Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SPR Notice & Abutters List
kr, s i I� CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 435-443 Highland Avenue DATE: 7/8/19 DESCRIPTION OF REQUIREMENT: Parties in Interest: • The applicant • Abutters within 300 feet [ ] Assessor's Certification on Applications to the Planning Board for Site Plan Review, Waivers of Frontage, Flood Hazard Special Permits, Wireless Communications Special Permits, Cluster Development Special Permits, Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11) to the r parcel(s) of land listed above as the project site. Assessor's Signature: Date: ` y Number of initialed pages attached: Once Certified, Return to: Department of Planning and Community Development c/o Mason Wells, Staff Planner RECEIVED JUL 112019 DEPT. OF PLANNING & COMMUNITY DEVELOPMENT 0 0 r . `'J �Q+Q ��•Q Q•J) 9y 435-443 Highland Avenue Parcel ID:03-0127-0 Parcel ID: 02-0020-0 Parcel ID: 03-0001-0 SOURAN ACQUISTION LIM DILISIO DAVID CAMP LION OF LYNN MASS C/O UNCLE BOBS SELF STG 100-114 SWAMPSCOTT ROAD C/O SANO JOSEPH M ESQ 6467 MAIN STREET SALEM, MA 01970 73 NORTH COMMON ST WILLIAMSVILLE, NY 14221-5856 LYNN, MA 01902 Parcel ID:03-0002-0 Parcel ID: 03-0003-0 Parcel ID: 03-0004-0 BLUE PARK MANAGEMENT LLC SALEM CITY OF ROUTE 107 SALEM ASSOC 35 CENTRE STREET SUITE 1A WS ASSET MANAGEMENT. INC CHICOPEE, MA 01013 33 BOYLSTON STREET STE 3000 CHESTNUT HILL, MA 02467 Parcel ID:03-0005-0 Parcel ID:03-0059-0 Parcel ID: 03-0075-0 HIGHLAND OFFICE,LLC SALEM CITY OF FERRAGAMO PAUL C/O ROCKETT MANAGEMENT SEWER DEPARTMENT 20 WEBSTER STREET 57 WHARF STREET STE 2G MA PEABODY, MA 01960 SALEM, MA 01970 Parcel ID: 03-0076-0 Parcel ID:03-0077-0 Parcel ID: 03-0078-0 FERRAGAMO PAUL J BACHMANN JEFFREY P RUTKOWSKI HENRY W 20 WEBSTER STREET BACHMANN JANE P RUTKOWSKI PATRICIA A PEABODY, MA 01960 3 CLARK STREET 5 CLARK STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID: 03-0079-0 Parcel ID: 03-0080-0 Parcel ID: 03-0081-0 DELVALLE JORGE D SALEM CITY OF WONG REVOCABLE TRUST OF ENCARNACION SARI WONG DAVID/WONG TERESA 7 CLARK STREET 15 CLARK STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID:03-0087-0 Parcel ID:03-0088-0 Parcel ID: 03-0089-0 DOHERTY ROI BINGHAM RICHARD A JR SILVA WAYNE DOHERTY KEVIN BINGHAM MAUREEN F SILVA CATHERINE 24 BARNES CIRCLE 22 BARNES CIRCLE 20 BARNES CIRCLE SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:03-0109-0 Parcel ID:03-0110-0 Parcel ID: 03-0111-0 POTHIER THOMAS S JR ALEXANDER PAULINA D CRUZ RODOLFO POTHIER MARIE 12 CLARK STREET ZOQUIER MINERVA 14 CLARK STREET SALEM, MA 01970 10 CLARK STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID:03-0112-0 Parcel ID: 03-0113-0 Parcel ID: 03-0116-0 BENEDICK DARREN GARDUNO KEVIN C DELUCA PETER P OCONNOR ERIN LACERDA ALICIA C DELUCA ANN M 1 CLARK AVE PO BOX 3919 10 CLARK AVE SALEM, MA 01970 PEABODY, MA 01960 SALEM, MA 01970 Parcel ID:03-0118-0 Parcel ID: 03-0120-0 Parcel ID: 03-0121-0- VO HOANG DIXON ANNE C LUZINSKI WILLIAM A VO AN MOSTACCI BARBARA A 2 CLARK AVE 6 CLARK AVE 4 CLARK AVENUE SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:03-0122-0 Parcel ID: 03-0123-0 Parcel ID: 03-0124-0 PSZENNY ALBIN J COELHO SERGIO C L RIDGE ROBERT A PSZENNY MARCIA S 8 CLARK STREET DIMARE-RIDGE DIANA M 0 CLARK AVE SALEM, MA 01970 6 CLARK STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID:03-0125-0 Parcel ID: 03-0128-0 Parcel ID:03-0129-0 BOSTON STREET REALTY, RWB REALTY TRUST FIORE FAMILY NOM 80 BOSTON STREET BEYEA ROGER W TR WEGRZYN DANA A LYNN, MA 01904 119 32ND.STREET 59A MIDDLE ROAD SHAPLEIGH, ME 04076 NEWBURY, MA 01951-1110 Parcel ID: 03-0138-0 GARRIDO EDDY MUNOZ LUCESITA 11 CLARK ST SALEM, MA 01970 CITY OF SALEM PLANNING BOARD 2019 JUL -8 PM2:%p j CITY CLERt( SALEM. MASS Public Hearing Notice City of Salem Planning Board Will hold a public hearing for all persons interested in the application of LIFE STORAGE LP for the property located at 435-443 Highland Avenue(Map 3, Lot 127) for a Site Plan Review in accordance with Salem Zoning Ordinance section 9.5 Site Plan Review. Specifically, the applicant proposes the demolition of the (2) two-story existing storage facility buildings currently on site and the construction of a new, 90,234 gross square footage three-story storage facility. The applicant proposes to increase parking to 39 total surface spaces for employees and customers located at the front and rear of the building. The existing site includes parking for 31 vehicles. Associated, improvements include utilities, stormwater improvements, site lighting, and landscaping. The project falls within the Entrance Corridor Overlay District of the Salem Zoning Ordinance. The public hearing will be held Thursday, July 25, 2019 at 7:00 PM, in the first floor public meeting room at 98 Washington Street in accordance Vth Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning and Community Development, Second Floor, 98 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board This note-0 005tt r f'ff JC1Ln City at F-IGL Chap. 30A, Sectw?.n s 3-�.:;. Ad to Run Dates in Salem News: 07/11/2019 and 07/18/2019 98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PHONE 978.619.5685 • www.sALEM.com h <,i S • CITY OF SALEM PLANNING BOARD Notice of Decision At a meeting of City of Salem Planning Board held on Thursday, November 7, 2019 at 7:00pm at 98 Washington St. Salem, MA the Planning Board voted on the following items: A public hearing for all persons interested in the application of LIFE STORAGE LP for the property -located-at-43S-443-1Highland Avenue (Map 3,-Lot 127) for-a-Site Plan Review in accordance with.Salem - Zoning Ordinance section 9.5 Site Plan Review. Specifically, the applicant proposes the demolition of the (2) two-story existing storage facility buildings currently on site and the construction of a new, 90,234 gross square footage three-story storage facility. The applicant proposes to increase parking to 39 total surface spaces for employees and customers located at the front and rear of the building. The existing site includes parking for 31 vehicles. Associated improvements include utilities, stormwater improvements, site lighting, and landscaping. The project falls within the Entrance Corridor Overlay District of the Salem Zoning Ordinance. Decision: Approved with Conditions Filed with the City Clerk on November 21, 2019 This notice is being sent in con,,pliarice with the Massacbusetts General Laws, Chapter 40A, Sections 9 6 15 and does not require action by the recipient.Appeals, if aiy, shall be made pursuant to Chapter 40A, Section 17, and shall be filed within 20 days from the date wbich the decision was,filed with the Cite Clerk. s 98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PHONE 978.619.5685 WWW.SALEM.COM UNITED STATEs"O '.410E First-Class Mail Postage&Fees Paid USPS -1 Permit No.G-10 • ;H Sender: Please print your name, address, and ZIP+4 in this box • City of Salem Dept.of Planning&Community Development 120 Washington Street,3rd Floor Salem,MA 01970 COMPLETE 1N COMPLETE THIS SECTIONON DELIVERY ■ Corriptete items'1,2,and 3.Also complete A. Signatu ...Apm,4..'if Restricted Delivery is desired. ■, ❑Agent .;Print your name and address on the reverse X / ❑Addressee so that we Can return.the card to you. B. Received by(Printed a e) C. at of Delivery ■ Attach this card to the back of the mailpiece, 1 1or on the front if space permits. D. Is delivery address different from Item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I '44'�.;, I 1 b C4"N' 0 �� 3. Service Type OI I W OrCertified Mail ❑Express Mail ❑Registered ❑Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number- 701G ' 1670E 0001 6622 "4551 ` I � (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 � 'IRrtr�ftl���1(!![('R1-(Ilia'R1:l.111rrRI1RlIiRt(iRlrtRRlIR-i�.a'�!`/r . ':-'•^;,�;_; ���.�:;�:�'s�:�'Ce�:, ,� :— oNniTa E -U.S.POSTAGE>>PITNEY BOWES CITY OF SALEM DEPARTMENT OF PLANNING ANDve 3 COMMUNITY DEVELOPMENT ZIP 019.70 $ 000.500 Eon' 98 WASHINGTON STREET 02 4VV SALEM,MA 01970 0000.3695.7.7 NOV. 21. 2019. Parcel ID:03-0001-0 CAMP LION OF LYNN MASS ' C/O SANG JOSEPH M ESQ 73 NORTH COMMON ST s� a �aZ�aa��u� ae VA:Ca`:as. 7s � tat 839 — a1c�7iF�'x,� �er� . 1�' ��� .e. e ..-�..., 2 ..•. Y .9e., �. _•�i _ �_�K SITE REDEVELOPMENT PLANS FOR L FE S1 ORAGE REDEVELOPMEN -33 SALEM , MA Z. 435 HIGHLAND AVENUE ono <9 0 P� Locus �� Q �L �Q v LIST OF DRAWINGS qV � DRAWING TITLE SHEET NO. ISSUED REVISED L ' � � COVER SHEET 06-25-2019 09-12-2019 \ �1 amxv-tXDA��' ' LOCUS SIP - � .. - _ __ _ _ ABBREVIATIONS & NOTES G00 I & C-002 06 25 20 19 09-I (NOT TO SCALE) .. +00 _. _.___ _ EXISTING CONDITIONS PLAN EX I 06-25-2019 SITE PREPARATION PLAN G 101 06-25-2019 09-12-2019 .w STOP h LAYOUT& MATERIALS PLAN G 102 06-25-2019 09-12-2019 i OWNERjAPPLICANT: � -- _ GRADING & DRAINAGE PLAN G 103 06-25-20 19 09-12-20 19 LIFE STORAGE LP ...: a a - G 104 06-25-2019 09-12-2019 6467 MAIN STREET , , = f � ,� �; .. .�_ � , �. UTILITIES PLAN ft r�I X3. � _: 4 �.n � � ,erg 5 � 4..:,-�.. ..� � 1 � i � I � f � I � 1' t .�,� r�OPos®3-SPORY EROSION CONTROL PLAN C—105 06-25-2019 09-12-2019 WI LLIAM SVI LLE NY 14221 x x uFESTORA.FOOT RI _ 30AM Fa°'PR'M= ._ SITE SECTIONS PLAN C-106 09—12-2019 �arrxar fr ti (9O GROSS S F. i i ti 3 M 716-650-6012 _ ; �--t ,�___. -- LIGHTING PLANS 1-2 — 4' I & 2 07 3 0 19 gggg , j i s , 3 &4 09-12-2019 �� �:ar= p `� � LIGHTING DETAIL.S/SPECS SITE ENGINEER LANDSCAPE ARCHITECT: _- - 1 J+ t 3 ��- _ j -- w: gy LANDSCAPE PLANS L-101 & L-102 06-25-2019 09-12 2019 AL._ � _ w.,.,..,�....�..»a ... �.. ALLEN & MAJOR ASSOCIATES, INC. �� _ \ '� ?„ i °f } DETAILS G50 I - G505 06-25-20 19 09-12-20 19 100 COMMERCE WAY O .m......_.0._ 0_:.,_ p_-... _ GC ST= GC3 �f ARCHITECTURAL ELEVATIONS & FLOOR PLANS - 04-09-2019 08-28-2019 WOBURN, MA 01801 C4 :. �.. 781-93 5-6889 �C5 WER D LINE GC GL G 910 SURVEYOR: ALLEN & MAJOR ASSOCIATES, INC. 100 COMMERCE WAY WOBURN, MA 01801 N OF 781-935-6889 CAR I N M. i+ CIUVIL y F.ECE1VL .49923 /ST - SEC 12 2019 PREPARED BY: r DEPT. OE P—A.N?,"NIG & PROFESSIONAL ENGINEER FOR COMMUNITY DEVELOPMENT ALLEN & MAJOR ASSOCIATES, INC. ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture w w w . a l l e n m a j o r . c o m 100 COMMERCE WAY WOBURN MA 01801-8501 ISSUED FOR SITE PLAN REVIEW & NOI: JUNE 25, 2019. TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH REVISED CITY COMMENTS SEPTEMBER 1 N.\PROJECTS\2570-01\CIVIL\DRAWINGS\CURRENT\C-2570-01_COVER.DWG ............................................ . NOTES ABBREVIATIONS GENERAL CONTRACTOR AT GROUNDBREAKING. COORDINATE WITH THE PROPER AGENCY THE LOCATION AND SCHEDULING ADJ ABANDON L LENGTH GENERAL NOTES: ADJ ADJUST LB LEACHING BASIN OF CONNECTIONS WITH THEIR FACILITIES. LP LIGHT POLE 1. FOR EXISTING CONDITIONS SURVEY, SEE PLAN ENTITLED "EXISTING 28. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. B BORING CONDITIONS" AS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. THE ON THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED BC BOTTOM OF CURB MAT MATERIAL THE GROUND SURVEY WAS PERFORMED ON OR BETWEEN OCTOBER 24 AND LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE BIT BITUMINOUS MAX MAXIMUM NOVEMBER 1, 2018. COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE BCB BITUMINOUS CONCRETE BERM MH MANHOLE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION. BLDG BUILDING MIN MINIMUM 2. ZONING DISTRICT IS BUSINESS HIGHWAY (B2). 29. EXISTING & PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND 5. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL BM BENCH MARK MISC MISCELLANEOUS EITHER BE ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND BOS BOTTOM OF SLOPE MTD MOUNTED CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE 3. OVERALL LOT SIZE: 79,692f S.F. DISPOSED OF AS SPECIFIED. ALL UTILITIES SCHEDULED FOR BOW BOTTOM OF WALL MW MONITORING WELL COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE COORDINATED BY THE BRK BRICK 4. DURING CONSTRUCTION, ALL VEHICLES MUST BE PARKED ON SITE. SERVICING THE PROJECT SITE. CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN ABANDONED BV&B BUTTERFLY VALVE & BOX N NORTH UTILITIES ARE TO BE LEFT IN PLACE PLUG OR CAP THE ENDS OF THE BVW BORDERING VEGETATED WETLAND NIC NOT IN CONTRACT 5. DURING CONSTRUCTION, ALL STAGING, AND DELIVERIES WILL OCCUR ON 30. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION NO NUMBER SITE. CONTRACTOR SHALL VERIFY THAT BASED ON EXACT LOCATION OF EXISTING BOXES AND SIMILAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW CA ANY EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. CAN CABLE TELEVISION NTS NOT TO SCALE FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SLABS OF CB CATCH BASIN 6. EXTERIOR CONSTRUCTION ACTIVITIES ON THE SITE SHALL NOT COMMENCE UTILITIES, THERE ARE NO CONFLICTS BETWEEN THE EXISTING AND THE CF CUBIC FEET OC ON CENTER PROPOSED UTILITIES DRAINAGE STRUCTURES. MANHOLES AND SIMILAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND OD OUTSIDE DIAMETER PRIOR TO 7:00 A.M. AND SHALL CEASE NO LATER THAT 6:00 P.M. MONDAY / COMPACT EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITATES, CFS CUBIC FEET PER SECOND OHW OVERHEAD WIRE THROUGH FRIDAY, 8:00 A.M. TO 6:00 P.M. SATURDAY AND NOT AT ALL ON ) . CI CAST IRON (PIPE)AS REQUIRED TO RESTORE THE ORIGINAL GRADE OVHD OVERHEAD SUNDAYS. IF HOURS ARE MORE STRINGENT PER THE LOCAL PERMIT 31. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY REQUIREMENTS, THESE ARE TO BE FOLLOWED. THIS DOES NOT INCLUDE ALL GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND CL CENTERLINE OW OBSERVATION WELL OFF SITE UTILITY WORK. IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, ADJUSTMENTS OF NATURAL GAS . ELECTRIC TELEPHONE AND ANY OTHER CLDI CEMENT LINED DUCTILE IRON (PIPE) , , GAS, AND ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR CM CONSTRUCTION MANAGER PC POINT OF CURVATURE 7. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER AND CITY COUNCIL. UTILITY BY THE UTILITY OWNER. CMP CORRUGATED METAL PIPE PCC PRECAST CONCRETE CURB PI POINT OF INTERSECTION PRIVATE, NATURAL GAS, TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: CO CLEAN OUT PKG PARKING LINES WILL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 32. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DO NOT CONC CONCRETE �, " "LOAM" • SEWER - PVC (POLYVINYL CHLORIDE) SDR 35 (UNLESS PL PROPERTY LINE MEET THE ORDINARY FILL SPECIFICATIONS OR LOAM SPECIFICATIONS AND CONST CONSTRUCTION PLMB PLUMBING CANNOT BE REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT OTHERWISE SPECIFIED ON PLAN) CONT CONTRACTOR 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR POC POINT ON CURVATURE ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE NO ADDITIONAL COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET DRAIN - DUAL WALL HDPE (HIGH DENSITY CORRUGATED CRD COORDINATE POT POINT ON TANGENT PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE THE SPECIFICATION INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION POLYETHYLENE PIPE WITH SMOOTH INNER WALL), ASTM D2321 (UNLESS CPP CORRUGATED POLYETHYLENE PIPE PRC POINT OF REVERSE CURVATURE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT DEBRIS, AND MISC. MATERIAL. PRIOR TO REUSE, CONTRACTOR TO PROVIDE OTHERWISE SPECIFIED ON PLAN) CUL CULVERT PROP, P PROPOSED TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL TESTING REPORT OF SIEVE ANALYSIS TO ENGINEER FOR APPROVAL. . WATER C.L.D.i. (CEMENT LINED CY CUBIC YARD PT POINT (OR POINT OF TANGENT) UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE CONTRACTOR CAN AMEND MATERIALS AND CONTINUE TO RETEST AS PVC POLYVINYL CHLORIDE (PIPE) FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE NECESSARY AT NO ADDITIONAL COST TO OWNER. AFTER AMENDING, IF 8. REFER TO SITE PREPARATION PLAN FOR EXISTING DRAINAGE STRUCTURES DB DISTRIBUTION BOX CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS, 1T IS TO BE TO BE REMOVED AND UTILITY ABANDONMENT. DBL DOUBLE REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND IN DEM DEMOLISH R&R REMOVE & RESET/REPLACE GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS R&S REMOVE & STACK PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND 9. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH pET DETENTION RCP REINFORCED CONCRETE PIPE UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY REGULATIONS. THE LOCAL MUNICIPALITY FOR THE APPROPRIATE PERMIT AND INSPECTION DI DUCTILE IRON (PIPE) RD ROAD (OR ROOF DRAIN) UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND FEES. DIA DIAMETER RED REDUCER 33. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE DIM DIMENSION RELOC RELOCATE TO THE APPROPRIATE MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED 10. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DMH DRAIN MANHOLE REM REMOVE RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED TO THE ZONING BOARD OF APPEALS AND CITY COUNCIL. ALL PROPOSED MEANS OF FLEXIBLE JOINTS. DW DOMESTIC WATER (OR DRY WELL) RET RETAIN, RETAINING OR RETENTION IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. SIGNAGE MUST MEET THE REQUIREMENTS OF THE LOCAL ZONING CODE. DWG DRAWING ROW RIGHT OF WAY 11. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED RR RAILROAD 9. ALL PROPOSED MAIN BUILDING ENTRANCES AND WALKS SHALL BE GRADING & DRAINAGE NOTES: BETWEEN WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM DYCL DOUBLE YELLOW CENTERLINE RWL RAIN WATER LEADER HANDICAP ACCESSIBLE PER FEDERAL ADA & MA AAB REGULATIONS. DRAINS. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 EHH ELECTRIC HANDHOLE RWY ROADWAY CARLTON M. 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE FEET TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A SEPARATE QUINN 10. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. TRENCH AND THE DIFFERENCE IN ELEVATION BETWEEN THE WATER MAIN EL ELEVATION Sp ELECTRIC CIVI923 L N ACCORDANCE WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR E ELECTRIC SF SQQUAUARAIN RE FEET EMH ELECTRIC MANHOLE SGC SLOPED GRANITE CURB Fc TE��� CONSTRUCTION. 2. THE ARCHITECTURAL PLANS SHALL BE REFERRED TO IN ORDER TO AND THE SEWER MAIN SHALL BE AT LEAST 18 INCHES. DETERMINE THE EXACT LOCATIONS OF DOORS, ROOF DRAIN LATERALS AND 12. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE EOP EDGE OF PAVEMENT SMH SEWER MANHOLE PRECISE BUILDING DIMENSIONS. INSTALLATION OF PROPOSED UTILITIES. FOR EDGE OF ROAD SP STANDPIPE ' 11. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE SPEC SPECIFICATION CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE ETC EDGE OF WETLANDS CONTRACTOR AT THEIR OWN EXPENSE. 13. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 ETC ELECTRIC, TELEPHONE, CABLE STA STATION PROFESSIO NGIN FOR UTILITY COMPANIES. STC STORMCEPTOR ALLEN & MAJOR ASSOCIATES, INC. HOURS BEFORE CONNECTING TO ANY EXISTING LINE. EXIST EXISTING STD STANDARD 12. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE EXT EXTERIOR STRTL STRUCTURAL PROPERLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH 14. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. SWEL SOLID WHITE EDGE LINE ` D RESTORED BY A SURVEYOR REGISTERED IN THE FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP FA FIRE ALARM SW SIDEWALK ITEMS SHALL BE REPAIRED AN THE STATE OF MA REPAIRED AT THE CONTRACTOR'S EXPENSE. ELEVATIONS OF MANHOLES SHALL MATCH FINISH GRADE. 15. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING FCC FLUSH CONCRETE CURB SWLL SOLID WHITE LANE LINE AT BENDS. FES FLARED END SECTION SYCL SOLID YELLOW CENTERLINE 13. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS FFE FINISH FLOOR ELEVATION AVAILABLE AT THE CONSTRUCTION SITE. SOON AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE 16. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0" COVER AND A MAXIMUM AREA. FLNP FIRE LANE NO PARKING TB TEST BORING 2 2019-09-12 REVISED PER CITY COMMENTS OF 8'-0" COVER ON ALL WATERLINES. FPS FEET PER SECOND TC TOP OF CURB 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION FS FIRE SERVICE TD TRENCH DRAIN 6. TEMPORARY TUBULAR BARRIER PROTECTION AND/OR SILT SACKS SHALL BE SANITARY FT FOOT/FEET TEL, T TELEPHONE REV DATE DESCRIPTION MEETING THE WITH THE APPROPRIATE CITY DEPARTMENTS, THE 17. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, INSTALLED AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING APPROPRIATE UTILITY COMPANIES, THE OWNER AND OWNER'S LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE TMH TELEPHONE MANHOLE CONSTRUCTION, TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING REPRESENTATIVE. THE MEETING SHALL TAKE PLACE PRIOR TO THE START SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT GC GENERAL CONTRACTOR TOS TOP OF SLOPE APPLICA OWNER: OF CONSTRUCTION AND THE CONTRACTOR MUST PROVIDE 48 HOURS THE DRAINAGE SYSTEM. LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL GEN GENERAL TOW TOP OF WALL LIFE STORAGE NOTICE TO ALL ATTENDEES PRIOR TO THE START OF THE MEETING. HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS 6467 MAIN STREET TP TEST PI 7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES REQUIRED TO PROVIDE A MINIMUM OF 18" GG GAS GATE CLEARANCE BETWEEN THE GR GUIDE RAIL TS&V TAPPING SLEEVE & VALVE 15. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" VERTICAL GRAN GRANITE TYP TYPICAL WILLIAMSVILLE, NY 14221 SHALL BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC PER DEMOLITION PLAN. CLEARANCE AND MEETING 10' HORIZONTAL CLEARANCE CANNOT BE MET, GV GATE VALVE UD UNDERDRAIN CONTROLS SHALL BE IMPLEMENTED AND OPERATED ACCORDING TO THE 8. ALL CATCH BASINS, MANHOLES, DETENTION SYSTEMS, AND WATER QUALITY THE WATER MUST BE ENCASED IN CONCRETE. GV&B GATE VALVE & BOX UL UNDERWRITERS LABORATORY PROJECT: MASS DEPARTMENT OF TRANSPORTATION, THE MANUAL ON UNIFORM TRAFFIC STRUCTURES ARE TO BE CLEANED TO REMOVE ALL CONSTRUCTION SILT GW GROUND WATER UP UTILITY POLE LIFE STORAGE CONTROL DEVICES (MUTCD) AND THE LOCAL AUTHORITY. AND DEBRIS PRIOR TO FINAL APPROVAL. 18. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. HCR HANDICAP RAMP VCP VITRIFIED CLAY PIPE REDEVELOPMENT 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK 9, IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING HOR HORIZONTAL VERT VERTICAL INFORMATION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 19. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS HT HEIGHT VGC VERTICAL GRANITE CURB435 HIGHLAND AVENUE LOCATING AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND HW HEADWALL NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A INSTALLATION OF THE WATER, SEWER, GAS AND ELECTRICAL AND RETURN IT TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. HWY HIGHWAY Wp WOOD SALEM, MA MASSACHUSETTS PROFESSIONAL LAND SURVEYOR AND DONE SO AT THE TELECOMMUNICATIONS LINES. HYD HYDRANT WG WATER GATE CONTRACTOR'S EXPENSE. 10. ALL STORM PIPES ENTERING STRUCTURES SHALL BE GROUTED TO ENSURE WM WATER MAIN CONNECTION AT STRUCTURE IS WATERTIGHT. 20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ID INSIDE DIAMETER WMH WATER MANHOLE PROJECT NO. 2570-01 DATE: 06/25/2019 17. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO IN INCHES WSO WATER SHUTOFF o BUILDING. 11. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF INCL INCLUDE SCALE: NONE DWG.NAME: C-2570-01 W ~ 18. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. COVERS & SHALL BE LABELED "DRAIN". SERVICE. INST INSTALLED Z 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS 21. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY INV, I.E. INVERT, INVERT ELEVATION DESIGNED BY: SJL/BES CHECKED BY: CMQ 19. ALL PARKING LOT AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER SIZED GATE, BOX, AND TEE FITTINGS. rRErAxEn BY. CURB AND INDICATE EDGE OF PAVEMENT. 2 DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 22. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION - 20. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE 13. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TESTING REQUIREMENTS SHALL MEET OR EXCEED THE LOCAL Q ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS FOR ALL NATURAL AND PAVED AREAS. MUNICIPALITY REQUIREMENTS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL m COST. 14. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES STEEPER 23. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN m ACCORDANCE WITH ALL LOCAL MUNICIPAL STANDARDS AND REQUIREMENTS. j THAN 3H:1V.21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY 24. CONTRACTION SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION o PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK 15. ALL DRAINAGE SYSTEM COMPONENTS SHALL CONFORM TO LOCAL WITH THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY ALLEN & MAJOR o INCLUDING BUT NOT LIMITED TO DEMOLITION. REQUIREMENTS. THE LOCAL MUNICIPALITY. ASSOCIATES, INC. 22. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. 25. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE v CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND DRAWINGS. IF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING civil & structural engineering ♦ land surveying MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, UTILITY NOTES. environmental consulting ♦ landscape architecture OR BACKFILL MATERIAL, THEN THE MORE STRINGENT SHALL APPLY. w w w a 1 1 e n m a j o r c o m Z STATE, AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. 1. THE LATEST STANDARDS OF THE LOCAL MUNICIPALITY SHALL BE FOLLOWED 100 COMMERCE WAY, SUITE 5 w WHEN INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH 26. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. WOBURN MA 01801 cz 23. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO SEWER AND STORM DRAIN WORK WILL BE INSPECTED BY THE LOCAL TEL: (781) 935-6889 v RECEIVE SIX INCHES (6") MINIMUM OF TOPSOIL & SEED, AND BE GOVERNING AUTHORITY PERSONNEL AND ALL COSTS SHALL BE THE FAX: (781) 935-2896 MAINTAINED UNTIL ESTABLISHED & ACCEPTED. RESPONSIBILITY OF THE CONTRACTOR. O WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH ? 24. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE 2. THE LATEST STANDARDS OF THE LOCAL MUNICIPALITY SHALL BE FOLLOWED Q PROTECTED, ABANDONED, REMOVED OR RELOCATED AS NECESSARY. WHEN INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT REPRESENTATIVE OR CONSULTANT INSPECTED BY THE LOCAL GOVERNING AUTHORITY PERSONNEL AND ALL 'S TI MAYBE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING COSTS SHALL INCLUDE PRESSURE TESTING, DISINFECTING, AND FLUSHING o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, & POLES, OF LINES. INSPECTION COSTS SHALL BE THE RESPONSIBILITY OF THE APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION MAGNETIC INFORMATION MAYBE MODIFIED UNINTENTIONALLY OR LOCAL MUNICIPALITY'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING TAPS AS OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL BE APPROVED BY SAME. DIRECTED BY THE CITY. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND O i 26. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO 3. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL & PLUMBING DRAWINGS SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD coPlEs of ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. N DETERMINE EXACT POINT OF SERVICE CONNECTION AND DISCONNECTION AT AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS v EXISTING UTILITY. AND UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC BEFORE YOU DIG DRAWING TITLE: SHEET No. AND FIRE PROTECTION WATER SERVICE, ELECTRIC, TELEPHONE, AND CALL 811 OR 27. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARKS SHOWN NATURAL GAS SERVICE. THE CONTRACTOR SHALL COORDINATE INSTALLATION 1-888-DIG-SAFE ON THE EXISTING CONDITIONS SITE PLAN AND MUST BE VERIFIED BY THE OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND 1-888-344-7233 ABBREVIATIONS He NOTES -Q� Copyright©2019Allen&Major Associates,Inc. Z All Ri hts Reserved EROSION-CONTROL NOTES--- EROSION & SEDIMENTATION CONTROL NOTES: EROSION & SEDIMENTATION CONTROL NOTES (CONTINUED: MAINTENANCE: 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT CONTROLS 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL NO LONGER REQUIRED SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. BEST EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN ( AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN MANAGEMENT PRACTICES) PER THE E.P.A. 2017 "CONSTRUCTION GENERAL PERMIT" IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT WHICH WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. EVER IS MANUAL, AND MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: URBAN AND SUBURBAN AREAS, ANY SUCH MODIFICATIONS FROM THE ABOVE MANUALS SHALL BE INSTALLED AS APPROVED BY THE ENGINEER OR THE LOCAL MUNICIPALITY. 19. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY TUBULAR BARRIER 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY FILTERS AND STONE CHECK DAMS UNTIL DISTURBED AREAS ARE PERMANENTLY 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE STABILIZED. SHOW SIGNS OF UNDERMINING, OR DETERIORATION. COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS PRACTICABLE 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY (UNLESS 20. TUBULAR BARRIER DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED OF GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS MUNICIPALITY HAS STRICTER REQUIREMENTS WHICH SHALL BE FOLLOWED) IN THAT CATCH BASINS. NO SEDIMENTATION SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE NEEDED. PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SYSTEMS AT ANY TIME. EROSION CONTROL MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR 3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF 21. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND MULCH AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE TUBULAR SEDIMENT CONTROLS PLANS. IF MULCH IS USED, STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. WHEN IT REACHES HALF THE HEIGHT OF THE CONTROL MEASURE OR AS REQUESTED BALES PER 1,000 SQUARE FEET. APPLICATION AREA SHALL BE SUFFICIENTLY COVERED IN ADDITION, INSPECTIONS SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH BY THE OWNER OR ENGINEER. WITH MULCH TO AVOID ANY VISIBLE SOIL EXPOSURE. MULCH SHALL BE KEPT MOIST TO RAINFALL EVENT. AVOID LOSS DUE TO WIND. MULCH AND NETTING SHALL BE APPLIED IN THE BASE OF 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL ALL GRASSED WATERWAYS, IN VEGETATIVE SLOPES WHICH EXCEED 15% AND DISTURBED 22• ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY AREAS WITHIN 100 FEET OF WETLANDS OR STREAMS. AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND COVER IS REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS ESTABLISHED. DEMAND. 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1 ST OF THE 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL TUBULAR BARRIERS CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE TOWN ENGINEER TO 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION COVER CROP AT THE RATE OF 3 LBS PER 1,000 SQUARE FEET. WINTER SEEDING (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING SHALL BE COVERED WITH EROSION CONTROL MESH (MULCH AND NETTING). HEAVY MITIGATE ANY EMERGENCY CONDITION. OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON 24. AS CONSTRUCTION DISTURBANCE IS GREATER THAN 1 ACRE, A NATIONAL POLLUTANT VEGETATED SLOPES IN EXCESS OF 15%, AND ANY DISTURBED AREAS WITHIN 100 FEET 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OF WETLANDS OR STREAMS. MULCH AND NETTING SHALL ALSO BE PROVIDED FOR DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT N01, AND OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT STORM WATER POLLUTION PREVENTION PLAN SWPPP WILL NEED TO BE SUBMITTED TO ADDITIONAL WINTER PROTECTION. THE EPA. THE NPDES PERMIT FOR STORM WATER DISCHARGE, & CONSTRUCTION BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 4. ALL TOPSOIL SHALL BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3LBS PER 1,000 GENERAL PERMIT N01 WILL BE REQUIRED TO BE SUBMITTED AT LEAST 14 DAYS PRIOR SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. TUBULAR BARRIERS SHALL TO COMMENCING CONSTRUCTION BY THE CONTRACTOR. CONSTRUCTION GENERAL PERMIT NOTES AND NARRATIVE: BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. LOAM SHALL BE STOCKPILED AT 25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. GENERAL PERMIT N01. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST OF THE SITE SITE PREPARATION PLAN. THESE SHALL BE MAINTAINED CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO PREPARATION PLAN TOGETHER WITH AN EXISTING CONDITIONS PLANS, GRADING PLANS, 5. ALL TUBULAR BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL THE LOCAL MUNICIPALITY, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING WITHIN 3 ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHEETS. INSTALLED ACCORDING TO THE . N DURING DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER. ALL THE FILTER DAYS OF EACH INSPECTION. THE EROSION CONTROL PLAN WILL BE IMPLEMENTED TO: BARRIERS AND EROSION CONTROL BERMS SHALL BE INSPECTED AFTER ANY RAINFALL 26. APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL, MA DEP, EPA OR RUNOFF EVENT, MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE AT LEAST A. TREAT EROSION AS SOON AS POSSIBLE AFTER DISTURBANCE. 85-90% VIGOROUS PERENNIAL COVER OF GRASSES. of CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM TO �N °I,IZ.Iq THE APPLICABLE SITE PLAN REGULATIONS FROM THE LOCAL AND USDA SOIL B. PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND ENTERING THE CARLTON M. 6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING MUD, CONSERVATION SERVICE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. RECEIVING WATERS. QUINN DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS NECESSARY (WHICH 27 A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS CIVIL . COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR SEDIMENTS AT NO ADDITIONAL C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION. N .49923 COST TO THE OWNER. A WATERING TRUCK WILL BE USED TO PERIODICALLY SPRINKLE IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING AND AS REQUIRED. D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR CONSTRUCTION. 11 ST THE DRY MONTHS AT NO ADDITIONAL COST TO THE OWNER. 28. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS: THE 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS TO DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY SIGN PROFESSIONAL ENGINEER FOR I ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. BOTH EXISTING AND OF INSTABILITY OR EROSION. ALL CHANNELS, SWALES, AND DITCHES DUG FOR SALEM BOARD OF HEALTH NOTES: ALLEN & MAJOR ASSOCIATES, INC. PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO DIRECTING DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, IT 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SALEM USE SILT SACKS AND/OR TUBULAR BARRIERS AROUND EACH INLET AS NOTED ON THE SHALL EMPTY THE MATERIAL TO A STABLE AREA. NO DEWATERING SHALL OCCUR PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS ARE PAVED DURING PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL HEALTH AGENT OF THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PROJECT AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90% OF VIGOROUS STRUCTURE SHALL NOT EXCEED THE STRUCTURE'S CAPACITY TO SETTLE AND FILTER (SITE) MANAGER WHO WILL BE ON SITE AND DIRECTLY RESPONSIBLE FOR THE PERENNIAL GROWTH. FLOW OR ITS VOLUME CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE CONSTRUCTION OF THE PROJECT. SEDIMENT REMOVAL STRUCTURE SHALL DRAIN TO A WELL-VEGETATED BUFFER BY 8. AS APPLICABLE, EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH THE SHEET FLOW WHILE MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND 2. SHOULD A DEP TRACKING NUMBER BE ISSUED FOR THE PROJECT UNDER THE PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN PLANS. MINIMIZING THE SLOPE OF THE BUFFER AREA. THERE SHALL BE NO DIRECT DISCHARGE MASSACHUSETTS CONTINGENCY PLAN, THE LICENSED SITE PROFESSIONAL RESPONSIBLE 2 2019-09-12 REVISED PER CITY COMMENTS TO EXISTING WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH FOR THE PROJECT SHALL MEET MA DEP STANDARDS FOR THE PROPOSED USE, PRIOR 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 9. AT A MINIMUM, ALL TUBULAR BARRIERS AND FILTER FABRIC SHALL REMAIN IN PLACE STATE, LOCAL, AND FEDERAL REQUIREMENTS. TO CONSTRUCTION. UNTIL SEEDINGS OR PLANTINGS HAVE BECOME 85-90% ESTABLISHED. THE LOCAL REV DATE DESCRIPTION CONSERVATION COMMISSION MUST APPROVE THE REMOVAL OR RELOCATION OF ANY OF 29. INITIATE STABILIZATION OF EXPOSED AREAS IMMEDIATELY IF CONSTRUCTION WORK 3. CONTRACTOR SHALL PROVIDE THE SALEM HEALTH AGENT WITH A COPY OF THE APPLICANT\OWNER: THE TUBULAR BARRIERS AND FILTER FABRIC. ONCE THE TUBULAR BARRIERS ARE TEMPORARILY OR PERMANENTLY CEASES. LICENSED ASBESTOS INSPECTOR'S REPORT. REMOVED THE AREAS ARE TO BE LOAMED AND SEEDED TO ACHIEVE FULL STABILIZATION. LIFE STORAGE 30. ALL DISCHARGES FROM POLLUTION SOURCES ARE PROHIBITED ONSITE SUCH AS FUELS, 4. CONTRACTOR SHALL SUBMIT A DEMOLITION NOTICE TO THE MA DEP, FORM BWPA06, 6467 MAIN STREET 10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE WASTEWATER FROM WASH OUT OF CONCRETE, WASTEWATER FROM CLEAN OUT OF AND MUST PROVIDE THE SALEM HEALTH AGENT WITH A COPY. REQUIRED TO MAINTAIN STABILITY OF EARTHWORKS AND FINISHED GRADED AREAS. THE PAINTS, FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS WILLIAMSVILLE, NY 14221 CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING USED FOR MAINTENANCE OF VEHICLES AND EQUIPMENT, SOAPS & SOLVENTS, TOXIC OR 5. THE DEVELOPER SHALL ADHERE TO THE DRAINAGE PLAN AS APPROVED BY THE CITY ANY ADDITIONAL MEASURES AS SPECIFIED BY THE OWNER. THIS INCLUDES BUT IS NOT HAZARDOUS SUBSTANCES, CHEMICALS AND OILS. IF A POLLUTANT IS DISCHARGED IT ENGINEER. PROJECT: LIMITED TO REQUESTS BY MA DEP, THE ENGINEER AND THE LOCAL MUNICIPALITY, AS NEEDS TO BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED THE DEVELOPER SHALL EMPLOY A LICENSED PESTICIDE APPLICATOR TO EXTERMINATE LIFE STO RAG E 6.AUTHORIZED BY THE OWNER. FAILURE TO COMPLY WITH THE OWNERS DIRECTIONS WILL SOIL OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE THE AREA PRIOR TO CONSTRUCTION, DEMOLITION, AND/OR BLASTING AND SHALL SEND REDEVELOPMENT RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES. MANUFACTURER RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO NOT HOSE DOWN AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE A COPY OF THE EXTERMINATOR'S INVOICE TO THE HEALTH AGENT. THE DEVELOPER 11. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED SHALL BE IN LEAK-PROOF CONTAINERS STORED AWAY FROM WETLANDS, SURFACE SHALL MAINTAIN THE AREA FREE FROM RODENTS THROUGHOUT CONSTRUCTION. 435 HIGHLAND AVENUE DURING THE ENTIRE CONSTRUCTION CYCLE. WEEKLY INSPECTIONS SHALL BE HELD WATERS STORMWATER INLETS, AND DRAINAGE MEASURES. SPILL KITS SHALL BE THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. WEEKLY INSPECTION REPORTS AVAILABLE ONSITE FOR EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT 7. PRIOR TO CONSTRUCTION, A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN SALEM, MA SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD MEASURE OF ALL CHEMICALS IN ADDITION TO SPILL-PROOF CONTAINERS. SHALL BE SUBMITTED TO THE SALEM HEALTH AGENT. STORMWATER POLLUTION OFFICE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR PREVENTION PLAN SHALL CONTAIN A PLAN FOR DUST CONTROL AND STREET SWEEPING o SHALL PERFORM AN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH 31. PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL DURING DEMOLITION AND CONSTRUCTION. PROJECT NO. 2570-01 DATE: 06/25/2019 RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY REPAIRS. THE MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT INSPECTIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE SITE'S DOWN STREAM REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT A 8. THE DEVELOPER SHALL SUBMIT TO THE SALEM HEALTH AGENT A WRITTEN PLAN FOR SCALE: NONE DWG.NAME: C2570.01 z DISCHARGE POINTS. MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION CONTAINMENT AND REMOVAL OF DEBRIS, VEGETATIVE WASTE, AND UNACCEPTABLE OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR EXCAVATION MATERIAL GENERATED DURING DEMOLITION AND/OR CONSTRUCTION. DESIGNED BY: SJL/BES CHECKED BY: CMQ �3 12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION. 9. THE FIRE DEPARTMENT MUST APPROVE THE PLANS REGARDING ACCESS FOR PREPARED BY: o PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. FIREFIGHTING. THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND 32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER DEGRADATION OF THE AREA. DAY. 10. THE DEVELOPER AND/OR CONTRACTOR SHALL DISCLOSE IN WRITING TO THE SALEM HEALTH AGENT THE ORIGIN OF ANY FILL MATERIAL NEEDED FOR THE PROJECT. m 13. FOLLOWING THE TEMPORARY OR FINAL SEEDINGS, THE CONTRACTOR SHALL 33. ALL USE OF CATIONIC TREATMENT CHEMICALS (EXAMPLES INCLUDE POLYMERS, Q INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A CHITOSAN, CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR 11. THE RESULTANT ESTABLISHMENT SHALL DISPOSE OF ALL WASTE MATERIALS RESULTING I MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE-SEEDING SHALL BE CARRIED STABILIZATION) ARE PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE FROM ITS OPERATION IN AN ENVIRONMENTALLY SOUND MANNER AS DESCRIBED TO THE ALLEN QT MAJOROUT BY THE CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY NOT POSSIBLE AND USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE SALEM BOARD OF HEALTH. lX, FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISHED. o CONTRACTOR WILL NEED TO CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR LO APPROVAL AND SPECIFIC REQUIREMENTS (MAXIMUM DOSAGE RATE RESIDUAL TESTING, 12. THE DEVELOPER SHALL NOTIFY THE SALEM HEALTH AGENT WHEN THE PROJECT IS ASSOCIATES INC. cV 14. CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH & FOLLOW ALLCOMPLETE FOR FINAL INSPECTION AND CONFIRMATION THAT ABOVE CONDITIONS HAVE v APPROVED PERMITS AND CONDITIONS. CONTRACTOR SHALL MAINTAIN A COPY OF ALL SPECIFIC LIMITATIONS, ETC) PRIOR TO USE. BEEN MET. civil & structural engineering ♦ land surveying Y g APPROVED PERMITS ONSITE. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE environmental consulting ♦ landscape architecture ~ APPROVED PERMITS SHALL BE COMPLETED. 34. IF USING NON-VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER W THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST w w w . a l l e n m a j o r . c o m 100 COMMERCE WAY, SUITE 5 15. ALL EROSION MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE BE COVERED. WOBURN MA 01801 v ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED 35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7 TEL: (781) 935-6889 AS DIRECTED BY THE ENGINEER OR THE LOCAL MUNICIPALITY. DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED FAX: (781) 935-2896 16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING AREAS ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES ALL LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND wosuRN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH Q CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. MATERIAL STORAGE AREAS, ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE 17. TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC PERMANENT SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR APPLICATION To THIS PROJECT.DUE TO THE POTENTIAL THAT THE FILL USE. MUST BE INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o DAYS FROM THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL of OCCURRING THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC N MUST BE COMPLETED. MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. 0 ABBREVIATIONS & NOTES C-002 z Coppight02019A11en&Major Associates,Inc. A1/Ri is Reserved WE HEREBY CERTIFY THAT THIS PLAN IS THE RESULT OF AN ACTUAL ON THE GROUND SURVEY PERFORMED ON OR BETWEEN oho a LEGEND OCTOBER 24 N NO VEMBER 1, 2018. 00� ti LOCUS REFERENCES DRILL HOLE (DH) O GAS METER QG WATER LINE I�r CITY.OF SALEM ASSESSORS MAP 3, LOT 127 IRON ROD (/R) o ELECTRIC METER QE SEWER L/NE 5 .JiJ�Gd C�* ;?off -DEED BOOK 68995, PAGE .326 (DMH) It HANDICAPPED PARKING SPACE ALLEN & MAJOR ASSOCIA TES INC. PROFESSIONAL D SURVEYOR FOR OJ ��,5 P� �'o � -L.C.C. 7159-1, K & M DRAIN MANHOLE DMH �,. DRAIN LINE D ' PLAN BOOK 333, PLAN 1 SEWER MANHOLE (SMH) ® PAINTED ARROW GAS LINE G 0P� ELECTRIC MANHOLE (EMH) QQ PARKING SPACE COUNT 16 OVERHEAD WIRES -ONW-- c�gRk sT PLAN REFERENCES CATCH BASIN (CB) ❑ WETLAND FLAG ►A31 FINISHED FLOOR ELEVATION FFE UTILITY POLE C CONCRETE ° °• a° • 4 BITUMINOUS BIT. 'PLAN .BOOK 333, PLAN 1 ,.,,,,,,,,,,,,,,,,,,,,,,,,,, �tK of Locus c UTILITY POLE W/LIGHT � BUILDING CONCRETE CONC. �� M4S NOTES FIRE HYDRANT � WETLAND -- - GRANITE GRAN. o`r NORMAN o 1. NORTH ARROW IS BASED ON MASSACHUSETTS GRID COORDINATE FIRE STANDPIPE ON BUFFER ZONE -- BOTTOM CENTER (BC) O 2844 .. q N0.2844 SYSTEM (MAINLAND ZONE) (NAD 83). WATER SERVICE ® 1' CONTOUR -- -53- -- TOP OF BELL TB 9 v 9 0,� 2. BOOK/PAGE AND PLAN .REFERENCES ARE .TAKEN FROM ESSEX WATER GATE �'s° 5' CONTOUR -- --55-- - REINFORCED CONCRETE PIPE RCP do s R (SOUTH) REGISTRY OF DEEDS IN SALEM, MA. G qqN J. VERTICAL DATUM IS NAVD 88. GAS GATE O PROPERTY LINE POLYVINYL CHLORIDE PIPE PVC r 4. CONTOUR INTERVAL IS ONE FOOT (1). BOLLARD ® ABUTTERS LINE - - CORRUGATED METAL PIPE CUP Locus MAP CLEANOUT ® EDGE OF PAVEMENT - - NOW OR FORMERLY N/F U� (NOT TO SCALE) INVERT (INV) m CURB BOOK BK. SIGN �' CHAIN LINK FENCE x PAGE PG. SIGN ® STOCKADE FENCE o LAND COURT CASE L.C. a 3 w b p D DMH a RIM=112.96 1NV(o)=107.91 -- 1NV(b)=108.06 ( BIT. BERM \ DMH 1NV(c)=107.91 BI T. BERM _ ( \ 4. B/T. BERM ( RIM=I I 48 G IN, ------ G--- - __ G 6" BARE S7EE"L (1961)�G G�\ G ( �G M(a)=109.98 C B { INV(b)=112.03 , " \ R/M=109.98 \ <i IN R/M=11510 lNV(c)=11228 µir 16 WATER W \ __ W W ( 16" FlA7ER INV=1 f0.90 INV(d)=110.28 METAL GUARDRAIL \\ o � HIGHLAWD AVENUE' GRAN. CURB 12" RCP f _ - - (ROUTE 107 - PUBLIC - VARIABLE WIDTH) JNV(f)-111.28 - 18' RCP d " y__ -,� __. -LINE - �� \ METAL GUARDRAIL YELLOW PAINT D D 18. RCP c �-T` R ZURB ,�2 YELLOW PAINT`L7NE 0 H.H. � _ P� 12" RCP D D a D 18' CL? '-- G� WHITE PAINT LINE ^ \\ \ SMH - \\ SUN R/M-111.78 R-1953►96 YELLOW PANT LII�(E RIM=1 f0.31 / �' V=105.73(BC) DMH N RIM=11224 2 IN - L=31.._._ WHITE PAINT LINE $ R/M=115 00 R/M=111.49 111- RQL TED SHUT WHITE PAINT LINE B \ lNY=111.80 INV(a)=f05.19 ` INV J04.59 BC `` ,, RIM= 9.21 `_ CH=31.59' \ INV(b)=NPv / - -- _ _ y�, N�.5�,r3, T8=ro9.21 / N 19 22 56 E /NV(c)=105.99 T - "--- 4" WATER 'fir:[" -WH�PAIQI ��py� 12 HOPE l -... ���-'�....'-`-.s .�.�-�._--...--tee-- :..��.. �,.. _ INV(d)=105.79� L - ,,� -=- - 12' CLAY �" 1 " 7aLz�Y -, . - GRAfVfi�B _._..�. .. -- - -- - -1GLA� -.�z _R�1R~OUR` J2 CLAY HW 1590 Of�W +--OH - _ 1589 '- ` WOOD WALL . WO0 V CB 1 RIM 111.30 �ce b x _ UNABLE TO OPEN ® a =1-D 24' HDPE ! .�y E \ �,` WOOD WALL COVER BROKEN __- RIM=111.11 " - - r PE p INV a =107.41 w f WATER I oa p� 24 I(U. `BIT. INV(b)=107.51 '1 ® FSP 1 " 4.9' 3 FFE=111.72 FFE=1121.3 • REV DATE DESCRIPTION o FFE=112.90 FFE=112.93 FFE=112.90 FFE=112.69 FFE=111.71 3 S65 34 17 E CB DMH FFE=112.15 CB ----� 125.00 APPLICANT\OWNER: O� m RIM=111.84 RIM=111.88 RIM=112.02 TB=109.54 � Nam- { o; z 1NV(a)=106.ss lNV(a)=107.22 CITY of SALEM LIFE STO RAG E RWR REALTY TRUST V Q INV(b)=IO7.18 /NV(b)=107.62 2 STORY ASSESSORS MAP 3, LOT 127 ( q FFE=112.94 INV(c)=f 07.52 CONC. BLOCK �"3 ' BK.50840/PG.232 : BUILDING AREA-79,692# S.F. N � " N/F 6467 MAIN STREET er c, BOSTON STREET Ilvv=1os.s3 (1.83+AC.) GATE E r �12 REALTY LLC WILLIAMSVILLE, NY 14221 CONTROL »� V BK.79414/PG.437 IRON ROD GA 7E J(� ,l t CONTROL FFE=112.96 FFE=11227 FFE 112 70 � ° (FOUND BENT PROJECT: FFE=112.95 FFE=112.57 2 LOCATED BASE ) LIFE STORAGE STOCKADE N06.45'23"W REDEVELOPMENT .� `BIT W D 18' RCP 15" FENCE 43.08' (TIE) ;:� a �`�`` --. - =11242 '�-__ __ _ _ 34.6' 435 HIGHLAND AVENUE C FFE=112.28 FFE 11251 � SALEM, MA I, 1 1l FFE=112 47 FFE=112.16 -- N20'46'03" --� 125.70' '� 0 �� (f RIM=111.55 t/ v C6 INV=108.75 CON HAIN LINK C 400 S74*06'37"E � IIII z RIM=111.56 PIPE IS HALF WALL PROJECT N0. 2570-01 DATE: 06 25 2019 1 L a INV(a)=106.36 BURRIED IN INV(b)=106.66 ` 2 STORY ASPHAULT ( 10 6" �i Y ` 100' WETLAND CONC, BLOCK RIM=112.27 , G 3 G w c SCALE: 1'-30' DWG. NAME: S-2570-01-EC { d RI SETBACK BUILDING CB INV--110.52 \ 4 L STt / - - - l ( ♦ xQ 78(a)=109.10 RIM=111.70 �Bl X JINV(b)=NPV 1NV(a)=107.40 T � 1 � a � �� DRAFTED BY: AJR CHECKED BY: NIL CHAIN LINK FENCE 4 �` / _ ,. D *. PREPARED BY: INV(c)=NPV /NV(b)=109.90 � �O. -112.46 FFE-112 46 FFE=112.43 /NV(c)=110.60 FFE=112.50 FFE 112.48 ' ; { � rr� v! FlORE AMILY CB1 yNOMINEE TRUST ((„\ I� T� BK.687801PG.344 ti p� '\.. 12-- BENCHMARK SUMMARY t \ \,c °r r _ CONc. WALL N tT Ar__ LIt4E \ b c 1 D-� �� c I J ONC. WAL a o Ei-(--€FJGEE QFA1iNclV D' �_ o _ O TBM# DESCRIPTION - ELEV. INV=106.12 `` , 3 '~ -- o c' f STOCKADE 488.50 4„ PVC Nam- S 18'55 13"W ROBERT A. & STOCKADE ALLEN & MAJOR HYDRANT FLANGE BOLT cC3 N� FENCE N/F D/.J2 M. RIDGE FENCE Q1 119.51 GCf 5\T ( �, FIORE FAMILY ✓ IA S. J. & OVER. MAIN OPENING { � MARL/A S. PSZENNY BK.32072/PG.214 N 19'33'21 "E \\f NOMINEE TRUST / �z WI LLI AM A./PG.225 I \ BK'14294/PG 580 ' ASSOCIATES; INC. ` BK.68780/PG.344 F. 39.89 (TIE) Q RAILROAD SPIKE 113.61 \\ engineering surveying IN UP 1589 \ IRON ROD W CAP �. IRON ROD civil & structural en ineerin ♦ band surve in \ / cs environmental consulting ♦ landscape architecture \\l\ GC4 (FOUND. .58 (FOUND & HELD www . atlenmajor . com FROM CORNER) FOR LINE) 100 COMMERCE WAY, SUITE 5 WOBURN MA 01801-8501 \ N70'20'00"E TEL: (781) 935-6889 \ 34.44' (TIE) FAX: (781) 935-2896 C5 11rETZAND LINE WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH GC6 GC8 GC9 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. GC10 CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE GC7 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC UTILITY STATEMENT � � MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL SURVEY INFORMATION AND EXISTING DRAWINGS.. ALLEN & INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND MAJOR ASSOCIATES, INC. (A&IN) MAKES NO GUARANTEE GRAPHIC SCALE SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. UTILITIES 1N. .THE.AREA, EITHER IN SERVICE OR ABANDONED. 30 0 is 30 60 120 A&M FURTHER DOES NOT WARRANT THAT THE UTILITIES DRAWING TITLE: SHEET No. SHOWN ARE IN THE EXACT LOCATION INDICATED. - A&M HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ( IN FEET EXISTING CONDITIONS EX-1 1 inch = 30 ft. N.- PROJECTS\2570-01\SURVEY\DRA WINGS\CURRENT\S-2570-01-EC.DWG Copyrightp20I A11ea&Major Associates Inc. Allfights Reserved 16" WA To— W W W W W W W W `W W 16" WATER VIETAL GUARDRAIL �}�7Y'tt�,e ...._ r� � ,r "`•,, HIGHLAND Lyl 7!. I l../ A Y ENV� '� f;:'T�i�`� A. El _.._ _ (ROUTE 107 - PUBLIC - VARIABLE WIDTH) ._. .__....... , '- ..R. + ... £).. _,,,_•,Li,,.,_....._ ...E2.a.. ._Lc_ ._.YI ..............Ck.,..:._..._...i.::......_._..�"..�....... .4t. _.. ......b........1.::..,.,..._.....fk.........._.,,..n ,..CL. „4 cA d. .,«.,...Lt" .__... ., ..,......`__[z '."_Ci Syr.., S�um✓�" .::. .�....,..._.. ,...�..,��...._,..,.�... .. .___.m_..,... '—.. t :}€ Y,d.. -._ x➢.w�{ w ... IE YEt.10V1 PA04 i f V — � ��( \ q \`� � - '. i#� D d 18 R CP -- GA ,'I F MNT"I LLN°"'. O �_, a^i._.. ... _ 0q b _._.._........ ......_ _____ ..__ _ _.... ____.... ..... _ .... _.___ _ .- _ - ;} ,t REMOV TING_ �aEXIS ;� 02 rn R;'kl=1 '.2 �, D ,, , _ - - - - i�'— - 'r 1. :W00D WALL PLANTER ., d, r r 1 _. REO� EXISTING REMOVE EXISTING_ , . ', .- F; �- ,... _. __. ._._ _ _, ._CUT_&_ CAPr:'EXIST►NG _ .-..._ - _ .. _ . _._ ..,,.., 3 _. R._, NAGS STRU.CT.URES.._. -_ _.. _.. - �1 '� -: �'✓ r.. ......v_._,._... .. _ W�OD.>�VALL PLANTER w�. � CUT AND CAP SEWER h , _ _� + - -- __ _ _ _ _ AND _PIP[�S_ PER CITY -OF-... WATER,;SERVICEFrAT THE 1 ;� C) ,103.9 o. v_ _ SERVICE AT THE MAIN / 0 0) W SALEM REQUIREMENTS - MAIN PER CITY,rOF SALEM, / = o Txz /,vV((�s;_.10j.7- = 1 _ - REQUIREMENTS � ` . PER CITY OF SALEM 3 �t la -� _4..WATER W _ .. A ... w _� __ _ __. r ..__.. _ _ ,REQUIREMENTS_..__ . �._l_. N _ . _ _ .. . _ to N ..� _ - , ,_ F _,r� �y L.� -I- -- -- __— _ __ __. _. __12 CLA S _. w._ `_ _ __ _. .. _._ Au —.. __ ...... ___ _ __ ... _._ t 12" CLAY M _ �. WS , U� �� CLAY ""' � 12" CLAY .� �.�' .... � O S �� r�,t ? �r-- _ _- y CN _ 15 ri } _...... ___...... ' CPM,:. w r �� "LIFE _1o1v�tfL l ���.� #� ,r � � � Y EXISTING o 171 ail D -=-_ p , STORAGE" SIGN x 4' ClOPEN t� � 1D 6"� = ; REM VE EXISTING B 'CIKE�' ® 0 _ _ D , D z,4 TO REMAINLEGEND w PAVEMENT 24 HDPE mow. ,f �. HD a r _ > A". I_ m o Rf� f f r . -+ o f „; 1" WATER `_ `�� LIMIT OF DISTURBANCE • D REMOVE EXISTING r _ e W W 1 HDPE ,f ;, p 24 s=I: PAVEMENT EXISTING BLOCK \ LIMIT OF 'CLEAR AND GRUB' WALL TO REMAIN 3 : � �, r` � `� � t ��`"�. - - _-D - - -.-.._.. ---- r. BUILDING TO E REMOVED '��:��.l�s��.;i�;Vp�:����� ?.`,w�'���..",._.�r,rr�"_ ,ter�,.,��. �,'�.~7: � l p T REMOVE EXISTING DRAINAGE f' ® PAVEMENT TO BE REMOVED r+ + REMOVE EXISTING REMOVE WATER SERVICE STRUCTURES AND PIPES ; L +� AND STRUCTURE PER CITY PER CITY OF SALEM _ _, _ ' i DRAINAGE STRUCTURES � �� ..._._ {��'`�', OF SALEM REQUIREMENTS REQUIREMENTS ��`� r " UTILITY CUT AND CAP f,., ;. r � /s'f$ 111 �1e�' _,,.,..rtzt =i 1.�, �a � AND PIPES PER CITY OF � 16 1{4„�� 1 � \ P� TEMPORARY FENCE —x x SALEM REQUIREMENTS } 7 REMOVE t:�JV`r� "J7.1B f > � ��� �,-� i � EXISTING TREES i . ,7,for Y T1;UsT 'o =a r ,rcY BOLLARD REMOVE " ` TO REMAIN �.. tCJ.. , r?rC.>S0f3��vjt-'t'.,�.5;% c; � � REMOVE RAZE EXISTING I EXISTING EXISTING BOLLARDS BOLLARDS STRUCTURE ^' ' I; -f6.��- '�" f REMOVE N ` trr, ,, ' j t EXISTING AC ATE REMOVE WATER SERVICE I ' r'{ AND STRUCTURE PER CITY UNIT = ; ! - REMOVE GAS SERVICE ? xz Cr4lre'�zl / OF SALEM REQUIREMENTS t ' r REMOVE EXISTING BOLLARDS ! PER UTILITY COMPANY REQUIREMENTS .............. x { REMOVE EXISTING DRAINAGE ( r ES PER.-- z STRUCTURES AND PIP l` REMOVE EXISTING W w W ;r , ' ',J``CITY OF SALEM REQUIREMENTS ' REMOVE ? 'f� I / `N DiT r' p ���:,i ;' CARLTI N M. EXISTING' '# ' PAVEMENT 18" RCP CUT AND CAP WATER AND GAS SERVICES. CONNECTION AT ' ; CIVIL N BOLLARD5 .` �i '` _,- �' ' MAIN TO REMAIN FOR PROPOSED UTILITIES. CONTRACTOR ' EXISTING HYDRANT 4ss23 t � _- TO VERIFY CONDITION 0 UTILITIES IN FIELD. r ;,:.�.�� ,-= r- --� -_-,w•. .�. - ,',: !; F D TO REMAIN c sT UNDISTURBED # REMOVE EXISTING RING —, + �'. l DRAINAGE STRUCTURES f' CONSTRUCTION rri r / : .. f_,_ -- f f r `sir ENGINEER FOR PROFESSIO r y`r� r 1,r z ,.: N , 1.. 7 sfrt 3,,. C 3 R,1 ---111..��a F F AND PIPES PER CITY OF "'_»_ > �;, -� ''`;# ALLEN & MAJOR ASSOCIATES, INC. f„ , r m REMOVE;; {�P �=106.36 �� °i� IN SALEM REQUIREMENTSr' t f � w �i EXISTING,' "� C 111%11 ) 1066,66 ���,: "' :x / FENCE: a �� 2 w; f 1 JV , c .,c', r Ga_ C RAZE Qt f x /x ff 6„ WATER /,t REMOVE r I '# �j 1"` , `I ! W F I Cl oP C � Y� EXISTING .`� D- W # EXISTING 100' WETLAND EXISTING REMOVEY t' f r `� Jf r W a ; t d SETBACK a ` . "BOLLARDS f STRUCTURE REMOVE EXISTING BOLLARDS "� 4" PLASTIC I , -,D .1 � EXISTING,CHAIN LINK a _ ___.__ _.... _._. ..... .';..!. ` \i 1, to ys } NP✓ r ` '' { STRUCTURES F FENCE TO BE REMOVED. I '' n DRAINAGE .�....._ - x -...... -'--- �" ,� , � � y,1 � r ,0 , AND PIPES PER CITY OF l � � CONTRACTOR TO PROTECTS ; m 1 � 2 2019-09-12 REVISED PER CITY COMMENTS . C,l `, F ;t^ �',€ } ` # SALEM REQUIREMENTS I,,. f� , 6 NEIGHBOR'S STOCKADE � I o `� 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 1 FENCE;' REMOVE; - ` �� /,.. ,, -, REV DATE DESCRIPTION lam,i ....>_ �� y N f EXISTING ,, € i l,C,(rir!f!"""�""''/ir_.°Gil. `lhii�ii +i++r"r lLi �1^/ 1,;,,� - r..r1�r(r:L��r�.Pl�.. ,�r.�. r +� n� APPLICAN OWNER: � � ` REMOVE� � � {.,{..f � � `,, ? �'�' = REMOVE EXISTING ,L ` 2��e F'0 r`,,LIGHT POLE ;� f EXISTING i rE FST LIFE STORAGE r�C��{1R ThUST �� t PAVEMENT e FENCE " Ex.C7r/. 4� t 3 ! \ REMOVE EXISTING P� REMOVE EXISTING -_� �e `; 4 � ; �' r EXISTING , w \ �.� PAVEMENT ,rw _moo' q f PAVEMENT �, " 646� MAIN STREET HEADWALL, PIPE l ' _ _ ..__ _ . ___ _,_._ _.__ .__" __ _. . � � � 4 f' ���'j� ; ' AMSVILLE NY 14221 .... _. AND STRUCTURE > 4 _ �__ __. T--- - �- DRAIN LINE t< f `a `, �,t ter, TO MAIN c # b ❑ u' \ , s \ ._ _ __...... _.. __ _ __. ...._� __._, _,,� - _ __._ __.. _._ .._ _ , PROJECT: t' ti � LIFE STO RAG E Gc2 REMOVE �� REMOVE EXISTING �- .�TO011,/Aur'.: REMOVE !06,12 EXISTING CONCRETE I� l I I GC3 //i 4" C i EXISTING EXISTING CONCRETE RETAINING %' " / ,C�RAII�AGE STRUCTURES r L RETAINING WALL TO �2 = F =,r REDEVELOPMENT kr ,^, EXISTING . IX t r r r3 f r, I3G . LIGHT POLE WALL AND FENCE TO REMAIN. EXISTING GCl s �'AND,P'TES PER CITY OF ., EXISTREMING VE] ;`� LIGHTS POLE REMAIN .; f EXISTREMOVE ING TREE TO 43 5 HIGHLAND AVENUE J LIGHT POLE REMAIN SALEM REQUIREMENTS �,-'" REMOVE ti ; FENCE �� ', f SALEM, MA X\ ;� EXISTING EXISTING 4 PVC DRAIN \� '� TINE TO REMAIN. TIE INTO LIGHT POLE PROPOSED DRAINAGE. SEE SHEET C-103. PROJECT NO. 2570-01 DATE: 06/25/2019 GC4 SCALE: 10-20' DWG.NAME: C-2570-01 el WETLAND LINE 3 DESIGNED BY: SJL/BES CHECKED BY: CMQ o � NOTES: PREPARED BY: \GC5 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND o, 1 HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR ~ ccs GC8 GCg SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY ^# GC10 THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALLEN & MAJOR �Gc� 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PR OPERTY OF ALLEN & MAJOR ASSOCIATES, ASSOCIATES INC. `�' INC. ITS INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF v INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, Z INC. IS STRICTLY PROHIBITED. civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture � .+ " wwwallenmajorcom vO 3. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS 100 COMMERCE WAY, SUITE 5 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING WOBURN MA 01801 UTILITIES. c j TEL: (781) 935-6889 FAX: (781) 935-2896 ? DIGSAFE: 1-800-344-7233 i CITY OF SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH o DIG SAFE 4. ALTHOUGH CERTAIN ITEMS HAVE BEEN NOTED ON THIS DRAWING FOR DEMOLITION, NO ATTEMPT HAS THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. BEEN MADE TO DELINEATE EACH AND EVERY ITEM THAT REQUIRES DEMOLITION FOR THE COMPLETION CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE J OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY DEMOLITION WORK TO PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC v ,o COMPLETE THE P /PROJECT. ALLEN & MAJOR ASSOCIATES, INC. IS NOT RESPONSIBLE FOR SITE APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE I DEMOLITION ITEMS NOT SHOWN ON THE SURVEY, OR SPECIFICALLY NOTED. THE DEMOLITION NOTES AND MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ARROWS ON THIS PLAN ARE TYPICAL AND DO NOT REFLECT QUANTITY. OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC No MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF GRAPHIC SCALE ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. BEFORE YOU DIG zo o 10 zo ao so DRAWING TITLE: SHEET No. o CALL 811 OR 1-888-DIG-SAFE z 1-888-344-7233 ( IN FEET > SITE PREPARATION PLAN C-101 1 inch = 20 ft. Copyright(D2019A11en&Major Associates,Inc. All Rights Reserved ._.. .....i3,�— ...Cs.�._ Y` L!Gill ;0),=, '� �ir`k` #f;.,1i> :: _...._.,_...................... j a _,,,__..«.,.......... k.ff 7 !Y�l ......, ; „ __.......__ . ...... „ ... _ . ..._. _ _ ....... A1 ...................._............._..............._.... .._... ...._ _...._ » — ..... _...... ....... ..... ._,.._._.......... # VERTICAL [pp� t R _ , _ rY,: I l"1'S F:1'£t L R t .. ........_-_,_....._., s. Yt§ _ t Tir r i._Ft v - LEGEND GRANITE._CURB,......._.�._......_�-__.....,�.. ._:__„... ._M.� ..... ,^._.._ . __. __,........�..... ___. __.....__ ...__ � __ �.._..._ _.,. .__�_ .__ __._._... ..... .....__ _._.._ ....._� _._ __. _.� _._..____......._. _ . ....�..,_....__._._.....____..........�.. _....... �; CONCRETE ADA CONCRETE ADA TYP. HIGHLAND AvENU.E� CONCRETE ADA ACCESSIBLE ACCESSIBLE 5 WIDE BITUMINOUS VERTICAL ACCESSIBLE 5' WIDE BITUMINOUS (ROUTE 107 - PUBLIC - VARIABLE WIDTH) RAMP,_TYP. 5 WIDE BITUMINOUS m RAMP, TYP. . CONCRETE PROP. PROPERTY LINE 1,1r r:rye __.- _ CONCRETE RAMP TYP. ___- ............_ __........_ ... . m_. ;GRANITE CURB, CONCRETE. .—.._.—...— ---....-- .. _ . _.— 4 0' SIDEWALK, TYP. I 4 _.._._.. .__ _,.._ tj SIDEWALK, TYP. ... Np._..__ . ._,._ _- 24.0' SIDEWALK, TYP. I ( _ GRAN'. i BOLLARD BUILDING- I I I I I I „ < ° . F'`' EXISTING "LIFE BUILDING ARCHITECTURE i GRANITE CURB, TYP`. STOP' a 5 22.0' = ..............---- ( STORAGE" SIGN BUILDING INTERIOR WALLS TO REMAIN f` "STOP" w N 8'x22' PARALLEL END VGC. CURB R1-1 STOP SIGN �' �� PRECAST BEGIN PCC. w., I � PARKING STALLS, TYP. AND--STOP LINE, TYP. � o � CONCRETE 9.0 RETAINING WALL f EDGE OF PAVEMENT 34.4' END VGC. - z? CURB, TYP. 9.0 }4„ BEGIN",PCC. 30-FOOT FRONT YARD SETBACK ...� � � "STOP" � � R1-1 STOP SIGN PARKING STRIPING r° k>.,r J ,„... ? ,, '3T7.Ill.r,.,r!»y-,r,-,,•?e-l7"!.'', �,,..a, E BEGIN PRECAST AND STOP LINE, TYP. _..._.. 'CONCRETE-.. 3 1r •,_ rrxa ,TrrrTrn• rr�mr. ROADWAY STRIPING rr�yrT�i. rrrmrrrrrrrr�?rrrrr�rxrrrrrrrrrrr .�. :-,--1 CURB, TYP. I �; I 15ECAST _.. 1 �. ...:. . ., -,PR TRAFFIC ARROWS - y ONCRETE STEEL BOLLARD BOLLARDS, TYP. BUILDING ( ,€; ,,CURB, TYP. HEAVY DUTY CONCRETE AT BUILDING MAINTAIN; MINIMUM °OVERHANG, CORNER TYP. ADA"CLEARANCE ' M �. .� SIDEWALK _ rSTEEL;.BOLLARD REALTY I BETWEEN BOLLARDS. " -a AT�tiBUILDING YARD � `--., A ACCESSIBLE RAMP LINE _ OOORS,,,,, P� ww, ry ..,>...,. CONCRETE SIDEWALK LANDSCAPE AREA x x ;i .. P Tt0 -AREA rTYP ) A ,. � • . z,� ter' , 1 , t , � # # �, -- � -a-��:-�-- ADA DET. WARNING SURFACE 000°. o°o to�l...,1.,3.J �Si,z_e_., ••t. a Ty !Lc 6 BLACK VINYL COATE D — — , <!.. , .�,,,,,,. SETBACK LINE ADA ACCESSIBLE CHAIN LINK FENCE WITH _ � 4 , . _ e .. , # 6 BLACK V , X ....,r. PARKING ` SPACES W VINYL,`COATED`_ • . /+ > /: ; 20 WIDE VERTICAL LIFT ,'\._. �., , � ,, ,, I �,,,,,.����, �� �>� � , � ,_ ': � �, :. 10 I u CHAINS LINK FENCE WITH PARKING COUNT I— � I ACCOMPANYING RAMP & F TH hh , , I GATE WITH OPERATOR �, .,� , �f ��>:��,, � �' �' � ,; � I ,,. . b. WARNING PAVERS f u `� 1 >: 3 WIDE ;PEDESTRIAN AND KEYPAD, TYP. :,z r ,rt CHAIN LINK FENCE x x PROPOSED 3-STRIA: 10 SIDE YARD , ACCESS ,GATE ;AND_,20 . µ•4 ., : �d R7 8 ,ADA , ARKING:SIGN _,. _< A, A. P a X _...._ Ix ;". .t F �. . _> F � „ , � .>.�::�:,�,��:r�r ,:-;� _ _ SETBACK LINE ,�,����, _.,.. .,a�. WIDE VERTICAL LIFT �a r, ,. :�f: .�.�:< ....,,,.:.,.,,«, , ,,�� .:, mow:. .,»,. .., :�< L.,. LIFE S O GE .r wx T RA FACT LITY � GATE WITH '.:OPERATOR ' - ,_, -...�� � _r -.> ND` KEYPAD >.sn , yI,. .a..'_, r 6 CHAIN LINK x A TYP. c 24.0 A 1 I. 7 0 0 8 S FOO.F TPRI NT FENCE TYP. f � ,:. ;� - <, , � � � of xre-x,rros::szwa •<,v„a...w aF ,., ... ...,p: <. '.ta z -'� p gr s � '.: .< �� , .: : _ -=::. '; ., zf .,_�_>:r � : � #: 6 CHAIN LINK FENCE ' ? CORRIDOR �� - a 9 23 I TYP. CONTRACTOR TO 0 4 •,GROSS S F. l y TRICT �. r � > �t.:. T ,.N. .. � .� >, PROTECT EXISTING A QUINN )ISSTEEL Q .. , . . .. , . ADJACENT STOCKADEtA „ r ,. ,. , i, z , t 1 f X i � .r;r,�r�r� ..ro�. , ., ,. ,�.,� r� ,�� � � ', I � CE CORRID .49923 ..°�" ,,,;. „, � .; . ". '' r, , . - � PARKING STA��. �P� R °�& __ . . __ _ FENCE. 10 SIDE YARD :DOORS, :TYP. ..,. b�. � - . _, - , _..: �, .r. .� .,�. < o I «- ... �..,,,,a� ,,.. r, bF, . d .,_., . , .. , OVERLAY .��� DIET� m."�.,a,�.,�,.., . _ , _- RI SETBACK LINE a ,� ,? .., , R I . , STEELt BOLLARD , 1 x � , w _ =AT BUILDING p / R i PROFES ENGINEER FO R 9.TYP. f; I x ri D00 S 4 f• j" . g. > i 't � N & MAJOR ASSOCIATES INC. x '. ;. � - t I „�6�,N"T."�Ai:::".t*.,-zv x err,✓ ETi� x r t y r ) ray %I f f. ; I •.S A � � I ...STEEL BOLLARD � 17.0 f n STEEL BOLLARD ; . H ,� # STANDARD DUTY x F ,, m. AT BUILDING : wr 1 t AT BUILDING _ BITUMINOUS `. r - s'. _ a , > r'. __ ____...�_ --_ I x. � ' � w � � ,y ' �. � , ' � 'CORNER TYP._ _._... _. c� CORNER, ;TYP... . , g CONCRETE 1 a r ( ( ��:�✓ �"' a� � : . , �> �,., ,, ', ..:,„ »��.>�- , � o ��� PAVEMENT TYP. tt. 5..,.,:1 FLtYw� ! � x LiifY �' � ,,, w.+,�>,r"�ss,��,, r�.>< � .. , ! , as,.. ,m'.renw+.,d a.�a<....my „.�cm m..m., , I , .�ze d { 9.0 j^ I V1 -- 2 2019-09-12 REVISED PER CITY COMMENTS 30 ,FOOT,„REAR„YARD,,SETBACK ,.,'..,, n� 1 2019-0&16 ISSUED FOR DOT ACCESS PERMIT :..y...r..r.._.c.u.�_. � �j 'C1 ,tt�a,1 N STANDARD DUTY DATE DESCRIPTION t.:>_ rt"i .iT y Q) N O _ �i i I z I x PRECAST BITUMINOUS , ao i o �, EXISTING 12 FIRE APPLICANT\OWNER: .6F; ^/ w CONCRETE CURB, �� �� o \ ACCESS TO REMAIN LIFE STORAGE CA CONCRETE �► o z z I TYP. PAVEMENT, TYP. �' ` 4 I ''� � 6' STOCKADE _...._..,m___._ t _Q at j•'"< "4r A"Vy k�'�-:'•,.5 ",''--.+�zP..a�'�!^'� 1.j'�a���'�` �• �.��;.. O A FENCE WITH GATE 6467 MAIN STREET of—�-M o�Q o c a o I o a o o a o a o a--�a µ _ Y F OR FIRE_ACCESS,__ a o o --- __ _ _ _ _ _ _._ _ _. _ tt ; # _,_ _ .....__. _� _._ .. __ f _# _ 14221 , _ _ -- 9 x18 STANDARD L 1 Gc2 HEAVY DUTY CONCRETE PRECAST s PARKING,.-STALL TYP. PROJECT: } I iC � alr N < srrF EXISTING RETAINING GRAVEL AREA IN A ttr 1 CONCRETE CURB, DUMPSTER PADr W/ K.. .�-, n>> ,,,fV_„� GC-3 FiOiTF FkVkY .;-w WALL TO REMAIN FRONT OF EXISTING "t t TYP. LIFE STORAGE f'� FENCE ENCLOSURE GC1 ST $ { BUST 141L AW A. LUZ1111S:, RETAINING WALL REDEVELOPMENT z j k 435 HIGHLAND AVENUE SALEM, MA \CC4 � } � s PROJECT NO. 2570-01 DATE: 06/25/2019 J \ WETLAND LINE a SCALE: 1'-20' DWG.NAME: C-2570-01 NOTES: DESIGNED BY: SJL/BES CHECKED BY: CMQ GC5 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY PREPARED BY: VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR oGC6 GCB• GC9 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES . /'— Gcfo OCCUPANCY PARKING SUMMARY TABLE BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND l 007 ALL UNDERGROUND UTILITIES. o I WHOLESALE MERCHANDISE BROKERS. SERVICE INDUSTRY ESTABLISHMENTS SUCH AS PLUMBING. ALLEN & MAJOR I CARPENTRY, SHEET METAL AND PRINTING SHOPS, WAREHOUSING AND INDUSTRIAL USES 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE ASSOCIATES INC. N ONE (1) SPACE FOR EACH COMPANY VEHICLE PLUS ONE (1) SPACE FOR EACH TWO (2) INFORMATION. ANY ALTERATION MISUSE OR RECALCULATION OF ZONING TABLE - BUSINESS HIGHWAY (B2) EMPLOYEES, PLUS ONE (1) SPACE FOR EACH THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF V civil & structural engineering • land surveying ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) AREA OF�"THE BUILDING, EXCLUDING STORAGE AREA. ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. environmental consulting ♦ landscape architecture LijZ RESIDENTIAL USES OR MIXED USE- NEW CONSTRUCTION sf w w w . a I I e n m a j o r . c o m COMPANY VEHICLES = 1 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM (1 VEHICLE x 1 SPACE VEHICLE) =1 SPACE DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY 100 COMMERCE WAY, SUITE 5 / WOBURN MA 01801 ITEM EXISTING REQUIRED/ PROPOSED EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING TEL: (781) 935-6889 ALLOWED TOTAL EMPLOYEES = 3 " UTILITIES. FAX: (781) 935-2896 v� z MINIMUM LOT AREA (SQUARE FEET) 79,692f S.F. 12,000 S.F. 79,692t S.F. (3 EMPLOYEES / 2 SPACE PER EMPLOYEE) "ry w =2 SPACES DIGSAFE: 1-800-344-7233 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH MINIMUM LOT FRONTAGE FEET 352.9 FT 100 FT 352.9 FT SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 (FEET) GROSS FLOOR AREA = 28.149f S.F. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o MINIMUM LOT WIDTH (FEET) 352.9 FT 100 FT 352.9 FT (28,149 S.F./1,000 S.F. x 1 SPACE/1,000 S.F.)= "" =29 SPACES CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE MAXIMUM LOT COVERAGE BY ALL BUILDINGS (%) 39.6% 37,7% ________________________________________________ __ ___= 4. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. f 25% o PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC TOTAL PARKING REQUIRED "—32t-SPACES MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC v MINIMUM FRONT YARD DEPTH (FEET) 33.8 FT 30 FT 40.0 FT 5. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS & DETAILS OF ALL APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MINIMUM SIDE YARD WIDTH (FEET) 24.9 FT 10 FT 34.4 FT DOORS, RAMPS, RAILINGS, STAIRS, ETC. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ------------------------------------------------------------ OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL MINIMUM REAR YARD DEPTH (FEET) 29.7 FT 30 FT 37.3 FT ADA PARKING REQUIREMENTS: INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MAXIMUM BUILDING HEIGHT FEET 21.5 FT 30 FT 34 FT THERE ARE BETWEEN 26 AND 50 PARKING SPACES; REQUIRING 2 OF THEM TO BE ADA GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGSAND N (FEET) ACCESSIBLE. 2 ADA STALLS WILL BE PROVIDED. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF C MAXIMUM BUILDING HEIGHT (STORIES) 2 STORIES N/A 3 STORIES 20 0 10 20 +0 s0 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. MAXIMUM HEIGHT OF FENCES AND WALLS 10 FT t 10 FT 10 FT f v STANDARD PARALLEL ACCESSIBLE TOTAL DRAWING TITLE: SHEET No. o FLOOR AREA RATIO 0.78t NONE 1.13t SPACES SPACES SPACES PROVIDED ( IN FEET ) TOTAL SITE PARKING PROVIDED 27 10 2 39 1 inch = 20 i't. LAYOUT & MATERIALS PLAN C-� 02 z Coppight(D2019 Allen&Major Associates,Inc. A/1 Ri 6ts Reserved I . - I I _____ I � . I -�" "I I I \ / \ �_. . �_p, � . &� 6 I —_11V \ ___' w._.......�...................�....................�......................�.....— . '�7 1 6" VV;�-�7 EP- � : 'y I...............K, .Tt�R........................................................_w \ W\ .. 7...................V'se.........................___V/ I . , \\ I I � 1w\-_ _ .. 1_� ��, .............�.............................I.................. w v', . \ ^1 � \ i / \1 \ / 0 \ \ I ! I bfETAL GUARDRAIL \ I 'A \ \ 0 \ GR,Iiv� cul'i's . . � I / \ '��,, , It 11 \ m YZ'7LL00P' P,,VNT LINF �;_ \ \ \ �,"��� �.��:_-:��:=e�--l���4::�=r��:��,�I ! .......�...................--..- .—- ", - __ ; 1-1..... ......_ ,� � , � :�..... .......11-1-11 __,....--11��- --�.. �, - �,I I In__, -a__ ....1.10....,...........n..........-�'I.If�l---��,f,Lll�--�n�-,---,�cL----1:i�41 � T - ---—-- __ .1111. ..........= ___.- 7 , � ��r=...D..........�.-�... .- _( � 11 __.___0AA!__f_1&2_ �:�� .. = ::.,� 11...I - ......- -5�� �z�!�<:�7,_�P\ .;� \ ,� \ ! ...................... =-,- �;;��—"' _�____.—.- ,D,- ===�=�..� ,— L�__._4 ......".1111114-.. ...... 0, .....-.,- .... " -". � � - i.........��_.. ....� ...... I....%X,, .- - :�� =- i - , �"" _'.. .- ..... bel , .a__,i�----D--..---Q�-.=!-�.-..o......A-----_,, -.. ....- ...... - 11...I- 1-1...... ...... ....... __=".. ........ __ ......—.,..-,-,\ \ I z,I__ '- .1 1-1- - .- ..:......... , - I/L I i--a -c—'-2:�-; - ' .....- .......I ---- 1- __�� k \ (�,e A?E*sAL Gil' f"i"'IR/I �_�,_"-:� --- - __, , �=��==--�-�_ --- ---�� _� . i . : I.....__ �_ — ——-—'*'*—'.-- --_-..__T_=___ , —_ .— — — --__ : \ _� 1> � I-—----— ---__'___G_i1A_,�V'_*—CURB- —' / " YELLOW PAINIT LIN!"7 z �!�� 0 1,I /.I \ I - - - I ) -__ - I �"I,, "I __1 '-�,,--_ ,� - , '* -c-_-_._, ____ . . : C � _ _ __ - �'� ___�� � _..........._--;:�_--_- -===�—___ � I i I . --- , —HIGHLAND A VEN.,JA Ef ,�� ',�_,____- ----1-- * - : I — . __ — �_'_ _ , - , V,4�/37 PAINT LINE * __"__,__** — I I _..._..___,_.. .......I- - - __ __ 0 .....---.............- \ S!"f"I � -.,.- ,��.... .....—.18 ,!�____......_�.: _._.............__....__... ...............—..-. \ ��U.0;lv PA"1111,111, vV7 . _ 4 g .......____'. _.�i5 � ..... , ..--—_-.......__ -----(ROU'rE 107 - \PUBL1&,'\ - VARIABLE WIDTH) \ ,11,�_��:, �, — \ LEGEND �___ - 12100__-__-___.-- I \ 'V ,,,,�=,,,!,;.7e _ .... _........._V-�-c _____;�........._ - - ___- �... I / � \ " . - .I....-I.,....I.................I...........�...�........I. 1.1+00 z 11 -1 �, . ____-:z_ ---SVF,4 : _ -- -_..........ratt=t"Co. . ........... , . I , i , - 73, L_ . _ : : I / / � � , '1�1_ 12-�00 \�"!,,�x-I�,5 /&'� \% D�VH��'� � - - ,-,4 ,,,,- - --,, - .-I. ............._.. . ............ .....- -4 I_.—... �\____\�....."., \ "I C132 13i�no � -_ . � i�-I...I�L 4,9 C'� " "�;i�:Y,d - 711 , BOL TED SHUT 1. - _. , v,,!4;'"TE PA.,',','T LPVE \ - 7-\IA1 I LINt. "(It'? I -_ 11�- - - Z_ _ — .- . - , - ') 1 3:1 LANDSCAPED SLOPE r kIr 11 . I - .........=;�= �—,:m— �=��_ - ----- ---- - � 0 111Y V=7 1 0 If,5 9(B c `_ . ...—..,.—.-.--....--,/-�,,�,�,�,,�kT�;-I I 1.161 ='�)-tB 11- - __ RIM�112.65___...... -____ - I- ---..- - - — _.. - DRAIN MANHOLE ................_..... - ' ' - I -.- s N V(a)�105,1 9 __ � __.n"__ —--------I_.........--..--__....... .. .1-, J, iMve,b)=N,,-V ,�_-1--_ _--.—---—-_-____........ - ,� =,fa \ RIM=1 1�."70 OUT=1 09.30 - -- __ I - ...... ......- -_ �, /,*� ,�9.21 I ,_ I I -- -- _ ==_�:W-.--..--.-. -- '- -t- _- - . Z �_ I- 12 1 CATCH BASIN 0 : N v(/C)�10,5,C)-a - _ " C)r 11,�, "�2"HDPE � ...---- _ __ -B8 ,�'r. � , `I- -- -_ =---.- __.. C139 C \ / / OUT=1 09.35 -- 10LF � � : __ I , \ t , ld)=1,1 / . . W-RIM=-112Z, 5-- RIM=1 13.00 �, __ i / I _ , I � ....I. __1...... ; V V� 05,79 '1� -- - - OUT�=40914 __rF1_.-_-___ _ - .... , - \ 15LF,12"HDPE --.....- --- -11.. ....I——111-11.....-_.1.1- _...S1=1.0 0%'_1'Z____ ,—, , i X"IST-)' '_ I - 04U`Ti�:l 10.1 0,__4, Is " .447_1j,wr_._,..-- -..-..�---...,---,-,",.,�,�""-',......�. ... ....... CATCH BASIN - DOUBLE GRATE (1 12.00(E 11:: ,2��=Z_,=_=_A�,_ L_ -- . _�, i ; - - - I ' ' = ...... Pr�.._ .....7=1:_ __ 1 1 2.9 0 1_1\ @ _ — —� _1e- ._1_1.....---= , ........�.....- , — i ---1�'I I I;,--- S=1.00%---.-..-- - , I__==1\7�___:.......... ..... —IA", ......" , J`,�� .: ...... ......_.____.�.,". .. __ - _ _ � --- —3 . , - - i I L_ — - - ,-- -, - __ - - -"tF._12"H`DPE- -107LT,1 - __ � __ __ __.- -11-3.0 7��__ _,Z_�-,;:�. � __ -_--=.— .- 2"HDPE_ — — — " 1; \. . I I �� 7—. - -_ t s - - - ....- _12- CLAY- - .--- � OUTLET CONTROL IE I t . I . 'S1____==........... 5�_Z�_S___...._�.......-4 I , _�7 ---, , - - - - i k_ � .! - 1__ff��) \1 - - 1�__ �\,_ _�,_,� -,.�s- =-= ,-, . ........ - :........_-___.__,..� __._____.. ___.. 11 _j_�1--.. - - . 11 I �,I I I H lik o, , - - 11----,.."�...----------Li�-�..- _ __ -,.--- , I 1. I .'' , ��,111_41 , I 111 I i 1��*---_____' . - �,4 / .__ .�� - -----— ,._,____r. 171= . I__ I " I I I ; I ;I - I I I I I � I . - " I I I I I s I I : " I I I , 11 � ;11,�.' ;, 1".. I I I - 11 I I ,,,,,, I , I 'll I - I ,� I I I . . - I'll I � ...I I 11 I 11 . I I -i '� ;-�,�,. , I I I 11 '. � I , ,:, 1 , , I I I - '_ - I .1 - I . I I I � I '' �, - I �11 1 "I Is _ ,f 1590 ------ � - rM7.� I I'll - - �, � , �� ,, s" , ;I I I I I", I,'_1; I '',_�,""V \ ': I 11 " 11 11 - . I ���.......--. .--..---....'�-,�-,...—....--..--.�.- I I I I �, ' ' '; ,�:��I ' ' , . . -I- � � '111- I—_ 11 I I - 1-�. , . . I' ll I 'll- . I'll A .,� ".1 , I _ I I - _ I I I I �11 I ' ll I - - F`� 11, � rel—l", ;I !�-i-- . , ...............2��__ -1 - � ` , �, / - 'I L 11 - , - 113 i 11 I 1 2�',�,'�"' e WATER QUALITY UNIT 0 11 ...........�............__ ; 1, __*_�-� ,--- � I 11 , DIVERSION WEIR G I -_,� .. ".1-1 , I I 11 , ��`/ V '� - .___(D -L _"_\ `� -1, __ —#-f � , -1 m0% - --- - '' � 1 1 2.40(EXIST) Hsti __:J ...... - '_� _ _�,11 _.___� :ru,_;Vc_",�!�_ lip,p%= 11 0 I r — 9� .........- I— Ill- --I _1 , ��-Z,---wl,"-�7- - F, I 11 11,11 � flil 11 I I I-— 1 11305 ,' R . ,� I I " 1. - �__ - - . ,�,_ I ..................____ I 1_1_1111�",'�N, , �)Ams 11 � � - ; -?<'. " \ I DMH1 . _.. -I I "I 12.20 __ I - -_ -_ , 0 I - � 14 -z-",,l _113 � - I - I -.-.-- �,_ [, . z I AREA DRAIN 0 . I "I T�', ' , � _ - __ . &____����� 113 , . m � 112.50 1 "?Im=I 1 7.To i .60 _L --N_F-i�,L_ �,l, 1 t, P'. -- 11 . �. � -1 L! ..-..---_r,-.- I - I � I J V- 1 4 )��i RIM=1 12.80 - i __ _,_..__ , . � '�x' '�m,DMH7 I U "BLE TO OiOEN I I : __ 1\1�_-__.___ E - \ �� � fj . I " L - _N . �\15'r ,.. I , - I -11VER fff'? ,I 'J - _ - i R / "",� , , . - HD 14- � ,_��j ) IN(x2)=l 09.20 FLARED END SECTION C::�] . I 1-� ; .....I...11..... `� I : - � w I," ;6 \ % )I k /," / I - .1 I I I : INN:211:101:000� RIW=1-1 2 65 1 1 i- ( z 1--,-- : /N lv(c)=I 0 7.4 I �' - ,- � - '���, - I 1,,-66T�1,69,""d - - R I ---113.30- - a-6i� I ': , e ,-.\ _� � 1, ��, � ��z\ \ s q J 1, � q ,�11 �. IN(X�)=�i'09*03 I'11 I . : I ______0, 1 %4,,, 43LF,15"HDPE DRAIN LINE k -, _446w --- � I \ \ \ � *11, I ��111111111111111 I : ,� OUT=,1 08.93 ,, ,% % i I I � j - 11,.......__V"...-........-,--.,,...... _� 1111 I I �_j . - 7- V/--..—..-," __..._1 I �, I I ' I I ________� Lammm-r-wommomm- -04_*/____________j_...............-.......ln�w _"L. WA TE 7- - . i S=0.50% 3LF^,i i"HDPE � "' !� __0 DPE � 1w t. � 11 w,,��,,� . I ,; RIPRAP OUTFALL ill ------- 24- H T. It _�l�i� I ::_ :� S , Ro��� 8 �7"i S, -C wx�T-C;; .....�:......=. .........L-E--,-T—. ,:!--v _r. .,,,--&—e... — i 0 I I , /1\� _0,___� k .__r1_ r - _.F - ..... 1%, - r,T--�e � I ��, I --jr _�'.;7_E___'---G AS— I'll : c _--r. �i . V11 � BC== 13.35, - . I - 1111--�, -\ � HEADWALL . . . .1��_, *_ ;'25 , _,\� - G ------,\ �, --i � , " I S 1.00% , , j __��,_, - :�L�::_., . I 1011.�ooll_�lit:.".--L-��:--�.....F----r.....--C-----L—::::;: I.....=G " t ,; �,� - I I (L�k_ I ,-1�_- ._E___-t_C.._.._1t_1._ , -___! ----E GAS----:—e = __66L 1 1 3. --� - I : t--L ......:---f.........�-'T BC 113.45-w - 7 1,,"', I I�",,77� 76 \� e!!!!!!% I 11 , ,� � � , /,I - /W�,,�_ 71/ � 24,9' ' ' - /- ,- 1, � C � .11, , I ,�./_.�* ------ x __ . \ . ... , I I �� I I I / -- -- , , If� 'Z 19, I / I - - - ' -/',,- - `��`�� __771L_73j4 '_1 ,� , 4 , .,�) . �Ilw -;17-// -- I �—______J L- _ , / : ,7 777777117�F ,!1�1;7--/, 7�7-117-YII7117,�'-,�//'/71' , i %, --- , r=/)7/-,77/7//'17=/ . < - I . I I ,I'! Z ....I. I 1 77 1 1 1 1 ...i I I -, ,.. I I I I , I 1 O' CONTOUR '� t i ,� I 1--� I I I ''I'll", I I I I 11, 11 11 11; I, 1.1, ,_Ilq,�� I%j I 1'�.�I �; _,,� ��� I , � I I ""I"' I I I 11,11, I 1. 111; I ill, 11% " � I, i \ �11.* * I _ '� '' ��:," 'Is �� 1� 1. � �, \ / � z \ - ,_ Iss I I 11 __� I I 11� ' " " ', i C133 ;. , � 11 __"� 1 ,:1 I I �' " 11 � I I 1 � <1 ;�, _j-,,,,� I'll, 11 I -I - : �, � �,'� "-\, I , � ...� 1� . . I I 1 , ', 1111111� 11 I - I 11 , � , " 'y ,: 11 I I'll, .1 ;� A� , .1 . I ,X, / - ____�_ _J k RIM=1 13.35 , I ", -",-� , � ,, W I I I I �',, �', ; - I . " 1 I I , I- . I I I - . I I I ,",1 I '�i',! �1, 'E' , "�;li",�,,�,,,�,���l,"�ll,'�,��"�� , I I, I : ,''I "..'' 7�84 ,� , 1� -, , , 11 I 11 , , " " I /I �, J� , I I -,� I I I s, . _f_ ; ,sz�;,,I,,,, 1 , '"' ,"'_"""", i " -,"s's"�, ,,,� '""', , , , 'N�"�,c�,;'�', ,� I '' , �,', 11 I i ," , 2' CONTOUR ��� I 1- 11 _� �, - 11", I :'', o , 11 ", , "" , I I 11 _�,�,,I, , _,�� 11 r v',4_�, 1 1�, �"��I", -,--,-,-�`, '_'',,s:" ,'�:j,,,fFEm!1 14.00' � :: , -\- I . � 1 , I ""s � "\"'' ,, , - -, - - �411F`�,, -0 14.00 ,,k"',---,�,� �"a 1 1 1 ,, , " I ''K ,� "', " � ,-,-- ,,,--,,, � FFE I ' "', "I "" I,_'�"":"",,� """ I, �:� """"' "' "I'll, � :: I - ,If '�__ "`,-- '11"Iss-I'3 I 11"I 11 -1� �, �, ," 11111-1111 � "I"I,"I , " --," � 1 -117-11, - �, , �I OUT-1 09.23 , � I --_I_1 � , , " - ,, , -1 I-A I � I I , I I � " , I I. 1. I _. - � ,/, I I , " ��-,, '' I � I ` �� ` "� "'' ,"I I- I, I �-", !,"I 14 k I I , 's,_",�!,, ""',�,",- , I I I I �,�,:11 I",, I - - ,� I '_��, "" 11 11 � , , , , , , ,,:�,,,' -1 I �1'71',,.,_1"'�,:,:� 1',:s', " I I _ I - 'I6,� I 1, i I ,1.I � ..1. I ; � I I , , , I ' '-- 's ',��,' "�,��,', , _�,',';. " 1�1 '-, I . I , , I -, , s "s��,,,"";�:�� ,�� '' I I ; 11 . I- 41 P I . .., � -4 ,,,,,,,���',' �",-,_,, I _,", �,-,-,��""",",�;,,,,,,�""!,�,� , ,� I I �,,, ,7�,,,,jl,�,,�I,' '4' "", " 1� I -, """"", �, ,11, � � 11"I'l,"'1�11"!,,,,,,',�"'� , -i____1 � ,�,,%-i _ , � "I'll""" , I �'ll,�""I'l�,�I'll""I'll,�'ll""I�"I"1`11" __,"'I"11"", � ,, ", , � .....: 1. , I "I , - " ,, __� " I I I , , �s:",��,",�,,;'�, �" " , I- -1-11 _ , "" "i'll"', '_ X2560.00 ) 1 -,4-, , __ , 1, _1111P�, , , , 1, I ��' , - , � " - -`,',`� , , " ,� ,� , . . 1. I , 6 �/-BC= �// i �4 �� I'�Uo�r � , , �p , , ��_' , " I - - I , -,,,�,lle�,,,,, ,,. , r"I "I%� 1 'I��",4�-',,,�,-,�,--,,,�;,�,�,�"",�,,�""","",�,��;�,,, t� "",",I ,� ,"',I : :� � , , , - -,:" - " - , "" , 11 '' ," , "1- , I z��,,,, -,s I'-", '�' `�L I "s __ ," _',I, � �, _,_,� , � ' ' " , ,,',,�,�,", I - I -41-F 12"HDPE s,�Is,,��,�-&�,, ,,, '' , ',��_'I, , ,�I`:�'-,',, " " , - I 1�I , , :,, - I (:'� -11, - " ,, I - , _, ,,- ,,, ,,"� ,��,f`� I " " '��",_�Ilw�`_-14 ?�,""�4,,',,,,,�,,�,,�,'4,�, ��s 4,�� - " � � - I I I I I .1 I �11 I / 111\j,� T=; ,� I ,�,,�l,'Z�,,'--,��,-,�,,�,--��",:��:���,,�-11-",�1-1111, I :, 1!�1�_1"____'__11": � 1 1 3.2b � I 1, I �,'III", '�:, � �I -,,,- , "' , " ,�,I,�� 'I, " "" �� lbu= ). � 11 � , � I I� . t I , " '' , ,,,, ,I , - - - , , �` I - I , 11, , - , 1., . 1"', � o i I , ' ' � , _�',"�, , ,"�'s,�, - I I I -s", , I �', � " . ��I I �I i , � ; . \ , I i, I -, "",,",""',,,,�',� " �_, ,- � I , , � '' I 'll , C) � " -,, , �-,'��,,,��,,�""","��"\,���,�,,�,� , � 1, - � � - _,,�s,, ,�-�, �'�,', I I � , I I I � ;: , , 1 , � I I r7z, ,� " I I",'I� ,,,I,-,, , ,,,,�,�s�, 11 , , I I I I� 11 I � if I — — I 24"� I I , , '_� I Is,- �, I I 1, -11 , I 1 4 - I - I I I . I � I,:: 1-1 . I I 11 "I" 11 , -- :",:�,,,,�� --- ,- � 4 �, I , ,� , � ,,'_� ,,'' , , '7 ` , I _��, ��,I, ,4�4'' , I�, �, ,- ,,-, � , , ;� I I �, . , ` , ,� ,� , - " `:,�- , , , �,�, 1,11 I ,,, ,��_, , I I I , ,",-;-,�', ���; , ,",;`�"�,,�!� e,:�,,�-�s��-,,,_� , i I _,� "" I , �� _ , 11 , I"I I's , , -,,,si, ,�,, �, i I f ,2 - ,!�,,, ,," ,�e 's� ,� , ,; ,""t �', " 11 I , �, 11 S=�.00% I ? / ,I �,,s,,�,,' ,`-":,,, �� ,�, I ,�� I I � 2; I � INFILTRATION SYSTEM NIF 11 /",v "'Pr""2!s-,�,-,,�,s� ,��, , : E — — :1 114.90 _4�`,'Z,,�'J��,,`�_--,`,,�,?,:�-;',-":," 1.1 I, _ -, ,� ,"-', i��,-`,,,,-,�,�'_�-_ _�, , I " � ,- I ��",�",�""-,.""�,,,,,�,,,,k,�,,-,,,,,�, �',,",� � I I R V 711TY 17, UST. - ,4 i �,,,,,�"�1Z,,,,-,,,� , "", _', I I ", I I �, I " , I , I ; -1 / I , � , - I I . .I , , I ", ,',�,,� ��,,�, I, , I � I I 11 t ," � ",� 115, 1 1 1 s", ,�, 11 , ,, � I I I � ,� " - I ��, ''I I ," � ; , '�� - i , , -, I ,�1� � , .11 , " , � f�',',?J,,�,� , : � "I",I �'' I,-,"`� �,,�, ,, ,,:,,,,',,� �\, � I , I , , ,11 I I , " , � �_� I I I I I ,� I D � / * " -,,, ,,,,_i�,'19ss,`, ,"r,I I,1��I, , , , , �,` , I —11141"] , ____j i'R F_ C11 1� " - 4s, � � __� -', " _ ,�,,',,*, , , . ..... �� , I 1,"'I 1,-1 � _&," � �� , I ,""'I,I" �� , , I, I _ , " "" �,�,- - _`sr,_ , " ,�s '� ',`,� N �, �91� I'll � Lj ��' � �,, , "'"""' �, `�'st"PI ` 1 ��� __ -7w-�,� u_ I NX7 " "' , � i__ ,��,s��,,,�,�'t"""',',......"',"",,,,,, ,- - � , " , _� ,� � , , I _' �,� 4 ,��, "," , , , " ,"K., 2 f I y", � "s-�, � ,�',,117� u �,-,,�""",",-""","",,,.,,,-,��,,,,,,, � � , INFILTRATION PIPE �r_M M� rr, P1 r, [2 r�l I`011F"I 0 APG_23, 4 """,,�"""�,,,,�"k�-,.,,',',',,�,,,,, ", � i, � , � � i I , , -,:� ,-' : I I I "�:i,�',A,,�,-- s,�,,I',�;, , I I , ,�, i ,,, , s "', ,� , ", , ,,�,�� ," " 4 , , , I I 1 '��' , �11 , �, ,,,,, � "I 11 ; -_ 70 - " r - r- , �, ;,�, �,:;, , �"I'i,,,"'01!141 1� " I -,, "11 , , s� I I ,",�,-," _�� , ,�s' , �, � - I- I,�� , ",-"""",""��,,,,,,-,�-'-',.,, _ , ,� 11�, '' `� , I , I : - � I (�e_ - s , "' " " ; , ,"Iml-l''"I'k�,�',',,,',,',',,,'�-,'�"",L,w"",,-"-�'', �, �-,��'' -j", ' " I , , , , 1� �, i / , / I\ -- - �,, , , ;!/ . , , n 1 / , � _ ,,k - , I' ll I , � I 11 , I ; GSTOtv' S77CET , � �`,�.... ...''' 11�`,e I 1, , �', 11� I I ,, " " ; " , , , I , � I �111 I i �.[ I """ I .1 - � I I I , , \ --� j . ,:-,-",;": ''s,1�`,��,�, ,�,, , � , I 11 I .I �" ,��, I'll I . I ,,�,11,1,1 1,�, � 11 I � 1"'�"` sx� ,, ��, �,,.-I , I 1), I r"�I � DETENTION PIPE r777_=_1I_=7_ 7 , �, 's 11 11, , �', . , i , _�, , I I I ":� I I ,,,, � I I 11 s �', ,� , ,�'� , N a �, 1, I I � �,:, ',�_,, ,"'11., 11� s 11, I", � , ,,, ;�III ,, , I - I I '. ��, I , " I s " e , - I * %�� . � I I I 1 . I I / " , " "' ,I, , I - � , 1 I , "I," �_,� � '11 . I ' ' i I. ._, � 1�� , ,,,,"" ,'�`" , , -� I I 11 s - 1�111 , ,'I s, I I . - 1. I " ," , , I , , � I _ � FEA L T' : � �1� "',-, 1;,I , i I I I ,� I � � �, I I �1, I, I , 11 I �' I - ,11 , I . , 1� ,I I ,I'' ,� I , . , 4"A"4�,�,"-',.�, : ��"'111", I ,�,�, �,�,,,," - :, � I 1','�," ,,- ,� I I I I'll 11_1`1�_"'�,,I 1i I?;1��1, � - "; "� , - t 11 1," f:I �"': , ��,I �, , s, ; I ,�;,,,��," ",k:"s��,,,,,,';�, ,"",,",''�",""�"�,-'�,",",�"",i,;,",�', � � 1), , "",, " ,"�""" I, " , , , I 11�1_��1_11`111�11 � � V1. I I i Vi __. , j 11�11'11 I jAj , I - -11 -11 ,, / ! I , i� , 4�` � -, '' , I I I,�`" I-11- " � " B , �, , , �FFE-�1'14.00"'�'�""�"""I'�",�"' "��,��,,�,,I�,I,A�,,��,,,,-,����,�,-,,,�,��,, - I , Is 'v""," , , '51, � , 111_�"'s 11 11 I � - - , �" - ,�",� - s 1 -'11111111 11 I -I 0 -1- I 1-1 1,__ � " , - , ,�,,� ",�,"4"', �%�,�ss � , 11" : ,,,, -�`,7, " , ......� " ",,, I......� Is s+�,,'. 'W', -,�� , _ "� - /,==4— '"--"'I"",_` � `�� I , , � 11 I,1111,I'll, / I I - , ; , " .. I ",—'s,I 11�I I s I'll s, - "I�____-11 e 11 11 11 , s� -- I I I I 11 � 1 I I � ..... � . _, �! : I I -11 I -I � '-'--F'-,'t,,,,�, �, ,,- " ,1_1 5, , , : , - - ,k�,,,, , ,""","� ",,, , ...... - e, I , - - " �,-- , , 1. ///, i I-,-, i p P ,1 41,--G�4 3 7 $ 1 1_1_�11`111 111,11-1 1,1_11--1 I I"";, �� I, '' , ," , " "", s,,,,� s","',":f , ,, " ""' " "s ,- _', ''I' ll -___1 ",-, 6 ,, ," I - - , ,_,,, � :�,I, 1z, � - � , ,,, , "I s,s�`,,," � 1 1 1 -_'Is"",�,, ,_":��, ,� �,�,, 1, , �,",,-1,5,1�1, yl, , , , � ____ __ - I 1, , , '�� , , , "" , 11 I , I,I ;,-,� ., - I I I "' ""' I J11- I I I : -, , ,I- , I I 11% , � , I 9K.794 I � ,�, , I ', , , e I � � , , I X, '11-- - I'll , 'I, �, I I� ,�, �� � , � : I " s , 1,01 " ` - " I I . . UNDERDRAIN —UD— I �_cl � -, �""", I I ,,,', ";_ � , ,� 1� � ,,,,,,,,,,;......I-, "_�_, " , , �`,� , "I I ___,�:�_,, - -11,1 ,/ 1 , ,�", , , - � I I � I ,'�, " , � , �` � I I 1�, ��', , � : �;,� , � , � �,�'_' "', , �'', I " �,,�""","","",�',,�,�,�;�,,�,',,, s �- - , I s I ) I -s'-,R-;�-,, , I 11:�,"I", ,,, I I ,�,,,,, � .C� �E- I , ", I , , I , , , , I , � ,�"",�'I,,, ��" I -1 �s I 4: 7 - /,Utj,l U ,, I �F_), I x , ,il','� , s"I -1 I'- 1�1111 ,� I , I I _,�_ ''_ �,-,,; I ;s ,�':,,,,,,,�,-,"A I I � 11 1,�,� , " "�, � , ,' , � e ' 'I"- " I", '" I, � �." 11 I , , " , I I �"i�"',�',"-,""s,�,�,,,,,'s,:,',,,, ,,, � ,,5",',,',,:,�',�!,� 11 , ,�,,,�.,-",' ' �_ : , , I i"", IN11=106.93 I I � , ':�, �" , , .....I ,, � ,�I, I I ,�,, 1� I, � I ,, " I , ,,,,- I " ,Xl, , - " � 1�,,� ;� I'll �, , , I I �Is,, �, I I 'I, � �, , - ", '' I I I I I �, , I I " 1, I I I � � �',I �11 1,I " , I I I I , "I I - - , , . I I I I I 1, � , , " ,�, , "I"",l?''11, I �i I � ,2" - � � ,,, "', ly , - �, " %",, � - 1 J! RIM=1 13.45 FLOW DIRECTION ==* - �, 1, ,�s � , ,,, � i- � �:��,___"`,"�_'_11� �",: I- I-, � � - � " � . ,��� , " " , ,- , , '11"'! �1,i,�,�,�s' 1,111111, "'��,'_"'1�1� , I 1�,.,", ��"I", 11 I o I �,�,,,, c�?_,,- , ", � !� - ,s,,, , I I - , , I I . , �, _ , , 4. � , , , , I ,� -1 ....... _�_,'," �,, s, � tz I I , , , ,,� ,I , ,,"'s, '' "', I1�;, I I I I � � �'wl �, 11 -�.111 I 'I,' I 'I' , I "I "I �, I . �� �,vv",��",�!�",t���--"-!>�--",;"� �.,:"� ",,,,',- s",'�,!,',,,", ,,,��, ,,,, I I - �t'111 - I " I � � , I ,�_,I �, I I �,�-",�,,,s,-, ,-- �,��I�� � ,.4".� - , � , "' , , �, - ,�' ''" , �, " , ,'' -, , " j, ,,�,_ � � ""',, ,�":�,:�� �, �': 1, ';�'1'1111i""1111�', "�'�,,�,`�, A,' , "" ,4��'�� , ��m,,,,�",,,,:�""�,r,�,;�,g�,��,,��""","�", ,�_,,',`':,,"l, , "� s, , ,��',�"""-,;�,,,,,,,,,,,,,����,,,,,,,', , ,����, ',-,,�,�,"'_��,�!�'':��,s, 1 F�� ,�" I /� � I ��Y,1'1_',,, ,_ 11 I s", ", ,I e "� , I ,___ " ' ' � , , , , - , " �,,, e4, ",7" 1 , DMH2 - �,��: ,,',��,,�,,�"",�,,,,,�,���,�,,�""- , -1 "�,,�:,,I'z , ,,,��� , . - " , ,�� � ,�,',`�,, 1,',,"�,`,�,�II% , , , � �' //, I Ix ..... , � I , '!,�, ",�,""',�,"""""'It P, � ", � , , - ,,, "'s," I , `�_� � I ",'\'" "" , , , ,s, ,, , �, �,,,- """,,,,_`,�""', , I RIM 113."35 , I ' * re/ , , " �_� " , Y", , I p .' _� I , � ,4 ,�"', : � . I _" � v f 1, 'r, - � ,,,,,,,_ ... " ", --" '� � � , T , ', � � , k , �,,,I ` -- , ",", ,� , I I 11 - ", , , , '111,11 ,, 11 ,� I . I I -P. I I�WQU2"-�`,,"`-`�`"""'" 'I , - " '' , �" �, I " I """, , -s . If x I ,;�"`, :�, 1111,1111,111"', , , " '"''�'T, ,,��, ,I" , I I I I ; � �� I \� I I 'r, "I I, ; �11� ,, ,I - :, �,, ,,,� . , -"s, ,,,,�-- - ", ' " I I , I � -��, I-' ,I I I I I � � 4� � ,� �� , '' -, " I I , , "I, I , I I " , '' , I 11 , _ . "I " � I 11 �, � �,� � , s R I , I � " I ': ,� I I ,�, ,':""� n I I'Y�_I � -11, I I I I '- I I � " �,, I s,, - I � ill '' 1� -1, , , I ,,s K� � � _1 , , ,�, - , , I I d:, �, " �, , � I � s,� � , ,,,"� -,,,,,";�,�, ,;,,, �� ,� � �, " , I f,�� , I I" _ , � , -11 - . I I I- jz_ ___0 x�_ - .- ....____ I z' I " , ,, � ' ", I 1', I I I 1� > . - I ,- I , I I � I "" I � � - "" - ' I I ,,,"I"" : , "-�""I 1� ,�'_":�,,;'1,11'1`_'I I ''I" '�' I _;0 '15., , "' �r ,,,,',' , ,, ,� I I 'I,'-1 I - I I 1131- 11_1�', "�, �_,�,,",--,� " ' '' '_' ' ' ' ,-,,�-,,, � - ,I, I I 11 ', ' I', , -, ,� . �I "I I ,�',n,�,,,� s , ,," I ' , ,-�-- -�.,�,;;-,,:_,,,,": ,, ,� �', � , "I� 11 � I, I 1 , , W � , 1_1� . I ''I � ::;� " 6"`,",",'� , . I'-,-', I� ,�, , , , 403LF 15"HDPE � " s", ;_ ,,- -�:, " � -- I -Y,", �;_"�� -1 , I, , I I I I'll 111, I V-1 ' ' '' - : " ", - 1 '"' " , � 1" "' '' I, � �, ; ��,:,�,,,, ,,�� � , , , � � ��" � 1-1-111"a `�:,` -�z-_ �"",��,"�, � .5LI,I Z, H = -3 " , � ",-,;- ��* ,, ��, ��� I i��', I% I I's, 1� I ��`1`11��",�11 Is 1111 i- --_�, ,,,:,: ,!." ,"'� ,,�,,,,'',',',,,',',', � , ,�kl " I PROPOSED!� —510 n`/�',""'��," �-,,`;. ,,,,, ,s,,,,J`,,",,",",'!' ' IN( 2)=108.88 1 � I , , - ,, , '' ss, , � � � -� , `f�l --I-- , � � �"�,-"',",:-�,�d,R,L�,,,,,"'V", , -, , , , "r,'' I L , _�_s_, ;_��, 11'�',, , , - , , -- ,-- ,- � I ,'-, �,� , , � , - " j/V r, ", "' ' , I �'s',"'i,,,"", ,�'�: ,',,,,�'�,.��,)�" , I ,,, , ---,,- , , , ',, '_ - " I " �,,,,, ,, , _ -, _�_ I , - 'I - RIM' ,113.55, ',', 0, ,� ," I "'' , , � I __ 1�1'._;1,s,"1'1i__`I ��:i� "",_s, � I , ,�, '' "', "" � " ,,,-,-" ,'' OUT=�I i O'.i 5 ,// 1',,'' -�,"" ,,s_ " , ," ",,,,,, _I", , "_� , , - , - " � '' , � bkll , I , , as"'', "", , :, � �' GRAVEL I , � , I " � I I -1 ,��, ,, , � ,,, ... :-� ,,�," ", ,; �,',��,,-,.,,, ,, , " i 11 ,0UT=108.78 � f, �, ,; ,,,, ,:"�:,, � ,�, t's�"" I 's � ,,,,,,, , 11 , $� b Ok' I ; -11' N V/ �,,,��r,',,]N(DMI18) 1'09.:i ,�,- �",', � � , , '' I , , \ I ijitj i , I , "s",,,,,, : '0,,,_,,,,,,�,, � , I 11;1 Ii I ,�;', 1 j jl , , � I, , ",,'�s�,:", , :'11," I 11 - f I \ &L I ,"', I , - �� I I I V � ' '' , , , - " , " , '-',- I , , ;f� , ,tss I �,: I :�E \ � ' - " ,�' " - �, � ','� ,-" , I �, ,��,� _ I I I ", ," ' , 11 �A,,� I � , I , I. , � 'I U-,, I�4 ", 111'-,�--,�",_",", "�-" "' �s� " , "3, - 71' - ,I . " - � , I I �- I " I— _ _ � ,-,""s:--"I N(D M H 7)=1 0 8.z ,_',,," ,I,`,:,,,, ,,:i',��:_,��,,i,,,,:,,,, ,-,�Z, , ,, , : I - I I . " �,," -,k........�fi;,,__. ",-, -, , _ _�_, "I I 'I�'_ ,� I , , I e',� I , � ,, I I , � 1113 , "I � � �"_I "I I I � _ " , ,,,,,, � I— , ,��,,�.,is �,'', — — _G ' �� , I I I I !I S=0.50% i 1, �_ x -73... � � , :�;Ll FE,,,,,- RA ETACILITY' , 11 , , 1 � , ,Dmko 1, I I I , . , — STO I � 11 I �, ,"', L'' L I -� " I L ',_,, ,s,,,�,� ,-,,;�,�'�,` L, s, , I I'll I - I , ' I , — I I I I , — - I � 11 , , -�_,' � , '' I I I , 11 I '' ,'� 11 " �, ,��,f,�' '.�I I I - 01 I 1Z. 1� — I ` _;_, �,_,.�_ "' 'I' ll - , I'' "I", I ' "_:' ' '' ,�,��', � 's I ,�' -"'��,��,�, " '' '' ' ' ,�,,,',,,�,,',_ " " I , LZ , J� I 1-1 -,,,, � � - - " ,'I s , L, �.. ..... � . L '' '' ' " I ' ' . �, _', , 11 "'�,��,�� ' , ,;�Ij �s I -,,,I'- � - ' _� I I I — , , � 'I"' "s I I ' ' ' ,e, I s � '' ,� . , s, �m_s:L , I ""'�L —1, , ' _,: """L" , ;�� � , ,� ", ' ' I L I I'LL,, —...--.,.— -- . i "I, — ''� " —, I , ;1"', 1, 11 , "Is_ , s5' ,,, 1, , 11 I � , ," , I,` �",'L L ' L .I L, I I I I � I . j 1� "L - I , I CARLTON M. Q, . ; "" '' , , " "�"!'!� L I 1j'" __"_�"_�""��_ , , , , __��_,I : � ' 'FFE-7114.00 I I � I , , a , , I " �, , , I I I I ' -_ ; i , - 1�1", '_ ....... , s � ��'5',""� '�""L� �"'S"L,',� z'��_ �, , 's ,I " � " " _ ' ', , " - - I��,,"' _ , , - 11 , ,�, ", "'' �� Is, ,,,, �_,_,� ",_-_;L_-"_� _ , ,� ,, , , I - I, , —,, I - ,�, " , "��,,","",,,',,�:""",,�'�'�-,"��-�-,!s , , ,11", �_ 11 I ! �' I " ,, �I'L, 11" I " ' -- "' 'I ""'' , , I LL� I ",L���","L,3",_�11��_ r , , ,�_�_'�'� I I .111, I � ,, '' � I � ' 'I" " I I ,� I I I � 11 . I ,, L," '� " ' """ "" '' � , , , I -s" " - , ' ,��L', L I 1 i OUINN 1:4 ,�_ , , " - I, I - L ,�,�,�,s ' ' � ` ; I'll I L I I 1 __4 , , ,� - I- ,,',�, "'"�I',�- `- , " L �' , ,�1,11'1_ ," , "I:, -, 1 1_:,:,"�,,,--,',&"""'L , I I",",� ,��,�"�L�� ""' ,"' � ' , , , ;�_,'''',�I","'I"s" . I . 'O I, "'t � ,, ' I ' L - "I'll, , , " 11"'L , ,, , " " , " , 'P ' ' sf'�,s_ "' ", � , � , ,,, , " , "_* , g��,� '"FOOTP ' "" � �,,,�',,'-',',-�,,--,',,���L""","",",�,,�"",�,��:, - RINT,,,", '' 1, I _ I'j, , , ��";,f "' I _ : I , "",", � , �-,�,�"Ai-a� ,i':�,�,,,j , , �", __ - — . ! -, --,> 71 , I 7'�' "I '�'_�""�L'�'4,"\�'��' '" � , 11 I "'' -_',�� � " _:��, i, "�,.,",I�L , � s I I 1 114.9 1 1 _��"'L�s �j' ' "' ' ' '' ��"'�`,"""��t_,L�_ ' ' , '4 " I � I lr'I',e I 1�� ",'s"""`�, L� �'�',,I R I M4=1 13' - ,OUT::::i 1 08.1 O ' ,,,,,�'�," ' � ��,;�, 1 � � , � 'j,0 , '' ` ' , � ' , , I , , , � '_ ',"'.��,`_ ��s,,',,'' , , "" , �0�(,,K x 1 1 'Ls, L_L ,)�' , , ,iDz , " ,, _ _ ,I", ,e ", , I IN(CB 1 0)=I 1 0'.'001 L: ,,,"",��`6LF 1;8"HDPE"i-s-ti-�'`�"`�s�'_,�" "L , L L, , 's 51- ,,"' ,-"""'�'�("' L s' I `� i'm,- ��"3 0 078± S' F�`� " " _�,�s,,S"� L , , � " , ' i ib I i "",,�s�,:sa, �Z�7,0.udtl ��""",�"-"�ll,��1,111,�I'll�I k,'f". �� � " , �� "','j'� L",---- I , " " " I ,,, s, , ,_, � _ I , � ,,, ,;�,`s"' " " , ��,,,�,V, e'-",,-,,,��,, -,,, - §�, �, " "�'L''�,_",,, " ' ""'s " " ...... "�"- 'I", ': ,� , ''__ ,,��, ,,,, , , , � "I - ,, " , _ I 11 "I I : "', II IN(CB1 1)'= - -�" -;s�L ,I, ,,,, , , , ,,, �p 0:50_ I /_� - _� ",11 CB�' I . 11 "4�"` ''" "'e"' 'LL� LL�L"'L�:"';'-,'�",""',�,"", s ",,,,,111 ,,,, ,,,, - _"�__":�",_ " - I I , I10 t ... L L" I 11, " I I� i VL I . " , I , , , _� I 11 1, I , , , , , � _ _ -- I I)�i�,� "I"I'11,11-Is"!"!"I"I'll", " , ,, s'�".,L�"_�,�\ , I -- I 1 RIM=1 13.35 1 CIv1L_ I 11-11, I _��� , - I , I " , - , �, - ' _'" -- ' _ I " " �, 11 , ", , , - ,, , : "", ,"�,� ,�"" '' I , , ' ' s, " s � I,,�" I � 1 t I . vi , I ' ,� I I ',�,_ I , " - , �"' " ' , � ' -1 ,N ,�:�s ' 'I','' ,� ,�" I 0 -� " -''-"�'-"" ':"�'-�,",-',"�"X , � " I I I �z I I , 1 -4 '' . '1� ,- _ '' - , I I , I ,, , ,��, , I I I � I i I - ,-J",L,L� L" I, s, "" I I �,,,,,,1 , � -� �I I I I I I ''I" I s ",�'s" ' '-_"` I.,L I I , I � � ,�,",,,, ,,�, _;�":, ��,�� ", " �, - L- I���, , ''�',� 11)�11 11 I " , , , I ''I �" D "''"'ms", J ' ,, !� ; �� ,:, , " , , '' !'',t:,L, -�5 N'F. ,�, ,: , I ,. ;�," I I I :s- 1� I I z ,- , , :E CORRIDOR OUT=10 'O ' 3 1— �,,,"I, 'Lj"'II""��"-",-,�-',-:�",]"",:" z�,,�,�,,,,,�,, ,, 90 234±s,�GR055s "" : s , , " I , 9':4 ,� X, ,� " '' ", � : s, _"'""', ,, I , ' ' , " , , � , I � , Is:,I � I � I �' " , I 1- � " ,;","'s > * 'i , I ''��' ss�,q,�-�,' , , I 1'1�s ,��,�O,j)s, ,�,�, I I,'�,��', -,1-11"1111 I ,,P�,,"�!Z_-,Z�,_ ",, ,L Is,\" , � , , ,, I �� .1 � I I I L � 111�ls -, , " , _�� , �,,,,�, I )f 1 i � �, , "' " , I, "' ' , . '� -_ 11 , y " " �, I I I 1, � 1\ , , "I ' � "",�';"J�"'L "-'-�"'�,"'��"'�,'��-,'��"' �`�" ' ' I '12 ,HOPE � , , ,��,,�,,,,,,,f����,,�,,,k:,',""��',"'�'��","�'�'j�" : ," '' ss� � " ,,",� �: " I I �Z,,,, ,,, I � - ";� ,,, ",,,,�s,',�j,, -I " I I -, I , _ I I I , � :r, '' L I ' DISTRICT I I-,.. �"��, ", , �, I I 1'�,�I "',� I ,, , I 11 � , I �.6 i " OUT=1 09.57 I 9923 9 N �,�,II,� ��,,�,,�I, � , ( -111, �,__� , .1 ,�s�' sl� I I I � I I I— , � ,�_ " , - i . I - L - ' ', - 11,,-,,,, ,,,,,,�,,"" , � ,� , � "L -"' ' ,,_�"L' ,,, 11 " I - I ': I , 1 . � _�.�',',,�,-,,� i��',',�,�,��, ,-�� , ,, I I,,, � ,"�,, I ,- s'I,- I I I I " I -, - , � - , , I � , - I � '' -':,j,, ,,,, - �'�'L , I ?r_�= 1 , '71---- I 1; � "��",' ""�"L ,�'�' ,�'"' ' ' , " � ,�_' ,, � , ' ' , I ," ""�"', ,,, � ',I �,� ','�, I 1, , "I '' ,,, �, : r)77 , , �, ,-: � , "I"," ,��,1', . -_ �...a 'L ." s� �,O_I , , '_'�,',,'�,,,,_,� I "'-, " I I I 11," I - I-", , : �__, 1'1�11�1 I `1 1 6.6�- � I " " " , � , � I _ A- I I, � _' 26LF,12-HDPE C= X> ,� - " , s " _, '���_ 1�11 ', ' ':, I I �,�"_1'1113N,", ,'_',s�'I, i ;sI"""',�� ' '�,,,��, "','� , I ,,_,.",!:�I�, � , , , ! �, I < 0 0 " - :_�",'�l_1�1,,"",�,""","�":I"`,11,�,�,�,,,�,1" ,,i,,",,'.',"-,-"- , i ',-- �:,:s�,�";�,"',�-�,"', I'll � ,, , - , , , ,� --.--- , I , I I ',......",1�e"1'11_1',,�� S�' I &I "�", ," - " � I I �I, 1, ,_ L I \\\ \ 11113 ; . " , � _ 10 , 11 , I I ' , " L ,�,I��,�""L , _1",1, I I a ,,� 11 ENTRANCE CORRIDOR I F , �� . .- , - , " ,�� 0,1LI'" 1, M !�Z '� ' ,' A , .1 _,� � �, I I 1 --"---" s� __,, , L , I I 1� I 1, ", I " '""I'" � � � �--�,.��"'S"=51.00%--,.-.,�,,�--,..--- � � I 11 �' , , , __,s,--,�,-, , , , /,'�,�",'� 11111L � I ,�', L b - � " I,,, , �,"�, � � ,�L , � -11 ,� � , 1, I I - �', �' 'I , 1; - 'L - �,�_ 'M��'t . _f/ I �,'�,-,`,,,',�,`-',��,, " I �11 r ,,,,�� wi, ," , I , , , "'?g,= 1� 'r , , , ' "I 1 &15 Im ismO,6 i- I - T�wmzmlmm Is, I "��,�, ,,, '' I � , , , ��"L" "',,�,,�'��' �11 11, �1. t , / , ;"N, ',,',",",�,,6� , �,,",,`- ' :',"�'� ' '"' ' L ' '�'"'�I�, i I J ,-+T 11 .1m '10,11"mi'mm m V. ,Emmm"ft r I 11talomm "," , I �', _:"s',L, ', ,, I �_, , 'ff��'',��,;L "m, , , � - ,I I �; — I", , , ,, � I A I C— � ,r , -1 ___1 __ x �"1/77%r/W � N I ,4'kk , " I "'. �',��'m ,,I ill "'� " � -1- . L �L","I�, " . b ....s, � '", I I I -- 'I I L -"4'1 , ,, 1_1___,__Q Is, I 'I � ,'�__- I I f DM'H9 I 1 ",L' �� ,��"�'� I'"s'f�,�,L,� ,��, I - P", , "4,s',�,�,,, - ' ,, ,��, ,,, I 11 � s, L I I I ,,,,,, , 1, "'g, ," - ,6F ' " or-, Qui" =" ,s,�,� A"��;_, I - __ --_ ." DISTRICT � I . . I " '11'� �,\ " A 'L I �;- j � '�'�""",�L� _�,�, ,,, ,'' -1 I" ,, I I ,� ,"," I , "I ,s,,s,'Iw,�'11*' �!111 . I " , '' ��"",�,"�L,,",",�"","""," , , ,I , - 11 11- ,� ", _b I R I , "s, I I �fl, f7=2M ,, , VAN'�' amrz�j�, -0 I -�" I ,�i,4 0�? I , ��,',"', �1, , ,,, , , , I , ` I I ,"�'�"' , , _ s"��"�'�"'�1'2='L:' , ," _01""I -1 ,,�,"�-��,I;s, _:'�', z ,__,;_11�I'ILI _ ' ' � ,,�f-,,�, ""'t ,�,,,,,,, -_':,",�, �,�""�",,'� " """"s,�" "' L' _ \ i `�",',, ,,`,,?,'�"," , -, _ , . ,, , ,;�,, , :1 , ff , ,� s L ,, ," ,,,,, " , - �, ,, '' L-,,-,,, If", ,�,�s, - " ,,,,- �,`;s;�"",`,��sl I,�" , , , "', ' 'LLI N L I - " � " , , , 1�1,, I � L "' ' L LL ", ��"�,, I ,�,,��,, _�, _ - I ,, = ', ", I I -- , ' . I I I '��' � " �, , 'I'- � ,� 11 �'�_"';�'_, _ ` ' "- �, " , , ��_� '� �_ i i I - i I'-,---1 t�,�I,11�,1,�'1� I ,,, I "I'*'111", �,'' "' _,�' , " � , ;,',,� , Im = ..I I L I�, I I" I I I I - ' L'' I , PROFESSIONAL ENGINEER FOR , -, - 11, ,,, IN V _��L�',,,","�� Z' L �,�s,,,s,,�,,, I "I �"� L " -1�� ,"", ' '�- I'll , 1 1 0.00,":e �,�� � ' '_,,�L L ' , I - - � — I �� , _,-:_ L j, ' I" I � 11:1 '_sj,�,L` "r� I I I _,�, L '�' " "' ' o"I" . t , 'I m , '', _'�, �'I, ;�, I � '�', -,,,',,,T, ' _��,"",s',L" "��, '�'L 11 s, ' ,ZZ'LF, '- , _ - '66-'i',�,,",-,',',`,,`� I I I .--',,,-'s, - "I, " , , "I RIM I 1 3.80 � "" "I 10�1 - cz 111�� , __ - � "',-, 6 Q I -1 �z�,�,*\�,- 1`-,i"-'-,-, - � - ,_� , , RIM=:il 13.60' , ," i, 11 *01"" ; I I 11'4� '_� , " "" ---- ,,,-, ,� "'" " , I n '111�', -1 " ��_ _L� ��,: , " I , ,,, -, , 1�,I,,s. ,,,,, I'111,� ,",�'s�, JL " I I I t,_' I 1 :,! " , 1� = I ".. . " � I I I 11 111 ," ' L I— �I, " 11 , " " I , , , I 11 11 '''' , 1, I I 11.11' ' L I � - : 1 5 1 1 1 11 i I ��`", I I s,�',,,,',�7',�,_ I I - - '�:� ,� I I 1�1 I � " I ,I 2"HDPE ' ,,,� , :IN(x2) 107.85� � , ,ell , . ' � FFE ,1,14. ''�.,m',\ , ,,,"", , �", I �' ;� , , ,, � : ,, -� � ': ''I , I,"Ill" , , � , IN=I b7,80" �,`��,A)�, - "I'll, I-- I , _ ,t��,,,:,!,,,,, ` I 1-1 1�1� � �`I � / , ____ -1-1-1 11", ''I", , � �...II '�L ' �,s, '', 11 , , 1,1, 111;�4_ - " , I I,, , I 1 , I ; I � ALLEN & MAJOR ASSOCIATES, INC. 111s,,�, '' ""-, , �,�,,,,_�, ,: ,- ',''��,� '_�, I , �'� " '""""', , I ,� "':',"��,� L� " - / i i t I I I 11 L' , I I - - , 1'e , I I I ��', ,,�,_ _ , ' ' ' �'� ' I / ! I I :)UT=1 07.10� I I IL ' ' 11 1� 'I, "I ,", -s�-, -,j, I "' , 11 11�' I I - �, -,, , '' 1\ I � s '' L , I ...�, �, �11', 1, L � / / z ,,,,,, , " ,-, , ,,�"', , ,:�',,�s I`�, , , -, I - "l-,""'_�":L_ �"S=1 ,00%, ,�,, I s, �Ils 1�I , � / d I : `,�,__ � , , 11's I 71`_� "I 11��11, " ��� I I ,,,--, , I I _ ,, I ,, ,,,�, , -, I , ,";OUT=1 07.85 ;,_, �, "I_7_ ,- I I �< "'", , 'j,", I "'' ,,,, " , , � �' IN �........�, ,,, �,",,',1,',',s�:',,`�,s���,,,I W """"", '� - ,,:,,�,�,-,,"":, ,� I �, I if . I I , , . s, �, , . s;''' , �,�� ,�,""�'� L, I / i / � i "� , - , , I I��,1�11 I , , I ,,,- ,�, � , ,I I "I'; '11 "', I I ; _:___': :', I "i,,,s,,"t,,,�:�,"",",� , , 11 I, �,,'I,�;��,� ,"� ; �, I L I I I �/ I 7 �/ , "', I�zs"_, � � I, "' ,"""I", ', �", -, I - � _'I_ " - L : , I I I L"�, �', / / , m - :` ��,i5�_�_","�1, ," I I - �, " , �:; ,�,�`.......�, ,,,,�`,',s" , ; 1 / 1 ��',� � I ", I��,,,, : I I i , `,;,�', ,� , ' � `!'�' "I " L' - 11 'I 'll s_�,, 11 11 I I , " ;,� '�',:L' 11 -s I ULI-2 HDPE":�,.� " e.L, I. -1 "��" : ""' L I � �11 � , �13 �fj' - - " ' _' I , , ''- , I , � `"`� /�' \ I' 1 9 LF,1� ""'�","L"","��""',�"'� " ,�,,�,,, j �, :1 � __ , \ ,�7HbPE I �� ,,,,,, _ , ,'__� " ��! - '"' ,� " ��: " ,"', - , I�� I, I " " - 11 L' ' , I f ' "' _'�"'_'�L'` �"'��-""'�"'L��:""":�'--'-"":' I'�, _ . I ���r s',," � ," "'�"" _f� J,,',��,'�,,,',- ,� ,��_,L'l " _�""" _,�_ , , 0% , , -, , s, '��,f.........__ -,I . "I , , �, - , Is , '" ,� . , , . '_ � , _t% L �.' I I i � f , . 11 -_ , "'��"""�'s,","j�'�,�6��,"',',,'!,�,,"',,,'�,,,',,,;,,;�"I';,�,�,�"''A" I �, , � ,�,��,�,,,����,,�,,�'�,��,�, ,� ,�, ,,� �L` , � '_��" , "'I, , , "I's � �--,�,,,,,,,"",-,�,,,���,�;�;:, , , , , -�- ,, � I �" , I I I I i �"�,I-"I'll,I ,,,"�� ,,z'� __'�_ ""'LL L ,�,1, I I I , s, I" ,� , 1 , , .� I ,� " , ,� �, � / 5111 , _ I-III-N, 11 "", I I �L I I � I , ,,� ' '�;' , I L, LL� L�'1'177� 1 1111111's" I , ," " I I " �� � \ \,� I I 1 �, L ,, ',',,\�j,��s�,�,"'�' I i , -�,� , , , , , I I �fs:i�i.0 - ___f�,L_�__-—,- � .-, I -1 I � I I � , �1,I �_ ,"', I-�',",,f,"C,A� ,�, I� ' ' �, ,,,-�, L - ""' , , I � I - , -�' ""', `DMH ___�... . I " " ,- , ,� �, - I , ', �� __1 i I ' " ""Ill q, �:, 'L" �,:,: � "'_� , I 11�"I,,, , I 14�', ,�,, '', 1�,� ��"',"," I -L L L I 1, (b i I I I � "' -,Z�, - I " , 'A�",", , , - ,, ,�',�I,,,�,-,�,�I,'�n��,_1, �...I � - 1 3 �� _� � , - !. " �' , . , Is , , ' ' I , 1�1, ,� _�_ I_ I, � � " "' , , , " " " I i - , , , I 1, -�11_1_1`1 11:'11_1','�,`, 1�, I ��",� �� --, -,,, s, � " ,, -- I - 11 � s" ;","�"�',�" ",''_L ,, I I ; ,`DMH6 � � V 1��11 , _z...� ,'�L ''s , `� I I i I- � � � ," - , ; f:,,,'','�',"1111111'11�I'll,11 ,�, , 0 1 I 'Z- ;" -I""",�:-:,'-"�",�L�," "' ��"'s'�"""` ' , ;""�""'L'" 1, "" ,�� �,,�", I - / 111- � ,`,�,,-, --, -'s, ,� , , , 's , , 4" / I , iz I I I x ;� IN I ,� �, "�, , ,� \ ; .- L�1 ,; , ,�f,L'.,',, I, '_ : , " �� , , � "" 1i� ,§ , 113.9 , I w _", , , � , I I 11 I , � "" , ,�,� .1 '! 1 0 ,� . � _ ,,,,;11'�,,�,',,,'�,"",,,, " � , , , y I i\ I - j I -`,l""st, ,,I I I�,",,?,,�,,," , �'j � 11�11� I i i YSTE�I L,, , ,� I� ��,�,'_" I ` I 1 -11 , 11 " , , ..- - -,.-. / :77, � I "I I ,V "I "I'_- -- -1 11 � �'11'1',""I'll, "" "I", '11_ I �_ 'I�L, ,I _, I ,�,�, I `11V _4._It— I/ CY, I ��I,'"`," L" �, ' � , _,I,''I ,� I � , ______L -_— 7 , I'll, � ' ' ', , - _ ,:�',""",�""",�"w,41��,���,"�,,,,-, "", I ,1, � �I I 1 113.90111z'' 1 J,� - __ -4 - , L/ _1 ....4 ,'� /` __� "__1',��'.'�� '" ' "�'��' , 's�,"�... .... L , I ��,,-"��,��_�, , �, ��_ ' ',—, , I , I � — "INV 107 60 `ss��',� 1� I ? -1 , / ....... 1 #2 �i 71v ," , ,�` "I"'11,11, � ' , I , , , I I RIM=113.90 - 11 . - . . / / : m [ , 1 DETENTION S - _�', , "__'_, ,�, RIVL 71 " " , " , 11 � ���,, '�� -1 ,'' ,,,�,�-,-` ,,� � � , " lx: � " , .�, 1,,�,,�s� "',"� ,� '-� , -, , � � L - - , �11 I , ,,��:,�, �,,_ ' I � � �� �, 6 '_�,` �'-T �"',`�'' , , , I, ',`,�,4' , ,I I ,�,IX","I" �,� , - ,I "' L"L 11 L I -el i ; I � . I - I , I � I . � ......L' s , -'' I � ' "�`,`_s'L , �z� L, 1, � "'',L' L s , _� , L,L I I I I I I � L I L� �,I,I,z I I I 'L L'' I ,I""I"I� ,� - �, -1... `\ �� i 4' �"LA` � / I I I i Q � ,,�, , I � I 11"-, , I , ,� , I L I'll 5 '' - , I ' ' " � "-L '!I 1"olm , , 11,- � I I I ; I I s,�, , I �' �, �"s�:,",I 1:1 \1 Ili- . " ,, 1 I I "'s:I�11� I I "I I z I I .11 , , 1, L ' g� ' , 1, I I 1, s, 1�, '' ,,, ,, I I ` , �>j :�,-: I . , I - , `�' � 111`1_`Iol','� ls�� , �, I I , � ",I IN=109.90(RD) , " � - ,,,,,,�T , I I -1 ' ,'' 5 "- " , , '�s L - BOTTOM OF STONE='106.85 ",� _ , , ,, 1, � I . I, — il 8"HDPE '"" I � _ I I I I � " ;1-"-, i,_ 'I-�__� , , I L -I "I'll, I ,',�� I , , , 'L � , ,,, " � ,,� , I �I ,'L 1 "'."� , / � I � '',-, - , '�11.11, "I �.z� /I ! - �, - , - -1 e_ � ,, I I I 11 I �,�' ,, I , -, / TC=1 16.65 � I I ,�', , s- � I ''I'll - IN(x2)' 08'27 �' IN -I , ti( , �� ,:",/ 11 I 1, ,ZI,", I ,� �, = "" , .. I� , ;,�� I 1- I - , _ _1,�_ , �� ROOF DRAIN---�2, ,: , _,-�,� , ,ss,,'��: �""",s�'_"s""'��""_' L I" I,I��,' , I I 1��, 11 ,��-, /w 11 i -- � :� ,�,- �� I , , , , 1,:_�:_,:I ,�":_� , , , ", � IN 107.75(WQU1) UNDERDRAIN INVERT�=iO6.85 4411m , "',� �-,S -i I�00% '11:�' 1:�,',�J, ,,,,�,, , '' i - I /, I 1 - , I , I �I INV= "I ''I 11,��,,,:I'" "" "��`�,,�, sL I ' ' I-� I , , , , s�� , ` "' , ,_ ' O ' I ' ' '' - �' I 1 ,"I I , - I 11��,�, - ' ::�i s,� `,�11'1!�,,`,,,�,,,,, , " --, , "�',',", ,�,-- , - "'�',' ", I 11 ,,, , �, ,,��_ , _"'�,�',, ,�_"".,,'�'�,.'_', , L��s' ��� - , , " - , a,,�,,,�,, \��, ,,,,,,,,,��,,,,:, , � , - I - "�: , , i , , , " ,,_,,,,,, " UT=1 08.1 7 1 -r-.-! I �, - ,s' L '' - Is,,,� -, I -, , , " I , I , ., 1� I , L��," ' - , - , .s, , I ,� - `��111'�`,I�n, " 11 I 11" , �, � 11 L I L 'L - i i I ;U ��i ; `j'b7 " ,� .", ,,:'z" "i" , _ _ ,� �, " , ' ' ,`_ ' I I 11, '' _ � 1� 1� ' ' 4 , , , OUT=107.65 "',"", , ,,,,: UA�) I I I -, �_""��,11 I , i ",,,, :� , - I ' I " �,,"��-","',� L L"L I , I � , I I I . �, ,��-, , , �,�',�� 11 I I I "" , L- 1� . I � I �- 107.60:,:�". , -, ' , I I , _ ,� / I I- ' I I ,,,, " I I , , ` s�i�fL" Z","L: " �, -�,,,�,�,,��",��,',,,;,�-t�,�,,,,,�', I � "s'L's, "�,�,�, 1�"', ''s L � I I L I ", I �,L_-" "I �,�� I - � � , , 11 , I,e ; , � '_ I "':1, 1 , 2 2019-09-12 REVISED PER CITY COMMENTS ,.", , , , W -, ,� I - . I I�'L "" 'f_` 1 1 LF,1 2"H D P E , �', I" ,!���',�,�_,I ��"i"', I I 1, , ,sll�, I , ""�":' 3 , �11'1, �� \ ! 4 �� �": � , 'L " , : " LF,24-HDP��'���,,,,,,",,,,,,,,,,,,, - PIPE INVERT= � : 11 ,)NV:� � L", I , , I I � , 11 � �' � i �, \ \k\ F,"T BC=1 16.15 _,�Du \ Z. : , I 1,10.00,_ _ 'I, - , I I I,"I"',1, , � , I , ....- __ I ,,�'':,�,,e""'' I *11'' , , `" " "' /I _,",",","_�":'�L W, L : !�,�,-,,,,�, :,"�,,",`,-:-,,-�� �51_F,1 8"HDPE , , I L , � , , , ,, " , i ,,s ,,, _�, , _ - - w � -Or _STONE�='11 1.85 x , � , , __ TOP \ I I _ " ,,, , "�� I , , , �'; I I I II - m _� _ �, I ....... I.. -W/ I ��"'_','# I,�� -�,",,, ,�...... , ,� I ,3,�I��, ��L �, " I 11 " . 11 11�1`� = . I : I � �� I � _ I , , , - I 0Z0%'sL I � Q : I � , I , I �_ (O I . : s �, L, I, L I ",� le �, " - % "''I " L -_ I 11 '00%L�, ' I � , I�, x :�, , ,'_� , �11- ___r ,", L � I ,,,,,�, 1:1 I nl .L. . : - ; " , I 1� I, L 11 I , ,-�, I I s�,�"'��' , . 1�11 ; . I z V I zP_V0_I 0 ISSUED FOR DO I ACCESS PERIVII I L -;%I t L' . ; " , '' 1114.00� , 11) IV, -OF I/ J _.A \ -`,,,`,',' -]�' _ , � ," '�, L� ,'L,,,, 1 7. s" " �",,',--""",'1'_-_,�,-", ,_�', "' ' FE'-"'� -4oLF � , ''(" _ , �,� - ,:,", , , � , DPE,,, s��,,� , , , - - 736'"PlOb- /"� �`5 LF 24" ' " " , , , , � "N',,"1"�,I I �, �, \ I I " , , �,"_"_ : , ,, , �, I s" ,, , ' I/ ,�, V'S=2. ,�"",� , , 11 , � ,,I- , I �, " 11� _ , , F """" Is , I . I- ) ,�� W) �, *`, - i HIMPERMEAO[t BARRItR(�C� 6" / ,,,',�' , �11� _w..�- f F,�:=!"48 , . I RL_' I / �, I . ' 'I jle"�C� 1.iL=11z. '�) F-E=-I,I ,�3, T 113.85 � 1q_ v, - t� �, ; _�;-.-'I :*-: REV DATE DESCRIPTION , I \ i .1 \ 'k / ,&�/Z,//_/"_Ze//- ,,Z�e f 11 I � I I v 1 ��Z-I,!,Vlllzll(lll�Y,5��7111,111,�,,�IZ211�"", - '' 113.85 j I k i�5 0nI i UNDE ,bRAIN � . t� rE=1 12,46 \ - ,,Q \ I ,-- , . TOTAL STORAGE=61'1 �C.F. \ Z//Z�az . .. / i "! / �,,���"11.zel-lzl�;�IlIz��l'y'l"z-l�,1111-1,z&,Zlz&z&lzll&,,.�ll,��,,�l, I . I ! 4,,�, I, \ -, I - .... ,I �11WLlaz�llz,/" /, ss, I � I a I I -,,I_n,,b,:7_i 1 . , . I \ I Z L --- /,*" ! ! : � z ; APPLICANT\OWNER: I I : I 1 0 1, 1, � ""I ..... .. ------ I 1 I : I . i I :- , - , —- PLL,L, L L . . I " I I ! I (,'',�_,�, I LL" L L, , , , - I ,, _� " I I _� ,, � _/ �, . i _/ '" ' , 390 1 1 , I , s r�" � ",� _' _� � ' � � , . I i I , ,I " F t� I ' ��', I i i : I \ � I ��', \ ,;� 'q, ��', " ' 4 i ��', D 11 . I 1 _1��/ , , � , , __ , , , , _t " , , . .1 , '! f I '-,-, h" � \ \i � \! \ 1 ,I _=____k)'6Z——— ' L I I _-, SHEtT7C- I -- r=�-MI.LLI--- � q�% , .L , I . . I � , 4 i � i __�, . 3:1 LAND`§�C'APED SLOPE.i \ � ,�_ , ""�, j , �, � t_' ,L �1, "I_1 � �, 1� F"s" � i I �, I I t' , � LIFE STORAGE I - \\ �) ,/_1 ... . 1- \1 i \ x . , I — � N '', . � � \ "1 f . H,K.68-loolpa,34,f ", I I I-0.1i r ___., . I . \ . __� I t,SEEV_� i ,�\\ x I _=-- I �>, _`,� I '�, i \ (i I 1 . \ X " \ qn 114.00 " I. � � \ \ . I D]o � I . I It I 6467 MAIN STREET . .. I , 'CB1 1 1 ...... I ,.,I. : I ; I i .I _> ��L I I . i , , / 11�- ----�>'1'1` --- go "� ,..,.",/ \ i I\! . \ \ : I\ 1\ i \ \ I 11��% � I , 3.90 - . . \Nll� \ � _..b . ii RIM=1 13.35 "� �, '� ,�� 0 s, ; \ I , , I ; \ . I WILLIAMSVILLE, NY 14221 1 I " I ''I 11 I __1____.._ I—.. 1, 1�_ K�;11111_I " \\ \,, \ ..-..—.--.,, i '' I - . - , M i ----__...— �k I \ / i OUT=1 10.30 ' I \ ; __ - _ _ I 1, I \ \ I '.1 I I I :, I f . I ' L I -._�...�; j, /' . ,0,� 11.1__L �� "7!!� ,L " L _ , " - I I . _ . _ L I I ; , _�, 'L "�, , : �, 1".. 11" � I L I ' 1 46! = ��d�__ _aw;�� b I I _ ,�,6" . - C - 14. , I \-a,,,,.,. ilk�._L \ \ /1-1 -.1. -_--- 0 8OLF.12"HDPE I 'i � � � - - — EI-13 �.........", --- �---_,__ " , � I __.. _....... I __ — _- I- ? ::--,::- .- -- _ _ _7 "",s,11� ,-1-1- 3 ---- I ! I-, - _�!�_,=*;� Z'.E...........____ I .- jj L..... ....��__- 11 ---. ,- - -.............. t - - - —N � . PROJECT: ------- -- I \ -.- __ _ -.- __ --N, I -1 I - — I N/1/11 TC=,l 1 6 5 1 . IINPV� �, - - _-- I— L LLL 11 `\ - -I I-- -_ I - \- DMH5 .7 __// LIFE STORAGE S=1.00% ,\ �Ielx_ I �.__ ____�_�_ _ _......_==_LL' j —...--. �-. --- 4 1_" > I 1�_, 1. —1 \ _ __ A — I '.. 1 106-"'lbd�TING , \ _17- DbAN'A ,V, R/0;:�F BC=�,1_6,2' 5,x GC2 \- CB7 I ROBERT /�, A-- -1 11 ,��,r�,- I \ L_ -, CE35 c;,��v,r)�7 RIM=1 1 ,,,,,1 , RIM=1 13.35 i '' I L -- - 0- f V z PERF. PVC P-'�.7�2 121PG,214 rEN11117 I I - _f ' - -""' , _',-,OUT=1 09.45 i _; _0 INV=106.12(OUT) / DMH10/r __'11 RIM - , RIM=1 13.45 . _j � c� REDEVELOPMENT � = - i I ! � , ,0'.`�5 1 IT 70 ,I- " ' UNDERDRAIN, I / '\I\- OCS1-6'0 � \ IN(TEE)=11 ":�' � � - - DMH4 -j '� �'V'i 1 3.75, �"�"' ! \_ 4"O LEVEL I � I I I RIM:=41"145y �, "7�� \ IN(CB6)=1'69.20 ' �ONNECT \ , ' �" ' . , __'AA� -- -r,)'S,r ,W,,� 01 i / I 1. �'_" OUT=1 10.48 1 � I ' ' '6 70'j ' 8 a" ", EXISTING 4"PVC ; i I ' ( ' 6�,6 "14 . '_ S=5.00% � � I ,% N 16 RIM=1 13.55 -- \IN(d`b6)'L'- IN(CB7)-`i1 2"HDPE I INV.=1 12.0 GC1 T /,, \ �� ,Q �,16, EXISTING 435 HIGHLAND AVENUE 1\ � 11 ,-;i'� 4 lt�y 84LF,12-HDPE ; Uf7q,� � ,.�, IN(DMH4)=108.15 i 102LF,4-PVC(PERF) I = CONVERT EXISTING CH�BXS V f6 . 0 IN(x2)=1,06.85 \ ���� . 0 f08.70 DRAIN PIPE TO I RETAINING WALL i I TO DRAIN MANHOLE. CONTRACTOR \ 9LF,24-HDPE UNDERDfZAIN - 55LF,12"HDPE OUT=1 08.05 1 S=0.00% TO REMAIN I SALEM, MA AND \ I S=1.10% IN(x2)=107.50 �� � S=1.00% 4LF,12"HDPE I I � i I ' CB6 \ S=5.00% � L I VERIFY INVERT TO OUTFALL PRIOR\\� DET.SYS.(24") BOTTOM -OF, STONE=1 06.85 \ \ RIM=1 13.35 GRAVEL AREA", I I PROJECT NO. 2570-01 DATE: 06/25/2019 TO CONSTRUCTION \\ \ I WEIR=1 10.45 UNDERDRAIN INVERT=106.85 I I ; I I . \\\\' GC4 . IN(EX.4")=1 10.20 DERDRAIN \ 4"WX4" PVC TEE L I i . I � RIM=1 12.00±' 4"ORIFICE=106.75 PIPE INVERT=107.60 AREA=300± S.F. � L Q � IN=106.50 \\ 6"ORIFICE=108.45 TOP OF STONE=111.85 OUT=1 09.35 . INV.(IN/OUT)=l 12.00 . I i SCALE: 13-2U DWG.NME: C-2570-01 w L \ I Q� 11\\\\,, WE7LAND LINE OUT=1 06.75 20OLF OF 36"PIPE W/ 3LF,12"HDPE 6LF, 4"O SOLID PVC L i DESIGNED BY. SJL/BES CHECKED BY: CMQ \ S=5.00% S=5.00% I I I 9 ... 5LF,24-HDPE IMPERMEABLE BARRIER & 6" \ . I i I I I i� . S=1.00% UNDER DRAIN . i PREPARFI)BY: � Q I . TOTAL STORAGE=2,967 C.F. f . L 48 - . . I \\GC5 I . NOTES: �.D � . Q . I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 1111111,111 1111111,111 1111111,111 . GC8. GC9 . APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY ill 111111,1111 ''''IIII111111111 I ill ill ill ill ill ill ill ;� - iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliilillllIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiillllllllllllIllIlIlI � I (3 I I THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE -----_ J L \7 . /11 GC10 . THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, . . Q) . --*) � I LLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEN & MAJOR I . . \1007 . I I L MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE K . . Lr) UTILITIES. ; N I I ASSOCIATES, INC. I I L I civil & structural engineering * land surveying (j . . 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & __� �_ I I I I . MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY env ronmental consulting * landscape architecture Z I ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT www . aIIenmajor . com � . L L THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS 100 COMMERCE WAY, SUITE 5 C, WOBURN MA 01801 zs . . STRICTLY PROHIBITED. . TEL: (781) 935-6889 Q ___ � I . . � 1 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM FAX: (781) 935-2896 1 Z_� I . L IC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN, MA * LAKEVILLE, MA * MANCHESTER, NH §i EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. I THIS DRAWNG HAS BEEN PREPARED IN ELECTRONIC FORMAT. i� Q DIG SAFE . CUENT/CLIENrS REPRESENTATIVE OR CONSULTANT MAY BE � DIGSAFE: 1-800-344-7233 PROVIDED COPIES OF DRAVVINGS AND SPECIFICATIONS ON MAGNETIC __ ,, 5-�s","", - � _,,I I I_ . �_11 _;�',' I MEDIA FOR HIS HER INFORMATION AND USE FOR SPECIFIC I I C= . SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE I I Q BENCHMARK SUMMARY . . _�_ 11 � I . MAGNETIC INFORMAT10N MAY BE MODIFIED UNINTENTIONALLY OR � " 1 5.11 . I I Q) I I OTHERVVISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL I I � , T3m# DESCRIPTION EL,Ev. I . INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC i� I I GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWNGS AND U) "I, HYDRANT FLANGE BOLT i 19.�51 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF (N . I,,�,.�,vls'_��� � A OVER MAIN OPENING 1 20 0 4!0 -_ 8 1 0 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. �Q L ,, . RAILROAD SPIKE . 6q m I!i immi 6 Q) BEFORE YOU DIG A IN UP11 1589 1 1J.61 I DRAWING TITLE: SHEET No. �� I I I I Q) CALL 81 I OR � ( IN FEET ) I I � 1-888-DIG-SAFE - \_\_1 I inch = 20 f t. oomo"M"mmmom"wmm" -I GRADING & DRAINAGE PLAN C-1 03 �VH 5;:_�I V" , ( '000'...-V ) J-1-- - - - m- - - - _ " f � - --- - �\_� � - ___7_____C - ' F-:: 11�3.30,t! J-1 ` f ." '."- 4_-� =7"l - ji�= -_ 1-888-344-7233 . I L I . I I :� � I Cbpy7igbt(D2019Aflefi1 j brAssociates,Inc. I P 'i ,� I All gh t,RM d . - - L . . I I � L I . . I . . I . . . I . I . . __ . __ ___ 1 31 1 \\ I / \, 0� �� 16" �%4� "I \ __.......�.................4�1..-.-- . --w .. ... .......................w-,�____��f____________.._i____W........�..............�........-......................................-1141---- VY, -16, v'-m�? _�,�,�, .........................?0__-___----------------------_w 1\ _w W7............................' \ \ � It f . . I I I I x / � I I METAL GUARDRAIL 1. \ . / I '% \11 F.1 =Z�=:=,:=�L G�?Ah`. CU2PIV 11 I � I \ E-1 ff, \ \ '1&1=_1_1_1__==___=, 1 , =1_11_;===_� I I G"RAN. CURB ��__��t=r__�=-=��t�v�,,,,t� ��l-,-N�-.".O,----�n.-�"(,���K�.,�,i,.... c..............C..........�........0...................a........---0,---,.A.......__0........---Z___L� . ��= =1 , -7-t5t-_ 2�� �� �Xl-------1�'__-___ - N I .......- ,......___.... \ ......_-... , - � = 0_a�......- �__�.......� �,"` \ \ kf�', �/�!. 01/11R o"L ...... � __ - .7� ___X"._�.. ....��, -td%MMn-AW2. ,�', . - - eZ=..____.a_.. " 1:.��� 1-1 - �._ I i( .. 1. - z I _::�......_a_ . _6�-1-- - \ I .. I/ia��,-,���- ===5��� . _____=�- \ 14�� 111i 111.� .........� ZN� ,_...., I � -, - . , ��-K� ---.,ww,�- I.. ___I— - __ W I \ -.Nw, / - -- ) �� 9/1,1 I �. CURB I / [14, -_-- - \\ . - 1-1 \, , ---Cz-__, . I % "k. , . I __ -n7A - .- " CI __ __ __ __ _- _ .-, >��,,--" I __ - (__'� 1\ _�_��_-_................ ----I ____ I ,� _... I- __ __ -is," Li,cp - ,-- �_ -HIGHLAN,D VEN%1.JAF__4 \ ____..._..___ I -.... ......... .. o I I \ �__................-L)---_-_- (ROUTE 107 - PUBLIC - VARIABLE WIDTH) SIVI�4 1 \ _�,4 __ . _�:��r=-_- "@ I 11 . . ,_ \ b 2) I Y . i _78 \ LEGEND I �11� . I ! 11\ ,11_,1ii1vf11I'll I - - I . - __ Q�111 � - ---%M644+4 .....A�..'�_� I I 11+00 I 12,�-00, \1,%v�lv-,-5.7j�lac) 1\1 1'1� - , �`_, 11�'I I __ , � I �'-`+-��,#_��_, - - � :1 \ \11 I I...... O!"�/1'! � Y4, ,,_ I _� - - - - - __,_�, I / " 13�00 7 1..............�.. ._'� I 'R I Av=I)��2,, _ \ - � . RW,=1,I L 49� N � � .�__ 7 7 I __ BOL7ED SHUT I ,�,�, � I - \ - ________._�_ - "\, - I- - - - S!��VANHOLE (9) ' � . IN V=I 04.59(H C) _� SMH1 ,,,,�-,?,�-j;-1,J1,6�j EXISTING UTILITY POLE TO 'I-, �, - 1 - i NV�'O)=105 19 k 1-1______ I I OVER EXISTING SEWER LINE. --�',, �, 1�1 . I �, , C�;'l . __ __ -- - T,T,=�0, 1�1 "I w'1(b)=,',,',!'V l - :=:_++_+____ _ 4- _ _ -TOR -TO-VERIFY- RIM=1,1-1.00± REMAIN. INSTALL RISER FOR , . INE -- - - - - - - - - - #I, � _._____._. __ Z HDP Nl� \_ .--'f- -- - _w I -CONTRAC 1'� ,_ SEWER L' *-- 1 '4 vt"c/1"i o�;�9,9 / l I -�_____ __ - --,-- _ ___,_._.____C�NDITI,QN5...OF SEWER LINE WITH' _1 �_ IIN=1-06.0'0 BUILDING ELECTRIC AND I _� __ ____ \\1 �,_", . I I N V,/q)=1 0,5.79 . �11 � ,-- � 4" 11A 7Z-R, . ijtW_V1DEO--PRIOR-T6---- -..--+, OUT(Bb)=105.22 ,__ __TELE/DATA PER UTILITY ___ -, CONCRETE PIPE ENC�ASNT, CoMMEMEMOMMEM=3 .-_......1_111��,........ , __ - _� ____ - , ;�-==� - / . - -- -- .- � - __.... _____ _11_1111". ._ �.......M.......-C, �11,�............................... -1�� _.__m_1 I (D. - _. -*+- 'A, -COMPANY-RLQUIREM ENTS _� ______1... ...........___��w�� - ��_ - _,U __ - =_:i��--= -__ , - __ _. - - _. _. -, ___-1_z_."__..=__ ._ _2A� _. - I , - --..- 1�; --.-- -***"-" ,___ "\ - (_ 1 _-_..._____....,7-..'... .....- -_ �- --- -"-- -"'- - CONSTRUCTION. I - !Ay_ -_ -_ _�:____r_�7- -- -7- 12" O'A - WATER LINE - '!- "�__ �__.=_ I f � , -- .-- . - - __ -1 I C- -, .. � -_ . - __ - - - _5 .--+.- _--__-__..__ S :-- _: \ ,-;F L�� - - V II I- _Z�Ir__ - __ + . . I � ...�_ _.:__� . �r _ -"'-,S. ....._:.....___. � 56d 1 1 __.___,___,_.11.11__ -,-,....... � __ ......_". � 11 -,- I -- .. . � ,�.........� �. �_ 1_� - 5 12" CL,I, _S S __11�-1 - - � 12' CLA y -.-S- .....1 1 �" brl�� - .1 � --------��__��........................ . - - : . .................- _ I I ., I I -91 .........._...... \,\ �_ - - - . .....-, I ; I I �� : ': I � I I �I WATER (FIRE SERVICE) - , _ 1, � I 11 I'll, , I I : �� � I I I I 11 :- I , � I I i W-F . " I I I __ , � . -1 I I I I I I 11 -'' 1--,_________1 I = �. � I I I I I I � �I '1:11,11 11 I-1, -I- �. "1411111 , , I -.:....-1iD_---__ I , =- ,��..� 1-11-1, -1.-���---.-------,--,, I I ..* . ,.,1 ,��, I 1, I� . I. -, . . . 11 I I � i , I .1...... I- � , - I , I I I "I", I I I I., 11 � I I ;1 I L, I . 1. . r 111 11"�-11 I I 11 ",i",c,, ill, I - - ,, I I I , I 1;I—I I I I � I 11, I 1, I I I �.,�, ,,�,�,;,::�;L,+++- --.__._...._____ I I I I I I I 11 '' I , 11 I 11 - I .11 11 -.1-111 I 11 I, 111 - I I . -_ 't I - . Ifl ',� , �,���,, ,, ,,, ,__ I I I I I I 1,;�,T�:,11: �I � I I, 11 � 11.11 11--l-,,;"..".� I_-'' "! 1; .1,"Y,� I I , ------- I -7`r- I : I I ,:e 11 I., , I I j ;� "I , I . -" , _� � , I . ? I I :� -, �" ��� "��l ,!���:��,��!�,'�",'�,"��,,,,,����,,�,:,;!"�����,,� ,�' I 11� ,��, I -_ -- I I " :%_ - -� ,-;�� 11- - , I .. - - " 1 i �11 I I -1i , . I 11 _ 11 ,e� ____1 �_ . ...... I I-1, I I���',_- _'.-__:: 7: - 1.n��,,� �11 .1. i P, ......�_ I-1 0. _______======= ,�1_ - . ':7 I" .- . I n, - , . i.111, 11 I I , - t.-__. , ��=_'," - ==,=�:�,;; �-"L��"' i r-=n- GH��,v-)�-.-- - � I'll t 11 I 1. -.-- � I . 411 I I 11 I—- .I I 1�1111 I-I I __11_111,.�1__, I �-11.111111�_ - _. _ __ f f! WATER (DOMESTIC SERVICE) -W-D 11�1_1__ 1111_________ ��_I=� .1 ._......I...... , 1, - - 111 I� � ,- - -- _4 ______.._.. ___...._._.._.._.11_ -I-,11....____,_...=- � �, .........1_�_-4- - I 'N ___- _� . 1"... 1-1-1-11-.. , ftl �..... I--- � ,_ I wV _.......................-.-..- -------il \_ I i -A 11 I- � ......- ----�........___1_4?,Pr i " I - \ ) STOP I' i, � I , I.................. I I /11, � I - 0 ,7 �, I 11 WATER VALVE " I '. I -- I 1\ � I .,--.--.... .......I 1, \ 1. U� � R/9=I I 1_ 0 ,q i -� ,� j 'I 'A .-.,.-.- D� _ - --_Ir?-----,,-.-,.--,A- ,,, t �, tl�l �, I! -_ 11 �� I , I _ .- -_ -, \ I i I 11-- 1. -1. GAS LIN E -GAS ' , - I 1�_ i STO UNABLE TO OP N I � --.-,- _. �� , �I , -_ 1) ____T � 7 "' . _ -� I I -)',,',-R 8,R - __ _ � F ,F CH P, \-_ ILIDI -] " �, V"000 ,VALL , l I J r, : �c ,_ , I i I ___._ ! , . I................................................ / 1:7� \ - -_ D 71 ,) . I PL lx I -------- __�_�7 � ! 24 1 1 � RhV�I I 1.I I ��, \ /,/ � : . '1� GV - � Ad o' I 11 I GAS VALVE � 0 '.� � �, t ____ 19 l o� I /h'V�'q)=107 41 " \ \ I I _ �� �;", l 1`� ,j Sk"� .......I i I VM,TC ....._�, � i ; I I � I �k i - ..........4�7 �17 � � � I � w ___ 0 -1� I/ / � . LIGHT FIXTURE C-on I 1, wwwwN=w-F_0�,_______1......................_j'L, '/( __1 0.7�51- !,,/- -_ ' -+---4' I APPROXIMATE LOCATION OF 11! _�____ _____ �11E_ I ___ 0 H,?PF � C I \ I : , l � 'T_- - _T , I 1 �,,� D _,__� . . 24 _�_______ I- C61T 4, r,=�T-C mm--'' I I ==�='�_" \ �� I 1" CONDUIT FOR ELIECTRIC / '1� I I e . 0 11 APPROXIMATE LOCATION OF I - 11 . � i- i f%-% ----------\.- I ' f tl........ __ , 1)__ I lrl� GAS- - GAS�GAS- GAS�GAS , - i - . I + / . . - f . -- --- �1 , I � 1" CONDUIT FOR ELECTRIC OVER HEAD WIRE OHW AND TELE/DATA SERVICES I M+A ,-,9---r--Kr---,-���� l ,,�.... w -,�"l�,-�,�ll,l�,�;��,-e7ll,��I i I I I i U w - I "Z1,111711"'111",///1//\7,( 1 � D ff . .M. . . � - �11111111_7111111111111 - 7/�Vxz -,1///,1/,X;1x/" , I i I x I AND TELE/DATA SERVICES I ... ___... ,, , a I w �7,_-�.-r-,� o I ,,,, .-� -- I . "- 1� . �__1 ..'r-- , 1, I I : I I ,, I 1, 11, 1 77� 11 - OPERATOR ! � `-, �............ I -,..r, , - I ,z ", I � 11 11, �11 11 ,//,��/ 1�, I I 1 711� (A , 1, -_ UTILILTY POLE VZL 0 -4 // ,-0j I ,j ,-//,��,/',Y�,�',, , \ I � ;�,'�_., I �11' 11 I I � I � _I "":, I 11 I i �. I i 11 " , I '. , I , � _! t I * F,vl - I __ �: I' ll � e .11 -- , I t", I I 11 I � , ',� � OPERATOR - - 1�_,,� " ', I,11 '__ I,"��,'�'�'��-,,' 'I" ", I ...... �1 I I � , I I 11,1',�," �,`''��; , , 11 I I'll � 1 I I I � 11 i. .111.1-11--l- 11 , ! � � il K�� 1 I 11 "I' � , I ,,",�, ,,,,, I ,- , ,",-I " � ELECTRIC MANHOLE/SPLICE BOX 0 "", ,� ,,�,'_�� , " , - I � I ' 11 11, . I I", I � 11-1 ^\. I �L�11111 �, � , , Y�I I ,,, � It,11, I ,, I I I . � I I I I\- " " I �" , 11 I , , , " I I,� � . -) ;) I I It , , � � �' , ,,,,,,,T,,,7,7,�__ T,,I)OMESTIC , ,�, I , -, z I ` - -11_ , ,, ,: , ,��,�,� � `� I 11. � �, I I � , .'1 I i i r,,--, � , �', , ,�, " ;,:�, , � 1 ,3� ... I 1.1, � SEWER"'SERVICE i�- ''I � , '' I I'll �', I 1.1 ij,- -,,--_,� � , �, j ,','__'?, , ',,I—, � � I � \ �,�, "'," ,- - I "I I �� """ ` "' � � "N' �,1� 17�" 1 , I ;,"", �,' I I � � , 1_,�,�� , 1, I I I I 1-�- 11 If ` , I �r �'�'11�� ,,, I 11�,� I I I .1 � I I I � __1 I-. , I I . � I 1, - 11 �_ I I I -," , �, -_ n:"""-"�,�,4��`�, 11 - I'll I I -,1-1 11111 ,�'?,�� ""1, � - . �i ", � � , I I I I " "r, , - I" , � . I "I � i I t-1 I I ,,,, -, , ,, t, � I I , I 11�1� I I , , , ' 'I I I , , , - t,,,,"�;:,�:�;�",�J,,_,�,i '_'/"-,;/�",��_ ,�, ''I , , ''I C �, "", " I " " ", ' ' GATE;) . �'� �` �5 _� 4,1111,11 11 I I i, 11 11 " , _ I"', "�,�' 54 � , , ,,�� 1 z _ , ," - , 1 INV=108.50 ��, WATER SERVICE , ' _� SWITCHI � � : -,q - I"', � , , 11- � . - _ I I � , - ", I , ��`, __` - -11 : � ," I I I . " � ,�, 11 \q� ,,, ,_,,,,��"',',",�, �,�, I �, ,� , ` , ___ "11'_1'_,111','1,",1"�:�,�1, 0 '' �',, , """�",'��`,,� "", � hil,� ,,,,, ,,�, _�,",,"',-�' ,�� I I�,�'1,1111�""11�," I : NG STATION � - � I Q) 1 44 - ' '�,," ,,, " �,'Tz ,,�,, , ,6-PVC ' ' ,t,��,��,'_,�:,,'", " ", � -WITH, I IAILVE I I , 1. - � � : I . , , I * �_"",,;:��, :V��',�,,� , I I 50LF, _ , , 1, � I I- ,, , 11 , ,,''�,� "', 11 , -,,,,, ,I I I 11 1'�,�,�11; I I I �, 1,� x _1,v,_111',1 11 I .'' "t'' 1 � � " I I ,�-, I , I 'll, � : I 1,� I , '' - � - I I � /�/,', � /I I ' 'I � I " I 11 I �1, I I " : I �, - I - '' " ' ""' � '' , " �-,", ,�, 1A ,�I� � , , , , , , ` ,"�,,aT"�,,_'O,� " , - �,,_ � , ,'', Y _ , � , � I , 1, I ,�," _11��,-� I � 11 , 11 �11'1 - � + �; �, , ; 1 I I I �,', ,,f�,�'��,,�M _;.,� -, �,%,',, ,�,,,,,,',� , ,,`,�"','H_,,,i " ", ,�"'�,� . 11e - E - ,��, I'' ", , � '. , , = � 1� �, � , . � �, "/"� , � ,,,��, I ,,,,,,,�,�e,.,,�,,A��,���,,,,�,,,",� , S 5.0% ,,� " I , I ,� , � ___ , , � " - , , ?, , : '' I _11e�,l �1'11 I I I - " 1- I; 11 1 . � - ''I'll I I 111. I I'll I I '' , I ; N/� lk �3 , � ,"��,"�,,,,`,�,�'_��'':,�, " , �"", , ,`,",�, --,�-,,���,,-�,,',�,��,;",:",�z 1, � I _�� I I I I, , - 111, �, � 2�111'1' " 1 , _ 1-.N I I I I / � . fif rz �11- I 1 41 I ?_�_],,,, ," _� ;, I 1, , ...... " I ," I I I I I , `�'I�'_,41 �", , , , I ,I:— I R VeS RTA L"'Y TRUS T I " , ,,", , ----- -- ��z �I I 11 _,� �, ". ;;�I" I � I I * , , � ,"'' "_,��__,",", " � , _ , , - I I I . , , , � FIRE ER �,,�, I � ��', - , I � I EL . I 11 � I , ,"', ""' - , I "," '?"I, ;,1, "'""'! � "11 WAT I I ;. ,__- "��, ,� I , '�', " I 1, , ,� I �,,"',� I �� " I �, 1 11 I - 11 , I , -----,, � / 11 ;i!. ......��,� , , ',', I I,'�, - ,� I 11 I �� � ELECTRICAL CONDUIT , , � , , "'I�" " , I 1, , " ,,, v, I , "" !, ; ,, ��-��:,O,.',,, � � 1_',�11,I 11��' , , I � ��x 11 I I'l I I I i I , i � E � E ,�z�,�,��,-� "I'll, ,�y,,�,,,,,���sig,�_ ,�- .... ,�,, ;, ' I " , ��,,-,,711��, _��"11'�,'��,�, I ,v� , ,; , ", � " ��, , I 1�_I _1 �_ . I ,", , �, �p . - `��" - , "_ 11 " � � , � , 1,,� � I ,,� _1v_ 71 1\ 11 - '' , PK_5(,'?,4,)I��6� ,+I+ I',, �,U,11�1?�'*11� ",,��;���,�� �,"� ,� ,�I I'll I I I --I- __ - I I , - ,,'%" ,',,,,','T,,,�,,,,,,,,,,,,-,,�-""",,�,-,,',:,,��; " , '' , , -,-',"- S , ---, � �j IN,/ I "',""�,�,-,, " - -� i , ��1,"",��,W&%fto,�,,,,_,'�",.:,`,,4,'," 11 - I �_ -"',, APPROXIMATE ,L 0 C PANTI 11 Ov IN, , I ,, �"`,�, ERVICE WITH,,,, 71 - ,��, �, + I 1� , , , � r � I I " I 17 , ;�',- . I'll, , . . �� I I \�" � !, '' ,,:""-�V�:r`f� " 11 � � �_� E\r I V � I I �� I�' I ,� V 1 � 1 � , : I I I ' l 11 �I ,�, �""� , � I , " " ,, � "',", , 1,� I I -1 1, - I I 11 "I I I � \_� I ,I: ., �_ I �i!! TELE/CABLE CONDUIT �T-C�T-C� I I I . � � � � I I I I I I I, I � I 1 I . .- �� I I " I. �,, 11 I ' ' ' ' I I I " ", I I .� - I � I . I .1; 1_ 1� A- ,� ,'� ,� " I I I I , I I I . � IN, I � I I�"I� I�' , 11 I � 11 1,� � I I I I I I I I I I I I I I z I I I I /� \ I � I I �," , "I, , I I I I 11. �_ I -r'45 7 � �� I , 1, , '_� I , I , ": I - ' - � ' ", " ��" ::,�`,�� `,,�, " '' - , I , �.,, �� �_ I , , -, I I - , , �"" , '�_,I 1, I I I '� ']i.,;_79 4141,` /`�T,t, 6 � � '' - I - �, , TELE/DATA' SERVICES , " ", I I I I I REA" TY L"C ,;_��,'-,F�',�:,,�,� �, � , , ,� , � , , . I I I—,I � ''I I "I �J , , I 1-1 11, � �, I I -�, 11 � � :z I ; , , " , - , '� -� ATE ,,,YALV ,,,,,,,.,,,, -� ,j 3-�O�; S i--:-E 7- ll'I", ,0,� �-, ?��,-,,, " , 1:; , ' '. '11, ,,,"OF, ELECTRIC�AND �,�� � , , � , ,� ' ' ' �!, .4. I ,� 111,11 'I, ll' , ,�l',�,,�I'll'I'l,""",",��"I"ll',',, , I � / �,11','1'1,`m,,,` , , "",", �I'",,��, I -`%� " , '; .' ' , - - ,�- , I � ,11�, A�,t , -, �,,,,,��.,�i:�,,-,,,,,""��,,i,,,,,,, ,_ "", � , �, � , . :�: � " : �:,�� , -- " , E _,�__ � . i -" � , , tql " - , , I I , , t I " ; ,� ,:,� ,�,�,,�:""",-"",",LI I , " , " I : , " -111, , ` � 11 , � I - - Z,,,�� " �,-, I I � I , / _C�'_�, I I I � I I �..... ��z_ I 1, � 1, �177 I I I 11'��" " '' Ill, ''I'll , X., ,_,,,I """I", ,, ,�,,,,,�� "', I � ,�:� ,I 11-1 "I'll, I I - <, � I I 1/1 11 , ," , �__- �i'' � ," �, -,"%�-'' , I I ,,", - " I , � �, ) \j I I T. � , " I ,1,1, I I ,", :" � -,,,, - " R " , ), I— I - , I I - '' I ,� _ " " , ��,'�,------ I , � I,�I I - I I I 1; I I I I I . I I ; t." i , I ,`��,`,��: ?"',-, " � , I 1�1� I , � I z I I '; .1 I I - , �'�_,; '�,��!"%,,' � �' I ,�,�� ,�,, :�, "",�,, __ _ , ", 11 I I I _ , � 77 I j � , :` �, I 'll , ,�, �,�", , � , , ' ' ,'�, 11�1 ,�',`� �, I I ,/ - ,I r, �,,,�,,��',�,,��,,,-,,,�,,,,:�,-"",:,�,,'�,,, '' ,,�, , , ��',,�� q � �, ��, , � ,� � "J I � , , I � ,1, 1 I I,I I I I I I " I _ I I I , I , , I , -,� , " " ,, I I",,"', , 14_ ,�, ��,�, � � I ,��"� I I I I I � I I ,", 11;x ., I � , , ,� � ," I I I , , 1: 1, , -1� � I , , 11, , , ,_ , 'i - -, i -/-- - , 11111�1111'11,L,�,,,,��" `�`" ,, � ,:"�`-�':',,-,',�,�� � ,, ,,�,_ , , 11; , , ,, 11 h11111=1;rz19_3___-41, 1"i ,-? `/ 1 ,;- x x '___�11 "" , "�' ��,, n, I 1, " ,", , , i� , '' \,� ,� �. ...... _��,� _ ,-, , " , I A, , , I ",",1�3,,'t,�,,�,,",��,-",_',�" ,� ,"1��,I : ' ' �, .- , , __ _ , _- , I I'll , I I ,�, I I 1� � I I I "I I 1'� , I , I -1- ' ' "" , "� ,f'���'1'11 V,�, I I I I � � .1 �,,-, ;1 111�t_ � i 1� 01 , " I , " ", _"' �,',_� , ''', , I I _, , , ,�, �Z,' , ,��1, r',� ", , " "' I I I It �� _�� ", , , , �� "', k 44 t"I � _ '_ "',�,�, ' ' ,, " , �,,I , 'I�1`1_`�', ",'' , , _' " ,,'� � , " " _ _ I , 1\�_, ,� 1, , , 1� I 11 �111_ ,� �,, t \ ,�, , , � � � , : �,,,, - , " -1 I �! :S I I .1 , , , - I , � ,M_�, , , " I'll I " , � " ,", , , ,,, I "211,1- 11,41 � _�� 111,1`111'13"','�' , , , - - , 11'1,1� , � '' 5111, " �',�,��","�,�,,�',"', �� " , , '' " � , I ,, "" , , ,!�,��,' " '"'�g,�,�� `�',,"',",��,,��,,,��i _�,�,',,�_,,,',, , 4 _� 1-1 �, 41 1 . " , - �",`�1,11,,��'1,��. I , ", _ , _ � / /I I I , " ,i I ; , " ' ' ':�:,,_�_ '6�, _ �'k,_ , , ,, ,� , , � , - , 1,11 � �I 1, '��', 1,1, , I ,: i ."/I ��,4 � 1� I ,,,�:, ', ,���, _ "k , , , "�� �� ,""""",-�', , , , , I , � _ ,,, - , '' , ,_�J,�, : , ��,_ , I '1'rlfrl , I , , , . 1 , _,,,__� , , k , , " /� I X. , , ', I ,,� , I . 11 , , �� i I i// � . ""'r S111 ,I 1, ,� -�, '' ,�,,I�j"�;"�', , I—— 5 `�11,1,1�1 ,__, � - I - `,�,\-,A � r ��, , �11 ,�,,, �, , "'' , 1��'11 I 11 "'y �� , " � I�`1, "I �A_ 11 I "I 'I,1, , " , I ��,'_ j _', _ . 11, I 11 , ,�,l � _1,:-�-1-1,��,'�-",��"1""��1,11"'I � , ", � I '', - I t , -,' , , I , ",,, . , I �, I I I I , - " " I " �, ,., , , , , , 1, ,,. I I- � . : , � I " r�&,,,� I r 11 '.) / f , rN_ """",!",�,",'�""","","","",��,,,,,,,"""�,,,��"14� i-',�'�,_' ,�:,�`�:� """"', �', , S, , , f G 4,,� E,iz � :��,,,,,,, , / , , �,� ", I I I - I 1i z - ; , �,:� , , , , , � ,�4 , i"I"I"'.1,11,!","'11, , 1, , _ ,p�� ,- -, ",_ ''�. " ,�'t i - "t" � I , �,,�,"��,?;,�,,;, 11 ��� I I.hl. 1z / 1� I' ll , I , � " �,�&� �", 11 , I I , n I ,, I, � '' , �1,,,� , �,�o,���,�,� " � 11 I I I �- 11 I I I ''. I 1�, � � ��, � , I I I I 11 I I �� �1 ,`�,:� , ,,,1,�:� , � , �. i : , , ,��,� ��, " " , �'''I -,,;, � ",Y":,� � I , , I " � � � I , � � " ' 'I I— 11 ,,, , ` � , , , ,I ! I 1, , I ''I I . , , I 'I'-'.--- . . i j! I ,,,, � , ` � - I - 11 I I , I , �,��4, � I I � � I w 11 , � I ,:, I I I "I ,� I I . � , "I CE �SHC ` , " I . I I I I i I I � � I I s � 4 , ,� "I' _ � ,�' , ,,,,�,,,, -- -" ' PROPOSED ,GAS 'SERVI IWN _," , "., 1 I I I � I I � I / I/ 'i ,;/; / I V , _ .�, , , � ',, �, A�� ��,��J, I _� I I I Z ......1, '"�_ I __ , �- """", I I � i H :,:,',� , " , I_ 1,""" v 1� �, I --- '':� ' ' C � �1, , , - � I I I �, ,,,,, / , , ,, I , I�,�� - I I 1 1 V ,,�,,�""","",","",,��,,,,,�,�",;�:� , , �, �,,'�, I 1: 1'�,_,, , 1, 1, _ I� 1, "_� ,� � - , , ,��"'?;, I !I ,_�, ,:;"' ' '', , ,,�,, ,� ','��,, , , , , 5 �",;� " ,,:�,� "", I �_� I , � ''I I 111"'i, ,,, . I 'll, ,,,,, , I I I �, ' ' I " " � I I I , �, ,, " IMLIZ�W1 ;1 � . I I , 1� ,-"-'-'> I � I ", � - ", " � ,, I 1: ,� 1111�;,,�"",� ,I I I - I I ''I I `1 ! j! �� I I- � +1 f '! Wx ii , ,,,, "I, ---, I' ' �' , I 11 , �� I I � " .,� , I ,— I �� PIRO POSEP:3-STO , " 1, I �,11 " . I \ ! I i ! 11 �,� , 't 11 I _ _ " , �� 1, i ' " , ' 'I ' ' .", ,�'_ I ' 'I I ,,� " _�_ , , , � I " I I I , Jl I I I ---J�- x ....-..............� , � I I" - 1, , _ ." , '' " I � . 11 I I I I , �, I I , ��_ ! 11 , " ',�,, ' ' - _,,,,� ''� " I I , I � I ' "I I " I , I I .1, / , tilf , ,it I � _,��,'Z,`z� I � I'll , , , , ,� :. ': � "', , - , FOR 'COORDINATION �'PURPOSES,,� , I . - , , " -�;� � - ,- --- I I I I �, , , , i , � ,� - , ,,- -, , 1 ! I,,, i , � i ,-�,� ,�:"��,��,,,,,�,,',�,, ,,,z�, """'," I I " : ,; _ _ ,,, � .� I . , , , :�""'�-- , , ,e_ _ , 11'111 - I I 11-1 I 1, -,� ": � I I I tj C� � q �', I , I 11,1,11";1`111 �,--- :, � , 4, !- , ��'," , " , - � z 11 , _1 ,�� \� i 1! i� L A, , I ff 1, , '' , ' ' I 1"', , '!",, ��,"�', ��', , D A 11 L - 11 11 . , / � L 1! I I �, � " ��111 I f, �4 � I � >� , , e' �', -, -1 � ' ' '�` � 1, , , , 1,��,,,_, 1�I'-. I ONLY." GAS I I I I I I 1, 11 , i -1 . it I Iz,(� 'I - , _ I , _� , , z 11 ��,�,,,�" ,� ":1, "'��",",,.L�"'�"""��,,��,,� ,,, ",�, 1111,�,!-�,_,_ ", I I vwl� I I ", I ,� I I L ` ;- ,, , '' ",L I I 1�- I - ,1, ; I; , """m ,,`,�'_�q, / ,,,,, _1 $ 1 11," . I . 11 e I � . " 1� , I I I I I ,, 1: ,, �'' '�FINAL',,'LOCATION,, SIZE� """', "' , #I I x - , -'� ,,,-� 'i I 4" , I . , , I -" ill .1 ,,,,�",,',�,,,,,�_, --,,,,,� ��'," `11- 1��, , �:,FACILITY , 11 '4'. _.L � " � "` "'" , , , , " , " LIFE �STOUNMGE: ."PROVIDER TO I '' I i I 1i �,,M," I , , " 'i , f I I 1 1 '' I I�� I� ,,� " ' ' 4��, _\ , 11 I I 11"i',.'',, Y�,- - ,�,',,t�,,,�,�_�,� " ':I, , """,,,,�,""�Ii,�,,,�, ,,,,, , � - I �,111��11�, jl,'_�'",""'," I -"' ��L '� DETERMINE' o , � "", _'�'L I � 11 ",L� � 11 4�` I_�,, I 1; I I � ! 1,;*" / 11 Q� ,,�' , ��,1, ,,, "' ' ' ' J , � � , ��'� I I k,"L, �,, L, _�_L, I "'L I� I '- , , i '_ �-_, "" I "I I "I'll,_�,'� ,I i . 0 - STGOVIAOF " _" ±� 5__,,��,L"I'� I " I I I I I_ �'L`�.:Z' , 11 �','�" L I 1! : . '� I i . I , � " . , , , 11,_,� - I , a ,,5 �`,� "I �, I , " , 11 � LL I ��, ,���',� " L ,I", , �, , __�,, ,� I 11� i-L-Ncc 1 1 I I ,' ' -' -,,, , ,, 11 ��AND MATERIAL�OF SERVICE, ,, I� �,�,�,,,' I 'L � ` "L�"' "I , ,�"�, "" I '_, ,,�_�",,L_"" :� I'll, 111,51,11 1 1 " ' ',,_L " 1 113 1 � CAR , , , 11 I , ,, I _"'L, I, I ""' " ': �,�, " I ' , ,, , ! I - . 11 I , L, I I I L I -, �`�''�"�',',"L!_'�'�,'� I' ll : , _ ,, I " " 1� 1% � ,�� L ! L.D.I. , ," . , "' '" �"L L ' ,' I 1� I� . . 0 I I . I I I ' I 1�", I I I I I I ; z i WIN " � , ,, , I I ,� * �",` �` ' ' '' 'L, I �� " I , , I I � ' I� 11 I Z L,: , ' ,�, Z ,5 11 , , : 1 r� I I ", , � . ,�, I , � �, L:';,',',�","�� L I I I I " �L " " 11 ' ""- , .- 11-�!, QUI - I I , _,,�,"', I I I ._ , ' I � L"L, I I 11 , . �,, , ; , " , , " _ I I I I 11 I I ,I , L, ,�,, I " I f,�, � I VIL I I I .,.11, IN- � :1 � 'i 11 ,I 0 '� I - I , L ", ' It � (CLASS 52) WATER. , ,!�', ',",,"', -,;" ',,,,,,�� __ �-�,,4_ �,`, �',',- ,,, �, I �� '' I . ) � � L� L �, '�,_�:�, " , I ,�,� " , . ,� � I L, I I I �"_� ',� L� , " '' , I , 'L I , ,� I I I �� :�'� I . .11, L : 1-111, ,I I " , PROPOSED 6" C. tl �11 L I I `111 , ': I kll� L 'A ,,, , - , " ",, � 1, I I � , � 1--, , I , , , 1� 1, �,�', _��,�,,�,," - _:�,x , , _,_ , ,, , ", "� " I I i - 1 -1 ,�,__, " ,���,�,_,,""i","� I I - L I '. i " �,�',"___, � �' ' '�' ,� �L' . ��'I., SL �111 ? � L I I __, �1_1'I',-1 I � , , I ",", 1�� :� �, 11 I I lx,., _� � " ' -_- '" ' "" ' - I " I � I 1-1 , :E CORRIDOI I X/ I I I , � , "",�"�,�':L��`�','! 11 I I � ,��,K 11 I "I : -�- " I I I I I I 11,11 , I I I '. : ,� L", I� I� ��-," � ",,,�',�',"M I I �,�, �,� ,i7,_,:i_,_ I ' 4"'��,!;�'�'�""',"'��"'�,'�'L,"� ' � � 11" ,� , ," , �,', I I I I ' 'I , I I , - _4_ I I '0�,'M',�,,', . � I I I I I 11 �,,, 1, � I I I I ` , L ' ' , , �,, I 'll, I I I I I - 11'' I , "" 11 I I I L 11 !I CONNECT TO EXISTING 6" i � 11 ii , ,, ,, .. -1 , _'� � ,� _ , , � , I' ll , � ,��, ' '. e .� ILI, � ±��GROS S.FE _ , , , , I I I I L I -1 99, ,,�J,�� " " ��"Il'I'll",�"��,��"I'll�,,�'I",""""""",��'I'll""�,'�'I'll, , 1,`��:�,'""",,;�,�,- , , \ � it . ,, ,' I ' ,/- . 11 i � "�, ,�, �,�,,,'��::i`,, , , , �, , ,,��,","�',","',,,,"'-,'.�:;�,,,,��,, i , , �' , , :'" � ' OOTPRINT I I " �L, - .- i . I I'll, '' ,��'; " - ", , _....... I , ,,","����","",L,�L�"",�-� �,�,,;,,i,, ,�,,,,,, ��, ��- -L,-"',"' " i ` 1 it k�I , � �,�,,,-,,,,,� ,�,,-,,`-,',`,',','� , '', ���� *� �,, 1�,,,,��,�""",""�,�,�,�,r"""�""","�,,, " ,,, I �,e- 11 . ' . I x (A `;',�", i� �, `t,, ,'"_�',�L,� �'�L , , , , 11 ' ' 1 30078 1 I /1 . 1 11, �', � x] "'' - � I "I 1, 1, , 00,234 ' " " 23 _ I , , I I - ! i I : ..�. ,�, , , - " - , I ''. I�" � ,.,1, , , I I ;,, I I il ,�, , . , i I I I, I I I ", ",",", "" ,�,, ," , �,,I'_"_ �,"" L�"",,�k,'�, "�, ' , "",L," , �: �' , ,�' �,% ,, ',", _ , I',' � I I ' �,��\�t "':��, I ,I P�l . I 11 � " , , , _", I '� � 1,�, "I 1 , L L I - " , 11 I I�, ", 11 : I _"' , , " "" "'��, , , "1,1 I , �'L , I._-,'! I I� I , , 1 7=1714�r I- . I " "I I . '' 11 11 " " I 1, , I , , � , �',", - I - ,",�4� �� , � � ST 11 � �,,�,,�f,, , ", ,�Y,'' I I �_ I I ., , I , , f, i� , . - I "Im I 1� "I , I ,�'/,�'," "I , I-, -,�I ,,,, '11,11,1 I if , ,���, I ,L I "'i ,�',`,,� ;,L I I �,,,�,�'z-,_ "�, �", �, I I Z,- `!"L,'� �!'L�"" �,; � i ! ,I 1, i'' � I ,_ , ��L "�,,I_ I , 1-11, I ;�,1:1_��"J,,, �,,� I : I, I, :`�,," , , , ,- 1 1� � j j 1 I I I I,I,, �, " 'L.," - 11 " � , ,,, "I I—,�,,i�, I I," I "I 1; " , I , I 'L . 11 "I, ,� , 1�' ; , -- -""", ,�, ," -,","', , , -1 I,,' ,`�', /,� ,,--�� j , A"', ,�, ,,i_,,,��,,,, , "''/ I �, 1, , 1 I��,, "L , 1 " ,;, jl ' DISTRICT \ I I " � �"'i.,- ,, 11, , ,-, t, , "" ,-, ��`�,'`-., ,�,,�,,�,,-,":,, ,," "", "', ,,,, 11 -, " , :, - 1, _ -�____�' , , WATER LINE PER CITY OF 11 11 I " � " , �'L��_ :" �. ,��_��, , , I I io" LLL , ,/,��"' ,,,, ,,,� ,,,, �, " ,�__,;,,�,:,-", , ,I I , -1*4� , " , , �,�'d,""' ,'L' ''L� ` ��� 'P, "I 1, _ ""' `_ ,_�� '""' L:' ' ,'� r � 4" -" , " � Z, ,�` 11 I - -"_ I " 5 ,"", ,,,,��,_� I I , , ln�1_11�11�1 I -,' , . I ,,, , ,�� , ," �,�,_�,,�,�,/',A',,_',,",,"", , _iw � , ,,,,,,, ,� ,!,_',�� , , ", " �,'_, I ,,,,,, � ","","',, ""I , ;, I--' I ,,, ,,,,,,, �,w _ ,� L, , ,, I ,e'," , "" " "' , I ,� , , I �,,_ ,, , _ . , , , ��,�� -,1�-,��."L, I _L�;� , I I I ,�j _, " , " � , 0�� M ,"�, 16- ,� .1111*1= , ,,,,,- i � '" ' ", " ",L ',' ',, ' , , , � "I I�,"�"�',,',' , ,�...... ,�,, ,�i� ("n ! I , ,i � , � I �Ijl , I 11 , , ,,',�: ,�,� :,� I I �, ,� � SALEM sTA09fWVCE CORRIDOR i M f, I "Ir " I - , �'�.�;,_�",",`,`,� 1� I I , , L = ',"�'�, '�' , �L ,,� � �..........;�',,'�, j'�", o� ��," ' ��', - � I M L6 ,�,,6,�,,q.......... "Z,_,""""4,�,,�"� � ,� 11 ,' L L I � F131 9 n, 1,1-e "'�_, , I "�L" '' L " I I i , , j =-------__- 1 '77;'l ",'�"'�"" ,L I " , " I�11 I " , ,, 1�1' , , I ,n ,� �'11 , , I 1. L I I "I,,,, ,''L'' ,�, I ..........._0�.....��. � I I I I , -- " 11 - 11 � L I'1� Ir "I- " I , � �! ,4 � I __I _ ___ -1� I L , , , I �3_; , I 11� ,�4 11 , - , ,� I ! OVERLAY, DISTRICT L L ,,,',x�,1_,R � , ,,'�,�,", -,,-,, "- , � _ I , I � "-' , � , ,�� � , , ,, 1,�,� 1,7o " , ,,�,,`�?� L I 1 1171 1�,,;,, ,�"", I", ,, "', _ ,1�1 "I -1 F 11 111�� � r" wra"T-v" , ", , ,�_'_, L',�� , " "I � ;� 11111i'll/I I � L'L L �L' '�', - , 01 111,110= , V�';=_==_ ,j2' 1�'�11 JMEJREC'�'�'_'7�j �-R� L 1110-"M 57- I ___�,) i I """ , _ '� - , " - ",�� , ,,, - ,� ,"�� L" ': � I I I"I- L'c � �,�: , z I I _ - � � 1, I � I � , ,r I , It, - , , I ,,,�1, I C==='rs -r,--mmmy""! ,isn� �_, I 1 I , ,, ,, - , 1�1 �' , I - - 1- �, "'' , � -�,-- , � _'�L",� ' " 'J' , i'_ K �`VM ' L!!"T ' � , ,,," , " � I � _' J�, �L 1� ,�,,,,,, in � � �I \ I h -1, ,, ",,� ,,, _� L, , ,,,,, ",,�",""?,� , j i � ,�,,"'"�';:" 1, ' __ __ """ " --,, I 1�11"� , ",L'L,�, I I 'I'll I I "';, I I� I I - ,--- I I 1141 I Ili I ,"�,,, �_��"A, _ 14 1,11,",�',��',"� 'I.,__ - , � L , �,,�, ,� I , ,"""L , --_ 4',, L' �, L" ",,�L �, L I I I I I ��,�, I : I t �1111jdll I , �, , ,,�""", I _ 11"",�:, ,,,�,-:"�'L� , �n, �,�I I I I 11 ", . . C1 ; " . I "I ` ' ' " ' ' �`_" I I, I I I " ,,�-�'�� ' . I I 1�I 1, � I � Z I ',�,,,-�,,,!�,_","'c, � _.�_��L . , I -1 1,I'll I I i "I,,, I ,1, I I n ,�, , �',� I "",, ,L L ''' � ";"', �L�' , j I I 11 L� -,1�,,',�W:"?_�""::" , �c. �� - I I� I �, L I I , I I L I I ___ 11 I I 'll I �:�-�- ,,,,, I'll, _� x I , I I I ,"I" ,I L I'�', , , I , I 11 �:� 4 ,�� , __71 -- PROFESSIONAL ENGINEER FOR I I I I I . I I I I I , ,�', I , I ," Z'� " "_ �1_'1�1 �', I I AM-,;C==== cl omm"=- ,,- I ��",L L L L L , �,� I ' I , , , I'll I , I � " \_�, , - 1_11 ; I ,it 1��,�', :i"/,\ . ,�_'_""�� _�, ,,,,, , , , 11,- I I I L ' '' I I I I I " , 1, 1, I I , I I 1�� �, , , j , ?I 1h � a ,�_��,, � ",, , " , � . ,,, ' ' , I I ,� ,"" , , , I ",� I , - ,�':�," , � I, -" ,�,��' 1- "' '' ',,,�'�;", ': , " � �L' I I'll , " � \� 1`�1'11� I 11,-,,11 - , , , , , ,,, - "', , _'�, I I I 1 I L-L. .I I ..... . : 1 i,�l / ; x L I I 111�_ --I, ,I�11 � , I" �� , ""I'll, I '1� ,�,�"�" �", , " " '' I I ,� I 1,�,:, ,' I I I 111�11 I I "I 1, I "", '' _,�� I , I I I " I c0f I ......../ 11 - - � I . - , ,� : �_111' I I I , 11 , � L I ' 'I 1,�,' I 11 I � , I I 11 I ''I , - � I , , 11 I I I �,]_, ,� - Is-, �-` -," ... i � I 11 '', _�,C�'_'_�,,' -,;,',',7�'.''', I I I 11 I I "I " I I " I - .L L � , , , , "I I �_ 11 k " , �,,�, -, - ,�' ' � " '� ' ' I I � I A ......_.......1._+_, / I ; ,,�,,11��',I � - I I 11 :'' , , , , , I ,,;, �1 I �I . I " , I �_, , , I ,�,_, _.... �" ��, ... �, � 11 I I , ,.1. ,�, M_ . ,r ,;"��, ,_ ,,�-,,�',', . . .�...... ��,,�,�� ,_11�el ,�I, � " I I ,:� 1, � "I I , , I ; 1 1,i!i"i,i 11"I -- , , 1�,,e�_` , ,� ,� . , �, �"11,11 � 1 , "'�"' L' , " . I ALLEN & MAJOR ASSOCIATES, INC. I � il 1.1 , I I I 11 I , I I I I � , � , , - jj� j'��t, ,� ,L,"' ",j,��'y I "" _ , - - I I I I I ,I , -_,��',',_, , , � I ' L ' � 11 WA,�!' 1 6 11 ""' � I I�, I I�, t I" �'L,;, '': � ,,, I I " " I I I , I 1�_ � "I I I I I , � I " I ''I I ., I I : � � � . 4 Ix "' , ,,,, "O"i��"�� , _�,� ________�;_,� , , " I, I'll- I I I " I I I �.. I '' � 1111 , 11 , , I I � , 11 , ,:, �_ I " I I I / e , I ,,� I I 1��,4"�_L'�, �' 11 I ,,, I I L I I "I � I � I I'll I I I I I , , I , , I I �",' :, �- I "'i I I I n I , ;I ! � � , L,", I "_! _`��L� '- " I I ,�I,I" " , � � i n ,,� ,�� L ,� ,�� 1, 11,11 I ,,, � �j ,/ I �il;h�W '! _�,�I " , I ,�� ,- '' I"' '�-�",, ',',�",� "' ' "I� , I I ___ I I ," , ''I 1, I I t , L, � ` ' ' - , I ,, , I , i , _t , I I "', � , ��Itv,�_'_ �', , , ,�, � �,- , 1, : i ,.' ' ' , � , � 11, � I �'', " ' ' L ,"�,, '' ,�"L, I � ,��, I I ''I I — — , 1 I I I r� 1, �� I ,rl 0, . 1, �,,, �� I 11 I . v " � "' 1'1�'11'1: " �',-, ,1" _ " , � ,� , ,,,�, ', A / � \, ly , i ", " I � 11 I I I '"'''. ' , _ _\_ , _ I �� - I ..........n___ i ...... 1, �,11,1,�]11111 jl I �, I'll �' , I L I �i, ,, ,,,,,, ,I I I I I I - I �' / t ,tl� � ....- 11 , , , I I � ',,,,',,'� " � I" , 1:11 11 11 e _,,-, I L I , , _� , , i "" '"',f " a ,", , j , I , ��,:!",�, ", �, , 11 11 -11,� � . i � � a_�," "�L�' � , I ,�- " , � ",� , - , I ,,�,,,�!, - e�' �',�L4_/ N .".. 1-t- � ,_� �; :" � I t ��,',,,?�,:""',,,,3,�, , �', "I �"" 'L s, "' . , ,'� �� �, ,� � ., 11",�� , ��', ":",,'��'�, , : I I 1.1111.1 - N\ � - I ,� ,� 11 " `� : I _ �-- _w,,-...---.-. ----- --...-w !/ 1 -i ! _� I . I "�� ,, I , I , I � 11 -� - -_ \\4Q, , - - 7 1 ,,'�Ifj 11'"114", `,!, I , A,�,,,'��,,,;,,��'I......�,","�,�......, ""', a, " , �,,"',""","',�'�"""',"-'-,"""'-"�'-�"""�',' ' L �1 r , '_� � , 11 , �!�, ,',�,,�,,,�"` �`�t, I I I I�,',, " I I , , ,,, i 'It"M � 11 1, , 1',_,� � 'i �� "," 'ILI 1�1,R -L � , � �� �", �,,,�,,�-,,,, --"-,;-, ---��,,�,";", � � ,�: , � .-I, I Im � �," ' ' 1�, ' ,"""', �," , , " ,�," � I , ` "I ,, , ' """",� " " , , � , , ! ,�, ' '�,� , �,,,-_-,i,:,,,, , -,��, -'-',',-"��� ""�"""" , _ ", , 'L: 1�'� ' "'t'"'�_ , - " , � �",�,_ ", "' "��� \ " //\ "� / ,,_� \ I , , __�� _:"," ___, _ �,��,, ,'N , ,I �' - ��`_111_ :�"",:�L", .......�� ��`_"`�""�'�"'_�"L�" '�" -"' ' __,; : I , �_ - �'L __ , �� � ------_ __ `,� " - ` _.__ "I'll, I, "'?_ , "�__ , , , I Z�,,��'�,, , �� , ,1�'* ", ,�',_ �', 11 \ / - ,_ � , ,�, , �� �, ,,�, _ ,'' - � , , I �'hl,l;;:11 `�' ,"I",� -, �1�i',��,`_, -�`, -, � , ,"I"',""I",'I 1, 'I x , ! I , , IN 1 ,�'<,���`,,,', ,� ',,c` "",_,,�t, "�� _ I _�_� i ,� I \ , - , ''�%,,,,,�,I- " -� , � �,�," I'l-,", ,�1,I I ,�, "�_', " " , , , ,, L " I I / i , I I� , " 1! � .� I " " ,-,'"', I I I - I- I I ,� , �,,,,,', ,� � ,;"'l , I I I e' I'll " 111"Z " , , .... 7 �"I I , __� " ,� � \, I , "I I � I / I ", \ .� ,-.Z, L . I ,, 5 1 � I , �L , ,,, ,, , , , I " " ";,"", I , �,,, , "� ' " ' ,� , ��,�' " � I ,,� 1, , , ��' ' ,� , I " ,' '�� �,��,'" I `1 I�:" .,�� /111111 , z / \1 `1-1 '1'11,�,""" ," - �,_, , �� �,� ",,,., �,', _ � I - 111-11 I- , � , � ;fjqj��, ,�, , """ �,� ��,,,","'! , I , ,L��,,,�,, , ", , , , ' -1 I , A � , , ' ' ,, L ' I -11, ,,, -_ I 1, I I I L "I "� . � �,�, " - I',1, � I � I , ,L �, �, � �� - ",:��', , , _ z , 11 I I 11 " , �, �`, ` :' �'��' 11 1,�', , , ," 1�11 I I I "I � I _K __I� - � __.__�_ I ,_ I 11 1 1; 'I,I I , � � �� " , � 1,�1�11 ' ,� , ,�"f__ " I , 1:L", � ' "'�,'n�_;, 1�11 I I I I I I I I-,, ) �, 'I,'/ "I _____ --1 - -_ __--- -....-- �....�_- I—— ,. , " �, i � e, ,, � I -,�v "L'"" I ",�,L��'�" � �" , '/��, , ` � , I :1�1'," I" L - - _�_� �e_ ,, , I �, '' '1 , I ,,,, " . ',I;§ , ,, I ,� e _`,",`�?."',` �", "," � " , f ,"', ,L ,"""'L" I I , , "I � `�,, ;",", ":-,, I' L : I ,� n' , . , 11 - - , , I., "I I , I , , , _ �I", - I I I L �,, " : ,�� ,,,z"_,�,',� ,�,',��,, 1 I 11 1�_ L ' ,,,� I 11 - , - , , , z ,� : I I 11 I I 11 I I 11, I I I I I � I 11 �� _11 I I I . - - I I I I ' 11; ,� � , , 1'1'1�I I /, � � - I � , L - - I I - ,,"�' �L�� �' ' �1 , I I I', I I , C:� "-`-` , , , I I I " , ,, "', / � , - - , _ ,�_ I, - �,;___,, , , �', , "'i � , I " I I :'?J, ,,,;� "" ,''�'�� :�', � �_, , � , 11 �,/ I ,�,� - x 0 �_ (11" 1. 11 1� '�: �,, ,� 1/:,"""', - -",,-,"" , z... .... " I— �, ,,, ,, ,�_ I I " , _ - I ,,;,,, I I I , ,,�,,� , . I I L I I I ,� 11 I ,,�:�,,,,,,, , , ,, ,, -11 I I I I'll", ,� '''' � ,,"�, , 1 :, I � ",'' , I I I �,�', , -,-, I ! ;1:0111 I , Iml it ..... ,, , - , ,, - '�'L;��L 1'�,'� � I 11 I - � I � , L L � _'-,�_ ,"" , " , ,, , �I I 1, L I � I I ; ''1:1 , , , , , ...... ,"�" �I'll , 11 I� � " I � I I I I I� `� , , I I "I ''I I I I " "I 111- I � , 11 " I i , - -�, " : � I I I I � ' L, , �'� ", , I L, ,,,"'' , < / : -_ I `t- I . �'' , " ,� Z"" ,,� L �, , ,,,�e" , .1 I I _ , - I , '_, L �� �' �__ 11 I , I 11 I �I I 11 11 , �� "'� L I 1, 11 Ifl, 11.1 , 5 , ,�, `�,,�,,�,;��,,�,, L; , , � ,_'' ,�'L, L I . f j� I ;im " "1?_�-::1i� 11� "L""',",,,� ,,, ,� 11- � 11 ,�� I , I I - I I"�',,'-' L 14 , 11 I I I I I-, I I �L ��:� � , ,�� '' I L I \ I . I t C\� ,�� � LL ''L ' I . I i I I? � I , , " I , , , I, ,,, "-,- - �".,I 11 _1 , I I I "�,,�,I , 11 "I' ,�-, I �1' I - 11", _4- ,, I I I I I I I �I ,�,,, I I I I I " I 1 i 1 i _,� - . i it I �1�111, , ;I-" "' 11 " ; ,,'' I" I :11 " I I ''I I IL L 1, ''I " �L� , ,,, " ,,, � - " , , , "'�,"" I � I I I I I I I I I I I � -- 'IN I I I I - ��,z I I .. I I -- 1� Is: f, _" ' ' " , " -1 "`�� �� I- _` , , I � , "', , , , '' `"', �., �, , I L I �, ,"�� ,I" , �e��, , � ,, ' L�, � 1.... / y I " ' ' � ' 11 1� "I`��, 11�11 '111" , , , ''�' ,� , i�', ","" , , " , I ': - - p� - , , I -1� , �'� " , , , -:� -� , � I ,�, I ��, ,�_' - ", , '' ��,_:�, L I I I L , �':' �, , ','11"'!", , x, I " TL �'`�,, ,�",`," __� - ,, "'1''L,'��' ",� ,,, ,_,,,�",-,,��,�, ,', 1�____' I I 11 , � ,:��,,,,",� ,� _, 11 , I I I , " �,�, i I i - -1 , I , - �,;""�-"��"I'�,�-�"""-""""�',,,��,��,� , , �,'�',;,' '""�,"':":",�, ' _' ' 'F '� ', :L, �' '� ','� 1� III,'1_' "_�� L'� ,� �, 1-11 I I " , , , � 11 .If..........1 17 , � I I �e,�1, ��I � I , I L " I �,� I I I, -11, 'L, I I , � , """", `,�:�,, , I�, , ,,_,,'f,K�,,��', ,,",, " I CONNECT TO EXISTING/ GAS LINE.,, I ",- -, , � " , I I _, , I " - , ,,,, , , I I , L LL �� I - -� GAS . - 2 ! i 11 i I 1 ," , , ",, , � , - , � _�,�", ,""�'�',"��"", I I I I , � I , . I 11�" ,- � I,- - I, , 11 , L ,� L"I I I I I I I � I I i I I I , \ �` - V� L I I ,,,,,,_,,i,,-i*-`�` - " ,,"�"':L," , _ ";: I 11 '' 11 I. I , ���,;,���:,,, _', m ,"o',,,,,,, , ,,, �,��,,,,,,,,,, , , , I I i ,> I 11 �, '�'111Mk" I " , "�, - I I - , " 110 1 � , ,," , , � , " L I '�111'1'1111 "I'Iil�'1�1'1 ��111 I� 1,`,�,:, _ __ \ , a ,,, I - I " I L' 1;I , 'Ll : , ,� ,�,�,, , ,�: 1 , i ,� ,� _�, ��, �,-,`, I I I � ," I , I L. i I �a . 2 2019-09-12 REVISED PER CITY COMMENTS .... ...... ,,, I �-,,,',,' "I'll" � ,,,,, , I �,,'�','k,:� 1, I : I,,," ;I �,�_ , L ,, I I '' ' ,1� ��,�� I . L , I ; �, n , , LL ,N�In-,, I�" ,, , I I , I , , I I-, L ' � I � " " , `"" " "'-"' � , L I I , _, . I ,- ' ' ' L - 11' ' I , I I I I i I I ,0 � ,' "_ " L� I ,��'�`,`,',,���, ", �'L ,�� _ ,�, 11 , , �_ �- , I "I', "I I �111'I, ' " I "', L , - L I I 1, ,.L , , all '� � I t ; 11-16 4 I " �i , ,�", " �, ' "' 1, , L , 11 114 11 �, -, , I , '' ,,,� L I I',, I , ,I", I 11 , I 1 6z - \ ,'��",'' ", , " ,' I I L' I 1, " ' "Ill , 4 (::�eN ......___.____.... .I ....4.1 , , � "", , _ , , L �, �� �� - ,,�--�t, � "" '� �_�"'_�L, �' ' I" " � n I I x, ' L '_e �, L I 11 r _ , �,�_' "I L , ,� 11 ",L I I I , '�,,, I I "", , " ;� I SIZE1 AND z I 11 I "�_ z,:� , ',� , � _, " ;'' , ",�, �Ijj i I- 1 :�r " �"� � -11� 1�� , ,I" I , I�;s � ", ,, �, I L,; -, , , , ,, "I � "'A", - -1 ___1 I I ��, -_ ,,, � " � 1) ERMINE , I i 1'�� �......- \i',,�3 , , " , , A, " " � , `�' ,�ll'�'�ll",�"I'�'I",-�'ll"I I L , , x I r � , I ' ' I .......- _41 \ x �� � 113 I "I , ,,,,,,,,,, " I'." ,�, , ", "', __1 - 11 -1 , , �1 1,,"" , � I , [ ,, � � -- \ �, " ,--- � - � � �� � " ','�,� ,, �"" �"',�� " ", ' ' I I , �', , , , ,�_0 ," ,� \ , ,-,,-, -,, , � , '11-11-11, I � : X _----++++ 3 1 1 ",� 11 , " , - I -�, , I , , � �, " "I", I I � I I � I � , ! �A,,,,��"-"',,' _�__ , � i� l 1 � I,/ 11 - � �', 1,"", , , . "'11,_ " � -, ,�,, I- I I `�"I"I "L , ' I I I , L I �_ ' ', I ILL 11"", � , - , ",,", �, I 11 L " �,�,, ,,,, � , ", ,/i N_� FINAL LOCATION Iz/ t\ ISSUED FOR DOT ACCESS PERMIT ' ' I , ILI 11 11 -111, �,, �," I �,',, 11 I 6 -08-16 11 \ �, , - 11''11 11 " ''I, "I � , I "I ( , I , - I�," " ,::1, , �,,'-,` �, I'll- '� I ' 11 L, ,,,,� ,I -1 1�) 1 2019 . , "I'I,�- I I I ' I I - "I , 11 I I ' 'I' ll _ ' � I I I :� ���,,, 1��'�' , � , _,�, L ' / I _P_ L, I 1, I , " 11 _11 � -7 - " . , HAIA! LINK FL I,`!',I\ ) 1, I / "' "�' ��L"`��"�� , " _ �� -� �_ NCE ; F,-,�!11/ - I� I-, _-,� I'll ,,�I ,",,,,�',,,� " �_ �MATERIAL OF SERVICt �, 4��J_ �, i J z1_ . . / ;�� � I I ��y_ 1 1 !, e- /I � V- - + (f) REV DATE I DESCRIPTION ll 1," : � , I / - 11 11 L /� 'ZZ4 ... 11 I � 1 �5 1 � / /,,/,�,Z, ,//,,,Z� I � / _ : /,//,�_/////z,_/,��zz/�zz/,/ , .." _� I . zzz// "/ ,,',/(/,// � ,�1zZzzz/,/`/,_"",/ I ,/ � ,// .../ ,za121, I � '\ , I I \ '/ / / �,LL' -,- ", ..."Ya"VIZIY11111111", , .L .ZLI I I � �;I:j, � / ,�/Z,�2' , /...� n� � i I� I 5 " � I w,it l I I / ",,el , ,� _", _1411,1_1"z,&1zL6z _44�z11z1""_111,,1 1 - It - 4�:,T:l,,�z-i I APPLICANT\OWNER: � �� 1, I 11 \ X11 . ,""�,�'al //"zy"""/z//"=/"z/ k ' = I \ � & "", _ I I _� Q � - - - -k-....- - - - - - - - - - - - - - - - - -I _ _ _;_ _ _ _ _ _, _ _,_ _ _ _ _ " I � . - . .. 11 I k '_ 11- : I ? � I I / 1, I I . F J,�,' I I " - - - - I ��� _, _ I / I . i I i i IN/ \ l ..... I i D , D " - � ... I � I ; \-, F, -, . � _,� . : I I I F,10'-�'r' FAAQ Y 11 i F-m"MOR-10 . �i . r., .. . . i I 11 k i i "�` LIFE STORAGE , � �LF q.!P;-"..k,A-1�I " 11 I " �� " " �',_ -, 1_1 1, j _"" __� - 1 �41 11 - , --- - _U, 10-01 INITI-wi J� 21 9= .� !� __ - _..... I 1=1 ____ -_ .� M i i t _,�`__ NO� I � ,L'� `� - �_ -- i 1=1_T�_ Mg 1. , , --f - - I . I I 14 ___�,___ !1NEE TRUS T - MV, - - - - - __ - , I �' / 113.51 1 : I I .- - � ; . - � . ; I ,� . x ______j \ I 11. L i $ � i 6467 MAIN STREET 1 1 "a" � , 01,,� \ x M 111� I I t I I Ht�.6,076'91YG344 �i - - . . + I . � , I I , 7 : I : I � . I . I it� \� ". I -= I ,11 :: I ! I . � \ � / 113.5 '\ 1_� % �_ - _1��-,1 ,? -- , I : M . - I . I i ,,, I . : I I e : 1 �.I " � - I -.,-) ::"� �1��, I I - 113.5 1 1 "//' _�. IL I _;_1�_ I'll � i ! �1 I /V s � , � . - 4 . I - ____ "% i I - � __ ___I I I � � 13 z "I / , " 11 , N C'� \1� I I : i I l�: I I I I . i I . 11 -11 ....I—- WILLIAMSVILLE, NY 14221 % I - FM :]F�11 - ,,I . .+ : \", \,,, x I .1 2�h, ', '\,__,/ I....T � I I ed, _ � - .1.1. 1. N \ --- ,---+ / ____ , Ni ��. , , - ... L _ �� � I , " , , I I N I L�"�" ", I , � � �, 'C� \ \\ t,I =,__ - - I L I e_ I", _ , L I � . 11 ! �x L � I i , �/, I I \ -I " �, I..... . I . " "' _�. _'_L_�_ �_ _�4,�,4�.:, , _ cc, I : _ ______________� = , ___ ... , � I X, V/1A�1, 1 . -- "''L-L."', "'-_' . . � 0�� 44��A�� ri- - '-d-13-13-13__�_=_�_�* ......I- _"""' " �7�_ -,��,�, , ,�� ,�, , 1 - __ PROJECT: \1, , . � 1.6"--�13'11111111 0 13 - j W% 7=::= --.- .. 0 ,� - 4", --- __...1 ", - � \, - - - ,L I L-. 13�' 1 113-13 ..--_. I ......_', 1..... 0 - ___ ____* : - '\ -..-!i-=���� , , I - -_ - \ i � I - __��'- I L.113 1�_77777P t=V &tp;Y 1 13 13'. I I... - - - - - - =���__. :7_77-t7'7---,__' -'-- .......___' . f 'L - ------ -+::::1:I__:-.-_ --,-- - ....- -1 - -__ - - � I � .... Nllj� z . . i L \ ____, Z�m . 7���__--E---------.. .....�... .....___ ..=U+__._.._..... - I �, /__-, I \ I LIFE STORAGE ,� \ - I �_ ::::7�,___ -_ -_-_-- __1\ I IRC-191--R.T A. ev I I PIV 706,12------__, 1 GC2 - A" - T__ I I \ ��,Ii:.. 11 DIANA ,?4 PiDGE \\-- STOCKADE I __ / -� , __- j a, i ��A . L L. /. - - NAF . C�l I,�1, P - I� 2/1)G,2 1 4 Fr��I--- � , � \- STO,'�KADE ""o Al..H�! " 4' RK,32,0,/, i ; ',_7 +I�NIV y � e . I �,Gcj 1-1 FE��,C�7 \ P,',/,- 01U,�_'C'iil S, FISZ I I _, . / I FIORE FA!XL Y 1-1 ,�, \ � I I NOMINEE TRUST 1-1 \ < MLLIAM A. LUZINSKI E�(1429-41FC.,`�60 i � GC1 �ST( \ I "", -, ') . i 435 HIGHLAND AVENUE . "I' 1��,;, t3K,145P,fli C,,225 L I \ .\ BK,6878011-'G,,344 4 __ \ \ i L i I / � I I'll \ I \\ I I 1-1 � , 'C� I . � t ik SALEM, MA + � \ ! \\\\� A \\ 011, . I i M \ \ i I 1 \ I L i � I L I \\ I \1 i i PROJECT NO. 2570-01 DATE: 06/25/2019 . \\\,\ \�,\__ - \ . I \\ I � GC4 � NOTES: �\\\' SCALE: in-201 DWG.NAME: C-2570-01 I \\ \ . \\ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN �\� DESIGNED BY: SJLIBES I CHECKED BY: CMQ . \\.,,,,� WEMAND LINE I APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY . \ + \ THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE PREPARED BY: \ THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, R L AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH Q r I I MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE Q) \GC5 D UTILITIES. . �11__� . I - . I L . GC8 GC9 i i__ 1 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & I )1 \7 /*-I',-- , __*-1GC10 MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY - L . . � ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT ALLEN & MAJOR C3 L I . \IGC7 . . I THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS �� I STRICTLY PROHIBITED. LO . " ' ' ASSOCIATES, INC. N I . 3. ALL C.L.D.I. WATER PIPE SHALL BE CLASS 52. civil & structural engineering * land surveying I I . . U environmental consulting * landscape architecture ___ �_ 4. FIRE & DOMESTIC WATER SERVICE SIZE TO BE CONFIRMED BY MEP ENGINEER. www . aIIenmajor . com Z L w 100 COMMERCE WAY, SUITE 5 Q: I . 5. GAS SERVICE SIZE AND LOCATION SHALL BE DETERMINED BY SERVICE WOBURN MA 01801 � I . PROVIDER. TEL: (781) 935-6889 (i . . I . FAX: (781) 935-2896 � 1 6. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM L I I z . � LIC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN, MA * LAKEVILLE, MA * MANCHE I � L . EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. ;� THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. I CLIENT/CLIENrS REPRESENTATIVE OR CONSULTANT MAY BE Q DIG SAFE DIGSAFE: 1-800-344-7233 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC I I I -z' L 11 I IL, I I SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC �_ L1 rn I APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE , (i . MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ___ %I I . � I I I . . OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL Q) I I I I I . INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC L �' . . PHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND I " GRA � 1�� " � K �, '11� . I I SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF tx) "'L I 11 . ALLEN&MAJO 'S WORK PRODUCT. N 1 20 0 10 20 4!0 6 I 0 R ASSOCIATES,INC. � I ''I 1 65 = wm� imni I �Q . 11 1 . I FEE - ymmmmog Ip I DRAWING TITLE: SHEET No. U BEFORE YOU DIG I �� ( IN FEET ) �) CALL 81 1 OR I . , 19 I I '__� . I :��\_ \ .__7 '000-04 = I - / `2 =-I I . - -_ , I I- - - F - � I- 777 T_ __---I I-II'-\T, PO � eii������ 1411 ;117_�10 tu i RUT, r_ I 1 inch = 20 ft. UTILITIES PLAN C-1 04 � 1-888-DIG-SAFE . � L . . L :� Gqppight(D2019 Allen&MajorAssociates,Inc. L L All R�zh ts R eseived I - I � . . I � . I . .. ..................... ....... � W 4'�__.... - Y !fiJ _ .. .. ......... ......yr .. .. . .. ......_. _ _h°` �r ;°J_ _. _ � y_ '.................._...... l � l E L C UAt�'lifi IL \ f t C 1 t ❑ (F�/,Ns GAFF \ ❑._. YEsLd L��._.V_.n..:P AIN T.L�b.aV.1_M z -.-....- ..... ...._. ift fl_ METAL. t ;. . _ . ___ t , - ANY. CURB � � YEL.LC?�l F'At�17 LtIVI _ _ - -- _ --HIGHLAND AVENUE'PAINT LINE _ ...� . _.. ,._. _ _ .._. _ ... \ LL ; MP�IN L1 ...... ....... . _�.._._ ..._. _..... 1TE 107 PUBLlC�- /ARABLE WIDTH) _ .__... 11-tDo l __.,............. _.... _ _ � .. -_-__.._..-_____........ 12 0013+00 � �r \ INSTALL SILT SACKS _ _.... __INSTALL .S� LTSACKSttr P .rrLly ..: . _ _AT-EXISTING CATCH ._ . � ... � ... _.._._ _ . .�._._ ........_ .....� � .._.. _..._ATPROPOSED STAB __ - . _ ....._ __...._....__ _: _ _........._ _._ BASINS—LOCATE _ _ .__ .._ ... _. __- CATCH, BASIN ',CONSTRUCTION _ _..... INSTALL EROSION , """ INSTALL SILT SACKS INLETS ONCE .ENTRANCE, IYP. _ .- ,,. -HIGHLAND.._AVENUE," LEGEND / -CONTROL__FABRIC". ON,.J , , AT, EXISTING CATCH Y.� STABILIZED -" _ r0yP „ _ �,,x t .� _ _ _ . __ ._ __ _.._..� . INSTALLED;.lYP.�,.. .. - _.._... __ ._...._.__ _. SLOPES. 3.] _AR=_ _... .. . ., , . .. W:n _ _BA (IV INLETS=l1NTIL _.. r ' _.__ ...._....... __ _- _ _ .__ CONSTRUCTION:- _. _.._ _......_ _._. - - __ __............ .. _...... -- __ __ _ GREATER, TYP. 1?_ . _ -- -' OFF_=LINE_OR._ __ - :. .... _.� _ I ......-- -- - - =ENTRANCE, P i ...... _ --� -- �.`y-._ - _ _ W - - 77. _REM>DU D Np, _._.. i SILT FENCE SF _ _ .... _ _..._.. _......__ ......... l E a _............. _ _ __ _ .._.._ _ .. _- ... ......_ r _ -_ C� I�1 _ _. h{ w Lz_r ,I f, w, �. �. _ ..._ .. _ t? fVV _................. _ ......_._... _ . _._.__ ...._ ._ _ Orr _. , . . _ .. _.... A 1 r3 - _._.....__ _... -._. ;�, . .� �i,.,.._ � ,..�,._.._... �_ TUBULAR BARRIER ER �'� �x x , , > 7, �., ......_�._...._ :..._. _ - M,.. _. w ` `� EROSION CONTROL FABRIC I ��._. ? _. __. ,. _ _--_ w: ...__ I �- �. \ INSTALL SILT SACKS CATCH BASIN FILTER �' �J ., _._._., 7 AT EXISTING CATCH ` '1 r _-_w �- - �- ._ HOPE tf BASIN INLETS UNTIL x I.. 2 ,. _ STONE CHECK DAM IN ALL SILT SACKS t � , _ �`��, � � OFF-LINE OR INSTALL SILT SACKS ? INSTALL SILT SACKS ___-- --- AT 1" t r n ,_.._ _ REMOVED TYP. STABILIZED ENTRANCE AT EXISTING CATCH # AT PROPOSED) C � _._.._ -.....� _ -�;f_ . .__....._.. _ __ . �;-...._.._.._.. .._ a __..... _ � _ ��w �����. CATCH_BASIN_............ BASIN INLETS�UNTIL _- - --CATCH BASIN' P INLETS ONCE TURBIDITY CURTAIN TIC OFF-LI E OR INLETS ONCE t t ,} "� INSTALLED, TYP. ��� l Rr.,a t. ._. w"77""73"?.., .r,,.. ,: .e"''7 r'r7"'Y �;7;.` ?"T'Yi„.;•°".";r rd 7;17 r;".:�JJ7)7/rrl:"'rT.s'; %,":':�r7?"�7� - 1 REMOVED, TYP. w; INSTALLED, TYP. , STOCKPILE/STAGING EA _.._._...... _ ._. r.,,rr„ram, .. 7 Y'.'a 79 , , ..__..___...._..._.. �?�r,�m�nr�rrerr.:..,r�-,. r�rrrrrr rrrrryr�rg•;�rrrrr�r,~�"r� ;r,>��r-�rrr%°�y,�.,�:,,yrr,w�;:�r�i� rrrr,�rrr�r r, � i j �]"'JPy77d�.�" -rr"rllTTJ7lrlr177177r7717"7,7!',7�'?"�/J'71��i:Jt'r7T7"777;171T71' lf`�TTJ'7�7' 777' PROPOSED SILT FENCE AND TUBULAR} `} `i �, BARRIER LINE, TYP. LIMIT OF BUILDING 2 STO Y f�'Y'1� REALTY Tr'�.iS?" CC>;�iG: �L t7C�C SK 50340f�'G,2.32 FOOTPRINT ^/ INS� � �1 AT TLL PROPOSErD AClCS;,,�� f 11 I 1 TE CATCH BASIN 6 .�.. C VTRO ,f t' j } INLETS ONCE # � x P at N # INSTALLED, TYP. l J f _ <• � � a - .., ,>, ,,., ,., �,:ri r r r., ..��.<.!"wr`!L/m.l�®r��s!�issl<�Cl,�°.l�G�:ILlI�:P!<LG�IJ/„,.!a°�,.;,a�fL�F;<:lrlll.�llµ,•: 'Cs'lL�lr "__.. i INSTALL SILT § a 8 s i% i„? l ", �!CP G 1 ✓GL °L f CL ° ®ll�tl L!l L ., l "/,LlfILC�CLf ,.,;.° .r C�Le l,,,ssL G>; u�CCL.,,,,,,..�l t /1l d1C S�C�S;It� J € cs•� a.�, j�' 'Cllsa.L,Ct'"C�.�ll<!�G,hl�.e✓,f1.lL(11..��a'/�dl.Gd,"L!' &..�'•t'L�a"d'LtL�`�1 ,,dam° AT EXISTING C�ATC�H "w"m4 I I A�IZ.I°l " BASIN INLETS' UNTIL, j 1 1 _..... moll 1 OFF-LINE,, OR f' } >{ w __._ .__ _.._ .. _.._ _._ _ ..- sA f i , I € $ -' - (J1 -�.ter-.-. --- � _, "..__W_ .. .. _.. _... .... _____._. .. .....__._._._ -. �i ,?z I CARLTON M. REMOVED„ £ I r� TYP 1 } .`„� ; C Btu: � � ;.Y:. �� p�, � ,, 1 r `, ` l INSTALL SILT SACKS � f�=� QUINN :E CORRIDOR E °"" "} ~ „ .., l 1t F1"P '. } CONSTRUCTION STAGING & -+ y ,r- AT EXISTING CATCH CIVIL y ' DISTRICT I' _. ...._ . i UNTIL I ; � ; l',�#t;� � �; ; ;' �'� � _ _._.. -..-- �-�--- - BASIN INLETS STOCKPILE AREA WITH SILT � � N .49923 1 � FENCE AND TUBULAR BARRIER I �, l40 ;,a'Tr�7%'r °77; -.r.y �r;-';1;7i""r,'rri"�irrrrY?^7l i-�1"',%7s"r77.r%lf'iT'rrrlr*; „r�7" 711�7'": r,Yr,, ..r.`� !w ii OFF-LINE OR i � ~� I E� ' u w ,<. xzrrr �;r� r r INSTALL SILT SACKS' - I T GRADIENT EDGE OF sT p _ I .$ P77? J JJllmrrJ r,, ,,.,., �7 f� ,� I ,. . I: ENTRA E CGS �T ':E STINGT H _ __ ;: REMOVED, YPGTP. ? r , I, 1 OVER V DIS tR 1 CI �BASIN fNLETsN � I I! _. I, ! OFF-LINE OR f - - � � ,'°' �� � PROFESS ENGINEER FOR REMOVED TYP. �� r- ,. J_.�„ , w g I. r ! } i ALLEN & MAJOR ASSOCIATES, INC. f E#I € X r1 d2 t f t J ( x r is i 1 i INSTALL EROSION° I IO CONTROL FABRIC£';ON 1 r°r1.. z �. ,, I jt f t� Ls fr! t _w v r \ k _._._._._..... ,. } i I C .. SLOPES 3:1 'OR 100' WETLAND LIMIT OF BUILDING I;K GREATER,, ITIyP i r� E SETBACK �r r f, rf ,!f f tr.,r i fr.rjr? f fJ{i`, i t fr•I 'r i L I fp ! (�! w t�& l ....� 1, sf /a,"_JjrfrJ rt, rffr. Jrfr r r , irrfrr fr f:l f ,! rrl 1 t + � } FOOTPRINT ��� i ....... .....� .._._ .a_L. i ...... A a, r; A_ ....' / .. .: r! r �•rSk,.` fl: r 'Jr ttfi I/r > f:/;% llJf`fff,•fJtr,{ !. f: ,�1 kj (( w � v, it f•r""rin,l,f �{{ f!, r� !! t.r,f fr>J }" 4 ..._ . .. I !!, f�'! ! ::r ! r ff,• t 1 2 2019-09-12 REVISED PER CITY COMMENTS f 3 r x fffll i r r I'!lirlr J' f f'rr rt t !r tl! r r y f %f,1t jIi % 11 1 , ,n1 LIJx rErr I S x i o 1 C .l r fr / f, r ' J !fr t r r Jl 'Jlf, l ram.. {!1r !!. {!'firf t;tf`,r!{r+-f fi(/,�ll j- ir,+i tlrj `fl't`r'' r Irfff 'r'!!{r rif b'- �• I f' ' 'f' I " 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT p, '� �. x'r!.`Jr/fr 11 fJrj lf{r,l�tlrr frfftj.�',. If Ili if'fr ,rf ,f lfil'r rr 1' .5 INSTALL �,pl�� ` l <1� � 4 ff r ! ! !,f, r J I, J - z. r; . !1f! ;r I!If , f 1,' r .. o t n REV DATE DESCRIPTION SILT SACKS �+ 1 r r '' ' l.�', 't. .'.!':LLa°LC!.t.!/s:..Gl�`!ll.La':�C It.....11 �.,�: - :m r .ter r a ✓,<l.Gt°111,..�16.1IG..:/LL:...:.,<.ls"„ .lJ».✓.fC.`..,..CIL..,'LG_.t,CLc.'..,. ""'1/ } .� .{t t f I I f ! i r ,�,'f r , r f r�r; s f r !r! f r.{f f`:" l:}!J{ •ri t '!f(,f11t!! ;frtf `f Ir•i f;tf;: ^w,,,,� r f/( eft = , PA - �� rccu� � AT PR'OPOS�D �I Y^ i � 1 � tt ; � ,,��✓' � J% 1 f f�r , 1 r t!f / . � � ��� .✓a^' � 1 f f !'�/J r J 11 f f!� �.. PtC„� ;,�,,,�.�. ��S � CATCH BASIN t. . !'! i f } APPLICANT\OWNER: l i� Y--' � } f IJ r, f.• f I !�` Irr I', � r {`•,' `{J r �1 r- ,--t -. �yG, t {>!, rP f;r! r !1!!. f rr r :;rff rtr r1;r fr rf�, `f rdC „r1 r INLETS ONCE r t - ! f t ' _. 5- - sr, r i � t r `!; J r !; { r r ++ .`::� 1 .,r Jt !' jt �J l .I rl! ! t, f!!{ jl 1'+ i } li r , �r � ` LIFE STO RAG E 1 �t � «,� : TYP. - 113.5 �� � r�i� !! !f! r •r It rt. Jrt �,.r jt � fr r{ i ^ fX I ��F ... FKK. 37fOIPG,J4 1 INSTALLED . — ,f r'!r r f r'r! !! fi, { ,. 1;r �t °' 1.13.51 i i = ' , ' 6467 MAIN STREET , .. x 4 �... _, I , e z WILLIAMSVILLE NY 14221 " A _a._ .. _ _ _. ._ _____________ w - — u PROJECT. � x - x LIFE STORAGE cc2 x x x INSTALL SILT SACKS % -�1 A : i t ��. AT PROPOSED t l A, , s >>bF - T � .114D. I NSTALL!,EROSION A�,`F' b >r t. � . REDEVELOPMENT l E`,...:2J7,,, 21 �L� `\ PROPOSED SILT FENCE AND tfA,I P, ��CATCH BASIN � / NSTAL�; SILT SACKS f CONTROL FABRIC ON INLETS ONCE 43 5 H I G H LAN D AVENUE GC1 T t 1 t r �- TUBULAR BARRIER LINE, P. _VLLJAM A. t UIli SKI �:�.14?9� P T, EXISTING CATCH t -z SLOPES 3:1 OR f i I a"' INLETS UNTIL , -' �' E '11/ '. z� GREATER, TYP. INSTALLED, TYP. \ � OFF—LINE OR } SALEM, MA REMOVED, TYP. \\\� PROJECT NO. 2570-01 DATE: 06/25/2019 GC4 1 SCALE: 1 w-2V DWG.NAME: C-2570-01 WETLAND LINE i DESIGNED BY: S1L/BES CHECKED BY: CMQ ` } Z ` I PREPARED BY: \GC5 NOTES: Z o ccs ccs ccs 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY W GC10 THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ALLEN & MAJOR Gc7 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE N I AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ASSOCIATES, INC. v 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & civil & structural engineering ♦ land surveying environmental consulting ♦ landscape architecture MAJOR ASSOCIATES, INC. ITS INTENDED USE IS TO PROVIDE INFORMATION. ANY g n Z w w w . a J 1 e n m a j o r . c o m W ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS 100 COMMERCE WAY, SUITE 5 STRICTLY PROHIBITED. WOBURN MA 01801 U TEL: (781) 935-6889 3. THE CONTRACTOR SHALL CONTACT "DIGSAFE" AND THE CITY OF SALEM FAX: (781) 935-2896 DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH SAFE r EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. THIS DIG J A F E F : — — CLIENT(CLIENTS NG HAS PRESENTATIVE ORICONSELECTRONIC TANT MAY BE FORMAT. DIGSA E. 1 800 344-7233 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 AMPEPDUCATIIONI HIS/HER OJ�nDUEON pTO THE POTENTIAL D USE FOR SPECIFIC TTHE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL o INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 10 20 40 90 ALLEN&MAJOR ASSOCIATES,INVS WORK PRODUCT. Es 0i W BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR � 1-888—DIG—SAFE ( IN FEET ) 1 inch = 20 ft. EROSION CONTROL PLAN C-105 z 1-888-344-7233 C0p.Wght(D2019Allen&Major Associates,Inc. A11Ri htsReserved �,.f....,fr. + -, - -._.�_- - --..- _ - r t t.. _ -...- ---- ._., r-.l , , --_-,___ __ --- __ �k V -......:'mow '+t,: "`.+•`: --'- - , _. ` _ .� _ _ 1. Ali z .. _ -�-..__:_. _. .,._ ,..,._....-.__._ ' --•"'. vt _fa•1,.. ,.. ..�, .. _ .._.._„_�,�,.,;.lsrs..r..1;r�r:--�. -:r�wu.•--+^•a't.-� ,v.. �� ,..,y,►-`'',,,,�.-,�..��.t .7--'•.-. t� .{r.. -. a -r F!.i Fb: r. ::P' ,j -.---,.:r.� -�: � t. 11 _- l! , t [i 1 _.- 77�_�_7��� .-V A , 77 \_ `-'•.. , J ,..,-. ...w ,..,.a - f ....,: -„-,�...� - _::.,_..,:...,_..f.:.fs+w7..•1>a .,.,,. - .w,d--�-..a.--t,,:,- _. '1 �,.�; k -- -..�.a-.-.._:..:..., -� .- -a' _,l _ .'S : -.. _-_ .,-._-.- -----_.�..-_.L _._. - �.fw•-•- -__ _ -,..ar'--r•�7• --: e�.s=7 '--;� 7 _s s.,.y-.n.y T,,.�,_ �.:. ! - ,•_.,•'.-.,.r :. �- t^.r,r5 ,,.:...c7-diaaa _ r..- .__tea,-rr�f,++,r. _ ._ .•- -�:L., -a.r e^-..+.•„/!♦ t: -i 6. r' _ �, , 1 l r�•'1•'t.'C �j - .,:�.a' -_7"•-•a-w.,.. ,.- ,-.,,, • w -.-r^ ::_.:..•.,-,--r.rr«i 1^+•-'- i 3, tr... f'•.-- 1> _- ''/J _ "_ l i r �:i,-,�.__ ;.. `-. ., .... ,..� �..._,y --j �.,..::w.r�'.�-•r ...."�.r. .,t PT i f_ ,, - -. N."''-°*n.. - _ ,..._ ' 1,__..., .�_,---_�_�-' r r ., .J - -, ,/r�-) -. .- -•. "•� '� '. _.... "� ash ! 11 !It • 1 • , f /�"'y'." - `- v ■ •E .a r,,e!,.,ai _-J �_ ..a £ r.1 r _ ,1-, ., -,...••..,a•.q - -,,A -'s'w�r,�,,,,t_,a,,. _�f ` -_ i . �°l I 1. ,41 IP., ." ' , .r•, . "`:.r + .,.w �.-. w'�rrrrr+ +-+mil( ..-�. lilGri•t7�1ir11rJ1 :r II ! :,. {'°`i} ./ .i, _ •f.;.><J��,v, �y� _ .(j/" ' + 1 �: t�,.. '- �-4 - 71.' Yr,.,�Ii..w'1171..w "{ ,P .:.. 2' g "�.�-;..t . -,.. :. �•{ r «. ;:� r,•li.-^""�2 3".,,'�#If►. "Yii,y,: ....a t`�, i•._ r� axY'+ ',°f , "w,y,I:- . '+^.i,,•�"'1 `'..'.': I s, ! F , ✓ I -.,@:,,,. -.•.J'.r �r #t j., ii1�f ;,a8 4 '��' y,�+� .�y g w W� I i ' _1 66_ 1w {i,� 't�`,T 4 "� r a• NOTES: r .l 1 .r , 7 R L I . t _ 1 . I i - I, �� !�/jrtfAa � A ,F �, ' �s I- 1, I + �4 '• �' , t' �' I / t } R: •'`' $r T a:=`' _ . -' . . F 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN .a I j ( ` t.a1 F �', , •����y[.",r- yak:: !. �1.w` , I � ....,y A 1 s� t _ �.`!Y• .. • t �- ? �' -" t,�; `'g �' +� r s� �' APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY t! .� � t 1 e :.:.. ;,�l le. i :. 1, ry ftt. I yy,. '+' r ra- r7_, « _ Srt',ji • /'T S ! * R•t•��,-i . t f- a . I , ' - 1► '' .� ; t w � ' ,�'' , .::'-�� <J, Z ,�- THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE f� L,jj < ' f r �,#" •• ' -_- - 1. .. z • �- r_ . -'t '� ,�N,, r'' ;v! RE COMMENCING WORK i f.�►... , I . - t - ' '��'., ,' - I I, � ,,` , ;., ►` - i I", THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE , z ,, A ,( .-�; -- -- ?- . _10 . �{ ,9,/ . ;f' ,.,,,.� , . -`...r., .'_ti . FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH - -'1: �7 # -..., M. �, - --�f,r. ,� ,;� k AND AGREES TO BE ,_ _. _ % y., - "....,.' • . a t f,•- i Y.. a-..,•, :a , ' ;��� 1.a :-�f 'R,�"+-, `,f 1f ,C}y14, ..t' rr �� -*� a , IV- i i 8 F e " . c . y�� x tl r x :..,- - __�---•zr ;;,,,�,.,,��tl,�; , , : ;r, . ------------- ;or I� ✓� `. . r' + r ,.' �;: MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE - �-1 _a � _ �r„I-.,� �_ �.. _ . ,.> �.----..� - � ---'- .,,$ r � �`� i��.w' �; '-• GROUND UTILITIES. . _..♦ . I a�,+t p. _ �, '�,._ _ , .- : t AND PRESERVE ANY AND ALL UNDER _....•+"�r.�r"r, ., ,.- - , / la,,.: "Ili I ;-:._..,.e1e�.�l�l! _•n' L :. �f. - - .♦. r+ T' t' yr�t�. _ e •.� r_ i q >+.._. ».• - , ! 1,7� -- _ .,..., M:.., �,,.>.._,_ ... `�-' 1 .-1 :' ~ 't�..L...a .... ....�ar- '<►/[' S.�. �' � / %-_ r� , t„ ,q '" , ,. , i �,yy -\ ` 1 t<;. '.i.-,a"�,•,.; 1 . • • - 1� j - `r.,+�f11�},., .we ip . = .a Kes ..` 4 Y`#�' S'• ;' _., �i: �i ,.: t 1 :' - ;tr -�1, s,; _I } �_ �;�4.�� _ +" INFORMATION. ,.: 1{ j _ }} "?„� .`' t' S� t, - - _- � 1"t j ', �t ■ ti +r �.v! ,,: r -e l l 1..: �' r . -}-A < ` ', ram, - : ' r• ..'=,' , ,'*;#7 r. ''`r. '' a T • w .. _ _ . at•� J�r L1�'.V• _ . , s �s.. •..f..q,,, L ' Pi. y _ �', :'6 _1 ,:0: I . r,,,,1 , -, " ,. . ,, t '�.,,_ ., :w, ` rt� L_ {��Q},,� L •� s- t 3. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & d71� r .lt ..., 'r - ,/: ..- - ''t - '-t -`-' .;f 1 t+. .` , 1 ♦ 1 : �.,w•. -.. ! ,..e Jti} . r "4t.C';'f'"'Y .; �' • .ih "- L'-.. .� i.k.',.lt,.af , ,,, ;c ,,.,. _ ,_a ... - , r.€.,» " i. . _.. _- - #, , �: sr , .• MAJOR ASSOCIATES, INC. ITS INTENDED USE IS TO PROVIDE INFORMATION. ANY _ - ;, ^ �t _.� '' �, . • , ,ire , '=��', ::. -- � . - '-' s?..`:- a. - .,t«-•• ALTERATION MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT I 1� . .,.4 , .}. ,. - , t ,, _ . '" ,.. . -`J f ,;_;`, + ' '.� , . ., PRESSED WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS L' .�• c � 1 �, r 1,. ' ,. T. + . , +. _ r�, �t ,�.,!- �' `-F leg, :Al i r r. 4. rf THE EXPRESSED,.I� , -. / L'k ; .. i 1 j �. d'' ->�,! "... -:.;. . Y s+'•:•ki r`t 4-s j.f :1 ,/•' f1r ,..�• '?e ,r►•e - , '"Y ,` t . x`". �'. +e' . ., '..'.r. .I g;W ,. ,xM _ ,..A i'.;.,, ,a. LI.:. ... ,. •. S t t. ��t ,�. �., •s. t ,t/t" `"�„ r-%y :�j7i,.,,,-�, i'. -•� .. „� . , .r.. .. r _r. ' Lay t` ,�•. ,: ? , STRICTLY PROHIBITED. p {sac ,t, z-^.,+.re ,.. [..'/' :.. ./e ,. t 't. •' '' ".arl"' - - ., " .. :1..,.. _?:. i..S" - .e. • L� -•e =y' } '.a., ',. .,-,- I / r _-..'•..••� a-[r T-. c l,"' . r., •:!: _d,., ..,::.._.,. _:....._' sV:r - s,- SI �s".,�'r.E,,, -,,,- ?3. .`. [.1 illy. J •.: .. -- r•. L,► t .... t •�.• *S`-. a + q `_yt+ ,., , .�,�� Js _, ,. - -- S„ „•:-ems'(' - - rr >t .y... '�s• , s'Y .�. . .. 1r . ..r r'• - ,w .:`i' ... 1� ..- - :'s.. t - -,i' .. {- ✓ •S �., . i.:T':ny t .. �� _- r « :j^' i . . , , ., _ • ,. -' r :'"` "_-- +,.�' .N w ,-� DIGSAFE AND THE CITY OF SALEM I � ` _� ,rir.��. _ m , , .•... t„ { ,. . ,� 1r�-' _ a; - . ';:F .. ,v 4. THE CONTRACTOR SHALL CONTACT ti-..- . -�''!��' i '><', -.li .-� .x a 1". •,/ -� r W,-jiF x. �' t , ..:.s B �, ' h r y ,i# •.. \� , r '.,f f..J.. M. ,,,, �• � t .,. ., a , ,, " ,. ,, 0 ANY .... .>,•*�_.._,.,._,r,�_. - ? ,,r,, y, G�' ..r ♦^ s I .. � :• .... .�., , __ . , ,� . f„r DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR T +r''� t- , tt'.a .-,a. �iFa gwr_ e'. `� *> "�w. �k •�ax. ^*r- t C �' c ,, ! 1. 3, ,�•' ti. '°^"r �i t-1"JT : - J1 s .tt �t f �. t� J f s` ! fY1t r Cz I_ �, -Y, a !' I' s ,I. c t �? I . _:, ' , �. :.. ,.' x .� :� =. 1::" �^ - ', 4 `t .. . EXISTING UTILITIES. ►• r K t t. .� :� � t,.• , , :: R - t.:.. . _. • �, _ , t }� .>< (,t� :a „1_;.r, ae, . -"' EXCAVATION WORK TO REQUEST THE LOCATION OF THE S •',►• i +��_IIYtI �� -. .t rt .-P . ? .� - s+ t- �' ?.< !/, t - z a' 1 ! .." ,,., re ', . *1 f Y � :..'{ > '•;i�,• -� �, •Y pp ,. '.Y ��� R t' E. .."' .^�- iw►• _ t Y. •10 !., 1. "• 4 ,;.''`e .•� t' 'i -!• `-"',% �.-.. ,'r�" ,+ ! `•"- "-. f _"c i .;..-. t. ..gg��,, ��j� .l, a:`t .. '-� t - �..�' � -a. t'1 ,Kf'. . O'"A'„�.t >*,." .1 R" Ns/T - -y.r `� x q, „� r 1 ,>. `C• ;a a 4:, t' ' _ r l f•• "` r 1 �� a++•ate" ✓t__ rrA- - - - T < ...�' r . � � :.. ., .. I. -_ >r . � ,a, (r4:. - <: .• , . :'.° ,/. ,�` ,, ,,- _-* _ r'�""; 1 800 344 7233 , 1 . �t, .. . t � ',r !•.�' ,9► �7�'v, ..,. :t �' { ,F.: �uF"'' a .:,�ti::.r �'- a ,,o., a � .. t . i '!- .i •� �. t ,. .{,�' ,1 • i.1t s: "�'r+.• - - I Y^E k' �- }�!.'- `k •a•yr• .. „ > < �{! I ,r . +` > ,,-a 4 'I i > a t t••iy,� y,>! S. S r ,'- ., ';,,• ♦ `� ,. ? - -- 1 __ h ti '.S ,,I :� -v _ P . OF PUBLIC WORKS: 1-978-744-3302 E .. , . = ,_ �� : -ram'°` �h` /t 'I �"� = , , �. #: SALEM DE PT. '. ..a .: /' q T .-. ., a .1. r. ., r: ,', ✓" ., ;' a T r i{ :•,r ., is .1,<+ e. ,-, I L }t q. ie r ...i• �.Jr ' .+t j' '�.t a s h ?ti [ C 1 c r IV 11 •1 ti !4 .....•9• r•'-�•e,.x _:.,(�'. .:. ..". . n : _ ".> ,.' ` w - .HLw .! s•: g ;,,,. ♦r iE" .r:fi- -4 . �- W;3;�` .•.f�'`11 _ . -. ,.n !1 r..,;. ��••. v sf` ..:... '. r '.r.,� •. ...,b,j ,p- .•-+t -. ,. �f�//' la.# j r .,i. ` . �e. ,. x:s... �lrV r JQ ._ . .,. w. ,,r•`1 :\ -. / - .h: ' !,.` #' { t .d.! !� r; .�, / ,`'..:P •,tA 2,T ,, ` - 1 y r-F,, - + ,.:�, ,i I x►1 .1+ ♦ If,. �!✓`i ? l n a ^s,.' t. ..� �< I' G; is a`,�. A1�' ", . ,�,t--,,.a ,3 ,S",' -a - -" [,`i. ,' .. r.-': s : .. .'. ,t. 'R^ s 1 .r. L -�; ,y•ytte„ 1..-,' , 4 >� b „I+•.s. a !: < - r ,. _ 'a%. ••,..,wT. ->?' ., it .••h'•- �x. ••r r. `<. �' m "a' -,!. ,_+.� n e,.. 1 P' ,Q :,(' ! r !. ,- t -- "fil. 1_, j -.. ; , +�., . ! - u l+ - s.: .aE1 _ �..1r..• ..'.. ,, •.!7 -�. �""' l� ..t ,., - . -#-f �.. _ ' '� GRAPHIC SCALE t:� ,,,♦,.. . '.t• ,w11'. �;. `,.1 ; 'i .. �•'� -.. ♦ a„5r ..-q j ,. .1 , +."-3 *t '�Xa ,q l t -b.' d`,.,.,. ^'�� �t•a ,s .. - .♦ r r ► 1,rt, q . .a/-. . 'A r, t -.• t frw.0 w sue+b♦ r' ( 'i' N. y+ , .,• �, �. .,, -: , .., a,,;,,. ,. -,el .: >, a- 7,..r;. .. -1 s: s. •dw ♦ ,,,. •¢� ..,,;•♦.,.• F1, r< 1_. ,tv -r•.i O w,r T�'-.% r " - ! ♦ ->4 s. r:.; 4 xb.. ... A.. ra .. ., ..r,. ! % ;r17.5 .:T .", - �/ v. f t i I;f . �.'. r , .: - , :::., -' ':. 7`a ;�- , , _ r7 < !'i{ Ya!F . / ./ , - 200 z �` :, . ar 4"° s; + . s' •- .'. e x,�, ':e„ "l 'r,' ,. ) L; t� 50 0 2s 50 too ,,. . _. ♦ f" ;+ , '.•,. ,. a i+.' -.,:', .. e . .- ., , 1 e'♦t s''` -#s .,�.. A.' ,•` i. PR_ '', :.i..•► 1 rf ,�- 'r:9�.S.:f - ,r' ._,�! -..._ �'41-0 -, 3, .r a�;= , ,e. ; d , .. .:,ai -• _»°R - \ - 't.. -� •:.1 1 i 'Y r� q�-�•'{ n t.+1 �c t� r „i- . ,. , .., .,' ..[, - .h n+i . �' } 'i e! .{ 't -t .S j �G{,i` ! =1•dy..»,r..vw.t�.. :r[.r r ,♦ -v'h r J ii ,} ,•>} 3, '3, �, A.d .'!•. -.,:. „ •45-+.: �..!' t " F.,�". .! . •- i. ..�' /' • 1 , all'' f t - ,5= ,jl`•" ♦ _, 7• ,:.-a // •- , ' -. .11 �:` t,r,,, .. i�I- ,.s i'. y, :r•. L ., „ ( ,1�•.. f-11.:• y , �,, • .-� ., A'- .511.:✓, - 104# ... t' >. ♦ ! '�" t _r,. ,.. s a 0� « y ,.,-. ,� - - '/1 ♦ "^f. _t !• `3 , , - ,f :t 1, "'1 ��'•, / �" ,f- � L/ + ���q l --^ 't• .S. 'ar ♦ .• .:--- .. Y. '.r"' • { ., •"r , •f I f 1` a .1 .1,., ..y. . ,+ /•'i x ''�......J' '. :., f=-,: .+ : . •: I I S a ..' t• r, i - + ,i ~i-~. .0 1 I r, .. :s .. ,-CI'' �. 7y '-�' '.»r ,_. '"l 4 # ,.fit r=a O i Y ,i� T tji.• r `.ti: .ST {'r •1% .r<:' 9 ,-. :: ,,.,r -S s- -JR'. /'. - ,. ,!"."T ♦ i j. w S i 'l, !-'_ :i >�1 { _,y - ` ., s,.tn I ,. .3. d . e '-' 'x .A- r - ,,. , A i.. .., .e,,... r's.''i�•f a:` ,t ,"t`' �S i it• tf Wl..'1-'-'i': .i` ,a._ , t"`y . ' - it ts' ., ` ` 1 [ ,r. IN FEET - i w.. il;r r_ !, 4 r 1~ \, . , °'- 4 e : : 3 1 inch = 50 ft. _.t. _a! , ]'.:., ,,,;. � 'i.. ..i ,f ..q .,'•tom •. r ..! i,r.''�`. E _..r rt ,.. _ ._ . .a ',',_ .H...,1'?. '„ice. ,4,;0 _..y}► 3' .. , t. • ! I • 't t i:-. n y F s �' t OF It .:.., .,,; -'{ , - :, :�. �' .,. - a. ., .. ;' .. rC.. (( t{ ..,;,rr` ,' t ♦... N l 1 ..r '�'',,t"= a :; ...A-__ .::' -..:! "' ... .-. , ¢.. _ .M y °� �`i- . y % .t _ s t `V/�` ,! f - orb r 4( a> 1a it a a / ri r i ..r at'i s k ! C V r I #+r J j t. v` , -•lt,. ,.,, ...' .f..•> ., . .;a,:I"- .e• - _. b,, a..1r , •,� ti tr':� .-1 r:a - sf'• +.(t.. -,► -R'" i', t i .-' y`! f_ A/` s -/ [ } '{, 1 a. '' 1. •. }■J1 J , *fir C M. -, 1fa5 ..,, r ,.J, _•` i,. ,,.. i Ls� ;�` -..i `"5 ",J�► ::'Y+wO t. :h �/ ^.at r� ..>' - �K+••V' , •,. +r, •. .:b.,. -,." ; 4 ,�"•, �` t,. , a>s•,:; :- .,{- .,F"; ,t ''� .4.,�,'�- I+ " - tr' -' 1 J L ...� ,* .!� ,... L.,ry �'.-'[,. e a+ _y :..•► •. -.t , ' 'I�e;-r,.a �� J, rl Lrc�.''t'.., - `• ,.:.+, ( .y< „, '¢.< ' .,,�'r;5=)+'_ n A QUINNQU < '`- ,.. . ": ,: .•�t ."1 -;.., ... :- 'v.• -a. 9_ •11 ,N "{ P •`a -1c<. ♦..•:.1'_ lJ. '.,: ,,,,,' t-'d,l,rle, ..>ar- ! .1 , -1 }s E:. r., V r, r ,. . :♦ - • ; , :, -..li •: r' •-r, - -?`s ri ✓' 7a e i. >f:• ,. -.� .-... r',••d,' ' s,r, «,».,�1.• aa, :kJ - -t• . / ► .C.,. - y`,�., Aa gE-war ? A.^'J,. \� ..... ,y �;+.ee 73 % c _ lie: �. { .( y� / ,: s ar - p`p h ti 9+ f ., , '$e� 1. ._,,P "C . rr , ,y^ x ;, ;i �' /I'r :,,T ,. 3 ♦ �j �c >s 923 e4- 'V^.t ,-. -r ,f^: 1V^.-+.i'. ,,.. :...: ,r.,• r' - /s. fw.[I rfr':•r�._ ._�' • Yl'r .'r6 �, •�' ;:4 t,.r ",+C '.rl ^i.. +ff _ 'y ., , . •3F. ti` :. :�, 'f - - '-_,_ -.,. ? ,•.:'.• -•,�•t' .^ ,(ry1``` .gin.+;.:... ?�•-''et` s ,. ` ".t ,:v; w. .X •/' `^ rr s'p`�„'"` ♦ r t,. , y ! .. 1,yt m-. t .. ! I: a . .f 1 t' t 'a , .t.• x , 3 ✓ r - r �- �y3 ..�. ,i='l.'T''!'t' ,1,r Ngt,.�' ar37.•,_!,- '. �4 tt ,.. fL'... __ .1• .: -, '4- Via': "t fN, ?•�i_ "•G• - �;�,Ri: l� •.,...,,A �y ,a rr J-- ., ... a.•• .. -.a., .:.. '• • ,. ti3,.,. .' y r s a - ;`.+A.. A „r'X'".y r.+ r! ,_+ ti �, t. a.a I•. , �., ,{ R - / %. ! wk < '1' :{tic `�. < . "^".* `' J -••✓;- h.� w -$ ,*F:wN'/ • - .1 *ti ,,. ,,. P.;. /�•' !t•' �1-..y}•`) -,l.( -.F. •'r`, •" •_'1 •ti �" s i. e. r';x, v. . d - a v w�. � 1, 'ti.{ ,' f t r s ...� �s rf z a +'S �j+ i :wgR"�'"rr+' - 4 y r" ^' k w 'e 3 _, ►'".i„.•rri �. • :..�. :.; .,>�•_ ,-••r�t' ,r.. -:., w_ f'if 'r. '` `,ie'�. ""a•: y�'�. -s a ,, '(� f'•1 - !.- , .. t .... ,. - '.' `. - .. �. i e .e,'-I'• .d� ,t�C''i ", -- - t• :}.•. , 'S r.,;" :745 1 , , ., ,. • Q• , •.,.. r ,., -k _ .may * .,�jy" t 11 !" ` '� .J` •.• ,f ar, ." t".r w. ,,,1-- ,Z,a . "+r. s , r 1.v,+ t• - \ V .� •- �• '- •(. "-� r _ :w 0. A�-, :t,n . k .- a ,r y :- . 3; r '` ♦. n 4 i -a:r PROFESSIONAL ENGINEER FOR . _ r V .. ,!, . V., ,►'h r "Y- -.`a ,. ... I Y� .�":. �^ e.. ". % •K .y -t., w,� •r -':,,•�--- ;' -' ea,r :t A..,, .;,,;�,.,;,�.. . , r,•<a r „ t �• ` ., ► ,�, ALLEN & MAJOR ASSOCIATES, INC. y a...- .! !. a, f'. ,j '.fx. ... ,. ,�,�• - ,. •t - .. '� 1 './�--• �r ,�1� ,t4 '� �r �. K-_ S _.a:.J-_ J '�• -.•I, 7 ✓� c. .. - ;i /, ."` K.r +rit t"_! ,:< rt-.-:""."•. .., -, 4 , .. a .,'.: ♦ •... ,r 'i.- '+� 'i-- Y'- als r-•i^' ,,• T'.!s.'f': .,9- '±+:: <r' a `- j.n. :r , at,•' ,.2 +\ ,�', .F ✓ r. - . r >r'* ,: - �'. ,y ,.d, y 4 1-• f` +rf v.}.. ' .• • T.. ,FP, - - 1 .y .. A -4' ;. r.t w. �q<. Y..' '��°' a..'y •, • �Mr ,{: .. „ '. T t .t r.,... ,,. •,...�._... ,1r' ". -.:-�_ *' , ,: `!,•, -,: .f. ✓ p - .r a>- .!' ff '• :fI .y -',7�":.- ..y r: ,,.: - I \ .. �C . ,.,, '. ,,a .. ,..- : Y .' ' , a .r • sv :` ,. � :{ -.` .=i. •f .� � ,f�J7C'� d'-• .r -.y `''I ,. ,/y-•h-:r' .;t .✓ - ,t� r `,, b'.,�f,,w - _ • .-,.. .-„y`' -.,.r. rl• . ' ,1 , . .-!ry �. ., .��. /,ram-1 ��. ` ,�g/ y..,►,-,'a4 _<. ♦• _ `. _._. {E"w.-...._._:_�_Aa_ah:'_:,..�+r ..iat...:_-_ `r - '"-•'t• 4 ' - .-...cr _y ...i._ -. _�...G_..s ..S a,:..da�u.� .:JiW ti..a..� ..I1 - ,.,. .a.t.,. -.T�•. _1.." .r.:.t,. .m......... .!.a:,"-.-, .`T�-�..,sYi. ..1.s.Ci:1 : `__ 160.0 160.00 -- ----- - ----- - -. -- -----; - __;------------- -_- _ __ -- - -- ---------- -- - . ------- - . - -AP -- --- --- - ---- -- ---- ---- --- -- --f _ - -- ---- -- - - - 150.00 ATE DESCRIPTION ____---_---_-__- PROXIMATE 150.0 -------- - --- ------- - --_ -_ - - - -- ' - REAR-PROPERTY -------------- - 53t - -- -6 -STOCKADE -- REV D FRONTPROP_ERTY- '-_ _ I --- --- - -- ---- - - �ELEV -__-- --- -- - ----LINE- ----I --- _ _ ---- _ --- --- -- LINE----- --------� 10USE_ AT=2- - -- ---- - --FENCE_AT=1 APPLIG4NT�OWNER: ---- ---- __ -i _ I 140.0 - -- - --- - ! - -'- ! -PROPOSED ---- ---' I LARK AVENUE-_ -_- CLARK-AVENUE-- ______ _____A_ ____ 140.00 -- ---- =--- -- �-- -- I _ _ -' - - ------ , -- - i --------- ' --- -- --- ---- -- -- - -- -- - ---I ;- - -WALLPACK -- - --liFE-.=STORAGE -- - --- -- - �- --EXISTING --10 - - WITH DECK-AT - - ---- LIFE STORAGE 1-- _ DCISTING--- - --- - ---_------------'_-- --______ __-- _ BUILDING- --- ---- -- -- _STOCKADE=FENCE- --- - REAR OF_HOUSE-- _ -_ -- ---- --- - - --- - - 130.00 6467 MAIN STREET -}- - LIGHTING--1- __ - GRADE i 130.0 ISTING-WOOD- _ _._ -PROPOSED - - --- -_---------_-'-- - _--I - _--__ELEV-126t _HEIGHT=34tFT:- _ _ : AT-REAR-OF-LIFE- __ _-_ _.--- --- -- --- -- --_� --'- - - - - -- -- - WI LLIAM SVI LLE, NY 14221 i PLA _TR LONG - _._ ---GRADE---------- -- --- ELEV-148� - - --------- ___ _----STORAGE-SITE+TO------ ------ ISTING- - - -- -- - -- ----- 120.0 � HIGHLAND -AVENUE- - - - - _ __ --- --- _ -- _ - - i--- V:; -- --- - --- - - - - 120.00 ---REMAIN -- ---- - - ----- ----- - ---i---- GRADE --- _I.- - ---.._ ___________1'_______-j --- -I - ----- ---- - -------- --- -- -- -- --__ ----- -- -_-- ----- --- --- - `--------- -- ----- _- - - -_. -- - - PROJECT: -- ---� u - ----- ------ - ------ -- -? - --- ---- --- - - ---- - - 110.o _ _ __ ---- -- - - - -�--- - -- ----- --- -- -- - --- --- -- - -- .-- - - _ --- ---- LIFE STORAGE - 11000 -- -- 1 ---- -- -------- -- --- -a ----_______-------- --------------_ -- --- - - 105.0 105.00 REDEVELOPMENT -0+ 0.00 0+0 .00 1+0 .00 2+00.00 3+0 .00 4+0 .00 5+0 .00 6+0 .00 435 HIGHLAND AVENUE SECTION A A HORIZONTAL SCALE- 1'-25' SALEM, MA VERTICAL SCALE- 1'-25'' PROJECT NO. 2570-01 DATE: 09-12 2019 SCALE: 1'-5V DWG.NAME: C-2570.01 . DESIGNED BY: SJLJBES CHECKED BY: CMQ O I'REI'ARED BY: \I O V ,\1 �\ --- --- ---- i _ -'------ ' - - --- --- W 150.0 __.-}iOUSET--O- -- --- ----- - 150.00 _ , ---- --- ---- -- --'-- EXISTING-WOOD- t FONT PROPERTY-- +-PROPOSED LIFE- -- ,-! ---- _---- _ c� 140.0 - - LINE _-- ---------__- STORAGE--BUILDING---'-- CIARI< AVENUE _- --- -- ---_---- IANTER-ALONG- EXISTING 10- --REAR=PROPERTY-_ _- _ � - _ -_-_ - - 40.00 -- J - -- T HEIGHT=34tFT: -- -- t - -APPROX.- `--- CIARK � � 1 ALLEN QT MAJOR IGHLAND__AVENUE - ---.--- -- -- - ------ -STOCKADE _ LJNE ; -- _ __. -"-, --- -- AVENUE - -- ---__ --_ lX FENCE -- - -- ----- - - - - _ - -- I• - -- -------EL EV=148 t- = ------ - --- - - ---- --- ____________1130.00 �I 130.0 a ------_.- -- - - --- ---- - -- - - - --- - _ --- -- -� -- - i o _ ISTING?- - --i- -- -- - _ ____ - -- - - -- -- - _ -- _ ---- - - -_ ----------- - - _EXISTING � i:. -GRADE \ . PROPOSED_ -- -------�.-WALLPACK-LIGHTING - -- _- _-- - ', 120.00 ASSOCIATES, I C. - --- N N 120.0 I _- ___.--^ ;-- _ GRADE-- - --- -------- - - --- ! _- --GRADE --- i _- civil & structural engineering ♦ land surveying _ i _____ ELEV=126t - - ---- -- - - ,- g g y g + - - ---- 1.0 RETAINING-WALL, Y ___ C) _ ___ __-_-- - - --- 110.00 environmental consulting ♦landscape architecture - _: _ AT-REAR -OF-LIFE= ----- ----- <---- -- - ------- ---------- w w w . a 1 I e n m a o r . c o m I Z - --- I- ------ -------- ' '--I-STORAGE-SITE--- - ---'--- - - - 100 COMMERCE WAY, SUITE 5 W I -- --- I -- -- --- -- j100.0 100.00 WOBURN MA 01801 v -0+ 0.00 0+0 .00 1+0 .00 2+0 .00 3+0 .00 4+0 .00 5+0 .00 5+5 .00 TEL: (781) 935-6889 i FAX: (781) 935-2896 Z WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH SECTION B-B Q HORIZONTAL SCALE- 1'-25' THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLJENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE O) VERTICAL SCALE- 10-25' PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE U MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL o INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC I MEDIA.PRINTED O^ SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N ALLEN&MAJOR ASSOCIATES,INVS WORK PRODUCT. DRAWING TITLE: SHEET No. W SITE SECTIONS PLAN C-106 Z CopyrightQ2019A11en&MajorAssociates,Inc. . All Rights Reserved ilill W AaK,: jpl tl� _,,. �W. Kam: � _.�..� � ..:. ..,.. Woo- WqV LEGRENDERS : 1 �v • 0.5 0.6 2'3 1.1 .8 0.7 1.1 1� 1a +RaESTLIK • CF 0 E2 .1 0 7 0.7 0.9 1.0 1.2 1.1 1.:_18 1.2 0 0.8 0.7 0. °` 1.8 #1,y4 1 1.3 1.4 �.2 .2Store Front Parking �"""9 2.1 1.7 1.7 2.0 1.8 1. 2.0 8 1.7 1.4 1. ;�a(J�9: 1, �+'_;1 ► 8- 1.9 -3. 4 -- �. WEI • _ • • • - • • • • iddsl 2.4 4.p 110 1. 4 J 1 5 9 1. 9 4' 3 9 i•� = ' -- 1 y '1 y 2. 3 12.1 2 2.2 2.6 r. 0 2.1 �, �. 1 • r. R d k, �• ; • • • • • • • RA" 6 2. -- N� AN- �u.. 2 6 _ �2.4 _ :� a �. �-1 _y Date 7/31 /2019 s 6 P . MH: 16" MH- .,� - • d,�"°± yap'u� -•- --�-- • �C Etdil{'K i Il.F' ,�;�.�,. 0 �� �•,- � 1 �:i��°a ��. ���� � � PROJECT 1.5 2. 12 1.9 PROPOSED ISTO R �• i t:� �4 W1 UFE STORAGE FACI LIT 2.6 1.4 .. MH: 1 �- 3Or 8� S.F. �T"INT • 1.7 3. 1.5 1 aiy1 f� 0. 1.5 1 i : .2 1.5 1 • - 0 [ -. 1 4 1 m.� Ir's �. _ 1H: 11 2.0 1 2.3 ?. 0 •1. 2.1 0 H: 12 I 0 0 4 z 1.5 3. .2 1.8 17 1: z�2 1.6 1. 1. 2.1 2.3 2.0 1.5f _ W1 I 3 1. . 1. 1.1 1.0 1. 1. 0 , 1.7 3. MH: 1 1.4 1. !+. 1.1 1.1 1.2 1.0 0.8 W1 �► ' ,ter .� 1.2 2.2 1.2 2.9 ??2.1- .9 �-2.2 4.VKI. - A' 1-:5- --3. 11 � 2�" 2 0 3,1 1. 1.6 3,2 3.7 2.2 0`� 0.6 .8,-` � 0.8 � 0.8 0 1. 0.8 0 .8 0.7 c 0.6 _ 1.7 2.0 1.5 .3 1.4 1.9 1.6 1. 1.3 1. ' 1 1.3 .3 1.2 1.6 1.4 1. 1.3 1.4 1.5 1.2 0.3 O. r Q 4 .+�li 0.5 0 .8� 0.6 0. 4 0.4 0. , wn.. -.:®.T ....o.,.+.,�..rm�Vp.�..�.. �. _.,ten..vs�.. ... �'� ; Oil I O:0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r.;, 0.0 0.0 0.0 0.0 0.0 I:, nc 0.0 0.0 6 -jo;o- .; 0.0 0,0 0,0 ti Er F'SL%r#JF*$T kCn 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , x+ SUMMARY TABLES : . w f (n ca Lumi naire Schedule � x Y. Symbol Label otyLLF Description Lum. Watts N 1 3 0.950 NV-1 -T4-32 L-7-40 - K-S 1 NG LE C@ 18' MTG. HT. 71 � _ N 1 A 1 0.950 NV- 1 -T3-32 L-7-40 K-SINGLE a, 18 MTG . HT. 71 W1 10 0.950 NV-W-T4- 16L-53-40K-WALL MT 12' MTG. HT. 29 ` C� W2 5 0.950 NV-W-T4- 16L-7-40K-WALL MT @ 16' MTG HT137 Calculation Summary Label CaIcType Units AvgMax Min Avg/Min 12 X 12 CALICS Qr GRADE Illuminance Fc 1 .72 6. 1 0.2 8.60 SPILL Qr GRADE Illuminance Fc 0.00 0.0 0.0 N .A. Lower Parkin Area Illuminance Fc 1 .65 4.2 0.7 2.36 Middle Drive Aisle Illuminance Fc 2. 17 4.5 0.9 2.41 Store Front Parkin Illuminance Fc 2. 17 6. 1 1 . 1 1 .97 � Y x • W DATE tsi x a -MOM L za. O - _ _ '. - Drawing: , f Lighting Study Drawing Number: 1 r H ' LAND LOGE o ■A'oc h -_ r _ s L' ■ r t .s- E r 1'■ . _ ' ,,, i W�W- ""-W Rpm Ul .R .x ... . 0.5 0.6 23 1 .1 .8 0.7 1 .1 1 .1 .. ..A ■ ■ :. r ■ . �. s r - ems, .. ; .. a a ' '• "r 0 7 0.7,e 0.9 1 .0 1 .2 1 .1 1 .0 1 .0 1 .2 .2 1 .0 0.8 0.7 0. 4 �x 6. ' 1 .8 1 1 .3 1 .4 .2 .2 r Store Front Parking � Date:7/31 /2019 0.0 ■ , : 9 2.1 1 .7 1 7 2.0 1 .8 1 .8 1 .8 2r0 .9 1 .8 1 .7 1 .4 1 . - �q � �� s a, , 1 9 �3. �■ , � . -Z.F c r ■ x :x �. 4 PROJECT: Nl • .,. .L i r , d 2.4 4. f,� 1 . 1t0 1 . .4 15 1 9 "" ° " .3 9 ■ r. d A' ` M MR, 1 ,, 4 .� ! r..;� 'Y lam .. "� �i ■n • • .`°. r °• :` 7 ter` • 12. • • • • • • 2.1 . 1 21 2. " "� .3 2.1 2 2.2 2.6 4 0.0 .0 �.x, r �6 ■y7_}' gg `yam i�f • • Y � R e �r ■ � Y-, 3' " ■R�.3i x;!:a' d0 3 :.R Ti :?■"C' �, ,r i.1 J'4 ..-h K r' � *, * 7 • • • • • • • • ■ � ,� 1 .6 2. _ •TIAN . 2 6 r.v , L 2.4� . , , ,. ■ ■., r _..., . • : . 16 0.0 r Arlxf 3s2. MR 6 err■ �� ■ ;_- �i r � - r Z 1 rc y _ : � ■a . tt .. ,, . elm si .. 'z � ° �i° w ■ . . t 1 .5 2. 1 .9 lyftk0% P05EwD 3-STORY0 - rn :�8 4. LIFE STORAGE K 2.6vv 1 .4 • � _ r ? r.9s m r• ■ 3QoO78+- 01W] I � , 0.0 0. NMI 234* GRUSofia) . ■' 3. • • 2.2 1 .5 1��' " s:�r� f,>_�- .pro veer■■uc. w rw.er �r _ 1 .5 1 1 .4 1 • 1 2 1 0.0 op 2 • . • .0 2. 3 . ■2 2. 1.0 .3 1 . 1 • • cn H: 12 • 3.2 1 .8 1 7 1 . • .2 1 .6 1 . 1 . 21 2.3 2.0 1 . i 0.0 0 0 1 .5 3 x d �Vil1 - • ; 901 .7 3. MH: 1 1 4 1 .3 1 . 3o 1 . 1 .1 1 .0 1 .1 1 . 1 .1 1 .1 1 .2 1 .0 0. :.. kz 1 : a r • 1 H. s � ,m.:- 1 .2 2.2 1 .2 2.9 1 _ .9 � .2 4,3M 1 �5 s_3. 1 2.�; �: A 1 . 1 . . � 9 2 0 3 6 3.2 3.7 2.2 0 0.6 8 .. 0■8 0.8 08 1 .0 0.8 018 .8 0.7 0. • 12. *1 *1 • • *1 *1 • • • • • • • • • • • • • : • Lower, Ong r� • • • • • � ��'" ��[m� i 0.6 2 1 .7 2.0 1 .5 .3 1 .4 1 .9 1 .6 1 . 1 .3 1 .�" `'' 1 1 .3 .3 1 .2 1 .6 1 .4 1 . 1 .3 1 .4 1 .5 1 .2 7 0.3 0 4 A 0.5 06 el r 0.6 0. .4 0.4 0IA . L ■_ . .. 0. 0.0 , 14 < ,.,- '' ro .. ■ ,.a,k% axaen. .!■ '4 , w am-on .rya 1°■ M ! %i • , :,,, _• • • • • • • a • • • • • • • , ®. ., .0 0.® 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .: �fr 0.0 0.0 0.0 0.0 0.0 ! 0.0 0.0 �. 0.0 0.0 0.0 hlI.ri 1, Ht • • • • • • • • • • • • • • • • . • • • • . • • • • • • • • • . • • 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MW Sit? r r 7 ," , 865, ft 55 HIGHWkY (R2 i. '! 3-1 � � � ^�4.� d; NO DATE ISSUE E .. USES D USE BEd„ C N rE4 ; S � E :14.� ., �l.. ., . .Aar. Drawing: z .° ! ! ` ■ , .: . . ; a n . . ■ z ,. a ;, .. ��pp Lighting Stud r a..bt 'h: '9■■ .✓ +. Vie' MT a k; , �,. {� �, w. . . ■. Igo P, ■ .� 0 r ! m _.v r .. a - - _ . ." Drawing _ . . a_ � � __ W � . , _ r, � .._ awn Number. rr ., ;R� ■ fir.;< � � ��� r- ,- . � . � � � ■ � � � , .,•aa � ;� ie�..�;rri � .: .. _ -. .: !_ .. �. _ .. - ,,. s .ice r. Type N1 Type N 1 A ,- ELECTRICAL LECTRIC NV-1 NV-1 120-277 Volts(UNV)or 347-480 Volts(HV) __ ---- �� 0 10V dimming driver by Philips Advance 1. :. sx T� ,,. F, "'�,W� .._. ......",, .,. _, e,,,, ,,,,,,,,, a11� I a I 0_. .,t,.. I THD ma xlmum o d s 15-l- I G HThN G xim m load s .95 . .. -11 r ,. A EA L1G1-TONG AREAL Dnver ower factor at ma u e."..a _.: „- ..tt ,.„• .. :>:. -.... ,,.„r.�.,,�,,,J,sm,Ya.hzwLY.a,. ,.,,...,, _ »�,.,.-sn::,.- �.,,,..c..4.� ,F. ,.,u..>.rs�u.,,,m.li,,,.::>,. ..s...,,:..,. ,F„n:,: ,,.<,E .,,',,,w,y v,4�.,>r,>, ., .:., ,F,,,,. ,.,ws»,.,dutiu'�,.. ,.,,,.i, . .. -, ,.a ,y i .11 . All internal wiringUL certified for 600 VAC and 105°C : a \i ,a: 14.75 \ \ �. \\ \ ND FUNCTION w S . . FORM A M AND FUNCTION \ . .. a ,.. Ii FOR A .�. ....,, \ �. p ,<, in nclosed IP 65 compartment All dnvers controls and sensors housed e i \ 4, .. ,I P °,i -..,ice' ::�. .•• ., ._ C,S. h \ - Sk.. ;'� ,,.#, low profile housing \ • Sleek low profile housin =: y ,, "i, Sleek, o fi. P 9 ; \e, � q, , P 9 zz,.» umileds Luxeon MX LEDs . . Sec rade erformance Spec grade performance , � n = "N P g P T'N F t > <, AXI CRI 70 . Engineered for optimum thermal management � � � „� �a� En sneered for optimum thermal management w,K, x ,� „ .. - � IF _ ., , „ �,:, zii • Colortem eratures:3000K 4000K,5000K • Low depreciation rate v l:� • Low depreciation rate � x.N 4.- E; P ts.5„ P :. . Reduces energy consumption and costs u to 65°i° `"'* .. ` 1, g ``I .IN - Reduces ener consum tion and costs u to 65 iD ` 9Y P p I least number M :h Exceeds IES foot candle levels utilizin the least number `••1 ✓. OPTIONS 3:375 - Exceeds IES foot candle levels utilizing the I t �¢,,-,, ,r 9 �, � ,y . - ' - v n humane deterrent for larger _._ -n E BIRD DETERRANT(BD) offers effect) c a d of poles and fixtures per project y � ,; �a of poles and fixtures per project �x 4�a. ..,< ,.;: ,.•_.x°p' mr. _,,,,,,, <�m9-y, s s� •; ... ''.4 na ;_ '.' �.. y r x a3' e ,--r I and provides cost-effective long-term solution to nuisance Weight:241bs . Optical system designed for: • Optical system designed for: ;, f� N bird species a p g -� P Y g 4,. 8 s ,,�,lz, € F/ ,! F ;f ° sy 3..'. ;iT / Y s 402 -Parkin Lots fir€ ' ,, y, �, „ \ Parking Lots bird infestations and protect your property. Auto Dealerships s -Auto Dealerships Vr ys: '. y k P z.. ?W R v rocess creating protective ". � ° k „» GRADE FINISH MGF -A multi step P 9 P - MARINE 4 ,..,..,N,`,a ,� .r,.;e 5 J4 r s�; s�; ,q.., f s > �..,,:, E 1 1. �d i .ta. ( ) ... <,.j r I In I , . ., .,5 �l General Area Lighting '; u General A ea l lit ,, 9 9 ,, ,' RPA4/RPA5 ;« f ,"", finishin coat a ainst harsh environments. --- 1. !�t� r; 9 9 'a"a, -'Y 'fSY 4 :F. �t 'sR>` Y .£ 1 I: f�{.". 4., ,.� UC ION I' CONSTRUCTION j i CONSTR T ,,F , / h i II w lied in a 5 sta a cleanin s stem. C ern ca as g y f- r .y / € Y 9 1, ,T •\ 9. j 9 I Aluminum 1, • Die Cast Aluminum Die Cast A um m 1 I ' $' ;, Pre bakei. d ✓ i 33 y „-,.-. ,,.,, ....�.. .. l".,,✓",„T„ T ,.5.z...,. 4 =. -- ,.u.:''.: 1. F A External cooling fins Finite Element Analysis E .,� _ ��• , . " . ..,y y ,. External coolingfins Finite Element Analysis FEA ,.. . .. I I ster Pnmer. ' Y ( ) 9 ( ) :- �; Powder coated 3 5 mils of Zlne Poch Super Durab e Po ye t 5 a n r 'I s h,.v, ,, .;.,. r a,.K-,t: 5, 5..,., „ s, 1 .•RE :,• ,,. ;1r .. - ,/.. ... •� `.-... i .. 9 I... ., ". _ '.J r ,"" ,.: 4,«,p1 •,r �, ., .�,;.. »fE1`,,.,tt : ( - is designed ... r ,;. �s designed 3, k„ . ." _ ' •. 9 1 2 feet Inside ole covera e to and bottom. I k ! . r resistant external hardware a r <,� .. Corrosion resistant external hardware », �., � �� .. �. Corrosion res st a � • ,� �,. J ,,�, �_,r •Oven Baked n _ .,, _ .. r n vr- N .. . One lece silicone asket ensures IP 65 seal for a w C 3 5 One-piece silicone gasket ensures IP 65 seal for _ ,, p 9 .-.. •Finished Powder Coating of Super Durable Polyester Powder oat P 9 ,» s , at 9 P Y RPAa <': x ...+',. '' .:a '". �,>„:;, ", ','�. RPA5 ,.,. .:.....� .s - , > .,,may .:n o artment 4 y �, ....a electronics compartment _ 6 ,. electronics compartment mil thickness. a " . . • One-piece Optics Plate"mounting silicone Micro Optics • One-piece Optics Plate'mounting silicone Micro Optics -1 r t-, ,`�1 • SHIELDS(HSS,AHS)-House Side Shield(HSS)is designed for full ,- "`_,._ . I- ` ,.,�_ • Two-piece silicone Micro Optic system ensures IP-67 LISTINGS • Two-piece silicone Micro Optic system ensures IP-67 LISTINGS property line cut-off.Automotive House Side Shield(AHS)is a single-sided level seal around each PCB level seal around each PCB • Certified to UL 1598 , . Certified to UL 1598 _ � shield allowing partial cut-off on either side or front of luminaire. • Grade 2 Clear Anodized Optics Plate'standard • UL 8750 • Grade 2 Clear Anodized Optics Plate"standard • UL 8750 . FINISH CSA C22.2 No.250.0 _ "`� FINISH CSA C22.2 No.250.0 °�"� ', • ROUND POLE ADAPTER(RPA)-When using round poles,specify Round • DesignLights Consortium®(DLC) # • DesignLights Consortium6(DLC) f Pole Adapter(RPA).Specify RPA4 when installing on 3"4"round poles,and AUTOMOTIVE . 3-5 mils electrostatic powder coat. • 3-5 mils electrostatic powder coat. HOUSE SIDE SHIELD • NLS'standard high-quality finishes prevent corrosion • DesignLights Consortium Premium"(DLCP) • NLS'standard high-quality finishes prevent corrosion • DesignLights Consortium Premium (DLCP) RPA5 when installing on 5"-6"round poles. HOUSE SIDE SHIELD IP65/IP67 Rated • IP65/IP67 Rated protects against and extreme environmental conditions - 3G Vibration Rated per ANSI C136.31-2010 protects against and extreme environmental conditions . 3G Vibration Rated per ANSI C136,31-2010 CONTROLS WARRANTY rewDta WARRANTY a Kc wmlt .; • FSP-211 (FSP-X)-Passive infrared(PIR)sensor providing multi-level 1 ti' ` ` ,I 11 COATED. '„ Five-year limited warrant for drivers and LEDs. C >(r uS 1 ;, .: Five- ear limited warrant for drivers and LEDs. C L uS s n motion da li lit contribution. t "> Y Y r..ow10 O / ;_ 0 Y Y .ays�r O control based o / �?; � f ,,' r�� r�� LISTEDP LISTED J y g I I I 0 • All control parameters adjustable via wireless configuration remote '� f; / w `� .. LED WATTAGE CHART LED WATTAGE CHART % '� �., - i n Iles. �__ , » x.rc,, _.. .> storing a transmitting sensor pro T. G - stor d transmitt ens f 'n,s'E' ., q° 'l, r, 7-� z. .': ,;,- .....,.,E -. ,,,. .': E,- -..:..,.-. .., a , __.._..,... '. ; x '' - i 20 feet ,, 20 mounting heights 9 350 miUlam s ,.,,; 16w 35o milllam s,'•,, , 18w f; FSP g g P ., P 530 mllUam 28w _ _ ,,,. ,, 530 Tnllilain s 28w - ; . .Ps -._ ,,.'.. . 1. FSP 40 mounting heights 21 40 feet. 700mllllam 36w 71w 104w 136w ,"" , , -,1 -- 00 loam s':., ! 36w 71w 104w 136w Ps.. , 7 m R .:,. ,-. . 9 9 �.. , ul ;, - motion_ 1o50m lam s - : ssw loses 156w zosW fi050mt111amps " 56w �06w 156w 2osw - Includes 5 dimming event cycles,0 1 OV dimming with FSP 211 Project Name: Type: Project Name: Type: sensing,reprogrammable in the field. " • NEMA 7-PIN RECEPTACLE(PE7)-An ANSI C136.41-2013 receptacle provides electrical and mechanical interconnection between photo control I, cell and luminaire.Dimming receptacle available two or four dimming a contacts supports 0-10 VDC dimming methods or Digital Addressable �N OF tCZli (9 Lighting Interface(DALI),providing reliable power interconnect. ," - NV Type 2 16 16L 350 : 3000K i 120 277 c Direct Pole Bronze : Bird Deterrant(BD) NV Type 2 16 76L 350 : 3000K . 120 277 Direct Pole Bronze Bird Deterrant(BD) ((� r9 � Size 1 (T2) 32(32L) {35) : (30K) (UNV) Single.D180 (BRZ) Marine Grade Finish(MGF) Size 1 (T2) 32(32L) (35) : (30K) (UNV) Single.D180 (BRZ) Marine Grade Finish(MGF) _ } CARLTON M. DPS3 : Optic Plate Painted to Match Fixture(OPP) : Optic Plate Painted to Match Fixture(OPP) OPTICS QUINN Type 3 48 48L 530 : White t Mounting Painted to Match Fixture MP (�-7) : : 48(48L) 3"(DPS3) White Mounting Painted to Match Fixture(MP) 4000K : 347-480 : D90.T90.T120.OD ; IMP) Type 3 530 : 4000K 347-480 : D90 T90.T120 OD (T3) t 64(64L) 53 (WHT) Nema 7 Pin Receptacle(PET) : 64(64L) : H Nema 7 Pin Receptacle(PET) Silicone optics high photothermal stability and light output provides higher _ CIVIL N { ) (40K) (HV) T(DPS7) (T3) (53) (40K) (HV) : 7"(DPS7) (W T) • O 9923 :❑ Photocell+Receptacle(PCR) Photocell+Receptacle(PCR) powered LEDs with minimized lumen de depreciation LED life.UV and thermal Knuckle Mount(KM) Silver : p Knuckle Mount(KM) Silver Receptacle+Shorting Cap(PER) : Type 4 : 700 : 5000K : : (SVR) Receptacle+Shorting Cap(PER) Type 4 700 : 5000K : : (SVR) P stability with scratch resistance increases exterior application durability, : Sweep Arm(SA) : i Sweep Arm(SA) Y PP Y R (T4) : : (7) (50K) : : : • FSP-211 with Motion Sensor(UNV Voltage) : (T4) (7) (50K) FSP-211 with Motion Sensor UNV Voltage) __,,, - T6 • Wall Mount(WM) : Black : (FSP-20)*9'-20"Heights Wall Mount(WM) (FSP-20)*9'-20'Heights . IES Types :-� Type 5 : : : Trunnion Mount M (BILK) : (FSP-ao)*21'4o'Heights i Type 5 Trunnion Mount TM (BLK) (FSP-ao)*2r-4o'Heights _ - -- - YP 1050 (T ) YP 1050 ( ) 1 .. t • V)N T5 • -Standard finish is stainless steel. Surge Protector(tOK) T5 '• : -Standard finish is stainless steel. c Surge Protector(t OK) r �°1 (" -�1' �!1 I _ T e l / ( ) (7) Can be painted Graphite ( ) (7) : Graphite : ��-1 "` f + =��� p Quick Mount Bracket(QMB) Can be painted to match fixture P Quick Mount Bracket(QMB) � � �• !i (GPH) (GPH) L 1i=_ �I % �.J - PROFESSIONAL ENGINEER FOR Nema 2 Tennis Arm A Retrofit Mount Bracket(RQMB) Nema 2 Retrofit Mount Bracket(RQMB) �1� (T ) Tennis Arm(TA) v . 24°Narrow Grey Round Pole Adaptor 3'-4'Pole(RPA4) 24°Narrow Grey Round Pole Adaptor 3'-4'Pole(RPA4) _,� BC MAJOR ASSOCIATES INC. Beam :*See next page for Arm Configurations: Round Pole Adaptor 5' 6'Pole RPA5 : Beam : : : :*See next page for Arm Configurations: Round Pole Adaptor 5"•6'Pole RPA5 LEN (GRY) . P ( ) (GRY) ( ) ........... . N2) : *For Round Pole,please specify RPA4 : N2 : *For Round Pole, leases ecif RPA4 : AL ( orRPAS Y Rotated Optic Left(ROL) ( ) or p r Rotated Optic Left(ROL) TYPE 11(T2) TYPE Ill(T3) TYPE IV(T4) TYPE V(T5) NEMA 2(N2) NEMA 3(N3) Nema 3 : ( ) u Nema 3 Custom Auto Custom : Rotated Optic Right(ROR) : Rotated Optic Right(ROR) CS A tomotive House Side Shield(AHS) motive House Side Shield(AHS) : 30°Narrow : : 30°Narrow : House Side Shield(HSS) Beam House Side Shield(HSS) Beam 701 Kingshill Place,Carson,CA 90746 (N3) -HSS not applicable with N2-NEMA 24'Optics (N3) •HSS not applicable with N2-NEMA 24 Optics NL5 g nISllghting.COm -HSS not applicable with N3-NEMA 30'Optics -HSS not applicable with N3-NEMA 30.Optics LIGHTING Call Us Today(310)341-2037 OPTICAL CONFIGURATIONS MOUNTING OPTIONS REV DATE DESCRIPTION Rotatable Optics(ROR)Rotated Right,(ROL)Rotated Left options available.Optics field and factory rotatable. 10.25" (OPP) 7s=.r, .,,... 7,. APPLICANT\OWNER: ` t _ .._ --•- LIFE STORAGE DIRECT POLE(DP) Standard mounting arm is extruded 3" aluminum in lengths of 3"and 7". `c11,VI6 SWEEP ARM(SA) 6467 MAIN STREET t• ) 7J, "Arm lengths may vary depending on configuration � Cast Sweep Arm includes(as standard) WI LLIAM SVI LLE, NY 14221 NV-1 /16L NV-1 /32L NV-1 /48L NV-1 /64L Internal Quick Mount Bracket. *OPTIC PLATE PAINTED TO MATCH FIXTURE FINISH(OPP)-Optic Plate standard clear anodized,Grade 2.When(OPP)specified,Optic Plate PROJECT: finish will match fixture finish. WALL MOUNT(WM) (0 J l ' a) LIFE STO RAG E Cast Aluminum Plate for direct wall REDEVELOPMENT ® 1.25" t LUMENS mount.3"extruded aluminum arm --- THK 2 NU BM ER N2 LMrw BUG N3 LMtw M LM/w DLC BUG " LMtw BUG T3 LMtw DLC BUG e s LMIw BUG Ta UJIM DLC BUG T5 LM/w DLC BUG w mounts directly to a cast wall mount box. . , �,r'"f11 G ,- i -, B2 °o NV-1-16L-35 30K 1944 106 B.WGo 2016 t t2 2209 117 P 8 uOGt 1734 63 BO JOGo 21 C6 117 P 814m Gl 1116 G2 Bct70-GO 2187 116 P 61-U0� 2124 718 P :Nc 18 -- (- tiV•i=i6%?5-40K 2014 T L 2t 29 L ,116 276-8 12G ;P`,717O1 2206 67 ?4i 00 7286 12j. :;P" R1 2 1188 `t4 B6U6G0 2250 12G P' BY-t0G1 2304 128' P. 82UOG 1&'` 1 i 435 HIGHLAND AVENUE __ NV-116L-3560K 2068 116 B2 UO-Go 2160 120 2376 132 P B7WGl 1278 71 80 UOGo 2394 133 P 614JO Gl 1260 70 80 uOGO 2358 131 P B,-uo,I 2412 134 P 82 UO02 18 Nv'416t'S33nK 3112E 108 B3tXaGl 'a136:':;f12 319? 114 'P'`i 81'- -G1 1754 63 s0':70•G, ;1220 '1f45 "P",�81-t10-G, 1736 62"'.BOUOG, 3114 113 1="B,UD°I:...:a248 176 "P 02t46'Gl 2a.. .,_. ) ir,5^ KNUCKLE MOUNT(KM) SALEM, MA NV-1-16L53-40K 3136 112 83U0G1 32.48 116 3472 124 P 86UOGI 1876 67 BO4xbG1 3472 124 P BI-W,W 1848 66 BO UDGI 3444 123 P B,1JO-G7 3500 125 P 82 UO-G1 28 "-'U . NV•T•I%-0^60K $24$ 116 82-00V a3W '120. 3612 129 P; BIA"T 3.198$ 71 p03xt1,GI MAO 130 P 81410CGl 1960 70 l 60tx].Ob "ar}84 128 p. BUL"I. 3568 131 P B2,UG,G1 28' TRUNNION MOUNT(TM) - Die Cast Knuckle great for adjustable installation NV-1-16L-7-30K 3988 108 83�UOGl 4032 112 3960 110 P B,-UO-GI 2268 63 800M31 3960 110 P 6I_UOGI 2232 62 DO UO-G1 3973 109 P Ill-W-G1 3996 Ill P B3-UO-GI 36 Steel,b01t-on-mOUnting for adjustable. �,.�"' ram"'j } �' On 2-3/8"OD vertical Or horizontal tenon. NV•1-16L-7-40K 4032 112 B3)ofll 4176'.,:. A16 4428 123 P I, BtUO.Ol ?P12 67,..BO-OD-G7 4284 119 P 81-UYGI 2376, 66 i.,POuOcI.. 42t2 T17 >P 81,J"3 4320 -1201. P 83uo;c1 '36:'. installation with a maximum uplift of `.+�u� ° �..5.33" Max Uptilt of 114 degrees PROJECT N0. 2570-01 DATE: 09�12�2U19 NV-T•16L-7-SDK 4176 116 63J:JOG1 4320 120 4644 129 P 6l WG7 2556 71 B3Nx}G1 4500 125 P B1-WG1 2520 70 Bo-UOGI 4428 123 P 614)0•Gt 4500 125 P B3 U0cl 36 (9 J•rlt) _A' • Adjustable in 6 degree increments - 90 degrees. NV-1-16L-1-3ok 6048 108 B3-E)0G1 627'2- 112 6160 110 S'.. 61-U0-r,1 3528 63 9O UO-CI 6384 i14 P 61-W-G? 3i)T '62 80-(6GI 6232 112 P 81 00-Gi 644D 115 P 83-Unfit 5ti`: *Unpainted stainless steel is standard NV-1-16L-1-40K 6272 112 63-UOG1 6496 116 6832 122 P BI-uO-GI 3752 67 80 UO-GI 6888 123 P 8211°G2 3696 66 BO-u°Gl 6776 121 P B2-UGG2 6944 124 P B3-UD-G2 56 SCALE: N.T.S. DWG.NAME: C 257M I NV,1-16L-1�50K 6496 116:,...134-t*01 6720:I 120 7168 128 P i 8MJ0-G2 r3976 71.,,W-UO,GI..7224 129 P 82-UNN 3920 70 BaUO41 7112 127 P DZu�i 7280 130:. P B'3-t!"2 56; NV,1-32L-7-30K 7668 108 84-WG7 7952 112 7810 110 S 61-U04l2 4473 63 60-UGG7 7810 110 S 62-U"2 4402 62 W'U"I 7739 109 S R2 W-G2 7881 Ill S 63 Uo.Gt 71 �` - NV-1- 7-4OK 7952 112 84-U0,01 8236.i,116 9017 127 Pi DI-W-02 4757 67 DJ,W.GI 8449 t19 R, 82-u0-G2 4686 66 :.L3004G2 8307 j117 �P 82U0-62 8520 i20a'. ,p B3U0,G2 -n �..._�C•..•"-a1--° DESIGNED BY: SJL/BES CHECKED BY: CMQ NV•1-320-50K 823E 116 84.WG1 8520 120 9159 129 P B2-WG2 5041 71 Bo UG-G2 8875 126 P 82-UOG2 4970 70 B0-UOG2 8733 123 P 82.U0'G2 8946 126 P B3.V(H32 71 - W'J- -1.30k ,14d9 108 84UW .ti "112 Ilia 114 ' s 62Ud-G2'b. .{t 60,WG2 1"84 �l4 B2.u(1,62 65'72 "12-`BOWG2 11870 112 S 820002?12190 '1'(s'� s 84uCFC2 104 TENNIS ARM(TA) PREPARED BY: NV-1-32L-1.40K 11872 112 84 JO-r l 12296 116 17.932 122 P 824.10-02 7102 67 80 MG2 13038 123 P 82-UM;2 6996 66 BO.1xFC2 12826 121 P 83-UUG2.13144 124 P 84 UO-G2 106 (3 - NV-1-32L-1-60K 12296 116 84-O41 12720': 120 13568 128 P I B2-00•G2 7526 71.,:.BO•L'0-G2 13674 129 P 83-UD•G3:7420 ,70 O&L*-G2 13462 127 P B3-UOG3'13780 130`- F 84-Ills:-G2 1D6. Steel fitter slips over 3.5"x 1.5"rectangular arm. NV•1-48L-7-30K 11232 108 84-uo-01 n 648 112 11440 110 .5 B2-UU-2 6552 63 Bo-WG2 11440 110 S B24)0 G2 6448 62 8auaG2 11336 109 8 B2-UO•W 11544 Ill S 64-U0-62 104 *See Tennis Arm Spec Sheet for details C) NV-1-48L>7-40K 11648 112 84-U"T 12064.-116 13208 127 P 82-L70-G2 6968 ,6i-:.BO1t10•G2 1 76 119 P" 82-U&W 6864 _66 r BOWW 12168 117 P 82-UG&W 12480 120', P- 84-ut 62 1Ds4 C7 - NV-1-48L•7-50K 12064 116 84-UO-G, 1.2480 120 13520 130 P 82-UO-G2 7384 71 BO-WG2 13000 125 P B3-W-G3 :7280 70 BO-LIO-G2 12792 123 P B2-0002 13104 126 P 64UG-G2 104 Z NVt-a8L130K 1684E 106 135UD:01 174'72: 1t2 17160 110; S 8341G3 9828 63"EL ..2 17'$4 flk: 's",83uO63 9672 b:2;__B1•UUG2 t7472 !12 83 W=G3'17940 115: S� 84u1G2 156'.: ` , ......-..,....__......................._._......__....._...............,.. _.... _ ....... ... ..........._......._,................ ........ ......... .. .,..,....,.................................. ......... ........._......... ... ........ .......... h NV-1-48LA-4pK 17472 112 65 UDG1 18096 116 19032. 122 P 03 UOG310452 57 B1 WG219188 12.3 P 83 W-G310296 56 814J0.G218876 121 P B3-UDG319344 124 P as-uOG3 156 ^��11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 NW 11 11 11 11 11 11 Z KV-1-48L-I-50K IK16 116 65-UO'Gl 18720 1 �' 1 9688 228`. �P. 83,)O-G3 1 076 ATV` BT t�G2 20124 129 E3 63-uo,03 10920 70 f:81-U0-62 19612 127 P 436° 3 20280 130'; P-: es,uo-G3 156 OPTIONAL :w'�-� ', (3 NV-1-64L-7-30K 14688 108 B5-tx1Gl 16232 112 14960 110 S B2ixYG2 8568 63 PA) -G2 14960 110 S 83a10G3 8432 62 B WOG2 14824 109 S 83-LJOG3 15096 Ill S 84UOG2 136 I Longer slot to accommodate - J W1-64L-7-40K 16232 112 85-t"T 15776:. 116 t7272 127 P. W-W-C3 9112 .67 SOUO-G2 16184 119 -P BJU01W 8976 66 D1-u"2 i6912 117 P,,.D7-Ji1.>r• 16320 120 P 64-uu-02 136: Optional Cast Aluminum Bracket,Quick Mount Bracket(QMB) ��,o I existing drill pattern.'}. AI NV 1-64L-7-50K 15776 116 B54WG1 16320 120 77680 130 P 63.0003 9656 71 Bl-UO-G2 17000 125 P B3UO-Ga 9520 70 31 uOG2 16721 123 P B3uaG3 17136 126 P O4-UOC2 136 and Retrofit Quick Mount Bracket(RQMB),designed for quick "�c' 1 e , 0 NV 1fi4LIT a0K 22140 108 65tAOG1 22960 '112 22560 -110 S'. 63 UO.03 12916 63 <B14MG2 23370 114 S 83-u0G3 12716, '62"- DI-.G3 22960 112 $ 63UO_G3 23576 115': s 86-ua-G3 265 mounting on Direct Square or Round Poles.Cleat mounts ,,err° e a' 1 ` I ALLEN & MAJOR NV-1-64L-1-40K 22960 112 BSUOGI 23780 116 25010 122 P 83-UO-G3 13735 67 R1 UO-G3 25215 123 P 83 UOG3 13530 66 Dl-UOG3 24805 121 P EWXG4 25420 124 P as UOG3 205 directly to pole for easily hung fixtures. ,-J `" �•_-� I -�%/� 4." 4 3 4 7 IP 3' G4 5 P 65-U4G3. ':05 : �q, NVin �"-1•G4LJ.1r50Rf 23'r80 11 G` 65UtA01 2 6D0 120 26240 128 '.P.I 83-ilCMa3.1 555 7t .<B14lEFG3 26445 129 -P 83-t)tTG. 1 35D 70=31 UflrSy3 2fi0.4G 12 B 2 654 130 v 2,_. �,, � �./JI�� 1 ASSOCIATES INC. DLC S=Standard I/ NP--Premium 6 QMB Ip RQMB Civil &, structural engineering ♦ land surveying V environmental consulting ♦ landscape architecture ti w w w . a I 1 e n m a j o r . c o m EPA L70/L90 DATA L,J 100 COMMERCE WAY, SUITE 5 � EPA SGL D90 D180 T90 T120 OD TEMP. -7 L70 4 - 050mA 90 64L-1 5 A W BUR MA 01801 VNV-1-DP 0.46 1.14 0.92 1.34 1.37 1.34 �° 483000 160000 TEL: (781) 935-6889 NV 1 KM 0.54 N/A 1.08 N/A N/A N/A DPX ARM LENGTH FAX: (781) 935-2896 � NV-1-SA 0.75 1.29 1.50 1.99 2.05 1.99 Z DPX $GL i7n D90ry D780��+ T90"y' T720ay Qq-+,*ii- 7. WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH � ARM LENGTH 's Nv-1 3" 7" 3" 7" 7" THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. Y BE PROVIDECUENrS D COPIES OF SRAWINGS AND SPECIFIC OR ONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE V MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL 1 INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC I MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND I\ SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. (N NLS 701 Kingshill Place,Carson,CA 90746 nlslighting.Com Nt_S 701 Kingshill Place,Carson,CA 90746 nlslighting.Com ~ LIGHTING G H T)N G Call Us Today(310)341-2037 LIGHTING Call Us Today(310)341-2037 DRAWING TITLE: SHEET No. W LIGHTING DETAILS/SPECS 3 Z Copy7ight02019 Allen&Major-Associates,Inc. All Rights Reserved Type W1 Type W2 NV-W NV HIG` PER 0 H F RMANCE FU „ .:,... . ,.. f LL CUT OFF.WALL 'PACK -. ,.< ,:•:• °..: HIGH 'PERFORMANCE FULL'CUT';OFF.WALL-PACK FORM AND FUNCTION FORM AND FUNCTION g Tv � • Sleek,low profile housing P 9 \y t Sleek,low profile housing L . Sec grade performance k N 04 w� P 9 P s f . • Spec grade performance1,R11 , 111` • Engineered for i ..g optimum thermal management � �, � , �� � . --. Engineered for optimum 9 ; 9thermal management • L70 480,000 z� >` ,.. �o- tea: • L70 480,000 O Reduces energy consumption and costs tj to 65 • Reduces n i - P ce energy consumption and costs up to 65 D CONSTRUCTIONA, ,.., y 3I , f ..• CONSTRUCTION Die Cast Aluminum . Die Cast Aluminum r • Internal cooling fins,Finite Element Analysis FEA ` • 9 Y ( ) - �� � � • Internal cooling fins,Finite Element Analysis(FEA) designed g t � , t � designed • Corrosion resistant external hardware F Via '' s Corrosion resistant external hardware ,. • One-piece silicone gasket ensures IP-65 Seal for P � � P 9 My One-piece silicone gasket ensures IP-65 seal for electronics compartment � ` P � �-�� � �z�' �... �, � electronics compartment • Two-piece silicone Micro Optic stem ensures IP-67 ::- -. a P P Y � r- � & - , � i� . Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB � � 1 v. . s level seal around each PCB • � ie+, �� .��'€I >�z� ,� �:.,� c 7 � 3 zw _ _.. �- `g y���.,..,:,o ,'=3y::' �, k ��: AM'WORE,`� • Silicone Micro Optics:Recessed,full cutoff,vandal ,x g z r-r, �' . r P � sQ Silicone Micro Optics:Recessed,full cutoff,vandal ° yellowing resistant and non a ° resistant and non-yellowing hN I FINISH LISTINGS FINISH LISTINGS • 3-5 mils electrostatic powder coat. Certified to UL 1598 • • 3-5 mils electrostatic powder coat. Certified to UL 1598 • NLS standard high-quality finishes prevent corrosion • UL 8750 NLS'standard high-quality finishes prevent corrosion UL 8750 protects against and extreme environmental conditions CSA C22.2 No.250.0 protects against and extreme environmental conditions CSA C22.2 No.250.0 • DesignLights Consortium"(DLC) x • DesignLights ConsortiumI WARRANTY DesignLights Consortium Premium® (DLCP) b WARRANTY DesignLights Consortium Premiume (DLCP) " Five-year standard warranty IP65/IP67 Rated Five-year standard warranty IP65/IP67 Rated U �)�g POWDER ,:,: CPOOVMIV C ` u$ ` 1 i, 376' '4�i",` 4; CCAIzS �::. C �� us M LISTED r roue» LISTED LED WATTAGE CHART LED WATTAGE CHART „ — <. 350 mlli 2lam s 1 w 350mFiifamP s 19w $ m Ilam s. ;,,t 9w „ 530 miHtam ps 700 mill s 37w 71w „_ < 700 milliamps 3 w 71w 050 mitlia - ;�,:-,... ; 1050milliamps 56w Project Name: J_�Type: Project Name: Type: XA OF NV-W i Type 2 j 16(16L) 350 :3000K 120-277; Wall Mount : Bronze :Marine Grade Finish(MGF) Nema 7-Pin Receptacle(PE7) NV-W Type 2 16(16L) 350 • : 3000K 120 277: Wali Mount Bronze :Marine Grade Finish(MGF) Nema 7-Pin Receptacle(PE7) (NV-W) (T2) (35) t (30K) UNV WIM 7 (BRZ) *Requires Deep Back Box : *Requires Deep Back Box 32(32L) Rimming Control with Motion (NV-W) (T2) ) (UNV : (BRZ)p (35) (30K } (WM) :RimmingControl with Motion CARLTON M. Sensor Vanity Plate VP : 32(32L) QUINN Type 3 : *7o0mA Doty 4000K .347-480 i White :*B'Heights and Below(DC8) y ( ) Type *700mA only White Sensor Vanity Plate(VP) (T3) 530 40K (WHT) * yp 3 y ' 530 4000K c 347-480 i (WHT) B Heights and Below(DC8) (53) :� (HV) 9'-20'Heights(OC20) (T3) VIL to • (40K) : (HV) *9'-20'Heights(DC20) Silver '*2T'-40'Heights(DC40) (53) silver '*2V-40'Heights(DC40) No/ O / 9230 Type(T4)4 700 (50K)6000K (SVR) Surge Protector(1 OK) T(T4)pe 4 MOO (SOK) (SVR) :Surge Protector(I OK) (7) Black :Emergqency Battery 4W(EM4) Black i Emerqency Battery 4W(EM4)(BLK) 516-364Lumens : : 1050 y (BLK) :*516-3e4 Lumens Graphite'E)o3291�28LBume Battery 8W(EM8) 1050 :Graphite:Emergencyy Battery 8W(EM8) (1) (GPH) (1) (GPH) 7032.1728Lumens c Emergency Battery 16W(EMi6) Grey 'Emerr922s�Battery 16W(EM16) PROFESSIONAL ENGINEER FOR Grey •*2o64-zz56lumens (GRY) ALLEN & MAJOR ASSOCIATES, INC. (GRY) Emergency Cold Pk Battery(EMCP) :Emergency Cold Pk Battery(EMCP) Custom j'3225a 3525Lumens : Custom *25Wat3525Lumens (CS) Housing Extension(HE) tCS) c Housing Extension(HE) *To match EM Extension Box :*To match EM Extension Box Button Photo Cell(PC) :Button Photo Cell(PC) *Universal Volta e 720-27 "Universal Voltage 120-27 44 44 ELECTRICAL _ -1 OV i Volts(UNV)or Philips Volts ce LUMENS REV DATE DESCRIPTION • 0 1 OV dimming driver by Philips Advance 1i. { • Driver power factor at maximum load is>_.95,THD maximum load is 15% � 9,06" PART NUMBER T2 LM/W T3 LM/W T4 LM/W W APPLICANT\ODATE • All internal wiring UL certified for 600 VAC and 105°C �' { NV-W 16L-35-30K 2470 130 2499 132 2470 130 19 All drivers,controls,and sensors housed in enclosed IP 65 compartment , NV-W 16L-35-40K `2618 .138 2648 139 - 2618:. ,' 138 19 ' LIFE STORAGE Lumileds Luxeon MX LED's ---� ---•,. -_- -:-.--. T... I NV-W 16L-35-50K 2618 138 2648 139 2618 138 19 . CRI>70 MIN. NV-W 16L-`53 30K 3544 122' -a579 123', 3544 122 '°v 6467 MAIN STREET • Color temperatures:3000K,4000K,5000K 12"-- - NV-W 16L-53 40K 3756 130 3794 131 3756 130 29 TOP VIEW BOTTOM VIEW nVvW16L-53-snK 3756 130 3794 131"", 3756 130 '2 WILLIAMSVILLE, NY 14221 OPTIONS NV-W 16L-7-30K 4388 119 4432 120 4388 119 37 _.._..._. tr NV-W 16L-7-40K 4651 26 4698 127 4651, 126 97 7 • MARINE GRADE FINISH(MGF)—A multi-step process creating � � ` -- r-01 protective finishing coat against harsh environments. ° NV-W 16L-7-50K 4651 126 4698 127 4651 126 375.57" ° I 3.92" PROJECT: 47NV W 16L-1 30K 5970 .107 6029 108 5970 107 56Chemically washed in a 5 stage cleaning system. ; 1 t-- � NV W 16L-1-40K 6328 113 6391 114 6328 113 56LIFE STORAGE Pre baked _...__...__. NV-W 16L-)-50K j 6328 113 6391'. :-114 G328 113 •Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. NV-W 32L-7-30K 9010 127 9100 128 9010 127 71 REDEVELOPMENT •1-2 feet inside pole coverage top and bottom. weight:7.2 111 NV-W 32L-7.40K. 550 135; 9646 136 . 9'50= 135- 71' •Oven Baked. NV-W 32L 7-50K 9550 135 9646 136 9550 135 7 43 5 HIGHLAND AVENUE •Finished Powder Coating of Super Durable Polyester Powder Coat EMERGENCY BATTERY AND 7-PIN EXTENSION 3-5 mil thickness. BOX DIMENSIONS BUG RATINGS SALEM MA • VANITY PLATE(VP)—The Vanity Plate was designed to cover the un- PART NUMBER T2 T3 T4 W , sightly remains on a wall where a larger HID wallpack was removed. €i The VanityPlate will be painted to match the finish of the NV-W,custom 11 NV W-16L 35 30K BI-UO-G1 Bl-Uo Gl Bl UO Gl 19 P NV W 16L 36 40K 4 F BI uo-cl. 8I-uO-G1 <.--61-UO-Gl 19,', PROJECT NO. 2570-01 DATE: 09�12�2019 finishes are available,please consult factory.The standard Vanity Plate IS 16"X 16". .l 11~ 4" G NV W 16L 35 50K B7 UO Gt Bl UO Gl BI-UO Gl 19 NV-W-16L-53-30K B,1-U0-G 81 Uf}G1; ":61-UO-GI .29 CONTROLS {. NV W-16L-53-40K B1-U0-G1 B1-UO-GI BI-UO-GI 29 SCALE; N.T.S. DWG.NAME: G2570-01 l.''. NV-w-16L-53-50K 131-1.10-Gl 81-UO-G1; • DIMMING CONTROL(DCX)—Passive infrared(PIR)sensor providing NV-W-16L-7-30K B1-u0-G1 B1-U0-G1 B1-U0-G1 37 multi-level control based on motion/daylight contribution. TOP VIEW NV-W-16L-7-40K ' 61-u0-01.,;,' 131-1.10-Gl 77E170577 37 DESIGNED BY: SJL/BES CHECKED BY: CMQ • All control parameters adjustable via wireless configuration remote NV-W-16L-7-50K Bl-uO-GI BI-UO-GI BI-UO Gl 37 storing and transmitting sensor profiles. W-W-161L-1-30K, 61-UO-Gl '82-UO-G2 B`I-Uo-G2 56 PREPARED BY: DC8 mounting heights 8 feet and below NV-W-16L-1-40K BI-Uo-GI B2-U0 G2 B2-UO-G2 56 C� MOUNTING HOLE O DC20 mounting heights 9-20 feet 3 25' ...__._._._. _._..._... NV W 16L-1s-50K B1 UO-G1 ='B2 UO G2` B2-U0-G2 56 NV-W-32L-7-30K B2-UO-G2 B2-UO-G2 B2-UO-G2 71 Z DC40 mounting heights 21-40 feet. + NV-W-32L-7-40K 132-Uo-132 '" B2 UO-G2 - 62 UO-G7 71 • Includes 5 dimming event cycles,0-10V dimming with motion NV-W-32L-7-50K B2-UO-G2 B2-UO-G2 B2-UO-G2 _71 ti a o sensing,reprogrammable in the field. L70 DATA i • NEMA 7-PIN RECEPTACLE(PE7)—An ANSI C136.41-2013 receptacle 2.4" re.soo } NV-W NV-W ^I provides electrical and mechanical interconnection between photo o $ � TEMP. TEMP. � - control cell and luminaire.Dimming receptacle available two or four l ! vo 6L-losomA o 3 L- oomA ALLEN & MAJOR dimming contacts Supports 0-10 VDC dimming methods or Digital 60.2° as30oo 483000 pl Addressable Lighting Interface(DALI),providing reliable power *3 Conduit access points on either side or center back. interconnect. ASSOCIATES, � • EMERGENCY BATTERY OPERATION—The emergency battery backup --w-- V C. is integral to the NV W.All emergency backup configurations include MOTION SENSOR PLACEMENT ` N a standalone secondary driver with integral relay to detect power loss. Ncivil & structural engineering ♦ land surveying I� This meets NFPA 70/NEC 2008.The emergency battery will power k v EMERGENCY BATTERY BACK-UP LUMENS environmental consultin ♦ landscape architecture 9 Y rY P ,t g P Z NV-W for 90 minutes once power is lost.Emergency battery pack are of w w w a 1 1 e n m a j o r c o m W � ' r PART NUMBER T2 LM/W T3 LM/W T4 LM/W W 100 COMMERCE WAY NiCAD batteries.(EMCP)Emergency Cold Pack Batteries are rated for EM4-30K 520 130 524 131 516 129 a , SUITE 5 ot -20°C to 50°C. EM4.40K 544 136 '' 648 '137 540 135 4 WOBURN MA 01801 i OPTICS EM4-50K 560 140 564 141 556 139 —4 TEL: (781) 935-6889 VANITY PLATE VP EMS-30K 1040 130 1048 131' 1032 129,',4. Silicone optics high photothermal stability and light output provides higher """'_ EM8-40K 1088 136 1096 137 1080 135 s FAX: (781) 935-2896 ? powered LEDs with minimized lumen depreciation LED life.UV and thermal EMs Sox ' , •'s ''1120' "14o 112s' 141 1112 i39' 08 ? Stability With scratch resistance Increases exterior application durability. EM16-30K 2080 130 2096 131 2064 129 16 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH Q EM16 4OK „ 2176 136 2192= 137 ' '<2150 1 5 16' O IES Types °16" 01" EM16-50K 2240 140 2256 141 2224 139 16 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. EMCP 3oK 3250 130 3275' ,131 3225 129 , 25 CLIENT/VENTS REPRESENTATIVE OR CONSULTANT MAY BE PIP, � kEMCP-40K 3400 136 3425 137 3375 135 25 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC ', EMCP-50K 3500 ` .140' 3525 141 3475' '139 25' MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC - : 4x 0.281 i APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE A i z l MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL O TYPE II(T2) TYPE III(T3) TYPE IV( INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC T4) 3"'` ~'�° '' �...._. .. -5°-- ----s~---- MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF NLSi 701 Kingshill Place,Carson,CA 90746 nlsli htin Com NLS► 701 Kingshill Place,Carson,CA 90746 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. Call Us Today(310)341-2037 g g� Call Us Today 310 341-2037 niSl19hting.00111 LIGHTING LIGHTING y( ) DRAWING TITLE: SHEET No. O 45 46 LIGHTING DETAILS/SPECS 4 z Copyright02019 Allen&Major Associates,Inc. All Rights Reserved - __ -- ______ ______,__ _____ - ____ ____. - ___________._____,_____ _____ _______________,___,______ - -____ - - - ,-----_ ____ -------- _______________________ I I � I . - - - __ I . . It - ------ __ __ - - I � �,, . \ ;'�,'-LUVV P��'N� �,'�l�� �, , '_1 10+oo 7 1-1 "1� \ I!", -1-1. - ._.________ ___ ......I ".-.... . ..........__ . . 17 4,90 � � \1 : .1-111I.- ______I- - --.-..--- _ _..........��_ - .,___'__._ I ,e , .. �/IV- \ . / �� "", IIII-11-1-- _,�>, I' +00 11, N� '�,',,_� � 01vMi �, --- - -- -4- - __ -- ......-,- ,,, I7, I "I 'A', , I 1, ,-�,",��i" L" 41 . �, - __.. - _��11_1 I - - - - 11 _1111_1.......___. ,,�- , �.............- __ -..,.-,-,, , aj \ . I : ___�------ -, ___........-....__ .- __._____..__,___-- _ -1_� I . N I !! ___ l4,,/ ,"TE Pki"T 13NE 11-1 \ . , I � --__.__ -1...- , ) , 17 ,'' I" - -_ -_ ____ _ -, ---* -_ , 1-1 I ,-, __ _", __ __ __ _ __ -- �- -, -- - - __- -- - __ - - - __ __ -, - I 1. - I$ "�--,,"I" "", ,'11\\\, j \___ __ ...,_, _., -A '- NI IF � - -- _--- --- -- _ _ GHLA N- D VE "-'A--' ",\ / __ ____,_ __ _ 1'�, HI ---�`_PUBLIC - VARIABLE WIDTH) / 1, ,�, 1, N�, . - , (ROU.TE 107, _ ,_--- � I ,,, -1 ,; 1;� .- _ I . / -- --- P",�"rR, P,!,, v T Utv;' �_-- _.. -, __ _.. __ -, , _* t_ --" ,-- -, __ . ", cl) -_ -_ __/ � -... .......... I-' __ ..''.-, - ..- I— 11"- -_ __ � -- __ _ __-z"�-,_' ....__...____..__ L.: I -, -_--- ..- __ �1 -,..- - - _,=_,==__-=�,--- ...A .- _ " _', ,J_.__...___..._____1----S-_ - I �Ta��;,- _____ _��_:: � _-, __�___',=_-_- , - _ _ _ _11_ _1--- ---- --1-1 __ - I - I -- ----- , __ � , __...._,"'.- ...__1_S_ , \� ,�---- __ I-- ---,, /, \ I-- __ -..,i;,,' L�;x_,y_,__ -- 1'� __ _:���,_�,____-Ix __- , __......__ - I—- __ ORAIV, CUi��? / I I __ � I /n . - - ,- , - - __ ____....�................ ..........___ -1-1--I I __- 12" /"A"/ . __ __ ' -_ --- -1 C __=�=_'_ ...............- - 10- I � I �_ -... ....... ,,, 1,? CI.A Y - - -- / _:_�7_ __�S _ I ,, . I �"� . ___........ ........... .��""-"."",.,.",."""",�', I - I 11, __,=�,_, , , -,I I ; 11 I'll I,,, I � � � -, I " - ; i , �..........._117- , ----,--, I ..........__ 11 � , , , - � I', , I I - , - N, --z--;,-- - --"",A,.�,r;pr=_-, I 'll� _ _... I..11 I 11 I"I'll I-I" /1115�1�'l I ;,�" i I I � I 1�', I 1 11 . I ; , I I :1; 'f,' -J'o'_,i , . � I I � . ,_ , -=',-''__ ___ -, 12' G'LA"" - _ ._ . - I 1-1.11---, 1- I 11.11, /......- "" _1111_111_111�� 9 F u I __ ........j�! �. �_ ....... ......- - �1_ ----I- - -1 - _11111-1.1......__-, I .. I11-1111-_111-.1111..............., _� ��y 11 " I �* , ,� � , " �1111 1:�,1, I I'� 3"' ' ���,,,;��,"����,�",;:,�.,,' ,��", 11 �'5�:�5� , I I I ,z I �1' , e�"',�;�"_� � 1 51, 11 I'll x' I � � �. '� _ , ,�, I ; _"'._�, �_ , �1 wl,� 11�1111 :___ �"� I I �: 111� 11 � I I I 11. I , , I I� ,� "I � , , �� ,:,�,",�,; I� I I11 Z..... I 11 I I , I 1,11, ;�i' - I , , 11 I , 11 � , , ,,, �,:�1'11,',,I , � I I 11 1 1 `� ,:,�" T __1 _7 , _�,��,-_,,,,�------ -,- - - _____,_______........�...... t",-�I :"� ,,,,, � " , �,_'1, �,',,���,�,�:��i:��;:��������.;�;�,,,����, :� 1, , - I , re, r :" ''I 'll, I - , , 1, � . .1 - 41 �' I � 11,'_,,'_': , � ---xm -- 11-11-1-- I I - t 1'1�e5 1_��,�;;` ,�,'_ ", , 1"',- I I I , I I I I 11 1� ;, � I --- .11 �- �� -1 - -- -_ . I ....t_l_I ", I I I 11 I #�_�,qo I I I 11 � " " , I I '' ��e' I _ I oft 11.1 I I� I 111� I ____1 ...�.........1��"-.___O,�4�v-- ,..- ,:e,�,� ,, , , - Tr�_ - . 1111- _7__,?11F&11 _ _z _,_ 11 .1-.1 - __ - , __ ___. ....... ....... - - - R.K. I I * �1_ ---- I , � , I � I -1 1� - � -__ __ _ I�w.. *xl!e , t" VI , __& LEGEND � "'. I I !e -_ � 1V , I Ida 1P - .. oto x i� , _ 6N, 'j. 1 � 1 -) -__.___ --- _._---- I.- �� _ _\ .L MUM I.... � ,=_ "lor, .. , - ___ I , , rllc��_11 migziie� UkLoQiol -,Q 2VC - � C, � i !! LOAM & SEED -_ ,�\ ___4-�_ LO - 11 �i� ,�,/ CI i " I S-01 - -_ \ � , / "I I�t I . - -" . . , . 1) I , , � . i 120A "\ _..� I \ __ j I : - � i � . " ' 7RF, TYP. � : i - & SE : 2BA __ -..I'-11 %�l , " \ DECIDUOUS TREE i CI 1 (1t1*1 11 , , I 1 OBA i TYPI. 2AR -11 I �� - -'�L , 1 ! P "_ ",I, \ : AR ; ; CI I .+- 1� � I I 1� 11- 1 I . , . ,� I I 7 ,/ EXISTING 1� � AR *_ ,� \ "I', \ I_-, : 00 I ,, I � I : . `- 3v8 D LOAM & SEED , SIGN I , LOAM & SEED I I \ " \1 I - . , I'll z ) " - 11 TYP. � \ " I 0 1 � TYP. 11 \ ; "I , I 5RL \ 11 I , 11� I � I " I � ! 'j ( / . i 11 11111. I\ \ I � " I I .. .1 1110. � � �, I 11: N-/ � � � I 11 11 � �", I' � I - � , I � 11 ,� ," 11 _ __ - 11�� , .-,--r--r- 6 e -_ - - 11 I I 11 "I - I 1, , " \ � ,,, 11 I : r-,w- I I , I , "I I I I 11 . I , - I I' ll - 1-1 �� � � i I 11 ; I � . I...Ir I I �;!:; �.'�,,�, 1�1: 11 11" I I � I 1 � il I 1�,e�,�� '. " I _';J�11 - ,, , ,� : � I I I ", ,"�, I I , - . . I 8 11 , I 1 �, ,;I 3AC 1� F-\,/-1 6 I I "I I:," I I I ,��11:,,,�,',' ""'._D,�; , L `�, \, ; � � I - __ � 11, �11 "I", I 11", 11 6HY I � 11 � ,� I I I ,,,, � t � I I . . , , , , , I I � , - , I ��,`�-_k'-,�, �:;� 11 � I -1�,],�;�.,F,� �", " I � � i� I � I ,", ,,,", -,",",,,I", , I I" I , I ' ll , - - I _," ,-, _ I I , "I " , I - ',��_ �111�1111 1, ,,��` ""', "� ""I'�,�1,1�llf"4""�'I",""�ll"I � I �,,,, ; , , - , I"1,� I �I , " � I I I, , ,�- ,�, _ , " I - , �'��' _', :_,� "" �, - �!'__- "', , � ,___ � , ," , - "" , , , , I 1: " , , -- . I , I I I � ,�,,, , , _�', '� , . � I li ,""" ,, � ",":�-�,-,,4, � . . I " ......-", ,t,� ' ' �,,5-, 1'�:,�"n,, I �,' , ",""" � 1 , ", "'"' , , , , "I I L I .. I I I 11 11 " � 11 , '' '''', � - - -_ " , - "I �"' ,�,,� , %_-, 11 I I'll 111",,�'111111`�,e��,1�1�11_� , I 1��, I -, "'' , ��,; I ,, ,'I 1. I , 111'11'�',", , '' ,, I -, L t I .11-"I'll , �," --,,�i`,, � 'I', I , I?,,� - I , " I i � 1111111 - 11� "" , � I ___1, -1 I ,,��,,��,,,,,,,,��,�"-""f�,',---,k",��,", , � , , ", _ , 11 "'''' I I � - ,, , , ,,,,, I ",",""L,", 11 " , ; , r- ,I P [ EXISTING _', - "- `,,, - I _�,a,� ,�, I " �,' , , i-, 1 � _ � �� ,,,,,-,,--- ---:,-,,,',.�,��, ;i,:�0,,,,,`,", I I , �,T ,,,,f,tt,,-�,, , , __","', , �i - , , " , , , , " I " I e,� r , '' , I ,1-� , ,/ � �, I ' ' , ,-, ,, , �1,111�r", 1 �,, 1; � t I i� -'-"- " - ""'' � �- , �, ,� ��,, I , ,:" n _ I � I I " ,, ,� I I I ': v ;1, I � , 5�: , , , , , ,� 'L "',`,� , � ' ' I ,� 11 - � �11,1,,,,,� ,�Q i � " , - " , ,-� ,� �� �, 1k I , " I , , " , w�, """', "'�, , '' ��, , ,,, ��", , I 11 "', , ' 'I ,,,vMl,'�`;-', ,_ '11111�l�,` I ,, , , 11 , -- �,,_,,-_ ',,, " , 1:11,11, ' I'll I _ I " :t" : � I , � _ t r, ", . I � , I , �� , � � - � , I I ,\, _7 , , , ___ , I ,\, I j - , ," ---l-l"1111-1 �,�_, I�,,�',� ,_ � ,�,� ," �,/-/,A i, il TYP. I�"I"I ","',,",_,� I I , ,, ,� , ,,,,,��, I "�, " ' ' , '' ,�` "" ` � i,��, . TREE TO BE SAVED, , I A"', 1,,� ; ,�, I 11 I I ,,�... I � I I , I ,,�,�, , �, , ,'' , "I' , ""l" """�' , � , � , "' ' , , " , , ' ' I , , . 11 �:,�,,,,�,,,,,v,� ,,,,, , , ` """ --, -,,�-,�, ,�,,Jt�",m,�",�,,� , """ " P I I t SHRUBS i$ C) G 0 (9) e I - I � , "' ,, \ , " ,,:,,'III, ,� " " , , , , , � , , ��, , ' "' , " ,,"""', ,�,,�',-,"", ""--',, ,,V,,,,`;��,, ; """" '� " � I- " - - ,_,��`_, " " " � � , ,Il" ""'' , , " , - '' , 1 , �, , " - ��"_ "'I", ,,, 11 1`1 , _ , �,,,,, 11 1-11 ,I�1'1 - , ,,,,, " , � ", ,,�:�1��, I "l-I"____`_1__`1�,111`1 I",�,'1111_1,111�1,11111", o , , � " "' ' , !i I __ , � " 1� I ,� '""' , � ,- _1 8HY , __ � "� -_ � '," , "__1 , i __ "","" I�� "" , _ , , , I , I - __ � I " - , _ " � � " `1111 , __ -1 1 �, , I - -111, � � , , ", , , I 11 f11_1 I ' ll, I� 11 111�-"I � 0 , ,, , ,-- ",", 11-1 I � ,,�&, - I I � ,I- -�,, , , `!f,'� , - _-', � ,", -`I,,z,,�'_'�`,� ,�,,� , , "','' , ,,� � ,, ' 'I . I ...1�___� , � ,,,11 §-,,,,,-,,,i,,, 19mm , , �1 _,�� - 1 � , ' ' , _ �,�""',"",� , , ,,,-,,,,,,,,,����""�,,,i�,,,,,,�,,�,,',��,,,,,,,:,,; ,, I �111 - 111�1 1, "" , _ ", , ` - @ 0 �R U 0 I'll 1___1__`_11_1-1 - , ,� 111 I_ "I I I __1- I , I,-------- - "I'll � " , , - _11111111 I � ,� __ __ I 11, ",',:,�,�\�� - , , , ��,�: , �, � ,','� � I - --- �'" ,� �'_',� ,,�_- --;,-'_�_ � , ,, ___ _ I_ -- , � � , , "",��,,�.-," ,,, , I I I - - - - " i , , I- , , 1� I " , ,,,'��, : , , - " """ 1, " " �, � _ i :, , -, - "", � ,�,_',,',I""I , 11'11k�,�_ , , - , ," , � , , ".... .... . ,, 11 .1, 1, -,"', I , " " 11 I �� I 11 """"""! ''I I,,,�I ,""'�;," I I I I I 11 1�1, ,�,V":'_,,', ,,,, ,� . ...... I , � � � ____ � ,"I '' , ' "' , ' ' I'l- , ," " 1"� ,, I I � I I I ,-,, "! I , ,'', , � I I ' ' - ,,,, " ;, 1. � I ,�"�,�:,�,,,", '' ", , _c I'll, "'', � , ,,,�" � ," , , , , ," ,�;' 1'1�,-,,,,, I ,I '.1 I ,�, _,,';',-,�,,,_,,, ,,,, I � "' ' � I I " "�`�'��,,',, � ,� I I , , " , " " :�', , "_�� " , "�,,�,,,,\",�4,," ��,',,��,�,,�,,,,�,�� ` , I , j, I . 17 , I , , 1 :1 � I� �; \ , I , .�, � �1, I I 11�i , � �� 11 � ;, 11'�,�'4111,g" , ,- I I _ ,� �, :2� ,, ,� _ , _: I " 1� -l"" '' ,��`�",x :1''� I 20 � ' ' , ii,_ -------wii,`,�,,, , ,�,,,, I --,,,,,,--','-,�,',�-,,�,,-,,,-�,�',--,,_-,-�"""�,,,'�� � �,� - ' ' , '_ I 'i"', k v,,,-,�"_� , �," , "', ' ' , ,11'I' � , I , " �I I I " , "' , , , - ,I ....�`,'�,, " , , , " �, �11 1� ,;"' ' 11 , �� , " - ,`�-,`�., ,I , , - , 4 � � , "' , , , I . , I � � 11 1. � I -�<1,3-,-, � , , _R,_,,,�� ;�,_,','�, ,,,,,,---,- " , ��, 11 1_111 11 ,�' : ",,J,,---l-`--":",, " , � �11`�31'A�11"'I'll" ":"- ", � I I � I I ' t . N, , I , ,`� ,�, - c:;" , � 111 �` 'I, �11"N, �,"�1'1'111' � 1. 11- I ) i " , "� , I , ?-1,"I I 1� , I I (� , ,,,, -, �, I I 1� '' ��",�� - ������ �, _jt i , r I �I """, , ,,,,,, , � , � � -,,�,�',, I , MULCH BED " " , , � I :-111, � ,, "-, �,K'�',,'��k,',,��, ,� , I I I '�',��_ ",�, :�,`�,'; ,��1�_,,,F'Yllli , " , , I �,� , ,�, �� �, I '1!1� _!`� - I 1� I , � , , 11 � , :, _�",�� ,'' , I ""': �,'� '' i, I�, - , ", :',-.-,,,,,,,,,-,.,,,,�lk""-,,�',�,,,,"�' ' I r"I" I ,;","��,,,_-,�,;�-i'�,�,,�,,-',,,�,"",j��,_ , � - :-, :-,."�l,�0 ���, I- -1 - "I'"' ;�k�gz��_ ,��,,�:_ , "" , , I , � , .... I -- - I -111", , I � �, - ,� , ''I' ' ,,, ', R� �, x �_' -_____ j -_�_ ","111 I ��,�� "I, I , , �, �11 %, I �_',' �� ,", , '_ ,,,-,,k _-, , � ,,,- I -,�':�,�, 'A I'll ,� , I �_ """,1,'� ,,, � ��:��',`,,,, , , , ,��, ,�,"�","""",�_�;,g , = ,"" , ," , _ __ i I '1`1'� , , '_,� 1�'I �',`, ,,,:"',\"",,"',',',',�z � , '' I , � I I " I - _�� "', � 1, " I '' , _1 - "�', , � I ,z I , 1, , , - , , I , , � "I , " � , 11- � I - I 1- 1,,,,, I I � . , �71 - I I I , ��� 1'�, 11 j , , � , , , " , � � " F,- .... . ,� PERENNIALS/GROUNDCOVER I 1, 11 , ,� ,",T " , , i,���,,'�:'�,�, , , ", -�_',�j,,,� " , "I"),"'11"'I"111", """"""O, , ""',"',-,�, " ,1',' ,,,"',,'--',,',,,',�"""�,,,�,,,,,� "," : �''," �,,,,,,, ''�,--',��',� ,�i,,'�"�,,,,�,�,,,,'�-";,�-,,''� ,� � _ -, _: : 1'11�_,' _`_,�"�,'A " ,"6 _,, __' __ ��'; . " , 11 I , , -��', � ", '1�11""", ,", '' , 91, I , , �-1 , , , '' "", �........ ", " , , � .. � �\ I.......f I 11 , - �_ I--, I '11� ,", w-,"",-0, -1 _ ":,,, �,- . 3VC , ",� �, �;- - , " '' ��%,I 1`1'11,11'U�_,, I , - "", , - I ,� , " -,""' I , ", , I , , --, --- � ,� �� �7,�,,,�', , 1 �. : 1'� �, " -'': - - 1� � , �Ill, ,"�, � ,,-,,- �, "� i _1 I � ,!:4�', , , - " ,I I ,,,,�j� """',1"', ,,,,�! _�� ,, , ,�_,�, - �� , �, - , , " I ` , ',,� ��,,,,,�,-4-"','::,<",, 1,�"I'll-,"', � I I " � , - , , ,�': -�,_`,,-� ,,l�:�,,� -" ", � . . 11' , " '' �'' I, , " "�," "" , - , 11 "111'1�1y',"� , I ,� ,� , , � ", -,',,,-`�,��',,�,;, ,,',,,�,_',,,,'," , , , '_ 1��_ I ' ' " _ - I" j, , - - -" , " 1, " _-� , " ,,,, , , I 1�111S�l 11`��' � '' "'"' " , � ,��" , , " I --- , ,,,, ,05,'�� ��_ ", , , " *,�", ,� ,11111,11 , - � - , - I , , "���',',�,,,'' 11 . -1 I -' I , 1'� _ � " 11 � ,,,,� 11", "' ,��, . - 1, ,� " � 1- 11 ," 1, � ", "I ' ,,, I �, " ," " , �, - , � - � , ',z,� I 11� , , ��'��?l, � �,� " I " I I � I ""I �,Pkl;� , ��-, ,,, , , � � � . , ", 1�, 11�I�,1_1'1,1�1,_"111"I�', �, "',-1111' I ,, ,,, - ,'' - � � " ,�" -- _"', " I * �� "� - I � " ,,,,,�,,'�.'-'14"',,,, , ,,, "" ", -1 ,�� ''I' �"�� ��: , �,,,,6'e"' , , , / , '' ,,, ,�' 'I " _ , i , ,,�,l� ,�; ," , ,,�111111_1`1`111�'11111__41 `,�-�`,'�T, , \, , " " , �" ,""M� � "�� :,_m,,I�,�,�'��,-',,�', , , , , , , "",, " __ , "'' , � � ",z"", ��"I _ ��'," ""N' ", � ,� I I , , , , A 11 ,' ' , �,� I ", ti ," "", I "" , ,�� "A � �� I '"'"' , "�,,n�,,,_",_e'�� '�, ",I, I I I � I ," � �� I , r, " , 11,�`_"1'111��1�� I � , , � ,,, ,"" ,'', � . n � "I-1",�,'�ll,�""�,\�,,�'I'��-l""I , - I - , " '' � , I �11 '_ " � I � ��l" �� �,, , I �"'.1--, �,�, 'I"i , , , I I 1�1 I I I '' i I- -, - , T I I I � � . I 11 I 1'� , I I 'r, 'I " � 11 I �111�111111,I 11 - �-"- ,,',�,-,-, -,',,,,`,,��", """, ,,,,,,, I I ,I ,, , 1,""","� �,,," , � �,, , I , , " " , ",/ I , .,�; , , , _ � , '�,',-- ��,�� V�_e,111111__'��,, , , _�,,f"",��, , ,�,�,",",�, " , " " ,,'_ , ""' 'e _ ,,x I ,,_,",�,", ,, � , , " � ,// _',,�," , ,�,�-,-,,l_,',', " ,� A �� " , '111-, �,� ,,,, ,'' � , , , 7 / , , �........ I � I """"', �, , i �. � , ' 'j, ,�,�l,�';""" ""'"' 1,�,,� �-','�,,�,��,,_1�1' ,"""- '' , I , ��',P, """ , ) � "",� - , ... ,� "4 I , " " ,� ...l , - ", ,�, � , , __,� I I _11, '' I , , �It I �11 1 , � """ ,,i,,;�',���,:,�,,,,�:," I ", -,,,"��,, , � ''I 114 '1,1 ";,5�, ��, ,4,, "' 1-1"I-'_', , " " �, , , , 1, , , "i"I" ,I 1. -1,11, 11, 'I , , " � , : ", I �� ,'A"�, I ,11 -, "I � � �, ", "," -, _ - I -, 11 I � I "" "' , , _',," ,,,, , I " , I ��,,,�, ""' I � _ " \ , �, U11, ," ,11 ", � , , I ,�....� , �, � � , ,"", � �:,,,,,l , " , �'� ,1 , 1 , , gy, , " "i" ,. , I " � i, ��v "I'll �, " ', ",� __�_" , IM I ,:, ,, ':� ::,,, , I I I �,-F, ,��' �Z'�,',,;--- ",� : � ,f , '' I _�, �'' - I I� -'r � - ,��� _`�: 1':1 ''_", , ,��v _ " "", "'�,�,,,_; � ,� , , , , , , I I _�__ , 6�'' I , " 1 _ 11 - IP I""", 1, I ��', ,�,,-,"'_ , I ,A,,,'_�,,,,'�""',� , %, �, "I ,,�� 11 '11, ''"I" ,,�q-,�_ ,, I", " , I '-- "I��l--",�""�'�'I'll"�'I'll�,�"I'�"I'l",��Ill,"', , , - 117 , , ,� _�i : , , �� , , x x , , 'k*, ,,;,,',,,,,, _i,'�,�`��," ,-,1""',"`,�f,_ _�,, 1� , '' , , , ,-i �� ... , ,"I , _ ,,,,, � "", "�,_ '' � " �_ I? I , , " ��� '! ,�,�"""�,,,�,,'�,-�""",,�,,5,�,',' , ",11 1, '. , " ," / ,/ � � � � I ',, , , ,,�:'', , ,,� " I , ,,,,,, '" , , , , � " , " ,I _12-11",I'll_11,11,111-1 11 I I"- '1111 ",", 7"� , , " , ��__l , I , I " :,� I j","" � ,� , -, "" , -'I "� _,_ _ � ' 'k i � , '' 41 "_ - _ � - " '' _". �_� , ;__� , ,� i ,_ ,,, , , , ,'_,� _ � ,,_ _ � I " , I �, ,,,, � _ , I �, ," "" -I , ,�, , I �I ,, � - 11 11 : , - -l_�, "',"", �, _�,��,�......1,'t , 1�:,,,� I ,?,A,1,11,1','�'x��, " e"_--l- I '. 4 . � � ", - I I '' /�//,�// ,////, , ,���`,�,,,�,`n , "I' I I I I'll . �, 1��", I� I I I , 11 � i ! � �, I - " _,,, ,0, � ,V, 1. - -- ,�," ,:,,K',`-,1,�e,-,,'�,,---, _� � " I, - - � , 1, I I 111,11- % , . '\ �,�� I l�, ,,'�,i�,,,,�, ,,,� � , 'r,,11," "",1'I',", � � ,1 1, ,_1/1�: I " ,,""""'I'll", ,' ''l'_ ,, , ", " � , _ , , ,� , , I Z_,` ,n�:"' ,, I I , , , " I �",I 1, - � " """"' , I I �i , � I I I I I I "I', 11 I I - I I -," � I "- , " I �, I ,"I_,", ,� , " , I I 11 "' " , �' , ,, , - ," , EROSION CONTROL SEED MIX ; �� "�, , -, � I I I , � , ", - �...... ,� I I I '' , , "�_ 1-1 �111 I I I I � , 1,�," , , `i�,,, ,�Z'�,,Mkv, �,,,,, , � _ ',',,'��' ��',;, :�.', , '', ' ', � , , I 11 I -ael'"', �, I I I _'n:' '�,,1'� �,� , ", , I I ", , - I 1, ,�,� '3,,�,�,,_ ; 1111� _,'' ", I I I 1,__ � _� � , I "I - I'I, I -�", �1 � � � I ,, , 1, N � , _ _ ' I I �-,,`i,',,'�k��_,`,�� � 'P" ,i,,,,�,,,,, � �,,,,_�", _�f'_',� , � I I I I ','� , """, _ -- ,,-- ,�_, 1: , , 1--', -,,,,�`w,-�,,� -,I I , I 11 , , 11 I 11 11 I" , ,� ,,5 , , "" ,� , � ,,,�," , , - I � �; I - I I , , I , "� ,, 0� -1,�,"� ,�, "I"11,11 ,\ I" , �,"���?,�,��', ''I �,, ,,�,"�"��,'�'.",',,�,'�,,�,'�,','� , I ,"'' ", 1_ I ,� 1, ��,1,"_� I - , �,:T ,�', " "I 1;"I" �f ,�",'�,, I �1, I , , I 11 I , "Iz, �,, -,4 ,,��",���Y',��4 �,,� ',,',�,���,,��,,,_� , , ',, 11, I '' - 11 , I " I ", " � , 11 � _1 "I " , A , ", � :,� ,� " I " _ , , , ,� ' , � � , I I _�'_" I 11",� , 11 ...�, ,� , , , - "" " I ��,,,',, 1, ,ov� " ��,,, I I I � � "......�`, w1j?":,� , I, �,,l� -"", ��,. e, �, ,, 1�1 , ", , , �_ �_� , , ,5, , " , � '.0 � \ �� " , " ," " � 1�% - , -, � _ ,ll, ,", - , � - ,`�",' " , -, ' ' - -, ," � , ,R0 , "', r , , �J � / , , , ��',,",,�,',,�,'�'��,�'�� '',,'-"',�,� � I ' ' , " , 1� � 'I, - I � 11 � "I'll � "I ''I ""' ' " - �, 1, i,,�,I'll',1� , - �, , ' ' ' '" , I - 11 . I - I , " - I " I I 11 , Z:,;� �1_11111V" 11, 11'1�,� z 11 '' ' , �' , � ", �, I '�'% y;,, "I ,u ,_ �� 1, I'll, . 1� ---------- � " �_`, 1 � 1 )� -�,, _,� "',",�',,-;', , � �� 't"""', " ,� , e . I 1 , �,;,� , , I , ,,�,��," ,�",�"�' ,��_ POSED", ' STOR),,,,,,_, � ,,"_'� �,� , �, � � � __� , , , ,11 -:�,,,,��: f,,� ,�, �, k �11 " ,F ,"'k, , � ' ' , , ,,l_ " 0 , //, , I I , 3- ',,"'', , �� , , I - ,", " '_ '�-;��,-,,,, I 11-111-11 , - " " _ ;� � ,� , _��_ " ""I", I t I �1 , I I , " �,�il�`, , ,,�::� I , �:,: " � , � , _"�... ! II/ � , - 1,�,,,,','.�11"' - """,_': � " ",;_ ��", "", � '. "I"', , ", " " I "" � : I I '' - 1 , , - , , ,�,� , ��"�",-5-""-��,�",:,�"",�,:,,,�,,,�;i ,�ll,""'',"�""I�ll"","!,�'' , � , ��,��"", ""I �, �, , ,� I 11 I ___ , - , , , � , _3 , I '' ...�_ " , �� 1, ''" 11 I _`�, , , - � 1�1 ; "", ", ' ' "" , I , , I ,��, 1,'' " EXISTING I � � � , / "' - , � , "'" 11 �, ` � " � 11 � 1 , , . . �, " � �� ,,�, ,,, �A_ ,t , I 'I,, ,,, _� I I,,,A','� � "' - ;�1�111'1�1,"',", _,, \ " � ��,i,,,�,�,,,,,!,,,;� , , " "" - , � � ,�i , �,,�, � � ,�, 1 -11-17 _�� '', " "� ,� v, �,�, , , � , " I , �� -1 �11 I "__ I - - " "I ' ' - I , ,,,- ,,," ,1-1 I 11 11�, I 1 �`?, ""I - � 1� "'' �, , �,',,`,,�,",�t, , '' I" I � , -11 -11,11, ,� ",i I , � 1�",, I , � , I !I I I I , '? iqf I � !L; / E',,�"` -,&',','A,,�,�'�',� ,;"11,'11k1 �� ,�,� " 1, " I , � i TREE TO BE SAVED, - , I "k'z" , , � "_�,I I ", I I ,,,, -A " -_ I , , i , ", , , __ I � , , "..","", 4,,� ""',"",�', �'�' ,�,"_,� �,\\-, " ""' '_ i � � I - I" I -k,"""_, ,-,?'' _- 11 1l , I I 11 "I �,,, ,�,",,'' , ":,,,, 'I,"`,',:,'1111, I'll " "I" � "'!I 1, ,�...........�Z� 11 "- , � ��, , " , -�,,:',",,,,�,I �,,'�M`I�",I ,,, I I I I 1, �' , , "111","I"'I',"I'le"'I'_"I'll� TYP. I I - - I I��-, ,11� �,�, , ,�,,'�� I 11, 'Im" -1 I � ' ' � "ji I ' ' '' ' f 11 , , ,�, �� , , , " "�w 1,7",� , I I " " I" � I �, "Y'� , ,���, ,�,:": � I 11-11 , I "'W�'' � , " , ,,,� - I ''I , 1-1-1111 ' ' _-, ; t ,' � n,\1,11'' ,"', _� ,_;,'' �� ,�� , , 1, -K_,,, ,;"i", "', I I 'w�,`� 1�' 1'1f�, "I ...... ,, I , , �_ - I- , �, �, � I � -I n��,� �_,,, ,, - el �: , , I I �,,,l�,� ,, , , , /_ ' ' " � , " , , , �` X I , ' " " ', ,,�, -,, ,�,�� �� , ����""","",-",�;,�',,,�-,��,,,,�� , - , ";_ � ,, "�,�� 11 , il , 1 ," � 11 , , , I! i /, ___ , , _,, ; - I , - _, , I - I � [ , , ( " , - ;�,,- I , � .;,n,%� ",�," - , - � , , I I 11 11, "'' " -,J-,_�_ , "__,�, , , _ , � - I ,,,i,�; ,� ',�""�,,,`�,4' _�,;, 'r,�l""K�"' 1 , , , I I 11 �111 ,_, _ ,� , '_ I 1� - '' , PI "', , , "' ' ' , ,�x , , ""I, , I "," , , , """ i , 1 / ,,, , "i I ,,`,,�,,, �I -$�_�1'1111 I," ,, , - I 11� ",�',", I I � , - �,, ''��""'11, , I "", I 1 �', I 1 - I I)� I � , , 15 I I - I I ,_11 ��-,, , '..", I " I ,I I , """, , , � , I M--,,,,,,,, -,, , ,� , I , �, I I��ti_I','' "I"1`1 1`�11'1`1'11� I , ,, , I I 11 I , , ", 'T".11" "'I'l�14-1,"":I, I ,, , I , " " ,,,,, , �_ , , " ," ,, I___ 11"",,,,� , ', ", " , , "", , _ , , __ �, TORAGUACILITY11 - � � "S"' , -,:" L1FE,,:,,,S -, , " , , , ,"' " , " ," I , " - ,� I ''I'll, I Z'' 11 11� _ I , __ ,,�,:-,,, , , /I 11 ,,,, - w, � -, �- I �� "'," ,;l ", , � , , -,��,,,, ,,J,,,,�, "I I �11 '�,,_', �, � '�,,',_�11 - , `,�,-�"",-,,��,l� __�,�,, I 1, " , � ' _�,, I , . " , � I 1, 1, I'll I - - � , �1111 _�' - � " _'_,��_ � 11 , 1, � , ,"" , ,Ah" - I f_ I I " ' , - , " , ,� I I I - I ,�� I I ""' , ", - I I "I�'�i,,",�,",�,'���,,"�t',,",',,,-,,,,�,,",, 11 , I—, ,,, ,,''_"� - , ��, 1 ,� , ",",�, ,,,, , , 11 , -1 '' ' ' ��, , - _0_11 11 � '; ,.�, ,,,,,,,,, , , �� ,�� 1�,�, ,,',,I,�, � ' ';, 1��111�,,�_ �, � 11 � ,,, -,,-,; , ,,�,,;� , ,;� �1,`,"',',,, , � f , �, �, , � I - "I I "I'l,"'11'","11", I ,i ! , 1','', I " I �� , ,, ��___,,�', ',�� 1, , 1,,l "I" I I ,,, ,- " �_;�_S_"� I I , , " I , 0 a , 11 _ ,"K" - - ', � �, " % I ±iS �,,, ,,�,� `� ,, , 1 A ,,,, ''t , �, ,, " ,, ,,, g I � , - , ,", - 1 � , , ''I 5 , I I " , , - � - , ,�, I 11, I I ,� - �� � I , , ,�,,�,-"-"�,,,,,,-,,� �,��,,��,,��--�, ,,�,�,, -,, ,,,� 11 F'�i " ,','A� � , 1-1 I I � " �, _ , , I , �,, I I- , I I , ' ' , -/ I I 11, �� � � 1 __ _,"A", I � 1, , I I 1"', c, " ' , ,; I 1'�11 . I ",�1;,""', , ,,,, �,� _L I " I "I _� I '' , I " M��,, '_,�"!_, , � , , " ' '', I ' ' " "' , , � ,� , ,_,�, ,1_ ,- I 11 "I' ' 1 �,""""""'I"""', � i ,i , ", i I I � , '. , , � ''r�,',,,�,',,,"',,�k""' I ��,_ ��," ,,',,',,,,' . � " I '' ""' "', - ' '-_,�,,Y, ,��%' , `F ""FO OTP R I NT,`,,,,`�� I , _'�, I- � ,,,, - " � '' ti_,',, , _i�'_',�,E"'k�,,',, ", -, ,�-,,v,,�,,�,," -, , 1 : 11 " lif "i , , ��, , - ", " I , ,,, �_,,,' ' � "��/� , I I , " 'll, ,,,,,,,,,,,, ,,, ,,,,,,,,, , � I ,��,,,�� ,� " ,, , ,,, ,,, 1� I � ', I __ "" '' , " �, 11��!�11 ,l,l��_�:� _� �X/ ( � I " , ' ' , , ,� AG":078 � , , T/ , ,,,,, , ',�,� ,� " I - , " I �: �',�_',.��',', 11�, ,,�,�� ,� , � - " z I " , ," 1 '�, ,,, 1, 1 I � 11 1, , � 1'�,, " , , '', �, �_,' ','�,,�,111111_ 1 -11, - � � -I ,,,,�,�';` - �,,Z ��,' , --,-I'll "'', " �,'" 11, ;,,,,�,,',-,�, ,,',�""�,,,,,����, ,� �'i i : ' I ,,,j! ' ' , , ", , "' ', I I ,, "Ill' ,_,�,'�,��,�,�,,' � �_� ,"ti, , , _"� � , , , , , _' , I � I z , ' "' I _ -, I 0 I __ ,,�l,`A\ , , 1�',,, '' 'W . I i - - ,,,,-,,,, ,,,---,- ,�,,�, ,� 1, , � "'"' � ,�", , , �,_, �'111� , I , '_ I _�j �"'��!�",l�' ,,'�` ," ,, , � 11 � i-i , , 1 "' ; / ,,,�,',,'&,,,,-��,',�,',,',����"";",;......�,,,�,,,��,,,�'z�,,�i�,,��,,,�"")�,:, ?""tw, "" � 1- I I - _1 I "� ,, , , - '�, 1_ , , , I I I '__11�ee',% _'�_ �1'1 11 I'll,�""�,��'�""--,""""� I H "I - - - ��, - . �,_ _ , - � -4� 5� 1 1 1111111�,� �',��'' _"1'1_11 I", 11- 1 ,�,,,,',,"�'!t,'�� " , ,� i I � /K 111, U I _ ":, , _ �i,3, m""',"�,_�`,f ,�'kll."I ,�', I �, ' ' , __ �'_ ''I I , I , � I i , � ' � "', I 'll �,��,11 '', I � I ,"'I'__ _ , , �,,�;i i 11_4 1 �',�" " " "" ' '��, ,e I'll, I ,�, �� : n, , � "I " ,',��,� �', : , , ''Z11- , , 1"I I , ,,,,AKF , �, ��, "I', 1, �.,v� , , �", ",� """ � ;Ai4zl� , � 1�1;41,111'1'cl��7�11_"' 1, I I �_ I , , _', I " I I , , '', "' , , " "" �` 11 " -, ,,,,, , "",I" : 1� I �,, , I , , , , "i"', z �, I 11 "I �'i � ':",,�,' - -, , J , - "' l� " I �, 4,1,111,1,1,,_� �_,�,� : ,,,, , :-� . � i , � I I , � , -""��y _ ' � "i � , ", ;�,,- , f ,)�, " _,,-",';""`` "_I , 11'1,��_"� �, _", I , " , ,�, " "' " " _ �_,,,� 1�,,�, ,,, ,," `,�,� ,,,,-, , � ,�', , �,, , , . , ", " , �� ��,,_ , ...111,�,�, ";,�� ,� 11 � __ , ,�, ��� ,� """""", I �/ ' '' I I I ...�,,, - I' � I'll , , ' ' I , , '���"I"�,,�,�,�,���,,�,,,,,�,,�,�,,,,,,,,, 1 ROSS ' S'. ,,- ,,;,�' I ": ,,��i,t,,,: � � '""',"", reA'G I 14�,,� "'"','', , """' ,_ _ � "I ', I," , �� ,� '" ' I ' ' , , ", I I 1_� e � , , - , : CORRIDOR �,," 'I � � I " I ,,�,", -,,�, - , ", �_ I , , 4 - , ", ,,, , ,!, �,,,,,, � _,� " ", , , �_, _ "' ' , , � _z ,�!,, , �, : I 1:1`1,1 w',�,,,�,',��":"` , 'i , � 1, :, 11 11! � I I ,Yll,�", ''111�')�, (90, 2341 , , , / I I �` ����,�1,3f"�',"�,",�"-'�",, "I'll'" ', ,%'_ 1z' ,/'0'i , , , l 111 .......� , 1\ i DISTRICT ,,,�-- 11 , 1 , ,�;� ,,, \ I I �� �', ,*,,',,�,,�',l", ,� I 4 " ,�,,�! _,_ '' , , , ,�/ � ,l� __`e,11,111--I, , �-1,11"_ I � , ,,, ,,,, , I,I-I'll, i �,,;,',, " � ,, 4",�,,� ,�, ��:1441�� '1� :', ,�, 1, , , -�,�,,-,-,,,,""�,,,,-�,,,��,",,,,�'�,,�,,, ,'��,,44;';_��, i,, , ,,:� ,1; -',��",�,�,'"!......,� ,����4- '11� , ,� , , t �4 . , '' , _� 1 4- ��_�_i'',--�, I " ,, �� � � ,:-,� ",,� , , � , -� ,� ," , 11 �_',,`i�,',�' . i� " "I, I ,. ,,, g I _,", ,�� , I I 1 , . , , , 11 , '': _ � '' I ,, - -, " , ,";...,T I - I ,�:, �1111111_1111 i I 1, ,� � � ,�,�i"', , ", 11 N �i .1 I I I ,1,`A',!�, , ", -,v ,�,--!> �,,���,,, , , Xh� ,� 11 � �� NS I . I � ,,-,,�, ,, , _�,111'1,1,11 �_X,�___ ,': _`k -,�,� , - " " __!:; , 'i" - ln,' '� 1 �11111 -, , i � �. I . , , ;1'�' �'��,"' ," I-"' I I I I , I , �, ,; �,, �,�""',-,"",1",,,, , "" , I I f;, "'' I , � ' , , ,>,� �, I " , , 11 -I"�, 11`1�' :11 - - , , �, I / " , _'�','��'111�"' l � "4 , � �", ,,"",,� ,,,, �� , ��, 11 `,-:,��,;'_' I I " , _4"��, " 121111111111111 � Ir"m j ,,�, ,,I _', , �'� _: U2 lvzl��� 0 J �,�, " "'�;,11 I , x;,__ �,,l ,I ,� ,,k,J, ,,1'1'1`11:1'1"`�'_','��, q� li INR , �,w� , ", ' ' , 11 �, - _� "', 'I', ,�" ,� � ,,� I -� �,��",�:,�,-",�,!",�""'',', , ��" 11 I - 1,11 , �-,,� , �,; ,- " , 1, I , , , , , 11 1, I "I I7";�"n'," , Z�........� ,1�� , ,: "I'll , I - ,�,` I - ,1111 "l,", I I '�Z, _,,,�,,�,,�?,`� ", � �J; ",,,' ' �; ,q,i ', , , " i " � I I ,,�I , ,,�,"_,,�'-, , "' , , � , , ,,,�,��,',:,� "� ;1 , "q I I 1�', 1�111clrzff ,_a , ' ' ", ,,,, - - - ,3, ,,�,�,, ,"��,��`,",�',:', ,�"'!', �' , � , I I . I ":"""" !�""�,�, I � V-_--- 1: �" ENTRANCE CORRIDOR 11 I M� ,�, f-RP,,'�l,,`,,�,,,z '' ':: �er_ ,,,,, � 1 , J, ''I'l," I �, .......7 1w- irj,�,,,,,"0t,'b l" , , :"��,,�""R?l` ,�','."", " ,'11z", 1 11 1,�1�� �,�� , 1, , ' ' , ,,, //x, , I I Er com, , , -,77 ,,, 7 / 10 ,r= : ,;,I I=1 � ,, I'll � ,,� - _ ='�,�wl,= i ,, I * 1, , � - _.�, ' ' ',� �,-, ,4��!,,Z�;��k- ; i, �, � ,,,,�� , 1, -11 I , _ _ ,� I , , " " , , , , � - ,-.- _ 11 I � " , I "I��'111, � . k " � , - I ,�;11 � , - I , I _� -,�, i " 11 ,e,,,,�,,,� _. I 11 "I , " " , ''to , " '' , � I 'll, 1, I I I I -/�'' 11 , , r� _�,� 1 115��__" : I " , I �,, ',�',�'kl, , �, �1; klmw =0 : I r7l,�� I- .L __ � - ' ,; �,�,"'�� , �,,_ '�� %,�.� "', , I I I�,I� - 1� " I '�;'__, I I I'M , I , ,� lx"�, ,-,,_`',',", " , , ffM= I "" 11" " 11 , , " ,�` ,�,', I'- I 1, � I " "Ill, ,�, � =wA____0 I '-P -- I I I _l ,, ,< ,",,,��,,-,,-�,,,,���,�,',,;�,�,,', � , 1 I ,� ll,_ , , , � I 'e_, 1:" �,_,�,""�-,, ,2, '" ,, ,l=,,gi , 1� �w M _w 'I'M �,,_ ........ t� ��,, , , """, -I""' '_-, '�Z71=1'�":�`=_ ' n "t I " " '" ' "' ' "" ' ,w dWIP,; o ,-, -, I ' ' , , rl""r...� I =11 jr L) ��i'jll�, 1, I I �, " , - � , " , , , - '�,,�,,,,�, a�" 111=1 ,z 1� - l�� , - ,',"�' F ' r "�, � "" ", -.,-: ,� - I - I "' , I I E."I'll ,! `�k� "' " I , � ,�:,, � , 4 ,- " �_ " , ��11 ,�, , �",4, "� " -_ , �� I I OVERLAY, DISTRICT ; "I"' "' � "Ill I:E�ill_",111�1 '. � ""', I �0�1_�,' r , ,� "I I ="F, / I"I "I,a,-,,2",,','�,�,,,�,`,`,�,, �1 " -, " `' ' �' " - ", ""�,�,�`,,,, l, ,� , E - 3 "i J I j,1,1, 1"� I � I "_�- ,,",::l , ��� ,�, ":;_�,� "I , - , , " ,�� ,� ,I I 11- , w 1, �__ r 1_4�___�� ,11 :,;,,,�ri,"",'_ , Z,,,, ,;,,,,, , .,"."', , � -��,, � -1- I� " I'll I 11 11 0, '���']6,,,":, I ,_�\,e �:�"'l , 11 I", I I I � � ,"'', �_ _ , I 2, '1 �" , ` I�,,,;W�,,,,�,,... I I I , ��,,1�`��`�� ,", ," , " ,.'' 11 11 '_' , I ',,� , - I I 11 I :"" LEM M, ="mmm v 11"_";,�':��,�, 1�I I " """ -, lj�','�� -, -, ��": �_,_,, , ,,,, , -- "' , , � 1 `4�,�,�",�,;',,,i " "", ' 'I , - - '' .. - ' i (z, (I 1 : I 11:�,I 1, I 1,"'," 4 , �'_ , ,,,, , --,- � "' �V�,I, "I i 1,, -,�"', %,�, I- � :,,`�,�,,,--"_ ,� �_ , , �1_ - 11 ,� ,,,, " - ��", �,,� " "11 ; I _�__,_/ -11 - ___7' - , " % I � � "" ""',�,", ",-", -,", �,,,,"�,�,,*�,,<,�', , , " ,\, _ - I �111 , I 0( lz�� , __�� , - , , ,, I"` "' , I , "I "�' ,�, , I"',- ",,`,"�4iv',1_",_,1,:-,�"��� , .-- /------ .-.--,. - �, ��', I", I I ,1_�, - .; I I 1,, " I , " _�,,, " ,- ,�� I __ i : ,�,�� , ! ,I " "�1,l" , ,""' , ;e I I 1�, I �;11 I / ,�l , _ , I , , 1`1 I�,; I 1 �7 _� "�11"- "I 11�1 ""; I I I �q-'I- X� I 1 , A " /�-x I � , _�- �,",',�-!"-z,",", ""'j,", `��......,,,,,,, R�,,,,�,, �','�',',,,_";',,�.1,,:',',� �" 1'1,;'_k �:'11,1'�111,111"111,' �I I 11 , " ,� "� .1 , * , ,, " "' " � , , � ,�,�-,i,e;� �,,,�,��,,,s,,,:,",",,":� I I '' �,,,,__, � , I �,�, �, " " ,�, , ,,�,,�gL d4t, 7"',", , 111 ,�-/,,,��' , ; , "/ � � __ I ,� 7 i" ''I I , "' � , �,,�,11, ,1'1�' I- ,,,,,,, ,,� i I i i C . I - � 1, - - 1� ,1'11111, "'� , , -�,,�-,�-��-1"'�l""��"1""",�, , I , "I - ��__� 111111� ,,',,:," �:��', _� �", "' `�`,�, "In -,, "' " `-t"�'-,` -`,�', 111" I I � I I i I I i��," 1_1�1'111 . " -, �` �' 1` "I , ': 111'1,1_111,�','_`� '' ",, A , - ''" 4 "', ",",""',�, l �111� , , , �_ I", �_', I ,,,, , - � ,",", , ""'I"P, 1""', " I I I / - - t, ""I" '��,,,', I I I � - � ,i,!�_l " �--- ;111 , _ I'll, I 11 �'_� _ �,_ " �;� 11 , , , ,", I � ,��e""i,�,,' "', � I I-— , , " � J ;jf �W I ,�........I ......_,��i """'O" ,� " I 'N"', I ,� ,� , �,;�,, � " . ; ......� �R� 11- - '', , , I _11 I ! : I 11 1_1 I 1, - i i . 4�,� 1 ... , , I N A �/ . : ,,, I '1� __ ,� _0 ,,, ... � __ � , - , , "" ,,, ,, I - I , ,� - d * ,,,,, �_ _,�'_',�_ � 11,� , ,, "", 1, �, I , , " I I '' � ' 'i I �, '-,"""", I ' 'I , I I I �, _, ,", " '""' ,, . " _ ,, lllll�,',� I , , I _,"', _"1�11 ) I ( . I r � ,�!'!if L,! � :"�,,,'_:_ , , � -l", ,�,: , ��_� � , ,�,, �,�,,, I I - , , . I i , ,,, I I I 1 / "I CARLTON M. I I I 1,, n 11 , , 11 I � �� ' 1, I,,,, , 1 131 1-�"I-, , 17, 1,�"'," 11-71-4 1 ,I"' , "I"I", ," :"i , - ' ' I 11 1�w� '"' I , I I ,,, , ". � I , , . , , , " 1�IS ` I �, , C� ,,,,,, ,,-- , - - "'', � I��, ,,," , 1 I I 111�Ql ! � !f�!;'Ii!l : ,,,,,, ," �, �, // I T" , , i , _;, , , , _ 1, , ,�,,,,,� , - �,',_� � ,-�: ..... - % ", " I _� -, ," - , � , , : 11 _.', � �, " __&,� , '' ",� " �� , '' " , I " , � �', '' , ;� _� ,`,,'�, ��l:�", �,""",-, , ,�... I -,,",,,,, ,:� ,,,,,,-",��,'�",'_A,,,W, """, :�,�"`, � , , , `,�,,�,"', " 11 ", I I - - _'_: , , � , " ''; , "' 5 ",,, , �,,� � ,� �� ,'t , -, , , -, " , I t / I � ,M '_'�,�, � -'' , - , _ '_,� , � I :,,��, -,�,,, ''�", ',�,,,,, , I/ � . ,�, -- ,,,�, � , I I "I�_1,1,:,�,�,�'-Itl,���,�"l'i",^,��,I I , � , I, I `,,��,,,' : 11. I I'll - I ,,, "I�1, I . t , ___,_1 I ,.,., , �', I,,�', / l i ; � . i � � I I , I , , � _�, - 11 "� I "� QUINN 1�4 ��', , , � �:�, �, '' " ,� , "-�:�' I ,�_':111� ,,, 11 �, � 1? ,�_ I I "'11�1�11'11 , ''I , 1` I ,� �"�-, ," ' ': , � ,; , , , "' ' 11 : ! . I i I Xi I , ,,, :� " ""_, , -1, '' , , "1, - " "','�",���,,,',-,-,,�-,,-::�",',', "I" I�" I � i,, , , I- � I ,� , �', " I I 11 "'I" " """, "':�,� � ��, , i / 7 L --I I �, � ,�',,�� ,�, I I ,,,�,� �', , I " I 11 '','__ I , f I ; I ; C VIL (4 . 11 11 � `�, I . � , , I I , I , ,� , ""I" , I " , " " ; � , � " I I , ,,,, 4 -1 . . \ 1 - , � " '01�,,, 11 I 1 . _ 1 , , " 11 , I I I , : 9923 , , , ��_ : I � I : I I � i � I : : � i ��_ �� ,i" ,-, �ep�,,,,'' e� _,""', �,� I, ���,' - I I I ` I I 11 - `�'_,', !, '1� . I I_ � , I�:,,,I.1",k .,,�, I I 1,y I � , ',,',�, , �,�,��-""�,,-,,',,�-�"".",� 0 ,,,,�',",,�,�,��'--,'�,"t",""",-��"-"",z ' ' , "' , I -1 I — I , - I 1z1_111,1_11' ' 'I'll, "I , " "�,� I , , I , : `1, , , , , , i ��,��Z* , , , , " ," ,, I � - , � , " -,�,,, _'_11 - I I '%, ��11'11,��,"I _ , ,�,, , -,'1 I ,- ��,";;, I I_ �_ �", " " , - " / I - , , � I I - ,, ," , I I I, , �' ,,� 1� , ,�, 1, '*- i . 11 "", � I I - , , � - I , - , - , , _:�, ",�, ,,, " ",,',"",,-," � , I , ,11,-,�,`�',,,,,,�,- ,,, , _,",, ,,,,,,,, "', , M1 )� � �-_':` ,,�,�"" � , '4.1;",�� , ,,,�,"� ,", "I I , "!_, ,� �, ", , -- """i,,,,,,,,,,,,-,,,,,,, , , ," 11 I ��� � � I I il / ,__�a; ",,", I "" , J � , � ,��" ,,,,--,,,, ", -11� � - - � , , , , �, - -� ,,, " , ,'�,,,,�'.','4 i',,��9�1,�, : 1'', _vll�l 11-1 I �� , �, � ,, ,,,',,, I, ,�:,"',."', "1," � g,,,, , -�� -,��"",i, '�� 11 ,,,, , , ,- _:�"',',,,�,��i, , "I � / ,� _ _ I - ,,,,,, ;;_ ,:::"" _"" ",","', 'r," , � H , �, - ,� ,� - ri��""" ,"",, ",',,,,,;, ,�_�,,� ""!"', , " �, " � 11, " I � , I � ","", , � t, ";1,�,;,, ',�,�,,,�":,,`�"'��,",�, ��,,, `� 11 ,,, ---':,, ,� , ,��','�" , '' "I ��,,":,"",��,,,,, � ,�,�_,", , I / � , , , , , , A-, -- - ,� , , _,,�''i, ,,,, , , . � ."', , ,., � ,,�_ � 'o , , '_',,�,� I "j- " , , ",, i 1�!;:�i i , " , _", , _n, _� ! , ", -,,,��,�,,�,�,, � I . ',�," ,�,"' " , -,��`,""",` -�,,,,� , , , , i �,�,,',��,,, , , , ,',,'�,�,� - ,," "11111-1 "I'll & I �, -�,J,�,�� " ;( I j,,� �,,�� 1 , l. X - ",,,,,,,,,, ,_", ... , � �11 I � , , ', ,��� ,�-,,;,_,,1'_,',` ,�,��� :" � I 1� k ; �`- ,� - " ,��', '':�� _� ,,, , .11, ,,,, I ,III "11", ,�!--*�,& -- ��,� ,� , I �I - � - -� , - 10, 5, , , " I'll , � �, �,� . ��, �_ ,,, �,,,,�,�,:, , "", , ,1, � � .. � i / ,, , , ,�� ��, ,,, "", ,�j,� � I ,I,",�I, ,z,,I I 4' '�-,r,,s,�, ""'' I'll � ", � � I I'll�,�_1'1',`��1,,�v I I I �� - " , ,,, I ... ,�,,,,, �,, " I'll I I " , � � i E3 1 1 , " , ", ,; 1 " , ''' , , , ", '' '' , ' ' I _i" 1"', � , " �-,,� �, � I I , �w �� z,"," .11 11 11 ",�, " , ,, � I I - 1 ,� I� I � ,��, - �� > , , 4, , ; 11 ,�*1�,,, , � ,'_,,,,� �'.......I ',,�,1 I --!!" "C ��gw " I I 11 , , , I I ", ,�, I ,� n ,, , I xvll, "I I" I ''I'', I ju�l . , � , � , � �" , � i , ,-�:- " """", "", f I 1, ��,, _',�, , 11 ,�, I I I I I �, , "' ,j,I 1 I I "'E", ,,,',, , I I : , I - I , ,, "M �,-`� -`,,-�`,, -,,`,,,�, e j �. , I I - X, ,"" , """ ,, � I I, -,_ , , ', , , '_ , """', , �� " � I � � " I'll , � 1, , , ," ,", , -) _-,- -_ 1� ", " ,, , , , " '� I �' "�:", � I I '_'X�, "'' , "I'll, � � "I � ,,,,, - �,,,-�;, �-, I , ,�,�, �', � � I _ ,,, , " ,1 i ( I , �,� ,"" I , , , I " ", 1��,�""",�,�, '� �;�,',,,,�-�,,'" � ,�,��,�,,,,M,�,',, "', " �';`�,,�, , I , ,, , I ,��,, , �, ", , � - ,"' " , � ��,, ,, , " , ,6 ,J�',-1�_, I I ,,��, �-�,�" �,., ,,,, � , ; ,", ,�,� I I I I 11 11 -I .,,� �4 1, I I , ", " � , '� ,�,a , , X" - i I/ ,I*, � " I , , , ,, ,I i � �,�111'1,1',� ,I���!�', , I - �� , ",I 1� " - ,�'�� I � I , 1, 1, z" , I 11�,� �N,t, ,,,,,� �,_, ,,,�,�" ,:," `� �,���, - "b ,, , , P. " i 16i I I !I , - -, I, " , �` , " ", , ��_ L I , � ��,M, , I ,I , " I 11 , ",�`,",",-,-,,�-,'���',' I ,, '�,,1-I , i I,�;?�, , � I 11 "", , " � - ,, , I � I 114 I I ,,111111,1111,�'4U!111� " � , � 5�' " I' ll, " � Pq I � . P 1�11'1�1�,�1_17, ,,"�,�I�k' 1;1 ,�111111�� ll�,,, , , I , �,;" ,��,",��_,, , ,�:, � , " , I'l I I ,�,�',',-,,,,, ;11"'i", � ,,, �, _ _� ,� :'' , , �, �"" "- -_��,�� �_ " , , ,", ," - I � " "I"'I" ` , , �, '' ", �! ,""I"YPT, T,�,�,: � -&; _,''-, A """, " �,� 1 � / � , "W I I;-/- I I ,'I ,I , " � I I 11 I ___ /I I � I �,,,,,,, ��, ,,�l._� ,�;,`�'��, ,',;,,��',',� , _ , " , , , 'Ie 1�"' , � I I i -:� 0 I ""'�',,, ,,�',,�-�,z _,"",�":, � 4 , 11 , �' / I � ,, "r;, �" ,, 111, \ �11�,_1`1111 , ,� ,,,,,, ,,,, " � , , , I",," ,,,, ""', I , I � 1, I ,�, ,,,�,�1,""',`�, """'� �� ,� I "I'�"y',"'I"'1711, � ", 1 11111111�1 ",m';"pil,� ,�," , ��, , -, , � , , - " � 11 ,,, �I I \ �� , , ,>,, " � " , _�Z� , , �11 ,- I'll, �t' ��, , , ""'"', A',- �, , , I I I I—11,e 1, i I �_`,�11111� ", I; , , ,OAM & St. i '1� "� I ,,,, , " , _�, - , ,--;,- ,�_- , "�,,,,� ,,,,,, , �, I �11�11 ,�i", , , " I 11 1," , ,�,, 1 "I"'ll"'I'll",",I � ,� ,�-;., ,'' _', . I , ,I-, " :��, " ',',_�,'-,',-,-,,`� I , "I � � :,', '��'' "11, I 1� I - 1,�"',';,��;�,,:, , I �, , " ,�_, � , A I � ", , 11 I'll I , I \I I�L��,I, :7 1 , , ,Z, ,,--,,,�`,��1,��,,!,", , , , ", I I � ,`�"',,�" I I I � Z�?Wl � I" 11 I 111, 1� , I I �, i-I " , � " , � '1,5,`,-" 1 P � I � "" I , 11 '11 � , I I , I . " I I ....�" - -"",�,�,�,,,�-�, , ,_ I I 1 , ,1��11,1'1��""�� I � I � � - - 4 � �",�, I "f, , �I , I"�1"," . . FOR _z" I � il I", , , , , I I I I I I �I , I, , ,I 1-I I- I I A"111 ��i i�: / // - I , I " , ", -N11�1` ,�� "N �"� "J, ,, ___'� " ,ill _,',�' ' I �,,�`�`�,_�, . I 1_ I -�" ,,"", '� , , I '� ' 'I - �� , "� �, , ", '� I ,�........, ��I I -�,�,1,5�, I 11 I 11 - ,,�11,,�,,,,' ,,,�_ 11111�,�� '' r "",`�',',�'_',�',...... � _. __ ,� , �; 1 \ � I I ... �'_,��,,v"� , - z __I,11 ",I ",", ", " ,�"_ - ,�-,�"-"-".,5-"�,,�-"""�-,��� , ,,�,�'111 1�I-1'!'�", " ��, ,,,, ��,',';','' , � _,, ,�i � � � ,- " , ,,�� I , I I PROFESSI MAL EN16M`EER - \ . 1, �,�', I I... ��', �-��,,,,,,-,_"', �," � , ",, , , I �; ..... �:,, , ,,, 11" I _� ,_ ,1�l" �", : , ,711 I", � � ....- ......___- , _-,-, 4,,�""",' ' I I ,,, """� ,", � 7� 1 1 - ' ' "l, - I I , , , 1 -1 1: 1�, ,��"',,,-�-,'_,?,:,"�,� , , , -,,,, �� ,��� ,�,:�,�� __ -_ 11 , ,�� I �, 1, "I, , I - ", � "I, , , � ," " , , , I , ,,,,, , �l , �, �� : I - ,� , , � � ,_ , , , �, � - /�� - - , :"�',',,,-,,',,, �,' I : , \ U .4110� , I �a " I '!i 1,I , ,,,,, �:,,,',,�,,�,�,: ,,,�,, " " - � , , """Y' � � I .............�, 3r, " ",, "' ,�.�,,',,',"",`, -�_'�!`i�k , _3e, ,� -, ;,�--�, """', ,i,_ , � ,� �i� F I , 11�,I�i, � : , _'?,/ �0 0 , 1, __ , 11� VA I I I � � Mg,, ,� � ,I E , " � , " ''I ,� " ,,, ,, e " � , ,,, � ,"" , I , , , ", , 0 I I,,,,�� 111�:,, ,� , �, -�,," I ,,, " k Ill , �� "" "' , , , , �`Ii` ",""I"""",", , '1111�', , "".� �, \11 ST I I -......I 11 - Z "I ,'_," , I I ''I 11 � � �� , , _ , i �1111 I`�I"I'll" I.",""""" �,�' ",-, / " �, �",�-,�-11.�"-l'�-----"�-11--l'-�-,�-11� I ,� ! ,, _, I� I / \ / � ,"'," ,,,, � ", "v" I 1;1_i �,�,k' , , I I �", I "" , ,,,,I '�_�,��, _ ,,"�, , ,,,, , "�"-- , - � ,,�,;!, ""," , " _...'� �,- 1 \ i I t ""',':, - I ,1, ,7� - I � , \ �4 __ , ,, � ,,,A,-_i"'"", ,� , ,� %',", i,,,,m,�, ',,',,��,'' � ,,," '' _"44,x�::, ��, % " ,�,��', 1,4-.... , , - ,, I ,_i " � �11, , , I 11 I I , ,;� -,,, " , i 1�; , L I 1, '_�;,`�"',,'� , I ,""I,W , , , _-, ,� ,,,,, \ I __ !I ,, g ,� ,,, ,,"�>"�","', ',� I ,,, ,"," , ,, & �,,,,�",",, , �i I .0 >� ''� ',,l,"jp", �,`,," � ",��1111I ," r, I �, I i � , I �11 � I , "'I" " ,, "" "I"'11 , , r,� , , �, "I , , �<" ,�,, , , 11111,111"Ij Q . . I I I I , ,, __-, I �, I "I'll" _ , , , � 3TO �-, � ,� , �r'q�- �" , , , 1, '' I I 3T , � " � � I , ,", .... , _1_ , ���1�11 '� - ,�' , I k I 1111 " I" I I , 11'1'� 1� "I "I �11 ,,, � , ,, , , -�-,-� - ", '', '"' , , ,� ,,,"�,,,,�,"',,,� ,,�_, ,I ,� , ,�,�,,,��,�',"',i'�� " '��_1`1111,, , I�1�11 -I � , X, 11lN 11'�'I!ll 11 I ,, 11�11 ,� ,�" �""`� �,,, ---", , / � " , 11 ��11'1 _1��, 1'1�1'1'1, �,� " , ,," -, , , , �_,i��, '. �\ "",�,,�,,,'�,,,, ,� " 1� , , ,�" �, , ��Ixi` ��V � I I I I I I ", �,��� , I - , ""'" I �,���� , ,_ , I "', I',, ,�, �, : ��,�I - , �-) _� ,� 1� 11, " """, I I I , ,,, "I'll, , ALLEN & MAJOR ASSOCIATES, INC. ,�,� ; ,I/, \1 I _,"� �_,` � gw,,�,,�� , - ", ", � PIK���11'�11 I,1W� -," , ,g I , �"I'll , � ,� ,,,," ,� �1, . '1� -, 1�, I _!,_,�,�,,�,�:`,,-� - , I li � ""', , 1 '' � , - - , , , -� , , , "�l,',;� , , - ,�,�,,�, , ,, ,, ,, , I�'AdIl"O�,�110i'1111'1,,: �, "I",", , ,�_ ,/ ",�,,,�:,,',',,_- � , ", 11 '', iWl / / ."�_ , "'I" "I ,' __ - , � I I _ -,� 1-2_"�,, �"�`.`, , ,;,_:�_,'' -_ I * 11 i / I , �v , , �', , � , � , -j- 1 � � , � ,� I� �,_`, - ,���, ,,, - T , / / " __ ,,� , ' ' 1, _ ,�'_" .',�e��,�, I I I I I I I t" - " I _� - - I -1, wnwojo. ,,,, �j ,,, -1 , � ) ,I- " 1,��,,,,�, , I'l,,;""' I- , ,_ " ��, I I'W,�,�,,,"� I - 'w,i 11 , / , "'I", _, - '' ,��,,!I / I ,1, ! 1 1 .L.... ", , ��j - I ",," ",I . :-Z-Z U) , ii I � I 1" � ! 1 k � . 11 �, � . � I ! LOAM & SEED I k . I - - , . � ; . . , I o -M I 11 I : 1 Z �,-J '� ! 11 I \ --Nor 9-: I . . ,I , - - . . . �11 I I I . I , i / ( .0- TYP. - : : � - � I I � ; I . I I 11 I 11 I ,_ -, i *.-i I, \ ia_,:3��r . \ 1 4 : I / , . i::: . ....1...I.... ..1. � - t ; I : i . � ' . I I i 11 , li,,�1 � \ "I I - - - _ :,',' ._ _ _._ _ _ _ __ _ _ _ - __ _ _ _ _ _ .....- - _ _ __ __ - - - - - - __ ___ - �, '. � I I " � � � - - - ; � I I � . J�'j I t� � �� I I i i I 1 � i I / I I 1� _........_ - I I I I : I � . . . i . I -, AM & SLL 11 - i . I . ; /� " � I � . i i I I I i I � I '! U1 � _ I 11 . . . � I r . � . `. � : , 7P. : I , i e I , I 11 I . , : � I i t , I I � � I I I r. --I __ ___:�_ . . , I , �i I I - �� �n �� I - �/ I, I \ - IN _____ - -rl -ff -� .I.. -1- -9 - --- ,\ � .- : i . 1 6 _ MENU 11 I.11 rrjl,lr _,,,_:!qM_ It _� L -... -.1 - - r J " ��_ .�,Ul) Mw 1 \ � � ...- / L_!a . , : . I RUL MIA -C i :�. - I I I ! ,11 i,� �, � \ - � / I_35 N �� ,-- , __ _ ,,, 1'�� ". __ . i i i ,! � � I , � - . r ,� "r," It , .1� / \ 113.5 - " I I I I I i I � � i � 1,'� \ 0 \1" / ,�: I 1% -1 . - i . I /L�, I /I - \ ,� . 1-1 . ( ffi�2L=w�= "I - - �""I i ! i. . to ;, �'� - w I I/ I I ;,I/- , - A-",I-"" Lj / 2 2019-09-12 REVISED PER CITY COMMENTS I I r 1�1 7-7��,, 1--1 'l�,', I f 1 1 �, - I I _", " I I I , , _ 4-414- - 1 094�i�� 1 ? : k � r t I \ , " , , " I \ . - - ___ - I I _ �I I x � " __ I - � , I'll I -1. .- - - �� . I \1 , 11 'I 14 - - - ,- P 173- 1 4�1 ,' , ,��U._'� :�.- ,-�' ,114�_, 1117 �-]i I I : � - - ...LL"' "--- 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 11 \ . E3 13 E3 ,/ ',',7/7_�'��' - _Q�z_ -�4 '6" L ,'�- _ . .__ = , � - ,i......L,11 11 - ,/""_�_"_ : � ��� I 1- I - _ -'� , �� �.......- � - U - *-,- - LT i I z/ , , L 11� ��7_� L................ L "_ _ _____"""'�_': -***.. ........-------------- I DAT I I ,�_:��,.::�-- E3 .� 9 L 11- L 01 _ i -- � l __ ... __/ ,�7��/ " /, �,�'l 4'7;�4/�,,�__/-/-", ,4/ __� , ";� I / 1,�.11, , ,� _14/ _,_ 11414 - ___ .111-1 I- I."..,--.�..;---.,.,-,---""",,.I _,_ LL "I ...11111- L EXISTING EV E DESCRIPTION i /�__ "/Z�, __��_ � - -_' -_ -_ - _,., ,/I- � \ \ L I ., __ �, _\_ � ,", i L I R , 11 I - __ � I TREE TO BE SAVED, i ��1171�2 ....� 1_1� -, \ I APPLICANT\OWNER: - __ __- 1�1 � TYP. I , I" '�,_ i i \ __(�,/ - t I vl___*� �%\!,��! \ � i ,,, � I I Ci 1-1 \ \ �, I LIFE STORAGE z ' I � 1 61C 1 5 T ' I t _� I t I ; I % I i % \ 1\\ \ L I i 6467 MAIN STREET I �,\ / 1'� iA z 1/1" 1\ \ I \ � i � � 'N \ ) 0 1-1 I %� �11 � i WILLIAMSVILLE, NY 14221 11�\ \� \ I PROJECT: LIFE STORAGE GENERAL NOTES SEED MIXES: PLANTING SCHEDULE-TREES, SHRUBS, GROUNDCOVERS & PERENNIALS 435 HIGHLAND AVENUE I I ___________ --- ______ NEW ENGLAND WEILAND PLANTS SALEM, MA 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN -------- - -_ 820 WEST STREET, AMHERST, MA 01002 APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY PHONE: 413-548-8000 FAX 413-549-4000 1 - ------- THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE --- -_ EMAIL: INFO@NEWP.COM WEB ADDRESS: WWW.NEWP.COM PROJECT NO. 2570-01 DATE: 06/25/2019 WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ""*N ION MIX FOR DRY SITES THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING DECIDUOUS TREES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY MIN. SIZE SPACING COMMENTS SCALE: 1'-20' DWG.NAME: C-2570-01 - GROUND UTILITIES. BOTANICAL NAME WETLAND INDICATOR DESIGNED BY: SJLIBE4 C7HECKED BY: CMQ . � 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN AR 4 OINTE' REDPOINTE RED MAPLE 2.5-3" CAL. AS SHOWN B&B ELYMUS CANADENSIS CANADA WILD RYE FACU+ I � Q & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. FESTUCA RUBRA RED FESCUE FACU PREPARM BY: 6 THORNLES LOLIUM MULTIFLORLIM ANNUAL RYEGRASS � ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA CI 6 CRATAEGUS CRUSGALLI INERMIS HAWTHORNE 1.5-2" CAL. AS SHOWN B&B LOLIUM PERENNE PERRENIAL RYEGRASS I,< I I WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR PANICUM VIRGATUM SWITCH GRASS FAC ASSOCIATES, INC. IS STRICTLY PROHIBITED. NS 1 NYSSA SYLVATICA TUPELO 2.5-3" CAL. AS SHOWN B&B INDIAN GRASS UPL 111,1111 111,1111 � . - . . SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM FACU 111,1111 11111111111111111111IIIIII 2 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 ' AGROSTIS PERENNANS FACU iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillillillillillillillillillillillillI 111 11111111111 z I FEET MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES EVERG THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES PROVIDES � T INCLUDE AMENDED PLANTING SOIL WITHIN TREE / AN APPROPRIATE SELECTION OF NATIVE AND NATURAUZED GRASSES TO Q) AC 6 ABIES CONCOLOR WHITE FIR 6-7' HT. AS SHOWN B&B ALLEN & MAJOR I SHRUB PIT FOR FULL DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR RECENTLY DISTURBED SITES WILL BE QUICKLY REVEGETATED RUBS AND TREES. ALL AREAS OF LOAM AND SEED AND THE SOIL SURFACE STABIUZED. IT IS AN APPROPRIATE SEED MIX FOR �� I TO 6 THUJA OCCIDENTALIS 'TECHNY' MISSION ARBORVITAE 5-6' HT. B&B ES, STEEPER SLOPES, AND AREAS REQUIRING QUICK COVER LO TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY I I ASSOCIATES, INC. N DURING THE ECOLOGICAL RESTORATION PROCESS. THE MIX MAY BE APPLIED BY I CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND OR HYDRO-SEEDING, BY MECHANICAL SPREADER, OR ON SMALL SITES IT CAN BE civil & structural engineering * land surveying (j CONTRACTOR, DEMOLITION CONTRACTOR, AND SHRUBS SPREAD BY HAND. LIGHTLY RAKE, OR ROLL TO ENSURE PROPER SOIL-SEED environmental consulting + landscape architecture _�_ �_ OR TO COORDINATE PROPER DEPTH OF EXISTING CONTACT. www . aIIenmajor . com .z HY 14 HYDRANGEA A. 'INCREDIBALL' NCREDIBALL HYDRANGEA #5 POT Ld MATERIAL REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM . BEST RESULTS ARE OBTAINED WITH A SPRING OR LATE SUMMER SEEDING. LATE I 100 COMMERCE WAY, SUITE 5 Q� D TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL SPRING THROUGH MID-SUMMER SEEDING WILL BENEFIT` FROM A LIGHT WOBURN MA 01801 � COST TO OWNER. SEE TOPSOIL DETAIL. RL 15 'LANDMARK' -A #5 POT MULCHING OF WEED-FREE STRAW TO CONSERVE MOISTURE. IF CONDITIONS ARE DRIER TEL: (781) 935-6889 U WILL BE REQUIRED. FERTILJZATION IS NOT FAX: (781) 935-2896 ___ VIC 10 VIBURNUM CASSINOIDES WITHEROD VIBURNUM 3-4' HT. AS SHOWN B&B REQUIRED UNLESS THE SOILS ARE PARTICULARLY INFERTILE. PREPARATION OF A � . I . I . . BED IS NECESSARY FOR OPTIMAL RESULTS. Z: WOBURN, MA * LAKEVILLE, MA * MANCHESTER, NH §i PERENNIALS/GRASSES PRICE PER LB $15.00 MIN. QUANITY 5 LBS. TOTAL: $75.00 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. i� APPLY: 35 LBS/ACRE :1 250 SQ FT/LB CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE Q DIG SAFE BA 34 BAPTISIA AUTRALIS LUE FALSE INDIGO #3 STAGGERED � PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC : 1,1,, , ',�_i,7_ R � MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC I ',"'.". ' �zl_ 1, ,�,:, UDBECKIA FULGIDA OLDSTURM BLACK EYED APPLICATION TO THIS PROJECT.DUE TO THE POTEN71AL THAT THE - I = .I 1',��, RF 30 GGERED ,, , - , . (i 11 �,` I "_ 'GOLDSTURM' 1 #2 1 24" O.0 I STA MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ,11 I ,,,, I SUSAN _� I 1�� � ��', I - OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL -11 �� I ''I (z) "' I , ,` �,,j I INDICATION OF THE DOCIUMENT'S AUTHORSHIP ON THE MAGNETIC ", , , I ,�" 11� n ,- I MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND �11�', K I ,�711 - GRAPHIC SCALE U) Ili,��, 1,� I SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N ,,� I,I� 20 0 10 20 40 80 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. "��'_11 I _� ',,_ I I I I , - - I I " I " 6m iiiwiii I!i I �Q I I 1"I 0=1 I DRAWING TITLE: SHEET No. (j Lij BEFORE YOU DIG ( IN FEET ) 8 CALL 81 1 OR � 1 inch = 20 ft. LANDSCAPING PLAN L-1 01 � 1-888-DIG-SAFE . � .. z Coffight(D2019 Allen&MajorAssociates,Inc. AHRights Reserved . � I 1) 1 '000004 - ����� 1 ::77-EM % 7_________H ap - i C�� li, * 71 �""' " I - - I 1_� -11-1- 1 I I I - 1, I ->- 1, -_11 ,,I F I , �, � I 1/�// , � i I =_I I I . I I - -1 - - - - - --------- _ - __ . 1 __ - _____ - - I- � . __ - -_ - I - . . /�f _ __10,�,()o '_ :, I 1\11 �,,, . \\ r,nLLUA' t'�'�.'�'-I 1,'�'L "I .L") - __ _ -1-1. _ ,........___.,__, __ __-J__._.... . ..........-,,, 1.14,90 � 1� \1 !", : _,_.- ....... . . 1 , �W11. \ . / ,�Z_ I— - ___-___ -.- ___________4.., - �------1-1--.-.- __ _11,z- 12+00 1\ " 011fl7 t".1.. 11." � -- -- 4- .-....--- __ -- ......__ ___.. - 11�7' 1 \ � ,'�,,,t ,t,� �-,,,",�N,' L 1 L " ...11-1 I - - - - 11 __1_1111_1_...____,. , I A , 1!21) I . . . __ �, -7 : ,". __._____._.__. _ ...____ N /I 1 ____ '� --'- �.......... -- - -,-"- 7 -, -,� I 'I-, \ 4 1 1 - - ;............_ 11 I 110 - F'A"i'J" �_",'VE 11-1 `�""' �" - _ -_ ____ _� �--�'ITE I � �,, n ,-, -,,, . ) �,� j I __ __ I 1$ '-, ",\, 1%'% , %'1__ __ ..,_, _,_ __ __,_ _ -- --� ,-- -,.- �.- -., -.- -.. �,-- --""� --.,- -, -- ...- -"..- �-, .���-- ,-, --- '", GHLA -A VEM-01AE-4 �J "", ,,,, _ _._ ____ , I HI N, D 1, / __ _,__,_ __ ", - ) I/ ,,, � N�,_11 . - - " -,',,(ROUTE 107-----� PUBLIC - VARIABLE WIDTH - I , I _.- - W'�!',"'ZI rA,7�[I 0"'VE I_-, - - -,.. 1-1 __ _.. __ _ __ -1 �._ ___ ,___, __ - - ,___ __ __ - __ . / (D -...- __ __ _.- __/' � -... .......... _1 ____ __ .. �'- - _-, - .._--_.-- , _ -_ -_ .- __ I `1, � .__S ........__.-_'_'_ . L.: I ,_ -=_x __�:�7_'�=,-__ ...A 11 ,y I—— -1-1 __....-, __S- --- �_�= ��,�-- ____�� ___ ____ ,__ ___ I-, -- - _ _ __ _ _ _ -_ - - 1111- I ... .....�_,__ __ I-- " __ __ _ \ ..... - - _ __ __ I-- __ _.., ",", a,,_ - �S-___,?��_:_=_:= _,5__�-__1___x "--_-___-I 1\� -------_______, ..........._11-1.1-1--l- .______ - ,�O'RAIV, - -?" / -, " - -1-1 .. ........ �� ("u", � "A` --- --, I L_ -... .....- ,,/ -1 I,?' CI.A Y-- -, - _ �� ,�:_._�==',-�==_ -r, _......... '1� I I / -_ 1 12" /' I S - -f-_ - --,-- - =7�-, 1_1'1�8 - --", - " 1. . ,.- - .--. _i_; �� ...� .=-* *_= _ '1�I- 12' CL A"" ___r_R4i:__1Tj,1?z? - ,,-, ___�_11 1�1 I 11-111-1- I I -.....______ ___,. ! - ---------- I11 I - .....�"" ,- I I I I I I I 11 1, 11-11 ' I �_, - , -....I-— ............... -,,,, --(!�,�_)--\, -- - 1 11 I 1-1-1--1 11...........-I 1-11-1-1. 1- 1.11 ................�"_...11111111-I I .11 1, . ! - I I I'll , I - I � � ;:� I'll � � I I--I.......I �. .. 1 11�7_ , I I-1.1111 11-1 � --111, , I � ;. ,. "I ' ' 11� ,� 1,51" ";,il��. ;1 I 11 11, � : I I I , I I I I I 11 11 ,��,�'' , 11'.11 I "y" ��,�, 11 111;1 ''I'll" I I I � I I I__, �11', , � 11 I I -1- ,, I I " ""I", ' I I 1, I. - - -h 11 I I -� _,,_�---- -,- -, -,--" . " I 1; , ,�_ ,, , I , 1�� I I I "Ill x,, , -� ,��'' ,,5�1 1�_,'��,,�.......�,1,��" I , , �:�L;� , I alln: - 777-11 , __ 11 .. I I '� ,'' , � , , " - '�, !, -7 Ill.." 0, il , . I 1: "mn ...1, " * . I'll I I I . , , I , ,, , , , " I , , - � - - k, g ���j��,��,:,,,,,"":,,'_� , , , I , I ,�,:�`, , "'', ,� ����:�:�!������","",�,�,:,�',,i,�,��� ,,,,,� , I I 11 - , I "1, I ) _ . 11-1 I-' , 11 , , , ;�,,� ���'!���!���, �, __ __"�,__.......__ " ,, �,,: , _�_i �,v 1 .11-1.11 I , e�,�,`,�,�,�,��,,�` , I 11 I � I I 117 1,9C ,,�',�1�1",I 11�`;, ,� I ;' I I 1� ;" - q_ 11 ; ��i,,',� --f- I I I -" "�� I I , I 1�1111K._, I -": I � I - I -1 � �,V 11 I * .i I , I , ,11 , I 11 I I I 11 I .......____� ......�. ..... I� I I 111. F VA I-1 - I I � t - , , - - _ ___ , " M i � LEGEND I ,���_Oq� --,-,---- . , ", - ". _____1 ...�......... ____� AV ,:�,,��:� V _ I __ 1 6,3.. . 11 --- "' 1. � ,- ,I :A I I Is 192h-- 1.1111- _' ... ___ \-W--- - 1".1. 0 , , ,, � _� � 1� _'11-111 1__1__..... .........__..________-- __'&� -,\L I , 1, - - ) , \_ I � ,_i 1 1,4�, -, - _",� C I 1 1 �VC �� 11 ��' STOP ' \ LOAM & SEED � I I'll I t . . 1\ _ LO ) - I - 1 `""89 ,-,, I . "" t TYP. I 0::��- I i 121 A -\ -i ' t '\ __ � : k i *11 i .........�,� B & SE , "i . ! I I ... 7RF,, * 117�1 , \ , � . DECIDUOUS TREE j !7 CI - __ 1,tBA rlt*__ ' %�l 1�� -, \ A . _ �11 I ,� � I i TYPI. 2AR , , 1 OBA �`_ ,_� \ AR 'I . .+- ,, ,� 11 "I i . ki� . CI I . I '11, � , _ , � i I_-, . . EXISTING (D(O I " 3V8 AR -*_ � "', \ : I LOAM & SEED � �, SIGN I LOAM & SEED I I " f . ? TYP. \ I \\ t, ) ,� I I " , I /1� I\, TYP. ! \ �, I , I 5RL 0 1 I 11 110. \ : I I . I - I \ \ 11 � � I N I 1110. I I Ilk , 11 _/ . � 1 � I 1�1111' -", __11 It , ` 1, F 1, - - -- - - �_ 4� 11 -,--r--jr-1 6 6 I 11 - 11 1 I'll I I _ , I \ ,�, I I I 11 "., I , I �1, 1 11 �� � i � ;"I'll, �__:;,�'��,.', ': I I I I-, 1 : I 'll I I I 11 3AC I r-,w- I' ll I ,� 1'1�', � , '' 11,�1,I ''i I ,_;�, , � � � i � 11 ..... 8 I I'll, I 1, ��,',e 11 ""I � - �":_"' " 1\1 6HY : � I I , I � �", , ''',,:,�'.I I 11,,�, N � i L_� I I * r",/-1 ._I , '�,",,,,�i " - '', �",�, , ��, , � 11'_,� L, , , k I I� � � 11 .. , `"", - �, I I' ll , 11 - ,,, I 11 I ,� " 11 ", I 11 '' I "I �!* I ,', 1��_,�g�',ls� "",_1_1'1'1,� � 11,,,��,,' " ,'' ?,,,,�,"-,", I I "'; �' , I 141�__� � ,i ,g ,n� ,� " 11 , 7 I I I I " I � ` ''I I I-, "�', I � ,� , , " _ I :1 , - \\�, I 10 � , � I 1�1 1 , _��,,�', I 1�� ' ' N�, , ' ' ; , _ , 1,� I "' 1, ',," � I "R," ,- " - � ! . I� ,,,�,,� ,� I " �,e,:"j e' " � _ �'_'?�_,'�r "I I I �I"," � _,"t, ,11��, " I , � " j I .. L I " I I , :�`_,`,,`f -"��,��",,,"��,,,�',,�,�',�,, " � '11_ - I 1111:_ I , I� '�, , , I I , I 11 z I 11 �� , ",I ,-� " ,,,,,, I �,,�," i",,�� ,�\",1,,_ 1�11;�_ , �`,:,_ ^ i : P . P ,I "' , 3"', i�`% , " ,n � " , ,t ", I ��, ,,�, ,�,,,,, � ,,," , , , , "" , I ,,,,,, � , , I '. - " - -,, - - '' , � I I , "�,,,,, , , _ I 11 I , , , ,� , , � : I , , , I I 1. " - , , '_ ', ' ', _ I I , , , � , - , I " I , '", ,� I I I '11, 11 I 11 " " I illj�l:�111, �I� I'll I �1\ t "I _1� I �;,, "',',;� �.........I I �,,�7� " ,-, " ---------�, � I"��,,",,,,"","',",,,",,',,""�l,'O,,,."',,,-,",,",,,,,-'�"""�",',�',,� , '� ,�,�, -1 I i TREE TO BE SAVED, ""I 'll ',�,, ��_,-,-A--,,\, , - I '`�,- , , , I � I , ''" I 11 - I ,; �,�, z 1 1 0 I �_, , � ,'' ,� I I 11 _ �� I I - �� 1\ , . , ,�, � '' " , .�� , � , , ,� 11 lr '�,, ,� :_ I I I i I , 1� I ,ffl,�,, "" " , " ,:,:, � , 11 I ; � I 'I� , � ,-,,,"' ,� �I : 11 , , ti" ,�� I" - , I I 11 ! I I ,,, , �cl � I ,� I : "I , �_, -, I 11 , 11 � ,;I;��, I ' . ,\, k . � , �', I ,I_ , -, - �_� n 1�' �'� �' -,',�\�r� - _� I 1, I � I I k I , , I �"� 1'�, ,� ,,, , U I .",,,,,,,"k, �,',���:"",Z,"",""�,�"\""""""""",�:""�l',��""I",'l', I ", I , , I 5__�,'��j 1'1'1�15"`, , , , "" , .,- , " " , � I i , a a �D U 0 - "", " 1, J , , %,,�J�1'1',��" "`"/`, �, , , ", , 11XA , � 11 ,, ," , � " , , , ,�, "r,"""',`-,,,,",,,"" , 11 I � ""I` , I 1, il TYP. , � ,t ,,,,,,,,,, ,,, ii,"`,"`�""","`,, � , ,,&�--�,,-� �,�, I I I ,", I -"! , � , , 1, ; ,#� , � , I ,�,""",,;""�-�,,�,'�,i�,,���,,,,,,�""��,,,�,, , � I �11, 17 '' I �`,� " " , , '_'e 1`1�1,�', , , a �1_ I" , IR - m'' , - �, ��, , , , 1'�1�1'11 , i"�,, ,�� 1�,"� �1, ,� I �,,, 'S-,4 " � ,r, �':z " "''"', '_,) � -I ,� ,o,,�,,, - - , , , : - __1 , EXISTING I I ��,i ,;�", """7, i'', 1�4,',',��' ""' "" , F�11 or ,� ", __ "" � I 11 - -.-,- , , � 4 �� � , ,"', """ "`�','wi I "�......,,,�,w.......,��, ,; � " ,",, " . m,. ,,, �, _e ""' , � ,- , , , 1� [ � , i, __ I : � """', , """':,"�:", _ ", ___ I�� SHRUBS i5� e G 0 (9) e _, ,'' ", Z, I _�,, " " "t � " "",�', v,�?� I � " , ___ _ -, � " , , , ,,-- ,�", "", , I 1.=� I ,,,',- ,,,",_-, , , � ,,,, - " �"�_ "' ,,": �, , " "In , � I ',� I - , ,-----,, : ,-, lxl� ______�,-, _ � '' " _m"', __ , , , , '' , , I -- , , ' ' � I 11� ""If,,,,,,- , �'' I I I � 1, , _A_ ,,,-I � � I , ,,,, , I I I , ''" _ � � j� , ,-,,, , � , , I I I I I I , ,,,, , ,�', "" ,,, ,,,,, " I I I , , "" ��,��,,�: ,� I '" ' � - , "" , ___ ,,, �,, - ,�-,�,,-,.' , , , - =n� I'll :-_,"',,, '' '' , , , � ,-- I I", � � I �,,,� -- , -, , w , I ,_ � : 11 I , , , I" I " - , " � ,,,,1�2,5,,,i ,' ' ,-,,,,,,,, I ' ' " - I 1 Ea - � - i -1 , ,,,�:, 11 L.h 1 �,;� �,�; 1, "I ','�� ) �� , '; � J I -, ,,," , , -�,,�,`,'"- " , 1, 1,'' � """',_" _� I 1;�111",�1,,�,��il��'R --- -;,,-,"'!,,,�-,,� , ", " -I \ I , ,�1 "I , " '' - , , ,�',' , ,,,, " , , k--- ' ' ,�,_ _" ,_�, , , " , , I 1_,_�,,�,�,-_,,� _, I, ,,�i ,"," " ,�' ,,,, i ,, , _ ' 1, I � I I - ," "', , , , :,_'i ' ' I 1�1�11�, "I�'' I] ,� ,�I", . 111, ___ �, , �"ee_',,�,_11,5 , I 11 11 i �� , I "" I I , , ,�', , I�, I I � I � '' �, , A� I ", , ,�,,��'f,,""""""�� I - 11 ��,, I'll e ,,��,-, "'V,�,,, """ I "I � , :.�� / 1'� � � I MULCH BED , �i "a " , , ��;"�,�, �;�, I - � , ...... - ":" , ,,, ,'_,,�, , , I �",",_i�;- -,,t.......� , k",,,,,,,,,,-�L'\", ,"""�_ , " I 1�1,1,�11j� "' " , -�,', �,, ,;""" '' , �� , I I to n'"' � � � "-�,i,,� " � ; - -,,,"- ,,_,�',�,,,�, ,, � _ 11'I�',,� ,,�,,; � , , ,, , ,,,, , I " .1� _� I I ! i t- , � -, - I I I �, � , �' , - 0. , I � �",",,,","',,",�,,�'�,',"',,"',-,',,,,,,,,,,, ,,, ,-- �',,:,'�J',,,�,, ,��, , , �, 11 � , , �� I "�� , " I , - � , I I , , - '' " " , ,,,, � � 1"11_1�, I "� I'll -, - -__ , �',',�_11- -11 -1 � , ,� ,`,,��,,��,�� , � , � """ _,,�',', "I , ,�,,,_,zAlt�. I -,',��� I - I " ", Z" , I 11 "I'll 11 , �,�,k,"�,�', I , 11_ '--'- �,�,�, ,,,,,,�,,',�,���"k""�,,',,���,,, ,"'; "'" ",,�-;�!, ,,," 1��/ 2�ill -^- ,! ,,,,,�, ,,,,�,j_ - , I : 1 ,5",, e, �y I , �,`2,_` ��......N,A, I _1 I, 'w",, 11-1 I ,�'' _ , - ":', "'��� ...�........, I�, I _' I _ , � _1�1,_ �" - ", , , ',_ "'40; , , - I I , '_ 113:11]:,1,1 1 1� I " " , _ = C_ -I,-,, --,-,,,�,'���.""","If-"----,,," ,,,',,,,�,`,,� "", ,"',,'�`,,",` �,` �, ,',i',��,',',-, w""', , ,�,,"',, - _ I , , , I I ' ' "I �, � , 1_� ,,, -,"", I'll - , ��_A�,_ ',,,", z I I"I"', , I , I-,,, ,,,,-,>,,,��," t'�,,' " _4i' , I ( . I i I o ,�, 11 �, 11 :"', "�1111 � ��,,'��',��,,� �:11 - - . 1 I , . I .; � I 1 , 11 1'1z, z"A'-, � '' , ' 'I � I � , "'I'l,", I - ,� 1 I � 1111',';�, I I I �,,,''�`, ,?"_-,� , , . . , "I" , � , 'i"� ... I ,� PEREN , I � , _ " " ":'111�,,"', , i 11-11 I 11 ''I I i 1�" ", ,� I I *4 � I I 11, "'� " I ," _tM�, , � � , ,,,,,,, , . I I In, 11� . I /, I 1, I 1, �� I , � ", 1'��"",_""11 "" _ * I I '", '',�'', , , , ''r, �, ,�,,,, ,,, "''s"', ,� I I � '�,,�,�,,'�, I I , , U, I �, , I � "'a �__ I I ,1�1'5 1 , " I - - - _,' '�< .1 P - � , ' I'll" ' " , , , I 111 ) \ .., ; �.� I 11 jl 11 1 , ", , "�,_,,,_ ",", � , 131 , I � , "'M I �,�,,' "` ''��', _,� , ,�', "I�,�I��,�,� �,��, 11 �/,/ I "' , "'a , � "', 1� ',�, - 1�" 1� %'�,, I ,I "j,", _,,X,%�,4&A-,� �� , _ ,M ��Iil��,'�,�, ,_, ,,, I -, I' , I,',, ,�,,��_ ',�, """ '' - , , �� ��` , ,j"_,� ,��', , A 11� , , I , I - - __ J R_ I" '� , �'_��' I , , ���,"'' ,z � , , ", """,f" � �� __` ,,,,, - ��, -�, " ,_ . , I � , �:'>_'_ �11'1'1 � 4"�� - � ' ' , 1 �� �, �11 � ' ' �11�1,�,i,_1011'i', , , '' � , � ,, �1 " �,;;, , �,,",�",--,,� "-j,,,-"-"?,�.,,,,,-,, ,,� ---,�,","_ I- I , �1,""" "I',"", 11 I " � " '' , , ' ' , , �, jh � �_, �__ ",-1;�___ -' ' _ 1� I I 11.��' * `111111J'1111�1'1 "I,",`:, � ,",", , I 1, " ", ,�, ,�,k ,,j,,�� """, _ " " - � I - I'll , R " `` ""-"- ", '""""' ', --,--,,---,-,,,,-,,�,�-,,,-,�,�,-,�"",-"","",��, "' " ""', U",N�,, -1 , �, . " "' " """"' "" _ , , �'ll'�ll,�-,��",�'I'll,��'r""I",�- 1,`11 , _ _ � / I j� , I � � ,,, 11 ", " I','f t I ,��_ I: -, �� �_�,_�,"�� ,I I , "W?, ", 1/1 I �, " - -::',--",-,-,-�,,- , " , ,- � � ,__� , 111111'1,1'1,111",_'1i , I 11 � , I , - - ", �,�_',, ,", " :" ,�, ,,,,,-,,�-,-�,,�"""�,��:i",��,',�- I � .... � 1, _ ,,,,,-, iv��- -�,�:�,',,�',_ �1�' 11 :, ,,, "'�,��',,',,,,,,,,,�""","",",""" , ,; , I � ; ,,6 i I I ,�' ,� , � ,, '�" , ,:,, , " ',-_-,,,-"'.,,,--,-/,-�,,,,,,,,, ,,_, 3VC 1�: i �, '' � ,�`,:"`,,!�'_ , , ,, , , :_: " � _ I �- , ,_'," , 11 ,"" �,'' � , I , ,�,",�,", �-i,,, , " " ,�,�,,,, "', ., _11�1 ''�W'11� _ ,� , " , 1� ; I- " � _ " �, ,,, , " , , '""' ,� , e , I I �� ',�_ I -'/,,, 11 11 I � N -, ", i�, , _ , ' ', , " , ,""', I � I '' I ,�'' _41� I �,� ', i I 1: I 1�� , 4� "I - " , " _ , �_ 1i: I 11 _? ,,,,-,,,,,,,- 'J"",-,",� * , , "", : I i;Y-11 "I I � � � I ,/ ", ,, "1,� - &,,q��,, _ I , , , ,I I I - ,,� '' " X, �, li, '" 'I,....._ I � I � I ,� 1, , , I I I " 1, � " � I 1`_ - , � . . . I _�,� , I " , I I , 1�' I � I 11 I 1 -, - x " '' � ", I I -11- I� I 1-1 __ ", _ I " I I , '11, " ' ' '' , , , , - - , " " 11, , , , - I I , I I ,�, I � , 11 " ,,,,,, " S�,�� " �',1,1;1 I I I I__ , I , ,�,,�,-,,',,',',"",,' ' � : 111�, , S�, '"' , , , " " " ' ' "" , "' ", , I ,,'o I 1, , , , � , - "",-,,""�........ � , IV, ""', , , " ,_ ",__ , I �, 11 ; I , " 4 , I- I I ,, "I "I ^ � ,"", ��__,`_,,',� ,, , "", , '' �,� �, ,, r", , ' '�� ?� i , � ", - " � , , ",,, " ',,.�, -,��" I "' ` I I I � ,`�---�,�,', \ � , '� ',��,�"',,', , � 1�I, �- ,, " -� 11 " , / ,, I? "' ' � , � I - , I z, , ,� ," ,,,, ��,'w_ ,,,��,, , I , � , , ,,, , i"I"f � , , " I ,,, "" ", , "" " "'� , '---, " - �I - -, � - �,', ' 1") , , ,�-,," "--, ,�, in 1, , 1�_',",: , , , ��� � I I ,, _'�',�, -, 1, e , " "-,,,�,--- �,,,,,, "I'll " �, z"",-, , "'k, I , "_', , , 'i , , ", "I � � ..... .....� ,�',,,t,,,,, �,��,,,,,,,,,�',,,,-�-,,,,,-,��,,-i/-"",� , ," '� " ""k"N ' , -� , , I -,,,,, " ""'' , -.,� , / I I -, _ � ,1111111_1��_11 �,i,,��,,,,,,,, ,��,,,,s�i, , ', , I ___ " , , '""'__ , , , , , , ", '' , , '' , , , "",, "', "-1� - ,�,�Iq�� �,�,,",��'' , I, , , , , ", , ; � � , ',',,"',,,,,,��,�,."" !`.'.."""`�, I �;�", �,i , 11111�', , '"' y�,�,,,I�,,,,�,��',,',,,,,�,,',,,',',�,-,, �,! " , � -, �, ,,,,,, _ , _ ,��, _ ,� i - 1'�,,�"` �,',1111e`, �t,�""".,��t-,,��"",�""",",�""-,�,, """ �', - , a �, �,,_, , " ,,,, _ ...'P �, _�-," , /, 1� x " , , , , ,-, , , ,_,� /i Y �"�,,�A ,"", , , I ..... 0 � , - ",,,,� ' . , 1�,5"I ., , � ,6', ", , , ` I " - - � , , , '', � � � - I'll, ,� "` I "" ,,", , I "'I-_ ,- � - ,� ", J _ ,",- , ,"', '' � ,!"�, , � , 1 , , ,��, � 11, ,�, � � ,�: ", " ',�',,,, """, , /� � 'i , 11 , 11-1 %P,)`-,,,_,,,�"_ �, , ,_ ,,,,,,f I ii ,�,�,-,,,"" "", / , , "' I i _D ' " , � '' "", , " ,, ,,,"i ! " '� " _i__�, I ,--- ,:" " 11 0""', " ,1 �, I , "� �, ,�' ,�""", " ,'' ,- �, - "- ,f"_ ,�, li � ' , , , , " ,; ,"I'll�', , , "" , , W ,�"I'll ", I 1, ,� 11-1 I 1;"" � , �, , , , ` , �, "" , , ,�O -,, --,,,,, ,-,,,,,,,, ?, ""' ' - """"", � � �� - 11 1'1� - -1 I � " , , , ,, 1"'l- I ,,��,',,�,,>,`,� e�, 11 � �, " , � - . e , , , �," , A',, �?,,' I � _ "" "', , , , ,; ,,, E�"",:, "r"I , "� ��,�&� :, 'I ,�� � , , , "� I I " I I __ � "",'� ,��......m , , - , ,"'i, - , , � ,n �,,', j , - . _�,,,�,,�",.","","",�"i"',""""i �� ", ,� , ,�� �_, I I 11 ��, I� " , 11�_ I � , -I , I" 1'11 I I I _1 , , �,',`,V :, �1 I ��, I I , 11 I � " I �.... '_�'�l�q,',51�,,, ,�" �I I , � , -, -11, ,"I I, �"',�, ', ( I " I � " I��' _ " 1, --ST E1\/,,�--- " _, " '�' � _ , -',,,",,',",'�,"'�,'�,-,',,�, . "I , , " 11 ""' , - 11-11 , '', , , 1-i"5k,", , "": ,� " I " "I'l ��_ .. , 11 , ,I, ,,'' I �, , �,, , '' _, J\"'',� f% I �' , "" " , ,�, �, 1- y ", ;,,�_ A,1,11_1_111 4�� I � I I , , " � "I " "� 1_�� , � - 3 , � �:_-','��,, i: , '' "I �� ,,, � I , �1 I I I ' ", r - , � - , :, -_' 'I'll ' 1, 1��, , , , 'iMi",�", , , , , I , , I , ; � _�, ' ' , ,,, " , " I , , ,4 I , " � - ,,,--",j ��� � ", , " ' ' - , " � /��,/�,�,/" /// I � ,,, ", " 1, " "'," I � , , ��_ ��,��,�,' " �, ""�T�;,� ,:�,,��,','_,,",,, :'' �" ,,,,,, ,v ,e,�` ,��,�',,�'��,_ ,:N_,� I I , � �_'�, ", ' ', ", . " I EROSION CONTROL SEED MIX [',::,/ '' , '' " A I ,", , , ,-,, ,- -- "" , -, I - � ,, � z", % �� _," , ,- I , ,�;:,_��,��,_�,��, ,/'' 11 - _ ,__' ,, 1 �/ �1� 'j, I ''? _ " " - I ,� "'. J-, "", � , -, I ; t 1, , , " , , __ j � I , I , , _ " �", ," ' ','!" " -- . _ " � � 11'1�, ,� ,�,�,,',; �,\," , ",7', �, " , ", n I ' 'I I , __ _ " , ,,,��_�",,,, , " " ,11,1, " ", " "" ;, 111, 11"', '�,, ,,,,"�,!�- ''A , I " I - , , '_ "I", ,�, �,� , � ," � �, 11 11, , , ----'-��,'.'q,l"�,,, , � 1� 1. I , '' , ,_�,,_,� "--,�;"',,`,`7!��, I � � ,,,, I , " " ,�,�,,�; , , �, � I' ll 11, 1, "I " I "I I - v , , , - , " ;1�"I'1`il,`�`I �,"I'll"',111",�,"'I"'I"111", I I � - I I I ,, ,��,,,,,,,, , , , , , " ,�g,��," , ,� " , - , ___", ,1, " , �,,, " � I/ _ ,_��_,�x , '' , I ,_� __,_4, , 1 ,-,�, �,`��� , �` - , ,,"-, ___ , 11 1, � ,1, I el �111",_ - ,-, ,,�'-� " , " __ " - " I 1, , I n - I , I I � I . I � "" -�,� ---, "", ", , - 1�,�_,� , ,I�',' -'-�11`1 ", ", ._ " I'll I"I �, ", "I , I I 'I', , '4", -- , '111 `--, ,, , ,-",-,-. ,"____�!�_, j,", , ,,, "" I, I I -1, - , , �,_ I , �,�,,��,_ "�"I"', �, I I �, , ;,,,,,',�,�',;�,"I , �' �n�'"' , ,��'; ...I �,� , ,I'�1,�_" 1�111z I ", I � I I ,�,�,N,_'_� ,�1'1_11' ''z, I I I I I _1 I I I I � -, �"k,!�,� "'��`, � i� , ill I , ',,� ��,rROPOSED` 3 ' FA 1ff " '__ "" " I ,� �,o , , '_", -,"" I , , I I I 1 1 � , � : I �, f , ,,,j ' ' I i 11,ii / I ", � I� , � ...... ," " '�,- `,,�"'01,'� 1 , -," - ,, , , I I'll", , _� , ,_��, ,, , I , -- , , �,,,� 'q,�,,��?��,'c�'� I"I -&, - , � , I "I 11 �"'; I I 11 , ,,� ,? , , , I � "I, � I ,,, I I I "�' , , , - , , � �"', I - -,�, I , ,,,,,, , , '' , , �� � _ , I '' I "'_I,�- I I , I '< , , I I I - "I I ,��,, 1� 1, ,��,� I 1: , I I , " '*"'� __��1'11 -1 �";,�,,�; , , , � '' ` " : , %, ,�t�,, - " , , , � � , �,,�,i,,'_�,�, � ",��,,��, T , "_ I , 1, , I , 11%11 -11 � I- - '' - I ,. �t,�',,I I , " � - � I - , i - �11 11 , �� �� 1�11 � \ 11 ... " I 4 \ "'� , , ,�", "","-k�-�� � I I , _ , - �, ,i ,, "I' 11 1, , ," "I I _,X I 1�,�'I'll"'11"'I"",I 1, ,'�, �",��"""",""',":",`� I ", � �i ,� , , :,�,_ 1'�11111��_��_ � " - � J _,""", � ;.� -� _,'- ,�,,,-,'��...... �,," , - If-I I - , �� M , � - - - �_ �,,', , , 1`11, " , EXISTING � I , � ''i "'I'%I , 1, - , , Oi ; , "o I '1\ , ,�,_....;,,,,, , ", _," , ' ' , , , �'_ //7 1 �7, , , I I , � � , - - , , , , -� I �,"�, - � , -�,�,, -, � ""' " "�"" ", , 'I_'," , � - -_ ", ' ' ,1 1, I ,_ I �,� '' , ,�� ,,�, ,�,`�� ,, ,�,- ", . . , _ ,� , , '��,',,,',;�, " , � � ,�A " - ,:� I i i � - , � I �� I , �, � , � I � 1; �, , , , 1',�,��OC��,,,� , ,, ," ", I � �1'lz , , � ,�,, A"" " - I _ I ,��� ,�, �', 1, , I I ,, ?, � ", � �, 1,� , "", ,,�,��,�/ � I -, I . !I � " ', �Z��_-,r ","', � , � I � '' " ,,�� _�, ,_ 1, 11` "I"I", 11 1,� ", � / �, � ''' A k �1� " , "e"�2:" , , "��_" I I " , -�,, , ,�,1�11",��I �,"': �,,,,,',�',1,k,',! I I , �� - ,�,,�,,�,, ,�� � , �' ' 3" "" I I '�_ ,," "" '7 �_",�,�,�",e� �, ,,,, , ", I 1; 11 - I 11 ""' , '' I / � - ,,,, �, ,,, ,,,, I ,�', , ''_1,:,f '' _ I ,�, I , ��,�� , I �"�,�,, i, k, I I��, , , Z";,"",� � , I . I i �; � , , .- ,, 1 , "'' , , , ,, � " " , , , " I'll 1 TREE TO BE SAVED, "" � 'L'� I , :, � , - , - , %`,1�:,� " __'� ' ,� , � , - � , I , � ! ,, � , ��, _ -- I 'I f, , �� _ '� . . . , , " . , , X/ , "�', �� I / , ,�',,�",rL""--,"�,,,,',,",',,,""",;,��,,,,,�,�,,,,,,'�, ��',',`,,""` -, ,�, __',� �, I ,-,- �, ",", , - _ , , - , I ? 1 ,� q 1 �___ , , , ,,, I , E�STORAGE ' CILI�W ill �! � U I I , LIF � FA , ,,,,,,,,,,,,,' , ,4, , ' ' , �,,�,� � Iz ,l '' , , -" I ��111� , ( I, , , : ,��,', , _,"", " "", " I I ,,,, I , _ , "",11 I I , - ` - - I ,,,,� , z TYP. - - / "I � ",�"',"',", r I " , " , """",- �-"", ,,,,, �54_ ,�, I I 11 I , �� ',',1��1, 1,1_'1?11_,1,1'_?�,"N"I I,�( �"_,, , ,, I , ,,, , "__� "' �' ]�,,�,�_ ,, rrr - - ��",��,�"",�"",��,,,,,�",��,,��,,�""","?��V4,�'t, �__ ", " `�,,�� - " , - 1, � " "", , " , , ,,,, , I � '"', ,I , , I", , �_��, '�'-%,"",,I','-'�,,!,A�� , ,- ,' ' I 1 " ! "'t � " 'i"I",,, , �, "" " < I , , , "Ill "I 11�1"I,1�I '''' ,, _�", , -�,!,;� , 11 "!"', "', , /,�'111� ,!�j - _ J, , , ",_�� ,"�_ , , , �,,< ,,,", " 1, �, ! : i ; l � /' I , , ��/ I ," � " , , , __ ` , , I - """ * I �,11'1� � , ""," _�e 11 ���1,11, I � ,,, , " I I "I' ' I �,,,,�, ,�,��'_, , �1,I ,, ' ,��,� �, "'___ 1, I ", , I ,� " �, � ,- , I _ �,�� ,�,,', I 1, , ',/ ,�, "I , , , 11 I I � � I I I "�', , ", I I , ,�, , . I "I "'' - � I'll I I- ,� �-`,, �` ,,,,, 1,"I 1� )" � - " - I I , ,'' , , ", , " , -, _ �� I i��,:;, � I " , ",�,"'l-,", 110�� � ,� ","',�"-�_�, , I I ,,� , I I I I 1�i I'll I 1� , ,� / 11 : � , 11 , I 11 �,I "", , �� "'' " "" , , , 1; I—— 'i I 'I, :CA 1,�,ffn,-, �' ' ' 1 �'_',�,��5i `A�,;,��,,,,,,_"" �, '' �� , , _ I I I , i 1�1 il '1� , i�',",",�`,""� �,,�,,�� ,� , , I I " ' � � , ; - /' / / 1, " " , , , ,""', '' , -,',,��, 'p 1, i , , , ,,,,,,, / .7 i _ "''�:' ' , , , ,", " ""I _ �_V__ " ,,, , ,,,'I�', , , �, , I , �ji 1-9 I """ ", � ,, "'_,�,,� " , I '' " - " , " , '', , - , / I _ ,_ _ , ,� ' ' I 11 �, �", , '' I "I'll '1`1`1',,.� � I , ___ " " , , , , , '' , I � . "I" 'I, , I '", � I I I 11 __�� �__�;',," ,,:: - " I I I � 'I", , I ,"', , �� , 1� ,,,,1- _,�,,�',�, , , " �,,,, , I I ',,�I,,,� , , � �_ 0 a 1, I _1�'' _ � I - , I ,�,V,,,,�,,,,, ", , I I�,, . I I I I ,;" I I I ,, I� , ""�, " , , 11 � ,6 ," I I I z�: � � . "I - '_ "'I" I I �',I ,�"" I I I "� ,' ' , �" � �, 1, �_� "' , ,_�', , , ' I I , I , , I 1 1 ,; I I , �, , _',", e , , , �1/1 ,I I, , , 1 � z , ; , , I ," -"" �,��11� �, �,,z�,, '' " �, , ''eft I'll, I 11 � i�, ��-��,, - - �, � , , , e, ", I 1'�I�',", ,� � . I / I- , ,� � :<, I I �",� ,4 " , . I , �- 1, ""I` - ,,,,- -,,��, "' , � -11,� ,:,��, / �, ,"�,��,"" --':�� " 'U� , , I �",��_ ,� �," �I",t`��* _-,,I L �;� ,� , , 0`07 ,-�, F '��'POOTPRI NT`k,""`�,�`""`�,""],",- I'll ,'�"\",' :�', '', � , ,;�, �" I � _� , " , ,,, " I I _,,e�� , 3 ,8 ,_ _ �,, , -/ _ I ,� , """'A "'' _�i - � k , , : " _, , , , I , ,;-, ___' , " � , �,,�, "� -�""�, ""', n "',' ' ;, " I I �1, "'��',_�',' "'_',�,� '' , ,__ �,_,_�, il : I �--�� w < / I I , ,�, , , " , _,'", ,,,,, ,�,,,,�',',,"',""', ' 1111�,,,� , 1'�11111111 " , - , - - J i ! � / lj! '�'" " ' ' ' ' , �_ � I -1 , ' ' ---- - � '" " , , , � 11" 1`1111 "I" "� ' ", "I � . . ........ "', , , _ , ' ': �_, _,,,,�,, , �,�,,�', � -:_i_: .... .... � 1, I �. , , ",�,- '11", ': _ 11 , ,� - "' _ _�, --" I 1111,,�," ,,, " �, 1111 '� �-�, �111 � I ,�,,,,�_ ,,,,�' 0`0:14_ n% I '11-1 ,�,,� "' I t ,� , I I ' 'Ill , i� I , I " , , '�` I , " I 'll I _ " I I , I ,�,-,,�""",,�--',',,�,,�,,���""",""�i�""",�,, , . r4 , 1 ,',"e,_,,,',�,��",�,, �,,�',,,"�"",i�,�,-�',�,�,,'-,��,,-,,:��,,�,'' , ,�', I I 1 ' I I � ,� �,i,_� _ I , , I � 11"' , J _ , I.w -,I '�, " ,�,�', ,,,, 11, I ,� ,,; ,-,,����",�,"-f,,�';-,,-,�,,,,��,�,",,,,��� , _ I I � 1,;�Ix I :� I � "I " I I � , ,i _ ,, '' _, , - , � I I , �,V,�,� , ' ' ... ", ", � _ ,,, , I 11 . ��,� I "" 11 '' _'_ , I I , "�', "�'11'111' : � I I - � �,i' 1�1 I 1, 1, ,n '_�"_ _� , :, I I ", "I ,� ; I � ,,,, -�� - `� '' " ', , - _11111 '' , ' ', I ", ,� , I 11, ''I'll � I I �, , 1'11�, , I 1,":,'�� ' I z ' ' , " "' '' " - " "'' ','",` , , , 'i �, ;�,�, i, �, /X "' " , , �'! , , k �! I z'' '__-", ,;_Y"',��, I � _ I 1, ",' 'y""'§ I -,,,,�,1;"',""_',, "", ";,"""", ",�,,,;�,,�' '' I , , '"', : CORRIDOR I -7 � i f ( / I ,,, I ,*;,�,�,,,,"",,`,�,� ,",,"', ,, " ',N,�,Ilv I ,", ,N,,�',, - _ �, '*)8 l-,a , ", " , I ,,?�,," I" I 1, , , � ,� , " fn I , , �, , �,,�'11'1,1 I"'�,,, ,�",h , ""�,,�Y,, -,�- - _-, , , , I 'll, , - "" -, ,,i,�, nGR0SS':,1. �, " ""4, � I I ,�) U i ' ' I �_ � , ," ""i: ,, �"",__,_, _ - �.70 2,34i _11P I , , 11 �, I �, ,,, �, , I .. ,�� I I - , , - - - L,,, ,,,� � ff ,,,�',,,,,�,,�,,�_ ,,,,��,�- -�-,���,,,�� '�,,��,�,,-",,,,,,,, ", " � - , �', ."t�_, �,�� I _�11'1 , 11`i� . : � I I -11, � , �Zl... ,, , I—_�,',,�, 1,11.,,�,,�,,�,,t2,,""��i�k,,k, " ,� , 11, - , """""', I I I , , , ", I�1 , �j',,,,o"-,W,, , �,i,�':", "_�`��,�,_"e�`�, �',I �,;,">"", "4,"," ,� �4,v,�_k, "<', V , ,,�",' ,,',,,,',, � � �,�:�11111�11,1'_, ,I a_�,,� `� ; DISTRICT -1. i I � � ,�I i," \ I I z',_,,, " , ','�, 11 ",,,;�-; �, ',,�,`,V',',�� �,� ,,/ , ', � �r 11 , , __'', , I 1 1 � I 1,�,,,,'�q,", ,q, ,,,� , ," _ , '�-------�,:�,,�,,�,-'-,,',,"',,'�,'�,i"'� � 1 . � 41"I � ", '' , � I , t - I I , 1, �, ,�"",,, , -1 I_ , " ,, �:-,"'I"", �1_ I 'll- li , , E ', ��", , "', , " , - t ?I � "I 1 ,,,V�1� , -�_,,�: , "I-,"I I I�_ , - I 1 _ "I 11 I 11 ����Ili�,�,_,',,,,,',,', ��'� �,� . " -:--- " ,& , ..._ I I "',-I ,f -11 '--I I- "-1" ", I I �,�,��',K,`-`,��"i'Z, , �� , �� , I `,,,,�,�,,,2 ,J,11111?1�,i`�,�", '' , -"%,�';,,,,',-','-�,�; , _;K�_ 1,12��'1111"�,,�]' 1"'7`,',""',,�, � ", " ,� , " ,, . I ,, , 11 I I , I �: " - 11 , - ' ' ,� '�--- I , 1! i I " I 4110 I- I �, 1, I - , "� 11 � I I ,� �, 1: ,','�,� "', , -�,,,,", - -',�," ,�,," , "", I I "It ,",,,,,,,�",��, 1�1111_, "', � � ,,'�,�I, ,,,,,,,,,,,, � z I "", ,,��,,,,,�� "', "7 ��,,:�, �,�, � ,��,�, ,�,�,,�",";�`,',",�� � , I , , .��', � -,,- , i,�' ",,,, "�1,�, I_� I......�""r ,�,,- �,,-, � "A",,,,,,,,�,�,,WO,,,,,�, , I - , - ' ' , `,,'�\�,,,_ ,-,,,,,,x I , , � , ,, 'N."",;�. , "T, "�......", "�, , , 11 " � ,� 11 I I " " , ' ' , , 11 I � '' "" i , , �, � �, . , , , � ," I I I �, � " �� 11 / I """Mr, im""""PT'"" �r,.,�7,,-,,, ,�� - , ,P�@`�,,'�, � , , - " 11 �1 I � , ___ _� In" ,� 'r , � ,� ",I",�,,I"!,e �I,,,�,'�,,,f<'T:," �� - , , �,,, 11�,,,_�"vl, 7"' ' , Im , '37 1 � '��:"',:",��, i,w,�',� , ,� , �,,-,,,,�,,�,.,,,,,,,,-�"",!:", i / . " , ;, " , , 1 ` I " 'i,��,," "I �<, ,� - � 4 -111-1 I -..-.-: , , ,z_":z__> -�,,�`! �,-,�-,,��i,�,�,,�_�� ,;_, _�"I"'I"I'l ,, I , 11 �'A,N-,',' Z"'I'll"I" � � _� -, �,, I i, J � , � x _ �� � 'w, , ' ' _1 , , '' Im jjjMM=; EW*, ,-,� � , , � "I , , , " " , � - , " "" ,� � I , , , _ ,,, ,ft " , ::", 0', I , ,:, , 1 1 ,�� ��',",,"',,�� ,��,, ", I NS � __ � "", , , ��,�" , ,111.1' , I I , j i is ` ",'' I - , �* � "'11, ,�', 11 - �, ... _ ENTRANCE CORRIDOR " I , , , 11 - , I ,?" I , , I" , �, - ,�_ ,�� ", �� " _� , ,,',"�',_� - � , , _ 111-1--___, ......._________.. I - , , z , ,',� , � �, ',f��," � I 111�111.11.111_11_ � �i 11 , , ,w rr t,�,: , � ,�", , _�,'�,_ "" , ��, _=�, :__I -, I I "r, "" "'In � v 1�1="'",i, - ,A, � I ,� 11 '-, 1, �111 _1 , "?"'ji r,=,,�""""""'w" ,"w ill 'Wi 11 I'll jl,�, 1, - , "'� " ,:, 11 �: , � 1'1\1�w�,_,=� ,,11 11 I 1 �,z,, 11 ,, � , .1 V,, k , , � " . . 11 " � - mr �, ,,��v,"",1p"�5 " i" j,"'Ir I'll, I _� 11 " � ` "��" ,� ,,,,, ,,, 11, I -, , I � " E1111, I r 7,1,M-1"".1", ''6,11,11',`_ �, , I _m� � 1. , � " "&,",__�, I I I I I 11 I I" � 111� , , I , "I �,��, " , , ,; , " 1 �'-�,", ,,��,: ,�_11�,,� � ""11'�",� " , z "I I - � In I— I 11 HIM �, ......� � I I 1"',-, ,��" � :,",',,�,_�'��, I ,�""�" I',, .L " -_�", 1, �, � , I A "?'",�"I'l � _11 � ,-, 11 I I I �, , 1, "I !: I : i I"A"',_i w, � ",11 " , 1, ",":, ,,"""11"I"," �" ! ,,,�_ !:-,�'.'I,,� �', -��,',,",,,,,,��, : �,-"� I 1� "I I "I 'I" I I 1 1�4 11,�'� I 11 " -,� , I I I I I ,,,,, ; : 'e,�'' , '' _ W1, I ' ' ' �z��i""" --"- �', ,g , � . g,,�� ,, " , . t, ,!� _,,, / , " , aw, _"1111, "I"',"il/1"I" � �,�,�i 1, - " __1 �11'1" , ,�'_"'�, ,-" -` " - ,o],", , " , , OVERLAY DISTRICT �, ,xO, -,���_� " I-_ ' ,,, -, ,� ;� "lldl=1_� I __ 1111, A , � _,_ � ,_ r ,,,,, , i , ,�i - I I I I �_ - "I 'll � , _V, /� R 11 " " - 11 � ,�,,�",,,,,' , - I I -1,�" , ",,, ", , ,', I'll ," 11,;1114�,on,�,,, 1,,,'' � I _,; ,I � �,,, , " �,� `� , � , W, , , �, i == i - �,Ii�� a � � ,iJIjil,i o '_1,/1'_'111'111'1'111'11�,`111��"" " I , ,� "� _�,,,, 111 , """"2, 'a"'I", -IN'T"! ,��,�,�,�, , , � I , ,I" ", ,, I , �,,�__ ";�� _ ', "", ',�,�,1�1�Yl � , �_- =I I I 1� ��1,11 I , �17 I ,,�, " - "_:""-:,�4,;� ,__,�,,,,:��", �,"'',"' � ,\ � , ,�,'�,, , I , , �I, --- I I I , ,Z , " _�, ,,, "m I , > , ", "I""'3 " 1, " , ,, ','�,,,-';"",,"_ ,� , �,'�'�,� I , _, : ,� '' " / � "�� , ,e , ��, I ,"_�� , , """I", , _"' _._.. (z, (I I �" 11 _"�., ,�� I I , z , �-1, �',,', T- 1�1 11 '���",",`,'�,�,��,� -, " � , I / i I I " 1,,I , ,�I", " � , ,; ,�1,11,,I I I " - , , , "I � I , I �_,�_ ,- I � 1 " , w � , ," '' ',' I I_� , , - - I I , 1" 1, "i`L,Iiil'l" "I'll I I , , ,�1' I I ,� ,-, I , , - : 11 I I I , �; , " ,�, � , �" """",�',----'-*,,,,, I - I "I ?",_� , , � I'll "�', - I - I -I I��_ "111`� �� 0, , �1'11 ,",,��" I��_:�11111,_�'11111'11",,"'Ic ,� �i", � ., I : ; �, " 'a, ,�, � / , I ��'�`��m`1�""7,,-, "'T", ,�...� * - . ��,�,� 1, �11_2 -_ 1_` z "'��,,__�� , I "', 11, 1,_ , , I"I'," , __ ,� , � � , , :, , -_ I � I I i : i � - "I -, , - .1 I 11 , , ", , , i I . I � I �� �, �,� , I "I - " ,�, ;, ", - � , �, , . i I - 11'1_1't,"11"'1',�11'1' " � t I , 11 , , , -, , �, , ,, - - " ",,, I �_ - 1 1 ,, I 1, 11 ''�, ! I I � r I �/ ,"`5 """"""""""' ,", �, , , -1 I �111 �I � 1!i�!;�I i�,I /" - �,� , � �', ", ��" , '_,_,�,,,,-,,,,�,,�1, I , � ,� , � - f"I I", �� ==_-___=,_,* ' ' - '2111111 I I,,�,��W� - 'i , � � I , """" � ,4", '' , " " - k 'e,� , , �e,�,>L:,� "` ,, "' �, """' , " � ,:�:`�`,`_6",��;', ", ", ""', , " , , --- � .,-- -, 'I ' ', , -,,,, 11 : "I :,�'' ,"�,��, ",", " , , _�" ,,,,,�",;,; ,ii"""""', , �`,`� I �1.1 "-,,,, ,1,;",�',',,"',,"',," i, I ,i"��, I , : __ al,��"_,'�_11'11_,', � , , 4 ��' % - ��, " � - , ,��.........�,,, , ��'�_`,"',!'�,,',,�:',,',,,,;"�;;" , '' , " '��,,,,,',� , , �, -- -- - �I'll, _� - ,- �, ""', - -� "', ,," ';,� "' `,�`A�'�'�, , I " � ; , � � " , � ',,��=a,,,2 �,I , , ��,7 � ,�1'1'11 �_ 11, _. , * 11-1 I I I , ,, , , �,,� � ,, ,,, ,:JA-,,,"wP,�,,�:�,`,,, ,""i , , I � , , --�e;� " ,� ,�,, -,,�,x ,"i�z,:,"", � , , - � � , 0'11 ,'j,',i�,i;,I�, ,,��," "'."!"�!"'W, . �, I'll `71-1 I"","', "" I � I i � 4 , , " - I "� -11 1-1 - 11 __- - I " i ;jj_�ijli ,,, , el-40- __ - __1_1 - , , � '' I I I , , - �,_ ,�"I , � , I I "I'll" 11 � I � ",,, , --___--11 I 111,1 I � , , ", 'I, " . 1, I I I I - - I I �� ,1, ,In',-�_1z 1,� 1, , "� I ,, ,, ,I 11'' , , �, , I � � , " , _ �, '' " � � . � �\ ) _i, 1�', � � ";:, , ,��� , I ,`� ,�,,�-_.%t"" , , 5 " , , , I � - I � � , ,, 1� I� ", -��,,,,&�,�,-,�""",",�,-"-",�,��-: �� :", ,,�� �, ,r', �_ , , � I , "'' , , , , � I _11�,��; ��, /1 i I ,,, ' ' _ , , � ��, , , , " "t'' 1111"e"11-1, -'--"'----- Ill: - , ,� , CARLTON W '' �I 1, � 11 ,, , �z �� , _I �?_;,,�',�,," I � � � � ','�?,,'�'_' '-,:,' ': �,,,�,,',�,',,,,,,,',, ,�,,4y,,,,�', '' ,,,, ,, � 7 i : /': �01 , / _a V '1� , " ", " t 0, ,� ,',6 I / , I ,-"-, I I _, "R ' 'i I , , , - I , i v/ ' ' , , , " ," -, '�&i,�� I ,,"k,-, �� , , ',,',,',�--,�,t�i,'i',,,',,�,',����,,,�""", " , :,�,,�-� 11'���,I I � , I I I I'll , ,," ,,,,: , - ,��� ,�, , ,�, ,,, ��i"'," � " ' ARLTON M. � � � -, / � �-- ----, ", -,�,;�i�,`,,�,,,,��,�,�,"",,,, �, , , ��,,,� '� , ,,,, ��,'' ,- � I ''I 11-1 5'' ' I I" ; � QUINN I I �If , ,"". , ,, , , , I�_,, �', , � I , ,, , _ I'll , I ! � .'''', j � I " - ,� , , ,� , ��,�,"��Z "', '�,,�': ; , 'C�, I I . i ,0NVe"""",:- z�� _�," , I 11111A, ," ,�,,,,�,,��<'r�""�,�-"""-"".",�,"',,',,�"', '" '' ,,, ",,",",'�,', ,, - __,�,,, , , ,,,��, ,__ '), I ,,',�' ,�,'' "'' ` """",",-,,,, __ 11 , , , I ", 1'�, / ;J � . IN � � ,,," , , _,_ " _, , , � � - , ',� I I li " , ,,, , , , , , " 11,�',!:!�! !I r I I�_ �,,�I"I"'' , ,:-,"�',,�,,�,� I ��, , I ��`� , '' ��'_�4,,'_,?,� �" , 11'' - , "' "" : """," '_ � , I I I �, / � I k / ", ,� ,, , , I ", � - � ,�, , " I I ", ,i �1, ,�, " 0, , , , - - -,,� """"', / i _�_ � _�� ,"I "_,,,,,,�',, `�� , ,. 1/� 11 , I ,� , �, ,� , , _� _ I � ,, '' � � �, , "�I,� I ��, ,,,�"",,,A',��v,�/',i,'' � ., I , 1 1 , �, , ,, _," , , I ,, ,�, ", , " I \ / : , 11 , 111� , , ` �, , " I ! ,�\ , � 11 , ,�,_, �, �, , "X , , I �,, , , , �, ,�1� � k I i --I __ /I , , , , � �, � __1 I , ,�,,`,` � "', . i , 1 ,� , , _ , , I , ,��, -, � , ,�j", I � %,4�1',, 11 I I �'� " , -, f . . � " , " ,, 11"", - - ��,� , . / . / � I I i 1��,"'__ , , , " "�,� `�,,,,��" ,�,,, , " I '_', , ,-,--;�",-,,, ,,,?� , '' I 1_� 11 " �z� ",�', , I q I I - I ," , ,�,", " , "', , "",- .o , - I I I I , - k�� �,,�,_ ,��,.',�,,�,-",����p�,,,,'���',�f �,",,"�',�","'�,",,"/,,,,,,,",�,,,,,,'� -;,�,',,�',,�,, , ,I, , , �1'11��1, "", ,'�_ ,1�1,1�,,�1�� , I I , " � I 11, I - ,",,�� , ,,,,," %'' ,,>,,�", ,-',' � - �,�-,"��,�f;i��," -, , I . , / i!,,�i:":!1 ', �,,�'��',�� ,,,"',>, ,'���,,� , I '' ""'I ,""�,_�',5 , __�', ,� _4 �� ,� I ,�,� , � I 1,�' I r I j''i,�,",, 1 1, I�,,�,,,,, , \N I ,` . " ...� I 1� �,i�_�,,,_�,,,`,_1,,,i,""�, , � "'i, I t : 3 1 " ,� - :�1":, -, "�,", ,,_ " INI"111 I , ,�,A , " "', , -- I �I ��, z 3 � "" - � '_'_ "I" � ...... '�1,,, ,, ,,,"", , ,�,�, � " I , � . . , Z'11�1',"`�,� , _` 'I", I � _�I"," ���:` �,�, ��,I, , �,,�--- , ", ", ,"': '',",��,%����, : ,�,i,,,)"""�,,':, � "", \ � \ " "' ... '' , : ji,,,,�,�', , ,,,, " ",, ,,,'� , _, , \ I- I " � , N ":_ �',, ,� , , �� " �,',,'ti,-,`,�,,,,, , �,� ,e�;,�, , i - L '4 ,�,1;!J, _ , // D _ I 'a",," , " ,� ,, I I -:�0 .V9'9 2 ", - 41 'I "I"", ,'�',',,, ��_�'�j � ;-"X! V"',I "Ill , ',,"',�,�_,�,,!`," � �,'""",;,\1 �,?�""",:, � , " - ,�, I ", __.._� �'11 �Tk_I , �, , I I I . : . I . ,�, , ,�- I , 1....... ,,� , , - �� '', , ,:� "-, - ,' - � i / i I I_ � . ,"" ", , -, - ", - I 1�1 1 �� 11�1,i 1 �" I I I I I I I I � , " �, 11 , ,��s_, I "", �, '' I �111 I , I I �,�� ;_, � ,�, . " .. I . '7-,�,� 77"w"ar", ,,,,,,,";,��� "'""',-� , ,--,"I'', ,�,, , � " , , �,,,, M�,�, _ I I 1, - ,,��'�Z,,�-,�',�� , ", � , ,,��,,.,,,�r' _,, o ! "k " " " ,: "--� '�� I " ,�",�',�,�" � I "M...Mx�,i,,,,'' �,,,, ,4 -, I'll,", "I'll" I 11 11 �4 """ ,, , 1 �1�,,, " � _,�,��, �,��, 'f - ,-i" "'� �,,,',�,'�, 4 "n '' �1�1'1',11 I I'll I ,"1,-',','�,�� , �"--'4' , I I " �_',� , � I �,- ,�,xw,�4 , ,k"", ," , , , , � , ," "', , , ,, ��',,��,,�n', i� ,, " ,--�N;,�,,_, , , , /� � ,��_",, T, , " ��11 ,,� I"! ,'11"F",�'AT�,��"�,�,��, I I �� I , , , �k, i -,-, , ';�`,,� ""'�, ". ,�_ , I" 1,,§-,*"�,",-"",��, 7� , I 11��,,,�"`;!111%* �,',','' � ; "I'll, -, - I A, ,-� " 1_�' 1� I z h , ,,,, ,,'w � '" , I,�,�:�,� , �� , � , , � 17" -, � ",,--,,,-� , ,�_ I � � I " ,,� ,,,,,,i�,,,`,,�,,,����,�',,`&"�" __ �- , , " z� _,, I , ,�,,,�,,',"', , ' ' 1�1 I , Z�, I , 11 . , , - ���',-" ":�, "I " ,,, I'll I 'C""-",'�!,� � , '' �, ''I 11 "I � 11 � � I I , I , ,, I ', I I 1� -" " - I I , _� , � , t"", , , ,,� ` - , I , , , "-,"1_3 I " , I " _ '', , , " ,,j:_� ':� _ � , Ili , OAM & bLLL) 1 , , -, , \-, "I" V, I'll , � ,� - , , , " , �� i f " I I �1_,,__�: ��, �,�',�,�,�,,, , -/-I- � , ,",�, , '', , " ,,,� I V�� I I \ P _ T 1 , I I , I I ,� , "' ,,,,,,,, � ,�,��,,-,4,,,SAR RM""�K�, __ I , 1�110111` " ", , � , !�,,:,, , i , �,;�,'? , IRP� ,- ", , " ,�,l ' ' I � ,"�, R"z� ,� 11 ��, �,�,�""","�<;!�,!�,',',':',, , I _' � , ,_ I ,,�_�_ I , ,�� V�i4 , I irs ,,�,,,�,�,,,,�,�,,,,...... �"'�` ,V ,,,,, ", - �, �i-,�`:l " ",�� 11 I - , � , � ,,, , - , , , , ,I � , ,, , a"i"', I -, 1;1` I i C) , �, , I i, ""I " , 7- , ,,,,,� � _ , , , 11,", I I �,,,, " "� , , - 1 1','!Ft,"""�,,-,,_ "' , ,- _ , _��:�,�z , , I '�' "I , � , :11 ,, , ,'', I I I , i � " -, -- _ , _ ,, �i� , ',,�� "'' ��', I - , "��,,,'-, \ I � , , ,�', 'I" , """"'?"-, �, I , , , , I I I I �f_, " , , _ 1,,_i,i,i,,,,,,,,,, R ',,�, ,�", "'N ,�',,, , ,,X -"" I","I", I -, " Z::�,,�k " "_� , 11 1 I'! I i i , �1_ � I , I - , ,,�11 � k ,�` I's I I- I 1'� , ,, , " , --4, " I " I I I "' , � I , �, -, , -__�_' _;��," ;,11 � 11 I'll,-k��z"'I".11", I I- -, �, ,� �� I 1�1111�11111111111�1,el, " � 1, ��Y��, "I 11 nl � "��,-- ,`��,1 3 "'' , �0. 11 , � " " , �� '_1 "I ,--,- - ,,, I I-- � � I , / i 11 - I I , , 1k , " I , -, , � ,,,,� i ,��,,"'rl";, , � / � I " , ,,, � :,: � � ...... `4*1�," , I Z��-, "� �J " �.,,"',��"',11,11","", a4',11_��41,1���,�'," � , _` "',1," I , ,111�11",, , �, , ;,,� - 4 , - , , ,"i,,_-�'111"�,� '' � ,�,,._ � , ,, 11 - �";,M,,�, ,� " � - ,,___,� I , , " I : __ _� � �� I "" I 'I, I �yp � I �...... C�"?,,,;,!,,;,&,�_ �;;,.-�,�'�', "�',_ ,,I 11 I,,n I I I I",�"i",�,"-," ;",`�,"":""� ,\�1'11 \ I i � I - I -"'- _�, �, ", , " ,," �, I "" I J I \, ',!�%�'_,",: ,�, , , � "' , , , I ' ' 1\ - - - - , I I � _'__ , I - � � , , , I - , ,"I,",,,�n� 'I'll " -��l"""",�'et",�,��,�,���s,,�,--,,,,,,�, 1, I_,`�, , � I , , �� "; I , 'e, � , , � 11 I _,,�,�,,_,� ''', , - I " , ,i� �'z , , -I'I,",",-,,,, ,,,,��,,, - ,��:'Q,',",�,�' , �, 11 1-I , . i - � - " �, ,, --�J`:�""',,__," ?_ I I I�I i�� , - , ��,� -_ � ��,,� " ��,�;%;� �, ,� ", I �I�Aij,,,,;, I-11 I "I , 11, 11 j, I - 11 I i . MAL ENt715EER FOR � . .......---. __ , I ,� I � , ��_� ��",��, � i," , U , � �',�" 10,"I" ' , 111-1-11 , -',I, , " I , ,� `-, , 11- 1 11_____- "I I... I I "I � 11 '' - , I , , ,,�,,,,'W , 1-11 I__11111 N,111 . ..... " 11 , , , , " - ,-", � ,-,-- I -,, - ,, - , :�,,�_ 11 __ , ", ___ I-���1?1 1�'�.`?' , _ , 11 --` 111,,N , ,,,,, ,',,,_�_ , _ , "I I I 1�,� ,,,,�,��-, , \ .0 >� PROFESSI� 1, 1,,", ,� , � ,�,, ,:','� ......1�1, I I ,M, � -�;,, -"' -, , �� �, " I I ""'," ,��'�' I � 11 � , 11 1�11�;, I , �`�� ,� - _...'�1-11 -1-1 ! !a, , I�' pw'�,, �"'' , I 4, "' 'm - -�, --_-:;z,,i, ,,��_, _� ,, ",���,_ , * \ .4- � I " " ,"Z �_:,�, ��',',�',, � ",,"'," ,�,,," , "11- I : �,7g,-,,,,�,',', !�>, , I , I ,,,, - ___ �_ I I , , � i,�"," ',,�, - , , - � ," , ��,,�,����,�� '11� 11, , , `-, `11`!�, � , , � I , � - ", I �a \ I I I �Z, _�,`,,�`,� , , , - I- -1 -111, "," , �; ,, -" � i 1!,�4 , 1-1 -- 4�� _�� �", I i'!I t I I � , � ,���� 11 1,-,""" �,,�� �,,� -, � , �, � ,, , ��, 11 / t / , ,,,,, "�"," ,�,Qi�"�,.� ,,,," � � R,,",,,�� ,, ,� � , I ", . I " , , , � ,� � , � ", - , , , , I 1C , r � : � " , 1, � 11; "I I I i \ / /�/ , I I I I I ; � I ",, ", ,'.�,,�T �I ,n"`,�,,�,�, I ,�-��;,,�,,�,,,,,,�,",��,'�"�'�"", , "r,�, L , "" �,,, - ,, � I / I , , ,�� " ,,,-f-", lil� 1��,� ,_ 1 14 1 , :�', I",,",�� ," ", I I ,'�,,� I�" -, , I , ,� 1� I e I " , " , I . � �11"1�il ,�""�I'll"�,,,_,,,,�,,,",,',O-',,',,,,�',',,'��,:,�,,,�,:�,���,',�� , ��,_wl�,V 1-11,1111, ��',��1," - �� �,� i",,1"�," I �_, I � , I I I , (� ,,, " ......., , , I" ��_ _,�,�,,,,,�,�"", , ,��, � ---,!,,,,�o , " z ' ' ,'' " , , _ - , -,- ", I 'i, �,,,,_ �-,�., :,�� ", - " ,_, ,,, , " , , -1 I ,� , ,, I 1, " , , I ,z, , � ,,",�" I " 11, I _ - , 'v�',"� " ' : "�1-."', llrl�;"', I ,", � " I ALLEN & MAJOR ASSOCIATES, INC. .� i ( i I " 2 3" I , "-�� �,,-,,�,,,,, ,,,,,-,-,,,,-- I � �, � ; 11-,I, " 1, I �� !��,�� �`1'11'1'1'_,,'11�1',, 3TO I ,,,� 1-1 ,�,:,i,,-,;"�,,, "�" 111�, � 3T / I , , " , ""' I " "", "'' " , , , , , � , I , ,,,�'�11,7�,I'll 11111`1__�1_11_1�hl��I 1� 0�1,1,1� � , � - " �; _� I'll n _1111w , , K , �,: "', !1\ . ,�pu"', ,,,�,"_ , , I ", " �_ ,�", ,1,_!,�1 � , , , I "I . t11 �� ro 11 ��� ,M - , I � � , , , I 1 - , � / \ I 11, ",_ , , I I "In"12, I I ", -A N , I � - ,'S,' I ��_,,_' �,��` ," - I �,,, i I I "", I , ; , ' '" , _�i�,�'_ I , I , " ,�, , , � � X / ,,,,, �,"'I", I ,,;�'111 ,�,�,�,%,_� 11 " , " I 11 11 I "' I I-Pl- 1, � " I�,�,��ISI�'�, ,'�, ,,� ,,,,, ,,,,, _�' , - � , ,� "'I"i �', �, �0!t � ) . 1 , I J_ , , I � 0 " %�j X�% �� " " , - t" ;: (f) , � Z 1�', .,, �� k,� ) i � I I/ M1 " �I � I, ,�, ''11 , " - , , 11 ='so. ,,,, �_/ z- W , - : I ,,�Z, , o ,��w I �1 - __ . 01" ! � I 1 /�41 I 1 1 i C3 , \ . LOAM & SEED I k . � � " . � , i ,,,� � I I / , - \ : I I ; P . i ; . ,,� � � / ?// . I . I . I I I ,M.---i . . �, X .+- TYP. - ___ � : 1- 1 . � I i . I I ,I I i I ,_ i I \ � : I . - : i I 111, \ � 911 i . I I "" , I I - - - - - . . . i I k � t� - - - __ - . . � 1 4 1 1 1 " I � , , � / I :I'._ - __ - - - __ - - - - - - __ - - - .....- - - - __ __ - - - - __ - - __ - I j 0,�� � \ /�` - - - - - - - - - -- i - . IaA/ \ I I : i I i i/ / � I I . I , - . � I I ; I .........__ .1. I .� � . I I w � __ -,, I i I / _,E_1301 0__ __ f-M! 11 [Ij - � Z ro �.. � t fy- I i * z Ir-,L6 - - - �' H1 - �e�,, M, I ","I --,i-AM 11",i " : , I I 1, I [Ll r,,,'7,:,q .103 I I UIR 'M Z11-___ . 1 � � I ; AM & SEE , *T� - - __ - __ . , - --- . .1 . I I � . ,/, " �� 1 ! .. L__ i�_ J -Et-1_- _ - --- ,\ � . . . 'tz � . 1P I I � i� __ -T , I I . - : . I I -.--. : : t � � � � I /-FT3 ---- - 1\ .,�, 1, �! ! MW- . . : I _> � // .D5� - I 1 1 � � � I . 113.5 11 _wft�nffp . i � I ; I I � I � : I ! � i � , , . it I � , i �11 " _ , , , "T__w1_1TYP_.__ -;;;-1_�_ - ___ __ ---00. . ri--after- " . I : �71 - I �""", "! V1 � �_ �� 1 / I , , A V .'51 1 . i � \ ITPO i I �i I . 14�1 , , � I A 1� - I .1 \ 0 \� - wwwc::,�_' � 11 "I 777-?V-� 11 I '.. � I � - i I , / / - .. I � ,,,,, __I ,;�� I � / � , , 11 I I 7144ko-Aill e - 2 2019-09-12 REVISED PER CITY COMMENTS I I -, � " , L4,7 Q 1 1 1 " I I __ � ,=!i= , ,,�.�_ ,,,-" , �, - -��,;g �, ''�4;�,.,;�, i � 1 � I 1� F_�_/- I ,, � \ \ \� \ I \ - ffi=_�___;: ----0 1 4J .. -��:;,tt±� I � / �, I - , , - _ , - I � i \1 _7 , I - 11 14� - -1 P - � _ , ,��_,::_,,L,_`, 4 - �,t4�. �, , , .1 ,,,,, I " : I I j -11 I-1__-- 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT - - __ - 11 I I - 11- E3 __......._____..__,_ . - I 1 . -, , /�/ -,,/�, --,� ' ,z�,�,,//,;4Z�44,_-7'-,,,,/, . __ _.............__-, L� -_* --, 11 . / -�� ___7__P1_7 I _7717 11 7 E3 i 777// � ;� , ,� _-_�',,,;4_ ,I, � \ /_ -:�,.:::-- -L.- .. I � ,// ..._77 ', ./�/,,7 ,�,"7 ;�P,R� .................. ,, ., - I " - __ ','/ / .. /-- I - ,L, � 7 :��I- - - - I ; t-/,P/...t_'7,4, -11........__I. .......____.,;��I—-,____....-.I,--,- � �, - ..............------1 I "I, I I- - - � � EXISTING REV I DATE I DESCRIPTION i I ,,�/,/_�, __ __ -". __ _ __ __ _ - � ,/_ � \ \ / "I -"/ ... /I I -- ' _� i � TREE TO BE SAVED, I I - , ��111�1;1 ,� - , I 1, \ I I APPLICANT\OWNER: , z TYP. I 1�1 i I - __ �� ,�, _�,� \ i � �,,��_,�/,/-- -, %, 1� i , "I , I I � 1 , " ( / I � �\�cj ,- \ \ �, I LIFE STORAGE � � z "I, I �11�� 1-1 % " � i I GIC I 5 T� 11_� I t I �, \ I N, -1 \ � � I i 6467 MAIN STREET ,\ 11 \ 11 i ; � ,\ / % 1\ z I I i z \ \ "I \ I � I i WILLIAMSVILLE, NY 14221 \\ ) �\,I I \ lk 11 I PROJECT: LIFE STORAGE GENERAL NOTES SEED MIXES: PLANTING SCHEDULE-TREES, SHRUBS, GROUNDCOVERS & PERENNIALS 435 HIGHLAND AVENUE I . - LA SALEM, MA 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 820 WEST STREET, AMHERST, MA 01002 APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY PHONE: 413-548-8000 FAX 413-549-4000 1 - ____ ____ THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE -_ EMAIL: INFO@NEWP.COM WEB ADDRESS: WWW.NEWP.COM PROJECT'NO. 2570-01 DATE: 06/25/2019 WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES q"**A ION MIX FOR DRY SITES THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING DECIDUOUS TREES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY KEY QUANTITY BOTANICAL NAME MIN. SIZE SPACING COMMENTS SCALE: 1'-20' DWG.NAME: C-2570-01 GROUND UTILITIES. BOTANICAL NAME WETLAND INDICATOR . DESIGNED BY: SJL/BEq��ED BY: CMQ � � 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN AR 4 OINTE' REDPOINTE RED MAPLE 2.5-3" CAL. AS SHOWN B&B ELYMUS CANADENSIS CANADA WILD RYE FACU+ Q & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. FESTUCA RUBRA RED FESCUE FACU PREPARED BY: 6 THORNLES LOLIUM MULTIFLORUM ANNUAL RYEGRASS � ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA CI 6 CRATAEGUS CRUSGALLI INERMIS HAWTHORNE 1.5-2" CAL. AS SHOWN B&B LOUUM PERENNE PERRENIAL RYEGRASS I I WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR PANICUM VIRGATUM SWITCH GRASS FAC 3 ASSOCIATES, INC. IS STRICTLY PROHIBITED. NS 1 NYSSA SYLVATICA TUPELO 2.5-3" CAL. AS SHOWN B&B INDIAN GRASS UPL 1111 U) ' . � . . SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM FACU 1111 2 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 EVE REES FACU 11 11 11 11 11 11 11 11 11 11 11 01111 11 11 11 z I FEET MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES PROVIDES � T INCLUDE AMENDED PLANTING SOIL WITHIN TREE / AN APPROPRIATE SELECTION OF NATIVE Q) AC 6 ABIES CONCOLOR WHITE FIR 6-7' HT. AS SHOWN B&B ALLEN & MAJOR I SHRUB PIT FOR FULL DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR RECENTLY DISTURBED SITES WILL BE QUICKLY REVEGETATED RUBS AND TREES. ALL AREAS OF LOAM AND SEED AND THE SOIL SURFACE STABILIZED. IT IS AN APPROPRIATE SEED MIX FOR �� I TO 6 THUJA OCCIDENTALIS 'TECHNY' MISSION ARBORVITAE 5-6' HT. B&B ES, STEEPER SLOPES, AND AREAS REQUIRING QUICK COVER Ln TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY I I I I I I ASSOCIATES, INC. N DURING THE ECOLOGICAL RESTORATION PROCESS. THE MIX MAY BE APPLIED BY I CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND OR HYDRO-SEEDING, BY MECHANICAL SPREADER, OR ON SMALL SITES IT CAN BE civil & structural engineering * land surveying (j CONTRACTOR, DEMOLITION CONTRACTOR, AND SHRUBS environmental consulting + landscape architecture �_ SPREAD BY HAND. LIGHTLY RAKE, OR ROLL TO ENSURE PROPER SOIL-SEED �_ OR TO COORDINATE PROPER DEPTH OF EXISTING HY 14 HYDRANGEA A. 'INCREDIBALL' NCREDIBALL HYDRANGEA #5 POT CONTACT. www . aIIenmajor . com :z w MATERIAL REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM . D WITH A SPRING OR LATE SUMMER SEEDING. LATE I 100 COMMERCE WAY, SUITE 5 Q� D TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL SPRING THROUGH MID-SUMMER SEEDING WILL BENEFIT FROM A LIGHT WOBURN MA 01801 � COST TO OWNER. SEE TOPSOIL DETAIL. RL 15 'LANDMARK' #5 POT MULCHING OF WEED-FREE STRAW TO CONSERVE MOISTURE. IF CONDITIONS ARE DRIER TEL: (781) 935-6889 U THAN USUAL, WATERING WILL BE REQUIRED. FERTILIZATION IS NOT FAX: (781) 935-2896 �_ VC 10 VIBURNUM CASSINOIDES ITHEROD VIBURNUM 1 3-4' HT. AS SHOWN I B&B REQUIRED UNLESS THE SOILS ARE PARTICULARLY INFERTILE. PREPARATION OF A � ---. I 1W I BED IS NECESSARY FOR OPTIMAL RESULTS. :�� WOBURN, MA * LAKEVILLE, MA * MANCHESTER, NH �� PERENNIALS/GRASSES PRICE PER LB $15.00 MIN. QUANITY 5 LBS. TOTAL: $75.00 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. i� APPLY: 35 LBS/ACRE :1 250 SQ FT/LB CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE C-) DIG SAFE BA 34 BAPTISIA AUTRALIS LUE FALSE INDIGO #3 STAGGERED PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC , ''' __1 11, � ,-,'�,- ,,, � MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC � , -l", . S: I ,�`,._71 I ''I r_1 �', RF 30 RUDBECKIA FULGIDA OLDSTURM BLACK EYED #2 24" O.0 STAGGERED . APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE "I I�', (i I, I I " 'GOLDSTURM' USAN _ I,�I ,�', - - - . MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR <11 'I, � ,�, - "I I �� OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL Q) X I �, ,,, \0 "I' I INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC , I I I , 11 - MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND I 11�,� � GRAPHIC SCALE : �1� K 11�'j 1�11 � I I '' SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF U) I I `�,�� ill� 1 20 0 10 20 40 80 ALLEN&MAJO 'S WORK PRODUCT. N ,� I R ASSOCIATES,INC. _�_ �, � I I i I I 11 �11 I" --I vm� � �Q , FW% 0"mmmms 06- wq I DRAWING TITLE: 0. Q LLJ BEFORE YOU DIG ( IN FEET ) a CALL 81 1 OR � 1 inch = 20 ft. LANDSCAPING PLAN L-1 01 � 1-888-DIG-SAFE - . I j I '000004 1 1 i--7-=i - i I - ( 4 li, o --"-,� ` " �-�j - - ` I I 11 �-"'�,',� ' ' �" '1�1 � i I i _� .. z CbppightO2019 Allen&MajorAssociates,Inc. AHRigbts Reserved I __ I I I I I LANDSCAPE NOTES SEED. SEE REMOVE ARBORKNOT AFTER ONE LANDSCAPE '� GROWING SEASON 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SALEM, MA. PLAN FOR NOTES TYPE ARBORKNOT BY DEEP ROOTS OR 2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE. FINAL PLACEMENT OF PLANTS TO BE APPROVED 1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE BY THE LANDSCAPE ARCHITECT IN THE FIELD. APPROVED EQUAL TO NURSERY OR FIELD GRADE. ROOT FLARE SHALL BE 2" ABOVE �I OFFSITE COMPACTED FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY SCREENED DETERMINE ACTUAL TOP OF ROOTBALL AREA. PERMITTING AGENCIES, AND "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS IN ADVANCE TOPSOIL 3" BARK MULCH IN SAUCER OF ANY WORK THAT WILL REQUIRE EXCAVATION. CONTRACTOR SHALL NOTIFY THE OWNERS GENERAL NOTE _ NO STONES 2. INSTALL THREE GUYS PER TREE; EQUALLY SPACED AROUND BALL. REPRESENTATIVE OF NAY CONFLICTS IN WRITING. a: ( " 3 ABOVE ' LARGER PLANT SAUCER, 4 CONTINUOUS WITH " BARK MULCH 3. ATTACH GUYS AT 2 3 HEIGHT OF TREE. 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN FOR DEPTHS :'.:,:<=' THAN 3/8 ) / " WARNING FLAG 18 ABOVE FINISH COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS SEAL OR SELECTED SPECIMEN T PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL ALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. COMPACTED GRADE 4. BACKFILL WITH LA SHALL SUBGRADE SOILS. 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT NW� FINISH GRADEMOSS, 10% SAND. 5. ALL TREES SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE NOTED OR �"/ �'� .�/�/ APPROVED BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. SET ANGLE OF GUYS TO ENTER 5. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN TEXTURE CLASS % OF TOTAL WEIGHT GROUND AT LIMIT OF BRANCH PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST. QUANTITIES SHOWN ON PLANS SAND 45% - 65% COMPLETION. SHALL GOVERN OVER PLANT LIST. SILT 15% - 35% _._. CLAY 5% - 20% STEEL EYE STAKES BY DEEP ROOTS 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY OWNER'S OR APPROVED EQUAL REPRESENTATIVE AND LANDSCAPE ARCHITECT ROOTI5 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE SIEVE % PASSING --- PLANTING SOIL MIX: BACKFILL IN LOOSE STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF 3/8" 100 LIFTS OF 6"-8" DEPTH. SETTLE WITH NURSERYMEN. NO. 4 85-100 13 X DIA. OF THOROUGH WATERING. SEE NOTES 3&4. NO. 40 60-85 ROOTBALL 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF NO. 100 38-60 WITH SLOPED CUT AND REMOVE BURLAP AND ACCEPTANCE. NO. 200 10-35 SIDES WIRE BASKETS ENTIRELY. 20 u m LESS THAN 5% 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6" OF SUITABLE LOAM & SEED LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE PROTECTED WITH AN EROSION CONTROL BLANKET. NOTES: EVERGREEN TREE DETAIL 11. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED FOR 1. TOP OF LOAM (TOPSOIL) IS FINISH GRADE. NOT TO SCALE 2 FALL PLANTING. 2. ALL TOPSOIL (BOTH ONSITE AND OFFSITE SOURCES) SHALL BE 12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL TYPICAL OF ONE FOOT ABOVE THE ROOT CROWN. CULTIVATED TOPSOILS OF THE LOCALITY. OFFSITE SOIL SHALL BE SUITABLE FOR THE GERMINATION OF SEEDS AND SUPPORT OF NOTES: GENERAL NOTES 13. ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3" OF PINE BARK MULCH. GROUND COVER VEGETATIVE GROWTH, WITH ADDITIVES, IF REQUIRED, TO ACHIEVE 1. ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE AREAS SHALL RECEIVE 1" OF PINE BARK MULCH PARTICLE DISTRIBUTION AND ORGANIC CONTENT BELOW. TOPSOIL AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. ISETSHALL BE TAKEN FROM AWELL-DRAINED, ARIABLE SITE, FREE OF SHRUB 1"-2" ABOVE FINISH GRADE. 14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A BRANCHING SUBSOIL, LARGE STONES, EARTH CLODS, STICKS, STUMPS, CLAY 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANLUMPS, ROOTS, OTHER OBJECTIONABLE, EXTRANEOUS MATTER OR NATIVE TOPSOAPPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY PATTERN TO ALLOW FOR A MINIMUM OF 7' OF CLEARANCE BETWEEN THE GROUND AND THE DEBRIS NOR CONTAIN TOXIC SUBSTANCES. 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT M THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE LOWEST BRANCH. �N °Fy °�.IZ.I°� 10% SAND. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING CARLTON M. 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN 15. ALL TREE STAKES SHALL BE STAINED DARK BROWN. 3. THE CONTRACTOR SHALL PROVIDE THE OWNER / LANDSCAPE WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES QUINN � PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMEND UMASS " WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY CIVIL � AMHERST SOIL TESTING LAB FOR APPROVAL PRIOR TO OBTAINING AND 4. SHRUB BEDS TO HAVE 24 MIN. OF CONTINUOUS PLANTING SOIL. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 16. CONTRACTOR RESPONSIBLE FOR WATERING, AND RESEEDING OF BARE SPOTS UNTIL A UNIFORM c.4992 0 � PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED OR PLACED 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. PRIOR TO APPROVAL BY OWNER / LANDSCAPE ARCHITECT, IT IS AT CONTRACTORS RISK, AND IT CAN BE REMOVED AT NO ADDITIONAL & MAJOR ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. 17. ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 18" OF TOP SOIL. FINISH GRADE SHALL BE EQUAL TO THE TOP OF CURB. COST TO THE OWNER. IF THE PLANTING SOIL (BOTH ONSITE AND ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA PROFESSIONAL ENGINEER FOR OFFSITE SOURCES) DOES NOT FALL WITHIN THE REQUIRED SIEVE WITHOUT THE' EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR ALLEN & MAJOR ASSOCIATES, INC. 18. SOIL SAMPLES ANALYSIS, TEXTURAL CLASS, ORGANIC CONTENT, OR PH RANGE, IT ASSOCIATES, INC. IS STRICTLY PROHIBITED. ARCHITECT OR TESTS AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. SHALL BE ADJUSTED TO MEET THE SPECIFICATIONS THROUGH THE 3" BARK MULCH REMOVE SOIL FROM ADDITION OF SAND, COMPOST, LIMESTONE, " STEMS TO DETERMINE 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 OR ALUMINUM SULFATE TO 19. ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES, SHRUB BEDS, AND 4 EARTH SAUCER WHERE ROOT AREA FEET MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES BRING IT WITHIN THE SPECIFIED LIMITS AT NO ADDITIONAL COST TO PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION. DESIGN THE OWNER. BEGINS AND SHRUBS DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN APPROVED IRRIGATION r. FINISHED GRADE SHRUB PIT FOR FULL DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL, TO BE DETERMINED BY THE OWNERS ,,.;=::�- ^ OOT BALL `;;`M{�a�;:� ;� _ :-__} PLANTING DEPTH AT SHRUBS AND TREES. ALL AREAS OF LOAM AND SEED 4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. TOPSOIL `'.�'�'���'��� ��.'-'r=;. TO HAVE 6 MINIMUM DEPTH OF TOPSOIL. TOPSOIL TO BE TESTED BY REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION SYSTEM IS TO BE DESIGNED FOR 'r ~''y�' ''` " EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION FOR SHRUBS AND PERENNIALS, 2 2019-09-12 REVISED PER CITY COMMENTS SHALL CONTAIN BETWEEN 4% AND 8% ORGANIC MATTER OF TOTAL DRY L �.� 6 MIN. TOPSOIL, ROOT BALL ':�:'� y��" CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE AND OR WEIGHT AND SHALL CONFORM TO THE FOLLOWING GRADATION AND ,:,•,= : . NEW OR EXISTING IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE, A CENTRAL SHUT-OFF VALVE, AND A 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT uti '� �'' PLACEMENT. GENERAL CONTRACTOR DEMOLITION CONTRACTOR AND TEXTURE CLASS ABOVE. `��'�-' ,s�,.,,;t � � RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN EVENTS. CUT & ROLL DOW :f'� `� x. s^-'� LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING `"�'' '"'`'''i' `' PLANTING MIX REV DATE DESCRIPTION BURLAP ® TOP Ys '�'`''"`"rJ`� '' 'F-'{` t" M MATERIAL REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM " " OF ROOT BALL. IF BACKFILL SEE DEPTHS OF PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL 20. A MINIMUM 18 WIDE BARRIER OF 1 GRAY OR TAN PEASTONE SHALL BE INSTALLED IN ALL APPLICANT\OWNER: TOPSOIL FOR LAWN,TREES, SHRUBS, &PERENNIALS SYNTHETIC, REMOVE NOTES #2 &3 COST TO OWNER. SEE TOPSOIL DETAIL. PLANT BEDS WHICH ABUT THE BUILDINGS IF BUILDING MATERIAL IS FLAMMABLE. MULCH SHALL NOT TO SCALE ENTIRELY. NOT BE NEWLY APPLIED WITHIN 18 INCHES OF ANY COMBUSTIBLE PORTION OF ANY BUILDING LIFE STORAGE 9" 3 X DIA. OF PER THE LATEST EXECUTIVE OFFICE OF PUBLIC SAFETY AND SECURITY DEPARTMENT OF FIRE 6467 MAIN STREET (MIN) ROOTBALL UNDISTURBED SOIL SERVICES REGULATION (527 CMR 17.00). INSTALL 6" DEEP OF PEASTONE WITH MIRAFI WEED WITH SLOPED FABRIC BENEATH AND STEEL EDGING BETWEEN THE PEASTONE AND ADJACENT MULCH BED. WILLIAMSVILLE, NY 14221 SIDES PROJECT: SHRUB PLANTING DETAIL 3 NOT TO SCALE LOAM AND SEEDING NOTES: LIFE STORAGE REDEVELOPMENT CONTRAREAS SHOWN ON THE PLAN PER SPECIFICATIONS BELOW AELT DISTURBED TO RECEIVE OTHER MATERIALS, AND AT 435 HIGHLAND AVE N U E o SCIENTIFIC NAME COMMON NAME PROPORTION PERCENT PERCENT SALEM, MA h TREE DRIPLINE BY WEIGHT PURITY GERMINATION FESTUCA RUBRA CREEPING RED 37% 95% 90% PROJECT NO. 2570-01 DATE: 06/25/2019 (2) MIN. 2" X 2" X 8 ARBOR TIES BY DEEP ROOTS "RUBRA" FESCUE WOOD POSTS FOR OR APPROVED EQUAL ; METAL STAKE SCALE: AS NOTED DWG.NAME: c-2s70-0'I 1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE PAO PRAENTENSIS BARON KENTUCKY 40% 85% 90% TREES UNDER 3" CALIP EMOVE STAKES AFTER ONE AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. BES CHECKED BY: CMQ GROWING SEASON ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM BARON BLUEGRASS DESIGNED BY: SJ L/ o " TRUNK FLARE OF TREE TO DETERMINE ACTUAL ROOTBALL AREA. 2 \ LOLIUM PERENNE PALMER PERENNIAL 15% 95% 90% PREPARED BY: 10 -0 FOR TREES > 3 CAL. .� " CONSTRUCTION FENCE "PALMER" RYEGRASS z 8 0 FOR TREES 3 CAL. AND 3" BARK MULCH 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, UNDER 20% COMPOST LEAVES & ORGANIC MATERIAL, NO ASH 20% PEAT �� 4" EARTH SAUCER WITH ( ) '' FESTUCA RUBRA WILMA CHEWINGS 8% 95% 80% 0 6" MIN. TOPSOIL, BARK MULCH MOSS, 10% SAND. EDGE OF TREE TRUNK COMMUTATA WILMA S NEW OR EXISTING 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN -'_ ADJUST FOR FIELD CONDITIONS 1.SEED TO BE SPREAD AT MINIMUM RATE OF 5 LBS. PER 1000 SQ. FT. UT & REMOVE BURLAP PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT ALLEN l.X.. MAJOR ^ PLANTING MIX ' " COMPLETION. NOTE: 2.SEEDING TO BE COMPLETED "IN SEASON" BETWEEN APRIL 1 TO JUNE 15 OR AUGUST 15 TO o BACK FILL SEE 3 0 MI�1 AND WIRE BASKET ENTIRELY. 1. �. OCTOBER 1, EXCEPT FOR RESEEDING OF BARE SPOTS. IF UNABLE TO SEED WITHIN THESE NOTE 2 &3. CONSTRUCTION FENCE TO BE "VISUAL BARRIER FENCE AS MANUFACTURED TIMEFRAMES, CONTRACTOR TO INSTALL EROSION CONTROL MATS ON ALL SLOPES 3:1 AND OVER, N 3 X DIA. OF BY EXXON CHEMICAL COMPANY ATLANTA, GA; KONTROL SAFETY FENCE AS HYDROSEED ALL EXPOSED AREAS, ADD SOIL STABILIZER "FLUX TERRA HP-FGM SOIL STABILIZER" ASSOCIATES INC. MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. I UNDISTURBED SOIL ROOTBALL AS MANUFACTURED BY "PROFILE" TO HYDROSEED (AT RATE OF 3,000 LBS PER ACRE), AT NO civil & structural engineering • land surveying WITH SLOPED 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND ADDITIONAL COST TO THE OWNER. CONTRACTOR TO COMPLETE ALL ABOVE "OUT OF SEASON" environmental consulting • landscape architecture �- ROOTBALL REQUIREMENTS AND THEN ALSO BE RESPONSIBLE FOR RE-GRADING AND RE-SEEDING ALL w w w . a l l e n m a j o r . c o m SIDES PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE w TRUNKS AND DRIPLINE. DISTURBED, ERODED, OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN FALL OR 100 COMMERCE WAY, SUITE 5 v ROOTBALL ! g` O.C. �') � METAL POSTS SPRING AT NO ADDITIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE FOR ALL MAINTENANCE TEL: (811) 935 6 89 UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING: WATERING, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO OWNER. FAX: (781) 935-2896 z J REINFORCED RUBBER HOSE s TEMPORARY 3.COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 SQ. Ff. OR ¢ WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH x a CONSTRUCTION AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT THE RATE OF 100 Ln f FENCE POUNDS PER 1000 SQ. FT OR AS RECOMMENDED BY THE TESTING AGENCY. COMMERCIAL THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. TREE PIT 0 m c�o M -- h- - FERTILIZER SHALL BE A COMPLETE FERTILIZER CONTAINING AT LEAST 50% OF THE NITROGEN OF CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE WHICH IS DERIVED FROM NATURAL ORGANIZE SOURCES OF UREAFORM. IT SHALL CONTAIN THE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 3 POSTS FOR ALL TREES - - -' -- . '- FOLLOWING PERCENTAGES BY WEIGHT: NITROGEN (N) 10%, PHOSPHORUS (P) 6%, POTASH (K) MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 3" CALIPER & OVER APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE v , ;,:' , 4%. LIME SHALL BE AN APPROVED AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85% \ / MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR 3 X DIA. 00 %`' OF TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% WILL of � � `� � ' PASS A 100 MESH SIEVE AND 90% WILL PASS THROUGH A 20 MESH SIEVE. OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL ROOTBALL DECIDUOUS TREE PLANTING DETAIL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC o WITH SLOPED SIDES NOT TO SCALE `} TEMP. CONST. FENCE /TREE PROTECTION 4.LAWN AREAS TO BE SEEDED BY SOWING EVENLY WITH AN APPROVED MECHANICAL SEEDER AT MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND Nor M SCRE 5 THE RATE OF TEN POUNDS PER 1000 SQUARE FEET. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF N 5.CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, AND RESEEDING OF LAWN BARE SPOTS ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. DRAWING TITLE: SHEET No. W LANDSCAPING PLANS L-102 Z Coppight©2019Allen&Major Associates,Inc. All Riehts Reserved HANDICAP PARKING SIGN/POST (SEE DETAIL) IITE�WF PAINT �3FX w _� F �3 a� °j BLUEPAINT jj " v qg fz 8' , m m 4' 2' MAX CROSS *, zz z SLOPE 1:50 �- 2,5" "F , 1'_1" 4 ym m m ALL DIRECTIONS ; CO t7 4 f �j ,. 4 O*. R �REFLEC: VE PAINT: X A . .w,...x^ f Np I RADIUS 4 , STOP LINE RA 4 "--"1!, �. 1tVHI : A,i f �.: 7 0 = � �� , g -3 �- l s 1 5" , -7 M PAINTED SYMBOL (SEE DETAIL) RADIUS 2'(TYP) �---� zw 2 (TYP) WIDTH VARIES �I I 1' 2" SEE LAYOUT PLAN yX � 2 11 rg SEE SIDEWALK TRANSITION DETAIL 2OL,HRA �. I 23" x sr• cD 8.0' k a - £ ,�y, 3 �'r ''�: �°'b��a�3 NOTE: S a 7/-011 10 LANE LINE STRIP: THIS IS LOCATED IN THE LINE WITH EACH 12'-0" 8'-0" f `n SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOL IS LANE LINE AND HALF THE STRIP ON EACH SIDE. ;'; �- REQUIRED TO CONTRAST WITH BACKGROUND. USE WHITE ON BLUE O MID LINE STRIP: THIS IS LOCATED MIDWAY BETWEEN EACH (COLOR #105090 IN FEDERAL STANDARD 5952) DOUBLE COAT. LANE LINE STRIP. TYPICAL ACCESSIBLE HANDICAP PARKING STALL WHITE THERMOPLASTIC LETTERING/ARROWS O ACCESSIBLE PARKING STALL PAVEMENT MARKING CROSSWAK STRIPING NOT TO SCALE NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE `t 2'-6" 11-0" 12"x18"x.080 GA. FINISH GRADE, SEE PLAN FOR RETRO REFLECTORIZED MATERIALS. A A OF ALUMINUM SIGN RESEt�VED VERTICAL GRANITE CURB, 6" REVEAL, D (� PARKI7 r u i • r v , : u, x .:.t r CARLTON M. i INTERNATIONAL SYMBOL „ VA-4 GRANUi:AR BASE COCIRSE�PER`�SOIL -REPORT S°:"" " B1 QUINN iv OF ACCESSIBILITY. 1 -6 2500 PSI CEMENT - CIVIL N Y > fif'-`,( �e 1� 2 �?'.2� ' ` sJ y� "S,-x7' R,��3�/'- ..:; e. ,�,a y.' BORDER AND CONCRETE FULL ri LETTERING IN WHITE LENGTH FRONT SIDE ' ` / /' r ' ;�� �` ���Y ` .h >`Y 4ss2 a ON BLUE BACKGROUND GRANU^LAR ,SUB,;BASE COURSE ,PER OIL REPORT, ; 62 isTE -- 1 ; 4 i 3 = , I ► ....._ I _. i ;_ I # II ...... ADDITIONAL SIGN STATING I �; i SUBGRADE PER .SOIL REPORT i I i i -- "VAN ACCESSIBLE SPACE"-�� V/W 7,5" i -----€ - ; 1 1 I I Iv---- ` PROFESS AL EN EER FOR ACCESSEE TOP COURSE { --__ 3 I ALLEN & MAJOR ASSOCIATES, INC. WHERE INDICATED ON SITEEO7TBX'(1LEI.FAERI ' �� 3 ��� I REFER TO SIGN LEGEND PLAN AS "VAN" 6„ BINDER COURSE (SEE SECTIONS) 1.5" RADIUS ' " " " " = 1. SURFACE COURSE, BASE, AND SUB-GRADE ARE SHOWN PER THE GEO-TECHNICAL ENGINEER'S • cfl -2 x2 x8 -0 SQUARE 2 SQUARE SIGN POST. 5 -0 .I 2 STEEL SIGN POST FOR HANDICAP SIGNAGE (NP) 18" = , :. RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDITIONS AND/OR. METHODS. a ONLY SET IN 6" PIPE (OR PER 2. SUB-GRADE SHALL BE COMPACTED TO 95% OF PROCTOR. LOCAL CODE) COOR ATE PAVEMENT DETAIL WITH GEO-TECH & ENGINEER. LANDSCAPED SURFACE BOLLARD PAINT YELLOW 3'-0" 3 DIN EE 2' MIN. FILL WITH GROUT -^ STANDARD DUTY PAVING - AUTO PARKING ` ,w `,' .:` A = 1.5" ASPHALT CONCRETE - SURFACE COURSE M3.11.03, TABLE A. TOP COURSE 5 MAX. , ,_' ( ) - ....�.,, , . . : ,... . � �. - ^ .. z��� �4�r.�:� ��_.., 2 2019-09-12 REVISED PER CITY COMMENTS .,:.:. �...._„.:_ ._ ., .-•::.,. ..,. .>• ,, � .: ... .......:....,. ..:., . ,. . ••- a._:: ,, t »�,.,.,,.;•.. � .,'- , ; -��� tea.;;_- �,- 1.5 ASPHALT CONCRETE - BINDER COURSE (M3.11.03, TABLE A, BINDER COURSE) TOP OF CURB _ „ 6" a6" ro �6" GRANULAF�, . B1&B2 - 6" GRANULAR BASE/SUB-BASE COARSE - MASS HIGHWAY DEPARTMENT 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT " 63 � ' 1 _ w,4r (MHD) M1.03.0 TYPE B GRAVEL BURROW " EXPANSION JOINT y � � ' �- � ROADWAY � f I ( ) ��>�� ;�' � ���� d REV DATE DESCRIPTION _ k J y i} t 1 n MIN HEAVY DUTY PAVING - TRUCK TRAFFIC AREAS 3 -6 ; y= »= APPLICANT\OWNER: „ A 2.0" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03. TABLE A. TOP COURSE) 4' DEEP x 18" DiA 2.0 ASPHALT CONCRETE - BINDER COURSE (M3.11.03, TABLE A. BINDER COURSE) ' 6 \ <, �` LIFE STO RAG E CONCRETE FOOTING ` ^ �:� iOMPACTED SUBGRAD�E ORS ;� 61 a 6 " GRANULAR BASE COURSE - MHD M2.01.07 DENSE GRADED CRUSHED STONE • r , < UNDISTURBED MATERIAL B2 = 10 GRANULAR SUB-BASE COURSE - MHD M1.03.0 TYPE B GRAVEL BORROW 6467 MAIN STREET f ,� ,, \ , ` WILLIAMSVILLE, NY 14221 NOTES: '' ,;>. '� ''�, /� `v'' ` �Y �. /� " • "", `� 1. SPECIFIC CODE SHALL BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. NOTE: PROJECT: �\ 'y NOTE: CONCRETE SHALL BE 2. PROVIDE (1) SIGN PER HANDICAP SPACE. SEE SITE PLAN FOR EXACT LOCATION. 1. CURBING TO MEET AND ALIGN WITH EXISTING CURBING 12 3,000 P.S.I. IN 28 DAYS 3. EXPANSION JOINT MATERIAL NOT REQUIRED WITH FLEXIBLE PAVEMENT. SMOOTHLY. LIFE STO RAG E DIA. REDEVELOPMENT STOP SIGN DETAIL 5 ADA ACCESSIBLE PARKING/TRAFFIC CONTROL SIGNAG 6 VERTICAL GRANITE CURB BITUMINOUS ROADWAY SECTIONS NOT TO SCALE NOT TO SCALE - - 8 435 HIGHLAND AVE N U E NOT TO SCALE 7 NOT TO SCALE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 1" (MIN) #4 ® 2.0' SCALE: AS SHOWN DWG.NAME: C 2570-01 SURFACE COURSE A NOTE: O.C. BINDER COURSE _ TACK COAT - PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE 3/4", 610 WITH 6"x6"x #10 WIRE MESH REQUIREMENTS OF THE STATE SPECIFICATIONS, DILUTED WITH ONE PARTF DESIGNED BY: SJL/BES CHECKED BY: CMQ r WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M140 ASTM D997 WIDTH VARIES SEE PLAN r / � 4 ' PREPARED BY: x, a � � TOOLED JOIN g OR AASHTO M208/ASTM D2397, SS-1 H, CSS-1, OR CSS-1 H. DENSE GRADED CRUSHED STONE FOR BASE #4 CONT. o � • � ' NOSING a:: /^ =s k ~� �= T� s *~ v SLOPE SIDEWALK ® 1.5% MAX. (TYP.) 1 3/4" ONE SURFACE COURSE OF 1.5" BITUMINOUS J v' \i • & ONE BASE COURSE OF 1.5"• BITUMINOUS Q 5" THICK 4 600 PSI CONCRETE ® 28-�DAY STRENGTH CHAMFER BASE �i GRAVEL BORROW C X „ a SAW CUT EDGES CLEAN JOINT OF ALL DEBRIS � x x x .X X X X AND PROVIDE TACK COAT � ( �-- f �~ C8" AGGREGATE BASE b S E--�- 5 WIDE ALLEN & MAJOR NOTES• ^lc- ��1 C i SEE PLAN 1. THE FOLLOWING ARE THE MINIMUM REQUIRED PAVEMENT SECTIONS PER THEPROJECTi i / / = 12 EXISTING TU!' Gl7URSE PROPOSED .TOP` COURSE / '/ /,...;. f,.,/ , \/\./ // //�//., /. /, // , < QETAIL: .::: N GEOTECHNICAL ENGINEERS RECOMENDATIONS. \` \\ >•���;\ `\,\�`"-,',� \, "�, � \ � , ` ASSOCIATES INC � : . . . . . . . . . . . . . EXISTING BASE 'COURSE /c"' ,, \ \�\ `".:�." "' » " civil & structural engineering ♦ land surveying �� \ \ C �� } ,. fi. RAYEI AS MIN) S g Y €; 2. REFERENCE IS MADE TO MATERIALS DESCRIBED BY THE MASSACHUSETTS HIGHWAY ��/ '%';COMPACTED EXISTING SUBGRADE _/\/\ \; �/, �, ,6 ,� / . PROPOSED ...BASE COURSE. . / ; ,.,;� .-; , , ,.,; , ; , .- , , -, ,, ,, , � ! .� /i / / _ / -/ \., \, \ , •�,\/ P / environmental consulting * landscape architecture DEPARTMENTS MHD S STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1995. %`_ Z ( ) w w w a 1 1 e n m a o r c o m ill 'i :/ � / ,\ �,< ,� / i•, •.i, ../\`r' / /\\/\' / \'i' �/, � �. .� { �\��.r 3. SUBGRADE SHALL BE COMPACTED TO 95% OF PROCTOR. Fi,, /.,, . , ;,., ,. / //;,i, /,,F / /,; / /j ,,� UNDISTURBED ORf. 100 COMMERCE WAY, SUITE 5 4` EXISTING GRAVEL BASE PROPOSED GRAVEL BASE `". •a. � � , ; , Y, �` y COMPACTED, SUBGRADE = WOBURN MA 01801 jj\/ / / ;�/ vim.- HEAVY DUTY PAVING Y` TEL: (781) 935-6889 ' ;/LL, ;;. //.��$ \ /. \ _ r� / v%/ it :, k e �� FAX: (781) 935-2896 A = 1.5" ASPHALT CONCRETE - TOP COURSE (MHD M3.11.03, TABLE A. TOP COURSE) - \ 2.5" ASPHALT CONCRETE - BINDER COURSE (MHD M3.11.03, TABLE A. BINDER COURSE) NOTES: WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH Q B = 6" DENSE GRADED CRUSHED STONE FOR BASE (MHD M2.01.7) SEE STANDARD 12" MIN. 1. SIDEWALK TO HAVE TOOLED JOINTS IN A 5' x 5' (TYP.) GRID WITH EXPANSION THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. C = 8 GRAVEL BORROW (MHD M1.03.0, TYPE b) JOINTS 15 ON CENTER AND PREMOLDED FILLER. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PAVEMENT DETAIL NOTES 2. TOOLED JOINT 6" FROM FACE OF CURB. 1. SEE PLAN FOR ELEVATIONS. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC STANDARD DUTY PAVING MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U A = 1.5" ASPHALT CONCRETE - TOP COURSE (MHD M3.11.03, TABLE A, TOP COURSE) 3. SEE PLAN FOR ELEVATIONS AT CURB APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE 2.0" ASPHALT CONCRETE - BINDER COURSE (MHD M3.11.03, TABLE A, BINDER COURSE) 4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL oI B = 6" DENSE GRADED CRUSHED STONE FOR BASE (MHD M2.01.7) INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC C = 6" GRAVEL BORROW (MHD M1.03.0, TYPE b) RUNNING SLOPE TO BE 4.5% MAX, TYP. 5. THE SURFACE SHALL BE FINISHED WITH A SOFT BRISTLED PUSH BROOM MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N ACROSS THE ENTIRE SIDEWALK WIDTH, PERPENDICULAR TO THE DIRECTION OF SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES of c i PEDESTRIAN. "PICTURE FRAME" FINISHES SHOULD N�0 BE PROVIDED. ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. STANDARD & HEAVY DUTY ASPHALT PAVEMENT PAVEMENT KEY CUT DETAIL BITUMINOUS CONCRETE WALKWAY DRAWING TITLE: SHEET No. NOT TO SCALE 9 NOT TO SCALE 0 MONOLITHIC CONCRETE CURB AT CONCRETE SIDEWALK ' 12 NOT TO SCALE NOT TO SCALE DETAILS C-501 Z CoppightQ2019A/len&Ma brAssociates,Inc. All Ri hts Reserved 2"X11.75"X11.75" CONCRETE DETECTABLE INSTALL TWO ROWS OF PAVERS. A WARNING PAVERS BY TILE TECH OR APPROVED SEE PLAN FOR LOCATION. EQUAL TEL: 213-380-5560. O O O O O O O O O O O Rxzy / y LATEX THINSE MORTAR BED SPREAD PER OR E OU 000O0 O3RANUA ' O O O O O MANUFACTURERS RECOMMENDATIONS. STEEL BOLLARD CAP O O O O O> X 000 000 0v O , RANULAR SUB�BASE�C URSE' Ot REPORT B2 n- O O O O O O � '� 6"� SCH 40 STEEL PIPE O O OD O O --- i I ..... I I FILLED WITH 3000 PSI I CONCRETE SLAB 4" THICK; 4,500 PSI 0 O OOOO O O O O O OSU[BGRADE-_IPIER�OI1tPO o 28 DAY STRENGTH; WWF 6X6 X W2.9(MIN.) CONCRETE PAINT Cq O O O O O O O 0 O O O REFLECTIVE YELLOW W I (SEES 'SECTIONS) w v 8" COMPACTED GRAVEL BASE 0 0 0 0 0 O O 0 0 0 0 FINISHED GRADE " 1. SURFACE COURSE, BASE, AND SUB-GRADE ARE SHOWN PER THE GEO-TECHNICAL ENGINEER'S (MIN.) 0 O O O O O O O O O O RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE CONDITIONS AND/OR METHODS. 2. SUB-GRADE SHALL BE COMPACTED TO 95% OF PROCTOR. e . COMPACTED SOIL SUBGRADE FLUSH 'CURB 3. COORDINATE PAVEMENT DETAIL WITH GEO-TECH & ENGINEER. . ' ' STANDARD DU PAVING - AUTO PARKING TYPICAL SECTION VIEW N A = 1.5" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A. TOP COURSE) 3000 PSI a °' TYPICAL PLAN VIEW 1.5 ASPHALT CONCRETE - BINDER COURSE (M3.11.03, TABLE A. BINDER COURSE) CONCRETE BASE o^ B1&B2 6" GRANULAR BASE/SUB-BASE COARSE - MASS HIGHWAY DEPARTMENT Z (MHD) M1.03.0 TYPE B GRAVEL BURROW •, i M NOTES: Ln 1. CONCRETE SLAB SHALL BE SLOPED 1.5% CROSS PITCH MAX TO PROVIDE COMPLETE SURFACE DRAINAGE. SEE HEAVY DUN PAVING - TRUCK TRAFFIC AREAS NOTES: °•• GRADING PLAN & HANDICAP CURB CUT / CURB TRANSISTION DETAIL. A = 2.0" ASPHALT CONCRETE - SURFACE COURSE (M3.11.03, TABLE A, TOP COURSE) -ALL EXPOSED PIPE SHALL BE 2. SLAB TO HAVE STEEL TROWEL AND FINE BROOM FINISH. DO NOT USE CURING COMPOUNDS. CONTRACTOR TO ADD 2.0" ASPHALT CONCRETE - BINDER COURSE (M3.11.03, TABLE A, BINDER COURSE) PAINTED WITH CATALYZED EPDXY EXPANSION JOINTS AND PREMOLDED FILLER AT EDGE OF TILES AND ADJACENT MATERIAL. B1 = 6" GRANULAR BASE COURSE - MHD M2.01.07 DENSE GRADED CRUSHED STONE PAINT. (COLOR AS DIRECTED ° : e z 3. SET TILES FLUSH WITH ADJACENT MATERIALS. B2 10" GRANULAR SUB-BASE COURSE - MHD M1.03.0 TYPE B GRAVEL B =ORROW • : ° BY ENGINEER) �� 4. SUBMIT SHOP DRAWINGS OF TILES AND SAMPLE FOR APPROVAL OF COLOR TO OWNER / ARCH. 5. INSTALL DETECTABLE WARNING PAVERS PER MANUFACTURER'S RECOMMENDATIONS. -A BITUMASTIC COATING " 6 SHALL BE APPLIED TO ALL MIN. MIN. PIPE BELOW GRADE (MIN.) BITUMINOUS ROADWAY SECTIONS FIXED PIPE BOLLARD 2 NOT TO SCALE NOT TO SCALE DETECTABLE WARNING PAVERS 3 NOT SCALE gill TILE TECH OR APPROVED EQUAL, 2" THICK DETECTABLE UJ ° •' p ' ' e. •4. .. '° WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING e . . ;. SURFACES. 2 X 11.75 X 11.75 CONCRETE PAVER. ° e e ° OZ SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL OFe ; SLOPE CURBING cN Cl B •. , e, . .'' e : '• : . _ �•... ~lk of TO MATCH GUTTER 7.5% MAX COLOR. SET FLUSH WITH ADJACENT CONCRETE. SEE ` a SLOPE CARLTON M. w 0 1.5% MAX DETECTABLE WARNING PAVERS DETAIL. U NN • a • .. : w g LOPE IL '. :.'. e• .:: ': e .. a° . , . . 4.5% MAX SLOPE i 4.5% MAX " N 6923 ti • o SLOPE 6 2% MAX AT ENTRY DOORS 1.5% MAX sT I 7.5% M REFER TO SITE LAYOUT PLAN e SLOPE ALL SLOPE 1.5% MAX ' DIRECTIONS SLOPE PLAN VIEW •A: °`: : :,a A . +. 1.5% MAX- ` t 24" PROFESSIONAL ENGINEER FOR �r < t �. - ALLEN & MAJOR ASSOCIATE INC TYPICAL PAVEMENT NOTE: PROVIDE NON- SECTION SEE DETAIL SLIP BROOM AL � . ,,� s. ,. �.. .,. x•. 6" 4.5% 'MAX FINISH TO TOP SURFACE. SLOPE TOP OF SLA "a.. 2�}" r:.t.� -�, CURBING PER 1/8"/FT IN THE DIRECTION VARIES • ' SLOPE PLANS CURBING PER SEE PLAN 6x6-W2.9xW2.9 WWM OF ADJACENT PAVEMENT PLANS SEE p�,qN 6" OR NUMBER 4 AT 18 BW GRADING (REFER TO SITE 5 (MIN) CURBING PER 7.5% MAX SEE PLAN 3" GRADING PLAN) SLOPE CURBN PLAIN CEMENT VARIES PLANS SLOPE 3.3' MIN. TO MATCH GUTTER CONCRETE SEE PLAN NOTES: 2 2019-09-12 REVISED PER CITY COMMENTS io aX X�=X: a X° ---Xi --^X . X X• DETECTABLE 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT a :• WARNING 1.5% MAX 2. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF SURFACE AND REV DATE DESCRIPTION e ° ° 2 M11,1 FOUNDATION. APPLICANT\OWNER: SURFACE N _���, 3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY GROOMING IN A DIRECTION LIFE STORAGE TYPICAL ROAD WAY } � PARALLEL TO THE LENGTH OF THE RAMP. 6467 MAIN STREET SECTION a ��,`-.LLr .� �, '"A„`��,���cy r r e��m fat• z �' �C .a"�. - 'r ...- r1 6" CONCRETE 4. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. WILLIAMSVILLE, NY 14221 ������' SECTION VIEW 8" GRAVEL BORROW 5. THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES OR PROJECT: 4,000 P.S.I. (MIN. SECTION VIEW 12" OF �4" ENGINEER PRIOR TOKE THE MAKING ANYPMODCATIONS IFICATIONS.PRACTICAL OR UNSAFE. CONSULT CIVIL LIFE STO RAG E CRUSHED STONE REDEVELOPMENT CONCRETE CONCRETE DUMPSTER PAD DETAIL HANDICAP CURB CUT&CURB TRANSITION NOT TO SCALE 4 NOT TO SCALE 0 435 HIGHLAND AVE N U E SALEM, MA POST BASES PROJECT NO. 2570-01 DATE: 06/25/2019 DIVERSION RIDGE REQUIRED 10 MAX WHERE GRADE EXCEEDS 2% EA SCALE: AS SHOWN DWG.NAME: C-2570-01 OR GR ZER END, CORNER AND INTERMEDIATE PANELc 12q°. DESIGNED BY: SiL,/BES CHECKED BY: CMQ ROADWAY RAIL TIES SPACED _ END POST TOP SALVAGE MAX 15 APART " PREPARED BY: `l� ,� .� T ,�'/�h lam•.. -y�• r,,y/ �% �;F�� ,r• (n S POST TIES OR 10" 12" SECTION A FILTER FABRIC of ,> CUPS iv iv SPACED MAX = _ O " r) r7 0 48 15 APART HAYBALE OR SAND BAGS, OR ALLEN & MAJOR " I 11. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION CONTINUOUS BERM OF SPILLWAY N 72" BRACE TIES THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT EQUIVALENT HEIGHT ASSOCIATES, INC. I SPACED MAX � ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP 18 APART a ca DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES WATER SUPPLY TO WASH civil & structural engineering ♦ land surveying 2 _ a a = USED TO TRAP SEDIMENT. WHEELS (IF NECESSARY) I I environmental consulting ♦ landscape architecture Lu www . aIIenmajor . com NEAT FINISH 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR FLOW 100 COMMERCE WAY, SUITE 5 TO ENTERING THE PUBLIC RIGHT-OF-WAY. T WOBURN MA 01801 4a a' a �o TEL: (781) 935-6889 _- - 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 20 R FAX: (781) 935-2896 Z a DRAINS INTO AREA STABILIZED WITH CRUSHED STONE THAT DRAT . ; z_ a AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Q ��' -`LJJ �'� -' J �`� J � � WOBURN, MA ♦ LAREVILLE, MA ♦ MANCHESTER, NH nPOST a z 3 u' ��.•--./`1�'.-..��,•--,0`.\�.•-,,.,,.V., "`��r-, �,,-..,"11�.-../'�'��,-,,,'--ta c• -J\v BASE --� a ° a A A " THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. J _ 4000 PSI a = 4. USE SANDBAGS, HAYBALES, OR OTHER APPROVED ao 2 -3 COURSE AGGREGATE i j�_ CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE " METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. 0 " -- ~, 12 (MIN.) PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 1-1/2 -565 LB MIN OF 6 THICK V CONCRETE MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC NOTES: 7C1t��1t � i"1� �� 1�- t�J� �twl�_�t 1�-�t� tt �tv��1. APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE - FOR CORNER, END > �-�>_. ��_.r .' o > _ o s-�� r-o r,¢ 0 1. AT FENCING AGAINST WALLS, ALL POSTS TO BE SET FOR GATE POSTS MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR LINE AND PULL POSTS OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC. MAY REMOVE ALL USING "SLEEVE-IT" SEE DETAIL FOR FENCE POST AT DIVERSION RIDGE INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC Lx) MODULAR BLOCK WALL. PLAN MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND 2. ALL FENCE MATERIALS TO BE BLACK VINYL COATED. FENCE HEIGHT MIN. H SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF BLACK VINYL COATED CHAIN LINK FENCE 5' OR LESS 2'-6" ALLEN&MAJOR ASSOCIATES,INc.'s WORK PRODUCT. TEMPORARY CONSTRUCTION ENTRANCE/EXIT , DRAWING TITLE: SHEET No. O NOT TO SCALE 6 OVER 5' 3'-0" NOT TO SCALE DETAILS C-502 z Copyright©2019AHee&Major Associates,Inc. All Rights Reserved W W W W W W W W W ,,.,�.--�°,-, STRAW BALE WEDGE LOOSE STRAW FABRIC SHALL BE j� W W ✓ _ �/ GRATE (NP•) AREA TO BE BETWEEN STRAW BALES TO INSTALLED VERTICALLY �� �� -- , � '�" � DOWNSLOPE '� t� ( / TREE DRIPLINE DISTURBED CREATE A CONTINUOUS i _ _ / SILT FENCEA _ _ BARRIER _ � � BA 0 o a o METAL STAKE AREA TO REMAIN UNDISTURBED TWO 2" WOODEN 1 REBAR FOR LIFTING �� STAKES PER" r CONSTRUCTION FENCE AND REMOVAL STRAW BALE 12 , C) rf PLAN VIEW " ry DUMP STRAP 2 1 1/2" SQUARE WOOD _ --w 6 \ ( ) EDGE OF TREE TRUNK POST 10' ON CENTER 4" MIN 'i _.__ , ( ) ; 1 _ � r 1.5 1.5 WRAP ATTACHMENT OVERLAP ;'� ��" �1� i i� ��-��- _ NOTE: �'/'� � FABRIC CORD AROUND TWICE STAPLE DETAILS " SILTSACK /jz!i\ J'y rt �,- -= 1• CONSTRUCTION FENCE TO BE "VISUAL BARRIER FENCE AS MANUFACTURED " CATCH BASIN STRUCTURE `'�� ���` / 2"X2"X4' t BY EXXON CHEMICAL COMPANY ATLANTA, GA; KONTROL SAFETY FENCE AS i� ' /4 STRAW BALE WOOD STAKE MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. NOTE: /)AREA TO BE- 90 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND 1. INSTALL SILTSACK PER DISTURBED j\F TAMP SOIL w...> PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE MANUFACTURERS INSTRUCTIONS OVER FABRIC - /j�.,, , ,� -. .,, �- ` TRUNKS AND DRIPLINE. AND RECOMMENDATIONS. EMPTY %�' " ,' � \ W W W W W W W W �/\�. \ �/\/`� / i r \i 6' O.C. (TYP.) OR REMOVE SEDIMENT FROM •''`'' !i �,: AREA TO REMAIN • 12" 1. METAL POSTS SILTSACK WHEN RESTRAINT CORD STRAW BALES TO UNDISTURB� IS NO LONGER VISIBLE. CLEAN, BE SET INA4 -1= = TEMPORARY RINSE, AND REPLACE AS DEEP TRENCH 2'-3" BURY FABRIC 6 f ISOMETRIC VIEW BERM -: _ � =- � BELOW GRADE NOTE: - CONSTRUCTION NEEDED. 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. mm � =� FENCE 2. SILT SACKS TO BE INSTALLED SECDON FABRIC SHALL HAVE GOOD SOIL CONTACT. M - DURING CONSTRUCTION 2. APPLY PERMANENT SEEDING BEFORE PLACING FABRIC. _ m OPERATIONS WHEN THE NOTE: 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT :._ . - - POTENTIAL FOR SEDIMENT TO DEPTH TO BE 2' UNLESS POST IS TO BE SET IN PEAT THEN 3' OR WITH THE SOIL. DO NOT STRETCH. k' 00 /�� ��; %�%f/�'i/�� '! 'lj ENTER EXISTING & PROPOSED DEPTH POSSIBLE BY PUSHING BY HAND SHALL BE REQUIRED. 4. CHOOSE MATERIAL BASED ON SLOPE, SOILS, AND APPLICATION. '/ �; %i BASINS EXISTS. EROSION CONTROL FABRIC TEMP. CONST. FENCE TREE PROTECTION SILTSACK INLET DETAIL 3 SILT FENCE AND STRAW BALE DETAIL 4 NOT TO SCALE NOT M SCIJ.E 2 NOT TO SCALE NOT TO SCALE EROSION CONTROL BARRIER INSTALLED DOWN SLOPE OF ECB PROPOSED STOCKPILE AREA 12" MIN. DIAMETER TUBULAR SEDIMENT CONTROL �N of 2" X 2" X 36" WOODEN STAKES (MESH TUBE WITH NATURAL FILTER MEDIA) SEE TYPICAL G� F� DO NOT PIERCE TUBULAR BARRIER BY FILTREXX OR APPROVED EQUAL. CARLTON M. (NOT REQUIRED IF IN PAVEMENT) REINFORCED DRAIN QUINN .,� CONCRETE .49923 MANHOLE SECTION :,. I I CONFORMING TO /sT ASTM C478. 0 I I I PROFESSIONAL R :. :PROPOSED. STOCKPILE AREA r SSI NAL ENGINEER FO • CORE BASE CUT AND INC REM' ALLEN & MAJOR ASSOCIATES, / VE SECTIONEXISTING PIPE EX S�TING N STRUCTURE EARTH •. NEW PIPE WITHIN • EARTH RED BRICK INV • . ;. - - :• -• TABLE CHANNEL SECTION TATL2/3 PIPE DIA. VARIES PROFILE NOTES: INVERT IN 1500 PSI 2 2019-09-12 REVISED PER CITY COMMENTS CONCRETE 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 1. ALL MATERIALS TO MEET MANUFACTURERS SPECIFICATIONS. F` INVERT BRICKS REV DATE DESCRIPTION >�PROVIDE DRAIN SWALE TO SHALL BE LAID 4 A --- DIRECT WATER AWAY FROM 2. INSTALL WOODEN STAKES IN A CRISS-CROSS PATTERN EVERY 8' ON CENTER. ON EDGE �J 7. APPLICANT\OWNER: PROPOSED STOCKPILE AREA u NOTES: 2. OVERLAP TUBULAR BARRIER SEGMENTS A MINIMUM OF 12'. ��' .��° � � ' r�� � '° LIFE STORAGE 1. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS THAN � ���� � � 90 DAYS SHALL BE COVERED WITH STRAW AND MULCH AT 10OLBS 1,000 SF), OR N 3/4" CRUSHED STONE < � ' • 6467 MAIN STREET WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO(ANY RAINFALL. 3. THE CONTRACTOR SHALL MAINTAIN THE TUBULAR BARRIERS IN A FUNCTIONAL CONDITION AT ALL TIMES. THE CONTROLS SHALL BE ^ w 2. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR 90 DAYS OR ROUTINELY INSPECTED BY THE CONTRACTOR. WILLIAMSVILLE, NY 14221 MORE SHALL BE SEEDED WITH WINTER RYE (FOR FALL SEEDING AT 1LB/1,000 SF) 4. WHERE THE TUBULAR BARRIERS REQUIRE REPAIR OR SEDIMENT REMOVAL, IT WILL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL COST. PROJECT: OR OATS (FOR SUMMER SEEDING AT 2LB/1,000 SF) AND THEN COVERED WITH HAY MULCH (AT 100LB/1,000 SF) OR AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR 5. AT A MINIMUM, THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE WHEN THEY REACH 1/3 THE EXPOSED HEIGHT OF THE BARRIER. LIFE STORAGE TO ANY RAINFALL. srocKPl�PROT=Ecnow REDEVELOPMENT NOT TO SCALE 5 TUBULAR SEDIMENT BARRIER DOG HOUSE DMH NOT TO SCALE 6 NOT TO SCALE 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 5' DIAMETER PRECAST CONCRETE INSIDE FACE SCALE: AS SHOWN DWG.NAME: G257o-01 DOGHOUSE MANHOLE BASE SHALL BE RUBBER-LIKE GASKET OF MANHOLE FABRICATED IN ACCORDANCE WITH THE ROLLS OUT OF RECESS APPROVED PERFORMED FILL WITH DESIGNED BY: SJL/BES CHECKED BY: CMQ STANDARD DRAIN MANHOLE DETAIL AND SPECIFICATIONS BITUMASTIC SEALANT LIBBER-LIKE MORTAR PREPARED BY: o. SET DOGHOUSE BASE ON EXISTING SANITARY DRAIN NOTES: ASPHALT IMPREGNATE 0—RING SET --- a' PIPE POLYURETHANE GASKET IN RECESS PIPE CONCRETE BLOCKS :., • 1. CONSTRUCT A FORMED INVERT FROM THE NEW " " MIN. 12" CLEARANCE BETWEEN 1 X 2 DOGHOUSE OPENING SHALL BE x ;; EXISTING PIPE AND STONE DRAIN LINE TO ALLOW FLOW TO THE EXISTING PIPE. STAINLESS PRE-FORMED BY THE MANUFACTURER r ,� BEDDING STEEL STRAP e > : ;• o TO FIT THE PIPE OUTSIDE DIAMETER . 2. POUR A SHELF TO THE LOWER HALF OF THE RUBBER—LIKE I PLUS 6" (VERIFY OUTSIDE DIMENSION IN ;;` . ;; KOR-N-SEAL FOR INLET PIPE FLEXIBLE SLEEVE t EXISTING PIPE. o FIELD PRIOR TO PURCHASE OF THE " " " - - ALLEN & MAJOR PRE-CAST STRUCTURE). 8 x8 x16 AND o j y 4"x8"x16" SOLID 3. CUT AND REMOVE THE TOP HALF OF THE EXISTING LOCK—JOINT FLEXIBLE MANHOLE SLEEVE PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER _ - (OR APPROVED EQUAL) O CONCRETE BLOCKS INSIDE FACE—NI,". ACE ASSOCIATES, INC. ` CENTER WITH THE RISER THE INVERT AND SHELF HAVE BEEN FORMED AND ANODIZED ALUMINUM �I z } �r ";� r OF MANHOLE 0 3/4 CRUSHED STONE FOUNDATION PLACED ON ' Y � 4 EACH THE MANHOLE HAS BEEN TESTED IN ACCORDANCE INTERNAL CLAMP UNDISTURBED OR COMPACTED SUBGRADE. THE STONE ( ) a civil & structural engineering ♦ land surveying ti WITH THE PROJECT SPECIFICATIONS, environmental consulting ♦ landscape architecture Z SHALL BE MINIMUM OF 12" THICK AND EXTEND www . allenmajor . com LLj MINIMUM OF 12" BEYOND THE BASE OF THE STRUCTURE DOGHOUSE MANHOLE BASE POLYTITE ROLL—N—LOK FILL WITH (OR EQUAL) (OR EQUAL) BITUMASTIC 0-RING MORTAR PIPE i 100 COMMERCE WAY, SUITE 5 WOBURV TEL: (811) 935 68 9 MA 1 c� STAINLESS FAX: (781) 935-2896 Z STEEL CLAMP NOTES: RUBBER—LIKE woBuxN, MA ♦ LAI:EVILLE, MA ♦ MANCHESTER, NH 1. HORIZONTAL JOINTS BETWEEN SECTIONS OF PRECAST CONCRETE KOR-N-SEAL Boor BARRELS SHALL BE OF A TYPE APPROVED BY THE ENGINEER, WHICH KOR—N—SEAL JOINT SLEEVE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. ALLOW CONCRETE TO FLOW FILL THE DOGHOUSE OPENING TYPE SHALL, IN GENERAL, DEPEND FOR WATER TIGHTNESS UPON AN (OR APPROVED EQUAL) CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE A MINIMUM OF 12" BEYOND AROUND THE EXISTING PIPE WITH ELASTOMERIC OR MASTIC—LIKE GASKET. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC v THE BASE OF THE NON-SHRINKING GROUT 2. ALL GASKETS AND SEALANTS SHALL BE INSTALLED IN ACCORDANCE MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC STRUCTURE '� WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. APPUCATIONTOTHISPROJECT.DUETOTHEPOTENTIALTHATTHE NOTES: MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR WRAP EXISTING PIPE WITH 3. FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE 1. PIPE TO MANHOLE JOINTS SHALL BE ONLY AS APPROVED BY THE ENGINEER AND IN OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL •. ' � NEOPRENE GASKET MATERIAL SUFFICIENT TO FILL AT LEAST 75% OF THE JOINT CAVITY. GENERAL, WILL DEPEND FOR WATER TIGHTNESS UPON ELASTOMETRIC SEALANT INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC BEFORE FILLING THE OPENING. 2. NON—SHRINKING MORTAR SHALL ONLY BE USED WHERE SPECIFICALLY APPROVED BY THE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N " ENGINEER. SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF O MINIMUM OF 12 THICK CAST-IN-PLACE 3,000 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. ' PSI CONCRETE BASE DRAIN MANHOLE BASE SHOWING "DOG HOUSE' INSTALLATION SEWER MANHOLE JOINTING METHODS PIPE CONNECTIONS TO SEWER MANHOLE DRAWING TITLE: SHEET No. p FOUNDATION SECTION VIEW NOT TO SCALE 8 NOT TO SCALE 9 NOT TO SCALE DETAILS C-503 z CoppightQ2019A11en&Major Associates,Inc. A11 Rights Reserved COVER TO BE �pG� CONCRETE 2'_ " Iw LETTERED "WATER" NOTES: �p�� THRUST CONCRET171 E J IN LETTERS THAT 1. ALL WATER MAIN ,�J,�Q- ,., BLOCK THRUST FITTINGS, BENDS, TEES, ��F ` ' � BLOCK w ARE 1" TALL WITH CL PLUGS ETC. SHALL BE J�p �R, , WATER MAIN 18" (OR PE IN 2 NOTCH RESTRAINED W/ THRUST �p f a ° " MUNICIPAL OPENINGS FINISHED GRADE BLOCKS EXCEPT WHERE T ; " ' O STANDARDS Iw PROPOSED PVC SEWER . NOTED. S=1.00% MIN 10'-0" (MIN) ;\�\\\�\\j\j\� 2. ALL THRUST BLOCKS � -�- FINISHED GRADEBEND N PROPOSED GRADE w EXTENSION STEM/ I & COLLARS SHALL BE ��R.;R VARIESEND '��^ BACK FILL •' FLANGE INSTALLED SO THAT I +I WHEN TOP OF ADJUSTABLE VALVE BOX THEY BEAR AGAINST � �,�� CONCRETE N CURB DETECTABLE OPERATING NUT III UNDISTURBED EARTH. ` ''` TRACER TAPE Z IS 4 Y2' OR MORE (8 MIN. I.D.) AS o , A a THRUST w MANUFACTURED BY 3. SIZE OF CONCRETE m r BLOCK . , .... ., .. , . . . .. .. . ..x • BELOW GRADE THRUST BLOCKS SHALL FLAG ROCK CONCRETE Z CURB BOX a N LEBARON FOUNDRY OR > a ' BE AS NOTED BELOW. �'- �, v 2" OPERATING APPROVED SUBSTITUTE 4. MINIMUM c~n C3! - PLUG THRUST 1' MIN. • > NUT TURN TO MECHANICAL JOINT COMPRESSIVE STRENGTH Z o TEE BLOCK o _Z ,� I rn a o OPEN PER ! ENDS WITH RETAINER OF THRUST BLOCK N "� SERVICE PIPE I I v MUNICIPAL GLANDS CONCRETE SHALL BE ° :I O SIZE VARIES -T STANDARDS 3,000 P.S.I. -,.. 2 C.F.- 3/4" 5. KEEP CONCRETE GOOSENECK CRUSHED STONE ; � `� \�� CLEAR OF MECHANICAL WATER BACK FILL 6p. JOINTS. MAIN � 6. THE BELOW CONCRETE ti PREDICATED ON A PLAN ELEVATION '3 ---TO STRUCTURE AGAINST BOTTOM OF FLANGE SHALL WATER PRESSURE OF i CORPORATION '' CURB STOP (OPEN UNDISTURBED " NOT BEAR ANY PART OF 225 PSI AND A SOIL MINIMUM THRUST BLOCK BEARING AREAS ' PER MUNICIPAL MATERIAL `S 4 THE VALVE ASSEMBLY RESISTANCE OF 2000 i STOP PSF (TILL). FOR OTHER 90' 45' 22.5- TEES, PLUGS, " ` STANDARDS) • �����' �� '� �/ '�/��/��/�'/'//��/ �� �/ �/�/��/ ;/ PIPE BEND BEND BEND CAPS & HYD. WATER MAIN SOILS THE VALUES IN \ THE ABOVE TABLE 0 (SQ. FT.) (SQ. FT.) (SQ. FT.) (SQ.FT.) DISTANCE VARIES NOTE: \���i\`i ` SHALL BE MULTIPLIED 6" 5 3 3 4 PVC ADAPTER PIPE PER MASS. BY: WITH FLEXIBLE JOINT BUILDING CODE 1.) CONTRACTOR MAY USE ANCHOR TEES AT 8" 9 6 3 9 NOTE: HIS OPTION. 10" 13 7 4 12 WATER SERVICES LARGER THAN 1" ARE TO BE 2.) HYDRANTS AND VALVES TO OPERATE PER 12" 20 10 5 16 MUNICIPAL STANDARDS RESTRAINED TO WATER MAIN W/ APPROVED SADDLE. BUILDING SEWER SERVICE I GATE VALVE THRUST BLOCK DETAILS 3 TYPICAL WATER SERVICE CONNECTION 4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES: A SECTION UNDER ROADWAY OR SIDEWALK SECTION UNDER GRASS 6"HDPE UNDERDRAIN 1. MINIMUM BURIAL DEPTH (FINISH GRADE TO .TOP OF PIPE) WEIR INLET PIPE FROM �N OF �, I71 �¢1 GRAVITY PIPE (SEWER & DRAIN) - SEE PLAN OR PROFILE UTILITY IDENTIFICATION TAPE COVER TO BE LETTERED 24" DIA. MANHOLE, NEENAH DETENTION BASIN #2 PRESSURE PIPE UNDER PAVING - 4' "DRAIN" (3" HIGH) FRAME & COVER R-1556, PRESSURE PIPE BENEATH UNPAVED - 3' ROADWAY OR SIDEWALK (NOTE 6) 24 OR APPROVED EQUAL CAR QUINNN M. (NOTE 5) / LANDSCAPING NO MIN. 18"HDPE INLET IIV ti WATER PIPE - 5 " a ADJUST TO GRADE WITH FROM DETENTION 49923 v z 8 BRICK SET IN FULL MORTAR p BASIN #2 2. WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 \ � z z �Li BED OR PRECAST " TO 95% STANDARD PROCTOR. AASHTO T-99. ALL FILL PLACED PAVEMENT BASE UNDISTURBED MATERIAL w N 48" DIA ADJUSTMENT c CONCRETE RINGS MAX 12 BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. COURSE �; (MIN) PROFESSIONAL EN R FOR - 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE PLOWABLE \/ ,�'� MINIMUM BURIAL 5:. _ .__._... ALLEN & MAJOR ASSOCIATES, INC. FILL. VERIFY WITH MUNICIPAL ENGINEER. v REINFORCED CONCRETE 24 HDPE OUTLET `� DEPTH - SEE NOTE 1 � Z ALUMINUM MANHOLE SECTIONS PIPE TO DMH10 COMMON FILL AND �` c``i, zo STEPS ® CONFORMING TO ASTM 24"HDPE INLET 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUBGRADE LEVEL FOR ON-SITE FILL MATERIAL /; (FINISH GRADE TO 12" O.C. 4 CONF STEEL REBAR PER FROM DETENTION NEW UTILITIES, THE FILL SHOULD BE OVER-EXCAVATE, THE GEOTECHNICALLY / TOP OF PIPE) LLJ N ASTM A 185 6 HDPE UNDERDRAIN BASIN #1 SUBGRADE SHOULD BE RE-COMPACTED, AND BACKFILL CONSISTING SUITABLE FOR REUSE / INLET PIPE FROM OF PIPE BEDDING MATERIAL, CRUSHED STONE OR OTHER SUITABLE ON-SITE AS BACKFILL NON-SHRINK .. . ..I-:_ .. DETENTION BASIN 1 A RIM GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT DEPTH TO j AROUND P E z MIN. MORTAR JOINT (TYP.) # CREST ELEV: 114.55' CREATE A FIRM AND STABLE SUBGRADE (TYPICALLY 12 TO 18 3/4" CRUSHED STONE J „ aF 0.10 2 2019-09-12 REVISED PER CITY COMMENTS INCHES OVER-EXCAVATION). BEDDING USED FOR RCP, 6 ,� mw INVERT IN MIN. DRAIN PIPE HDPE, PVC AND DI PIPES. to INVERTOUT (DIAMETER VARIES) BROAD CRESTED 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT 5. REFER TO PAVING, CURBS, WALKS AND DRIVEWAY DETAILS. OTHER MATERIALS PER RECTANGULAR WEIR REV DATE DESCRIPTION MANUFACTURER � ,,, �� OUTSIDE " CRUSHED STONE DIAMETER PLUS CREST ELEV: 111.00' N 3/4 APPLICAN OWNER: 6. REFER TO LANDSCAPING DETAILS. RECOMMENDATIONS 6 MIN. IN EARTH 2 INCHES T� 12" MIN. IN ROCK NOTE: LIFE STORAGE FILTER FABRIC USE \ 1. THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE 6"0 ORIFICE, SOIL TYPE SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED , 6467 MAIN STREET FILTER FABRIC PIPE DIAMETER SERVICE. SPACE REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON INV.=109.00 WILLIAMSVILLE NY 14221 THE DRAWING. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND SILT OR CLAY GRANULAR SOIL (SEE TABLE) QUALITY AS TO WITHSTAND (H-20 LOADING) WITHOUT FAILURE. VERTICAL FOOT OF MANHOLE. 24 ' ORIFICE, PROJECT: ABOVE GROUND FILTER FABRIC FILTER FABRIC 2. ALL PIPE CONNECTIONS TO MANHOLES REQUIRE RUBBER BOOTS. OUTLET NV.-=110730 LIFE STO RAG E f'�"WATER NOT REQUIRED NOT REQUIRED UTILITY TRENCH DETAIL I N V.=107.30' \ REDEVELOPMENT 5 1 BELOW GROUND FILTER FABRIC FILTER FABRIC NOT TO SCALE PRECAST DRAIN MANHOLE 6 WATER REQUIRED NOT REQUIRED NOT To SCALE 435 HIGHLAND AVE N U E SALEM, MA ., �. 12" OF 3/4" STONE - ELEVATION A A PROJECT NO. 2570-01 DATE: 06/25/2019 BRICK LEVELING COURSE AS FRAME & GRATE LEBARON REQUIRED FOR GRADE ADJUSTMENTS CATALOG #LF248-2(3 FLANGE) SCALE: AS SHOWN DWG.NAME: C-2570-01 (2 BRICK MIN 5 BRICK MAX) OR APPROVED EQUAL 6' DIA .• DESIGNED BY: SJL/BES CHECKED BY: CMQ 4 PREPARED BY: ANTI-SIPHON DEVICE FRAME TO BE SET IN L MORTAR BED STRUCTURE PVC ADAPTER „, r SEAL ALL BRICKWORK WALL v ASSEMBLY FOR TOP SLAB STEEui L Q ANTI-SIPHON VENT DRILLED HOLE REINFORCE TO MEET OR O (ADAPTER, NUT, AND w EXCEED H-20 LOADING PROVIDE "V" OPENINGS „I ° 2 GASKETS) FOAM GASKET W/ o Q o ACCESS PORT PTRAMB TO LENGTH) _ WEEP HOLE ALLEN & MAJOR OUTSIDE PIPE o ( ) o BUTYL RUBBER DIAMETER PLUS N _ ,' GASKET 2" CLEARANCE 2PIPE T O OUTLET DMH 0 WEIR18"HDPE INLET ASSOCIATES, INC. cn FROM DETENTION C� D SEE ANCHOR a civil & structural engineering ♦ land surveying STAINLESS _ " SNOUNT OIL & LEAD BASIN 2 environmental consulting ♦ landscape architecture I. BOLT DETAIL Z SHIELD BOLT 1 CLEAR N DEBRIS SEPERATOR w w w . a J l e n m a j o r . c o m � i� HOOD y r F 3 z« INV.=108.059 *HEIGHT OF INV.=107.30' `� ° .ww " -�' 100 COMMERCE WAY, SUITE 5 EXPANSION CONE SNOUT '' N" � WOBURN MA 01801 v (NARROW END OUT) FLANGE RISER SECTIONS 4,f 1" MAY VARY FROM 5" MIN FAX: (781) 935-2896 OUTLET PIPE (SEE NOTE) ANCHOR BOLT DETAIL 12" TO 48" ELEVATION B-B 12 OF 3/4 STONE PRECAST CONCRETE BASE UNIT NOTES: WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH NOTE: GASKET DETAIL THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o POSITION HOOD SO THAT 8" MIN M2.01.4 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE J BOTTOM FLANGE OF SNOUT IS SEE GASKET DETAIL CRUSHED STONE 2. ALL REINFORCEMENT PER ASTM C1227-93. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 1/2 THE PIPE DIAMETER BELOW 3. TONGUE & GROOVE JOINT SEALED WITH BUTYLE RESIN OR MASTIC. MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC U " THE BOTTOM OF THE PIPE FOR 4. WALLS ARE TO BE 6 THICK & BOTTOM TO BE 8 THICK. APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE PIPES >12" ID. FOR PIPES < MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o MIN 10 SQ. IN STEEL PER 5. PROVIDE 4 SUMP OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL 1 10" ID PLACE SNOUT 6" (MIN.) VERTICAL FOOT, PLACED INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC BELOW BOTTOM OF PIPE. ACCORDING TO AASHTO MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND a SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF DESIGNATION M-199 ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. SNOUT OIL& DEBRIS STOP CATCH BASIN DRAWING TITLE: SHEET No. Lw 7 OUTLET CONTROL STRUCTURE #I O NOT TO SCALE NOT TO SCALE 8 NOT TO SCALE DETAILS C-504 Z CopyrightQ2019AIlea&MajorAssociates Iac. All Ri hts Reserved CENTER OF CDS FIBERGLAS STRUCTURE, SCREEN SEPARATION ~" AND SUMP OPENING CYLINDER AND INLET SINGLE OR DOUBLE LUMINAIRE FIXTURE a (AS PER PLAN) / +/-135- r MAX. ( r FIXTURE ANCHOR BOLTS FURNISHED BY PROPOSED LAYOUT. • . 1 THE ELECTRICAL SUB—CONTR. & / HEIGHT AS PER PLAN INSTALLED BY GENERAL CONTR. 36"0 PERFORATED N-12 ADS 20—FOOT PIPE LENGTHS W/ END CAPS TOP SLAB ACCESS (SEE FRAME AND 1 CHAMFER AROUND BASE PIPE LENGTH: 36"HDPE PERFORATED 6"0 PERFORATED HDPE UNDERDRAIN COVER DETAIL) DETENTION SYSTEM #1 — 200' PVC HYDRAULI -`�� 4 d � •" DETENTION SYSTEM #2 — 40' PIPE. 42" OUTSIDE SHEAR PLATE 4 .' ' BITUMINOUS PAVING DIAMETER. 12" COVER STONE, 6" BASE STONE 48" [1219] I.D. FINISHED GRADE MANHOLE OUTLET PIPE STRUCTURE TO OUTLET r ------ i�l --------------- +/-65' I I CONTROL I I INLET PIPE. MAX. °m° 0 - 1 ^'- ;qI I I ( I(q•• STRUCTURE. I I SEE PLANS PROPOSED ELEVATIONS PLAN VIEW 0 zv o •'ql Jel Iq; SEE PLANS FOR INVERT CONTRACTOR T °'- v 0 I I 8—#6 BARS FOR INVERT I I AND SIZE FINISHED GRADE: 114.50 GROUT TO FINISHED 0 Iv Ln Z �a'• I I AND SI TOP OF STONE: 112.40ZE b GRADE �// :I• �q, 3" MIN. 12» � � � : GRADE RINGS/RISERS z CONDUITS IN BASE " TO BE R.G.S. 12 TOP OF PIPE: 111.15 CONDUITS BY ELECTRICAL N BOTTOM OF PIPE: 108.15 FIBERGLAS SUB—CONTRACTOR. PROVIDE ° . " WARNING TAPE OVER CONDUITS I I BOTTOM OF UNDERDRAIN: 107.40 SEPARATION i #3 TIES ® 12" O.C. 2-0 L--------------- ——————————— J CYLINDER AND I TOP TO BOTTOM (TYP.) 6"HDPE SOLID 6"HDPE PERFORATED BOTTOM OF STONE: 107.40 INLET ",,; . I PIPE TO OUTLET INLET PIPE I FLUSH LIGHT POLE BASE DETAIL LANDSCAPE CONTROL UNDERDRAIN STRUCTURE. SEE (MULTIPLE INLET a` I o UTLET PIPE NOT TO SCALE 2 PLANS FOR WRAP SYSTEM IN AASHTO M288 CLASS PIPES MAY BE I I � INVERT. 2 NON—WOVEN GEOTEXTILE FABRIC AND ACCOMMODATED) ��" I PVC IMPERMEABLE LINER SEE PAVEMENT DETAIL .k I •� — — MINIMUM FINISHED ELEVATION=114.50'f PAVEMENT SUBGRADE. SEE �N of �,IZ, (°'► OIL BAFFLE SKIRT--`-' i4 III PERMANENT POOL PAVEMENT DETAIL k ELEVATION CARLTON M. QUINN IVIL to �. . 1/4» .49923 TOP OF STONE=112.40' 1 g : ' SAWCUT PATTERN AS 12" STONE COVER - }; 11sT , r » C C 3 Ca v, INDICATED ON DRAWINGS K � [5 31 o o _ CLEAN ANGULAR �t OUTSIDE TOP OF PIPE=111.40, N PROFE ENGINEER FOR SEPARATION `° -I FINISHED GRADE & STONE SURROUNDING ALLEN & MAJOR ASSOCIATES, INC. SCREEN .Q I N� �r SURFACE CONDITION AS PIPES »—2» STONE --36»0 INSIDE DIA. PERFORATED HDPE PIPE AS SHOWN ON DWGS � .. �.. 42"0 OUTSIDE PVC HYDRAULIC �• �° - SHEAR PLATE `' OUTSIDE BOTTOM OF PIPE=107 • . ° " �I CONCRETE PAVEMENT 90' REFER TO CONCRETE 6" CLEAN ANGULAR w • SOLIDS STORAGE ° � �' � � SIDEWALK DETAIL STONE BED <. - SUMP �' ff BOTTOM OF STONE=107.40' » SECTION VIEW ..—.__ _—.- —..- WRAP SYSTEM IN AASHTO M288 CLASS O 0 �i 0 � ® U C_-) �nnC...� c 2 NON—WOVEN GEOTEXTILE FABRIC AND �I ( ( ( I ( I I 6 HDPE PERFORATED UNDERDRAIN 2 2019-09-12 REVISED PER CITY COMMENTS o��&- o�o�o�ocep o`-� PVC IMPERMEABLE LINER INV=107.40' 1 2019-08-16 ISSUED FOR DOT ACCESS PERMIT . (Jo (� o0o (� o (� o (� o (� oon ( I ( I 1 _P_ H� C- 1_10 � � ` EXISTING REV DATE DESCRIPTION o o ``_' o 0 0 ° o UNDISTURBED SECTION APPLICANT\OWNER: MATERIAL LIFE STORAGE ' 6467 MAIN STREET O , - •� ► � I—=III- I I -. , I' - III-- , I I---I ► I--III WILLIAMSVILLE, NY 14221 PROJECT: /� FRAME AND COVER LIFE STORAGE REDEVELOPMENT CDS2015-4 DETAIL TYPICAL CONCRETE SAWCUT JOINT CONTROL TYPICAL DETENTION SYSTEM CROSS SECTION NOT TO SCALE ' NOT TO SCALE 3 NOT TO SCALE 4 435 HIGHLAND AVENUE SALEM, MA PROJECT NO. 2570-01 DATE: 06/25/2019 OPTION #1 : DRAIN PER PROPOSED PVC DRAIN 10'-0" MIN. (4)or(5) MIN. 12"AUGURED HOLES, RE-BAR,AND A 10"TO 12"TOP PAD SCALE: AS SHOWN DWG.NAME: G2570-01 PLANS ® 1/8" PER FOOT MIN.En PVC PLUG MAY LeBARON CAST IRON DESIGNED BY: S1L/BES CHECKED BY: CMQ BE SUBSTITUTED DRAIN CLEANOUT RING IN LANDSCAPING COVER. COVER TO BE PREPARED BY. #5 REBAR ARRANGEMENT i 60" AREAS IF CAST WITH THE WORD I 60" J ° o a ° o ° APPROVED BY "DRAIN" AND HAVE FLAT :�_ 84" i a ENGINEER. DIAMOND SURFACE. 84° - o WATER MAIN a (DIAMETER VARIES) PROPOSED GRADE 10"to 12"TOP PVC ADAPTER WITH NI �� - PAD THICKNESS -� ° W ° ' . o• ' b °• � " FLEXIBLE JOINT (FERN _ N I "�; - ALLEN & MAJOR o 6 PVC '"�- - '' —� cn , CLEANOUT OR APPROVED EQUAL). _ "� 8 (MINIMUM) 0 ALL METAL FASTENERS 0 - _�" ' BELOW N 0 Q RISER STACK Q" - - =�__�= INN 'i' -----`� !! LOCAL ASSOCIATES, INC. TO BE STAINLESS STEEL. ' V Z p z BELOW - f FROST civil & structural engineering ♦ land surveying / W Z LOCAL -n--''i I _�_ DEPTH PIPE PER MASS. BLDG. ��, FROSTI I N environmental consulting ♦ landscape architecture a - W < & PLUMBING CODE 0 DEPTH (3'MIN.) w w w . a l l e n m a j o r . c o m 0 (n (PIPE MAY PENETRATE 3MIN. r;, 1;---- 100 COMMERCE WAY, SUITE 5 j NOTES: z FOUNDATION WALL OR z_ ( ) q WOBURN MA 01801 v 6" PVC CONNECT TO EXTERIOR "-- TEL: (781) 935-6889 WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET BETWEEN A 45' BEND DOWN SPOUT) FAX: (781) 935-2896 ? SEWER MAIN AND A WATER MAIN: , m ---- WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH /4» Q g 3 CRUSHED OPTION: 1. THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE 5 NONE. j CENTER THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. o DIFFERENCE IN ELEVATION BETWEEN THE WATER MAIN AND THE SEWER MAIN M -�- COLUMN CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE SHALL BE AT LEAST 18 INCHES. FLOW 10 x10 WWYE OPTION #2: PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 2. THE PIPE CROSSING SHALL OCCUR AS CLOSE TO 90 AS PRACTICABLE. ' - -" MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC ' v SDR-35 PVC 'A C"" " FULL CONCRETE PAD WITH RE-BAR WHERE APPLICABLE 3. THE PIPE JOINTS SHALL BE STAGGERED TO PROVIDE THE MAXIMUM " 3/4 C U HED - APPLICATION TO THISPROJECLDUETOTHEPOTENTIALTHATTHE 10 DIA MIN.- 6 " PER GOVERNING CODE OR STANDARD. MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR o SEPARATION FROM THE POINT OF CROSSING. � „ �. J, �� - � � � r � =-F - � �s12 TYP. 4. THE CROSSING SHALL BE ENCASED IN CONCRETE FOR THE ENTIRE WIDTH OFF OTHERWISE ALLEN&MAJOR ASSOCIATES INC MAY REMOVE ALL O INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC THE TRENCH AND FOR A DISTANCE OF 8 LINEAR FEET CENTERED ON THE NOTES: MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND N CROSSING. 1) ALL PAD DEPTHS SHOULD BE BELOW LOCAL FROST DEPTH SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF c 2) TOP OF PAD MUST BE FLAT AND LEVEL ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. v SEWER/WATER CROSSING DETAIL 3) USE REBAR THAT CONFORMS WITH LOCAL CODES OR JOB SPECS. DRAWING TITLE: SHEET No. o NOT TO SCALE 5 ROOF LEADER 6 AUTOGATE OPERATOR PAD LAYOUT NOT o SCALE 7 NOT TO SCALE DETAILS C-505 / Z Copyng&02019 Allen&Major Associates,Inc. All Rigbts Reserved ALUMINUM LOUVER SCREEENING EIFS PANEL ` ' COMPOSITE METAL PANEL ' P_ARAPEf 34'-0-0„ ROOF DECK 00 32'-8" 0 3RD FLOOR 22'-9' o bo B — 2ND FLOOR olu 11'-4" N e- 1 ST FLOOR 0" GARAGE DOOR - TYPICAL CONCRETE BASE SMOOTH FACE BLOCK LIGHT PACK- TYPICAL NORTH ELEVATION 3/32"= 1,-9' COMPOSITE METAL PANEL ALUMINUM LOUVER SCREEENING .�. EIFS PANEL � PARAPET 34'-0" ROOF DECK co 32'-8" 0 3RD FLOOR 22'-0" co 0 ® B 2ND FLOOR ^ U ^ \ 1 ST FLOOR LL LIGHT PACK- TYPICAL SMOOTH FACE BLOCK CONCRETE BASE GARAGE DOOR- TYPICAL SOUTH ELEVATION 3/32"= l'-0" 435 HIGHLAND AVENUE SALEM., MA 01970 ELEVATIONS cF) [=® 08.28.2019 Etaora e ALUMINUM LOUVER SCREEENING FEXTRUDED ALUMINUM SIGNAGE F_ COMPOSITE METAL PANEL ALUMINUM STOREFRONT ALUMINUM LOUVER SCREEENING COMPOSITE METAL PANEL 7w Of FCOMPOSITE METAL PANEL COMPOSITE METAL PANEL '" — — `- _ PARAPET — — — — — — — — — — — — — 34'-U' ROOF DECK i� 32'-8" FF 0 3RD FLOOR o - — — 22'-019 bo M O — — — — — — 2ND FLOOR 11'-4-4" cc r- r 1 ST FLOOR ALUMINUM L CONCRETE BASE CONCRETE BASE ALUMINUM WEST ELEVATION LIGHT PACK- TYPICAL EXTRUDED ALUMINUM SIGNAGE 3/32"= 1'-0" ALUMINUM LOUVER SCREENING ALUMINUM LOUVER SCREENING .. EIFS PANEL rM .. .,:.. _ PARAPET _ . 34'-9' co ROOF DECK 2 3 -8„0 r- _ 3RD FLOOR M � W O B B _ 2ND FLOOR v 1 ST FLOOR GARAGE DOOR- TYPICAL LIGHT PACK- TYPICAL SMOOTH FACE BLOCK EAST ELEVATION 3/32"= 1'-0" 435 HIGHLAND AVENUE SALEM., MA 01970 ELEVATIONS loomwft% c-) LcfeStoraae 08.28.2019 41 i L__10 1 - 1 - RETAIL BREAK OFFICE ROOM 00 I TOILET TOILET MECH. MECH. i-- �L-= ELEV. - ' Ego __ __ ° p 1 IL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ST FLOOR PLAN 3/32"= V-0" 435 HIGHLAND AVENUE SALEM., MA 01970 1 ST FLOOR PLAN C 04.09.2019 I T F., --Till I I F- n i===b F====9 F====b F====9 F====i mF� In IL 2ND - 3RD FLOOR PLAN 435 HIGHLAND AVENUE SALEM., MA 01970 2ND - 3RD FLOOR PLAN 04.09 .2019 c� LiteStora -mo-e k-l"ft___11, 1r4— �kz . ;� � �V�A�" %, ;1a W Or 6Z _1�, � :. �Z� -i ''I I 1� 11 --I 1 .1 1 1 1 1 '1', . I I 1.� *, 11111 11.......... 47 ��,'�,'V� -' I I I . , *�:P,00 t4 �1, Iw, 1,051:7 77, *;iel ji UVI .io Ts, ---------- Olt, ----------- ---------- 7*M, L-.M -14; I&A -------------------- ;0.�Ak- MIMI IV Dr Ilk I f",J, Rt, 7, YI Z. Ajrw _qq 11,01� ;S, f . ,j�AWA jv ils � �I No n�n P5 A 7V , ,7T7 7�- V4 "o- 77- Pir Ij 17 A Z4-47 PeA 701S -77 I NM_ j ,. -� i .- , i� , , 4,N , c ;;, -Y 4'�N gt c-,�1777�,�-790- tC t T77 77 41 'T 7N 7,T_�,�,_,"T r_"� As. 435 HIGHLAND AVENUE SALEAA, MA 01970 EYE LEVEL PERSEPCTIVE 04.09.2019 L'ov^eStora -w--e y R. y� . .. :.- .- r.,: - � t w�. .v -d# :4 ., � `C.. '�. �: �,t ,E, .-.,a , ... � s" e s '.-... x w �:.,< r � .: , F.a' '•lP .:. >.- +4r#IM ; ., `•u. a. °c.,�a .. -. s '� av'a •r� .3. .,,, -:» �4x �`,,, _ .r.. ..., . .,. .. - .g...,,« ,. .,. -.'4r.,'. p. w .. ...� ,>K '� .r �.� ..y�,r� .�4 ,' �y - ♦ "�- :�" �v.. .l�r.Fl j. �, ,:.�'., . _ j r r � v� v : , .:, r' �:. -.:: ': �-. ,:;..w- :`; �.: .. � L' .ri4•`•IMR�::4r .,'♦ $,9. f ",^! v....f a' � aw T:,- ... i , ...R- _ � -. +N ti. � .. i hy:: �y'�1� s,♦ a, 1M � .. rF, ..;. .q,. ,.. :: ..;., ," k�. • i ♦i»♦ '" a ':.: x , .. ''_'. �.. ,{ , .... .-.- ... -.,:. � '�'� ,.:'. ,# @@ ,,:. w ref :..:. .. .. �: k {'•' 4'..,,. .# ... � ,�°.' a : 4 :.:. _ C r., '� :n, :, ..4x• , ,:.,: a ., 3::ro g, .r � ,,; ,,.:: .•. ,,.. t - k ... ,. ..- � _ -; ' Vie'- .. ;,,.y. j F,.�.:.� .. • � _> " ,�:.< 'R4'�r r� �: ,:9'r., > 11 WW w ' 1 9 4 Yip,.. 774 All ..- "._. . ., ;- ,. .,y,k,.. .: r` rye.'.. ..:: .,._..,� - .r ': v ►_ M :.:. , i.'V. �.... j.:&.. �t, -+y'`, . e ;+kA 6 ,+�", '�, - -�.. - �.�+°"' .�` ,,.. gym` �` �'.. •" m ` '4 y y '```,, Epp..,.r'� 1 +l#':�. �.we`• ..' — f w ti , h `J , h,1:;r � ,.fi: ,.,, *, - -�,,.. ,X }y'n•: �: ,WF,.y #,:;.��,�I:: N m Y,� .:�' '"-'� �1; - ....m"'"m :., - + :,., �.. _ •�., �"\, �, s ".mom s nk � ��� '%v �F ���*�`-,:�, <,- ,--_ ' `so_► � .- h�... �,v i m a. _ e - �-,:' .:y ".• _ - `\'`.ham` : - JOIN& . ,y. .. .. , ma Aw JAW voik -1 } I n. s,.. �,...,.-. ,f.„-.,.,.- 1► '�,.�,�°'� - —�'`�- -���-� �"'"'�+�.,,_ 'ems.::�_ _.. _ _ - _ _ •,,Ir' ' ., � ���,f ,!�s, e' g 1 ' r� , a r - r k i, , r' , ,y - t d n Iu� 5 •. t u 4 , a , , " a ,r - PIEW u r� < s oo� a �W. e -