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450 HIGHLAND AVENUE - ZBA 450 HIGHLAND AVENUE BPD �D i Legal Notice -----------V CITY OF SALEM BOARD OF APPEAL 745-9595 Ext 361 Will hold a public hearing for all persons interested in the petition sub- mitted by APD ENGINEERING requesting a Special Permit to Wend a nonconformity,and a Variance from side yard setback to construct an addi- tion for property located at 450 HIGH- LAND AVENUE BPD.Said hearing will be held on WEDNESDAY,SEP- TEMBER 21,2005 AT 6:30 P.M.,120 WASHINGTON STREET, 3RD FLOOR,ROOM 313. Nina Cohen Chairman .(9/7,14) k CITY OF SALEM9 MASSACHUSETTS BOARD OF APPEAL i 'r ur AL LM. P1A CLARK'S OFFICE 120 WASHINGTON STREET, 3RD FLOOR .- SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 MAYOR FAX: 978-740-9846 2005 OCT _S P ': IO DECISION OF THE PETITION OF APD ENGINEERINGREQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 450 HIGHLAND AVENUE BPD A hearing on this petition was held on September 21, 2005 with the following Board Members present: Nina Cohen, Richard Dionne, Nicholas Helides, Bonnie Belair and Robin Stein. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Special Permit to extend a non-conformity and a Variance from side setback to construct an addition for the property located at 450 Highland Avenue located in an BPD zone. The provisions the Salem Zoning Ordinance which is applicable to the request for a Special Permit is section 5-3 0), which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits. for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extent expansion of nonconforming lots, land, structures, and uses, provided, however, that such change extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Variances which have been requested may be granted upon a finding of the Board that: A. Special conditions and circumstances exist which especially affect the I and, Building or structure involved and which are not generally affecting other lands, buildings or structures in the same district. B. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner. C. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the of the Ordinance I DECISION OF THE PETITION OF APD ENGINEERING REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 450 HIGHLAND AVENUE BPD page two The Board of Appeal, after careful consideration of the evidence presented, and after reviewing the plans makes the following findings of fact: 1. The current use of the property is an existing Wal-Mart Store located at 450 Highland Avenue in a BPD zone. 2. The Petitioner is seeking to allow a 400 square foot addition to be built for the proposed produce cooler. A variance is also required for a side setback. 3. A Special Permit is also required because of the rezoning of this district in Business Park. 4. Plans were submitted showing the proposed addition. 5. There was no opposition to the proposed plans. On the basis of the above findings of fact, and on the evidence presented at the hearings the Zoning Board of Appeal concludes as follows: 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Ordinance would involve substantial hardship on the petitioner. 3. The relief requested can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the ordinance 4. The Special Permit granted can be granted in harmony with the neighborhood and will promote the public health, safety, convenience and welfare of the city's inhabitants. Therefore, the Zoning Board of Appeal voted, 5 in favor and 0 in opposition to grant the relief requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations 2. All construction shall be done as per the plans and dimensions submitted and approved by the Building Inspector. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. S o DECISION OF THE PETITION OF APD ENGINEERING REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 450 HIGHLAND AVENUD BPD page three 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finishes of the construction shall be in harmony with the existing structure 6. Petitioner shall obtain a Certificate of inspection. 7. Petitioner shall obtain approval from any City Board or Commission having jurisdiction, including but not limited to the Planning Board. Special Permit &Variance Granted September 21, 2005 Robin Stein C Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision if an shall be made pursuant to Section 17 of the PP Y. Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal BART OLOMEW STPD ROGHRD OLDE Q 20 4l0 8,0 1�0 ALEM GREENS \% SPRING POND PROPOSED CONVENIENCE ADDITION Graphic Scale: l"=40'TO � oP 1� � = 3� Ayc WAL= MART STORE # SHEET INDEX o s� psco 2640 1 . C S Overall Site Plan OND PROJECT 9° SALEM, MA 2. ES 1 Site Map for Erosion jF`A"pQ�P srrE a 450 HIGHLAND AVE. Control (Phase 1 of 2) �� T o Qy ESSEX COUNTY, MA 3. ES 2 Site Map for Erosion • Control (Phase 2 of 2) r �5 4. C1 Site, Grading & Utility Plan LOCANT.T.S. TC" i 5. C2 Notes & Details Revisions: Date: ♦♦ 1 GENERAL PLAN REVISIONS 3/30/05 ♦♦ h�� DENSITY REGULATIONS 2 REVISED SHEET INDEX 5/5/05 ZONING DISTRICT: BUSINESS PARK DEVELOPMENT 3 ♦ REQUIRED PROVIDED 4 ♦ MIN. LOTAREA: 40,000 S.F. ±606,490 S.F. s„ ` s�\ MIN. LOT WIDTH: 150 S.F. 337 S.F. (MIN) 5 ♦ s.. MAX. LOT COVERAGE BY BLDG.'S: 45% ±18.64% �� MIN. DEPTH OF FRONT YARD: 50 ±210' 6 ♦ MIN. DEPTH OF SIDE YARD: 30 ±15' ♦ MIN. DEPTH OF REAR YARD: 50 ±612' 7 MAX. HT OF BLDGS (FI) 50 ±30' , MAX HT OF FENCES(FT) 10 ±8' 8 ♦♦ OPEN SPACE PB N/A 9 ♦ LOT COVERAGE BY BLDG.'S EXISTING WAL-MART BLDG.: ±96,232 S.F. �w ore ss s>,`So4 EXISTING GARDEN CENTER: ±4,015 S.F. STs~ ti PROPOSED COOLER: ±395 S.F. i \ > ♦ RETAIL SHOP: ±2,100 S.F. o.aau3 N RETAILSHOP: ±3,232 S.F. 1 � RETAIL SHOP: ±3,591 S.F. RETAIL SHOP: ±3,471 S.F. TOTAL BLD SQ. FOOTAGE: ±113,036 S.F. Seal Seal ♦ SITE NOTES. PROJECT MANAGER DATE 1, EXISTING ZONING: BUSINESS PARK DEVELOPMENT PROJECT ENGINEER/ARCHITECT DATE R�gIL S '?100Sr7Op 2. EXISTING BUILDING: ±96,232 S.F. PROPOSED COOLER ADDITION: ±395 S.F. ♦♦ /?�q/ PROPOSED BUILDING: ±96,627 S.F. PROJECT DESIGNER DATE ♦ 0 323ZS.P 3. PARKING, / EXIST[ C% 448 SPACES S (4.1 SPACES/1000 S.F.) cop right ©2005 3SgrSP Op (INCLUDEt ii HANDICAP SPACES) LD=E_ -r- SPACES LOST DUE TO EXPANSION: 0 SPACES ♦♦ _ PROPOSED: Drawing Alteration >7 448 SPACES h Is a violation of law for any pa son,unless ac Ing under the direction of R�q/� a� (4.1 SPACES/1000 S.F.) licensed Architect,tact,Professional Engineer,Landscape Architect,or Land ,3 4j NOp o;1'ry' surveyor to after any ftem on this document In any way. r S. �� i^� t 5; 4. THE SETBACK LINES AND NOTES RELATED TO SETBACKS SHOWN Any icanseewho eters the document is re yYlrfo ioWalad et eas oinar°r WAL-MART #2640 her seal and to add the nota on•Altered B y y signature and the specific description of the alteration or revision. HEREIN ARE INTENDED TO SHOW APPLICABLE ZONING pec REQUIREMENTS OF THE CITY OF SALEM AS OF THE DATE DO NOT SCALE PLANS fie ♦ EXISTING BUILDING GROSS FLOOR AREA: ±96395 S.F. % +t t' OF THIS MAP AND ARE NOT INTENDED TO IMPOSE ANY Copying,Printing,Softwa a and other processes requiretl to produce PROPOSED COOLER ADDITION: ADDITIONAL RESTRICTIONS OTHER THAN SAID ZONING these pr itis can stretch or shrink the actual paper or layout. Therefore, AREA OF PROPOSED IMPROVEMENTS PROPOSED BUILDING GROSS FLOOR AREA: ±96,627 S.F. scaling of thla drawing may be Inaccurate. Contact APD Engineering (REFERTOSHEET DI REQUIREMENTS. with any need=net dimensions orelnrircations. 11) 09 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS �q AND SPECIFICATIONS FOR ALL BUILDING AND CANOPY PROPOSED COOLER ADDITION ti ti DEMOLITION AND FOR EXACT LOCATION AND DIMENSIONS (REFER TO ARCH. PLANS) 0:' OF PROPOSED ADDITIONS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS,AND EXACT UTILITY ENTRANCE LOCATIONS. do APD Engineering 3445 Winton Place-Suite 208 Rochester,NY 14623 585.273.0273 585.273.0276.fax �-9lFy ♦ O ,1� O www.apd.com 0 �y� Wal-Mart Store #2640 Salem, MA NOTES: Convenience Addition 450 Highland Ave. 1. ALL EXISTING BUILDING, SITE, GRADING AND UTILITY INFORMATION SHOWN ON THIS PLAN IS REPRESENTED Salem, MA 01970 fro S�ib� BASED ON USE OF THE LISTED REFERENCES. so,oo°'f Essex County, MA 2. APD ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED p82 N04-1030 APD N04 0234 ♦ SITE IMPROVEMENTS RELATED TO THIS BUILDING EXPANSION. ♦ APD ENGINEERING DID NOT PERFORM THE ORIGINAL SITE DESIGN Project Name & Location: OR SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING SITE CONDITIONS OR FEATURES THAT WERE DESIGNED AND BUILT REFERENCES: PREVIOUS TO THE PREPARATION OF THESE PLANS. Overall Site Plan ♦ ♦ 3. THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPROVAL, FOR 1. BOUNDARY&PARTIAL TOPOGRAPHIC SURVEY PREPARED BY HANCOCK ♦ �a ALL PROPOSED TEMPORARY CONSTRUCTION STAGING AND WORK ASSOCIATES,TRANSFERRED ELECTRONICALLY ON 3/7/05, / AREAS, FROM ALL REQUIRED MUNICIPAL DEPARTMENTS, Drawing Name: PRIOR TO COMMENCEMENT OF SAID STAGING OR CONSTRUCTION. 2. EXISTING SITE DEVELOPMENT PLANS PREPARED BY PATROWICZ LAND DEVELOPMENT - NOTE: Project No. ' 4. ANY EXISTING STRIPING WHICH IS TO REMAIN IN PLACE AND WHICH ENGINEERS DATED 12/1/97, HAVING DRAWING NAME: 'SCENARIO-F PRELIMINARY SITE PLAN", r I Date: 3/7105 ♦♦ .� ` 1. THE SITEWORK FOR THE WAL-MART PORTION OF MAY BECOME OBSCURED OR DAMAGED DUE TO THE CONSTRUCTION 3. BUILDING PLANS HAVING NAMES"A I"'OVERALL FLOOR PLAN', 'A 1.1" "FIXTURE PIANS& i THIS PROJECT SHALL MEET OR EXCEED THE MAL-MART OF IMPROVEMENTS,SHALL BE REPLACED AND/OR REPAINTED 04-0234 DETAILS', "A 1.2"'FIXTURE PLANS&DETAILS', 'A 1.3"COOLER/FREEXER DETAILS',-D t' j' STANDARD SITEWORK SPECIFICATIONS' AS NECESSARY. 'PARTIAL DEMOLITION PLANS&DETAILS', DATED 17/05, PREPARED BY PB2 ARCHITECTURE % Type: &ENGINEERING AND TRANSFERRED ELECTRONICALLY ON 2/8105. l 2. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS 5. ANY EXISTING PAVEMENT WHICH IS REMOVED DURING CONSTUCTION, yP ♦♦ r SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES OR PROPOSED PAVEMENT,SHALL MATCH EXISTING PAVEMENT 4. SITE VISIT(INCLUDING PHOTOGRAPHS TAKEN DURING VISIT) PERFORMED BY APD ENGINEERING ON 3/16/05. POSSESSION AND THE FINAL CONNECTION OF SERVICES SECTIONS, UNLESS NOTED OTHERWISE. Drawn By: SLB CS Scale: V = 40'40 Drawing No. 24x36 ':IM'u MAINTENANCE NOTES: n r� /E 7 MA BO ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE Y 30 6O 1 �O1 O - ql gOGgqO OLDE / NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE _ N » ,1 ,, BART OLQMEW ST �. STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY LEM FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF CONSTRUCTION SEQUENCE JAN EB M APR MA JUN JUL AUG SEP OCT NOV DEC JAN FEB MARIAPRIMAYlJUN GREENS Graphic Scale: 1"=60' WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION RoucH GRADE / SEDIMENT CONTROL %' SPRING POND CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE %FCT S TEMPORARY CONTROL MEASURES `1 E' EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5"RAINFALL o EVENT,AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: STRIP x STORM FACILITIES STOCKPILE TOPSOIL 'o N56�� '` , ` "' '\. v �� -g) /3 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF TEMPORARY CONSTRUCTION ROADS THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. FOUNDATION/BUILDING CONSTRUCTION9 <~ � SITE CONSTRUCTION �-+ r- �� . 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT CONTROL STRUCTURESPROPOSED O Ci \ 0 MAINTAINED.AREAS SHOULD BE FERTILIZED,WATERED,AND RESEEDED AS NEEDED. " I �Ty \ PROJECT 90 / FINISH GRADING - r ° N '>F + BOUNDARY ONE (NOT USED) , ) \ " , FLAX POND J� SITE LANDSCAPING/SEED/FINAL STABILIZATION RIGHT OF WAY UNE(NOT USED °° ' ' � a �Q' 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. ) ' _S A Q SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE � ^ . . - OMITS OF DISTURBANCE "' •� '`� , 5� P5 NOTEr SEE SITE PLAN SHEET C1 FOR THE HEIGHT OF THE SILT FENCE. z,` GRADE BREAK(NOT USED) LOCATION SKETCH c �9sTF pP EXISTING LEGEND SYMBOLS 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL * 54 . CONTOUR ELEVATIONS N.T.S. y� q PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE ST - STORM DRAIN FSTNU 29L� 5,\ PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. X.XX a TSr + .�). DIRECTION OF OVERLAND FLOW W/GRADE y 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION ` ACR EAG E EROSION&SEDIMENTATION CONTROL DETAILS CAN BE FOUND (SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING ♦ ` LOCATION SKETCH U M MARY ON THE NOTES & DETAILS SHEET(C 2). EROSION CONTROL DETAILS ,� OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. ♦ S LIMITS OF DRAINAGE SUB-BASIN ARE WAL-MART STANDARD DETAILS EXCEPT FOR THE INLET I (AREA OF DISTURBANCE) - IN ACRES (NOT USED,LIMITS OF DRAINAGE N.T.S. PROTECTION (IP3). 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN `, =PARCEL BOUNDARY - - OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT IMPERVIOUS AREA t 0.035 Revisions: Date: BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. SEEDED AREA ±0.015 O EROSION DETAILS DEVICE GENERAL EROSION NOTES 1 GENERAL REVISIONS 4/20/05 TOTAL DISTURBED ±0.035 Av AV (NOT N USE WITH THIS APPLICATION) ♦ ,� A THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS 2 ADJUSTED GRADING PER COOLER PAD ELEV. 6/27/05 a CD DRAWING("SITE MAP'),THE STANDARD DETAILS,ATTACHMENTS INCLUDED DEVELOPER OWNER: ® (NOT(IN USE WITH THIS APPLICATION) IN SPECIFICATIONS SECTION 02370. 3 z o STORMWATER OUTFLOW ryh `, WAL-001 MAR 10TH ES INC " o CE (NOT TEMPORARY WITH THIS APPRUON EXIT B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER 4 PO:LUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER FLOWS INTO EXISTING STORM MAIN THAT FLOWS TO THE , BENTONVILLE, AR 72712 DD TRIANGULAR DIVERSION DIKE POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. FOREST RIVER APPROXIMATELY 0.5 MILE EAST. THE �, ♦ 479-273-4000 (NOT IN USE WITH THIS APPLICATION) 5" FOREST REIVER TRAVELS APPROXIMATELY 1.8 MILES SITE OPMMR/GENERAL MKIIIIACIM. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY NORTH EAST TI THE SALEM HARBOR WHICH OPENS ` DS DEWATERING SYSTEM/STRUCTURE � ` �"- (NOT IN USE WITH THIS APPLICATION THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED TO THE ATLANTIC OCEAN. SUPERINTENDENT: ) AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT s SF TRIANGULAR SILT DIKE ALL PHASES OF CONSTRUCTION. 7 �` ♦ S T ST TEMPORARY SDEIMENT TRAP D. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM ♦ ,, (NOT IN USE WITH THIS APPLICATION) TO FEDERAL,STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE,AS S ® APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED IPI BLOCK AND AGGREGRATE INLET SEDIMENT BY PERMITTING AGENCY OR OWNER. FILTER(NOT IN USE WITH THIS APPLICATION) 9 s"bso E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY M/v�nn IP3 GRAVEL AND WIRE MESH INLET SEDIMENT CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS \ ♦ ® FILTER(SEE DETAIL ON SHEET C2) MUST BE MAINTAINED ON SITE AT ALL TIMES. IP5 GRAVEL CURB INLET SEDIMENT FILTER F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL y! (NOT N USE WITH THIS APPLICATION) OR AS REQUIRED BY THE GENERAL PERMIT. SN of 6,ir,S ;(, ; ♦s g e �, ® IP6 SILT FENCE INLET PROTECTION 51� G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING 5' S (NOT IN USE WITH THIS APPUCATION) STEV N u, rAM1t AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 0 ' f`Wl3 SS SILT SACK INLET PROTECTION MAINTENANCE AND CLEANING AREA,EMPLOYEE PARKING AREA,AND AREA O y' +' ' P/' FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES. a 1 % OUTLET PROTECTION RIP-RAP PAD .43163 ) H. ALL WASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING,EQUIPMENT GIsTE- / �•;�`1 /' \ a / ` / OPI (NOT IN USE WITH THIS APPLICATION • ` \'' % SS ft ECL PERMANENT EROSION CONTROL LINING CLEANING, ETC.)SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. �SjONAL E (NOT IN USE WITH THIS APPLICATION) I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS Seal Seal --- SB TEMPORARY SEDIMENT BASIN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND 4 ) (NOT IN USE WITH THIS APPLICATION) CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. PROJECT MANAGER DATE N1\46 + 1123J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND "P� O EROSION NOTES OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. � PROJECT ENGINEER/ARCHITECT DATE PROPOSED LOCATION OFJOBSITETRAILER "����°° `--- '++ '„n WAL-MART#2640 &CONSTRUCTION STAGING AREA v, ^., P S PS PERMANENT SEEDING K RUBBISH,TRASH,GARBAGE,LITTER,OR OTHER SUCH MATERIALS SHALL � ( (THIS AREA IS EXCLUDED FROM THE SHIM&OVERLAY AREA EXISTING BUILDING GROSS FLOOR AREA ±95,232 S.F. BE DEPOSITED INTO SEALED CONTAINERS.MATERIALS SHALL BE PREVENTED LO.D.CALCULATIONS) PROPOSED COOLER ADDITION: -395 S.F. FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER _ TPS DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. PROJECT DESIGNER DATE PROPOSED BUILDING GROSS FLOOR AREA: :BB,B27S.F TPS TEMPORARY PARKING AND STORAGE TRIANGULAR SILT DIKE V ."„�` � (REFER TO DEfAIU CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED LIMIT OF DISTURBANCE AND SPECIFICATIONS FOR ALL BUILDING AND CANOPY PROVIDE BARRICADE AT ALL ENTRANCE UMIT OF DISTURBANCE `q, a :;aa:,..`\` _ TRIANGULAR SILT DIKE DEMOLITION AND FOR EXACT LOCATION AND DIMENSIONS G O ON THIS PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE. (TOPSOIL 8 FILL STOCKPILE LOCATION) a( ``� �„��� \``, (REFER TO DE'AIL) OF PROPOSED ADDITIONS,EXIT PORCHES,PRECISE BUILDING r LOCATIONS W10 TEMP STONE (REFER TO DETAIL) 'tE. ,` ae _ DIMENSIONS,AND EXACT UTILITY ENTRANCE LOCATIONS. CONSTRUCTION EXIT(NOT USED) M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS Cop right © 2005 4/ h STOPPED FOR AT LEAST 14 DAYS,SHALL BE TEMPORARILY SEEDED.THESE „„De� W / / AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST _ o CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 0 Drawing Alteration * NOTE: N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS It is a violation of law for any person,unless acting under the direction of licensed Architect,Professional Engineer,Landscape Architect,or Land ``` ` ♦ PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED.THESE AREAS Surveyor to alter any item on this document in any way. SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION 1. ALL STOCKPILED TOPSOIL AND/OR FILL SHOULD ONLY BE STORED Any licensee who alters this document re required by law to is o his or ACTIVITY OCCURRING IN THESE AREAS.REFER TO THE GRADING PLAN AND/OR o� IN THE DESIGNATED AREA AND SHOULD BE COVERED WITH A TARP LANDSCAPE PLAN, her seal and to add the notation"Altered eye followed by his or her ,p /y signature and the specific description of the alteration or revision. AND WEIGHTED TO PREVENTTOPSOIL FROM ERODING OR BEING ( r"b 0 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION I DO NOT SCALE PLANS TRACKED OUTSIDE OF THE DESIGNATED AREA. ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT eo 2. CONTRACTOR TO USE EXISTING ASPHALT DRIVE FOR ACCESS. copying,Printing,software and omen processes required to produce OR MUD,THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER these prints can stretch or shrink the actual paper or layout. Therefore, • A PUBLIC ROAD.IF WASHING IS USED, PROVISIONS MUST BE MADE TO scaling of this drawing may be inaccurate. Contact APD Engineering jig CONTRACTOR TO ENSURE SILT&MUD IS NOT TRACKED ONTO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED with any need for additional dimensions or clarifications. ,16 / ADJACENT R.O.W.'S OR PARCELS. OFF THE SITE. 111 I 3 PLAN ACTAND IOR NOT TO N NO CASE DISTURB 5 AC.ADD THE LIMITS ANY ONE TIME. ONTO ON P. ALL MATERIALS SPILLED,DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. xPo 4. IF WORK IS DETERMINED TO BE NEEDED WITHIN 50'OF WETLANDS, CONTRACTOR TO INSTALL ORANGE CONSTRUCTION Q CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING \\\\\\\ 230 r"9�� a FENCE AROUND WETLAND AREA. SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH SS \4, 5. CONTRACTOR TO STABILIZE AREAS IMMEDIATELY AFTER GRADING THE STABILIZATION OF THE SITE. a IN THAT AREA IS COMPLETE. R. ON-SITE&OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED 6. TOPSOILTO BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST APD Engineering 30% / m POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN MANAGEMENT PRACTICES.STOCKPILE AND BORROW AREA LOCATIONS SHALL BE g b *�\ g J� NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT 3445 Winton Place-Suite 208 ° � �„"--••: ' THE VICINITY THAT PRODUCES HEAVY GROWTH. TOPSOIL SHALL REQUIREMENTS. Rochester, NY 14623 4 3p° „_.,,J ,(V\ HAVE A pH RANGE OF 5.5 TO 7.4 PERCENT, FREE FROM SUBSOIL, S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING I-I \ \ ♦ : OBJECTIONABLE WEEDS, LITER, SODS,STIFF CLAY, STONES LARGER PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 585.273.0273 I -I !....... MtiB \ \ IN Q THAN 1-INCH IN DIAMETER, STUMPS, ROOTS,TRASH,TOXIC 585.273.0276.fax N 11103 (�� 1T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, w ..apd.com SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL ti...,, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION �p TO PLANT GROWTH OR HINDER PLANTING OPERATIONS. TOP SOIL CONTROL MEASURES(SILT FENCES,STRAW BALES,ETC.)TO PREVENT EROSION. PROPOSED LOCATION OF • SHALL CONTAIN A MINIMUM OF TWO PERCENT ORGANIC MATERIAL Wal-Mart Store #2640 �,.....' & CONSTRUCTION STAGING AREA. ' e VERIFY AMOUNT STOCKPILED IF ANY,AND SUPPLY ADDITIONAL AS U. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND Y1 (THIS AREA IS EXCLUDED FROM THE y 3P NEEDED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Salem, MA L.O.D. CALCULATIONS) OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN TOPSOIL FROM BOGS QRMARSHES. Convenience Addition �r ti LIMIT OF DISTURBANCE 450 Hi hland Ave. 9 \ \ (TOPSOIL & FILL STOCKPILE LOCATION Salem, MA 01970 --_. III-I I ���\ I a (REFER TO DETAIL) 11111_ SEQUENCE OF CONSTRUCTION Essex County, MA E SHIM & OVERLAY AREA , �� PHASE PB2#04-1030 APD#04-0234 \ CONSTRUCT THE SILT FENCES ON THE SITE. `/oZ �` \ \\ \\ i �\ I _I ♦ 2. INSTALL ALL INLET PROTECTION Project Name & Location: LIMIT OF DISTURBANCE 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CLEAR AND GRUB THE SITE. SITE MAP FOR EROSION 5. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. CONTROL (PHASE 1 OF Z)1!O �� 6. BEGIN GRADING THE SITE, REVISE SILT FENCE.II \\ \ REFERENCES: �� PHASE2 \ \ o1p 7, BRING LAWN AREA TO FINAL GRADE AND PERMANENTLY SEED. 1. BOUNDARY&PARTIAL TOPOGRAPHIC SURVEY PREPARED BY HANCOCK g, INSTALL UTILITIES,STORM SEWERS, CURBS &GUTTERS. Drawing Name: TRIANGULAR SILT DIKE \\\\\\� ASSOCIATES,TRANSFERRED ELECTRONICALLY ON 3/7/05. 9. PAVE SITE.ESITEFORPAVING. Project No. \\\\\\\\\\ \ 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION Date: 3/7/05 ) (REFER TO DETAIL) 2. EXISTING SITE DEVELOPMENT PLANS PREPARED BY PATROWICZ LAND DEVELOPMENT rr��q --- ENGINEERS DATED 12/1/97, HAVING DRAWING NAME: "SCENARIO-F PRELIMINARY SITE PLAN", CONTROL DEVICES (ONLY AFTER SITE S STABILIZED). O4'OLJ4 SITE ENLARGEMENT DETAIL 3 DETAILS "A 1.2BUILDING5"FIXTURE PLANS& DETAILS, A 1F3 'CHAVING NAMES"A 1" 'OVERLLOOOLER/FREEXER DETAILS',DNS& Type: 1"=30' 'PARTIAL DEMOLITION PLANS& DETAILS', DATED 1/7/05, PREPARED BY PB2 ARCHITECTURE & ENGINEERING AND TRANSFERRED ELECTRONICALLY ON 2/8/05. Drawn By: SLB ES 1 4. SITE VISIT(INCLUDING PHOTOGRAPHS TAKEN DURING VISIT) PERFORMED BY APD ENGINEERING ON 3/16/05. Scale: 1" = 60' Drawing No. 2436 MAINTENANCE NOTES: (� MARL � 7 �s",. ,� �tBp 0 SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE T 30 6O 1 �O 1 $O __ •` H GH OLDE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE s \ BART OLOMEW ST Rt)/ ♦♦ STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE NTH THEIR SPECIFIC PROJECT SCHEDULEy ALEM FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF CONSTRUCTION SEQUENCE JAN FEB MAR APR MA JUN JUL AUGSEP OCT NOV DEC JAN FEB MA APR MA JUN Graphic Scale: 1"=60' _ r GREENS WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION ROUGH GRADE / SEDIMENT CONTROL t SPRING POND CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE L'RcT sus TEMPORARY CONTROL MEASURES S11F EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5"RAINFALL ' P , / STRIP & STOCKPILE TOPSOIL \ 5 ♦♦ EVENT,AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: �t y "=J f) 'ITIESV 0 0 N5631 'r TEMPORARYSTORM CONSTRUCTIONROADS �• !`�� '{ u X v �\�� S -v �2 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF / THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. FOUNDATION/BUILDING CONSTRUCTION SITE CONSTRUCTION IY. r y"'^^ +-, � '� {:�\ 't;+ \` SC .' ♦ 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS PERMANENT CONTROL STRUCTURES PROPOSED '- I l �� / • MAINTAINED.AREAS SHOULD BE FERTILIZED,WATERED,AND RESEEDED AS NEEDED. FINISH GRADING - �►. 9 BOUNDARY UNE(NOT USED) ' y-e� ' '' FLAX POND PROJECT LANDSCAPING/SEED/FINAL STABILIZATION , C• SITE 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. RIGHT of WAY LINE(NOT use0) t I o �� • SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF . . . . LIMITS OF DISTURBANCE 7� NOTE r SEE SITE PLAN SHEET CI FOR THE HEIGHT OF THE SILT FENCE. ♦ GRADE BREAK(NOT USED) F � 9S� OP THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL � sa — CONTOUR ELEVATIONS LOCATION SKETCH EXISTING LEGEND SYMBO-S PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY,THIS MAY REQUIRE4. � ST � STORM DRAIN N.T.S. FST F9y PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. X.XX NEST 9LF 5� ♦ ':� •• �� DIRECTION OF OVERLAND FLOW W/GRADE �gS ♦ ��• 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION A C R E A G E EROSION&SEDIMENTATION CONTROL DETAILS CAN BE FOUND \6. ITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING , ON THE NOTES& DETAILS SHEET (C 2). EROSION CONTROL DETAILS THE TEMPORARY PARKING AS CONDITIONS DEMAND, S U M NA A R V LIMITS OF DRAINAGE SUB-BASIN LOCATION SKETCH ARE WAL-MART STANDARD DETAILS EXCEPT FOR THE INLET (AREA OF DISTURBANCE) - IN ACRES (NOT USED,LIMITS OF DRAINAGE • PROTECTION (IP3). TLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN • =PARCEL BOUNDARY) IMPERVIOUS AREA 10.035 RATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDI NT ` Revisions: Date: % BA S OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. SEEDED AREA ±0.015 O EROSION DETAILS GENERAL EROSION NOTES ANTI-VORTEX DEVICE 1 GENERAL REVISIONS 4/20/05 • TOTAL DISTURBED ±0.035 AV AV (NOT IN USE WITH THIS APPLICATION) • A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS 2 ADJUSTED GRADING PER COOLER PAD ELEV. 6/27/05 •• CD ROCK CHECK DAM DRAWING("SITE MAP"),THE STANDARD DETAILS,ATTACHMENTS INCLUDED ♦ /' �" DEVELOPER OWNER: ® IN SPECIFICATIONS SECTION 02370. ♦ y (NOT IN USE WITH THIS APPLICATION) z - STORMWATER OUTFLOW �o •• 001 SE IORT TH0STREETO o °O° CE TEMPORARYINUSEWTHTHISASTRUCTIONIXIT B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER (NOT IN USE WITH THIS APPLICATION) POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER 4 FLOWS INTO EXISTING STORM MAIN THAT FLOWS TO THE se DD TRIANGULAR DIVERSION DIKE POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. 5 $. s. 479-273-40 AR 72712 $. FOREST RIVER APPROXIMATELY 0.5 MILE EAST. THE • ♦ � 479-273-4000 �~ ` FOREST REIVER TRAVELS APPROXIMATELY 1.8 MILES • % (NOT IN USE WITH THIS APPLICATION) SITE orcuroa/etNreA ronuc oe: C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY NORTH EAST TO THE SALEM HARBOR WHICH OPENS DS DEWATERING SYSTEM/STRUCTURE TO THE ATLANTIC OCEAN. •• (NOT IN USE WITH THIS APPLICATION) THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED 6 SUPERINTENDENT: AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT �♦ SF TRIANGULAR SILT DIKE ALL PHASES OF CONSTRUCTION. •• f ST ST TEMPORARY SDEIMENTTRAP D. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM 7 lb ♦• (NOT IN USE WITH THIS APPLICATION) TO FEDERAL, STATE,OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE,AS 8 ♦ ` ® APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED IPI BLOCK AND AGGREGRATE INLET SEDIMENT BY PERMITTING AGENCY OR OWNER. FILTER(NOT IN USE WITH THIS APPLICATION) 9 Silo+ E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY 33 \� • /V~ 1P3 GRAVEL AND WIRE MESH INLET SEDIMENT CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS y ��// • FILTER(SEE DETAIL ON SHEET C2) MUST BE MAINTAINED ON SITE AT ALL TIMES. ♦♦ ® IP5 GRAVEL CURB INLET SEDIMENT FILTER F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL /6F g A y (NOT IN USE WITH THIS APPLICATION) ZH ORAS REQUIRED BY THE GENERAL PERMIT. kPs' • IP6 SILT FENCE INLET PROTECTION �' C d "" a • G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING S C N (NOT IN USE WITH THIS APPLICATION) AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT I C C SII SS SILT SACK INLET PROTECTION MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA,AND AREA " tlil OUTLET PROTECTION RIP-RAP PAD FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES. / 2 0P1 (NOT IN USE WITH THIS APPLICATION) H. ALLWASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING,EQUIPMENT aISTER`�� e� •• •q?I?„ ;, . �, . a SS ECL PERMANENT EROSION CONTROL UNING CLEANING, ETC.)SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 70N L T e °g`�.;:;` ' , ,,,••I (NOT IN USE WTFH THIS APPLICATION) '� J + _-u ` SB I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS Seal Seal 2 - /i' SB TEMPORARY SEDIMENT BASIN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND PROJECT MANAGER DATE III1`\ • (NOT IN USE WITH THIS APPLICATION) CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND • rq` -. OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION O EROSION NOTES OPERATIONS IS PROHIBITED. PROJECT ENGINEER/ARCHITECT DATE PROPOSED LOCATION OF JOBSITE TRAILER +� - w �^�, WAL-MART#2640PS PS PERMANENT SEEDING &CONSTRUCTION STAGING AREA \rte;'": �� K. RUBBISH,TRASH,GARBAGE,LITTER,OR OTHER SUCH MATERIALS SHALL �a. '6n (THIS AREA IS O.D.CALCULATIONS) THE - - `\;; SHIM 8OVERLAY AREA PROPOSED COOLER GROSS FLOOR AREA + 6,232 S.F. BE DEPOSITED INTO SEALED CONTAINERS.MATERIALS SHALL BE PREVENTED Lo.D.cALcuunorls) :. PROPOSEDcooDINGADDITION:GROSS !385 S.F. FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER PROPOSED BUILDING GROSS FLOOR AREA: 386,627 S.F. TPS TRIANGULAR SILT DIKE 4 -., _ `-\ �`'��`'. � TPS TEMPORARY PARKING AND STORAGE DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. PROJECT DESIGNER DATE (REFER TO DETAIL) CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED UNIT OF DISTURBANCE AND SPECIFICATIONS FOR ALL BUILDING AND CANOPY LIMIT OF DISTURBANCE k.`q, i `: � _ PROVIDE BARRICADE AT ALL ENTRANCE ONTHIS PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE. (TOPSOIL&FILL STOCKPILE LOCATION) a `�����:"" TRIANGULAR SILT DIKE DEMOLITION AND FOR EXACT LOCATION AND DIMENSIONS + "�:: ` (REFER TO DETAIL) OF PROPOSED ADDITIONS,EXR PORCHES,PRECISE BUILDING 0 LOCATIONS W/0 TEMP STONE (IREFER TO DETAIL) �� DIMENSIONS,AND EXACT UTILITY ENTRANCE LOCATIONS.. ♦ CONSTRUCTION EXIT(NOT USED) M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS Copyright © 2005 r� STOPPED FOR AT LEAST 14 DAYS,SHALL BE TEMPORARILY SEEDED.THESE w DEQ AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST K . `- w m CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. _ Drawing Alteration h " b N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS It is a violation of law for any person,unless acting under the direction of licensed Architect,Professional Engineer,Landscape Architect,or Land PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED.THESE AREAS Surveyor to alter any item on this document in any way. �' • SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION Any licensee who afters this document is required by law to affix his or 2 • ACTIVITY OCCURRING IN THESE AREAS.REFER TO THE GRADING PLAN AND/OR o° .. LANDSCAPE PLAN. her seal and to add the notation"Altered By"followed by his or her ry \o signature and the specific description of the alteration or revision. 0. IFTHE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION DO NOT SCALE PLANS / / I ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT •• OR MUDTHEN TCopying,Printing,Software and other processes required to produce , HE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER these prints can stretch or shrink the actual paper or layout. Therefore, 129 A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO scaling of this drawing may be inaccurate. Contact APD Engineering INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED with any need for additional dimensions or clarifications. 46 I OFF THE SITE. , t P. ALL MATERIALS SPILLED, DROPPED,WASHED,OR TRACKED FROM VEHICLES `G�\ I soPo ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 23 0 / / 0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING y.90o /q •• SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE y\\\\\\\ I I / COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH RJ/ SS ` THE STABILIZATION OF THE SITE. uN'N� �/ �" •• k R. ON-SITE&OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED cavcREPE _ ,/ FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST APD Engineering (V MANAGEMENT PRACTICES.STOCKPILE AND BORROW AREA LOCATIONS SHALL BE l 111 l IIIII \ \ 1 ` — \/ ` y J NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT III 111111\ � 1 ��2.30% � - ' ;'�-•-�: III \\ \ � / B ;-• J REQUIREMENTS. 3445 Winton Place- Suite 208 4.30 / •` ;` J� S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING Rochester, NY 14623 585.273.0273 i.,,, i' ��J Q PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 585.273.0276.fax \ w=mm IP3 www.apd.com T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, •• e THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION PROPOSED LOCATION OFJOBSITETRAILER ` - , ��' CONTROLMEASURES(SILTFENCES,STRAWBALES, ETC.)TOPREVENTEROS]ON. Wal-Mart Store #2640 = „ ` Z" & CONSTRUCTION STAGING AREA. `� U. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, \ \ o or ` 4e THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND m I1- _\ \\\ \ I �•�-'moo (THIS AREA IS EXCLUDED FROM THE G� PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Salem,I, MA L.O.D. CALCULATIONS) ` y�Q Convenience Addition \\��\� \\\\�\ _ LIMIT OF DISTURBANCE _I :Po a�>� vp `� 450 Highland Ave. I1=1 �� ���\~\\ (TOPSOIL & FILL STOCKPILE LOCATION) O Salem, MA 01970 III�II II \�\0 (REFER TO DETAIL) \ �\ •• �� SEQUENCE OF CONSTRUCTION Essex County, MA PB2#04-1030 APD#04-0234 \\ s SHIM & OVERLAY AREA , ��C9� PHAS1.E 1 CONSTRUCT THE SILT FENCES ON THE SITE. Project Name & Location: 2. INSTALL ALL INLET PROTECTION LIMIT OF DISTURBANCE • ° 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CLEAR AND GRUB THE SITE. SITE MAP FOR ERO��SIONr� 5. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. CONTROL (PHASE 2 O F 2) =115 6. BEGIN GRADING THE SITE, REVISE SILT FENCE. \ \' !JS Q� PHASE 1-0 7. BRING LAWN AR.EA TO FINAL GRADE AND PERMANENTLY SEED. B, INSTALL UTILITIES, STORM SEWERS, CURBS &GUTTERS. Drawing Name: 9. PREPARE SITE FOR PAVING. TRIANGULAR SILT DIKE 1111\\\\\\\�\\\�\ 110. PAVE SITE. (REFER TO DETAIL) \\ \\\\\\ \ 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION Date: 3[7/05 Project No. CONTROL DEVICES (ONLY AFTER SITE IS STABILIZED). 04-0234 SITE ENLARGEMENT DETAIL Type: 1'-JV Drawn By: SLB ES 2 Scale: V = 60' Drawing No. 2406 ;,M'I3 / R=122 6� v BART OLOMEW ST hO ROGNRD OLDE LEM J G /�10 GREENS �/� SPRING POND g'( xx Bl TUMINOU s CONCRETE / _ 10PRO FLAX POND SITE ° 10 20 30 5 9 r.i.kli^...m�•W.W ,y,h.:a etf•r u.. 6q./�r2 sTN�sT yq� e'� Graphic Scale: 111=101 LOCATION SKETCH N.T.S. \ / 2 - 08 l Revisions: Date: INY=121, 05I 1 ADJUSTED GRADING PER COOLER PAD ELEV. 6/27/05 J22WCP `� � / � 2 oo�,0 3 C NOhAy 100r� F�04,0C S ' BOULDERs �C. + RETAINING/Wi�LL I �2j )� ,�• DOCS �Oq7 `S2 I CON, \,No/ '2� �O 8 \ MAINTAIN POSITIVE DRAINAGEC / �e/441 T O FOR SWALE AND CONCRETE PAD C��T FL, �J2 �Sy 1 � �� O�D a, r 122 . 24 6U/ V V AL- MART #2640 ``-� -CIL 'EP NS'..yGn \ \ \ a r U 1 o.43163' EXISTING ASPHALT TO REMAIN (TYP) 1f1 co*,v? o,ma s\ 122 . 55 55 PROPOSED BOLLARD(TYP.) k FSS o, jca \ \ \\\ \ (REFER TO ARCH. PLANS) EXISTING BUILDING : \ ±961232 S.F. seal seal — PROPOSED LIMIT OF WORK PROPOSED COOLER ADDITION: ±395 S.F. PROJECT MANAGER DATE \ \ \ \\ \ 22.70 - 2 . RAMP ASPHALT TO PROPOSED PAD PROPOSED BUILDING GROSS FLOOR AREA: ±96,627 S.F. PROJECT ENGINEER/ARCHITECT DATE 22.70 24 75 TOP PAD ELEVATION TO BE 2'BELOW COOLER PAD ELEVATION. 2.75 BOTTOM (REFER TO ARCH. PLANS) PROJECT DESIGNER DATE 24.75 TOP \\ \ \\ \\ , Ji +CV' / 22.75 BOTTOM FINISHED FLOOR ELEVATION OF COOLER TO MATCH FINISHED FLOOR CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS ELEVATION OF BUILDING (F.F.E:±124.75). CONCRETE PAD ELEVATION Cop right ©2005 TO BE SET TO PROVIDE COOLER FINISHED FLOOR ELEVATION ACCORDINGLY. AND SPECIFICATIONS FOR ALL BUILDING AND CANOPY _ AYDEv®veeAng \ \ \\\ Q (REFER TO ARCH. PLANS) DEMOLITION AND FOR EXACT LOCATION AND DIMENSIONS -�- Drawing Alteration It Is a violation of law for eny person,unless acting under the direction of \ \ \ \ PROPOSED COOLER ADDITION OF PROPOSED ADDITIONS EXIT PORCHES PRECISE BUILDING licensed Architect,Professional Engineer,landscape Architect,or Land (REFER TO ARCH. PLANS) f f Surveyor to alter any hem on this document in any way. Any licensee who alters this document is required by law to affm his or PORTION OF EXISTING CONCRETE DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. her seal and to add the notation'Altered By'followed by his or her signature and the specific description of the aheration or revision. TO BE REMOVED (TYP.) DO NOT SCALE PLANS \\ _ . I \ i Copying,Printing,Software and other processes required to produce � 3.50 � � ADJACENT GRADE ELEVATION these pdrtls can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be Inaccurate. Contact APD Engineering .}, with any need for additional dimensions or clarifications. \ \ \ \ F.F.E. 124.75 PROVIDE 0.60% MIN.SLOPE \ \ \ ) 22.90 WITHIN SWALE. 125 APD Engineering \\ \\ \ \\ 3445 Winton Place-Suite 208 \ \ \\ \ \ \ _ 130 Rochester,NY 14623 \ \ \ \ \ 585.273.0273 \\ \\ \ \ \ \ \\ \ \ 135 5www. pd.com www.apd.com \ \ \ Wal-Mart Store #2640 \\ \ \ \ \ \ \ \ \ Salem, MA Convenience Addition 450 Highland Ave. ASO Salem, MA 01970 Essex County, MA PB2#04.1030 APD#040234 Project Name & Location: Site, Grading & REFERENCES: Utility Plan 1. BOUNDARY&PARTIAL TOPOGRAPHIC SURVEY PREPARED BY HANCOCK ASSOCIATES,TRANSFERRED ELECTRONICALLY ON 3/7/05. Drawing Name: 2. EXISTING SITE DEVELOPMENT PLANS PREPARED BY PATROWICZ LAND DEVELOPMENT Project No. ENGINEERS DATED 12/1/97, HAVING DRAWING NAME: 'SCENARIO-F PRELIMINARY SITE PLAN", Date: 317/05 3. BUILDING PLANS HAVING NAMES"A 1"'OVERALL FLOOR PLAN', 'A 1.1""FIXTURE PLANS& ` 04-0234 DETAILS',OA 1.2"'FIXTURE PLANS&DETAILS', 'A 1.3"COOLER/FREEXER DETAILS', 'D 1' 'PARTIAL DEMOLITION PLANS&DETAILS', DATED 1/7/05, PREPARED BY PB2 ARCHITECTURE Type' &ENGINEERING AND TRANSFERRED ELECTRONICALLY ON V8/05. 4. SITE VISIT(INCLUDING PHOTOGRAPHS TAKEN DURING VISIT) PERFORMED BY Drawn By: SLB C 1 APD ENGINEERING ON 3/16/05. Scale: 1" = 10' Drawing NO. 2436 ;N's DEMOLITION PLAN NOTES SITE PLAN NOTES SITE GRADING NOTES SITE UTILITY NOTES MARLso ROGRRD OLDS F OLOMEW ST ALEM 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,REMOVAL,AND DISPOSING IN A 1, CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 1. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING GREENS LOCATION APPROVED BY ALL GOVERNING AUTHORITIES,OF ALL STRUCTURES,PADS,WALLS, ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. CONSTRUCTION AT NO COST TO THE OWNER. FLUMES,FOUNDATIONS,PARKING,DRIVES,DRAINAGE,STRUCTURES,UTILITIES,ETC.,SUCH 2, CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER,CONCRETE,AND PAVEMENT TO EXISTING IN SPRING POND THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL GRADE AND ALIGNMENT. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION 2. SEE SPECIFICATIONS FOR BACKFILUNG AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. (0 15 FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS ,0ti GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS, 3. CONTRACTOR SHALL REMOVE PAVEMENT&CONCRETE IN ACCORDANCE WITH SPECIFICATIONS OF THE UTILITY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE 3. ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE INSTALLATION \�� 9,9C'S• ANY STATE DEPARTMENT OF TRANSPORTATION, INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR OF PROPOSED UTILITIES. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE 4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE If/0 OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH CONNECTING TO ANY EXISTING LINE. SCo 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE EXISTING WAL-MART THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. AJ' 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS,PORCH AND RAMP ON THE PLANS. 5. SANITARY SEWER PIPE AND MANHOLE SHALL BE AS FOLLOWS: 9 AND OUTLOT AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT LOCATIONS. (CEC TO REVISE PER CURRENT WAL-MART SPECIFICATIONS UNLESS FLAX POND �. PROJECT APPROVAL FROM THE WAL-MART CONSTRUCTION MANAGER AND COORDINATION THROUGH 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. CIN/COUNTY REQUIREMENTS GOVERN DESIGN} Q- SITE THE WAL-MART STORE MANAGER OR OUTLOT USERS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, -B'PVC SDR35 PER ASTM D 3034,FOR PIPES LESS THAN 12'DEEP ADJUSTMENT,OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. •8'PVC SDR26 PER ASTM D 3034,FOR PIPES MORE THAN 12'DEEP C9�t��5 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR •6'PVC SCHEDULE 40 INLET GRATE f F,9 TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL 7, SEE COVER SHEET FOR LIST OF UTILITY COMPANIES. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: •DUCTILE IRON PIPE PER AWWA C750 LOADING DOCK COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE {CEC TO REVISE PER CURRENT DOVER D SPECIFICATIONS UNLESS -MANHOLES SHALL BE PRECAST CONCRETE W/BOOTS(TRAFFIC MODEL RING&COVER) CONCRETE RETAINING FS 9y 8. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE GROUND UTILITIES AND CITY/COUNTY REQUIREMENTS GOVERN DESIGN} WALL 12"CONCTRETE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS APPURTENANCES IN DRIVE AREA,AS WELL AS,TO PROTECT ALL ACCESSIBLE SIGNS, 6. WATERLINES SHALL BE AS FOLLOWS: S' RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. TYPE 1:RCP,CLASS III PER ASTM G76,WITH FLEXIBLE PLASTIC BITUMEN {CEC TO REVISE PER CURRENT WAL-MART SPECIFICATIONS UNLESS BLOCK 9. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECS.FOR ACTUAL LOCATION OF ALL UTILITY GASKETS AT JOINTS. CITY/COUNTY REQUIREMENTS GOVERN DESIGN} 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION SYSTEM IN ENTRANCES,TO INCLUDE,SANITARY SEWER LATERALS,DOMESTIC AND FIRE PROTECTION WATER SERVICE, A. 4"AND LARGER SHALL BE C-900 CLASS 150 PVC PER ASTM 2241. 140N LOCATION SKETCH THE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAP THE EXISTING ELECTRICAL,AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN TYPE 2:SPIRAL RIB METAL PIPE TYPE 1 R:GALVANIZED,ALUMINIZED,OR BITUMINOUS VALVES SHALL BE M&H RESILIENT SEAT AND M.J.GATE VALVES. MI RAFI IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAINING SYSTEM SHALL CONTINUE SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED,AS WELL AS, COATED AS SPECIFIED ON CONSTRUCTION DRAWINGS.ONLY PERMITTED WHEN B. ALL FIRE HYDRANTS SHALL BE M&H MODEL 128(3 WAY)(BRASS SEAT) N.T.S. TO FUNCTION PROPERLY. COORDINATE WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/ SPECIFICALLY INDICATED ON CONSTRUCTION DRAWINGS.PIPE ENDS SHALL BE 41/2"VALVE OPENING,31/2'BURY,M.J.FOOT,2-21/2 HOSE CONNECTIONS TO THEIR FACILITIES. RE-CORRUGATED AND INSTALLED WITH SEMI-CORRUGATED HUGGER-TYPE BANDS NOZZLES,1.4"PUMPER NOZZLE. • • 1 &2 CLEAN STONE Revisions: Date: 6. ALL EXISTING PAINT STRIPING TO BE REMOVED FIRST. CONTRACTOR WILL THEN RESEAL THE AND"O"RING GASKETS IN ACCORDANCE WITH PIPE MANUFACTURER'S PARKING LOT WITH AN APPROVED SEALER PER SPECIFICATION. THEN THE PARKING LOT WILL BE 10.CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. INSTALLATION REQUIREMENTS.SPIRAL RIB METAL PIPE MUST COMPLY WITH 7, ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS RESTRIPED WITH 2 COATS OF PAINT PER THE PLANS AND SPECIFICATIONS. THIS WORK SHOULD 1 UPDATED FILTER SACKS DETAIL 6/27/05 BE COORDINATED WITH THE STORE MANAGER. THE PARKING LOT SHOULD BE DONE IN SECTIONS 11,CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING ASTM A 760 TYPE 1R.ACCEPTABLE MANUFACTURER:CONTECH,INC."ULTRA CALLED OUT IN SPECIFICATIONS. SO THAT IT DOES NOT INTERRUPT THE STORE OPERATIONS, THE CONTRACTOR SHALL FLOOR ULTRA FL011.OR APPROVED EQUAL. CONSTRUCTION,SUCH AS,BUT NOT LIMITED TO,DRAINAGE,UTILITIES,PAVEMENT,STRIPING,CURB,ETC. 8. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN CROSSING 18' PROPOSED Z COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER FOR WORKTO BE PERFORMED REPAIRS SHALL BE EQUAL TO,OR BETTER THAN,EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO 6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED,AND EXISTING VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 10"STORM AT NIGHT. DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 9. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER DRAIN CONCRETE PAD 3 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTIUTY SERVICES TO 12.CONTRACTOR SHALL TOUCH-UP PAINT ALL LIGHT POLE BASES,FIRE HYDRANTS,CART CORRALS,PIPE 7, EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT, THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. BOLLARDS,AND CURBS WHICH ARE CURRENTLY PAINTED. COST SHALL BE INCLUDED IN THE BASE BID. 4 8. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 10, IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES,SANITARY LINES, FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE 13.ALL RADII ARE V TO FACE OF CURB,UNLESS OTHERWISE NOTED. STORM LINES AND GAS LINES(EXISTING AND PROPOSED),THE SANITARY LINE SHALL 5 S OF CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR 14.SITEWORKFOR THIS PROJECT SHALL MEET OREXCEED THE'WAL-MARTSITEWORK SPECIFICATIONS". 9. B THECONY TRACING T RSRESESTORLITYTOEMAIN RE AIRAGEDDURINGCONHEEXI TIN IT SHALL BE CROSSING, IRONPT RLINESHALTH RAVE MECHANICAL AALJOINT LEAST JOINTS 0 FEET ON APPSIDROPRIATE TRUCKWELL INLET PROTECTION TO THE START OF ANY DEMOLITION ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE UTILfTY BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING CROSSING,THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST N.T.S 6 COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. STRUCTURE AS NECESSARY TO RETURN ITTO EXISTING CONDITIONS OR BETTER. BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE. MEETING APD DETAIL 15.CONTRACTOR TO REMOVE OR RELOCATE,WHEN APPLICABLE,ALL EXISTING BUILDINGS,FOUNDATIONS, REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA G151)(CLASS 50). ,PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE BASEMENTS,CONNECTING IMPROVEMENTS,DRAIN PIPES,SANITARY SEWER PIPES,POWER POLES,AND 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION 7 9. ALL EXISTING SEWERS EXACT LOCATION,OR THE ONLY OBSTACLES THAT MAY OCCUR BE THE SITE. VERIFY GUY WIRES,WATER METERS AND WATER LINES,WELLS,SIDEWALKS,SIGN POLES,UNDERGROUND GAS, AT STRUCTURE IS WATERTIGHT. 11. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFIW NG. EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. SEPTIC TANKS,AND ASPHALT,SHOWN AND NOT SHOWN,WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, 8 TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,AND 12 TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SHALL HAVE TRAFFIC BEARING UDS.MANHOLES IN UNPAVED AREAS SHALL BE 6' PROPOSED PAVEMENT ELEVATIONS WITH WATERTIGHT LIDS. SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED 16.CONTRACTOR SHALL FOLLOW ALL LOCAL,STATE,AND FEDERAL REGULATIONS IN DISPOSING OF DEMOUSHED ABOVE FINISH GRADE.LIDS SHALL BE LABELED'STORM SEWER". 9 TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. MATERIALS REMOVED FROM THIS SITE. 13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH 10. ELECTRICAL,TELEPHONE,CABLE,WATER,FIBER OPTIC CABLE AND/OR GAS UNES NEEDING TO 17.ALL PAINT USED FOR PARKING STRIPING SHALL BE PER WAL-MART SPECIFICATIONS. 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS&CONDITIONS AS OUTLINED IN THE GENERAL AT 3000 P.S.I. BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. N.P.D.E.S.PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE 14. DRAWINGS DO NOT PURPORTTO SHOW ALL EXISTING UTILITIES. UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 18.ALL UNSURFACED AREAS YS DISTURBED GRACING OPERATIONS SHALL RECEIVE 4 INCHES IL TOPSOIL 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD CONTRACTOR SHALL APPLY STABILIZATION OBTIN FABRIC TO ALL SLOPES 3H:1V OR STEEPER UNTIL A SMOOTH FIT AND CONTINUOUS GRADE. 15. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. HEALTHY STAND OF GRASS IS OBTAINED. RIGHT OF WAY DURING CONSTRUCTION. 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL 16. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. PROPOSED 10" O�No. 11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,BARRICADES,INCLOSURES, 19.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. AND PAVED AREAS. STORM DRAIN C -Cry ETC.,TO THE BEST PRACTICES AND APPROVED BY WAL-MART CONSTRUCTION MANAGER. 17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL CIVIL 20.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS,AND ADDITIONS TO SUCH. 15. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY ANY LAND SURVEYORS, AUTHORITIES(ANY CITY)WITH REGARDS TO MATERIALS AND INSTALLATION OF THE 4316312. CONTINUOUSACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES ATALL IF CONTRACTOR DOES NOTACCEPT EXISTING TOPOGRAPHYAS SHOWN ONTHE PLANS, WATER AND SEWER LINES. LOADING DOCK TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 21.EXISTING ACCESSIBLE PARKING SIGNS TO BE REUSED WHEN POSSIBLE. CONTRACTOR IS RESPONSIBLE FOR WITHOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS EXPENSE,A TOPOGRAPHIC SURVEY BY A FIELD VERIFYING SIGNS NEED. ALL ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 18, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 12" CONCRETE:� CONCRETE ._s LOCATED ON DETAIL SHEET. EXISTING UTUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS BLOCK RETAINING WALL 13. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL UTILITY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE Seal Seal 4D 22.EXISTING SPEED BUMPS TO REMAIN AND TO BE REPAINTED TRAFFIC YELLOW. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR OE 14. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING,CART CORRAL,LIGHTING SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY/COUNTY SPECIFICATIONS UNTILA HEALTHY MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY PROJECT MANAGER DATE AND/OR STORM INLET STRUCTURES,THEN THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ 23.SIX EXISTING CART CORRALS TO REMAIN AND TO BE REPAINTED TRAFFIC YELLOW. CONTRACTOR TO STAND OF GRASS IS OBTAINED. EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS INSTALL SIX NEW CART CORRALS PER PLANS. OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED DESIGNED TO BE RELOCATED ON THIS PLAN,ALL OTHER CONSTRUCTION MATERIALS SHALL 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE IMPROVEMENTS SHOWN ON THE PLANS. BE NEW. 24.CONTRACTOR IS RESPONSIBLE FOR RELOCATING AND/OR PLACING PEDESTRIAN CROSSING SIGNS IN CONSTRUCTED TO SAME. 6n 0g� PROJECT ENGINEER/ARCHITECT DATE NEW LOCATION AS INDICATED ON PLANS. CONTRACTOR TO VERIFY EXACT NUMBER OF SIGNS REQUIRED. 19. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY 15. CONTRACTOR MAY LIMIT SAW-CUT&PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE ITIS SEE DETAIL SHEET. (NOTE:4 Wlla-2 EXISTING,2 WIla-2 REQUIRED,6 Wlla-2P REQUIRED). 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO INVERT OUT. AND THE FINAL CONNECTION OF SERVICE. 0 ON ANY OF THE SURROUNDING PAVEMENT,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 25,PLEASE NOTE,SOME EXISTING ITEMS TO BE REMOVED HAVE BEEN DELETED FROM THIS PLAN FOR CLARITY. ITS REMOVAL AND REPAIR. SEE DEMOLITION PLAN FOR ITEMS DELETED, 19, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE 20. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS o PROJECT DESIGNER DATE 16. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING,SIDEWALKS,DRIVES,ETC.CLEAR AND 26,ALL EXISTING PAINT STRIPING TO BE REMOVED FIRST. CONTRACTOR WILL THEN RESEAL THE PARKING LOT UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION, AND SPECIFICATIONS. FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE WITH AN APPROVED SEALER PER SPECIFICATION WHEN REQUIRED(COORDINATE WITH THE WAL-MARTo 20. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM 21. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE, CONTRACTOR SHALL GOORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITYOF THE BUILDING AND CONSTRUCTION MANAGER). THE PARKING LOT WILL WITH 2 COATS OF PAINT PER THE PLANS SEWER STRUCTURES,PIPES,AND ALL UTILITIES PRIOR TO CONSTRUCTION. OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS,DOMESTIC AND FIRE PROTECTION 1 & 2 CLEAN 2'THICK AND SPECIFICATIONS. THIS WORK MUST BE COORDINAATEDED WITH WITH THE CONSTRUCTION MANAGER. THE PARKING WATER SERVICE,ELECTRICAL,TELEPHONE,AND GAS SERVICE. CONTRACTOR SHALL COORDINATE STONE Cop right © 2005 UTILITY INTERRUPTIONS WITH THE STORE MANAGER TO MINIMIZE DISTURBANCE AND LOT MUST BE DONE IN SECTIONS SO THAT IT DOES NOT INTERRUPT THE STORE OPERATIONS. 21. SITEWORK SHALL MEET OR EXCEED WAL-MART SITE SPECIFICATIONS. INSTALLATION OF UTILITIES,IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER AVDs S„4 INCONVENIENCE TO WAL-MART OPERATION AND THE CUSTOMERS OF WAL-MART. DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO TRUCKWELL INLET PROTECTION 27.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO 22. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 psi. LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. N.T.S 17. THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE DEPT.AND THE THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. AI=D DErAII_ Drawing Alteration CITY/COUNTY UTILITY DEPARTMENTTO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE 23. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY ANY ENGINEER, 22. THE CONTRACTOR SHALLCONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE It is a violation of law for any person,unless acting under the direction of ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE WAL-MART STORE AND SITE 28.202 TOTAL SPACES PAINTED WHITE FOR WAL-MART ASSOCIATE PARKING. ENGINEER'S JOB ALL REFER DATED GEOTECHNICAL (FOR INFORMATION ONLY) UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. licensed Architect,Professional Engineer,landscape Architect,or land THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. Surveyor to alter any item on this document in any way. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN 29.REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL ROUTING. 23. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA Any licensee who afters this document is required by law to affix his or SHUT OFFS WITH THE CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING her seat and to add the notation"Altered By"followed by his or her WITH WATERMAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS,SLOPING,BENCHING,AND OTHER signature and the specific description of the alteration or revision. NO EXTRA COMPENSATION WILL BE PROVIDED. MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL DO NOT SCALE PIANS EXCAVATION AND TRENCHING, CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE 18. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S CRITERIA FOR OSHA Copying,Printing,Software and other processes required to produce EXPENSE these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact APD Engineering 24. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO with any need for additional dimensions or clarifications. 19. CONTRACTOR MUST COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO ANY OR FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES BY A UCENSED UTILITY CONTRACTOR,FIRE PROTECTION SPRINKLER CONTRACTOR,OR LICENSED OF WORK PLUMBER.SEE O.C.GA TITLE 25-11-7-(a).A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION, 20. REFERENCE PHASING PLANS AND PAVING PLANS FOR SEQUENCING. PROPOSED TOP COURSE. MATCH EXISTING PAVEMENT REMOVE BECTON OF 25, UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COORDINATED WITH WAL-MART SECTION. EXISTING PAVEMENT. CONSTRUCTION MANAGER. FRONT UTIUTY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE. 26. CONTRACTOR TO RELOCATE LIGHT POLE AND REPLACE LUMINAIRES AS INDICATED. r MIN. PROPOSED SHIM COURSE. 4 10 CONTRACTOR TO BUILD NEW POLE BASE AND STUB WIRE AS NEEDED. Do NOT EXCEED a•PER UFT. APD 27. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. L"',L�A D Engineering? PROVIDE FULL TOP COURSE DEPTH V MIN. 3445 Winton Plate-Suite 208 MSTAPLES OVER EXISTING TOP COURSE. Rochester, NY 14623 EXISTING PAVEMENT 585.273.0273 585.273.0276.fax www.apd.com sEwRE uFnNc LOOPS TO OR PAVEMENT RESTORATION DETAIL . � -�UNUFR `.dIROVNDING SURFACE. APRON FOR AREAS OF FILL Wal-Mart Store #2640 NTS. ON THIS APRON Salem, MA S SIDE '>OF THE DIKE SHOULD BE FOLDED UNDER THE 1. EMPTY FILTER SACK MEN BRIGHTLY COLORED RUBBx3/a` DIKE SECTION AND (rTP) BLOCK SEEN ON RESTRAINT CAN NO LONGER 8E STAPLED DOWN o (nP, SEEN Convenience Addition i 2. GEOTEXTILE MLI. BE A WOVEN P0.Y➢ROPYL(NE DI- r 2•z2-x3/4• 1/a' SRICe TLr REaRICUIR THAT MEETS E EXCEEDS CONSTRUCTION (} _ / REOUIRGLENTS IN THE SPECIFICATIONS TABLE11-0. ROPE . AREA TEMPORARY STOCKPILE y BLOCK EXPAN5ONCOLORED 1 ESTRAINI 1. AN OIL ADSORBENT PAD OR PILLOW CAN BE 450 Highland Ave. ISTING PURCHASED WHEN OIL SPILLS' ARE A CONCERN I / (iYPj A _` A EXISTING PROPOSED I RX � 4. INSPECT PER REGULATORY REQUIREMENTS. RA 11 p 5 THE MOTH •W OF THE FILTER SACK MAIL _ PROTECTIVE PAVEMENT PAVEMENT Salem, MA 01970 MATCH THE INSIDE MOTH OF ME CRATED INLET BOY JCprH \ 6 6FTWEENTHE N10 INCHES AND FILTER THE 36 INCHES, ML bL FULL DEPTH Essex County, MA 7. THE LH THE L•. OF THE FILTER SACK WILL TIMBER OR CONCRETE BLOCK WEIGHT(TYR) SAW CUT PB2 N04-1030 APD N04-0234 MATCH THE PISIOE LENGTH OF 1'HE GRATED ' INLET BOX. CAP SEAM SHEAR STEP EXISTING GRADE TRIANGUL Ji SILT DIKE rrvPJ - � Project Name & Location: N s �� lie C G .. 4 • A LOW TO MODERATE FLOW GLOIEXILE FABRIC SECIFICATGN TABLE --� 11/2• '- • PROPERTIES TEST METHOD UNTS / • DIKE SECTION a \ CRA6 TENSILE STRENGTH ASTM D-4632 500 LHS ❑ ❑ PAVEMENT Notes & Details • • • • El.EVA DON ME GRAB TENSILE ELOII:CATION ASTM 0-4532 20 A • d • • PROFILE NEW OF PUNCTURE ASTM D-4833 120 1-US EXISTING PAVEMENT COAT `, d INSTALLED FILTER SACK TACK • MULLEN BURST ASTM D-3]86 I'D PSI o STAPLES SHALL BE PLACED WHERE ^y • TR 4RESIST TEAR ASTM D-4553 12tl LBS UV RESISTANCE. ASTM 0-4355 80 k CTHE ENTER SOVERLAP AND IN TME NOTE: EXISTING • • APPARENT OPENING SIZE ASTM D-4751 4o US SIEVE CENTER OF THE]'UNIT AS • FLOW 14ATE ASTM D-4491 40 GAL/MIN/SO FT STAPLES SHOWN ONTHE DIAGRAMS 1.DIVERT SURFACE RUNOFF AWAY FROM STOCKPILE. SUBBASE Drawing Name: 4 PERMITTIVITY ASTM D-4491 0,55 SEC -1 D•�8• STAPLES C MODERATE TO HILA FLOW CFOTEXBLE FABRIC SPECIFICATION TABLE TRE CH 2.PROVIDE PROPER WEIGHTING TO PROTECT PLASTIC FROM WIND. • PROPERTIES TEST METHOD un.i5 CONCRETE CURB OR Project No. • • GRAM TABLE STRENGTH ASTM D-4632 265 LMS d RIGHT-O WAV 3.PAVEMENT TO BE CLEANED OF ANY DEBRIS AND SEDIMENT AFTER STOCKPILE IS REMOVED. CRAB TENSILE ELONGATION A51M D-4632 20 S /L DO NOT USE ON h(fADWAYS WHERE PONDING PUNCTURE ASTM D-4633 135 LMS ddd MATCHIXISTING TOP COURSE Date: 3/7/05 HULLER BURST ASTM D-3786 420 PST STOCKPILE SOIL DETAIL SUBBASE BINDER COURSE JF-I'It IV RESISTANCE TEAR ASTM D-4533 45 L85 DEFAILAA .yy.}*RIC vM,TY' .., UV RENT OPE ASTM D-435; 20 U �'.TS. 04-0234 APPARENT OPENING 5th ASTM D-4]51 20 L,5 SIEVE BASE COURSE FLOW RAR. ASTM D-4491 200 GAL/MIN/SO fi FILTER SACKS PERMIrnVTTY FSiM O-M91 1.;_SEC -1 (GRATED INLETS) TRIANGULAR SILT DIKE INSTALLATION NOTE:PROPOSED PAVEMENT SECTIONS SHALL MATCH BOX OUT EXISTING Type: N.r.S FOR CONTINUOUS BARRIER EXISTING PAVEMENT SECTIONS. PAVEMENT TO MAINTAIN EXISTING PAVEMENT SECTION. PAVEMENT RESTORATION DETAIL � 2 N.T.B. FOR AREAS OF CUT Drawn By: SLB N T.S Scale: N/A Drawing No. 24x36 �M�