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50 TRADERS WAY - PLANNING ��® . � � m � , � , } � i } '� �' i- xj-. _ •i ,.} :.� ; ,�� ; u i a k� �� t S �- ��. +L S � 'f � �V_ 1 �" n i 22 _ ��? d Xl { t.. Pup t SPR amandmww+ o J - - -- � Decision 5o 7raAAerj Wad �� bill °ate F 1 -A•GOND�2t. ' - `� Ctu of ttCPnt, ittssttrl2u k�##s Mme Salrm (Sreett SY Y••• v �"l March 24, 1999 Cr p rnr HD Salem—GPLLC and Home Depot, USA, Inc. w m C/o Atty. Joseph Correnti N v Serafini, Serafini, and Darling o 63 Federal Street Salem, MA 01970 RE: Home Depot, 50 Traders Way Amendment to the Planned Unit Development Special Permit and Site Plan Review On Thursday, January 21, 1999,the Planning Board of the City of Salem opened a Public Hearing regarding the application of Home Depot to amend the Planned Unit Development (PUD) Special Permit pursuant to Paragraph K of the Decision dated March 15, 1984 for the construction of a Home Depot Store on an approximately 16 acres in size at 17 First Street. The Home Depot Store is proposed to consist of 118,072 square foot building, plus a 16,200 square foot garden center. The Public Hearing was continued to February 4, 1999, February 18, 1999 and closed on March 18, 1999. At a regularly scheduled meeting of the Planning Board held on March 18, 1999, the Board voted by a vote of nine (9) in favor, none opposed, to approve the application as complying with the requirements of the requested amendment to the PUD Special Permit, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the set of plans entitled, "Site Permit Plans—The Home Depot, Traders Way and First Street, Salem, MA", sheets C1-C10, ALO, A2,0, prepared by Rizzo Associates, Inc, dated December 22, 1998, revised February 25, 1999 and February 26, 1999. Work shall also conform with plan titled Traders Way Traffic Improvements Schematic Plan dated February 25, 1999. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. r I Home Depot March 24, 1999-2 3. Planned Unit Development Special Permit a. As stated in Paragraph B, the height of buildings is not to exceed 30 feet. The Planning Board agrees to waive this requirement and allow the Home Depot to not exceed a height of 35 feet. b. As stated in Paragraph D, retail, supermarket, etc. uses shall not exceed 185,000 square feet. The Planning Board agrees to waive this requirement and allow the Home Depot to exceed this square footage in the PUD so as to be able to construct the site as shown on the approved plan. c. As stated in Paragraph E, the gross floor area ratio of retail uses to industrial uses shall not exceed .88. The Planning Board agrees to waive this requirement and allow the Home Depot to exceed this ratio in the PUD so as to be able to construct the site as shown on the approved plan. 4. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 %" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. d. After such landscaping is completed,the developer will add further landscaping if such is requested by the Planning Board or the City Planner. e. The screening trees currently located on the First Street side of the parcel shall not be removed or destroyed. f. The rip-rap slope located adjacent to First Street will be cleaned of debris by Home Depot. In addition, the rip-rap slope will be maintained by Home Depot. 5. Signage a. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. b. Directional signs to the Home Depot Store will be provided on Swampscott Road to direct patrons into the Home Depot site through Swampscott Road and Traders Way. The directional signs will be located in City of Salem right of way, but will be maintained by Home Depot. The directional signage shall be reviewed and approved by the City Planner. 6. Lighting a. Lighting shall be installed as shown on the approved plan. b. No light shall cast a glare onto adjacent parcels or adjacent rights of way. Home Depot March 24, 1999-3 c. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit. e. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 7. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f All construction vehicles left overnight at the site, must be located completely on the site and not on Traders Way. 8. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 9. Board of Health All Board of Health requirements shall be strictly adhered to. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the • Home Depot March 24, 1999-4 developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two-(2) year period. 13. Hours of Operation a. The hours of operation for the Home Depot shall be 6:00 AM until 10:00 PM. Any amendments to hours of operation shall require the approval of the Planning Board. b. The Garden Center located in the Home Depot shall be closed by 10:00 PM. The paging system in the Garden Center shall be shut off at 8:00 PM. 14. Traffic a. Home Depot shall be responsible for preparing design plans for the re-striping of Traders Way and for all construction costs associated with the implementation of the new design. Traders Way shall be re-striped in accordance with the approved plan. The re-striping shall provide for two lanes of traffic with turning lanes when necessary. b. At the intersection of Highland Avenue and Traders Way, the City of Salem shall improve the intersection as shown on the approved site plan. Home Depot shall be responsible for preparing design plans for the intersection and for all construction costs associated with the implementation of the new design. The improvements to the intersection shall be comprised of a right turn lane onto Highland Avenue from Traders Way and improvements to the timing of the traffic lighting system as shown on the approved plan. c. Home Depot shall support the City of Salem in the construction of a deceleration (right turn only) lane onto Traders Way from Highland Avenue. The lane will be adjacent to the Ground Round parcel (Map 8, Lot 129). The lane will be approximately 200 feet in length and 12 feet of pavement with a five foot sidewalk. Home Depot shall be responsible for preparing design plans for the deceleration lane and for all construction costs associated with the implementation of the new design. The final design of the deceleration lane will be approved by the City Planner and the City Engineering Department. d. Home Depot shall design a fully activated lighting system at the intersection of First Street and Traders Way and shall be responsible for all construction costs associated with the implementation of said lighting improvements. The lighting system shall be capable of being coordinated with the other lights in the area. e. Six months from the date of the store opening, Home Depot shall provide additional traffic data to the City, as requested by the Planning Board and City Planner. If it is determined by the Planning Board or the City Planner that the traffic flow in the area has substantially worsened since the store opening, Home Depot shall provide additional traffic mitigation for the area. Home Depot March 24, 1999-5 f Police details shall be provided, at the expense of Home Depot during the peak hours of operation when determined necessary by the City Planner. 15. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 16. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Walter B Power, III Chairman SHEET HET TOTA L JUNE 5, 2006 NO. SHEETS �^ SALEM 1 12 R 0 AD WAY AN ""T TRAk ' k ' C SIG .N.L .. A IMPROV M NTS ROUTE 107/ TRADERS WAY TITLE SHEET & INDEX AT AND AVE 0 1 R-, ADER I S WAY/ ROUTE 107- - llullL 0 "'� 0 U G "lwl""' R 0 AD ",\1ANLti E IN THE CITY OF SALEM THE 1995 SPECIFICATIONS, THE SUPPLEMENTAL ESSEXCOUNTY SPECIFICATIONS DATED DECEMBER 11 , 2002, THE 1996 INDEX CONSTRUCTION AND TRAFFIC STANDARD DETAILS, THE APRIL 2003 METRIC/ENGLISH SUPPLEMENTAL DRAWINGS, GUIDE SIGN POLICY FOR SECONDARY STATE SHEET NO. DESCRIPTION HIGHWAY-2000 METRIC EDITION, THE 2003 MANUAL ON 1 . . . . . . . . . . . . . . . TITLE SHEET AND INDEX UNIFORM TRAFFIC CONTROL DEVICES, AND THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z-60.1 -1986) 2 . . . . . . . . . . . . . . . ABBREVIATIONS WILL GOVERN. 3 . . . . . . . . . . . . . . LEGEND AND GENERAL NOTES 5 4 . . . . . . . . . . . . . . .CONSTRUCTION DETAILS WA HIINGTO 5 . . . . . . . . . . . . . . .GENERAL PLAN 6 . . . . . . . . . . . . . . .PAVEMENT MARKING AND SIGNING PLAN DESIGN DATA 4 7 . . . . . . . . . . . . . . . CURB TIE AND GRADING PLAN �olpo Z - ROUTE 107 TRADERS WAY 8 . . . . . . . . . . . . . . .TRAFFIC SIGNAL PLAN . O `� � -` = 9 . . . . . . . . . . . . . . .LOOP DETECTOR TYPICAL DETAILS DESIGN SPEED (N(P�I� 40 35 ti P� 011 10 . . . . . . . . . . . .. . . . BICYCLE LOOP DETECTOR DETAILS PROJECT � �� ADT (2003) = 33,000 7,000 LOCATION t�'< 11 .TRAFFIC MANAGEMENT PLAN �q K = 8% 8% O 5 T (PEAK HOUR) = 3% 12 . CROSS SECTIONS 2� . t > s Ir DHV = 2,600 600 A� s 2 � s�o 0 HOR. SCALE IN FEET 0 2000 4000 �t re- CONVENTIONAL SIGNS 6`, 13_p6 COUNTY, CITY, OR TOWN BOUNDARY . . . . . . . . . . _ _ Nva✓�{� COUNTY, CITY, OR TOWN SIDE LINE . . . . . . . . . . FENCE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ TYPE - 74 BASE LINE OR SURVEY LINE . . . . . . . . . . . . . . . . . t N 57'18'41" E 59.570m j RIGHT OF WAY LINE . . . . . . . . . . . . . . . . . . . . . . . j CULVERT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — PROP. SURFACE y�H OF RIZZO SURFACE NOTE o LENGTH OF PROJECT 350 FT GA ER ASS 0 Cl ATE S F- W CIVIL w o O O too.38668 WNLoo o , A TETRA TECH COMPANY c> �SSIONAL One Grant Street ! ELEVATIONS . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . a 74 Framingham, MA 01701 -9005 POLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ¢ 508.903.2000 www.rizzo.com t- i. i SHEET TOTAL JUNE 59 2006 No. SHEETS i 2 12 SALEM AADT ANNUAL AVERAGE DAILY TRAFFIC F FILL OC ON CENTERROUTE 107/ TRADERS WAY AASHTO AMERICAN ASSOCIATION OF HIGHWAY AND TRANSPORTATION OFFICIALS FA FIRE ALARM, FEDERAL AID OG ORIGINAL (GROUND ABBREVIATIONS ` ABAN. ABANDON F&C FRAME & COVER OH. OVERHEAD ABUT. ABUTMENT FDN. FOUNDATION OHW OVERHEAD WIRES SHEET 1 OF 1 ACCMP ASPHALT COATED CORRUGATED METAL PIPE FED. FEDERAL OPP. OPPOSITE ADJ. ADJUST F&G FRAME & GRATE OW OBSERVATIION WELL ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT ALM. ALARM FHWA FEDERAL HIGHWAY ADMINISTRATION PB PULL BOX ALT. ALTERNATE, ALTERNATIVE FIN. FINISH PC POINT OF CURVATURE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOW (LINE PCC POINT OF COMPOUND CURVATURE TSC TRAFFIC SIGNAL CONDUIT APPR. APPROACH FLDSTN. FIELDSTONE PGL PROFILE GRADE LINE TRANS. TRANSITION APPROX. APPROXIMATE FLR. FLOOR PI POINT OF INTERSECTION TRWY TRAVELED WAY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS FS FIRE SIGNAL PKG. PARKING TS TRAFFIC SIGNAL AUX. AUXILIARY FT. FOOT, FEET PL OR PROPERTY LINE TV. TELEVISION (CABLE) AVE. AVENUE PM PARKING METER TVMH TELEVISION MANHOLE (CABLE) G GAS POC POINT ON CURVE TYP. TYPICAL BAR. BARRIER GAL. GALLON POT POINT ON TANGENT B&B BALLED AND BURLAPPED GALV. GALVANIZED PRC POINT OF REVERSE CURVATURE UD UNDERDRAIN OR SUBDRAIN BD. BOUND GAR. GARAGE PROJ. PROJECT USGS U.S GEOLOGICAL SURVEY BIT. BITUMINOUS GD. GROUND PROP. PROPOSED UTIL. UTILITIES BL OR BASELINE GDRL GUARD RAIL PSB PLANTABLE SOIL BORROW BLDG. BUILDING GG GAS GATE PSF POUNDS PER SQUARE FOOT V DESIGN SPEED BM BENCH MARK, BEAM GI GUTTER INLET PSI POUNDS PER SQUARE INCH VAR. VARIES, VARIABLE BO BY OTHERS GIP GALVANIZED IRON PIPE PT POINT OF TANGENCY, POINT VC VERTICAL CURVE BOD BOTTOM OF DITCH GM GAS METER PVC POINT OF VERTICAL CURVATURE VCP VITRIFIED CLAY PIPE BOT. BOTTOM GRAN. GRANITE PVI POINT OF VERTICAL INTERSECTION VERT. VERTICAL BR. BRIDGE GRAY. GRAVEL PVMT. PAVEMENT' BRG. BEARING GV GAS VALVE PVT POINT OF VERTICAL TANGENCY W WEST BRK. BRICK PWW PAVED WATERWAY HWBD WESTBOUND DW. HEADWALL WCR WHEELCHAIR RAMP C CUT HGL HYDRAULIC GRADE LINE QTY. QUANTITY WD. WOOD CB CATCH BASIN HH HANDHOLE WDTH. WIDTH CBCI CATCH BASIN WITH CURB INLET HO. HOUSE R RADIUS, ROCK EXCAVATION WE WATER ELEVATION CC CEMENT CONCRETE HOR. HORIZONTAL RAIL. RAILING WG WATER GATE CCM CEMENT CONCRETE MASONRY HOV HIGH OCCUPANCY VEHICLE RC REINFORCED CONCRETE WIP WROUGHT IRON PIPE CEM. CEMENT HP HIGH POINT RCB REINFORCED CONCRETE BOX CULVERT WM WATER METER, WATER MAIN CF CUBIC FEET HES HIGH EARLY STRENGTH RCP REINFORCED CONCRETE PIPE WMH WATER MANHOLE CFS CUBIC FEET PER SECOND HS HIGH SERVICE WATER RD. ROAD WV WATER VALVE CI CAST IRON, CURB (INLET HWY. HIGHWAY RDWY. ROADWAY CIP CAST IRON PIPE HWY. GD. HIGHWAY GUARD REFL. REFLECTORIZED X-SECT. CROSS-SECTION CIP CONC CAST IN PLACE CONCRETE HYD. HYDRANT REINF. REINFORCE, REINFORCING CIP(CL) CAST IRON PIPE (CEMENT LINED) RELOC. RELOCATE(D), RELOCATION YD. YARD IN. INCH CL. CENTERLINE REM. REMOVE YR. YEAR CLF CHAIN LINK FENCE INV. INVERTF REMOD. REMODEL CLP CEMENT LINED PIPE IP IRON (PIPE REQD. REQUIRED CLR. CLEAR, CLEARANCE IR. IRON RET. RETAIN, RETAINING CMB CONCRETE MEDIAN BARRIER IT INTERSECTION OF SLOPES OR PROFILE GRADE LINES RET WALL RETAINING WALL CMP CORRUGATED METAL PIPE REV. REVISION, 'REVISED CO. CLEANOUT, COUNTRY JCT. JUNCTION ROW RIGHT-OF-WAY TRAFFIC ABBREVIATIONS COL. COLUMN RR. RAILROAD CONC. CONCRETE K RATE OF VERTICAL CURVATURE, RATIO OF DESIGN R&R REMOVE AIND RESET R STEADY CIRCULAR RED COND. CONDUIT HOURLY VOLUME TO AVERAGE DAILY TRAFFIC RS RAILROAD SIGNAL Y STEADY CBRCULAR YELLOW CONST. CONSTRUCT, CONSTRUCTION R&S REMOVE AIND STACK G STEADY CIRCULAR GREEN CONT. CONTINUE(D), CONTINUATION L LENGTIH OF CURVE RT. RIGHT FIR FLASHING CIRCULAR RED CS COMBINED SEWER LAT. LATERAL RTE. ROUTE FY FLASHING CIRCULAR YELLOW CSJT CONSTRUCTION JOIiNT LB LEACHIING BASIN RVA STEADY RED VERTICAL ARROW CSMH COMBINED SEWER HANHOLE LB(S). POUND(S) S SOUTH, SLOPE, SIGN YVA STEADY YELLOW VERTICAL ARROW CTR. CENTER LDSCP. LANDSCAPING SAN. SANITARY GVA STEADY GREEN VERTICAL ARROW CULV. CULVERT LF LINEAR FEET SB STONE BOUND, SPECIAL BORROW RLA STEADY RED LEFT ARROW CY CUBIC YARD LP LOW POINT, LIGHT POLE S.BD SOUTHBOUIND YLA STEADY YELLOW LEFT ARROW LS LOW SERVICE WATER SD STORM DRAIN, SUBDRAIN GLA STEADY GREEN LEFT ARROW o DELTA ANGLE (CENTRAL ANGLE OF HORIZONTAL CURVE) LT. LEFT SDMH STORM DRAINAGE MANHOLE RRA STEADY RED RIGHT ARROW D DIRECTIONAL PERCENTAGE OF DESIGN HOURLY VOLUME SE. SUPERELEVATION YRA STEADY YELLOW RIGHT ARROW DIA. DIAMETER M METER, MUCK EXCAVATION SEC. SECTION GRA STEADY GREEN RIGHT ARROW DA DRAINAGE AREA MASS. MASSACHUSETTS SF SQUARE FEET W STEADY WALK DDHV DIRECTIONAL DESIGN HOURLY VOLUME MAX. MAXIMUM SH. SHEET FDW FLASHING DON'T WALK DEPT. DEPARTMENT MB. MAILBOX SHLD. SHOULDER DW DON'T WALK DET. DETAIL MBTA MASSACHUSETTS BAY TRANSPORTATION AUTHORITY SHLL STATE HIGHWAY LAYOUT LINE B TRAFFIC SIGNAL PHASE DHV DESIGN HOURLY VOLUME MDC METRO)POLITAN DISTRICT COMMISSION SHLO STATE HIGHWAY LAYOUT WLL BROKEN WHITE LANE LINE ,I DI DROP INLET MED. MEDIAIN SK. SKEW BYL BROKEN YELLOW LINE j DYCL DOUBLE YELLOW CENTER LINE DIM. DIMENSION MH. MANHOLE SL STOP LINE„ SURVEY LINE DWL DOTTED WHITE LINE DIP(L) DUCTILE IRON PIPE (LINED) MHB MASSACHUSETTS HIGHWAY BOUND SPEC(S) SPECIFICATFION(S) DYL DOTTED YELLOW LINE DR. DRIVE, DRAIN MHD MASSACHUSETTS HIGHWAY DEPARTMENT SS SANITARY 'SEWER SWCHL SOLID WHITE CHANNELIZING LINE MHW MEAN HIGH WATER SSD STOPPING 'SIGHT DISTANCE SWEL SOLID WHITE EDGE LINE E EAST, EXTERNAL MIN. MINIMUJM SSMH SANITARY SEWER MANHOLE SWGL SOLID WHITE GORE LINE EA. EACH MISC. MISCELLANEOUS ST. STREET SWLL SOLID WHITE LANE LINE EB ELECTRICAL BOX MLW MEAN LOW WATER STA. STATION SYEL SOLID YELLOW EDGE LINE E.BD EASTBOUND MPH MILES PER HOUR STD. STANDARD YTL YELLOW TRANSVERSE LINE EHH ELECTRIC HANDHOLE MSL MEAN SEA LEVEL STMH STEAM MAINHOLE CW CROSSWALK ELEV. ELEVATION MTA MASSACHUSETTS TURNPIKE AUTHORITY STIR. STRUCTURE, STRUCTURAL LN LANE ELEC. ELECTRICAL MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES STY. STORY EMB. EMBANKMENT MWRA MASSACHUSETTS WATER RESOURCES AUTHORITY SURF. SURFACE, SURFACING EMH ELECTRIC MANHOLE SW. SIDEWALK ENT. ENTRANCE N NORTH( SY SQUARE YARD EOP EDGE OF PAVEMENT N/A NOT APPLICABLE EQ. EQUAL NAD NORTHI AMERICAN DATUM T PERCENTAGE OF TRUCKS, TON, TANGENT LENGTH OF CURVE i EST. ESTIMATE NAVD NORTHI AMERICAN VERTICAL DATUM TAN. TANGENT EXC. EXCAVATION N.BD NORTHIBOUND TCB TRAFFIC CONTROL BOX { EXIST. EXISTING NC NORMAL CROWN TEL. TELEPHONE EXJT EXPANSION JOINT NET NEW ENGLAND TELEPHONE TEMP. TEMPORARY I EXPWY. EXPRESSWAY NGVD NATIOMAL GEODETIC VERTICAL DATUM TMH TELEPHONE MANHOLE EXP. EXPANSION NIC NOT IM CONTRACT TOPO TOPOGRARHY ! EXT. EXTERIOR, EXTERNAL NO. NUMBER TP TURNING POINT NTS NOT TO SCALE - r. l SHEET TOTAL JUNE 5, 2006 NO. SHEETS 3 12 SALEM ROUTE 107/ TRADERS WAY LEGEND AND GENERAL NOTES SHEET 1 OF 1 LEGEND- GENERAL EGENDGENERAL NOTES PLAN SYMBOLS EXISTING PROPOSED EDGE OF PAVEMENT 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT 14. THE CONTRACTOR SHALL PROVIDE METHODS DURING DEWATERING OPERATIONS GRAN. CURD GRANITE CURB A SCHEDULE OF OPERATIONS IN ADDITION TO OTHER CONTRACT AND FOR STORM WATER RUNOFF NOT TO ALLOW SILT OR DEBRIS TO Doi BOUND (TYPE NOTED) REQUIREMENTS TO THE ENGINEER. THE ENTER EXISTING DRAINAGE FACILITIES OR CREATE NUISANCES. THE - - - - PROPERTY LINE CONTRACTOR SHALL ALSO NOTIFY AND COORDINATE HIS WORK WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING EXISTING OR NEW -e--- CONSTRUCTION BASELINE CITY OF SALEM ENGINEERING DEPARTMENT PRIOR TO STARTING CONSTRUCTION FACILITIES IF SILTATION OCCURS DUE TO THE CONTRACTOR'S OPERATIONS. OF THE PROJECT. C6 � CATCH BASIN D 15. ALL PROPOSED DRAINAGE CONNECTIONS TO EXISTING STRUCTURES WILL BE ❑ CID CATCH BASIN AND CURB INLET DMH 2. CONTRACTOR SHALL ESTABLISH HIS SURVEY CONTROL PRIOR TO INCLUDED IN THE COST OF INSTALLATION OF THE NEW PIPE OR STRUCTURE. DRAINAGE MANHOLE BEGINNING WORK ON THIS CONTRACT. M SEWER MANHOLE 16. RIM ELEVATIONS MAY BE SUBJECT TO FIELD ADJUSTMENTS AS DIRECTED BY TMH TELEPHONE MANHOLE 3. PLANS WERE PREPARED FROM FIELD SURVEY DATA AND EXISTING PLANS, THE ENGINEER. EMOH ELECTRIC MANHOLE AND ACCURACY IS NOT GUARANTEED. THE LOCATION OF EXISTING E_ ELECTRIC HANDHOLE STRUCTURES SUCH AS SEWERS , DRAINS, WATER MAINS AND OTHER 17. THE LOCATIONS OF PROPOSED PIPELINES STRUCTURES AND UTILITY RELOCATIONS UTILITIES ARE ONLY APPROXIMATE AND THE ENGINEER DOES NOT o GAS GATE GUARANTEE THEIR NUMBER OR LOCATIONS. THE CONTRACTOR SHALL MAY BE MODIFIED TO SUIT FIELD CONDITIONS AT THE DISCRETION OF THE ENGINEER. o WATER GATE VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE 18. WHERE WATERLINES, DRAINAGE PIPES OR STRUCTURES ARE ABANDONED IN PLACE, HYO ,Q,, HYDRANT EXCAVATING. CONTRACTOR SHALL MAKE SURE THAT ALL CONNECTING PIPES, INLETS AND OUTLETS -a UTILITY POLE, TELEPHONE, POWER ARE PLUGGED. ALL LIVE CONNECTIONS SHALL BE CONNECTED TO THE NEW SYSTEM. 40 LIGHT POLE 4. BEFORE EXCAVATING, BLASTING, BACKFILLING, GRADING, PAVEMENT 12" DRAIN DRAINAGE PIPE (SIZE & TYPE OF MATERIAL) RESTORATION, OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC AND 19. WHEN A PROPOSED CATCH BASIN INTERFERES WITH ANY UNDERGROUND UTILITY, A 6" 5EWER SEWER LINE (SIZE & TYPE OF MATERIAL) PRIVATE, MUST BE CONTACTED, INCLUDING THOSE IN CONTROL OF GUTTER INLET SHALL BE USED. UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACT OF 4" GA5 GAS MAIN (NOTE SIZE) 1963, MASSACHUSETTS GENERAL LAWS. THE OWNER AND ENGINEER ASSUME 20, THE CONTRACTOR SHALL SUPPLY ALL TEMPORARY SHORING AND DEWATERING 6" WATER WATER MAIN (SIZE & MATERIAL) NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES TELE. TELEPHONE CONDUIT (NAME OF UTILITY) OMITTED OR INACCURATELY SHOWN, BEFORE PLANNING FUTURE FOR WORK RELATED TO THE COMPLETION OF THE PROJECT AT NO ADDITIONAL CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENT MUST COST. ELEG. ELECTRIC CONDUIT (NAME OF UTILITY) BE CONSULTED. DIG SAFE NUMBER: (888) 344-7233. REFER TO THE RETAINING WALL SPECIAL PROVISIONS FOR A LIST OF THE CONTACT PERSON AT 21. THE CONTRACTOR SHALL REMOVE AND STACK OR RESET EXISTING STEEL BEAM GUARD RAIL AFFECTED UTILITIES. ROADWAY SIGNS AS DIRECTED BY THE ENGINEER. ALL SIGNS TO BE STACKED -r SIGN AND POST SHALL BE DELIVERED TO MASS HIGHWAY DEPARTMENT AS DIRECTED. PM ® PM PARKING METER 5. WHERE THE NEW CONSTRUCTION COINCIDES WITH PRESENT TRAVELED WAYS, THE CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER ACCEPTABLE 23. FINAL LOCATION OF TRAFFIC SIGNAL EQUIPMENT, SIGNS, AND SUPPORTS MD� MAILBOX TO THE ENGINEER SO THAT INTERFERENCE TO BUSINESS CONCERNS AND SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. FOA FIRE ALARM ABUTTERS, ON ACCOUNT OF THE CONSTRUCTION WORK, IS KEPT TO A GOUY GUY POLE MINIMUM. THE CONTRACTOR WILL NOT BE ALLOWED TO PARK EQUIPMENT, 24. DETAILS FOR TRAFFIC SIGNAL FOUNDATIONS AND SIGN SUPPORT FOUNDATIONS SHRUB OR STOCKPILE MATERIAL ON THE TRAVELED WAYS OVERNIGHT OR WHEN SHALL BE IN ACCORDANCE WITH MHD STANDARD DRAWINGS. O TREE NOT IN USE. THE CONTRACTOR SHALL MAINTAIN SAFE AND REASONABLE AICCESS TO AND FROM ABUTTING PROPERTIES AT ALL TIMES AT NO ADDITIONAL COST. HEDGE 25. SAW CUT EXISTING BITUMINOUS CONCRETE ROADWAYS OR SIDEWALKS AS x CLF x _ TOP OF CURB CHAIN LINK FENCE 6• EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. SHOWN. MATCH EXISTING CEMENT CONCRETE SIDEWALKS AT THE NEAREST SCORE LINE. BOTTOM OF CURB SPOT GRADE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE GRANITE RUBBLE BLOCK HIS OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. 26. DAMAGE OF PROPERTY BEYOND THE WORK LIMITS CAUSED BY CON- GRANITE OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT THE I-1 �, WHEELCHAIR RAMP CONTRACTOR'S EXPENSE, SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. CONTRACTOR SHALL EXCAVATE TEST PITS TO VERIFY LOCATIONS OF TEST PIT EXISTING UTILITIES AS INDICATED OR AS DIRECTED BY THE ENGINEER. ` 27. ALL NON-PRECAST CEMENT CONCRETE USED ON THIS PROJECT SHALL HAVE I A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI OR AS OTHERWISE 8. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE UTILITY SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS. COMPANIES DOING WORK IN THE SAME AREA. THE CONTRACTOR SHALL ALLOW THE UTILITY COMPANIES AND THEIR REPRESENTATIVES TO INSTALL 28. THE CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIAL IN ACCORDANCE I TRAFFIC SYMBOLS THEIR SYSTEMS WITHIN CITY OWNED STREETS AND EASEMENTS. WITH FEDERAL, STATE AND LOCAL REGULATIONS AT HIS OWN EXPENSE, OUTSIDE OF THE PROJECT LIMITS. 9. ALL EXISTING CITY OF SALEM UTILITIES SUCH AS WATER BOXES EXISTING PROPcosED AND CURB STOPS, MANHOLE FRAMES AND COVERS, CATCH BASIN FRAMES AND AND OTHER CASTINGS SHALL BE ADJUSTED BY THE CONTRACTOR TO 29• ALL WHEELCHAIR RAMPS SHALL CONFORM TO THE MASSACHUSETTS ARCHITECTURAL GRATES • OPTICALLY PROGRAMED VEHICLE SIGNAL LINE AND/OR GRADE AS DIRECTED BY THE ENGINEER, UNLESS OTHERWISE ACCESS BOARD (AAB) RULES AND REGULATIONS AND THE AMERICANS WITH I HEAD AND POST SPECIFIED IN THE SPECIAL PROVISIONS OR ON THE PLANS. DISABILITIES ACT (ADA) GUIDELINES. o-t� �-► VEHICULAR SIGNAL HEAD AND POST FLASHING BEACON AND POST 10. EXISTING DRAINAGE CASTINGS DETERMINED TO BE IN SATISFACTORY 30. IN LOCATIONS WHERE PROPOSED SIDEWALK TRANSITIONS TO MEET EXISTING -® --m PEDESTRIAN WALK-DON'T WALK SIGNAL CONDITION, TAKEN FROM REMOVED DRAINAGE STRUCTURES MAY BE REUSED GRADE, SIDEWALK OR PAVED AREA, SLOPE SHALL NOT EXCEED 1: 12. WITHIN THE PROJECT OR DELIVERED MASSACHUSETTS HIGHWAY DEPARTMENT PB PEDESTRIAN PUSH BUTTON AT THE DIRECTION OF THE ENGINEER. THE TRANSPORTATION AND 31. FOR ADDITIONAL NOTES PERTAINING TO THE PAVEMENT MARKINGS AND ® PB 12" X 12" PULL BOXDELIVERY OF THE ABOVE CASTINGS SHALL BE CONSIDERED INCIDENTAL WORK SIGNING, SEE THE PAVEMENT MARKING AND SIGNING PLAN. ••� PB 8" X 23" PULL BOX TO CONTRACT ITEMS. ® 8 TRAFFIC CONTROLLER AND CABINET 32. FOR ADDITIONAL NOTES PERTAINING TO TRAFFIC SIGNALS, SEE THE t:::� INDUCTION LOOP DETECTOR 11. CONTRACTOR'S ATTENTION IS DIRECTED TO EXISTING LABELLED SEWER MANJHOLE OR TRAFFIC SIGNAL PLANS. PAVEMENT MARKING ARROW DRAINAGE MANHOLE COVERS SHOWN ON THE PLANS MAY NOT ACCURATELY REPRESENT THE UNDERGROUND SERVICE. PRIOR TO ANY WORK THE CONTRACTOR 33. THE CONTRACTOR SHALL CONSTRUCT ALL PEDESTRIAN PATHS OF TRAVEL IN BICYCLE LOOP DETECTOR SHALL NOTIFY THE ENGINEER OF AN EXISTING COVER NOT ACCURATELY ACCORDANCE WITH 521 CMR RULES AND REGULATIONS OF THE ARCHITECTURAL ® REPRESENTING THE SERVICE BELOW. ACCESS BOARD (AAB). A 1.0 METER UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM CROSS SLOPE OF 1.5% IS REQUIRED. 12. NO EXISTING PUBLIC UTILITY STRUCTURES SHALL BE ABANDONED AND/OR DISMANTLED WITHOUT AUTHORIZATION FROM THE ENGINEER. 13. PRIOR TO THE START OF ANY STORM DRAINAGE OR SEWER WORK, THE CONTRACTOR SHALL SUBMIT A PROPOSED METHOD/SEQUENCE OF WORK TO THE ENGINEER, INCLUDING DETAILS OF CONNECTIONS TO UPSTREAM AND DOWNSTREAM FACILITIES AND HANDLING OF FLOWS WITHIN THE EXISTING DRAINAGEOR SEWER SYSTEMS DURING THE CONSTRUCTION PERIOD. I SHEET TOTAL JUNE 5, 2006 NO. SHEETS 4 12 SALEM BACK UP PLATE ROUTE 107/ TRADERS WAY STEEL BEAM RAIL CONSTRUCTION DETAILS 8" 8„ 2/3" BOLT HOLE 6„ RAIL WASHER SHEET 1 OF 1 ROUND WASHER (CUT STEEL) I � HEX NUT 7" " --_= 14" o M16 RAIL BOLT 16.25" LONG, 1 PER POST 29" MIN. 2" THREAD 22" 1.5" 6" X 8" WOOD POST 8" X 6" WOOD 80" BLOCK 14" LONG 2/3" 80" EXISTING GROUND 6" X 8" WOOD POST L—J MIN. 1/8- THICK EDGE OF PARKING 7 3.00' O.C. SINGLE FACE ROUND WASHER POST DETAIL (CUT STEEL) NOTES: 1. AILL NUTS, BOLTS & WASHERS ARE TO BE GALVANIZEDS 2. ALL SPLICES ARE TO BE MADE AT POSTS. 3. FOR THE TYPE OF WOOD & WOOD TREATEMENT, OTHER MATERIALS 8c METHODD OF CONST., SEE STANDARD SPECIFICATIONS & SPECIAL PROVISIONS. 4. FOR DETAILS OF SLOT IN BACK-UP PLATE SEE MHD CONSTRUCTION STANDARD DRAWINGS 401.7.0 & 401.8.0. 5. SACK-UP PLATE IS PLACE BEHIND RAIL ELEMENTS AT INTERMEDIATE POSTS, L.e. NON SPLICE LOCATION. O w c:l STEEL BEAM GUARD RAIL WIDTH of WIDENING Q VARIES °'I WITH WOOD POST SAW CUT EXIST. PVMT. TO A NEAT LINE, MATCH GRADE AND N.T.S._ SEAL JOINT AS DIRECTED 1'-6" VARIES 6'0" COLD PLANE EXIST. PVMT. (SEE NOTE 2) s (1-3/4" DEPTH) RESURFACE WITH 1-3/4" BIT. CONC. PVMT.- MODIFIED TOP COURSE MATCH 3„ la„ EXIST. CROSS SLOPE I REMOVE \ s EXIST. GR�o ND ELEV\F PROP. 1 3 4" BIT. CONC. PAVEMENT- , --- o o C 6 „MIN i oono oo.00,._... MAX. g&Zo- MODIFIED OP COURSE (TYP.) CURB op oo0o SEE NOTE #1 6" REVEAL PoGRAVEL0*:Qo: 1.5% MIN. zo BACKFILLOoO — VARIES ; a. 1/2- PER FOOT BATTER _ o. oo �000 0000 ! a a 0 X EXIST.PVMT. OR 6„ �' a o BRICK O� °a 621 CEIM./GONG/WALK TACK COAT OoC�o 4' a 000 SURFACE AS DIRECTED — — _ o 0 CRUS I BACKFILL ELEV. /� /o/o$ 0°0 6„ 0 o O 8"y GRAVEL HED STONE �� .�i 00 000 BORROW loo o. o:;--- ---o. PROP. 2 BIT CONC. WRAPPED IN poo 0000. Ooof� 0'o Oop�o GEOTEXTILE FABRIC sp oop,3 o°oo o•op : z BINDER COURSE, TYPE 1-1 PROP. GRAN. CURB, �o opo...000..o op •oo-o EXIST CEM. CONC. TYIPE VA-4 OR O�o� Q�D�� Qoopoo` `� r PROP. 4" BIT. CONC. BASE COURSE 0o o 0.0 I o SUBGRADE SEE MHD REMOVE & RESET r .... -- i NOTES: TYPE 1-1 PLACED IN ONE LAYER (TYP.) STD. 106.3.0 EXIST. CURB ee. R ( pp ; <1DLASS "C" ONCR TE °-g: `i' (FOR WIDTH OF WIDENING > 6') " . . , �� <:qo 1. REPILACE ANY BITUMINOUS CONCRETE CURBING DISTURBED IN 6 PERFORATED ____ ____ _ _ . . DRAIN PIPE .�. ..1_�� GRAVEL BACKFILL PARIKING LOT DURING CONSTRUCTION (PROP. 4" HIGH EARLY STRENGTH 18 12' o.SH 12 12 CEMENT CONCRETE FOR WIDTH OF WIDENING < 6') 2. SEE' MHD CONSTRUCTION STANDARD DRAWING 106.2.0 PROP. 4" DENSE GRADED CRUSHED STONE FOR CURB DETAIL PROP. 8" GRAVEL BORROW OR MEET NOTES: EXIST. DEPTH OF GRAVEL WHICH EVER 1. COPING 0_V RHANG TO BE APPROXIMATELY 3" FOR 3" BIT. CONC. PAVEMENT TYPE 1-1 PLACED IS GREATER WALLS 110 OR MORE IN FjEIGHT AND APPROXIMATELY 2" IN 2 LAYERS, 1-1/2" TOP COURSE OVER FOR WALLS LESS THAN 10 IN HEIGHT, IN A CONTINUOUS WALL OF VARYING HEIGHT, THE OVERHANG WILL BE 2-1/2" BINDER COURSE APPROXIM gTELY 2" TO 3 FOR THE ENTIRE LENGTH. PROVIDE 11 PREMOLDED JOINT FILLER AT 25 INTERVALS. 2. ALL DIMENSIONS SHOWN ARE MINIMUM. NOTE: 3. THE WALL MUST COMFORM TO MHD CONSTRUCTION STANDARD DRAWING 302.2.0 4" STONE 8" COMPACTED 1. VERTICAL FACE OF BIT. CONC. PVMT. OBTAINED BY SAW CUTTING SHALL BE GRAVEL SUBBASE CLEANED AND COATED WITH RS-1 EMULSION IMMEDIATELY PRIOR TO PLACING THE NEW BIT. CONC. PVMT. THAT WILL ABUT THIS FACE. 2. IF FULL DEPTH CONSTRUCTION IS LESS THAN 6 FEET IN WIDTH, THE CONTRACTOR SHALL SUBSTITUTE 3000 PSI OR GREATER CONCRETE FOR DENSE GRADED \COMPACTED SUBGRADE CRUSHED STONE, BASE COURSE AND BINDER COURSE. I CEMENTED STONE MASONRY WALL PARKI NG LOT RECONSTRUCTION DETAIL ROADWAY WIDENING DETAIL N.T.S. N.T.S. N.T.S. SHEET TOTAL JUNE 5, 2006 NO. SHEETS 5 12 SALEM ROUTE 107/ TRADERS WAY GENERAL PLAN SHEET 1 OF 1 .r` `-' = '' ..,-, , f jar / .;.• PARKING STA. 13+70.78 ROUTE 107 CONSTRUCT. STA. 16+91 .75 TRADERS WAY-<,CONSTRUCT. R&R GRANITE , CURBING : LIMIT OF COLD ~ ✓ / / PLANE AND OVERLAY E; -1 4 � �� __ R&R GRANITE !j PROP. ,CEM. CONC. WHEELCHAIR RAMP, \ � 'j � %i' CURBING / f>, SAW CUT ' 'lot ,: PROP BIT. CONCRETE SIDEWALK it,* PROP. FULL DEPTH � EXIST. PVMT. I' • ` �^((f' - %_.- �/ �i ( '-� :EXISTING PEEDESYRIAN "BUTTON � CONSTRUCTION �- PROP. FULL DEPTHV-VA CONSTRUCTION REM. EXIST. ` \ _ N,,,. _ _ = \ ' - t .•�; —... -- M j BIT. CONC. SW P` %ter ;,% �, _-_.... - Y ' \ "h°#•f , t ; ... LIMIT OF WORK R&R GRANITE CURBING - �.� ; R&R UTILIT,I k, _. Y, 2 �,: �� \ _.r. •� STA. 14+06. ` — ... . =_....=•�_. � .. ._ w . . .. .._ . _ - _ _ . _ _._ POLES Y OTHER -_ ,Y,T_:`_ ,_�_ ,R _ - N _. 1 r is �. WORK.-____ saw cu T _ F _ IT , M _ — t __.- —__._._. _.___ ._ ___.. _....... EXIST.-- ___... _..__........ _ _ t 3 4_-- __.....__ _ STA 11-=x- _._. ....... ~_ _ r LIMITOF COLD _.. R _AND OVERLAY r , _ _ LIMIT OF COLD -- OVERLAY ._.. . PLANE A , Z -.. — sl 0 (_....-....., he.E-A i. _ 1 1.. I i I , I r f • ED f �- ,4 - , r .j _ _ f jl y ---- - TI L.I TY 2 1455 POLES '.. -. .__-- .--=.--.- �..� d, +03.0 R = a3 9..�/ -----�- —� 15 (BY OTHERS) 12 _ --_ PCC CC --�_ ___2022.71 ' f R — 6- 11 A .,. �Fxe.a. , I pC _ __•• _ __._._______._- __ \ `\ STA T LA LIN _ --- - - - _ I 1946v LINE � I ;- _ ' ....... .......... . =--_ TATE LAYOit S �_...._ o ,: I PROP. RETAINING WALL,, ! PROP. CEM. CONC. I ( co ,4;, � — — _- — _�;, �� ` ;� WHEELCHAIR RAMP , PROPOSED 6 PERFORATED SUB–DRAIN ` •'•. �. � REMODEL EXIST. R&R PARKING • CATCH BASIN LOT LUMINAIRE t R&R PARKING Y„ F LOT LUMINAIRE I ;` `' SAW CUT PROP WOOD POST i II - ...... EXIST. PVMT. , I GUARDRAIL (TYP.) HI APPROX. LIMIT OF STATE HIGHWAY LAYOUT ALTERATION Y1 �i LIMIT OF COLD l PP(6" FROM FACE OF PROP. � WALL) BIT CONC. SW PLANE AND } i 1 ( J �• ' i �- ' o.ar; �?c,+.�r��a --' PROP. CE:M. CONC. '` ;' ! �` OVERLAY r SAW CUT i a'l`t` WHEELCHAIR RAMP I it `4 EXIST. I ; PVMT. .,.:; .:,�.�.(r-:•. � >.- '� s •'' I{ '" I j ,�,;, i ( it ` PROP.. 5' HIGH ' I (( CROP. RZOUTE 107 CONST. REMODEL EXIST. j !I; ! �' I U, O LIMIT OF PROP. CHAINILINK FENCE _ ! a ^� I + - PARKING LOT CATCH BASIN R 8369.57 R-1800.00 R=2022.71 , ; ,I 1 I RECONSTRUCTION � � PROP. FULL DEPTH ii `,! !` , I U' 0 L=324.92 L=178.18 L=182.14 Govf CONSTRUCTION T=162.48' T=89.12' T=91.13' I - /-" PROP. TEMP. PRECAST _ {_ 02'13'27" A '05'40'09" A=05'09'34" CONC. MEDIAN BARRIER �^� �= �- 1A� �'�c 4 , : ■ �� Cfellw-� fi r z :3. 6(;i3l 20 0 20 40 SCALE IN FEET SHEET TOTAL JUNE 5, 2006 NO. SHEETS TRAFFIC SIGN SUMMARY 6 12 SIZE OF SIGN TEXT DIMENSIONS NUMBER POST SIZE SALEM IDENTIFI- (INCHES) (INCHES) OF COLOR AND UNIT AREA IN ROUTE 107/ TRADERS WAY CATION AREA SQUARE NUMBER WIDTH HEIGHT TEXT LETTER VERTICAL ARROW SIGNS BACK— LEGEND BORDER NUMBER (S.f.) FEET PAVEMENT MARKING AND HEIGHT SPACING TE. MKR REQUIRED GROUND REQUIRED SIGNING PLAN SHEET 1 OF 1 • H1-2 24 24 •�•�• SEE 2003 M.U.T.C.D. 1 SEE 2003 M.U.T.C.D. P5/1 4,0 4.0 • YIELD ' R1-2 36 36 1 P5/1 9,0 9.0 LEFT LANE , .,CJI J •''.. _---.. �-' r •� �` •� %^- RS-7L 30 30 MUST 1 P5/1 6.25 6.25 TURN LEFT PARKING 0 LO T ': Q RIGHT LANE \j �`� P 51 6.25 12.5 R3-7R 30 30 MUST 2 / TURN RIGH �,.-J� / j� / / / :::;:? ':i{"., TO REQUEST Yr f ( O r „•� 1.-' � / / �_i � R10-22 GREEN S MHD STD. 5 SEE MHD STD. P5 3 3.00 15.0 18 24 WAIT EE / ON otlo . . OUTE 107 CONSTRUCT. F = R10-�'�`� STA13+7078 R ' - 1 j j 91 .75 TRADERS WAY CONSTRUCT. ✓/ r'A -'l t.: STA. 16:+ �" ,,•• fff � "h h.i�=ee= / / i+ ! �_�."J,,,,f !.'• '^" •/~'""'~ �.� fff — ` - ,..._� _'�-"'=h I ` ' ,,:'{ �,`._'"''�" _'_- ---"`f-J_...r.._..---......._.... t fff\ � � /!/ h'== �� •---I i,, f h;r L . LL w yf / ~ ♦\\ vl—. HEAD v v 1f LIMIT OF WORK '_.:: _•., .;. _ RE) `.r STA 14+06.26 -. >- ....._ , .) I fro ra, -_..:_:• .: _--,.._.... _ .___(RET.) ___(RET.) ._. ......_.._ - E t --- _ WOR LIMIT OF .._.._. _ R1Q - - _ _ ___ ___.........___. STA 11 +35. %� i' --16 _'� -- _ __---__ --__ '� � 'ur�t`� - _.. (RET.) � -- - - 52 \ _ — _ c _.. I F7 -- .. �/` oo_---— _._ — , _ a _ . __ — 0 - --_ RET. :_�r r ._: .,. .,.� , .:. : , �- �'�.11.0 %' ___.__.__..._.. ._. .� TE I 1 i --- 1 ._ _ .- '♦ . . t 1 RET. � ,-'.. -tr\, �E c, �, -_ -_--� __«.._ - - . - t Ulzl ---- -- : L! 5 rs --__- 1, � .._..___...-- ..-.__R-. ._..T.., _z T-� _ 1 _ I i r _ - - 1 RU o7 ..- 1 - - l N •i _ _ I { 00 - - n. ,_. - _ 2 4.9 2 -- ..._ MATCH TO EXIST. - --, -.._____ ___ _ -,�----- ------ = -; -, ,� � R =1800.00' 15 +03-0 5 5 =-_ --- I.._ �. :.:_ 13 �1� PVMT. MARKINGS -- = 8369.57 I I \ 12 ;, R i • M ' -_ _____ _- _ _---- ----�----- a ! PCC - �� PCC —� 2 0- �_ 22. 71 ' 07 NB 11 SWLL (1550 �' 1-!IINIF)�'N �' - GRROUTE 107 NB 1 R UTEJ (REM.) ---- - _ . - _... • i I 11 +00 -4 SWILL �- - 7777 77- � ______.__.. •_ � ., RET ..._...._.�: ,PC _ 1, lhl _ -- - `� _— STAY --, _. . . _ O LINE 1946 -- C. , _ r , - (- RT. . I - . -+.�. (RET. RET. R 10 2 2 194 R10T LlvE 22 STATE BAYOU 1 12' (REM. / . I R3=7B- - - - _j s' — — - _ � tk 1' r R1-2 1 cn It i I o rk n 9 Lo` I I I f 7 I 1 0 k LLJ I �I ! I ED � I oo II I APPROX. LIMIT OF STATE -- << t i ALTERATION _-__,--_ HIGHWAY LAYOUT AL F !I (6 FROM FACE OF PROP. WALL) -� .' - ny - MATCH TO EXIST. { MATCH TO EXIST. ! Tc� I h I i PVMT. MARKINGS Ila .PVMTMARKINGS i I -� j IGrouind Pound o-J<.� r J/ Iy i/ I I n1 I ➢ —� R. . k-iia, ar,t ff i;' I, ; �,-`:��; � D I 01 11. 1, I ZJ r 0 O I , I� i I D I I I 20 0 20 40 SCALE IN FEET SHEET TOTAL JUNE 5, 2006 NO. SHEETS 7 12 NOTES: -� >; i SALEM -* CONSTRUCTION TOLERANCE ± 0.5% � ROUTE 107/ TRADERS WAY'r/J'-1 .. - SEE CONSTRUCTION STANDARD M/E 107.2.1, 107.6.5 j ''' ``` a;=,.� f/ �� CURB TIE AND LEVEL LANDING t" -"} �,� 1.5% * CROSS ** SEE CONSTRUCTION STANDARD M/E 107.9.0 !"' ;i ' / >, � ;` ! GRADING PLAN SLOPE FOR DRAINAGE LEFT RIGHT RAMP REFERENCE WIDTH OF DEPTH O>= /TRANSITION ( ENIGTH * EXISTING BASELINE POINT WIDTH ..OF ROADWAY - i RAMP LEVIEL LANDING GUTTER o - o WCR # NAME SIDEWALK�;;�:- ;:• ( ) , ' LEFT S1DE� RIGHT SIDE ; STATION OFFSET (5;-0") MI N. 4"---0" SLOPE i� 0 0 0 * *1 ROUTE 107 13+50.89 _ °000 00 ° 7.5% MAX. 88.46" LT. 5.50 j -- -' 5.00 'x.:00•- 1.�% 6.00" 6.00" '- *Ik - GRANITE CURB fir%5.00' 4.00` � 6" REVEAL *2 ROUTE 107 14+30.99 82.14" LT. 5,..50" 5._00 6.00" 1.8% t �•; 4.50` 6.00` RAMP REFERENCE 25" t 1" DETECTABLE 5EDGE OF ROADWAY POINT *3 ROUTE 1 WARNING PANEL `, j` '-0"` 07 14+41.12 70.84 LT. 5,.-50 5.00 6.00 1!6% MIN. * THE INTENT OF THIS TABLE IS TO DEMONSTRATE THAT THE EXISTING WHEELCHAIR RAMPS MEET ADA AND AAB REGULATIONS !j i P,L',R K INN LIMITS OF CEMENT CONCRETE WHEELCHAIR RAMP / +.C?T STA. 13+70.78 ROUTE 107QNSTRUCT. - N.T.S. STA. 16+91 .75 TRADERS WAY C:ONSTRUT- ! - ` EXISTING WHEELCHAIR RAMP #1 / ` f EXISTING WHEELCHAIR RAMP #201 EXISTING WHEELCHAIR RAMP #3 : 1,--'r�,•_l--,-.,� '...._._.T,--._... -- " ;�-'' .� x ,..x=.,,ten � -t i•' , k WCR #4 , � �\ / ,=x `� ' T. >t' LIMIT OF WORK F- , ETA. -... - 150 V / ` I , i . .. ... 'civ R RAM Aj% K �` STA. M _ LI .. r I _ _..._..._ -.--. --- � ., ... 5 _----------- 1 74 --- ! : _ : � ____---- STA. 14+20.06, i , 14 00 R T - : f _ _. - - -_ -�--- r,t.-r pp tt .__...._.-__._.-.__. _,-._.,__-._...--- j tInd .. __......._..___-.___ ...... .... �._._ _ (.)N-- . \MEET EXIST -�-� f% u A. 1 I _-.- k ST ; ,� 1 18.1 RT. - •R�-FN ah �r�,� .r t '1' si x, , t , , � y , .;;E'r, tit, -�tv� I i- r B � . . \ , _._ __ __......._.____- 107 S13 - LE - } 1 r �.r\ t `74 �J 'L C;�,r I� tE_ C I 1 T._. :7.7 --- - - i , n - _ i _ - ZT S .2 J.. , , \... 417/ GUARD -v �f, i - 2 rr 1 r (� to T 1'4 0 A SS-6" ' 7 _ _ ,�+ �, - FROM FACE OF T. . - - •��'?�= MUS»; / I/ I ,N \ .... R 0 _ _ _ _ _--- �.- -- R - __ _ - _ _ �� _ - - - - --- 3 6 FROM FACE OF -r - --- -- _ - ---_--- R B TO FACE OF _...._.__,._.. _L7 -i CURB TO FACE _ _ •�-�,._. - --3 r � � 24.9 2 �, �-=-- �JTILITY POLE -` - _____- --- UTILITY POLE fl ..� _ R -180 OD' +03 0 f.. 8369 R =---�- 12 __- - 0 • Pcc h -I -- R-= PCC 2022.71 ' 16 10 '� O 7 11 ___�_ BC 137.90 BC 137.40 - : _ ROUTE 1 O N I fl- NB -- BC 139.15 -!-IA"UP �`I MEET EXIST. _ _ �'3 ";;r�:I I V B BC; 138.80 `- _ '� ctJ<f; ... ___ ;...-- ROUTE - 140.10 - - - _ _ -..�._ r B C a.:.:_. - - :� ' -... 00 - _. _ : --- _ --c _._ ...mow•.._ _.-.__._._.._.- _".=.:c _... v _. .r__.. \ ... - -. ..-._. C _.._ pr., r _ -�► t - t.t.. � v l MEET EXIST.1T TAE A O-U T LINE ---1_946C - a STA. 4+502 - ._ ill�- I - 24.10 R T. -- - i ..0 F7 t , ...... _ MEET EXIST. �' 1 L ! r\ LINE11+35.74I LAYOUT STA. ;1 •., �, I i i I , " ST , I I AT 14.78 RT. 6.0 STA. 12+85.81, WCR #3 23.99 RT. STA 11+53.73, I - _ ��191. 9 I 16.40" RT. - - - - - - '-- - -.-_.__- ___ ----I % i" MEET EXIST. STA. 14+07.36, STA. 14+12.07, -1y 33.09" RT. �� ' I STA. 14+37.05, 14.00 RT. 14.00' R 0 T. ;, of � �� !; ' k STA. 11 +., 0.74, r. STA. 11+50.00, t �� rkl�I EXIST. ` ,, 30.00? RT. - i J ; 21.75 RT. ! ` WCR #1 ;Y FRAME - _�- _ I �` DRAINAGE FLOW ( , FACE OF WALL) , ; STA. 11 +81.6>2, = 137.18 / ARROW (TYP.) LINE TABLE _ ___._ _._._ ' _._....__.___ 5 0 I I I I 2.2.05 R)\T. I _ . WCR # _.. LINE LENGTH APPROX. LIMIT OF STATE � 2 I i L1 28.04 HIGHWAY LAYOUT ALTERATION 1 ` I PROPOSED SUB-DRAIN L2 i (6"" FROM FACE OF PROP. WALL) I I ` 84.36 : 1 I I CONNECT TO EXISTING CB � SUB-DRAIN __._._ _ I MEET EXIST MEET EXIST.21.39 STA. 13+94.55±, 5'0STA. 14+20 .04± ,PROPOSED 6 PERFORATED MEET EXIST. .\_ 23.64' RT. 24.05' RT.itSTA. 13+36.32, �r�:art� f; ur �i 72.15 RT. i' I I (n CURVE TABLE �` ; ,I 1 ` `) MEET EXIST. �; I; i --� i D MEET EXIST. STA. 14+16.13±, CURVE LENGTH RADIUS ' � 4 --� STA. 13+94.69±, - RAMP REFERENCE ' !1 I I �'.3 j2 8.9 3RT. C1 76.86` 50.00 WIDTH CF DEPTH OFA ROADWAY TRANSITION LENGT !! 3 �I ( r �, D I 28.59 RT. POINT I s, BASELINE WIDTH OF 1 I 1 - WCR # RAMP LEVEL LANO.ING GUTTER l; % I I .•, C2 6.34' 4.00 NAME SIDEWALK - ,_ _ i { i -4- C3 9.14' 15.00" STATION OFFSET MIN. (5 0 ) MIN. (4 0 ) SLOPE C3 LEFT SIDE RIGHT SDE m I i cfl C4 II S 11 i �' ISLAND DETAIL 9.57 3.00 C5 18.24` MATCH EXIT, 1 ROUTE 107 13+06.20 30.08 RT. 6.00 5.00 4.50 1 .4% 6.00' 6.0 i � I (n ( O 7� NTS !! j C6 18.26' i80.00 2 ROUTE 107 13+22.49 42.15 RT. 6.00 5.00 4.50 1 .4% 6.00' 6.00 1 I; C7 19.64' 100.00' I� I C8 , 17.84" 130.00 3 ROUTE 107 14+44.81 29.72 RT. 5.20 5.00 4.00 1.1 6.00' 6.0 4 ROUTE 107 13+24.92 65.97' LT. 5.50' 5.00' 4.00' 0.8% 6.00' 6.00` + 1 alj...1 i I F-}r`Jf- 1:,1! 20 0 20 40 SCALE IN FEET SHEET TOTAL JUNE 5, 2006 NO. SHEETS 8 12 SALEM ROUTE 107/ TRADERS WAY TRAFFIC SIGNAL PLAN SHEET 1 OF 1 f � / LOCATION 1 LOOP DETECTOR DATA I ,' / 0 ol CALL CALL DETECTOR NO.SIECTION/ NO. OF MODE OFCALL SPLICE E DELAY EXTENSIONEXT. NO. SIZE TURNS OPERATION SEC. SEC.) PHASE PATTERN PHASE ='i / j 0 3 — 6' x 6' 3 PRESENCE0 0 01 SERIES o)1 ;0 '�f 'T / / ,s�: • t .-.1 LOOP j� i J 61 1 - 6, x 10' PRESENCE 0 0 01 TYPE D-2 �"1 TYPE D-2 �.• - F, .a DETECTOR -0'S / �/ BICYCLE BICYCLE PROP. 6X6 / BICYCLE �6 BICYCLE 6 jr::"":i REPLACE EXIST. 1 - 6 x 6 TYPE D-2 PRESENCE 0 0 i t TYPE D-2 � ' BICYCLE :.,,t1 LOOPS (TYP. ) 1 - 6 x 6 CLE PRESENCE 0 0 06 BICYCLE 016 STA. 13+70.78 ROUTE 107 ;CONSTRUCT. = ! PROP. BICYCLE/ TYPE D-2 TYPE D-2 / ' BICYCLE BICYCLE LOOP DETECTOR / 1 — 6 x 10 PRESENCE , TYPE D-2 0 0 �4 TYPE D-2 �`4 STA. 16+91 .75 TRADERS WAS r / 4, 3 — 6 x 6 3 PRESENCE 0 0 04 SERIES 04 BICYCLE 1 - 6' x 10' PRESENCE 0 0 04 SERIES 04 TYPE D-2 .. - 4z 3 - 6' x 6" 3 PRESENCE 0 0 04 TYPE D BICYCLE.2 ' 04 BICYCLE BICYCLE 3 1 - 6' x 16 PRESENCE 0 0 03 03 : TYPE D-2 TYPE D-2 I 31 3 — 6' x 16' 3 PRESENCE 0 0 03 SERIES _.. Al ,. } 11 4' 2 — 6' x 6" 3 FOR FUTURE USE :. ( � > \\ =h r ; T. �EVA.1.i PROP. BfCYCLE LOOP ,:,.;� ..._... (NOTE: REFER TO vi[AD tr * SPECIAL PROVISIONS FOR PHASING AND TIMMING DETECTOR `(TYP.) :�j LIMIT OF .WORK - UTILIZE EXIST. CONDUIT .M, >\ r; A 14+06 STA.T -- > 2 i EXIST. PULLBOXzz:zz R&R , SIGNAL POLE,' AND PED / �� - _.._ 7 , a HOUSING TO NEW FOUNDATION -- _ ----- - PROP. 6X6 LOOP DETIECTORS -'---- LIMIT OF WORK _ ___ 34.78' / _ STA 13 -19 95 RT rs,; '� z� 1'llt : :; _. _...__ TO REPLACE EXIST. LOOPS (TYP.) - - -'-' - - .._................._._... .�-.. i , .._ -- 11 +35.7 • STA. HOUSIN 0 NEW FOUNDATION _._-_...... - STA 14 3 21 .57' ---- _ 1 � T r�,. , 1 1.... - --' _ ......__.._.. 5 _ . _ --- - 52 -- _ . - __-- - _....-.. _ .... I EXISTING i a - LOOPS PROP. SYSTEM i 00 i , _ LEFT LANE r -'---- REM �_ T l l t�id - _ _ � Y ---iDETECTORS FOR - i E Give! ' ! _ _-ALL_ _ AIN •) I .._ .... _ .._.. 5 c f: 1 l -f� I 1 _ _ _. ' _. . FUTURE U _ .. Tj / - 1 , i "n t� , -- , _. __.___-._. _ ! F _ F - - ..a—.-- __ f , 14 _ - --- - 24.92 ryp a n E 13 ' � ` \ �� R 00.00' 15 +03.0 .55 - ---=-- __ -` ABANDON CONDUIT ^'7` °` R == 8369.57' �� _ - 11 __ __R&R ' PCC -` PCC — —=-2022.71 ' —t6- PULLBOX 7 PULLBOX : \ fry; N � I, Iji 10 +00 . ............... _._. —y` PC .. ftp' {.� STA _.. T ,r LAYOUT LZINE 1946 - -- - — -- _. ---`-- -- - V _ ncE _ —r,- > _ - _ –fl Il vvv � y : - LIN r• AYOU r ----- STA L PVC j STA. 12+89.80, �� \ \ 42 ROP. NEW CONTROLLER AND CABINET PROP. 3► { ; � PROPS 12X12' �; �, �1 � � � -41- ;` , " ..>T - CN EXIST. CONTROLLER FOUNDATION �' v CONDUIY (TYP.) ; 124.73 RT. s MODIFY FOUNDATION AS NECESSARY - - ' o PULLBOX (TYP.) I I x cq .Z7 j UTILIZE CONDUIT • ,, _ E EXIST X 2 APPROX. LIMIT OF STATE ` ; : / ! r� HIGHWAY LAYOUT ALTERATION _- I PROP. PULLE30X TO COVER EXIST. APPROX. LIMIT OF STATE < , - ' SIGNAL POST LOCATION AND RUN HIGHWAY LAY UT ALTERATION (6' FROM FACE OF PROP. WALL) ' i ( 3"" CONDUIT TO PROP. SIGNAL POST l FROM FACE OF PROP. WALL)) y ; (6 EXTEND CONDUIT RUN < ; i j I IIT 3' �; 42 i ' W H PVC CONDUIT ABANDON CONDUIT ' 3 29 6 1=:y + � ,I ,, 4418 F'T MAJOR ITEMS REQUIRED ! r -- STA. 1 ; `! ' STA. 13+96.47, r--! - - 53.89 RT. i QUAN DESCRIPTION =-=-I :r. ' �' �;l �I �� c: PROP. 6X6 LOOP -I ' -o Rives -ci!;r n�'t (;; 'r PROP. 3"' PVC CONDUIT WITH i i {� DETECTOR'S TO D =1 4 PULL BOX (12 x12 ) r I� 20 LOOP DETECTORS - SEE DETECTOR TABLE ' i'to CONTROLLED DENSITY FILL �' II �" i ,; x !j j , �� f{ �,� ! i REPLACE EXIST. 0 ( ) k „ UNDER ROADWAY (TYP.) 5 DUAL CHANNEL LOOP DETECTOR AMPLIFIER LOOPS (TYP.) -� f I. CO 2 TRAFFIC SIGNAL POST FOUNDATION RESET ',! I 2 PULL BOX !� I `-° CONNECT TO > ;I I _u C, PROVIDE ALL MISCELLANEOUS EQUIPMENT AND MATERIAL NECESSARY EXIST. PULLBOX -� ll �I I! ; ,E � o TO PROVIDE A COMPLETE OPERATING TRAFFIC CONTROL SIGNAL ;;u x �I ! rU 17:20— �] 20 0 20 40 mmmmmmw SCALE IN FEET r SHEET TOTAL JUNE 5, 2006 NO. SHEETS 9 12 SALEM ROUTE 107/ TRADERS WAY 1 Ile DIA. DRILLED HOLE LOOP DETECTOR 'PAVEMENT MARKINGS AT EACH INTERSECTING DIRECTION OF TRAVEL SAWCUT OR LEAD-IN TYPICAL DETAILS ANGLE POINT SHEET 1 OF 1 • SAW CUT * 6' 10' TYP. TYP. SAW CUTS . � CONTAINING � � WIRE FOR ZCJ 1" OR LARGER SEGMENTS C C <L t— CONDUIT P 1~ w . Q i.- ¢ Z --� Z FLEXIBLE STEEL `O w ¢� = w = w1___j � w �- SEE SPECIAL PROV. m >Z cn M cn �_ DETECTOR NOTES to Z tis a, UWi ANGLES VARY cn o cn FILL WITH ASPHALT W _ 'n w SEE PLANS CURBING _ � J JOINT (M.3.05.0) 1. IN HANDHOLE, -SPLICE ALL SEGMENTS TO TYPE it-SHIELDED LOOP m D tm ICAL _ DETECTOR LEAD-IN CABLE. SEGMENTS SHALL BE SPLICED IN PARALLEL, IN SERIES, ^t' "N 112 xl2" POULL A COMBINATION OF PARALLEL & SERIES AS SHOWN ON THE PLAN SHEET FOR EACH A C'� �""'"�D C �' BOX SD2.1031 DETECTOR. NUMBER OF TURNS OF WIRE SHALL ALSO BE AS SHOWN ON THE PLAN S�iEET FOR EACH DETECTOR. SEE NOTE 12. 1 .CURH GRAN TE - - NUMBER AND 'SIZE OF I � . . ...................................................... . ' (TYPICAL) PULL BOX . CONDUIT SEE SPECIAL PROVISION SECTIONS AND LENGTH g _ OF DETECTION AREA VARIES ..LF B 2. SEE SPECIAL PROVISIONS FOR REQUIREMENTS OF DETECTOR AMPLIFIER J A SEE DETAIL ,SEE TRAFFIC CONTROL AND ( I , Hl5 SHCONSTRUCTION PLANS. TEET -4—,„.� , 3. LEAD IN WIRES SHALL BE TWISTED FAROM BE TYPE !I T P,USCE WITH SHIELDED CABLE FIVE TURNS PER FOOT. LEAD-IN SHALL (MB. I) MEDIAN /.SIDEWALK / PLANTING AREA TYPICAL SHOWN DIMENSIONS MAY VARY 'DETAIL PLAN VIEW E IF NOT SHOWN. SEE PLANS FOR 4 BEFORE STARTING ANY SPLICING, THE ELECTRICAL CONTRACTOR SHALL FURNISH DATA * OFFSETS FROM CURB TO LOOP AND EDGE OF LANE TO LOVP EQUAL VARIATIONS NOT TO SCALE SHEETS ON THE MATERIALS AND/OR METHODS TO BE USED IN ACCORDANCE WITH THE DEPARTMENTS STANDARD OPERATING PROCEDURES FOR APPROVAL OF SHOP DRAWINGS PLAN OF SEGMENTED DETECTOR DETAIL SEE SECTION 815.64, ESPECIALLY PARAGRAPH 1. -NOT TO SCALE TOP OF BINDER OR EXISTING PAVEMENT 5 THE METALLIC SHIELD WHICH SHALL ENCASE THE DETECTOR LEADS FROM A SPI]CE (TYPICALLY LOCATED IN A PULL BOX NEAR THE ROADWAY COMPONENT 9F T(E DETECTOR) ' TO THE CONTROL ER,AND THE DRAIN WIRE UNDER THE METALLIC SHIELD, SHALL THi NOT FILL WITH FILLER •� PAVEMENT JOINT BE GROUNDED TO THE EARTH GROUNDING BUSS IN THE CONTROLLER, AND THE T SHIELD AND DRAIN WIRE SHALL BE CAREFULLY INSULATED FR 1/2 RIGID PLASTIC CONDUIPAVEMENT JOINT COMPOUND SURFACE COURSE 1 1/2" OM THE TRANSFORMER • - 1/2" RIGID PLASTIC CONDUIT NEUTRAL OR FROM EARTH GROUND AT ALL POINTS ALONG ITS LENGTH. SPECIFICALLY. THIS INCLUDES CAREFUL INSULATION OF THE EXPOSED PORTION OF E LOOP WIRES, SHIELD AND THE DRAIN WIRE AT THE END AWAY FROM THE CONTROLLER WHERE IT IS APPROVED FLEXIBLE SEALER. SPLICED TO WIRES LEADING TO THE ROADWAY COMPONENT OF THE DETECTOR. THIS IS ' 1--1/2" MIN IMPORTANT TO AVOID A GROUND RETURN LOOP. , . FOAM STRIP, SEE: NOTE 7. • 14 AWG LOOP WIRES. THHN # 6. FILL ALL CONDUIT OPENINGS WITH DUCT SEAL. . —— — — —— VERTI CSL SECTION 3/8" STRANDED ENCASED IN PROTECTIVE PLASTIC TUBING TREATMENT AT PAVEMENT JOINTS (LM.S.A. SPEC. N0. 51-5). 7. AFTER SAW CUTS ARE COMPLETE, BLOW OUT WATER WITH OIL--FREE COMPRESSED NOT TO SCALE AIR UNTIL CUTS ARE CLEAN AND DRY. INSERT WIRE INTO CLEAN SLOT WITH A BLUNT, SECTION C--C & D•—D SMOOTH, ROUND EDGED TOOL OF WOOD OR PLASTIC SUCH AS A PAINT STIRRER. DO NOT USE A SCREWDRIVER, THEN INSERT FOAM PLASTIC HOLD DOWN STRIPS, SIMILAR TO ETHA LOOPS IN BINDER COURSE OR FOAM SB.STRIPS SHALL BE ABOUT 2w LONG. PLACED IN THE SLOT ABOUT EVERY 2 'FEET P EXISTING PAVEMENT TO 13E RESURFACED THEN POUR SEALER, TAKING CARE TO ELIMINATE BU139LES. TREATMENT AT - NOT TO SCALE PAVEMENT .JOINTS NOT T0. SCALE 8. THE COMBINED ROADWAY LOOP, TWISTED LEAD--IN WIRES, SPLICE AND SHIELDED LEAD-IN i - DINT IN CUK►TING EXISTING / PROPOSED CABLE SHALL HAVE A RESISTANCE TO GROUND OF AT LEAST 100 MEGOHMS. SEE PAVEMENT SURFASPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. ---C`5_ ' FlLL W11H APPROVED 9. FOR INSTALLATION OF SINGLE (LONE SEGMENT) SMALL WIRE LOOP DETECTOR.DETAIL 8 . GRANITE CURBING FLEXIBLE SEALER 1S THE SAME 2" MIN. (TYPICAL) FOAM STRIP, SEE NOTE' 7. Wx 12" -PULL BOX • - CONDUIT .. 10. CUT LOOPS IN BINDER .AND FILL WITH APPROVED FLEXIBLE SEALER. RANITE CURBING 14 AWG LOOP WIRES. THHN ..� 3/8 �.... STRANDED ENCASED IN WIRES IN SAW CUTS 0 PROTECTIVE PLASTIC TUBING 11. DETECTOR WIRE SHALL BE A DIFFERENT COLOR FOR EACH SEGMENT OF A ,.... � � .♦ l (LM.S.A. SPEC. NO. 51-•-5). DETECTOR GROUP. SEE DETAIL SPLICE :• ••• f SECTION C--C & D—D - SEE NOTE 12 -~'— - 12. SPLICING PATTERN P = SERIES/PARALLEL: SPDC= SEGMENTS 1 AND 3 OF AN FOR DETAIL LOOPS IN SURFACE COURSE INDIVIDUAL DETECTOR IN SERIES. SPLICE SEGMENTS 2 AND 4 IN SERIES. NOT TO SCALE SPLICE T!•IE RESULTANT TWO GROUPS IN PARALLEL SPLICE THE RESULTANT (FOR AREAS OUTSIDE LIMITS OF PAVEMENT WORK 0140) COMBINATION TO ONE LEAD-IN CABLE. CONNECT THIS CABLE TO AN OTHERWISE 3" CONDUIT UNUSED AMPLIFIER CHANNEL B TO ADDITIONAL LOOP TO CONTROL CABINET, PULL BOX IF ANY SPLICING PATTERN S a SERIES: SPLICE ALL SEGMENTS (TYPICALLY FOUR, SECTION ' A-�A SECTION ��--� BUT MAY BE LESS) OF AN INDIVIDUAL DETECTOR IN SERIES. SPLICE THE RESULTANT COMBINATION TO ONE LEAD-1N CABLE TO AN OTHERWISE UNUSED NOT TO StCALE AMPLIFIER CHANNEL. . REVISED 1/31/90 i NOT TO SCALE MAImAmMiHIGH IWAY MASSACHUSETTS HIGHWAY DEPARTMENT TRAFFIC OPERATIONS SECTION JUNE 9, 1999 r I iI I • Tj I + SHEET TOTAL SAWCUT CONTAINING JUNE 5, 2006 NO. SHEETS TYPE Q WIRE SEGMENTS WINDING DETAILS INSTALLATION DETAILS /— SEE NOTE 9 SALEM 10 12 30 mm DIA. DRILL HOLE ROUTE 107 TRADERS WAY AT EACH INTERSECTING SAWCUT OR LEAD-IN BICYCLE LOOP DETECTOR DETAILS LANE LINE 1 TURN 7.00 m TYP 3.00 m 7.00 m TYP S-L SHEET 1 OF 1 (2 LAYERS) SIGN R10-22 j' --- (TYP) '� 450 w 900 t__ _... z �.... � � � 60 DIRECTION �" w 64 FONT 'B' TO REQUEST NOTES: DIRECTION OF TRAVEL n 48 280 OF TRAVEL 2 TURNS X40 mm Loo w 64 FONT 'B' GREEN1. REFER TO VEHICLE LOOP DETECTOR DETAIL SHEET (2 LAYERS) � FOR ADDITIONAL NOTES AND CONSTRUCTION DETAILS. 1 0 80 —40 2. ALL DETAILS ARE GRAPHICAL WITH NO SCALE. PROP WHITE BICYCLE LEGEND 17AIT --20 64 FONT B 3. THE NUMBER, SIZE, LOCATION AND LENGTH OF 1 TURN LANE LINE PROP 50 mm WHITE LINES 48 '180 DETECTION AREA VARIES AND .SHALL BE DETERMINED (2 LAYERS) SHOULDER EDGE OF ROAD 20 mm LINE (TYP) -- 64 FONT 'B' 0 _ BY THE DESIGNER REFER TO TRAFFIC SIGNAL PLAN. START FINISH 108 `40 20 4. BICYCLE LOOPS SHALL BE CONNECTED TO SEPARATE LOOP DETECTOR AMPLIFIERS CAPABLE OF HIGHER TYPEQ DETECTOR- STAN ARD QUADRUPOLE — 20 LEVELS OF SENSITIVITY. TYPE Q - DETECTOR WITH STANDARD PAVEMENT MARKINGS AND SIGNINGSIGN BORDER: WHITE BACKGROUND 5. BICYCLE LOOPS SHALL BE INSTALLED IN THE BASE SIGN R10-22 R=38, TH=12, INS=9.5 BLACK LEGEND AND LINES COURSE OF EXISTING PAVEMENT. THE EXISTING PAVEMENT SHALL BE COLD PLANED TO THE BASE NOTE: ALL SIGN DIMENSIONS IN MILLIMETERS. COURSE AND SAWCUT FOR LOOP INSTALLATION. NOTE: SIGN RANEL NOT SHOWN TO SCALE 6. SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED LANE LINE FOR ALL BICYCLE DETECTORS TO INFORM CYCLISTS OF 1 TURN (4 LAYERS) 3/4L THE DETECTION AREA. 7. OFFSETS FROM LANE LINE EQUAL UNLESS OTHERWISE 2 TURNS (4 LAYERS) g r NOTED. SEE PLANS. 1/4 L o 8. TYPE Q DETECTORS SHALL BE WIRED IN A FIGURE 2 TURNS (4 LAYERS) m z EIGHT PATTERN .WITH A DOUBLE LAYER DESIGN DIRECTION DIRECTION 1/4 L 1 w ("2-4--2 WITH 2 TURNS IN THE PERIMETER SLOTS > OF TRAVEL J n AND 4 TINS IN THE CENTER SLOT AS SHOWN IN OF TRAVEL 2 TURNS (4 LAYERS) V) 1/4 L THE WINDING DETAIL. W do i 1/4 L 9. BICYCLES WILL BE DETECTED WITHIN 100 mm OF THE x INTERIOR LONGITUDINAL LOOP WIRES FOR TYPE Q AND w TOP OF PROPOSED D–Q DETECTORS.PAVEMENT 1 TURN (4 LAYERS) START 10. PROVIDE 3 TURNS FOR TYPE D-1 DETECTORS. EDGE OF ROAD SEE NOTE 7 (TYP) FINISH J SURFACE COURSE 11. INSTALL 2 LAYERS OF WIRE WOUND IN THE SAME SIGN R10-22 m 40 mm DIRECTION IN BOTH LAYERS FOR TYPE D--2 DETECTORS. TYPE D--Q► DETECTOR TYPE D--Q DETECTOR-DOUBLE QUADRUPOLE w APPROVED FLEXIBLE THE RESULT IS 4 TURNS IN EACH DIAGONAL. SAWCUT CONTAINING TYPE � SEALER 12. RIGHT JUSTIFIED LOOP DETECTORS SHALL BE D-Q WIRE SEGMENTS co CONSIDERED FOR THE FOLLOWING CONDITIONS: SEE NOTE 9 FOAM STRIP ao) BICYCLE STOPPING ON THE RIGHT SIDE OF A #14 AWG LOOP WIRES THRU TRAVEL LANE. LANE LINE THHN STRANDED ENCASED b) BICYCLE STOPPING ON THE RIGHT SIDE OF AN MOTOR VEHICLE LOOP DETECTOR IN PROTECTIVE PLASTIC TUBING EXCLUSIVE LEFT TURN LANE. � � (I.M.S.A. SPEC. N0. 51--5) 13. LEFT JUSTIFIED LOOP DETECTORS SHALL BE >G .5� r (VARIES SEE TABLE) CONSIDERED FOR THE FOLLOWING CONDITIOINS: 'Q w w v) BICYCLE STOPPING ON THE LEFT SIDE OF A s S SHARED DIRECTION z SECTION THRU LOOP DETECTOR b BICYCLE STOPPING LEFT/THRUJ JUST THE RIGHT OF THE CENTERI..INE WHEN TURNING LEFT ON A � w OF TRAVEL w TWO –LANE ROADWAY. DIRECTION ,,py s Q cn OF TRAVEL SAWCUT SLOT DEPTH GUIDE 14. RECTANGULAR LOOP DETECTORS SHALL BE CONSIDERED FOR BICYCLES STOPPING ON EITHER THE LEFT OR TURNS OF WIRE SLOT SIZE RIGHT IDE OF A TWO--LANE ROADWAY. THE MAXIMUM START DEPTH (mm) WIDTH (mm) BE 0.OFFSET FROM LANE LINE AND CURB LINE SHALL m. LANE LINE 1 30 10 15. PAVEMENT CARES OR TEST PITS MAY BE REQUIRED FINISH 0.25 m (MAX) TO DETERMINE THE DEPTH OF EXISTING PAVEMENT SHOULDER EDGE OF ROAD 2 35 10 AND CONFIRM THAT THE DETECTION OPTION CHOSEN SIGN R10-22AND CORRESPONDING WINDING PATTERN CAN BE SAWCUT CONTAINING 3 40 10 ACCOMMODATED. TYPE D-- 1 DETECTOR RIGHT JUSTIFIED ,SEE NOTE 12 TYPE D-1 WIRE SEGMENTS 4 45 10 16. THESE DETAILS APPLY TO BICYCLE LOOPS INSTALLED TYPE D- 1 AND D--2 DETECTORS 5 50 13 IN ROADWAYS. PUSH BUTTON ACTUATION SHALL BE CONSIDERED FOR RECREATIONAL BIKE PATHS. 6 50 13 (TYPE D1 SHOWN) SAWCUT CONTAINING TYPE D-2 WIRE SEGMENTS 17. THE MINIMUM DIMENSION FOR L SHALL BE 1.8 m 7 50 13 MIN. FOR DETECTORS TYPE D–Q, D-1 & D--2. FINAL LANE LINE DIMENSIONS SHALL BE DETERMINED BY THE L 0.25 m (MAX) 8 50 13 DESIGN ENGINEER. MOTOR VEHICLE LOOP DETECTOR (Vt4S SEE NOT 17) t- I ��1 z " 4Q- DIRECTION Muni > co DIRECTION ��-'� w OF TRAVEL �` �`�c�1 fn w OF TRAVEL to �ti Q _w N tK �- `� v NOTE: REVISED OCTOBER 5, 2004 . . . . . . . . . . . nNISHf START to m LANE LINE �.. SHOULDER EDGE OF ROAD) i WmmUm B W W W TYPE D- 2 DETECTOR LEFT JUSTIFIED (SEE NOTE 13) PROPOSED AREA OF DETECTION y = Y Y TYPE D--- 1 AND D--2DETECTORS A LARGER AREA OF DETECTION MAY BE REQUIRED BASED ON FIELD CONDITIONS AND SHALL BE SIGN R10-22 MASSACHUSETTS HIGHWAY DEPARTMENT � v w s TYPE D2 SHOWN G.t= ? ovct� { ) DETERMINED BY THE DESIGNER. TRAFFIC ENGINEERING REVISED OCTOBER 5, 2004 v I IT 17 oil a lo -- - —. _ II II SHEET TOTAL JUNE 5t 2006 NO. SHEETS 11 12 SALEM w ROUTE 107/ TRADERS WAY cn Q TRAFFIC MANAGEMENT DETAILS M/30-8 4 CONSTRUCTION SIGN SUMMARY01 4m _ SIZE OF SIGN TEXT DIMENSIONS (INCHES) NUMBER COLOR POSTSIZE N OF UNIT AREA IN IDENTIFICATION SIGNS NUAND MBER AIREA SQUARE `S NUMBER WIDTH HEIGHT TEXT LETTER VERTICAL ARROW ESTIMATED BACK- LEGEND BORDER REQUIRED (S.F.) FEET p ' HEIGHT SPACING RTE. MKR REQUIRED GROUND p 11'MIN �►� N SEE 2000 M.U.T.C.D. SEE 2000 M.U.T.C.D. 11'MIN ARROW FLASHER l AND 1990 AND 1990 r STANDARD DRAWINGS STANDARD DRAWINGS ® o _ PANEL 250 500 500 ; �� 1 200 1500 aLiMiT OF WORK --- - -. _.___.- �_ __.. _......... W4-1a 36" 36" "'" FURNISHED a a a e o r 2 WITH 9.0 18.0 � ©�� ®� � ® O `� SIGNS _ _ ..__.. rig o o O _. c� � m HIGHLAND AVE. (R=7F HIGHLAND AVE. ROUTE 107') 500' 500' 250' � ARROW FLASHER W4-2L 36" 36" 4 FURNISHED 00 200 ( ARROW FLASHER OPANEL <#> WITH 9.0 36.0 o ry _ 11 MIN 11 MIN SIGNS ® � p ® � -0 pi FURNISHED Z cfVn ' O NmNN W4-2R 36" 36" ' 4 WITH 9.0 36.0 _ O m SIGNS ARROW FLASHER O w N PANEL _ d-a FURNISHED �� ® �� ` �Q ROAD Q 4 W5-1 36" 36" < > NARROW$ 2 WITH 9.0 18.0 0 r- SIGNS cn O 0 O 0 O O W20-18 48" 48" � 2 FURNISHEDLo WITH 116.0 32.0 SIGNS ADV ANCED CONSTRUCTION SIGNING PLAN TYPICAL CLOSURE IN CENTER OF INTERSECTION W20-1C 48" 48" W 4 WITH FURNISHED 1is.o s4.o NOT TO SCALE NOT TO SCALE SIGNS " " ,�LAN FURNISHED W20-5L 48 48 CLOM4 WO FT SIGNS 116.0 64.0 SIGNS TYPICAL LANE CLOSURE W20-5R 48" 48" � 4 FURNISHED ,� WITH 16.0 64.0 a,� SIGNS ON DIVIDED HIGHWAY W20-8 36" 36" FURNISHED NOT TO SCALE ,u�,,, 4 WITH 19.0 36.0 SIGNS W30-8L 36" 36" < >BOME4 FURNISHED NTH l9.0 36.0 SIGNS LEGEND W30-8R 36" 36" °aumnFURNISHED POLICE OFFICER < >RIM 4 WITH '9.0 36.0 ® SIGNS REFLECTORIZED DRUM WITH FLASHER TYPE "A" STATE LAW 4 REFLECTORIZED DRUM WITH LIGHT TYPE "C" SPEEDING FINES FURNISHED u R2-10 36" 24" 4 WITH 6.0 24.0 o TYPE III PORTABLE BREAKAWAY BARRICADE DOUBLED SIGNS IN WORK ZONES ® ARROW FLASHER PANEL R3-7R 30" 30" Musr NRN RIGHT 2 FURNISHED WITH 61.25 12.5 O N SIGNS N 0 -! " " 4 :5 KAP FURNISHED R4-7A 24 30 ARROW FLASHER p WITH .0 20.0 PANEL ® � � SIGNS WORK AREA-,\ D 50250 500' aa -. _..._.._.. _.....__.. ................. ...... .... NOTES: G20-2A 48" 24" END FURNISHED ROAD WORK 4 WITH 18.0 32.0 1. THE TRAFFIC MANAGEMENT PLANS AND SPECIAL PROVISIONS PRESENT SUGGESTED CONSTRUCTION SIGNS250' STAGING WITH PERTINENT TRAFFIC CONTROLS. THE CONTRACTOR SHALL SUBMIT DETAILED STAGING TRAFFIC CONTROL PLANS FOR APPROVAL BY THE ENGINEER IN WRITING. 2. ALL DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE O ENGINEER. HOWEVER, MINIMUM DISTANCES, WHERE INDICATED, SHOULD BE MAINTAINED. 3. WARNING LIGHTS SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT AS NEEDED. N 4. MAXIMUM SPACING OF CHANNELIZATING DEVICES IS EQUAL, IN FEET, TO SPEED LIMIT (M.P.H.) (20' SPACING TYPICAL ON TAPER, 40' SPACING TYPICAL ON TANGENTS.) 5. CHANNELIZATION WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC DRUMS WITH STEADY BURN LIGHTS TYPE "C EXCEPT FOR THE FIRST THREE DRUMS, ATTACH FLASHER TYPE "A". 6. ALL SIGNS SHALL BE BLACK LEGEND ON A REFLECTIVE ORANGE BACKGROUND AND IN ACCORDANCE WITH MHD STANDARDS. ALL CONSTRUCTION SIGNS SHALL BE ATTACHED TO THEIR OWN INDEPENDENT SUPPORTS. 7. FLASHING WARNING LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS AS DIRECTED BY THE ENGINEER. FLAGS SHALL BE A MINUMUM OF 16"x16". 8. ADVISORY SPEED LIMITS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER PRIOR TO FABRICATION AND ERECTION. 9. AT THE END OF EACH CONSTRUCTION DAY, THE CONTRACTOR SHALL ENSURE THAT NECESSARY TYPICAL RIGHT LANE CLOSURE TRAFFIC CONTROL DEVICES ARE EFFECTIVELY PLACED TO PROVIDE SAFE PASSAGE OF VEHICLES AND PEDESTRIANS BETWEEN THE ZONES AND THE ADJOINING ROADWAYS. THE CONTRACTOR SHALL ENSURE THAT SAFE ACCESS/EGRESS OF SIDE STREETS AND ALL DRIVEWAYS ENTRANCES FAR SIDE OF INTERSECTION AND EXITS ABUTTING THAT WORK ZONE ARE MAINTAINED DURING NIGHT TIME AND ON WEEKENDS. 10. EXISTING OR ADVANCE WARNING SIGNS NO LONGER APPLICABLE, WHICH MIGHT CREATE CONFUSION NOT TO SCALE IN THE MINDS OF A VEHICLE OPERATOR, SHALL EITHER BE COVERED OR REMOVED AS SOON AS POSSIBLE. 11. TRAVEL LANES DURING CONSTRUCTION SHALL HAVE A CLEAR WIDTH OF 10 FT. MINIMUM. 12. THE ADVANCED CONSTRUCTION SIGNING PLAN SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF THE PROJECT. _ ____. _ - -- _- ., _ . ....,.. .'_. .E.......... _._.' , I i..- -i i ___. I I 1 -1 - -- -- ! i i I_ {.___ -i.__ SHEET TOTAL - - -- -- !-_ --- -—----- --�_._— ----!-- I ._ I I ! I ! _ .i- _._.. .- _.--- -- -- i--- ! '--- _4_________ - - ---- -- - -- - - I _. _ N0. SHEETS - _�__. ; ___ _ ___ __ _._..___. __ ! JUNE 5, 2006 --t----- ___. __._.._...__._ i _ ---- --- 1--- --- - - - -- -- ! 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I ! -.. ----- --'--- - - - . . _ _ .._ _._ ._. _ _ — --- -- _ _— _— _ —.— =-- _. i..._--...—__...— --- ._ !.__.._.I + i I ! i I i I -__-_ _-,--.__._ _._ 1 - ---._ __ ' ___... _ I- PROPOSED 6 PLR ED i f i I I i _._ __ _. _ __ -.-:-...--- - ___.___.___' _ .--- -- - - _..1..__..._ -- ._. ... _.. _. _ i i , ----- I I 1 i I'-- - -' ; --- - - - - 'f' - - - - - '- - - - - -- --) _ -- ---�_ _ __ -_._. I -_�_ ! ( 1 ;; ! I I I DRAIN P'I P 1 L - i + _.�_ ..{_.. f __ _ __ ___...__ L--.. _ - �� I I i ! I I i- -.- _ _- _..._ _ -- -.-_ __.. _ - ...._. ._ __.. _._ .___ _.._- .-_ _. _. ..._-_-]__. --. _ I I I- i I I � ! ' _ __-- —._ -- _ __ ___ __,__ __ ___—______ __1__ ___L_______ ._ __ ..-- ___ _ _ a I I � I i i _ t 1 1 S L 4 VER R ! �-- 1 I ! 1 ! I a- , - I L _, _ i__ __ _ i _ # -- - - -- -. I _ _ _ __. , , _ I i ! I I I I i I I I I ! I i ! I ; I 1 I I I I ! i I i I I i ! i i i I ! _.I _ I i t l 1 1 i 1 4 1 __ _- - - _ - .. - � _ _ . �_�1 � I i I � - --- -_ - — -- - -_ - .1 1. 11 :________, I 11 -- I � ! I � . . . - 1. � _ ______.__ _ ______ I r I... ............................................ . I I ................ .......... ...... ............ .......... L ........................ ..........er >....... ... un. ................ Roun....................... Proposed IEdste 0/0 Home Depot -71.R3........... SP 7R ... ........ .. ... ............................ .... ....... .................... .. ...................... -2 i3 r+ ...... ..................w LM M.... .......o n 0 I d (D.................. -tau I ur IV I ............ I............ . ........ . .......... ..... ..................... ...... ............I Description No. Date ..........Oro .................... ....... ..... Revisions Ar I7........... Do w. by DeOrwd by Chodad By Approved by ARM E5T b T VK VK 7W a E I srs tmaw I s............Lane ... ........ ................... ............. .......... ................. ................................. . ... ... . ...... ..... Rizzo AssociATEs, INc. ENGINEERS AND ENVIRONMENTAL SCIENTISTS 235 West CentrW Street, Natick. MA 01760 PLANNING BOARD Tel: (508) 651-3401 F=.- (508) 651-1189 SITE PLAN Propect Title FIRST ST/WHALERS LANE/TRADERS WAY HIGHLAND AVENUE (ROUTE 107)/TRADERS WAY/MARLBOROUGH ROAD Home Depot PROPOSED SIGNAL PHASE PROPOSED SIGNS PROPOSED SIGNAL PHASE Salem, MA k— RIGHT LANE LEFT LANE 110 TO POESTIM MUST FOR Sheet Title 1w ONLY TURN RIGHT LEFT TURN IN CROSSWAiX k,_ Traders Way EXCLUSINE PED'S PHASE(UPON ACTUATION ONLY) Traffic Improvements W1 1 A - 2 R3- 7R R3- 8a SP - 1 SP - 2 Schematic Plan EXCLUSIW PED'S PHASE (UPON ACTUATION ONLY) OPERATES UNDER STOP SIGN CONTR01- AP MOVEMENT Scale Appmx 1'=6a Sheet No. Job No. 5845.04 File Name: TPADERWAy.DWG ED 1 S C a.!., 2-25-99 f W i } SEWER SCHEDULE EXIST. RIM. ELEV. INVERT ELEVATION STRUCTURE TAP EXIST. 12" CLDI SMH 1 143.00 8w IN = 134.08 (SMH-2) IN STREET WITH 12" CLDI12"02"012"02"02" TEE AND D RESET TO GRADE 8 OUT = 133.98 (STREET) 12" GATE VALVE SMH 2 143.78 8" IN = 135.83 (SMH-3) RESET TO GRADE 8" OUT = 135.73 (SMH-2) ABANDON EXIST. 8" CLDI & REPLACE WITH 12 CLDI SMH 3 159.50 6" IN = 142.24 (SMH-4) (12- WIDE) � RESET TO GRADE 8" IN = 142.04 (TO BE PLUGGED) +• 4" IN = 155.00 (BUILDING) CONNCT TO ISTE TELEPHONE 8" OUT = 141.94 (SMH-2) do ELECTRIC MANHOLES SMH 4 159.40 6" IN = 153.50 (TO 6E PLUGGED) ��Y�' RESET TO GRADE 4" IN = 153.50 (BUILDING) �r ,/ WATER 8" OUT = 153.40 (SMH-3) C'3 •(, ,,.- s .-- METER PIT � � , 1 MAINTAIN EXIST. 4r22.5' BENDS GAS SERVICE. � ;0 ! I A EXIST. SMH _ (TO REMAIN) # L \ PROP. HYDRANT. JOWNi > . --''" ~="�"= '" / \' j '• '�`'':.'�.,, C j^ 6" GATE VALVE -- ' i i �' = `'' �' � `��.,,♦:,``�,, !,C REMOVEdc RELOCAT ELDSTtINE WALL ""f 1 �y Ii �` "P EXIST HYDRANT `' _ *_> --y AS REQUIRED ~`�-f D �� NOT FOR CONSTRUCTION 12" CLDI �` '/ � � .�1 ,� THESE PLANS WERE PREPARED FOR THE '" XIST, $" t �, \ PURPOSE OF OBTAINING STATE -- """� i WATER MAIN AND LOCAL APPROVALS AND ARE NOT INTENDED TO USED AS CONSTRUCTION DOCUMENTS. ' s• R MAINTAIN EXIST. '� ✓_._---'"' -3 8" CLDI WATER .�� \ ! W� PROP. 2"— ---'' r ' 1t;� �,F-,,, CLDI W TER t ```♦ 1111 I tj .✓ i it � t � r,,,,.... '"" �., i'ifi � i 1 ! 1 CLDI FIRE SERVICE CUT & CAP &,12" GATE VALVEi�.t tt it -E IST. CLDI t ` \R\EL OCA 2" OMESTIC 2x12x8" TEE ANWAR LINE & 2w GATE VALVE yy� \ �s tt� t �; ,� � ♦`., � 22.5 BEND l i i TRANSFORMERttZil } ; GENE ATOR REMOVE EXIST. . 7-A 1 ♦.` . ',".'..-'- H 1'1D��1`I T � ''e;1�j � � � � ,,+�'�` {{ t , Q YY't . t•, \ i 22' BEND li'•1�. s i t e AFIRE /� il� `t ii j' ! � i \♦ y\[\lt t i t i • a i 5•^.w a•^" y I�LLBOX i i t i i REMOVE EXISTING HYDRANT ; CTE -- t iti• i`; \ ,� \ ____-/ ' t t i 1 I 1 I t i ID 12"x1 "RC1 " E f t i n w n 1 1 L t ...•.".'• t !.� � t t tt 1 1 1 1 x T -.�� t --- s• t t t, t i r /" � 2 x 2 2 EE do UC i t f i i NEW G4S VICE TO GAS METER ON J �``�---... � i � ' W:�v .�---''' ABANDON EXIST. °t CONNEQT EXIST. GAS t •�i• �� ,,,, --' 1 'ti J CONC.i PAD _ Q / --''"" 8" CLDI WATER do MAIN (B;YGAS CO.) t } PROTESTED REPLACE W/12 CLDI i t BY BOARDS --- �` l itit i 1 L`y1 �► t ti �~ I i ; i 'tiiZ \ t, t 12 4" YU C�I�IDUIT iii t \FO `�TE�EPHONE- f i i t i 1 j t t iii { � f i � i t s � ~♦` ' � � i1 � '+� 1 � i �t � �i1 � tl , t t r t 1 i ; i .s .P \♦ tt i :ti J f + iyi :i�:: 1 2/25/99 ENTIRE UTILITY LAYOUT i &CTRI I `♦, tt � � j t ii�: a P = Description TEE 1 , t't\; No. Dote «ro DU TB' KS 1 1 �''�' ' ME lans HUMHO Ink S Id M Id A RIM a, C' VVao ODE M irs ... S ,011 ee .. December /'.2, D '7^70' el el T r a d ,to ay M Mdssachusetts Owner / Applicant: Owner / Applicant: P� HDSalem - GPLLC Home Depot, USA, Inc. 50 Congress Street, Suite 842 3096 Hamilton Boulevard Boston, Massachusetts 02109 ..� South Plainfield, NJ 07080 GREEN LEDGE STREET Engineer / Surveyor: Rizzo Associates, Inc. 0cti 235 West Central Street DI PIETRO � AVENUE Natick, Massachusetts 01760 r NOFFocoe us Cl- OF y Architect: Greenberg Farrow Architecture .......... LOCUS MAP � w n Post Office Plaza SCALE: 1 "-300 Q J 50 Division Street / Suite 300 Somerville, New Jersey 08876 LEGEND EXISTING PROPOSED ABBREVIATIONS: nex 100 CONTOUR W/ELEVATION 1O0 FES FLARED END SECTION X 100.74SPOT GRADE X 100.74 �I6�I � � �� CURBING �- CPP CORRUGATED PLASTIC PIPE NO • Drawiong DRAIN LINE W/MANHOLE RCP REINFORCED CONCRETE PIPE � a SEWER LINE W/MANHOLE —S-��-- INV. INVERT � GAS LINE —G DIP DUCTILE IRON PIPE C I basting Conditions and Demolition Plan -----�,r�t WATER MAIN 'JJ - CB CATCH BASIN C-2 Layout, Materials, Sigiiing & Pavement Marld Plan —E/T— ELECTRIC & TELEPHONE CONDUIT DMH DRAINAGE MANHOLE C-3 Grading & DrainagePlan C� ELECTRIC MANHOLE OO SMH SANITARY MANHOLE (7- TELEPHONE MANHOLE FF FINISHED FLOOR ��' CB C-4 � Plan CATCH BASIN❑g fl CATCH BASIN ��B BIT CONC BITUMINOUS CONCRETE C-5 Sedimentation and Erasion Control Plan � �yD FIRE HYDRANT HYDE CONC. C CONCRETE / Landscape Plan X� LIGHT POLE � CPD CONCRETE PAD C-6 C-7 D�IIS SS UTILITY POLE GC GRANITE CURB BB BITUMINOUS BERM TRANSFROMER PAD ❑ SBDH STONE BOUND W/DRILL HOLE C-8 Details SILT BARRIER (9) Up UTILITY POLE PLANNING BOARD C-9 Dils EROSION CONTROL �o fd FOUND PROPERTY LINE APPROVED C 10 Site Lighting Plan — EASEMENT LINE SITE PLAN! A 190 Main Floor Plan BUILDING SETBACK - STONE A 20 Preliminary Elevationsp � PARKING COUNT 10 OWG WATER GATE ---�r- o GG GAS GATE X-" CHAIN LINK FENCE X X X X- s SIGN i GUARD RAIL -e e e EXISTING UTILITY TO BE ABANDONED OR REMOVED SRd VA\/Min STONE WALL HELD }' REBAR(fd) FOR PROPERTY LINE � , ,5 .-�'' ' AS SHOWN ON LCC 11802 4 X50° 2.90� .... ...... 0.9 7' . . s Salem Realty Trust AC1GN ::. .. •.. s> Ln Cert. Na. 62124 15s sO dERVILLE R E B AR(fd} :: ,,g, 02. LCC 11802 LUMBER' 23 H .. :0,(}4 : , 5 5co " UJI WAY" 50 0 1E 12 WIDE) Highlander Plaza Realty Trust "''�' ;s• {�� •" ' , to ( E) 1.s�.az :s 13 ss � PROPERTY LINE AS Cert. No. 11672 134 x W. ` t t _ SHOWN ON PLAN LCC 11802 51BOH(td) ="-f>13 36 N/F 'HELD ,�,7` PK TIL '3 :' � 4 0.29 RECORDED IN PLAN n Green Ledge Realty Trust z .�_, 0 Cert. No. 62155 M -14 rte : s, s 3s R:�s. r T85 BOOK 261 PLAN 1 -� / ,. . SIGN #' r ✓ LCC 11802 ,3: t5 JCS "SOMER � ;.,� \- DETAIL CONC, PAD 7? j r t DRILL OLE WJit€X?D POST _ �" f n :• r =~-- TBS , "•r3TER =°� � ,:��. � •37 2:,f; ,.,-"- 1"2 x �{ M_••_.R P11 N 0 T TO SCALE G1 135 2,14 » f POINT OF ' t r�lv I A=17.45'27' -z . ,,:n �©00:•1,ea x ��' s� ; tae BEGINNING p�10 ! t rl. e 157 PARCEL 2. ?j 't' i R_480.00 . 143. ��'41 f �� , \ r x 2=s aE "L-110 22' rd �,/� C cZP1� �A2 L=148.76 0 N V SG� 1"" - C `•E'.. i x 143•�r ° 2 WS ` ;' ■ 2aZ. � J � " f f, N W N CH,=N34'S2'43"E , :s3r • <�\�� >< ,� .- : ��ti s�-a ?� \ � F VARIABLE WIDTH UTILITY EASEMENT Solvtore & Ann E. Spinole N/F - .55 ;t Lp •p CD 3:_t• � \ PLAN BOOK 263 PLAN 17 Cert. No. 38211 Fronk A. Bisegno N59�7 r r r~ 1 1 iD t,w w 148'17 SMH • :4t.e $ P' \. i EASEMENT TO MASSACHUSETTS ELECTRIC CO. LCC 11802 Cert. No. 53991 \\\ 0 ,rte, ✓r "` l f �= " " 1 -^"»�� RECORDED IN DEED BOOK 10456 PAGE 425 1 o jA2.9 I c . :«' ..s1isl t I� ' LCC 11802 •2 E .� �� I ^ co n cn °} i !al s' i 4 /� /./,, " ~ � ,tul��. ; a.1's39. a.c"a's „ It ; E % 1C1" POST'S(TYP.) 132.45 DRILL HOLE (CeC0 µ r f r `i / 5 �`��'�` `i`\ ' N 0 �W FOUND �Q ` » ~ ! f t 6 24. 4 Oro �' i i l ` 131.66 143 X12 f �tC sy. 44.4 , t• � / \�\\� xx t °>. 62p ; l; 1 `� S6, N✓, .� ! 2w ' "il '2 l `° sv: i�58" r C&C ,t�• VES 1 t�: j./1 - .:4 �n-� t- s•-' A ,i; ' �, ,,>\` 1 \. :t t 48 , /-'�» ?j2 \ ✓"" �REMO » f S'//"✓'` � - , '^C\`�,, }as. �a \!V6• 1 a 1 •�• f f . , r t ✓ ✓ F .<r if r•%%%'' `\ N/F 2'2'► E -� BIT. CONC. Solvtore & Ann E. inole � v / BERM '_ .-�. „✓ _D •��;`` �• � ' \ t s ■ ~ t Cert. No. 38211Q �� " / N5 v v 1 (REMOVE) "? ~ I ' " oy.. .., / .�, R r'1 � 'r > 23e.;4 LCC 11802 '"2 co �' ` S REEL �. a r\ r• o ..-, ,� r r\ •57 E % Y;rr r��.= 'r~. NOT \ t{ ,L GATE r' '" r 6 C ,a _ \ 4 '~= i .--- o ~� ; / 600 j ~ r ,� .., 3' 'W \,so: S ° t.` � 11 ~ ~w .-f' TANGENT ; \�'�\ E` 1/ _4 ~.I...._._�� ..:.»-r 9 " \ 149.63 -7 r x »�0? _ " "�--~ »• Q 0'D4\. fJ/ � »».••^��'rr'�' f J ..-•,•',rr•"»�•- •.1v•� fG'1 E r r1Cj REMOVE--EXISTING f • \�' } 1 r t r = ~" e -�� .. . -n1\ -r : . GUARD AIL. FENCING DN-1 AND SI --Ff t \ \ \ DRILL HOLE } /.;r �} t i _ S ~ =" Y 3 i AS IRED , [•�{��+•� t,� WALL t _.'l,\ , \ () P.A. `'` 1 \ ' ♦,� TBS FIELDSTONE G1Fi.L �t` y : ; f O. ��2 } f� `j^ cl,•.••»"'•"-""",... +��,r •..- #"`&\ AIL C \ \ f •) '\ ,:`,\. ,., L rC. \ I ; 9�(� 1 ✓r' �,' ,� 1 ~ " ~" » »» } i \ ~ i\ �'- \ �' NOT FOR CONSTRUCTION :>„�:t PURPOSE OF OBTAINING STATE •r,,,.~~,,...• ,,,.•• . � � ,``. \ \ = t =.'3 THESE PLANS WERE PREPARED FOR THE ' } 1-✓ / O i i ''~r i } �\ s 'D t <.st.R �,_; ` �\ \. 3` AND LOCAL APPROVALS AND ARE NOT ' { PAVED �• _.• r- , �,.. \ � INTENDED TO BE USED AS CONSTRUCTION " »" } �; FLAG \ ,, \\ ��-/ DOCUMENTS. 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'✓� t,3,r2 i l •Z "- "..__ j / .�$.c\9 \ 12.2, f 7E�Y4•_ n�ESt 1 89 _ ._...-_ . r-e \ \.\ \. „„-• „rte,..,._"..•.-_. ..'.::»•'••'�• •�L, -::=Y-=r.~.,::;;:r:...^'.',_...-_--.-...."_.......-.................. ✓';r'.-'"'.•-�}A^� »�».. .__.-- - '.- �..:..�.-•» ..,...,„„ ..._..••-. / \•,-..... .x.,",,,.. r ' \ '} �� t \ \ - -.»"• _ �G - "y" 1FS.Es2 `:1�. E .3.f _.. /. ��-�-- r'�- ✓' I SBDH(fd) \ --- --- __ -_------ .""»;dr ~ --- T:� _ _ ry r .r \P 01 T OF '�` � \ \ 'iii ```. '/`'// ,,l"'.» •^^-».."...-•---"."='...�'--•».";,- ..-^^"".r-- ...»•,•w-- " .-.r ,r'•"' �y'::.� •� ._•+-..•,M .,...••»• .. ..,. ~� ,, �, '..'...•-...�....-.-•-"'..r•"''- �' l ♦~� \ "� \ \ J... \>.� '"` ` ._.... »'rf•'r•rt.!•„'~».r•r••"•~ '. -r»"'~ -'. "•».r"»ter.......»^'^•••,...,...-- •-.✓-r:::%�''».:.'w •,,,.�'' ... ,- •..- "'•"'. �� "t• Y » f -- ," _.._ �'~' »~•- ".__ .._ __ .. " ,r »- ____ __.w� -• - - B E. INNING '�„ .. . •'�'_-�-~r_ ..'.._"• .::�._.-•===�'^.._...�-- _..-~- ��_� =-w-._ ' .»._•- -• ,»»••-~. _ ._.»---•^- � PARCEL 1 \� \ \ _-- _ ____ . �" »»_..... 181.65' DE � EU O 1 l-... \ � __ _ \\, , �`,\'.:- \`\� 2� ter,~ -'�__ -'„-'r r -" --- - _____ _ _ ... » ---~ ~- f ff 6' DIA. £CUTLET L - 50 WI ) 9 e 1 ( ._.._ _;,..�Y� \.,..\, �`.,``;`--`'� _ .' ,c,. -...»-.'-' -r,r- -,,,r r f•",,,,rrrr " _... -,».~.- r,•„r..« i �- S7316 57sUCTi1RE (SEE DETAIL) (PUB IC 44 PG. 21 \ - 2 ' 3 ` \\� �`�. -- ;_ =»........tip ;,�_ _• ✓ .- _ »»"_____- �_._ _-. ,_ .r». ~ BK 7 S \, I �\ \ ;, __ - _ - _ -- ~.✓_-" -�= _-»-��". r- �r -- _ RECORDED IN ** PLANNI0. N Project Title 2 t ` �, ,. \�`,:, yz:,` ,----�-: _ __ �- ~�- :. :M _�...�... __" _-_�~'» r , rr " r "",,-✓ ' 81T. CONC. L-20.00 EASE EN 29 LAN 3 �� f # -._., ��\\ - - w.= - w ,�~ . , . FIRST * T N BOOK 1 P 9 * f f __ _ _- i 57 �" R;ESAR(fd) o=1s 00 00 PLA 88 PLAN 38 APPROVED Home Depot Y-=_ �--_ __" =----__ -�� _. __.�.... _ .� __-------� � 55a / *PLAN BOOK 1 ..�- •-_._ � -R , 500.00'soo.00' P A=29'15'00" Salem, MA / AIT - � L=130.90 �sR=550.00'f SITE PLAN � O � i €, \. ; :,� .,, � �___-• � >< _ \ SPlan Book D1291Plan No. 39 I `� ;l - �� r-�f ,.,..r 58DH(tE ) L=280.78 r�r ✓" ( 'r" *HELD* Plan Book 188 Plan No. 38 CjDt 1 i1j i ti �:;If j' :� � � i i „�,,,..y"•'.-.""""••~'": � SB131�(fd) �f *I?I5TL'RBEI3* PIPE -.-r O WG Sheet Title CI tt -~ /BO L3 LS,// % i 1 s \ HUB & TACK W . . . . ,t= h,»r- fi��• r ' t , S NOTES: "C" Existing Conditions 2:, 30 - » - -�✓ ' ✓'' i i i--� W THE ENTIRE PROJECT IS DESIGNATED AS ZONEg (AREA OF MINIMAL FLOODING) AS SHOWN ON F.E.M.A. FLOOD and 53DI } ! INSURANCE RATE MAP FOR COMMUNITY PANEL NO. 250102 � C� ; t e r -»» -'" ;f f �j 0005 B, MAP REVISED AUGUST 5, 1985. Demolition - " ►-� Plan { ©=2"° ° NOTES/REFERENCE MAPS: " f c.0' '", P'D 1) EXISTING TOPO TAKEN FROM SITE PLAN OF LAND HIGHLANDER PLAZA SHEET 1 OF 4, stole: 1'=40' fELEIw' st�x BY THE FAFARD COMPANY. ASHLAND, MA, DATED 6/9/89, SCALE 1"=40'.2) EXISTING CONDITIONS TAKEN FROM "ALTA ASCM LAND TITLE SURVEY Sheet No. Job No.: 5845.01 r@0. 1 1 50 TRADERS WAY, SALEM, MA-, BY B.E.OM., BRIDGEWATER, MA, DATED 7/27/98, SCALE 1'=50'. File Nome: 3 DATUM IS THE CITY OF SALEM. 5845c�dyg 4 CIRCLED NUMBERS REPRESENT LOT NUMBERS TAKEN FROM CITY OF SALEM ASSESSOR MAPS 7 & 8. Date: 12/22/98 n 2 .r SITE DATA BUILDING AREA 118,072 SF. GARDEN CENTER AREA 16,200 SF. SITE AREA 16.311 AC. PARKING COUNT TRAFFIC SIGN SUMMARY HANDICAP SPACES 13 STANDARD SPACES 591 IDENTIFICATION SIZE �� NUMBER TEXT OF TOTAL PARKING 604 NUMBER WIDTH HEIGHT SIGNS ZONING DISTRICT: P.U.D. _ 30' 2 D Rt � 30 STOP LOT WIDTH: 530 FEET NOTE: PROPOSED LANE WIDTH AT LOT AREA: 710,507 SQ.FT. TANGENT ARE 21'. 14'. AND 14'. LOT COVERAGE 134,600 SQ.FT. (19%) S2 18" 12" 1 (BY BUILDING): BUILDING SETBACKS: FRONT: 165 FEET A EXISTING GRADE/PAVEMENT w3-1A 36" SIDE YARD: 84 FEET »WAY" REAR: 92 FEET 4" L W DOUBLE, SOLID RKINGS BUILDING HEIGHT: 1 STORY/35' (12' wIDE) P VEM 4" YSINGLE. SOLID R3-70S 30" 30` 41 r 2 EL PAVEME T ARKINGS (TYP.) MAINTAIN EXISTING CURBLIINE PPLO S N Rt-4-1 24" 18" � 3 f✓� LANIDSCAPE AREA MAINTAIN ACCESS TO Rt-1 M5-1 2t" 15" ® 1 PROPERTY AT ALL TIMES / IrO J , w w Vol R3-7D ROPOSED GRANITE CUR M6-1 2115 a 1 r•0�� 14-1 R=24'♦ Ms-1 ♦ RETAINING N CL SOW R14- R=60' M6-3 15" 21" a 1 M6-3 TRA N FROM GRANITE CURB NCRE ECU B � R=100 R1- R=2�0' � SEGMENTED � -' RETAINING sop ✓• " •�. W3-1A , Q: .. R=30 NOT FOR CONSTRUCTION R=6' THESE PLANS WERE PREPED �' •� PURPOSE OF OBTAINING STATE FOR THE ' TRANSITION CWR6 • • •�, ' ♦ AND LOCAL APPROVALS AND ARE NOT 335 CONTRACTOR SPACES o R= ♦ INTENDED TO BE USED AS CONSTRUCTION R=30' ApE AREA -':'� 10'x19 TYP.) 19 (T R=29' Sys DOCUMENTS. =30' � GUARD RAIL (TYP.) ' R=6' 'A 1rjV IL I ••< �` -•::•.: • ;. i:F;: PPINTED PAVEMENT MARKINGS x (TYP) 1 �p 45' X 100' CEMENT " :;•:.{: >� CONCRETE PAD •, ..; :s 'A :.•r.• , a.,. . FOR LUMBER DOOR 55' X 81' CEMIENT VAN SPAC CONCRETE PAS R-7 1 ' x 35' TOOL RENTAL •^. 1 •r, >' STORAGE AREA W/CHAIN LOT #16%3 3, X 1Z..". •,.M.: LINK FENCE K MAP# 78c8 31 X ` .;;•f� �rt'•i�.`."'.•'......: ;;?.`•S. '. Q A 1 ECAST CEMENT 1� , :•:.;: GENERATOR PAD & :•;::' ;;J LANDSCAPE TERMINAL NCREE CURB (TYP.) "•. CHAIN LINK FENCE ISLAND (TYP) =Q PROPOSED .'. '- =6. TRANSFORMER PAD ONE STORY °'•.•�. _?o- ra X HOME DEPOT BUILDING :~� 1 '�•: ��•.�• BITUMINOUS 3, 15 135 EMPLOYEE PARKING �' '� .�. �' -••��_:.• �•:� CONCRETE PAVING STAIRCASE car, :• .:in 3 BASE BUILDING: 116,675 SF. "•: '':v. x • VESTIBULES: 1,397 SF. STANDARD HANDICAP 6 6 HIGH CHAIN 7 F r PARKING SI N LINK FENCE TOTAL: 8,0 2 S . =6'' ' ��:• xl 11 1 x .. 15 -A :.;t• •;+. �c 1 2/26/99 Vestibule/lumber canopy/ret. wall / cont. pad at rear of bldg ` `:: : • STANDARD HANDICAP X No. Dote Description PARKING SPACE 38 \ =6• � � Recisions x R=3' X .: ''.':•.': 32 29 30 \ (TYP) Drawn+ By Did By Chedcod BY Approved By + PROPOSED SATELLITE - a 'A DISH '= 1 •• i ,��" 1 6ME5 5M13 TRASH COMPACTOR A S O N A L ARE a LANDSCAPE Zgp' :.: :. :. 1 11 63 + + \+ AREA y: ,f`• • :`' w • ' ' ,.•: ~.• : _ '• `:•. ; NI o + + — - - { SNIPE :�••`s :� + + + + + '+ + CIVIL N :,.. ti, 36 :. =; SNOW REMOVAL AREA Q ' , • ►Std 44 . GARDEN CENTER + + + + + 9F v� GE1ut 'CONCISE' • LIADI�fG1vT;�4t3EA 16,200 SF r - LANDSCAPE AREA + '"„ 7.700 SF, t GAOD N-CENTER6 - _<.'. o_ w r HEAVY DUTY PAVING 1 r' LOADING AREA TRANSITION CURB 4 CAST IN PLACE O a. :'. MONOLITHIC SIDEWALK/CURB ,.. ,.• ,. •' • '- TRANSITION CURB RIZZO ASSOCIATES, INC. 1 / ENGINEERS AND ENVIRONMENTAL SCIENTISTS 235 West Cent•nat Street, Natick, MA 01760 4.5' CONCRETE SIDEWALK � CONCRETE � Tel: (503) 651-3401 Fax: (508) 651-1189 fq m t, RAMP cr+. 24' HIGH GREEN, VINYL-COATED CA 0OQ :i V, i PRECAST CEMENT CHAIN LINK FENCE � 1 CONCRETE CURB / 19 ' CAST IN PLACE SOW RETAINING WALL Protect Title ^i *G " Home Depot PLANNING B0�4RD P •� — �— • WIDE S Salem, MA d ♦ (PUBLIC - 50 • 7448 PG. 219 APPROVED -' EASEMENT RECORDED IN B 2 i FIRST ** ** LAN BOOK 129 PLAN 39** SITE PLAN *,:p�N BOOK 188 PLAN 38 r) >r O Sheet Title Layout, Materials, d CO Signing, and Pavement CK R4 +I Markings W Plan 51 f �- 15845.01 ' CD Job No. Sheet No. [� File Nome: 5845dMi.dn U 12gte* 17122/98 i STRUCTURE SCHEDULE STRUCTURE RIM ELEV. INVERT ELEVATIONS DMH-A 156.50 INV.I-153.38 (RL-1) INV.I=150.78 (CB-0) STRUCTURE SCHEDULE INV.I=151.18 (CB-H) STRUCTURE RIM ELEV. INVERT ELEVATIONS INV.0-150.68 (DMH-3A) f CB-A 157.60 INV0=153.60 DMH-3A 158.28 INV.I-154.28 (DMH-A) CB-B 154,40 INV0-150.40 INVJ-149.35 (TRENCH DRAIN) CB-C 154.90 INV,0-150.90 INV0-147.21 (DMH-3 CB-D 154,10 INV0=150.10 DMH-3 159,50 INVI=154.76 (RL-2) CB-5 156.04 INV0=151.54 INVJ-146.31 (DMH-3A) CB-6 155.81 INV0=152.06 INVI-154,80 (CB-1) i CB-E 143.75 INV.0=139.75 INV,0=146.59 (OMH-4) CB-F 142,60 INV0=138.60 DMH-4 159.15 INV1=144.81 (DMH-3) CB-I 158.90 INV0-154,90 INVI-151.98 (CB-K) CB-H 156.00 INV0-152.00 (DMH-A) INV0-144.27 (DMH-5) CB-G 155.00 INV1=151,00 (DMH-9) DMH-5 158.92 INVI-143.44 (DMH-4) RLI INV0=155.50 INV0-143.43 (DMH-6) 1:. RI-2 INV0=155.50 DMH-6 158.85 INVI-140.55 (DMH-5) 4�. 1 CB-J 159.55 INVO-155.30 (CB-K) INV1=152.00 (CB-A) "WAY$9 4c, f .19 CB-K 159.55 INVIN-153.65 (CB-J) INV0=140.55 (DMH-7) .' x 1.T,9.5: (12WIDE) Q } gg INV.0=153.58 (DMH-4) DMH-7 149.76 INV.1=136,77 (DMH-6) t 33.37. SBDH(#d) x 39.4 139.35 '-15» CPP TRENCH DRAIN 155.91 INV0=151.91 INV.1=140.57 (DMH-8) X s.2s HELD PK NAI = •02 CB-M 143.30 INV0-139.50 INV0-133.20 (DMH-7A) CB- , TBSIla 77 X 13$.74` 33:4 t3f+ t3. 45 CB-N 138.79 INVO-134.80 DMH-8 158.78 INVI-150.54 (CB-5) MH-1'4 ` .6a CB-0 157.60 INV.0=153.60 INV1=149.94 (CB-6) 138.27 • ' '%•76 CB-P 156.80 INVO-152.80 (DMH-12) (DMH-9) t "62 1• 7" INVI=146.14 ■ 14 .fE ' x }3;.�5 CB-0 157.70 INV.0=153.70 (DMH-A) INV0=140.04 (DMH-7) : �> ;t3 '• ` 137.8 :.: t3?.37 lt.. lj1 DMH-9 156.80 INVI-148.38 (CB-D) 4' 8YK x 142.4. if 141.8 x�Q• r� ' ri x tx ! 1n4vt.eja7 c� 4193 1 3€.54 xf 3%t�33 INVI-147.66 (DMH- 10) 143,49 13527 INV1=150.07 (CB-G) .k CPP S=0.02 x 142.-: ` INVI=152.12 (EXIST. CB) . » x 142.^ x =43. x t49ti*f J 10'-15* CPP 143.44 INVO-147.56 (DMH-8) 159 90 tw II 9.70 158.80 tw) S 0.02 x 143.5& 14.3.41 " -43'`2 7 3.5s 1490 �bw� y46.68 ftw)bw) 144,80 �bw) / 157.64 tw x 143. _ #�1 �, x ,.tc-, r DMH-10 156.88 INV.I-149.58 (CB-C) f I 1 144.71 (bw) T4its3 28 \ } V1=148.61 (DMH-12) . •� / / 156.70 tw) 44... <.43.� '' 1 J I 145. � IN bw 44.8$ , e; _ X45 et j INVI=151.50 (CB-O) 4.68 1.4„ INV.0-148,51 (DMH-9) r ,,.� s�'��p�.0 � :-,4.74 x `•, �//, �,. '`Z� t � � �,. 1 1 .�-�' s 4 45.21r 0'31 an DMH-11 159.50 INV.1-153.60 (RL-2) t, � % • .e5 x t •, � � \\ x t49.20 = � r ` �,r t44.5 Ct M ��T •f�� `\\\\\;� �> x }4" i f INVI=153.60 (RL-2) ? x 143.66 a S ;:i r,.• {l ` x 14 .. 5• ''�� f f � INV0-153.50 (DMH-10) r l 1s i -N, s'�;y ! <t $� x 6, rr^• „ �• x tx.?4 DMH-12 156.10 INV.1=149.63 (CB-B) / ! f f r--''" � - r ;4a,e4 • �' a,,� �� INVI=152.50 (CB-P) INV,0=149.53 (DMH-10) � 1 `•, . ' -'= •..--•r � 8'-15 P 1 �,-.,. ~`'• 4s�,'y '`�•, '�\�;v� � DMH- INV.I=139.55 (CB-E) 15 14316 t , ` xtB.Lti° .~ 'r 8 6 \ S=0.0 :s5. 1155.96 f bw �` •,` \``? � INVI=,38.00 (c6-F) NOT FOR CON i • .`. _ STRUCTI ON 4 INVI 136.75 DMH 16 THESE PLANS WERE PREPARED FOR THE „ =r"'• ~ CB-D\-,, ' 1 ( ) ,� s!�.t1 r -- -• • '"- :- - ` '� - x 15,•n. ��, ' PURPOSE OF OBTAINING STATE 158.40 tw) �.,�'�. ,� .t*�, �•� ,�� INV0=136,65 (DMH-14) AND LOCAL APPROVALS AND ARE NOT EL1}STONE WALL t .....,----'...--,-• .r--- ....,.•- � 144. ) � /' ' i , 8 ---""^ "�~ NAIL bw r001p �� X'•'>a, : f 9� DMH-16 143.28 INVI=139.34 CB-M INTENDED TO BE USED AS CONSTRUCTION BDH1 �� t.'. .y 7S • aJ h 4, ' DOCUMENTS. / � � i 1•_,,,...- rr•,,,,._ ~---~""r~ � '• ,�� O• '` ` ,•� • � MH-14 139.31 INVI-134.81 (CB-N) } • 1Ks.64 rte.~.-'"', r'""" , �0 .:. `�� h CB-B 76xr�CA "iFr! 160.10 INV.I=155.34 (10' SD) t f _ r'~ "'¢�;::: � !� �f•' 's INV.1=155.34 (10» SO) x 159. f t.. CB-P 1 ..s5 �,. i� : x E 33.2801, ROOF LEADER ;< :'.;< •-r•},.i :•r � � / '"� LEADER TYP) ....;'( ct�ss':`.`' to to a4': `�at?o �!1'' S'oo \\'t,,,• �\�\ INV.0=155.24 (DMH 11) r% ` ROOF LEADER TY� ~" IR `r• 'j; do CLEANVOUT r """w x 7.t RETO ; GRADE t x 1:37.7•• •Yt f. �( gg "1\ \\S ��ff" #j } , - _ .' ..•*,�'. t .~••••"~� �`,� C G P''`l i l: t i �:'•':''• :'+ti '.: I ., f ! \ s % it.ttit M l } t t i i i ":-`° .o�..`.s , +;�.;..1" ...r. 'p ,�.• 0 Os 0 1 is,�t` a' t i i ` f `, �1//�� l:rt:,x. tt I } iti � , � i :':._^•r;.,t, ..,5, , is C� ~•., �.r X t,i t.i ti,i ; � �� t ° ! 1 t RL-2 z .,�.,, •,�- Q c; x 1?\ i �tu + 1 i •, „,�•; _ti; ; <•. .t' ��iili,; i i. � �* 59.30 ,h •.^' ` Itttt t ';t,1 1 (�1 t i}t iliji(t i i 1 t;i '�tt ,i t1 t ti i j"'u`':>'` +?;: r. ; :,' ,t i t�t `�`` 3:5c: rr.•'~'-~~r~ter _ -- "---~'~.-•.. 1 t}.�'•Y-'.,�.":, M x 157.65ir,�iitii DMH 17 i DMH i t 9.50 D , t • A• err,~..,,,,. t . . ..• .... �. % `,t i� 4 �y t t ii ! � i ~ i ~• ( i �a � ` i i•tI"' 1 l ti x ''.�r•• 1f t} �`•,s `` t,} S=0.01,' ' ,.•- 9,50 67'-100 P� W. •' HH-10 159.95 tt xtti1B, �6 sitj`•t`t'•,iii`1•it�ttTRUNK; INES �. \\ tt�=•�•i j t x 1=2.41MAIN IN EXISTING t CTE f: i t lt i FI r i i it '10 PVCtl QQ --r' t r. `59• i x, �t•,ti ' i >a SB H(fd)i9 ' 15.9 i 159.50 a ti t t ti'i f iii l ' t Z F.F. ELEV. = 160 r y'�' o°r-~" i x ,� tar xl G # t t t i M. E { { i t �� i i f 1 i i ti •�' DM -11 x 5-- 158.2 > DINE w \ t, • t1 d� . X I S;TnI K1QQGRA $ \ t i i i '•, r`` i i t CTE n3 t X i t i t t t ij t t i � �� t t �i 1t ".-..,i i _+.� rte,.,..--•' - it QCB I � X i?1tt �. \ •� \ . \ `�1� :, .,/ 0 i t ` � ��1' � 1 2/25/98 ADDED RETAINING WALL i t i t / t� :+e�!�. yti � � tilt � � REVISED GRADES ACCORDINGLY } t t tt \\ t } } t % ROOF LEADER (TYP) :« 159.50 tT '� ;i l t , ` t • X 158.25 t t •:t' ". No. Dote Descriptlon 107 0 l ��`"• -1 PVC /5 1 4ei158.43 ~\`'• t t \ .}1� -• , C :Y S=0.018 } } .L P r„• i - s. i i .C,5 tL 1 1 itt II o t } t ,•t j Regis ns `� �aV'. �.�.. x158.50 © x i,iE i f f11 •{ 'E2L-1 i t1 x 'i IF t� 'r i .;e r.•c ,,' :., CB-A 8.30 ate• j s f its��, i , f t i s, .., 1 4 t t_•.-• 59.50 t �" ,c i'`�' M71 u DrsMrn Chocked By Approved By t 15s. �, 1}I�H-t �,` •-• '_ X 1 �&5 � 1 ` i t i if £ /'r � � j i t t 'It TRENCH DRAIN -r~ " ~ t ,c t 1 f f isyt ' +y S 1S» x 157.10 1 it`i ' �f �i'SN(td f iii ( �Mf3 JAF h i t /� t s' •i+ V. 111~111 �,,.s t y � � i � J \�,••'"'r� It '� i' O '"" ...� 111161� � � ,� f � i ! '--`tt � � } � �� i � � 1,. 'i v t, ,• '`-,', �'• •; 12 � ' fr✓.�-•'• "'�$H(t�.) r l � ptit�GFMAs+s, t '� Q :(` (~ •.t' " i .,� t CB-K •.:., �,. ,•; ... ( t r ' / H1J�. ucr r:�t' } :, :. :.' : :t, } • b' • r' 1 A "' r '.r " • 182.73r'' 11 �,f/7} )j1 IPE '} ' t \ • 1'.[ `„'``, :.1= tJ F•,`y1CrP :•• ;.� ✓"' 7j1} "' it • . r r Q "" r•- 'r ''' i({{J1 / i/ NIL 'J! i 2 L t L•t: ,i•• `1' i 115 .• ... ...r"` [- ' i! .~ '•} C.) / + jfjJ I r i'r r U C -1 t } � t�. � � � '1 0 t' .i'<.•� i•..`' �' �}� ••'i -e. • L 131 Qi ... �• >r pj,(S e � x `tsj2.. t j•' .i r ! ! 7 // i I p 1:�.r. 1.: :i'•:'��'1 :., t CB-J, Soo• x K,: -' t ~ ~.---•_r . 1 „/� ! f / �/ N 36 t } t t io ♦ i:i .,_.'•` T s .. _>:•�.. 159.95 'w" t { i ,� , � �F Gj 1..t�} .. .. 'NS•i:'i: ' i .• •.1 t .!.�: .. �'+y .,.r• _rr•''''"�..- ---•,,-'� \ b r•" ...✓ r. rr_,•rff••.J jJ �/'� 1, 9� » t }, j }' ,:Q (� i� t.) t a• r "r~ f}MHrJ t '' r~ x� .73 t } ; 'SO�a2 CMH-A �' 1T%6,; 1' :r 6; �.� a { S �� iw :='<' IL►`! - 'rr..�` .s. - rr t 'j,lt ��..;�,:•:.:''�• _ ',,!:.t.� :� > 1 � rt ~rr 'fir �j` 'St' �} � � ~•r_,~•r-••''~1,�..r^;~�•. 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'N \ \\.\\'�'�' : -:•,:•--•`, ~--•-_._._.,•"`""^„ -,....._.. ....� ._.:�. ._.,,::.="=Tom_:--�-.-� !•--"..,�,,,. �" ^^ ^ �-- '�_..___-� _........._... ,._'••" � IN K• 4 Tel. (508) 65f S40f Fax. ( 0 ) 65t-f189 € / C DED B 74 5 B ...� ; i ,_. \ \.\. ,-�,`, ` �---_ �-_ _._ - __ - :: -�,,�=- - :-:.r.__ .___- -~ ...-- �/--~ -rr•'' 'EASEMENT 1 g PLAN 39 fr,•.r FIRST **pLA �• _ K 2 f I f ''``•� �"" \ �'`; ~--:_~ - ”-- �-- . —� ,, "- __••••.• �- 1 N 8** 5• Grass Seed Mixture. Not more than 0.5% by weight shall be weed seed and N B00 3 t r /•• ",, \+ �. \ ~'" ~�""••�:`•^ '�'� --•••--- "". ~� **pLAN BOOK not than 1.759 b weight crop seed. Dr mold-free seed shall be delivered ':. ; \ :\ - =:,-� "" -- •--^•, i �,�or-~ yam / _ to the site in sealed containers, labeled with the name of the seed grower '•� i � __,,,,,,,,� `"w,;��'� •--...._._.•-•-• �"""• t ��,,,,,,•" t, � and mixture. Seed shall conform to the following specifications: O € w„wh\` + \\; '~�~- -�•� w`''w` �� /,'' % OF TOTAL WEIGHT TYPE IN MIXTURE Kentucky Bluegrass Cultivars 60 \� i � "`,� l ,,,,,.•-'�” Pro• ct Title Annual Rye Grass 10 Red Fescue 30 Je NOTES FOR EROSION CONTROL PRACTICES rV Y PL.ANN I NG BOARD Home Depot i 1 F-+-1 Slurry mixture by hydroseeding application shall conform to the following: `; 1 r.r' �' // ; ? } 1. Silt Fence. Silt fence shall be wire-bound woodroll snow fence covered with [�] APPROVED Salem, MA t( `----' 1,,��f�' ' �.. \� ; filter fabric. The fence shall be a minimum of 4 feet high with 3/8 inch by ^ QUANTITY PER 1000 SQ. FT. MATERIAL t 1` f 1.5 inch wide pickets, approximately 2 inches apart, bound together with at rT� 27-1 2 Ib. Wood Fiber Mulch \� least 13 gage minimum, galvanized steel wire. ^ SITE PLAN / - _._.�•�'•-'•••,�:^:'-'t �••r:='/'"" � i J I € � 4-1 2 Ib. Seed \`�� _• __� -��=-'r \, 't i 1 t 22 Ib. 10-6-4 Fertilizer [ t Filter fabric shall be either; Trevira Spunbond Fabric Type 1120 (Hoechst I Fibers Industries Spartanburg, SC 29304), Supoc N 5NP(UV)(Phillips Fibers 69 gal. Water t } t L f 1 Corporation, Greenville, SC 29602) or approved. 6. Seed Cover. Seed shall be laced on a natural, fertile soil 1 i p possessing the c or c tics of productive soils in the vicinity of the project. Gross seed { i f Silt fence shall be constructed and installed on the downslope side of construction as indicated on the site plans, prior to start of clearing and Sheet Title 1 shall be spread by mechanical spreader at specified rate. Following seeding, j i I the area shall be lightly raked, smoothed and rolled. i t grubbing operations. Sedimentation / t The entire area shall be watered until the equivalent of a 2-finch depth of ;t -'- 2. Hay Boles. Hay bales for construction of erosion control devices shall be new water has been applied to the seeded surface, at a rate which will not - And ! firm, wire or nylon-bound livestock feed-grade and be at least 14 x 18 x 30 dislodge the seed. Watering shalt be repeated thereafter as frequently as inches in size. 4. Seeding and Mulching. Topsoil stripped and stockpiled on the site as well as required to prevent drying of the surface, until gross ottoins an average Erosion Control unfinished areas that will not be worked on for one month, or will be wintered height of 1.5 inches. Bales shall be placed in a row with ends tightly abutting the adjacent bales. shall be immediately seeded with erosion control seed mix and mulched with The specifications above also apply to the hydroseeding method if employed. Plan Each bole shall be embedded in the soil a minimum of four inches and shall be hay. Exposed earthwork areas, which will not be worked on for more than one After gross appears under either method, all areas which fail to show a securely anchored by at least two stokes or re-bars driven through the boles. week will be hay mulched. The first stake in each bale shall be angled toward the previously laid bale uniform stand of grass, for any reason whatsoever, shall be reseeded and such to force the bales together. Soil should be compacted on the u slo a side of areas and parts of areas seeded repeatedly until all areas are covered with a �_ 9 P P P Typical application rates for straw or grass mulch are 3,000-4,000 lbs/acre. satisfactory growth of gross. Scale: � _� the bales. Mulch should be anchored mechanically or by use of tacking material or y g g Sheet No. hydromulch. Job No.: 584$.01 3• Catchbosin Filter. Catchbasin filters shall be placed at all inlets 7. Miscellaneous. All erosion control devices must be constructed in to drainage structures as they are installed. Construction and Location of Erosion control ne{tting or mesh will be placed on sloped areas to be seeded as actor ante with the details shown on Details Sheet and/or approved by the File Name: 5 SCM filters shall be indicated on the site plans. shown on the site plan or as approved by the engineer, construction engineer. All erosion control structures shall be checked twice each month and after each storm event and repaired cnd maintained as necessary. Dote: 12/M8 W "WAY" (12' WIDE) D 1-WESTERN RED CEDAR 3—TEA CRABAPPLE EXISTING TR LINE 511 �#�� EXISTING TREE LINE / � / LOAM AND SEED J + ♦ 20- R.T.G. + 20- P.J.M. _ + 4-OCTOBER GLORY RED APLE 2—PIN OAK LOAM AND SEE 335 1—PIN OAK + irELDSTONE WALL 1 2-SHADEMASTER HON YLOC` ST - CT B R LORY RED MAPLE �0 2 S AD M . S ;ER H NEYLOCUST �Q 2—PIN OAK -� * + oo ,DNOT FOR CONSTRUCTION 7 + x k �Q THESE PLANS WERE PREPARED FOR THE 3 + 2—OCTOBER GLORY RED MAPLE * r 1 •9 PURPOSE OF OBTAINING STATE � `` 2-SHADEMASTER HONEYL C S AND LOCAL APPROVALS AND ARE NOT w ...» V ' + X �� INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. 3 0 T BE GLORY RED MAPLE * + S A E A TER HONEYLOCUST � Ir W 2-OCTOBER GLORY RED A L —� 2—SHADEMASTER HONE 0<UST x ` Q LOA AND SEED OCT BR GLORY RED MAPLE + x a - + X 1 EXISTING TREE LINE + —SH D M ST R HONEYLOCUST * X 2—OCTOBER GLORY RED MAPLE \ U'_ + + x 1 2—SHADEMASTER HONEYLO, U T -A + xK OCTOBER GLORY RED MAPLE + — H DEtAA TER HONEYLOCUST x + x + 2—OCTOBER GLORY R D A Lk \ x 2—SHADEMASTER HONE O S -� x 2 0 T BE GLOR'Y RED MAPLE + \ + + + �` A EMASTER HONEYLOCUST + \ Q- • 2 0 T BE GLORY RED MAPLE No. Date Description 1 / Revisions 1 1 + 2-SHADEMASTER HONEYLOCUST • Drawn By iDWvwd By Checked By Approved By f5ME3 JAF — UDI Vo 1 i • ae EXISTING TREE LINE b W "'�' + .00O G + / Ct � / � RIZZO ASSOCIATES, INC. ~G PLANNING 3-PIN OAK ' ♦ _ _ _ _ _ _ _ - BOARD ENGINEERS AND ENVIRONMENTAL SCIENTISTS �.� 235 West Central Street, Natick. MA 01760 woo ' WIDE S APPROVED Tel: (508) 651-3401 Far: (508) 651-1189 d7 .� (PUBLIC 50 � �M,....--�' RECORDED IN BIC. 7448 PG. 219 1_01 /"� FIRST EASEMENT ** SITE PLAN **PLAN BOOK 129 PLAN 39 ` **PLAN BOOK 188 PLAN 38 0 h7 Proiect Title d Plant List Home Depot F 4 +I OTY. BOTANICAL NAME COMMON NAME CALIPER REMARKS SPECIMEN Salem, MA W TREE 24 GLEDISTIA TRICANTHOS INERMIS "SHADEMASTER" SHADEMASTER HONEYLOCUST 3 1/2"-4" CAL. �q 25 ACER RUBRUM "OCTOBER GLORY" OCTOBER GLORY RED MAPLE 2 1/2"-3" CAL. 3 MALUS HUPEHENSIS TEA CRABAPPLE 8-10' HT, Sheet Title 1 THUJA PLICATA WESTERN RED CEDAR 8-10' HT. Landscape 8 QUERCUS PALUSTRUS PIN OAK 2 1/2-3- CAL. Plan SHRUBS 20 CORNUS ALBA SIBERICA RED TWIG DOGWOOD 3-4' HT. PLANT 3' O.C. 20 RHODODENDRON P.J.M. P.J.M. RHODODENDRON 3'-3 1/2' HT, PLANT 3' O.C. Scole: I'-4Q' Sheet No. Job No.: W&01 File Nome: Wks.I Date: 1282/98 um6, G ENERAL �� NOTES FINISH GRADE MANHOLE FRAME AND COVER 2" DOME CAP AS SPECIFIED MHD STD. 202.6.0 TYPE A FRAIME IOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT SCHEDULE OF OPERATIONS IN ADDITION TO OTHER CONTRACT QUIREMENTS TO THE ENGINEER. THE CONTRACTOR SHALL ALSO _= TIFY AND COORDINATE HIS WORK WITH THE CITY OF SALEM _ = NSERVATION COMMISSION. SALEM PUBLIC WORKS AND ALL vo . °'•• $" UTILITIES AS REQUIRED. GRADE ADJUSTMENTS o: °. ° PRECAST CONCRETE CONE SECTIONS NTRACTOR SHALL ESTABLISH HIS SURVEY CONTROL PRIOR TOMAY BE MADE WITH ° OR PRECAST CONCRETE TOP SLAB. GINNING WORK ON THIS CONTRACT. COURSES 2 MIN. OF ( ) ° :' ALL SECTIONS DESIGNED FOR H-20 3. WORK FOR THIS PROJECT SHALL BE PERFORATED IN ACCORDANCE WITH THE BRICK OR PRECAST - DIA. VARIES MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS - v. LOADING.. ECCENTRIC OR CONCENTRIC FOR HIGHWAYS AND BRIDGES, 1988; CONSTRUCTION STANDARDS, CITY OF CONCRETE GRADE RINGS _ a . PRECAST SECTIONS MAY BE USED _ f SALEM STANDARDS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ° AS REQUIRED. r o 1988; STANDARD DRAWINGS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING =I • 'a AND LATEST REVISIONS, 1968; STANDARD DRAWINGS FOR SIGNS AND �n SECTIONS SHALL BE 1 ,•• '• o SUPPORTS. 1990; HOME DEPOT SITE CRITERIA REQUIREMENTS. REVISED 5/30/92; W -AND THE CONTRACT DOCUMENTS SHOULD THERE BE A CONFLICT WITH THE ABOVE SEALED WITH v SPECIFICATIONS, THE PLANS AND SPECIFICATIONS WILL GOVERN. BUM SEALANT (TYP. ° - - 4. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED3 FLANGE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. • ° 48" DIA. (SEE NOTE 4) -- -- ' W ORDINARY UNDERGROUND UTILITIES SHOWN ARE FROM FIELD OBSERVATIONS AND AVAILABLE RECORD BORROW INFORMATION AND ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL o UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY CROSSING FOR PROPOSED AND EXISTING UTILITIES. THE CONTRACTOR PRECAST CONCRETE _ ° DRAIN PIIPE ❑0❑00000❑D(❑ SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES/DEPARTMENTS. RELATIVE TO THE BARREL SECTION = LOCATION AND ELEVATION OF THESE LINES, ANY DISCREPANCIES IN THE LOCATION OF ;III ° MULTIPLES OF ❑oDo❑0❑oDol❑ ' ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION SHALL BE REPORTED TOII o • o 0 0 0 0 0 RIZZO ASSOCIATES, INC. 235 WEST CENTRAL ST., NATICK, MASSACHUSETTS 01760. 1 , 2, 3, 4 : o OR 5' HEIGHTS E1000000o�0U v 5. BEFORE EXCAVATING. BLASTING, BACKFILLING, GRADING, PAVEMENT o . HAND PACK CONNECTIONS WITH A ❑0❑0❑0❑D❑0❑ Ari SHRINK ==_ NON CEMENT TYP. RESTORATION OR REPAIRING ALL UTILITY COMPANIES. PUBLIC AND ` °'°- '`--• :�..:` ° ❑ ❑ ❑ ❑ ❑ ❑ 04 PRIVATE. M - - -- - - - - __- - - -- UST BE CONTACTED INCLUDING THOSE IN CONTROL OF -.. UTIUTIES NO OWN • PRECAST =1 o T SH ON THIS PLAN. SEE CHAPTER 370. ACT OF CONCRETE = BASE SEC a - noN o a o 0 0 1963, MASSACHUSETTS GENERAL LAWS. THE OWNER AND ENGINEER ASSUME -I 1 MIN. •o• oo DRAIN PIPE ❑ ❑ ❑ ❑ ❑ ❑ - - - NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF U71UTIES v 1"/FT TYP.) o� L OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE BRICK CHIPS AND MORTAR OR 2" FIBERGLASS CONNECTIONS, THE APPROPRIATE UTIUTY ENGINEERING DEPARTMENT MUST 3000 PSI 3/4"-520 CEMENT � BE CONSULTED. DIG SAFE NUMBER: (800) 322-4844. SLATS CONCRETE 3/4" 24 1/4" S. WHERE THE NEW CONSTRUCTION COINCIDES WITH PRESENT TRAVELED WAYS 12" MIN. (TYP) ° a�.t;:o D/ 1/4" 23 3/4" t-t/tom 1/4" THE CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER ACCEPTABLE o TO THE ENGINEER SO THAT INTERFERENCE TO BUSINESS CONCERNS AND o ° 8000 I----I I-- 1 4" 2" TENSION . ABUTTERS, ON ACCOUNT OF THE CONSTRUCTION WORK, IS KEPT TOA .1 ° p• p . •D o: 8 » MINIMUM. THE CONTRACTOR WILL NOT BE ALLOWED TO PARK EQUIPMENT, _ 3" BAND LAMP ' OR STOCKPILE MATERIAL ON THE TRAVELED WAYS OVERNIGHT OR WHEN ° o o.' c NOT IN USE. THE CONTRACTOR SHALL MAINTAIN SAFE AND REASONABLE ACCESS - o 21 3/4" TO AND FROM ABUTTING PROPERTIES AT ALL TIMES AT NO ADDITIONAL COST. II-1 2" 7. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. 1=III MIN• _ -33 1/4" , SUITABLE SUBGRADE -1I1=1 i I 5/8--1I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE - - - - - I I i H i r 2" SCHEDULE 40-44' DEPTH HIS OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. J I I I_I 1=1 I I�"-' -'11=1 1=1 i�I I I I SECTION A-A GALVANIZED PIPE SEE "GEOTECHNICAL ENGINEERING INVESTIGATION' BY C.H.G. DATED 8/5/98, INVERTED ARCH WITH •' 3/4" CRIUSHED STONE OR SELECT GRAVEL BORROW NOTE: FRAME AND GRATE SHALL BE 8. CONTRACTOR SHALL EXCAVATE TEST PITS TO VERIFY LOCATIONS OF MORTARED BRICKS LAID ON EDGE HEAVY DUTY CLASS 30 GRAY IRON. EXISTING UTILITIES AS INDICATED OR AS DIRECTED BY THE ENGINEER. NOTES •' . CEMENT 9. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE UTILITY 1. MANHOLE SHALL BE PRECAST CEMENT CONCRETE 3. ' BACKFILL MATERIAL SHALL CONSIIST OF SUITABLE EXCAVATED CATCH BASIN FRAME AND GRATE FOOTING CONCRETE TME�ITRACTOR SHALLL AALLLOW THE UTIDUTNYGCOM MPANIETHE AND OTHERR CONTRACTORS E AREA. MANUFACTURED IN ACCORDANCE WITH ASTM C-478 MATERIAL AND/OR SELECT GRAVIEL BORROW AS DIRECTED BY THE ENGINEER. TO INSTALL THEIR SYSTEMS WITHIN CITY OWNED STREETS AND EASEMENTS. DESIGNED FOR H-20 LOADING. MANHOLES SHALL BE 48" N.T.S. PIPE SPACING = 10DO O.C. DIA. UNLESS OTHERWISE INDICATED ON GENERAL PLANS. 10. ALL EXISTING UTILITIES SUCH AS WATER BOXES AND CURB STOPS. MANHOLE FRAMES AND COVERS„ CATCHBASIN FRAMES AND GRATE AND OTHER 2 SEE GENERAL PLANS FOR PIPE SIZE, LINE AND GRADE. ASSDIREECCTED Y THESHALL BE AENGINEER. UNLESS 0 ERMSE SPECIFIED IJUSTED BY THE CONTRACTOR TO LINE N CONTRACT CHAIN LINK FENCE DETAIL DOCUMENTS OR ON THE PLANS. PRECAST CONCRETE DRAIN MANHOLE N.T.S. NOT FOR CONSTRUCTION 11. EXISTING DRAINAGE CASTINGS DETERMINED BY THE ENGINEER TO BE IN SATISFACTORY N.T.S. THESE PLANS WERE PREPARED FOR THE CONDITION, TAKEN FROM REMOVED DRAINAGE STRUCTURES MAY BE REUSED PURPOSE OF OBTAINING STATE WITHIN THE PROJECT. AND LOCAL APPROVALS AND ARE NOT 12. CONTRACTOR'S ATTENTION IS DIRECTED TO EXISTING LABELED SEWER MANHOLE OR GRADE ADJUISTMENTS INTENDED TO BE USED AS CONSTRUCTION DRAINAGE MANHOLE COVERS SHOWN ON THE PLANS MAY NOT ACCURATELY MADE WITH (COURSES DOCUMENTS. REPRESENT THE UNDERGROUND SERVICE. PRIOR TO ANY WORK THE CONTRACTOR (2 MIN.) OF BRICK SHALL NOTIFY THE ENGINEER OF AN EXISTING COVER NOT ACCURATELY OR PRECAST( CONC. REPRESENTING THE SERVICE BELOW. GRADE RINGS 13. NO EXISTING PUBLIC UTILITY STRUCTURES SHALL BE ABANDONED AND/OR FINISH GRADE AS DISMANTLED WITHOUT AUTHORIZATION FROM THE ENGINEER. SPECIFIED 14. PRIOR TO THE START OF ANY STORM DRAINAGE OR SEWER WORK, THE FRAME AND PRECAST COINC. CONE SECTIONS OR PRECAST CONTRACTOR SHALL SUBMIT A PROPOSED METHOD/SEQUENCE OF WORK TO THE OVER CONC. TOP SLAB, ALL SECTIONS DESIGNED FOR ENGINEER, INCLUDING DETAILS OF CONNECTIONS TO UPSTREAM AND DOWNSTREAM FACILITIES AND HANDLING OF FLOWS WITHIN THE EXISTING DRAINAGE OR SEWER H-20 LOADING. ECCENTRIC OR CONCENTRIC PRECAST SYSTEMS DURING THE CONSTRUCTION PERIOD. SECTIONS MAY BE USED AS REQUIRED. WHEN USING A 62 1/4" e 24" DOUBLE GRATE, PRECAST CONC. TOP SLAB SHALL BE 15. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AS METHODS DURING DEWATERING ' o • • USED. OPERATIONS AND STORM WATER RUNOFF NOT TO ALLOW SILT OR DEBRIS TO = e ° • - ENTER EXISTING DRAINAGE FACILITIES OR CREATE NUISANCES. THE er W Z CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING EXISTING OR NEW �j w F ° 8" MIN. FACILITIES IF SILTATION OCCURS DUE TO THE CONTRACTOR'S OPERATIONS. 00 Q W j o' �'o PRECAST ❑X❑0❑0❑0❑0❑ ❑a❑o❑a❑o❑o❑ 16. RIM ELEVATIONS MAY BE SUBJECT TO FIELD ADJUSTMENTS AS DIRECTED BY cn COMPACTED CONCRETE RISER SECTION o 0 0 0 0 0 0 0 0 0 0 0 BORROW ❑o❑o❑o❑o❑o❑ ❑o❑o❑o❑o❑o❑ THE ENGINEER. � • v O v W } O o 0 0 0 0 0 0 0 0 0 0 0 17. THE CONTRACTOR SHALL REMOVE AND STACK OR RESET EXISTING N o' ❑0❑0❑0❑0❑0❑ D0❑0❑0❑0❑O❑ 30" ROADWAY SIGNS AS DIRECTED BY THE ENGINEER. Q. WEEPHOLE o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 o a a a o A 18. DAMAGE OF PROPERTY BEYOND THE WORK LIMITS CAUSED BY CON- o N ° CATCH BASIN HOOD, MHD STD. 201.120 A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT THE I. Vo - L o o o = 0 = 0 = 0 = 01=3 1' CONTRACTOR'S EXPENSE, SUBJECT TO THE APPROVAL OF THE ENGINEER. _ >_ 0000❑000060 FENCE POST (y o 0 0 0 0 0 0 0 0 0 v / o OR GUIDERAIL POST 19. ALL NON-PRECAST CEMENT CONCRETE USED ON THIS PROJECT SHALL HAVE i W DRAIN PIPE o': o SECTIONS SHALL BE 0009❑0❑0❑�❑ ❑oDo 1000000 A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI OR AS OTHERWISE N SEALED WITH SPECIFIED. HAND PACK CONNECTIONS WITH ° » 48" MIN. BUTYL SEALANT (TYP.) �. EXPENSE.CONTRACTOR SHALL OF THE PROJECT DISPOSE OF � W�� MATERIAL AT THEIR OWN NON-SHRINK CEMENT (TYP.) � 60" FOR DOUBLE GRA ° 1-3/8 7/8" » CONCRETE BASE SECTION I » 24 21. WHENEVER EXISTING STRUCTURES TO REMAIN ARE ENCOUNTERED. THE CONTRACTOR 12 0 : 5 p n. v 0 2-1/2t- �_ 1-1/N - 1/8" o rry STRUCTURES, AND MAKESHALL REPAIR ANY GEDANY STRUCTURES OR IMPROVEMENTS ABOVE OR CE ANY E OW GRADE MIN ° v ° e T TO A CONDITION BETTER THAN OR EQUAL TO EXISTING CONDITIONS. 2'J8" t 22. CONTRACTOR SHALL STRIP TOP SOIL AND STOCKPILE ON-SITE FOR REUSE. II=I 12" MIN. II= SUITABLE SUBGRADE 22" 1" SOIL STOCKPILES SHALL BE NO HIGHER THAN 8. STOCKPILES SHALL BE II I1 -L CONCRETE BASE ENCLOSED BY TEMPORARY SILT FENCES TO PREVENT TRAVEL OF SEDIMENT I- - - - - - » TO ADJACENT DRAINAGE WAYS. ,I I- -u =_- 3/4- CRUSHED STONE OR SELECT GRAVEL USE CONCRETE TUBE FORM CONTROL �I I�I H I�I" "'i I-1 11=1 I I-1 11-1 I�- / I_ T BORROW 23. RREESSTTORATION IOMPLETEEAND STABILIZED AND SHALLSHALL REIMAIN IN PLACE BEMAINTAINED IN NOTES: GOOD CONDITION AT ALL TIMES. 1. CATCH BASIN SHALL BE PRECAST CEMENT CONCRETE MANUFACTURED IN ACCORDANCE WITH ASTM C-478 DESIGNED SECTION A-A No. Dote Description 24. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON-SITE FOR H-20 LOADING. FENCE AT RETAINING WALL CONSTRUCTION EON �IAIC��ES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSITED 2. SEE GENERAL PLANS FOR PIPE SIZE. LINE AND GRADE. NOTE: FRAME AND GRATE SHALL BE HEAVY DU1TY CLASS 30 GRAY IRON. Revisions N.T.S., 25. THE CONSTRUCTION of ALL PROPOSED UTILITIES SHALL CONFORM To THE 3. BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED MATERIAL AND/OR GRAVEL SORROW AS DIRECTED BY THE TOWN OF SALEM STANDARDS AND SPEdFICA710NS. LATEST EDITION, ENGINEER. DOUBLE CATCH BASIN FRAME AND GRATE AS WELL AS THE COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION. PRECAST CONCRETE CATCHBASIN N.T.S. DmwnBy �r�aBy cti« y APP�By CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REQUIREMENTS DURING CONSTRUCTION. f3Mf3 5ME5 26. WHEN TAPING EXISTING PRECAST MANHOLES OR SEWER PIPE, DRILL HOLES N.T.S. AT 4o CENTER TO CENTER WITH A STARDRILL AROUND THE PERIPHERY OF THE OPENING TO CREATE A PLANE OF WEAKNESS BEFORE BREAKING THE SECTION OUT. 0w1� ; �ss9c 27. SANITARY SEWER AND WATER MAN SHALL BE SEPARATED BY 10 FEET MINIMUM C` HORIZONTALLY, WHEN SEWER AND WATER CROSS. THE WATER MAIN SHALL BE A C! ;L MINIMUM OF 18" ABOVE THE SEWER PIPE CROWN. TMYAPNE LE FREE AND COVER (IMDPW 202.6.0 10.36,504 28. UNLESS OTHERWISE SPECIFIED ON THE PLANS. TOP OF ALL WATER MAINSOR TAR AND CEM. ONC. COLLAR G/sY��`�Z5 SHALL BE MINIMUM 5.0 FEET BELOW FINISH GRADE. FINISH GRA (SEE MDPW 202.9.0.) roNAt AS SPECIFIED I--tY--i GRADE ADJUSTMENTS MADE NTH COURSES (2 MIN.) 29. VERIFY LOCATION OF BUILDING U71UTY CONNECTIONS WITH ARCHITECTURAL, NOTE: OF BRICK OR PRECAST CONC. (GRADE RINGS MECHANICAL AND PLUMBING PLAN& e o . a ALL TRENCH WORK THROUGH EXISTING PAVEMENT SHALL 9" e 30 VERIFY LOCATION OF ELECTRIC, GAS AND TELEPHONE FACILITIES CONNECTIONS BE SAWCUT WITH 1' CUTBACK. TRENCH REPAIR PATCH SHALL PLANNING BOAR D WITH THE RESPECTIVE UTILITY COMPANIES. BE TACK-COATED AND PATCHED IN ACCORDANCE WITH PAVEMENT CONSTRUCTION DETAIL. ---- 24' EXISTING CATCH BASIN STRUCTURE EXISTING CATCH EXISTING OUTLET APPROVED C Rizzo ASSOCIATES, INC. CSIRpNRIE��;��EA � SITE PLANT SOVIET dWRT S" . t2" HAND PACK JOINT WITH NON-SHRINK CEMENT (TYP.) ENGINEERS AND ENVIRONMENTAL SCIENTISTS SURFACE TREATMENT CONCRETE BLOCK DIA. VARIES DRAIN PIPE CAP UNIT e 235 West Central Street, Natick. MA 01760 AS REQUIRED MASONR �N' a AD ERE TO TOP UNIT FENCEPOST OR GUIDERAIL ° 1"/lFT W VERSA-LOK Tet: (508) 651-340f Fax: (508) 651-1189 6 MIN. ITYP. UNDISTURBED EARTH o' v : ~ •° MIN.(TYP.) CONCRETE ADHESIVE oo ORDINARY BORROW00 4d' III .° •' •,e 6" MIN. ' COMPACTED GRAVEL BORROW _ ° OR BACKFILL AS DIRECTED BY GRAVEL BORROW ° o THE ENGINEER. APPROXIMATE PPROEXCAVI A LINE MAX 3/4" CRUSHED o'. :, •.. , : VERSA-LOK /�� FILL EXISTING SUMP WI �° "'' FILTER FABRIC STONE TO MID-DIAMTER BRICK CHIPS AND MORTA MODULAR CONCRETE �i` � REO FORCE TI Pro' ct Title - 6" MIN. OR 3000 PSI CEMEN e' °`'''' FACING UNITS REINFOR,CEM T II O CONCR , . °. . �. ,:...•;l•.:...P . e. OR APPROVED EQUAL RETAINED BACKFILL Home UTILITY PIPE a '' ' UNDISTURBED EARTH ( ) 6" MIN. A �' , e o'' ' y SCREENED GRAVEL P N R D ARCH WITH MORTARED BRICKS 18 THICK MIN. Depot �A� � EDGE _I COMPACTED SUBGRADE - _ -�S �::'. 1=1X1=11 Salem, MA 1.DRAIN PIPE FOR LATERAL CONNECTIONS TO CATCH BASINS SHALL BE 2* MIN NOTES INSTALLED AND TEMPORARILY PLUGGED AS REQUIRED OR DIRECTED. �I� �� II=I II=I 1. ALL WATER MAINS SHALL \A\�• '1 1=1 11- • 2SEE GENERAL PLANS FOR PIPE SIZE. LINE AND GRADE. `', R IN ORC GRA BORROW Sheet Title HAVE MINIMUM 5-0 COVER _s-.. �� E F �p 3.BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED COMPACTED 95% MAXIMUM MATERIAL _ STANDARD PROCTOR DENSITY Details UTILITY PIPE TRENCH DETAIL 4.CATCH BASIN SUMP SHALL BE CLEANED PRIOR TO CONSTRUCTING _ ' " FILTER FABRIC N.T.S. PROPOSED INVERT. INVERT CONSTRUCTION SHALL NOT BEGIN UNTIL i-III I II I I III-III= -DRAIN TIL 4" DIA. THE SUMP IS INSPECTED AND APPROVED BY THE ENGINEER. -�" "' "'-111=1' OUTLET AEf END OF WALL FILTER FABRIC SELECT GRAVEL BORROW OR AT 40 CENTERS, MIN. LEVELING PAD SLOPE TO DRAIN (1/8"/FT.) PROPOSED MANHOLE CONVERTED FROM 3" THICK MIN. EXISTING CATCHBASIN REINFORCED RETAINING WALL Scale: As shown Sheet No. N.T.S. NTS Job No.: 584&01 Fite Name: 5845CDTI.DWG Date: 1282/98 FINISH GRADE : Le BARON TYPE A MASS. STANDARD TEE AS REQUIRED OR DIRECTED FRAME AND COVER LK110 SET IN MORTAR All I III WATER MAIN COVER TO BE SUPPLIED WITH STANDARD 3" LETTERING TO READ 'SEWER*. 9;1E zu:lz 9» MORTAR AND CEM CONC COLLAR. 3/4" — A 4'-0" A GRADE ADJUSTMENTS MAYBE " 8" 4000 psi H.E.S. (SEE MHD 202.9.0) •.' MADE WITH CIOURSES (2 MIN) o 000 I- ' ••' ' '�• `" 1 00000 _ NC. :I I PRECAST CONC CONE SECTIONS ;� 1313 0 OF BRICK OR PRECAST CO •'• IL ••' • '•' _ GRADE RINGS.. ADJUSTMENTS a OR PRECAST CONIC TOP SLAB. 000 =L1 _• ••• • II I I �- MADE WITH LESS THAN TWO ALL SECTIONS DESIGNED FOR H-20 CONCRETE AGAINST IURSES OF (BRICK WILL NOT DIA. VARIES LOADING. ECCENTRIC OR CONCENTRIC 45' MAXM/AX. BE ACCEPTED, UNLESS : PRECAST SECTIONS MAY BE USED UNDISTURBED MATERIAL PLAN APPROVED BY THE ENGINEER. I AS READ. SECTIONS SHRILL BE SEALED WITH A TWO ROWS PLAN CATCH BASIN FRAME PROVIDE *V" OPENINGS HAND PACK JOINT OF BUM RUBBER (TYP) WITH NON—SHRINK CEMENT (TYP) NYLON OR WIRE BALED GRAVEL BORRIOW DIA 48" HAY OR STRAW L /---45' MAX. u — a PRECAST CON C 45 o BARREL SECTION MULTIPLES OFMAX. ~ OR 5' HEIGHTS MAIN ' ; . :• 3/4" CRUSHED STONE OR GRAVEL CONCRETE AGAINST PRECAST CONC d BORROW AS DIRECTED BY THE ENGINEERSECTION A—A UNDISTURBED MATERIAL BASE SECTION( 1 IN 6' MIN DRAIN PIPETYP) ONE AGAINST BRICK CHIPS AND MORTAR BALED HAY SILT BARRIER UNDISTURBED MATERIAL OR 3000 PSI iCEM CONIC "/FT PLAN SECTION - / AROUND CATCH B ASI N 12" MIN (TYP) I_I- NOTES: _I a. " MIN 3/4" CRUSHED STONE OR GRAVEL N.T.S. AS DIRECTED BY THE ENGINEER 1. ALL ELBOWS, BENDS, AND CAPS SHALL `' • •.• .' °• . : a : ;�A�BORROW � 1=T BEARING AREA FOR VARIOUS DIAMETERS BE BRACED WITH CONCRETE THRUST FITTING 4" 6" 8" 10" 12* 16' BLOCKS. JOINTS SHALL NOT BE ENCASED : z o0 1-1/2- SQUARE WOOD POST IN CONCRETE. .1 11 m 0 SEAL JOINT WITH 2 ROWS OF BUTYL RUBBER 6 ON CENTER 1/32 BEND (11 1/4') 2 S.F. 2 S.F. 2 S.F. 2 S.F. 3 S.F. 5 S.F. UNDISTURBED EARTH �II� _ _ I =11 8"— 4000 PSI H.E.S. CEM. CONCRETE WRAP ATTACHMENT CORD 1/16 BEND (22 1/2') 2 S.F. 2 S.F. 3 S.F. 3 S.F. 4 S.F. 5 S.F. 2• BEARING AREA IS AREA OF CONCRETE NORMAL DEPTH I �I - — — — II 11=11E BASE CAST IN PLACE OR PRECAST BASE AROUND POST TWICE IN CONTACT WITH WALL OF TRENCH I,. ' -�i 1=1 i 1=1 i 1=11 i r 1/8 BEND (45') 2 S.F.1 2 S.F. 3 S.F.1 5 S.F. 7 S.F. 12 S.F. (H X L). INVERTED ARCH WITH 8" MIN. COMPACT SELECT GRAVEL FINISH GRADE 1/4 BEND (901 3 S.F. 3 S.F. 6 S.F.1 9 S.F. 12 S.F.21 S.F. MORTARED BRICKS LAID ON EDGE 3. HEIGHT AND LENGTH AS REQUIRED TO OBTAIN BORROW SUBBASE STAKED BEARING AREA SHOWN IN THE TABLE W H APPROX. 1 2 L \ HAY BALE TEE/PLUG 2 S.F. 3 S.F. 4 S.F. 6 S.F_.j_9 S.F. 16 S.IF / / NOTES '�\��\\ \\ 4. THRUST BLOCK SIZING BASED ON 150 PSI 1. MANHOLE SHALL BE PRECAST CEMENT CONCRETE \ WATER PRESSURE AND 2000 PSI SOIL MANUFACTURED M ACCORDANCE WITH ASTM C-478 � BEARING CAPACITY. DESIDI&G"ur�OTHE2RvWISE INaci►�ON GENERALPLANS.PLLABE Ns FORCE MAIN THRUST BLOCK DETAIL 2- SEE GENERAL PLANS FOR PIPE SIZE, LINE AND GRADE. SET D OST EEP N 0 T FOR CONSTRUCTION 3. BACKFILL MATERIAL SHALL CONSIST OF SUITABLE EXCAVATED SILT FENCE TO BE BURIED N.T.S. MATERIAL AND/OR GRAVEL BORROW AS DIRECTED BY THE ENGINEER. A MINIMUM OF 6* BELOW GRADE THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION HAY BALE / SILT FENCE BARRIER DOCUMENTS. PRECAST CONCRETE SEWER MANHOLE BUILT OVER EXISTING SEWERLINE N.T.S. CROSS COUNTRY ROADWAY NTS PROPOSED GRATE 4" LOAM FINISH GRADE PAVEMENT POLYPROPYLENE EXISTING GROUND FILTER FABRIC SURFACE 12" BANK RUN GRAVEL 'o :V �a. '•�: COMMON FILL GRAVEL BORROW MATERIAL TO BE Le BARON TYPE A MASS STANDARD FRAMEAND COVER SET IN MORTAR CAT No LK110. p•• d •p CATCHBASIN MATERIAL TO COMPACTED IN 1' LIFTS. SET ON TOP OF PRECAST GRADE RING OR BE COMPACTED BRiCK MASONRY AND SEALED WITH MORTAR. •� •� �• v. IN 2' LIFTS. SHEETING, IF REQUIRED, TO BE COVER TO BE SUPPLIED WITH STANDARD 3" CUT OFF AT LEAST 2' BELOW FINISH GRADE LETTERING TO READ 'SEWER". SELECT GRAVEL BORROW: STREET AND A MINIMUM OF 1 FT. FILL SHALL BE - ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW REINFORCED PRECAST THOROUGHLY 12" MORTAR BED EXTENDED MID—DIAMETER OF THE PIPE SHALL " " 80 BRICKGRADASNG OR REQUIRED COMPACTED 6 OVER TOP SECTION 8» 0 24 0 - BE LEFT IN PLACE. OF CONE '; • • �• TO ADJUST TO GRADE STEEL SHEETING DRIVEN BELOW ° ' (4* MIN.-12" MAX) CATCHBASIN FILTER 6" MINIMUM MID—DIAMETER MAY BE WITHDRAWN FILL ALL LIFTING HOLES o z s IN LEDGE �� IF APPROVED IN WRITING BY THE WITH HYDRAULIC CEMENT PRECAST REINFORCED N.T.S. ENGINEER (FOR D.I. WATER ONLY). (NON—SHRINK) MORTAR ° ° CONCRETE TOP CONE BUM RUBBER FLEXIBLE BED BOTTOM QUADRANT ON v . JOINT SEALANT : .a REQUIRED AT ALL SECTIONS UNDISTURBED EARTH ° [(,Typ.) 2" O.C. ° MULTIPLES OF 1'. 2'. 3'. EXCAVATION IN LEDGE EXCAVATION IN EARTH 4' OR 5' LENGTHS NOTE:5'-0" MIN. COVER' (TYP.) PRECAST REINFORCED CONCRETE No. Dote Description 5" MIN. o° 48* °: BARREL SECTION Recisions DUCTILE IRON PIPE WATER MAIN TRENCH DETAILSHELF ELEVATION SAME AS SLOPE 1"/FT. ° 12" MIN. OVER CROWN OF HIGHEST PIPE CRUSHED STONE N.T.S. PRECAST REINFORCED HIGHEST SEWER ° FLEXIBLE SLEEVE W/ 96' F Drawn By DeslXned By Ch"IMSy Approved Bp CONCRETE BASE SECTION I STAINLESS STEEL CLAMP ROASTING " ROA �M5 5M� BRICK MASONRY ° 5" NOTE: 12 MIN COAT MANHOLE EXTERIOR 6" MIN. ' • W/ 2 COATS OF BITUMINOUS \ \\/\\ � \�of Mq J^S ° a WATERPROOFING. MIN. 3" CRUSH �i\ri\r�ri r 9c STONE AT ENDS ` ��\ ti ° e. ' I 12" MIN. BELOW LOWEST SEWER COMPACTED �° HN-1 G� 8'" COMPACTED ° ° SUITABLE SUBGRADE SUBGRADE ° civic HYDRANT SELECT - I I I NOTE: THE PURPOSE OF THIS TEMPORARY BERM IS TO o.3 _ 6 9�v VALVE BOX GRAVEL BORRO , — i,—= REMOVE MUD FROM THE TIRES OF VEHICLES do COVER 6'—O" MIN. I��II—,-I I t rl�11� �I I I LEAVING THE SITE DURING CONSTRUCTION. 9FQrS E� WHERE POSSIBLE FINISH PRECAST CONCRETE SEWER MANHOLE ROAD SURFACE GRADE TEMPORARY ENTRANCE BERM * N.T.S. N.T.S.. 4' LOAM do SEED ANCHORING TEE W/6" SUITABLE COMPACTED GRAVEL BORROW TEE (RESTRAINED MJ) 5'—lo. INGLE PLY ROOFING FELT Rizzo ASSOCIATES, INC. CRUSHED STONE OR .. STREET MAIN LOAM OR PAVEMENT 6" C.L.D.I. 1/2" SCREENED GRAVEL CLASS C CONCRETE PIPE TO 3'-0" MIN. DIA. AT LEAST 6" AS SHOWN ON PLANS ENGINEERS AND ENVIRONMENTAL SCIENTISTS THRUST BLOCK MATCH STREET ABOVE HYDRANT DRAIN RING 235 lest Central Street. Natick, MA 017E0 UNDISTURBED EARTH ret: (508) 65t-34ot Far: (soe) 651-1189MAIN CLASS C CONCRETE THRUST BLOCK GRAVEL BORROW 4 COMPACT IN 1 FT. LIFTS o. . MIN. 6 CU. FT. OF CRUSHED STONE OR SCREENED GRAVEL 4: AROUND BASE OF HYDRANT Il— Z_ GAT€ VAL'.VE I 1/2--3/4 " _ CONCRETE BLOCK SET ON CMPACED ' UNDISTURBED UNDISTURBED EARTH CRUSHED STONE ::..i,=' ..: .':,' '" » Project Title OR SCREENED ( 12 MIN. Home D EARTH � • ' � ��•��•�� O e e of GRAVEL ENVELOP PVC SEWER (SDR35) p HYDRANT CONNECTION DETAIL 6" MIN. PLANNING BOARD Salem, MA N.T.S. APPROVED UNDISTURBED EARTH SITE PLAN SEWER PIPE TRENCH DETAIL Sheet Title N.T.S. Details Scale: As sho" Job No.• 5845.0 I Sheet No. File Nome: 5845C0'IZ,DV1/G C.8 Dote: 12122/98 I I Z c� BIT. CONC. PAVEMENT TYPE 1-1 „ p: Z „ 1-1/2” TOP COURSE 2 BITUMINOUIS CONCRETE v Z 0 -9 31-6 „ MODIFIED TOP' COURSE _ Z OVER 2 BINDER COURSE F_ TACK COAT W TACK COAT AS DIRECTED 0 Z STEEL BEAM PRIME COAT " J O ( ) 2 BIT CONCRETE �U —� RAIL TYPE SS 6" 8" o5ppp8p o• BASE COURSE Dw BACK-UP PLATE °p°o. °°o�'o,.00'•' � Ix V SEAL JOINT WITH " • .. PRIME COAT ' MIN. TACK COAT - 6x6 WOOD BLOCK 12 COMPACTED GRANULAR FILL AS DIRECTED 04 V-2" LONG ' MIN. 2" COLD PLANE WITH -1 ' SUITABLE SUBGRADE 2" BITUMINOUS CONCRETE HEX NUT W/ROUND MODIFIED TOP COURSE WASHER (STEEL) EXIST. BIT CONCRETE O _1 5/8" RAIL BOLT 16" LONG 000 SUBBASE PER cPo°po �°o°O 6"x8" PRESSURE TREATED L 1 C`' 1 PER POST, MIN. 2" THREAD Lip SALEM STANDARDS °O° 6' 0°00o EXIST. SUBBASE STANDARD DUTY PAVEMENT SECTION 1 WOOD POST N.T.S. 0 0 1 opo° PARKING LOT o ° \ -°1O� 0000 SUBGRADE CURB NOTE: ROADWAY CONSTRUCTION A T TRADERS WAY 1. REFER TO MHD CONSTRUCTION STANDARDS 401.7.0, 401.8.0 AND 401.10.0 FOR ADDITIONAL INFORMATION. N.T.S. 2. POSTS SHALL BE SET IN SLEEVES OR OTHER SUCH MANNER SO AS NOT TO BE FORCED THROUGH ANY LAYER OF GEOGRID. THE GEOGRID SHALL BE HANDCUT BIT. CONC. PAVEMENT TYPE 1- 1 SO THAT SETTING OF THE POSTS WILL NOT DISTURB 1-1/2" TOP COURSE THE GEOGRID. OVER 3-1/2" BINDER COURSE GUARD RAIL DETAIL TACK COAT PRIME COAT Oo p, N.T.S. ° O08p 0000. a o.°' . oo• , o- o,.o• 12" ICOMPACTED GRANULAR FILL SUITABLE SUBGRADE WIDTH AS PER PLANS HANDICAP PARKING SIGN AS HANDICAP PARKING SIGN AS " PER LOCAL CODE PER LOCAL CODE " x6° W.W.F. (1.4x1.4) 2 2'-0" MIN. URB 2'-0" MIN. URB HEAVY DUTY PAVEMENT SECTION - N.T.S. X.. - - - I to ^,—Of, O ^,—Off BANK RUN 2- PAINTED WHIYE O.C. PAINTED WHITE O.C. SAND CUSHION 3000 PSI CONCRETE STRIPE ® 45' 4" PAINTED STRIPE ® 45' 4" PAINTED NOT FOR CONSTRUCTION COMPACTED SUBGRADE WHITE LINE WHITE LINE �p (TYP.) o (TYP ) THESE PLANS WERE PREPARED FOR THE 1 1 PURPOSE OF OBTAINING STATE AND LOCARE NOT NOTE: CONSTRUCTION JOINTS ARE TO °D NTENDEDATO BERUSED ASNCONSTRUCTION BE AT 6' INTERVALS 24" 24" DOCUMENTS. i I r EXIST. ROADWAY TRANSITION SECTION=6'-0" PROPOSED SECTIONS OF CONCRETE SIDEWALK DETAIL TO MEET EXIST. ROADWAY GRANITE CURB. N.T.S. CURB TO BE FLUSH WITH EXISTING ROADWAY 6" REVEAL VAN HANDICAP SPACE DETAIL STANDARD N.T.S. GUTTER LINE &--Z EDGE OF ROADWAY END TO FIT vr SQUARELY AGAINST ADJOINING CURB URB CURB TRANSITION CURB AT LIMIT OF WORK DETAIL N.T.S. ' 9 -0" i 10'-0" O.C. O.C. -� FINISH GRADE 4" PAINTED 6" DIA. SCH. 40 STEEL PIPE c0 /011/ FILLED 'W/CONC. PRECAST CONCRETE CURB 1 - � �j 4 � " 1 PAINTED 6" a WHITE LINE o� WHITE LINE PAVEMENT AND SUBBASE FINISH GRADE (TYP.) 10 (TYP.) 6' /�j�/� _� �' P COINC. ENCASEMENT 1 D 6 MIN. • - 18„ D •Q: • . O � D, No. Dote Description s�• D _ ReVfs10M :v.• cD D D • D CEM. CONC. SEE O :Op 1 STANDARD SPACE DETAIL CONTRACTOR SPACE DETAIL BOLLARD DETAIL MHD STD. 106.3.0 '1 .lJl1' SUITABLE SUBGRADE N.T.S. N.T.S. Ilkswn ft ceaa g► wpprarad By COMPACTED GRAVEL N.T.S. f5Mf3 5M6 BORROW BASE PRECAST CONCRETE CURB --,A OF N.T.S. HN J. cn p SHIPS CIVIL 0 o.36 04� 9F��ST��o A EXISTING bNAI. ' r BERM=116.5' EXISTING SLOPERAISE EXISTING SAFETY C GRATE BOLTED TO EXISTING STRUCTURE 30" RCP ADD 2' CONC. SECTION _ EXISTING 4. • 6' O.D., 4' I.D. 1' SAFETY GRATE • GRATE BOLTED TO 6" TO EXISTING o STRUCTURE CONSTRUCTION JOINT RIZZD ASSOCIATES, INC. ° El PROPOSED 24" ENGINEERS AND ENVIRONMENTAL SCIENTISTS ° PROPOSED O ° o 1' 24" ORIFICE 235 West Tel: (508) 65Central401 Fax:: Natick. (508) 651-1189 • f----- VARIABLE 0 LA BOTTOM OF BIT. CONC. 3,000# CLASS B PORTLAND CEMENT CONCRETE o DETENTION ROADWAY SURFACE WIRE MESH REINFORCEMENT o 5� MIN TOT PLAN 4'-0" Q•' POND=110.0' N ° 8 MAX TO TOP OF SIGN " 6" REVEAL I:_ - --I(MIN. SPACING 6"x6"-W2.9xW2.9) d ° � 30 RCP „ � }. ° 6 1 ° 00 OUTLET 14" °a •0 • ' o•o•o•O•o•o 6"GRAVEL SUB-BASE o a • f 1 Proi ect TRI , o - PARKING r o 'o.'o 'o 'o ' o '0 '0 . 0.0.0 .0► EL 115.8 omeDee po t .o o .o .o .o .o °0 . 0.0.0 .0 ,. *NOTE: ADD 2 CONC. SECTION 1 � 1 AND GRATEVAN ACCESSIBLE SIGNS SHALL Salem, MA 11 1 N — T T� % INCLUDE THE WORDS "VAN—ACCESIBLE" EL 113.8 _ MONO LI S.- B & WALK SECTION A A ° ate, TYPICAL HANDICAP SIGN DETAIL 2'-0' TWELVE EXISTING N.T.S. i ° \�\�\ . L6"1 3 DIA. 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L41 4s3 4 t. PA 1 •A ;4A +JA 4. 41 3.P P3 Lithonia Lighting Notes Hi-Tek Division 1> All readings are based on a LLF of .75 at grade. P.O. Box 72 -- � - 2> Refer to 'luminaire locations' for mounting heights. CraWforelsville, Indiana 47933 LUMINAIRE SCHEDULE Rizzo ASSOCIATES, INC. Symbol Label Qty. Catalog Number Description Lamp Lumens LLF ENGINEERS AND ENVIRONMENTAL SCIENTISTS 235 test Central Street. Natick, MA 01760 • A 11 KVS3 1000S R5 VERTICAL LAMP, CUT-OFF 140000 LM LAMP 280000 0.75 Tel: (508) 651-3401 Far: (508) 651-1189 LUMINAIRE • B 12 KVS3 10005 R5HS VERT LAMP, TYPE V ONE 1000-WATT HIGH CUT., HS SHIELD PRESSURE SODIUM, VERTIC 1401000 0.75 n C 4 TWH 250S GLASS REFRACTOR 250 WATT HPS 27500 0.75 WALL-PAK Project Title Home Depot Salem, MA heet Title Site Lighting Plan i Scale: 11=-V Sheet No. Job No.: $845.41 File Name: }${�� f Date: 12!22198 10 r �� 3 - . - f --� .. � � -, __. .II , _` - � -. --.._.l..,ra............�.._ ...�. , - -- -- - - - -_ .- ,...� .,,�,.�.._..... ,....... -" .-r . . i i .. H � � _i .��.� . �- ..� � - :::�. : - .' • -... . . : ^�:. ' �s. . ) ...-, �._ � � --I" •.w.♦ I . _ - _ _ _ _ _ _ 4 '3' _ _ _ � I _ _ - -_" _ :. - . . f , - � . . _ � {. 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' :. � -: GREEN VINYL-COATED .. _ - : - � � _ . ,:referenced Architect dnd is rQt.•to,bg usEd '- - GREEN LINK FENCE - _ � far.any purPos@r other-than•the,�peclt+$ � '', project anad ite Homed t,erern, a+,4 trar+not • EXIT VESTIBULE LUMBER VESTIBULE - to reproduced in ony•(nontl4r isrtfhout tke ENTRY VESTIBULE DECORATIVE MASONRY express`rritten permisslm from the Archltlect . COLOR BEIGE • 3 DATE. o>sdzIPTIoN - - FRN -'OA RwiN REco 0 T ELEVA110N _ .. ` .10/01198 RELEASE Fo SITE A2.0 SCALE: 1/16 s .�'_p" t _ . -PLAN APPLI AT10N -•`` � - -- METAL GUTTER _ ". +' .. ,• F.., , '. •. COLOR—BEIGE _ � . . : . � , g` DIA. OWNSP U D - - COMS BEIGE METAL GNU�R DECORATIVE MASONRY M • COLOR -BELLE _ COLOR-BOLE DECORATIVE MASONRY :. COLOR-BEIGE - ' L .-. ,zase•a.aas-_m sas is_ataas.a lm3z a3.•37.a•tO03.3xmL,,.L3'azza2'-.'a.i_z.=-atst,aas-i•s._.. _O_ • _ .__ - .. ISIOXRE�QRDiORAaOii----3aaL ------ — RETWALL -----------ss _ --za . _ EL 124'-0 N0. 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D D D D _— M. �,J-/'' Vii'/ ,� �jYY',�• >�r�X��.f,ki l' SrCr'X �.� v lY KSS x.Y~. � \> R, ,Y w'• ',T'r > a'`� x t. .M• �� -. - • RETAINING WALL -- - — - 4 1. — __ xr r \ ' :r, �x ✓ ,r^ >' , >,, ,v`, 'y f':•'�r '.�� a ., PR/XC/P/4L IX CHARGE . - r-=-___ �-- -- -- ---- i J;'� /S J ! 1'�r'�',. �{ >'S r Y .'K"' x R i•i..')S �•r,• [y _- ..l• .'•1; -l>x,Tr" •x 1. 1 {r{ Yy JS•`r �L X'.''t.R J' '�:/ _ ✓ _ JF ._ Ia >-Ti '� �•rS. r• "r'. X X K\•,i R> • fes '\ - __ , _ FINISH ftooR MARTIN A GRfENBERG. EL: 100'-0' . -, --_ _ ' ----- ( SITE DEVELOPMEKI' GREEN VINYL-' COATED DECORATIVE MASONRY CHAIN LINK FENCE COORD/XA1>QR .. L MCCARTHY t COLOR-BEIGE r t PROJECT MANAGER ARCH PM f , QUALM CONTROL 5 RIGHT' SIE ELEVATION ,420SCALIE: 1/16 PROVECT NAME < HOME DEPOT U$k INC. STORE:NUMBER .. xxxx SALEM : E - , ' AS TTS , SACRUSE k: ROUTE 107 AND TRADER'S WAr u + SURFACE MTD LIGHT FIXTURE UNE OF:ROOF BEYOND = _ _ __ - x•a.-:. _ -- ..w. +w.5, - ti METAL CAP A RING DECOR ATI AS COLOR-BEIGE MM pp RRYY .- COR BEfGE • T.O. WAL • E 128 — — --- --.._ - - LUMBER CANOPY A14fl s ' • VESTIBULE BEYOND C3 13 • D TOP of CONC. COLUMN d -EL. 112'-6' Fml ooR ,ROME DEPOT PROTOt rPE CODE 04 FIN. FLR. ou ' '--,. EL 100'-G" EL. f 00-0' > of milli PRpVECT 1VUMQEA ' PLAN NING:. BOARD ... ' ....:`9�'0759D2 K7%\LEFT SIDE ELEVATION - APPROVED 'SNEEr rIrLE r A2.0SCALE: 1/160 = 1'-0' RELIT ill LAN S ITE P _ P VARY ELEVATIONS V11- : lip r SHEET9L IrUMBER lk : WK f• _ , — y ,r Y T#. _