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60,64 GROVE ST AND 1,3,5 HARMONY GROVE RD - PLANNING REVISIONS '�vin/ S S /I ✓) - NO. DATE DESCRIPTION 6/20/12 REVISE PER PEER REVIEW AND PLANNING BOARD COMMENTS / � 2 7/115/12 MISC. REVISIONS REVISE PER REVIEWER PLA F3 9/110/12 COMMENTS. 4 9/119/12 UPDATE RES. AREA. CALCS. i cj 10/1/12 ADD 1&5 HARMONY GROVE TO PROJECT 6 11/6/12 COMPILE UPDATED PLAN SET 7 / MISC. REVISION FOR IATI CON. COMM. 3111/13 FILING. ADD REMED E u Vl" LOPM1 N US DI M. , XED. I 777, t i I 9 77 777-- GACY I ARK. Al ARTM j LIST OF D REVISED MARCH 11 , 2013 N-1 : PLAN NOTES OWNER-& MRM PROJECT MANAGEMENT, LLC n APPLICANT: 9 ABBOTT STREET C 1 BOUNDARY & ZONING PLAN Nil' I MA 01915 C-2. EXISTING CONDITIONS PLAN BEVERLY, s HARMONY GROVE CEMETERY ENGINEER. GRIFFIN ENGINEERING GROUP, LLC C=3: OVERALL SITE LAYOUT PLAN co P.O. BOX 7061 _l -0 ygRu'/v y C-3A- C: SITE LAYOUT PLAN o� fr9n 3� m (n GRO 100 C U M M I N G S CENTER o ROHERT N z D D ►� Ra GRIFFIN -.i SUITE 224E #6686 y � � MA'" sr � s _ � o � R C 4A-C: GRADING, DRAINAGE & BEVERLY, MA 01915 — sT �PS�� EROSION CONTROL -PLAN PgpRN `nj' SURVEYOR: LEBLANC SURVEY ASSOCIATES C-5A-C: UTILITIES PLAN 161 HOLTEN STREET BFB SI TE e vER �PNP� C-6: DETAILS DANVERS, MA 01923 �. °sT°� Q NA R O T C-7. DETAILS 11 BUILDING BEAUDS ART, INC. ARCHITECT: 15 LONGWOOD DR. � C-8: DETAILS III KENNEBUNK, ME 04043 �J 0 e°STo� C-9: DETAILS IV I LANDSCAPE SEBAGO TECHNICS sT ARCHITECT: T ONE CHABO STREET o C-10: DETAILS V W ESTB ROO K, ME 04098 a � 1 OF 1 LANDSCAPING PLAN a o SITE WLS LIGHTING SYSTEMS LIGHTING: 1 OF 1 PHOTOMETRIC PLAN LIG 1919 WINDSOR PLACE o 0 w FORT WORTH, TX 76110 A1 . 1 FIRST & UPPER FLOOR PLAN m m LOCUS MAP A2. 1 EXTERIOR ELEVATIONScn ,- o if _ z z A2.2 EXTERIOR ELEVATIONS III IF IIF— Will I y GENERAL NOTES: EROSION CONTROL NOTES (CONT.) UTILITY NOTES CONT. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE 10. ALL PROPOSED SLOPES (EXCLUDING RIP-RAP SLOPES) STEEPER THAN 5:1 AND ALL SLOPES 14. WHERE WATER MAINS CROSS OVER SEWER LINES WITH LESS THAN 18" VERTICAL CLEARANCE, EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF REGARDLESS OF SLOPE WITH AN OVERALL CHANGE IN GRADE GREATER THAN 10 FEET FROM TOP TO AND WHERE WATER MAINS AND SERVICES CROSS BENEATH SEWER LINES, SEWER LINE AND WATER VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS BOTTOM SHALL BE STABILIZED WITH EROSION CONTROL MATTING. IT IS THE RESPONSIBILITY OF THE LINE SHALL BE CAREFULLY ENCASED IN CONCRETE. ENCASEMENT SHALL EXTEND FROM PIPE NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND CONTRACTOR TO REPAIR ANY DAMAGE TO PROPOSED SLOPES (SLOUGHING, EROSION, ETC.) THAT SURFACES A MINIMUM DISTANCE OF 8" ALL AROUND AND ENCASEMENT SHALL EXTEND ALONG UTILITIES AND STRUCTURES SHALL VERIFIED IN THE FIELD PRIOR TO THE START OF RESULT DURING CONSTRUCTION, AND INSTALL EROSION CONTROL MATTING AS DIRECTED BY THE EACH PIPE A MINIMUM DISTANCE OF 10 FEET FROM THE OTHER PIPE AS MEASURED NORMALLY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES, GOVERNING ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. FROMM ALL POINTS ALONG THE PIPES. PERMITTING AUTHORITIES, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE ENGINEER OF RECORD SHALL BE NOTIFIED IN 11. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL HAYBALES, EXTRA SILTATION 15. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL WRITING OF ANY UTILITIES INTERFERING WITH PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL FENCING, A STOCKPILE OF CRUSHED STONE, EXTRA FILTER BAGS OR ANY OTHER ITEM SPECIFIED CONFIRM WITH THE GAS COMPANY THAT GAS LINES INSTALLATIONS SHALL BE BY THE LOCAL GAS ACTION WILL BE TAKEN BY THE ENGINEER BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. IT HEREIN FOR EROSION/SEDIMENT CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH OR OWNER'S REPRESENTATIVE TO MITIGATE ANY EMERGENCY CONDITIONS. LINE CAN BE INSTALLED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, EXCAVATION, CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS AT NO ADDITIONAL COST BACKFILL AND COMPACTION FOR THE GAS LINE. TO THE OWNER. 12. THE AREA OR AREAS OF ENTRANCE OR EXIT TO AND FROM THE SITE SHALL BE CLEARED OF 2. THE CONTRACTOR SHALL NOTIFY THE MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AS DETERMINED BY THE ENGINEER 16) ELECTRICAL AND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED WITH THE OR OWNER'S REPRESENTATIVE. THE AREA OR AREAS OF ENTRANCE AND EXIT SHALL. BE APPROPRIATE UTILITY -COMPANY SERVICING THE PROJECT SITE. HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF OF THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL PROJECT SITE. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF THE PROJECT SITE 17) DUE TO THE SMALL SCALE OF THE SITEWORK DRAWINGS, EXACT LOCATION OF UTILITY STUBS AND VERTICAL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK AND FOR MUST BE REMOVED IMMEDIATELY. FOR BUILDING CONNECTIONS SHALL BE VERIFIED WITH THE BUILDING DRAWINGS. SERVICE STUBS TO PROVIDING ANY CONTROL INFORMATION NECESSARY FOR BUILDING CONSTRUCTION TO THE BUILDING THE BUILDING SHALL BE INSTALLED TO A POINT 10 FEET FROM THE BUILDING WALL UNLESS CONTRACTOR. 13. PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AT THE SITE, THE CONTRACTOR SHALL OTHERWISE NOTED OR DETAILED. ENGAGE AN INDIVIDUAL WITH PROFESSIONAL TRAINING AND EXPERTISE IN EROSION AND SEDIMENT 4. TEST PITS WERE DONE FOR THE PURPOSE OF THE STORMWATER INFILTRATION FIELD DESIGN AND CONTROL TO MONITOR SAME. THE EROSION CONTROL MONITOR SHALL PREPARE A MONTHLY REPORT 18) THE PRIMARY ELECTRICAL AND TELEPHONE DISTRIBUTION SYSTEMS ARE SHOWN GRAPHICALLY WETLAND AND FLOOD HAZARD DISTRICT SPECIAL PERMIT. TEST PITS SHOW CONDITIONS OBSERVED WHICH SHALL BE KEPT ON SITE AT ALL TIMES AND SHALL BE SHOWN TO LOCAL, STATE, AND FOR COORDINATION PURPOSES. ALL ASPECTS OF THE THESE SERVICES SHALL BE DESIGN/BUILD BY AT THESE SPECIFIC POINTS ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL FEDERAL AGENTS UPON REQUEST. THIS REPORT SHALL INDICATE THE STATUS OF THE EROSION THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, FEDERAL, AND UTILITY COMPANY MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. CONTROLS AND ANY MAINTENANCE REQUIRED AND PERFORMED. INSPECTIONS AND REPORTS SHALL STANDARDS AND CODES. THE OWNER HAS VERIFIED THE AVAILABILITY OF ADEQUATE ELECTRIC AND CONFORM TO THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM TELEPHONE SERVICES. ALL COSTS AND FEES ASSOCIATED WITH PROVIDING THESE SERVICES 5. GRADES, BOTH EXISTING AND FINISHED, ARE INDICATED ON DRAWINGS. THE LLC THAT WILL HOLD (NPDES) PERMIT. INCLUDING BUT NOT LIMITED TO FURNISHING AND INSTALLING ALL STRUCTURES, EQUIPMENT, CONDUIT, THE CONTRACT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON WIRING, POLES, TRANSFORMERS, PADS, PERMITS, EASEMENTS, ETC. NECESSARY TO BRING THESE DRAWINGS. CONTRACTOR SHALL CHECK ALL AREAS WHEREIN GRADES ARE SHOWN TO SATISFY 14. ANY DEWATERING REQUIRED ON THE SITE SHALL DISCHARGE INTO A TEMPORARY SILT REMOVAL SERVICES TO THE BUILDING SHALL BE COORDINATED WITH THE OWNER AND IS THE RESPONSIBILITY HIMSELF AS TO ACTUAL CONDITIONS AND INCORPORATE ANY DISCREPANCIES DISCOVERED. BASIN LOCATED OUTSIDE OF THE 100' BUFFER ZONE FROM WETLANDS. OF TEH CONTRACTOR UNLESS- SPECIFIC ARRANGEMENTS ARE MADE WITH THE OWNER IN WRITING CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL CONTROL POINTS AND MARKINGS PRIOR TO ACCEPTANCE OF THE BID. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR NECESSARY FOR THE WORK. PRECAUTIONS SHALL BE TAKEN TO PRESERVE MATERIALS OUTSIDE THE 15. REFER TO THE OPERATIONS & MAINTENCE PLAN (0&M) FOR ADDITIONAL INFORMATION. INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE BUILDING ELECTRICAL LINE OF LIMIT OF WORK IN THE MOST UNDISTURBED CONDITIONS POSSIBLE. ROOM. GRADING & DRAINAGE NOTES: PARKING AND TRAFFIC CONTROL NOTES: 1. ALL CATCH BASINS SHALL BE EQUIPPED WITH A GAS/OIL HOOD ON THE DISCHARGE PIPE AND 19) LIGHT POLE LOCATIONS AND PHOTOMETRICS ARE BY' WLS LIGHT OF FORTH WORTH, TEXAS AND 1. HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE SHALL HAVE A 4' DEEP SUMP IN ACCORDANCE WITH THE MASSACHUSETTS STORMWATER ARE SHOWN GRAPHICALLY FOR COORDINATION PURPOSES. CIRCUITRY IS TO BE DESIGN/BUILD BY AMERICANS WITH DISABILITIES ACT (ADA) OF JANUARY 1992, AS AMENDED. MANAGEMENT POLICY. THE SITE ELECTRICAL CONTRACTOR HIRED BY THE CONTRACTOR. SITE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A COMPLETE AND OPERATIONAL SITE LIGHTING 'SYSTEM IN ACCORDANCE WILL 2. ACCESSIBLE PARKING DESIGNATED WITH A "V" SHALL BE SIGNED AS "VAN ACCESSIBLE" PER ADA 2. ALL STORM DRAINAGE PIPES SHALL BE RCP, UNLESS NOTED OTHERWISE. ALL LOCAL, STATE, FEDERAL STANDARDS AND CODES, INCLUDING WIRING CONDUIT, STRUCTURES, 4.1.2.58. BASES, POLES, FIXTURES, ETC. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUIT, WIRING 3. ALL STORM SERVICE CONNECTIONS (ROOF LEADERS) SHALL BE 6 INSIDE DIAMETER SCH40 PVC , ETC. UP TO 10' FROM THE PROPOSED BUILDINGS. BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR 3. ALL CURBING SHALL BE PORTLAND CEMENT CONCRETE UNLESS NOTED OR DETAILED OTHERWISE. OF CHDPE UNLESS OTHERWISE NOTED BY ENGINEER. INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE BUILDING ELECTRICAL ROOM. 1 4. ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DETAILED OTHERWISE. 4. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER SERVICES CROSS _. 5. ALL STANDARD PARKING SPACES SHALL BE 9' IN WIDTH BY 19' IN LENGTH, WITH 24' AISLE DRAIN LINES. UNLESS NOTED OR DETAILED OTHERWISE. 5. RIP RAP SPLASH PADS AND FLOW SPREADER BERMS SHALL BE PROVIDED AT ALL OUTFALLS. 6. ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF PAINT. THE CONTRACTOR SHALL 6. REFER TO THE OPERATIONS & MAINTENCE PLAN (0&M) FOR ADDITIONAL INFORMATION. ALLOW A MINIMUM OF 24 HOURS BETWEEN COATS OF PAINT UNLESS THE PAINT MANUFACTURER REQUIRES LONGER IN WHICH CASE THE MANUFACTURER'S REQUIREMENTS SHALL GOVERN. UTILITY NOTES: 1. ALL WATER MAINS ARE TO BE INSTALLED WITH A MINIMUM OF FIVE FEET OF COVER AND A 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND MAXIMUM OF SIX FEET OF COVER EXCEPT AS NOTED, DETAILED OTHERWISE, OR REQUIRED BY THE DIMENSIONS OF BUILDING SIDEWALKS, VESTIBULES, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK CONTROLLING MUNICIPAL AUTHORITY. A VARIATION IN THESE DEPTHS IS PERMITTED (IF ALLOWED BY DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. CONTROLLING MUNICIPAL AUTHORITY) WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES. HOWEVER, CONTRACTOR IS REQUIRED TO INSTALL WATER MAINS AND APPURTENANCES IN 8. ALL TRAFFIC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STATE, AND FEDERAL ACCORDANCE WITH LOCAL REQUIREMENTS OF THE CONTROLLING MUNICIPAL AUTHORITY, INCLUDING GUIDELINES. BUT NOT LIMITED TO CLEARANCES, BEDDING, BACKFILL, INSULATION, ETC. ANY VARIATION FROM THE EROSION CONTROL NOTES: PLAN LAYOUT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 1. THE LIMIT OF THE WORK LINE FOR THE PROJECT SHALL BE THE SAME AS THE LIMIT OF THE 2. GENERALLY, WATER MAIN FITTINGS IDENTIFIED ON THESE DRAWINGS ARE SHOWN FOR INSTALLATION WORK NECESSARY FOR GRADING OR UTILITY PURPOSES. NO WORK SHALL OCCUR BEYOND THESE LOCATION PURPOSES. THE CONTRACTOR SHALL NOTE THAT INOT ALL FITTINGS REQUIRED FOR THE LIMITS OR BEYOND THE LIMITS DEFINED BY THE HAYBALE/SILTyFENCE. WORK ARE NOTED, SHOWN, OR INDICATED. 1 6/20/12 CHANGE TITLE BLOCK 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE- CONSTRUCTED IN ACCORDANCE 3. ALL WATER MAIN FITTINGS, TEES, HYDRANTS; ETC. SHALL IBE RESTRAINED WITH CONCRETE No Date Description WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND THRUST BLOCKS. Revisions SUBURBAN AREAS, DATED MARCH 1997, AS AMENDED, AND ALL LOCAL MUNICIPAL REGULATIONS. 4. ALL HYDRANTS SHALL BE INSTALLED WITH A 6" C.L.D.I. RUNOUT AND SHALL BE INSTALLED WITH 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE APPROPRIATELY SIZED GATE VALVE, BOX, AND TEE FITTING. ALL HYDRANTS SHALL MEET LOCAL COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED MUNICIPAL SPECIFICATION REQUIREMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL THROUGHOUT CONSTRUCTION, AND REMAIN IN PLACE, UNTIL ALL SITE WORK IS COMPLETE AND LOCAL MUNICIPAL REQUIREMENTS. HYDRANTS AND THEIR PIPING SHALL BE MECHANICALLY k R . GROUND COVER IS ESTABLISHED. RESTRAINED 4. THE CONTRACTOR IS HEREBY MADE AWARE THAT THE SOIL CHARACTERISTICS, TOPOGRAPHY, AND 5. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY ��? ROBERT THE WETLANDS PROXIMITY AT THIS SITE MAKE IT PARTICULARLY SUSCEPTIBLE TO SOIL EROSION AND SEWER MAINS AND WATER MAINS. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 GRIFFw � , SENSITIVE TO ITS CONSEQUENCES. ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED FEET TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE1 cwIL NECESSARY BY THE ENGINEER OR THE MUNICIPALITY AT NO ADDITIONAL COST TO THE OWNER. ELEVATION THE CROWN OF THE SEWER SHALL BE AT LEAST 118 INCHES BELOW THE INVERT OF THE #36686 WATER MAIN. 5. THE EROSION CONTROL MEASURES SHOWN ON THESE DRAWING'S ARE REPRESENTATIVE OFAd SINGLE STAGE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FORE THE SITING, 6. DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE K COPPER TUBING AND SHALL BE t . vc 'r RELOCATION, AND AUGMENTATION OF EROSION CONTROL DEVICES INCLUDING HAYBALES, SILTFENCE, INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP WITH APPROVED SADDLE, CURB STOP, �.�, DRAINAGE SWALES, TEMPORARY SEDIMENTATIONS BASINS, CRUSHED STONE, ETC. THE CONTRACTOR AND BOX. I -L SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON PAST AND CURRENT WEATHER CONDITIONS, SEASON AND EXPECTED FUTURE CONSTRUCTION ACTIVITIES, AS THE PROJECT 7. ALL WATER MAINS 3" OR LARGER SHALL BE CEMENT LINED DUCTILE IRON - CLASS 52, AND PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. IN THE EVENT THAT INSUFFICIENCIES IN THE SHALL BE INSTALLED WITH APPROPRIATELY SIZED FITTINGS AND GATE VALVES. EROSION CONTROL PRACTICES ARE IDENTIFIED BY THE OWNER OR AN AGENT FOR THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, SUPPLEMENTING, RELOCATION, OR OTHERWISE 8. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, BOX AND LEGEND (Typical All Sh ee tsj PROVIDING EROSION CONTROLS AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. TEE FITTINGS.6. STOCKPILES SHALL BE SURROUNDED WITH STAKED HAYBALES AND/OR SILTATION FENCES TO 9. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING o s%H STONE BOUND/DRILL HOLE PROP. BUILDING Gri�i PREVENT AND/OR CONTROL SILTATION AND EROSION. THE LOCATION OF THE STOCKPILE AREAS REQUIREMENTS SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. O DRILL HOLE PROP. RETAINING WALL Engineer-iing MAY BE MODIFILD AS APPROVED BY THE ON-SITE EROSION CONTROL MONITOR, BUT SHALL BE O IRON ROD PROP. BIT. CONC. CURB Group, LLC LOCATED OUTSIDE THE 100' WETLAND BUFFER ZONE. TOPS OF STOCKPILES SHALL BE COVERED IN 10. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH PROPERTY (LINE - PROP. EDGE OF GRAVEL SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY SUCCEED ALL LOCAL MUNICIPAL STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR IN MAKING IT UNSUITABLE FOR FILL USE. ALL COSTS IN CONNECTION WITH UTILITY TESTS, FLUSHING AND INSPECTION AS REQUIRED BY THE - - EASEMENT LINE PROP. CONTOUR P.O Box 7061 LOCAL MUNICIPALITY. MEAN HIGH WATER LINE w PROP. WATER LINE 100 Cummings Center, Suite 224G 7. EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN A MANOR SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY DRAINAGE SWALES AND SEDIMENTATION BASINS. 11. PRIMARY WATER METER AND BACKFLOW PREVENTED SHALL BE LOCATED AT THE POINT WHERE ////11//////� EXIST. BUILDING M * PROP. WATER GATE VALVE wV Beverly, MA 01915 8. HAYBALE FILTERS AND/OR FILTER BAGS SHALL BE PLACED AT ALL EXISTING & PROPOSED CATCH THE WATER LINE ENTERS THE BUILDING UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS. EXIST. CURB �qy PROP. HYDRANT Tel. 978-927-5111 BASINS SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED EARTHWORK AREAS DURING 12. ALL GRAVITY SEWER PIPES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) SDR35 UNLESS NOTED HIIIIIIIIIIII H H H I' ` EXIST. RAILROAD TRACKS s PROP. SEWER GRAVITY LINE Fax: 978-927-5103 CONSTRUCTION, OR AS DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE OTHERWISE. EXIST. RETAINING WALL SO PROP. SEWER MANHOLE ON-SITE OR OFF-SITE DRAINAGE SYSTEM AT ANY TIME. FILTER BAGS SHALL BE INSTALLED INSIDE CATCH BASINS IN HIGH TRAFFIC AREA WHERE HAYBALES WILL INTERFERE WITH TRAFFIC. 13. A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM - - -14_ - - EXIST. CONTOURS G PROP. GAS LINE MRM PROJECT DRAIN LINES. GV O EXIST. FENCE M -PROP. GAS GATE VALVE 9. ALL EROSION CONTROL MEASURE SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR MANAGEMENT LLC REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. INSPECTIONS SHALL TAKE W EXIST. WATER LINE D PROP. DRAIN LINE PLACE AT LEAST ONE A WEEK AT THE END OF THE WORKWEEK, PRIOR TO WEEKENDS AND WHEN PRECIPITATION IS FORECASTED. DEFICIENCIES OF ANY KIND SHALL BE CORRECTED PRIOR TO THE �Q EXIST. WATER GATE VALVE OO PROP. CATCHBASIN SALEM, M A EXPECTED PRECIPITATION OR PRIOR TO LEAVING THE SITE FOR THE WEEKEND. INSPECTIONS SHALL EXIST. HYDRANT ® PROP. DRAIN MAHOLE ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREATER THAN 0.5" OF RAINFALL AND DEFICIENCIES S EXIST. SEWER GRAVITY LINE RL PROP. ROOF LEADER CORRECTED DURING THAT WORK DAY. FM EXIST. SEWER FORCE MAIN . PROP. TRANSFORMER .PAD G EXIST. SEWER MANHOLE GEXIST. GAS LINE EROSION CONTROL G" NOTES D4 EXIST. GAS GATE VALVE -- 100' BUFFER ZONE E D EXIST. DRAIN LINE ® EXIST. CATCHBASIN EXIST. DRAIN MAHOLE 3 `DL' EXIST. UTILITY POLE SuLe.- 1"=40' o-"d- EXIST. UTILITY POLE W/ LIGHT fob No, 700 N _ 1 Fli a Nine: P/P/s/h-b ' E Q' 12/20/11 NOTES: 1) THIS PLAN IS PREPARED FOR THE PURPOSE OF SHOWING EXISTING ZONING FEMA 100-YEAR INFORMATION AND LOT BOUNDARIES. FLOOD ZONE 2) BOUNDARY SURVEY BY LEBLANC SURVEY ASSOCIATES, INC., DANVERS, MA. �/ ZONE A (EL. 10.8) _ _�- 3) ELEVATIONS SHOWN ARE ON THE 1929 N.G.V.D. DATUM. 4) SUBSURFACE UTILITIES EXIST ON-SITE AND ARE NOT SHOWN ON THIS PLAN. 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. =� g / R,13 SB/DH // (HLD LINE) 3 HARMONY GROVE ' 4-3 - \ ROAD PROPERTY IS O MAP 16 F01-3�- \--' _ �`�',,.o \ 25' WIDE E N S.E.S.D. SEWER ENTIRELY WITHIN TH R, / / WETLAND FLOOD 1�� ---- HARMONY GROVE CORP.\ \ EASEMENT HAZARD OVERLAY GRO `oE) % (1 HARMONY GROVE RD.) /SB,/DH \ EXISTING MEAN HIGH DISTRICT ^,� �I., / / � 'b , / 20,909± SQ. FT FND & HLD WATER LINE IN THIS MAP 1i6I LOT 238 �,`� S PY .� �� o 0.48± ACRES \ PORTION OF THE 50 GROVE STRIEET REAL EST, LLC \ � p , o \ 1 P ?0130 / i s2 CANAL. - - - _ ^ LAND COURT PLAN 33813A ''sem _ _ _ - - �O �' , NORTH RIVER CANAL - TIDAL �°3ry _ - - - - - - �� %, 25 WIDE r Na�`195 & METAL 252 f `�A' F _ - - ENTRANCE !y S.E.S.D. SEWER , i BRIDGE W/ 8» PIPE CORRIDOR EASEMENT DECK= EL. 9.2± \ OVERLAY ti i 60 GROVE STREET 1S�RIG�� i i MAP 16 LOT 239 DISTRICT PROPERTY IS R1 D -�RIC,y ENTRANCE CORRIDOR N/F �` ENTIRELY WITHIN THE -f� I�OVERLAY MRM PROJECT MANAGEMENT EXISTING WETLAND FLOOD � � I >• � HAZARD OVERLAY � F �� I DISTRICT (3 HARMONY GROVE ROAD) S61'53 05 E BRIDGE DISTRICT sJ 35,561 SQ.FT. I Q �\ EXIST. I N2516 20 E 0.82 ACRES 119.45 ABUTMENTS \ _-MAt�6 LOT 378 o N RAILROAD I - -1" T N/F CROSSING 30.50' _ L=141.17_, - - - - - 5 ± - -�-- -ff - 6� cr- - ----- o- „ -�_- HARMONY GROVE CORP. EASEMENT 7=2844.81' o (5 HARMONY GROVE RD.) _ L.149.4_��. BAY S61*53'05"E N23'11'05"E TRANSPORTATIONUTHORITY of 44,432± SQ. FT I 1 1 R.R.ftRTRACKS R 2844.81fillit It '1111111111111111+14+H+ `- 1.0 _ R R TRACKS -I-4-1 I - - - - - - - - - - - S61'53105"E - - �HHHH! '\ - - - - - _ ._ U SETTS __ L=397.18 o RET. WALL .� 468.84' 1� MASSACH _ _ _ F{=�81 4.31 r� CHORD CHO �� 1 - - - BUILDING 59 11'99 BARREL , » �}4�+ � �- - �-� ---- 43.10 N22'09'28"W STORAGE 01'135 9 W f._,�"y-� ,_+ � t 1 ___ - I N24 4018E L=29.5 S10'08'10»E �` • EXISTING 90.33' } 1- R=2844.81 }, �k4 g 15 EJ I ENTRANCE CORRIDOR 30.50' _ L.C.- f E , \ _ S� 5 ,�, LC=44'± � ' N •,` -� STORAGE � MAP 16 LOT 237 � __ 5 I OVERLAY DISTRICT F- OC RET ��_ AREA WALL TOw _ 517 , `\ OFFICE MRM PROJECEXISTING T MANAGEMEN S09'52'11"W �X 1 > I WETLAND FLOOD ONC _ EL.-.9fif 11/0 �68 �� \BUILDING (60 GROVE STREET) 26.59' 1 = FEMA 100-YEAR �I HAZARD OVERLAY EXISTING MEAN HIGH �'' RT// �/ 26, FLOOD ZONE NIo DISTRICT CHIMNEY P� WETLAND FLOOD / WATER LINE IS INSIDE ER �'� 0.626ACRES TIE LINE ZONE A EL. 10.8 / FACE OF RETAINING S505X3,3 AIA L- 7- NI TE BLOC S09'30'54"W ( ) o HAZARD OVERLAY-- 38.56' wI t I m �I o DISTRICT / WALL IN THIS PORTION �; 2"E DAL \ CK RET A TO _ 1 I -+I / OF THE CANAL. Y \ w ` 1 I cn nl n FINISHING GRAS\ EL. 9.6f N �, 1 m -�I-a o I BUILDING BLOCK RET w S38'33'38"E - - ,n I rn I \ '' - pLL TO _ 8.20' z I M I o o I CONC• LAND/NG w _ EL. g.6f r- 1 NG COOPERAGE 0 I MAP 16 LOT 236 ROOM - FEMA 100-YEAR / """ � - Nog 3p 1 N/F FLOOD ZONE / WETLAND FLOOD _ MRM PROJECT MANAGEMENT (64 GROVE STREET) ZONE A (EL. 10.8) \ / \ HAZARD OVERLAY S16'16'13"W I 286.4;7, 8 46 , w ST I DISTRICT ONE RET 234,152 SQ.FT. i FEMA 100-YEAR 54.44 I MAP 16 LOT 217 WALL 1 5.38 ACRES i FLOOD ZONE \� v 1 1 10/1/12 ADD 1&5 HARMONY GROVE I N/F �_ ZONE A (EL 10.8) ROAD TO PLAN. 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N54'54 20 W \ Gri � . ■ �I 3) PLAN BOOK 152 PLAN 98 N60'02'30"W BEA VER S TREE T N60'40'37"W PGRAN OST 64.51' 2.81' \ �` 17 4) LAND COURT PLAN #112418 20.23 40.00 5) PLAN #8828 (CITY) - - - - - - (PUBLIC WAY N 3o" WIDE) FND ENTRANCE CORRIDOR \ Engineering 6) PLAN IN DEED BK. 5452 PG. 111 - - - - - - - - - - - - - - OVERLAY DISTRICT \ 7 PLAN IN DEED BK. 4983 PG. 111 - - - - - - - - (SEE ZONING SEC. 8.2.2) \ Group, LLC \\ P.0 Box 7061 MAP `16 LOT 242 -o__------`�" i _ D�p�S� ;. 100 Cummings Center, Suite 224G N/F j_ _ a _ _ _ -r� �� i Beverly, MA 01915 HARMONY GROVE CORPORATION �----" ° - _ - 1 1 � - _ o _ _ _ _ I 1 ��' / �c;� Tel: 978-927-5111 _ _-MA1 16 LOT 378 cp�Q�, Fax: 978-927-5103 ° 25, WIDE R1 p1STRICj _ �._ s _I- -� N/F ° SEWER _ - �p � - W HARMONY GROVE CORP. 4 EASEMENT _ I -Io (5 HARMONY GROVE RD.) -' I o O A _ - -� I o l 0 44,432± SQ. FT MRM PROJECT GROVE R _ _ - - - - _ _ �_ ___ �-- -- i �1� 1.0 - MANAGEMENT, LLC EXIST. MEAN HIGH `"�-- RMOf V _�- 4 �- H A _ - ` - - _ --- HUSETTS SALEM, MA WATER LINE IN THIS �- - _ _ _ _ - - _ �� __�-- 11-� MASSAC _ _ PORTION OF THE o ° ° CANAL. CKS - �- � R• TR A °�-- �� TAP 16 LOT 378 R. 15 HARMONY GROVE CORP. AEONG RIVER-�- I p►STRICT _ - �- b �1 _- 89.58 I (5 HARMONY GROVE RD.) 10601 ..�` _ - - - - - - - - 44432± SQ. FT THORITY _ I� I �► _ - _ __�__ -- -- _ - - _ - _ FEMFLOOD ZONE 1.02 A AL pISTRICL- 1 1 co BOUNDARY & ORTATION _ - - - _ WATEREXISTLINEIN THIS N HIGHIr ZONE A (EL. 10.8) oro le ZONING PLAN ° NA - TIDAL _ RANSP _ - iZ �i� E _ _ _ _ - CA 1 AY T _ _ _ ENTRANCE PORTION OF THE I MAP 16 LOT 216 _ m Ln i L=137.83 _ _ NORTH RIVER _ B y TTS 1 _ - - - _ _ CORRIDOR CANAL. I N/F ��° I I n2 \ .- -- _- -- N - MASS - _ _ _ _ - OVERLAY RAYMOND �` � �Ic� -�� C° I -I DISTRICT _ --- _ M A - - -_ _ GRAPHIC SCALE I m S� 1 =40 _ 1 " MAP 86/LOT 135A J _ -- .-�� 40 o zo 4o eo iso Z I coDI N/F J��-- - -� - - MAP 26 LOT 40 N I 10 I Job No,: 700 I o SOUTHERN ESSEX _ N/F p1 m - 1 SEWERAGE DISTRICT \ _ _ �� TRACKS MASS BAY TRANS AUTHORITY -� _ - N I Nog 3-� File Names p/p/s/h-b R.R• � - g ( IN FEET ) 1 �=�•,w E _ OWN _ - �� i inch = 4o ft I 286.47' S D� 12/20/11 _ - BOUND _ - � TO A FEMA 100-YEAR FLOOD ZONE ZONE A (EL. 10.8) --------------- EXIST. EXIST. ` E)a CB (ECB) ,PR`PN CURB CU RIM=8.10 G ' I(IN)=6.80 3 HARMONY GROVE NOD, ' O I(OU =5.85 ROAD PROPERTY IS .....--f E& O P / / �-___-_�.�� -� _- - \— _ \ 25' WIDE `` ' ,,., * 2p0 ENTIRELY WITHIN THE `+ • R _ '- \ �,,, FRO I`t WETLAND FLOOD ' O�� / �,{-� i i r / \ q�` \ \ \ S.E.S.D. SEWER •."'� ��, HAZARD OVERLA12" VC Y ('� / / MAP 16 LOT\377 \I \ EASEMENT • ee�„ r DISTRICT `'� W10E� - ` _ , ! (1 HARMONY GROVE RD.) 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BANK#1 EXISTING ,� WETLAND FLOOD 35,561 SQ T. �-�'��. —.-8-- BRIDGE �. l40, HAZARD OVERLAY / EXIST. ` � 0.8�tiRES MH \ ABUTMENTS •„ Q{JFFER DISTRICT r�� RAILROAD �' ---'�� F� FM .,..IOP�E S \s _ MAP 16 LOT 378 / i1.5 1 ORCE MAIN (5 HARMONY GROVE RD.) _l=K#6 EASEMENT / -- — 44,432± SQ. FT t A _ __ _._ - AUTHORITY S 1.02 ACRES �-- ' NK#5 �-9 - \- -� � vxn TRANSPOR TA TION R.R. TRACKS B - - R TRACKS ,' „it Fill III IIIIi 111111illf 11 ,,,,,,,,,,,,, - P LO 237 B SETTS -t -- / - e T. �LL - % -- �` TOP OF IT. C. EGR ED C U L R 60 RO ST T � CH U _ ..._.. _--"-- ,-� \ COASTAL P M T _ to-- ( 26, BANK#2 - BANK#1 MASSA + � � = -� �'2 • / BUILDING 59 �� `��\ BANK BARREL 0.62 ACRES STORAGE •. W `. \ _ EXISTING sT 4~ s STORAGE .t2 s OC < AREA o AA \\`- .. Q --10-- K RET WALL EXISTING 6" BIT , >> TOW = E� g OFFICE � 5 BIT. 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Group, LLC P.O Box 7061 ,100 Cummings Center, Suite 224G Beverly, MA 01915 Tel.- 978-927-5111 Fax: 978-927-5103 MRM PROJECT MANAGEMENT, LLC SALEM, MA NOTES: 1) THIS PLAN IS PREPARED FOR THE PURPOSE OF SHOWING EXISTING CONDITIONS. 2) EXISTING CONDITIONS SURVEY BY LEBLANC SURVEY ASSOCIATES, INC., EXISTING DANVERS, MA. 3) ELEVATIONS SHOWN ARE ON THE 1929 N.G.V.D. CONDITIONS PLAN 4) UTILITIES SHOWN HEREON ARE THE RESULT OF RECORDS OF VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE ABSENSE OF SUBSURFACE UTILITIES IS NEITHER INTENDED NOR IMPLIED. CONTRACTOR TO VERIFY EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND TO s�4L�= 1"=40' CONTACT "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK. GRAPHIC SCALE 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. 40 0 20 40 80 Iso 6) PER SALEM CONSERVATION COMMISSION O.R.A.D. (FILE #64-516) DECISION fob_RQ.- 700 DATED 7-19-2011 THE 3 HARMONY GROVE ROAD PARCEL IS LOCATED WITHIN C- 2 RIVERFRONT AREA. AS OF 6-20-12 ADMINISTRATIVE APPEALS OF SAID DECISION ( IN FEE ) Foe Names p/p/s/h-b ARE CONTINUING AT MA DEP. 1 inch = 40 fL D� 12/20/11 - -- - - 1 GRAPHIC SCALE — 40 0 20 40 so iso NEW GRANITE CURBPi INLAID CONCRETE EODST. AND CONCRETE �� SB DH CROSSWALK AND CURB CU SIDEWALK AT EXIST. / — _ .— ' — ` 1 ADA RAMPS AT CURB CUT i // - • 1 (HLD LINE) IN FM MAIN ENTRACE / \ \ 1 1 inch = 40 ft i ' \ 25' WIDE i - •- ' / S.E.S.D. SEWER / R� �� i �. , � MAP 16 LOT 377 / \ EASEMENT i G 0 STOP SIGN - (1 HARMONY GROVE RD.) SB/DH \ 1 1 ��'50' �` AND STOOP - / 20,909± SQ. FT FND & HLD \ 1 MAP 1N/OT 238 \ HISTORIC HIGH N � WATER LINE �O p,`('�g S�pQ < 'BA�. r 0.48 ACRES \ \ \ I 50 GROVE STREET REAL EST, LLC LAND COURT PLAN 33813A %To i PROVIDE GRANITE - NOR!,TH RI VER CAN TIDAL ` HISTORIC HIGH 25 WIDE i CU S.E.S.D. SEWER NTRANCF�& XTEND — OD & METAL WATER LINE i � TO.RMLROAD TRACKS BRIDGE W/ 8" PIPE REMEDIATION AREA , EASEMENT- , DECK= EL. 9.2± (SEE SHEET C-10) \ 1 1 RI- �ISSR1� PROPOSED r 1 I MAP 16 LOT 237 1 _ - Bp0/ VEHICLE BRIDGE. - U 1 m MAP 16 LOT 239 Im 1 y-�p�EM i (SEE PLANS BY 1 EXISTING \ 1=Q (60 GROVE STREET) HISTORIC I WATER LINE MCBRIE, LLC) (3 HARMONY GROVE RD.) 1 V 26 946 SQ.FT. FS, 151–W HISTORIC HIGH BRIDGE J I- � 35,561 SQ.FT. WATER LINE \ 1- 1- j 0.62 iACRES REMEDIATION AREA EXIST 1 W ABUTMENTS � i PROPOSED (SEE SHEET C-10) Q Q 0.82 ACRES - _ Q Q INLAID CONCRETE MAP 16 LOT 378 - _ _ RAILROAD .s I - , - ' 1 �- - _\\�- - maiI — —_ _ _ — , — , _—, — . . — • — —— — — — — . — — CROSSWALKS & _ T — — — ' — ' — — — — — ADA RAMP AT -I 1 1— EXISTING LOADING (5 HARMONY GROVE RD.) - CROSSING Z • - • - • - • - � - � - - 44,432± SQ. FT _ EASEMENT 6 STOP17 AND SLOP I q Y TRANSPORTA TION 1 R.R. 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W 6 3/11/13 CELL ALL TOW ADD 1&5 HARMONY GROVE it I MATERIAL CELL I �.. TR H & CYCU (4 UNI ) ` POP I EL. - 5 11/x/12 GRAN/ 9.6 f AREAS TO PLAN i (GRASS) -al N 5 _ STO GEA A PR OSED ED UI 40'0 '� BLOCK _ ADD 1&5 HARMONY GROVE _ 1 TYP CH B ING CO RETE W Gq ING RET — 4 10/1/12 m 8 I �► ( BrYP RA 2 s A AG UNp R#2 BIT WALL TQ _ _ _ ROAD TO PLAN. RELOCATE PED ` -------------------------- 0 -------------------� I 4 1 PER UILDI ) (PR OSEDS 1 PO �N�A1}I W _ EL• 9,g f _ BRIDGE. UPDATE TABLES. E RA IK� R K � ,; � � 3 9/19/12 UPDATE RES AREA CALC (TY4p F 2 122 7 ADD TABLE OF AREAS. PAINTED PE -DI ) AT LIN = r- P BUI G) � — REPLACE HATCH RES. USE; ADJUST RES CROSSWALK I SIDEWALKS 2 7/15/12 ALONG I BOUNDARY ALONG BLDG 2 &3 1 I (TYP U.N.O.) r` ° P OPO ED VIL _ — r GROVE ST. AND DRIVEWAY. UPDATE STONE RET. I MAP 16 LOT 236 "�' " I SID Wj GA GE NDG 3 ® 1 CONFRONCRETE W/ ADDTABE. ONES. REVISE 0 I WALL I �V =; (4 -U 1 s/2o/12 #s MAP 16 LOT 217 (64 GROVE STREET) - _ .,_ i ( TS) ISTD C H GROVE ST. LAYOUT. UPGRADE I N/F �_ 234,152 SQ.FT. "` TER INE SIDEWALKS & CROSSWALKS. SARKES I F+''' ADD PEDESTRIAN BRIDGE. #12 I r 5.38 ACRES N : � ` �• ROVID RB NANAT SHIFT GROVE ST. ENTRANCE. WIDEN VEHICLE BRIDGE. #6 1 V V ° _ ADD BIKE RACKS. ' I MAP 16 LOT 218 BPD DISTRICT _ - _ - I - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - –1– - - - - - - - - - - _ _BP DIS - - - - - - SILVER - - - - - - F - - - -- - - - - - - - r 2�i IC L NT R2 DISTRICT - 16 - wow I No Date . Description I Revisions (PUBLIC WAY FLORES I I MAF( 16 LOT M p #`� 1224 LOT 225 MAP 16 I 30 I I N/F #34 N/F OT 227 #28 SHED SHED® I INLAID CONCRETE MAP 16 L T 76 q MAP 16 LOT C�NLEY TUC ER N/F = RESIDENTIAL SPACE o I CROSSWALKS & ADA RAMPS STOP SIGN I (146,855 SF) I N/F #2 S' I 223 #32 LAWSON I — — — — _ — AT MAIN ENTRANCES AND STOP —, FLORES Q� N/F I WALL BAR W MAP 16 A&N REAL 1 MAP 16 LOT 23 1 J tr LOT 222 ESTATE MAP 16 N/F TRUST N/F 1 ALL I H. ?n LOT 220 U KOHLOFER DEMEULE MAP 16 LOT 2321 #2 I o GRIFFIN NOTES: I MAP 16 1 rT. CONC. PARKNO I CIVIL MAP 16 PROP. 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES I BLANDEN m I I I I (LOT 23 MNYERS 1 10 LOT 235 FENCES AND LEGEND. I #44 48 I 2 I I I I .ROSS #20 -� # MAP 16 MAP 8 N/F / \ # #24 i 16 #40 #381' #36 BIT. I 30 MAP 16 LOT 229 I I / 8±ASP I CES I MAP233 LOT #6 LON�F 4 LOT 380 PATTISON CONC. # N/F #1 q ( ) CSWIGGIN PATTISON Y. 2 3 _ — — BASH — — — — � SPERIDAKOS _ GRANITE CURB 1 BEAVER STREET - - GRAN• - - - - ZONING CHART I I POST REQUIRED (PUBLIC WAY N� 30' WIDE) I FND PER PUD PROVIDED t ,�■ MIN. LOT AREA 60,000 SF 362,000 SIF FOOTNOTES: MIN. LOT FRONTAGE 100' 161 .37' 1) REF. SECTION 7.3.4.2 FOR MIN. FRONTAGE REQUIRMENT' R2 LISTED. _ MIN. LOT WIDTH -- 164.1 ' WIDTH MEASURED AT THE REAR OF THE REQUIRED FRONT YARD GRAPHIC SCALE �� _ Engineering MAX. LOT COVERAGE BUILDINGS -- 14.5% 2) LOT W _ SETBACK FOR R2 ZONING DISTRICT. ,o m �o ,� ,Bo _ roup, LLC MAX. RESIDENTIAL SPACE 50% 40.6% MAP 16 LOT 242 3) MAX BUILDING HEIGHT OCCURS ALONG FRONT OF BUILDING 3. N/F �_ - - _ - -rte P.O Box 7061 MIN. FRONT YARD DEPTH -- 59.1 ' SEE ARCHITECTURAL DRAWINGS BY BEAUDS ART, INC. HARMONY GROVE - - - CORPORATION �� _ _ - - - — — 1 100 Cummings Center, Suite 224G MIN. SIDE YARD DEPTH -- 47.6, 4) 215 SPACES PROVIDED FOR RESIDENTIAL PORTION OF THE SITE ( IN FEET ) _ - _ _ - - - _ — -- Beverly, MA 01915 i MIN. REAR YARD DEPTH -- 40.0 (1 .5 SP/UNIT). 22 SPACES PROVIDED FOR THE EXISTING OFFICE I inch = 40 ft MAX. BUILDING HEIGHT FEET 50' 44.15' BUILDING. _ - 25' "OF- R1 DISTRICT - - -_ � � _ �i - � T V Tel: 978-927-5111 MAX. BUILDING HEIGHT STORIES 4 4 5) LOT AREA INCLUDES #1 & #5 HARMONY GROVE ROAD. – SEWER _ _ _ _�pRIS� — _ — — — -v Fax: 978-927-5103 MIN. PARKING -- 2154 - - EASEMENj - - - — - �� -� — — 1 _Io _ OAD OV R _ _ _ Ngo _ HARMONY ' _ _ _ _ _ — — -_ — - I _ MRM PROJECT MANAGEMENT, LLC SALEM, MA AP 16 LOT 378 _-(5 HARMONY GROVE RD.) - —_ - I DISTRICT - - - - - - - - - Will 44,432± SQ. FT — _ QTY _ ID 1.02 ACRES _ AUTHOR I TRLCL 1 ON OVERALL _ - SPORTAT - _ _ _ -_ �- Ir CANAL _ TIDAL _ _ Y IRAN _ _ _ - - - I � Im SITE LAYOUT — — _�- A _ _ _ — _ MAP 16 LOT 216 - __ ---- NORTH RISER - SETTS B _ - -_—_ — — _ TABLE OF RESIDENTIAL SP I RAYMOND '�I I PLAN _� ASSAOH U _ _ L ACE I m M LOT AREA RESIDENTIAL NON-RES. m MAP 86 LOT 135A __�--� _ _� _ USE AREA USE AREA I N/F ��--� — — �� — MAP 2N LOT 40 N 60 GROVE STREET 26,946 SF 0 SF 26,946 SF 1 �`--- S % 1'=40' SOUTHERN ESSEX / v 152 SF 142 056 SF 92 096 SF SEWERAGE DISTRICT _ � MASS BAY TRANS AUTHORITY _ — � 64 GROVE STREET 234, , Vi F'.R• TRACKS �•_ _ - 1 HARMONY GROVE ROAD 20,909 SF 0 SF 20,909 SF i Job No. 700 OWN _ �_ - - �' 3 HARMONY GROVE ROAD 35,561 SF 4,799 SF 30,762 SF _ C- 3 BOUND - I 5 HARMONY GROVE ROAD 44,432 SF 0 SF 44,432 SF Fie Names P/P/s/h b �- _ - TOTAL 362,000 SF 146,855 SF 215,145 SF I D� 12/20/11 i MAP 16 LOT 237 TORIC HIGH CURBING NOTES: Q HIS \ 1) CURBING IN PUBLIC WAY TO BE GRANITE. ( 60 GROVE STREET) WATER LINE2) CURBING ON SITE TO BE PORTLAND 26 , 946 SQ. FT. \ CEMENT CONCRETE. v Ld C) w �— w I F— W 0. 62 ACRES PROPOSED Q = Q = INLAID CONCRETE � cnl :2cn — , — , — , — — , _ CROSSWALKS & — — , — I — , _ . — . — . — , — , — , — , — . , — , — - — . — — — — — , — , EXISTING LOADING ADA RAMP AT � I AUTHORITY DOCK TO REMAIN ENTRANCE R . R . TRACKS � PROP. BIKE RACK O I 59 . 1 ( TENANT PARKING PSTER C� O AREA � (TO REMAIN AS COMMERCIAL < PROP EXISTING . U7 o GRANITE 9. 6+ g STORAGE SPACE) o CURBING PROPOSED AREA EXISTING PEDESTRIANI OFFI CE 4 REPLACE BRIDGE /� / BUILDING SIDEWALKS 9. 6 + I / V ALONG Z OR R/ GROVE ST. C/IFRONTAGE W GR,g / �� ' V � N/ TTSCONCRETE �D oc � LL � RgN� TE. 6 + — 40. 0BLOC --- ET g1TALL TO w � i -CONC. P A TH EL. g. 6+ — IKE P POSE ` _ — . - I K E R K � � _.-- -- G H IE TYP F K 12 2. 7' _ _ NOTE GRANITE CURBING AT „ � ( 2 4/25/13 P BUIL G REPLACE 10/x/12 RE LO PEDESTRIAN BRIDGE. N �-� --- --= �`--= � _ SIDEWALKS ADD RAMPS. P OP ALONG No Date Description °`-:• ED U GROVE ST. I w/ 1L NG _ , — �" � Revisions NCR GA 3 FRONTAGE W/ SIDE LK GE ND CONCRETE I C4 - � 1 , (TY TSS ISTD IC H H OF TER INE �` s 9 ROBERT yG H. ROVID GRAN E 0 GRIFFIN � L URBIN AT " clvlL p #36686 E R A N C TYP V �- _" r BP DIS — 4f 3 — — — — — — — Oslo2 DI RIC N 1 � -Q — woo - ant* —' o I c��-y WOW 4 G ri n ca Engineering -=~ - Group, LLC 30. P.O Box 7061 INLAID CONCRETE I 100 Cummings Center, Suite 224G CROSSWALKS & ADA RAMPS STOP SIGN Beverly, MA 01915 AT MAIN ENTRANCES AND STOP I Tel. 978-927-5111 WALL BAR Fax: 978-927-5103 _ --- ALL I MRM PROJECT MANAGEMENT, LLC 16 LOT 232 #2 SALEM, MA FN F I BIT. CONC. PARKING � MAP 16 PROP. MYERS I FENCE / #10 LOT 235 MAP 16 MAP 16 N/F � LOT 234 LOT 380 PATTISON SITE LAYOUT I , PAR . ING MAP 16 LOT 233 #6 N F N�F ( 8± SP CES) PATTISON PLAN #1CSWI GGI N SPERIDAKOS GRAPHIC SCALE SG9� 1'=20' — STRE ET2o o �0 20 ,o eo ER 1111771 BEAV _. . No,; 700 E IN _ �— 3A r,, 3 0 WI D ) ( ) P/Piss b P U B L I C WAY inch = 20 ft D { I ( ltt 6/20/12 n -- SB DH 1 HARMONY GROVE RD . ) � >� I FND 8c HLD 201909 ± SQ. FT 0. 48 ACRES \ \ 1 1 NORITHRIVER CANAL-,,---. TIDAL HISTORIC HIGH WOOD & METAL WATER LINE BRIDGE W/ 8" PIPE REMEDIATION AREA DECK= EL. 9.2± (SEE SHEET C-10) )00 i 1 ao 1 Q m MAP 16 LOT 239 IN = I = 3 HARMONY GROVE RD . EXIST G ) HISTORIC HIGHUI— WiUW BRIDGE � wIU W Uj W 561 . FT. WATER LINE ABUTMENTSW I F— W 0. 82 ACRES < = STOP SIGN i TRANSPORTAPON I AND STOP BA Y -1 � � � � � � � I I 1 1 .1 W � I � 1 1 BAR I(TYP) I , , � � � � ► � � I I +H+ 1111111117 I I I } +4, ++-i � I -I--1+H-H+ --I--1 H- I ID —�— BIT. CON C. PATH A` GR B � N' �� g LOCK DUMPSTER -- \ RST. AREA - RAND BL 9. 6 + TE o C{� REPROPOSED I T W PEDESTRIAN 5 � A�� TOW BRIDGE _ i NDIC I ` _ _ E AMP ® _ . =NC. P _ TY P A TH 1 3/11/13 ADD REMEDITAION AREA \ -I. 1 ` __ No Date Description P POS B IN #1 � � I Revisions W/ ARA E U ER _ FEN C EN CL ED (47 UNI ) P TR H & CYCLI G OP S STO AGE A A OSED ED V�L , TYP CH B LDING PR CO RETE w GA 'NG ( B ERA A G W2 o=��P� S EWAL E UND ROBERT G \ TYP 2 TYP 7— U R GR FFINrri PER UILDI ) TS CIVIL 'O #36686 Q i ) o PR OSED 110- BIK E RA ® (TYP 2 HIS RIC IGH 3 - PER UILDI ) AT LIN L L 9' V �P. - IGri Engineering v 's Group, LLC p V P.O Box 7061 100 Cummings Center, Suite 224G Beverly, MA 01915 f 1 Tel., 978-927-5111 I' V L Fax., 978-927-5103 10 V MRM PROJECT - - - � - - - - - - - - - - - - - -- - - - - - - - - - - - - - — — — MANAGEMENT, LLC 16 . SALEM, MA MAI 16 LOT MAP 1 _ 1224 LOT 225 MAP 16 SITE LAYOUT N /F #34 N /F OT 227 #28 SHED SHED ® I PLAN T C NLEY TUCKER N /F LAWSON - #3 2 —f— GRAPHIC SCALE SQ91% 10_20, f1 I I I I 20 0 10 20 40 8o 1 MAP 16 L 0 T 230 yob No, goo ( W FEET ) .Fle Norn P/P/s/h—b C— 3B NF - 20 / 1 inch - ft I D E M E U LE232I �� 6/20/12M T Y INLAID CONCRETE EXIST. NEW GRANITE CURBAND CONCRETE CROSSWALK AND CURB CU SIDEWALK AT EXIST. ADA RAMPS AT CURB CUT MAIN ENTRACE IDn / IJ .0000 GUR i SII STOP SIGN HISTORIC HIGH � � Gj0 AND STOP R LINE � `( ��Q -=: RWATE � 1P S IBA, moi \C � VA Pie �- .000, PROVIDE GRANITE = NORTH Rl � 25 WIDE .0000 / CURBIYG�,A S. E. S. D . SEWER , ENTRANCE& EXTEND WOOD & METAL E A S E M EN TO .RAl-LROAD TRACKS BRIDGE W/ 8 PIPE - DECK= EL. 9.2± PROPOSED Q QHS vR� VE HICLE BRIDGE. � U I � . SHOE i (SEE PLANS BY — �yGO / y �0 MCBRIE, LLC) REMEDIATION AREA EXI ST. ~ w ~ W i (SEE SHEET C-10) Q = I Q = MAP 16 LOT 378 RAILROAD —. . — CROSSING (5 HARMONY GROVE RD. ) 44, 432± SQ. FT EASEMENT STOP SIGN 0 ES AND STOP 0 1 . 02 . ACR BAR TYP PROPOSED -TR p,CKS FENCE R .R. . _ _44 E TTS --�-- NOTE GRANITE CURBING AT 2 4/25/13 M ,� SSACHU I ENTRANCE. EXTEND TO TRACKS ADD REMEDITAION AREA AND — — 1 3/11/13 1 RELOCATED MATERIAL CELL C O N S U C T — No-, Date Description _ Revisions TRACES RAI OAD OSSIN o SEE P NS B VANA E ..t5 - M - - - - I & SSOCI TES) -v - _ - - - - BULK TRASH � - 7�/ MONITORING STORAGE AREA WELLS N D I C I o WITHIN FENCED RAMP :`s. (TYP OF 4) ENCLOSURE16 % ROBERTyG (TY P �c H;. i 11111 cRrFrru M cltre g RELOCATED � 3 MAP 16 LOT 216 -i MATERIAL CELL �p _ I FENC E I N /F I I - TR H 8 RAYMOND (GRASS) i N 5 STOF I - I (TYP c 8 IGriff� Engineering -- - - - - _ - - - - - - - - I 14 Group, LLC •. _ - - - - - - - - - - - P.O Box 7069 ` = 100 Cummings Center, Suite 224G � PAINTED Beverly, MA 01915 CROSSWALK I Tel: 978-927-5111 (TYP U.N.0.) 'p > _ _ Fax: 978-927-5103 MRM PROJECT I �T INq I MAP 16 LOT 236 j MAP 16 LOT 217LL. � MANAGEMENT, LLC - (64 GROVE STREET)I MA N�F - SARKES � � 234, 152 SQ. FT. SALEM 1 - 5. 38 ACRES # 2 I . #6 SITE LAYOUT PLAN � — _ _ MAP 16 LOT 218 — _ _ BPD DISTRICT _ a SIL N7 R2 DISTRICT I GRAPHIC SCALE (PUBLIC WA Y FLO R ES 20 0 10 20 40 30 SuLe; 10=20' R: — z1 E3 Job No•• - v l IN FEET - 3C M A FI 16 L O T 1 inch = 20 ft P�P�s/h—b cam, 4 Dsk- 6/20/12 z =COMPENSATORY FLOOD SOIL TEST PIT DATA (10/17/11) -SEE SHEET C-4B- TP-1 (EL. 15.9) m Q STORAGE AREA ® \ DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER 0-80 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH 80-120 C1 S 1OYR 5/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT U w ' C) w . NO REFUSAL, NO WEEPING, NO MOTTLES ROOTS TO 108" w w O O BUFER ESH WT: <5.9 (>120") � �- F Q = Q = LIMIT OF WORK/ , 'ZONE S TP-2 (EL. 17.6) U) (n DISTURBANCE _ 0-54 FILL HORL ON TEXTURE COLOR MOTTLE pR GRAVEL, BRICKS, LITTLE TRASH 0- 0 ® 54-64 A FLS 1OYR 3/2 GRANULAR .�� 64-74 B LS 7.5YR 6/6 FRIABLE, BLENDS WITH A LAYER AUTHORITY 0 TEMPORARY 4' 74-120 C1 S 1OYR 4/4 MED. SAND, VARIES ACROSS PIT NO REFUSAL, NO WEEPING, NO MOTTLES R . R . TRACKS SILT SACKS „ -�-�-}-�--�-I-f- ESH WT: <7.6 (>120 ) 1 � (TYP OF 4 CB) Ill _ TP-3 (EL. 17.3) DMH11 - "®- DEPT . HORIZON T XTUR COLOR MOTTLES OTHER �- 0-24 FILL SANDY GRAVEL, BRICKS, LITTLE TRASH ®ECS�`1HA4C _______ p ----.-- D D D -----OO CB17 /�'` 24-36i A/B FLS 10YR 3/2 GRANULAR DED vi ________- p ----- p 36-120 C1 S 1OYR 4/4 MED. SAND, G NO REFUSAL, NO WEEPING, NO MOTTLES C B 18 -- - D ESH WT: <7.3 (>120") 9X 7 ONOTE: SOIL TESTS PERFORMED BY. J. BLANCHETTE, P.E.. ON 10/17/11 SOIL TEST PIT DATA (4/11/12) ,x WORK o EXISTING o S y TP'-2A (EL. 18.0) 9. N CE STORAGE DEP TW HORIZON TEXTURE COLOR MOTTLES OTHER 6 - ` 0-78 FILL SANDY GRAVEL, BRICKS, LITTLE TRASH AREA o -� 78-120 C1 S 10YR 4/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT ►� � PROPOSED EXISTING 0 NO REFUSAL, NO WEEPING, NO MOTTLES � OUTFALL 4 ESH WT: <8.0 (>120") # OFFICE X7 � � EL. 17.5 INV.=2.3 p TP-3A ( ) DEPTH H0. RIZON TEXTUR COLO MOTTLES OTHER 9 6 ' NO BUILDING 9x0 0 0-60 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH Y / ® = 60-72 A B LS 7.5YR 6/6 FRIABLE BLENDS WITH A LAYER 72-120 C1 S 10YR 4/4 MED. SAND, POCKETS OF COARSE SAND 1 nQ NO REFUSAL, NO WEEPING, NO MOTTLES C/1 C ` 9 6 r ESHWT: <7.5 >120" LTIDA E B 0 '� PERC. TEST 1 0 TP-2A L K RE ® � o � " � �1 1� '� Q PERC. RATES: 1.7 MPI, DEPTH OF PERC = 90 LL 7-0VV •�,■� 4d1 PERC. TEST @ TP-3A 3A CRAN/ 9. 6 � - PERC. RATES: 3.3 MPI, DEPTH OF PERC = 96" N/ TE B PROPOSED - 2 \ - NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 4/11/12 0 CK RET. OUTFALL #1 �&GR ��. ASL fNV.=2:0 _ TW-22.0 ADED 0 -- PRECAST STRUCTURE SCHEDULE -- ® � \-- - 4 7/5/13 ADD BLSF COMPENSATORY ' EL FLOOD STORAGE AREAS. INV.-12.0 �,�, 9, �j UPGRADE EXISTING cB5 D H5 5 0 MHJ DMH11 ~_ \ , RIM=19.00 RIM=15.40 RIM=9.30or REVISE STORMWATER �! o - CATCHBASIN WITH i(in)=9.43 18" I(in)=5.60 12" TREATMENT DEVICES. a' INV.=16.00 ( ) ( ) ADD FORAD RIVERFRONT AREA �.- DMH7B ��_ NEW PRECAST BASIN I(in)=12.20 (12"YD) t(in)=5.60 (12") 3 3/11/13 LINES. W=21 .0 - � _ �_ WITH 4' SUMP & CB6RIM15 25 I(in)=12.20 12" I(out =5.50 12" ADD RAMPPEDESTRIAN BRIDGE. � \ , INV.=12.25 ( )- 2.20 (6") ) ( ) 2 10/1/12 5.. _ . :.•:. o`. HOODED OUTLET. t In -1ADD LIMIT OF \ I(out)=9.33 (18") YD2 6" 1 9/10/12 DISTURBANCE LINE. PROP. 6"0 �\ PRQn D WQS2 S D CB7 RIM=20.75 I O I'" DMH6 INV.=11.50 No. Date Description ROOF LEADER ' SES J' DMH7A IN\, =14.00 RIM=14.40 �'� VVI BC.1/�p� PROP. 6 � 1N�% 11.00 _-- MIN. 1 .51 SLOPE / GAR NG 3 ROOF LEADER X -` � � Q 1(in)=8.95 (18") RIMs„oo Revisions A GE � � � � �- � t CB16.17&18 I(in)=10.60 (12 ) INV.=1 . r SLOPE � RIM-9.00 I(out)=8.85 (18") 2 70 - YD TO DMH3 l 4 7 NpER MIN. 1 .51 � , UNC TS TO DMH7 TRD1 �, INv.=s.ao DMH7A 5'0 ®wQs2 9 \ ---(- ) / R -- DOWNSTREAM • • - •• R� �� ' �� 8(� G1 � 1 • 0 � R�9.00 (DIVERSION MANHOLE) DEFENDER) :t_. = = = RL FUER, �z �F-2 PROP. 6 0 o RIM=10.50 X ON 1 . 0 �7 u \ TEMPORARY INv.=6.00 I(in)=7.45 (18") RIM=9.95 s� m 6:33 8 ROBERT SG E ROOF LEADER \ I(in)=8.50 (6 ) (� )_ ( ) " H. N �_ MIN. 1 .5� SLOPE o �\ CONSTRUCTION C622 I( ut)=7.10 $„ I(out)=7.00 (12 ) v GRIFFIN 124 HP '4 ENTRANCE \/ RIM=9.35 I(out)=7.40 (18' c'V'L � '-- 5� �C_1 0 TO DMH 5 ` _ r� INv.-5.50 ( ) A WQS5 #36686 20X82414 ry j (FIRST DEFENSE) O \* / RL�� ` TRD1 DMH7B RIM=9.60 ^ C-LEAN OU T `= - :- r�_ RL ' `� M H 6 \ (TRENCH DRAIN) (DROP MANHOLE) I(in)=4.75 (12") ° _ R� D \ RIM=10.95 RIM-9.55 78- TYPICAL =�- O O O 8 INV.=10.40 I(in)=5.50 (6") I(in)=4.75 (12")�� -71S-113 �' _ D a �-- ( ) B6� -- '�� \ I(in)=4.915 12" I(out)=4.75 (12") D 22-- --B - - --- n �L U \�G� DMH4 ( ) 7 \ TW1=28. -� �20� __________ --------- �� I(in)=6.50 (12") x30 ( 4 _ D / p p D o 0 oz �,�.9 RIM=19.20 I(in)=6.00 (18") 174 �i�i I(in)=12.25 (18 ) I(out)=2.45 18" 0X TW=20.0 CB 7 I .. y U �� 1(in)=15.88 (12") ( ) - - �--� ` 3 TW=22.0 - �• 1(out)=12.15 (18") � `; , '�7 :- = m LIMIT OF WORK/ �,�,;�,. - � - - -_ _ , YD4 TO BE 4 MANHOLE WITH 2 SUMP AND BEEHIVE GRATE -,ti. .�_ En Ineenn - __---- _ _ meq. \DISTURBANCE (NEENAH MODEL NO. R-4340-C) GrO� LLC g PIPE SCHEDULE '�'�� • SHALLOW 6\ \ \ ',22 �- -� �' ` \ PIPE LENGTH DIA. SLOPE P.OI BOX 7061 �\ --®-_ _` \ \ 100 Cummings Center, Suite 224G 200 ` SWALE \ \ 2�� \ \ TEMPORARY DMH3 to DMH4 166.8' 1899,0 1.5% Beverly, MA 01915 FR® ' - -- ~3` \ �--� \ \ SILT SACKS \ " �� 2\\ \ \ \ S CB5 to DMH4 5.9 12 0 2.0% „�� 28 �_ N \ Tel: 978-927-5111 \ 'r \ ` TYP OF 4 CB \ DMH4 to DMH5 181.2 18 0 1.5% _ � � Fax: 978-927 5103 ETAINING WALL --�► o \ -\ " E ALONG TOP o X36 �_ -"� \ I \ \ CB6 to DMH5 2.6 , 12"0 2.0% AIL, SHEET C-� 7 PPR GEOGRID REQ'D ALL I \ \ YD4 to DMH5 26.0, 12"0 2.0% MRM PROJECT \ ,,� f LIMIT OF IN WALLS CREATE 38� LIMIT OF WORK A � DMH5 to DMH6 15.3 18 0 2.5� E AVATI O / \ CB7 to DMH6 20.0' 12"0 2.0% MANAGEMENT, LLC 16 LOT 232 THAN 11 EXPOSED DISTURBANCE #2 DMH6 to DMH7A 56.3' " SALEM, MA N/F BIT. CONC. 180 2PARKING HEIGHT � NOTES: .5% I o MAP 16 PROP. 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF TRD1 to DMH7A 35.6' 6"0 5.3% M YE R S LIMIT OF WORK/ I FEN CE/ SUPPORTING A MINIMUM H-20 LOADING. QI TURBANCE #10 LOT 235 2) DETAILED RETAINING WALL PLANS REQUIRED DURING DMH7A to WQS2 11.5' 8"0 6.7% ---.\ MAP 16 MAP 16 N/F CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED DMH7A to DMH7B 11.5' 18"0 12.2% LOT 380 FOR PERMITTING ONLY. " GRADING, DRAINAGE & MAP 16 LOT LOT 234 PATTISON 3)�CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING WQS2 to DMH7B 10.0 12 5.0% / 3 #6 N /F DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. CB21 to DMH7 104.0' 12"0 2.0% EROSION CONTROL 23 N /F 4) TEMPORARY CONSTRUCTION ENTRANCE TO BE CONSTRUCTED AT PLAN #1 zi C S WI G G i N P A TTI S O N PROPOSED GROVE STREET ENTRANCE. DMH7 to OF#1 14.6' 18"0 3.0% 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. C616 to DMH11 81.2' 12"0 0.5% SPERIDAKOS GRAPHIC SCALE CB17 to DMH11 30.0' 12"0 1.3% - I _ EET s� 1'=20' 20 0 10 20 +o so DMH11 to WQS5 150.0' 12"0 0.5% VER P. I 0=1I E3 E3Jpb No•• " . 700 [3 E - � CB18 to WQS5 32.4 12"0 3.9% r� 3 01 WI D E) IN FEET ) WQS5 to OF#4 39.3' 12"0 6.2% Re Name s -b C- 4A U B L I C WAY inch = 20 ft • P/P/ /� CP NOTE - ALL DRAIN PIPES TO BE CORRUGATED �� 6/20/12 PLASTIC PIPE OR RCP. i __.:_._.....-._._. ._•--_-_.-.T..R.r.- ...---. .._.. __.•-_--.+... n...a_..__,n ....._....- _-. .. -____._._.. ..__-_... ._.'--..__. .., _.......r_...._r .-.-.ter-- -- ...................._.r__-.-i.+........- ......._. ..r._...r.rf.....+m-......-...--..w..-.....--.. .. .r 11111. . _- -__..._--__ _.._--. - _...-___. .-.._ .__...._..__. - -._.._ _.. - __-__ _ __ - - --_ _ _..._ -_._. __-.__ _.-- - _._ __ - 12" VC \ is OUTFALL =COMPENSATORY FLOOD I PRECAST STRUCTURE SCHEDULE I 12" VC \ ORK j STORAGE AREA YD3 12" * DMH12A (4' SQ.) .OUTFALL RIM=20.80 RI (BYPASS WEIR MH) I INV.=17.8INV.=14.50I=4.3± RIM=10.30 \NK 7 WEIR=5.80 j� C62 DMH1 I(in)=5.30 (24") _- RIM=20.80 RIM=21.00 \ INV.=17.80 " I(out)=5.25 (8") \ I(in)=17.30 (12 ) I(in)=5.20 I(in)=17.65 (12") (12")�� D I ` RQ 20.00 I(out)=17.20 (12") (out)=5.20 (24") #3 N O R TH RIVFR CANAL TI D A L I INV.=17.00DMH2 MH1 - I RIM=20.20 RIM=9.60 WOOD METAL CE34 I('n -15.90 (12 ) I(in)=3.45 (24")24 ) BRIDGE W/ 8 PIPE EROSION RlM=19.8b I(in)=16.90 (12 ) I(in)=4.85 (12") CONTROLS & INV.=16.80 I(out)=15.80 (15 ) I(in)=7.50 (6") DECK= EL. 9. 2± I(out)=320 (24 ) LIMIT OF WORK/ RIv10.oRM20 WQS1 2w'000 � DISTURBANCE IN = o IH0.43 DEFENSE)I(in)=15.10 (15")4F , BANK#14 cB20 I(In)=16.00 (2-6") RIM520.30 I(in)=15.15 (15 ) RIM=9.00 I(out)=13.10 (12,)** I(in)=16.45 (12") B HIS - N 1 - 1 ` Q ,� INV.=6.00 I(out)=14.75 (18 ) = " BANK#1 EXISTING = I = 1 **TO INFIL. FIELD l(out)=15.15 (15 ) Li ` 8- \ BRIDGE U W I U W RIM=21.75 DMH10 '0 M WQS3 (DOWNSTREAM ABUTMENTS F- L j I �- W INV.=12.75 RIM=10.25 - Q = „ I(in)_5.45 (24") DEFENDER) RIM-10.15 I(in)-6.90 (12") " \ RIM=20.75 " I(in)=4.58 (8 ) X X CC I(in)=6.90 (12 } V) L � lNV.=11.50 I(out)=5.25 (12") \ \ --� 77 d-- �- I(out)=5.35 (24") EROSION CONTROLS & LIMITI *YD3 TO BE 4'0 MANHOLE WITH 2' SUMP AND BEEHIVE GRATE \ OF WORK/ DISTURBANCE TRANSPOR TA TION (NEENAH MODEL NO. R-4340-C) I Jill PIPE SCHEDULE I i �Hiliiill I fill I 111111111111111 Illif PIPE LENGTH DIA. SLOPE _ - - C81 to DMH1 98.6' 12"0 0.5% I- ., I C BMW" \\ ! ® i 0 i C62 to DMH1 7.4' 12"0 2.0% \ \ PROP. f� COASTAL DMH1 to DMH2 131.8' 12"0 1.0% BIT./ CONC. PATH `� OUTFALL #2 GR/�N� T ® Aft Aft C INV.-3.0 E Lo � BANK CB3 to DMH2 5.4 12„0 2.0% PLUG ALL E)(IJ f. T. �a ft DMH2 to WQS1 66.5' 15"0 1.0% _ ` OUTFALLS ALONG W A LL �� ! CB4 to wQS1 17.8' 12"0 2.0% D �- D �� _ D t 2' 15"0 1.5% D \ ALONG CANAL WALL. H� -~�1 • 9 w Qs1 to DMH3 3. 2xO '�► ® SRAN/ T + DMH3 to DMH4 166.8' 18"0 1.5% 1 x ® _t3LOCI< R C I DMH9 to DMH10 166.4' 24"0 0.5% CB12 to DMH10 7.1' 12"0 1.4% x/5/13 ADD BLSF COMPENSATORY TO I CB13 to DMH10 7.1.' 12"� 1.4% REVISE S ORMWATER IFLOOD STORAGE AS. ® � W \\ RL EL. 9. 6 --� DMH10 to DMH12A 5.0' 24"� 1.0% TREATMENT DEVICES. 3x RL �� .�----- RL----- Z-- RL L x I " 2 3/11/13 ADD FORAD RIVERFRONT AREA 1 Pq TH DMH12A to WQS3 6.0 8030 11.2% UNE. 1 9/10/12 ADD LIMIT OF WORK/ 3 a WQS3 tp DMH12A 5.0' 12"0 1.0% DISTURBANCE LINE. 1 PROP. 6 0 DMH12A to DMH128 85.6' 24"0 2.0% No. Date Description ROOF LEADER PROPOSED BUILDING #1 TW=23.0 CB20 to DMH12 56.0' 12"0 2.0% Revisions MIN. 1 .5% SLOPE TO DMH12 W/ GARAGE UNDER 1 ` DMH12 to OF#2 10.0' 24"0 2.0% I ( 47- UNITS) 1 INV.=13.0NOTE - ALL DRAIN PIPES TO BE CORRUGATED PRO PLASTIC PIPE OR RCP. TW,23.0 GRG= 13. 0 PROP. 6"0 \ TW=22.01 OSE ROOF LEADER BUfLD1 of FF- 23. 0 CLEANOUT - BAR C #2 o� ROBERT �y MIN. 1 .5� SL E TYPICAL D ---� E UNDE �PEGIJA Elm TO DMH 3 \ ( ) p �4 7_U R = DEp H. co 1 YD1 p N1 S) TW 22.0 I GRIFFIN -m CIVIL c� \ \ �► x0 _y p INV =12.0--\ #36686 Q �--_ D FL ® ® RL . . RL . RL RL R - R�"-- 2 _ R G= - -7/.-/3 RL\\ 't x 2x45 x X �x--�� \ F= \ b 22. 0 / ® 16- - - - / x3 \ - _ C132 '' urifii CB 1 D D ----___ -18- _ \ X - _ R� I Yp Engineering D - x = �` Group, LLC 20 L P.O Box 7061 --7R \ 2 - \- -22- - - - - 21 - \\ __ _p x 100 Cummings Center, Suite 224G N1��- B 12 x18 Beverly, MA 01915 _ 2 TW 27.5 / TW=28..0 \ TW=28.5 �. -- - ,,, ---_, - - - - - - -- -®-24- x-26- - _ T�V1�32.0 1 �� DMH p \ TEE HP Tel: 978-927-5111 %=_3 0. \ \ TP.-3A �\ �_ 20 ' Fax: 978-927-5103 21 . 68 22x68 1 7 i \ �'� p x82 LLQ _ -\ 1 \ _ TW=26. dii------ ----------- - --- ---- _ --- �'�L - Tr �� '� �0 /� D OP --� ��- - ---------- - _ \ \- TP= p MRM PROJECT � 8 -30- - - - - - - -32 ® _� ��_�- -- '�- - --- -� � \ p MANAGEMENT, LLC - - - - - -�-- - ��2 21 x T'W�=28. ►-- - ---34 _ - - �� - x -2-4__ _ - �cp. _ _ 30 SALEM, MA Z J34- - - - _ -�-- _ --_ - NOTES ��- ---�,_ -_�_,L 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF -38 -38- -- - - - SHALLOW LIMIT OF WORK/ -3$� -3 = - -,� � _ SUPPORTING A MINIMUM H-20 LOADING. M AFI 16 LOT MAP 1 SWALE 0 4O� �`�_ � -� •�� - __-- 2) DETAILED RETAINING WALL PLANS REQUIRED DURING DISTURBANCE \ ® .� 0''C= _ _ _-�34 �- CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED GRADING, DRAINAGE & 1224 LOT 225 MAP 16 ��``- .� �- --`--- ��- �� FOR PERMITTING ONLY. -� SHED T - - 3) CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING EROSION CONTROL N /F #34 N/F LOT 227 2 g APPROX. \ � - - rel DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. I 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. PLAN T C NLEY I TUCKER . APPROX. N/F LIMIT OF LIMIT OF WORK/ TW-32.0 ® ® 200' I LIMIT OF I LAWSON EXCAVATION DISTURBANCE ® FROG I I EXCAVATION #32 PROP. INFIL. FIELD FISH � G I 25' WIDE x 90' LONG POND x \ Lw o 'o GRAPHIC SCALE SwL% 1•=20' I BTM FIELD = EL. 12.5 I BLOCK RETAINING WALK 40 so BTM CHAMBERS = EL. 13.0 MAP 16 LOT 230 X GARDE W/ SWALE ALONG TOP :.:. Job No.: loo I� N/INV.= 13.0± 12"0 HEADER F (SEE DETAIL, SHEET CJ7) ( IN FEET ) File Nine: p/p/S/h_b C- 4B ( ) 1 inch 20 ft (SEE DETAIL, SHEET C-7) DEMEULE xMAP 16 1 OT 2,321 9 ' E f D&k6/20/12 �`� EXIST. �J INSTALL FRAME & PRECAST STRUCTURE SCHEDULE BLSF STORAGE VOLUME COMPARISON O\A EXIST. CB (ECB) o SOLID COVER ELEVATION ISTI G PROPOSED INCREMENTAL CUMULATIVE CURB CUT RIM= CB8 D H8 5'� EL N EX N FZ � RI 8.10 ON ECB RANGE ,E) STORAGE (QF STORAGE(CF) CHANGE (CF) CHANGE (CCF \� �C� / INV.=8.15 RIM=7.00 � 7 to 8 17,654 19,160 1,506 1,506 + �` � / I(IN)=6.80 / / INV.-8.15 I(in)=7.00 (12��) 264 1 770 �O A\ R � I(OUT =5.85 CB1 / CB9 I(in)_7.00 (12") 1DRIM=10.20 I(in)-7.00 (15-) 8 to 9 27,182 27,446 , 9 to 10 49,593 50,123 530 2,300 QQ�� / I(out)=6.90 (18") 10 to 10.8 58,259 61,303 3,044 5,344 �� INV.=7.20 j NOTES: �`�� V� o / '' SEE N OTE 6 C 10&11 DMI-19 - M- �P. �--g_ _ _ RIM=9.80 RIM=9.95 " 1) THE UPPER BOUNDARY OF BLSF IS THE 100-YEAR FLOOD ZONE (ELEV. 10.8'). G / INV.=6.80 I(in)=6.40 (12-) 2) NO REGRADING WORK OCCURS BELOW ELEVATION 7.0' EXCEPT FOR THE LOCALIZED / I(in)=6.40 (12") RIVER WIDENING ASSOCIATED WITH BRIDGE RECONSTRUCTION. G EROSION ' / CB14&15 1(in)=6.40 (18") 3) CALCS INCLUDE 60 & 64 GROVE STREET AND 3 HARMONY GROVE ROAD. NO / O✓� CONTROLS & �� RIM_9.55 I(out)=6.30 (24") REGRADING WORK IS PROPOSED ON 1 & 5 HARMONY GROVE ROAD. / �It ® I � 1 2" VC INV.-6.55 Gj� / LIMIT OF WORK j CB1 A WQS4 =COMPENSATORY FLOOD LIMIT OF WORK/ 00 �-' / / e DISTURBA I OUTFALL (FIRST DEFENSE) �� (DBLE GRATE) RIM=10.0 STORAGE AREA ® DISTURBANCE P �g� / / BANK#7 ! 1=4.3± RIM_8.0 I(in)=6.45 (12") ` 'G GU \ - ' INV.-5.9 I(in)=6.45 (12")" VAP V�1� P�� // \8 0 _ I(out)=6.45 (12") ( / '� - CB23 \ G�/ i TOP O F B RIM=12.25PROPOSED INV.=9.25 COASTAL �°� � � -��_= � •7 OUTFALL #3 N ORITH RI VE CB23 TO HAVE BEEHIVE GRATE (NEENAH MODEL 25 WIDE �� BA 3 INV.=4.3± BANK .� �- WO DO & METAL N0. R-4340-C) S. E. S. D . SEWER BRIDGE W 8" PIPE PIPE SCHEDULE EASEMENT / _ .��A '6 � � �__ - DECK= EL. 9.2± EL NGTH DIA. i _ / - - _ PIPS SLOPE AN 4, .1 _ CB8 to DMH8 19.7' 12"0 5.8% o PROVIDE RIP p 2 C69 to DMH8 16.9' 12"0 1.1 GVR BANK RAP ARMOR AT �'`� �P�.K / /�• � 75 Y -,- ` m CB23 to DMH8 70.5' 15"0 3.2% WING WALLS (TYP) �B AN K '# MAX. SLOPE , DMH8 to DMI-19 23.1, 18"0 2.2% E 1 .5: 1 (H. V) / ` �-- C810 to DMI-19 16.8' 12"0 2.4% EROSION sx w CB11 to DMH9 7.6' 12"0 5.3% /� CONTROLS & EXIST. w " ( S DMI-19 to DMH10 165.0 24"0 0.5% -� [-LIMIT OF WORK/ �� RA " l---� I LR 0 A D CB14 to WQS4 14.5 12 0 0.7% DISTURBANCE ,S K#6 CROSSING \ 14 - - ' - CB15 to WQS4 7.9' 12"0 1.3% 9 83 � �- � -'��...'_ EASEMENT WQS4 to OF#3 52.5 12"0 4.0% _ - CB15 - \ AN K5 .�- \ C619 to ECB 2.0' 1 8'0 1 5'09' 4 7/5/13 /5/13 ADD BLSF COMPENSATORY FLOOD STORAGE ARE g' _ ! \` NOTE - C819 to ECB IS TO BE 8"0 D.I. PIPE. REVISEoRMWATER AS. ALL OTHER DRAIN PIPES To BE CORRUGATEDTREATMENT DEVICES. r BANK#4 A CK S , PLASTIC PIPE OR RCP. 3 3/11/13 ADD FORAD RIVERFRONT AREA PROPOSED R R , TR LINES. REVISE CB10, C611, FEN CE = BRIDGE NOTE: DMH8 & DMI-19. ADJUST A N K# X10 -.--- `1) DETAILED BRIDGE PLANS MEETING AASHTO GRADING FOR RELOCATED -_= - �- STANDARDS REQUIRED DURING CONSTRUCTION. MATERIAL CELL. ADD BLSF , USETTS CALCULATION TABLE. BANK 2 C �r 2 11/6/12 ADD NOTE 6. S _ _MA 9/10/12 REVISE CB19 INVERT. ADD LIMIT B A N K1 _ - - - - 1 OF WORK DISTURBANCE LINE. - _- - No Date Description A C - _ - - ^ - - - --- -- ` D Revisions R 1201\- A0 RET. WALL \ \ CB8 \BLOCK / MONITORING �� _- �"� = TOW=14.5 \ \ = o �� ) ' `\ \ 3 X �� ROBERT WELLS ,( C�' / / .� R ZQINE \ \ 1 o (TYP OF 4) / �� SUFFER \ 1 40 GC FFIN \ Q VIL v \ \ �oss686 -~ PROP. 6 0 � 771 ��_..-- __-- ,- � TW-18.0 \ \ cp � ROOF LEAD E � r/ 2 4 1- 0A ` � �'O MIN. 1 .5% SL MAP 16 LOT 216q J� \ . � _,.._ -- � � 1 \ TO DMH 12 N /F BLOCK RETAINING WALL W A IES RAYMOND 8 �\ f - \ TW=23.0 . I 2 w � (SEE DETAIL, SHEET C-7) T \ 0 \ `'0A 3 _ _ r; -- uriffin 2 - _ �\ I 16x0 \ \ C t LIMIT OF WOR K - . 7-24- o� 26 - \ �Y; � !• z Engineering - 8_3� _ \ u TW-16.0 ® Group, LLC DISTURBANCE _ _ _ _ _ - 2 - f -� - TW 22.0 -..�- - - �\ TW=30.0 \ 12x85 i' P.O Box 7061 --� �� = 6X0 •� ® � hC L R L 100 Cummings Center, Suite 224G X32 -- _' I \ x - Beverly, MA 01915 LIMIT OF x Tel: 978-927-5111 PROPOSED �O�a'\�36� `3� �� 26� �� \ `t ~\�( - Fax: 978-927-5103 ENGINEERED ST \ �� \ _ _ NOTES: BARRIER ONE R \ \ \ \'� `'` `�►- - - 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF MRM PROJECT K/A79 - - SUPPORTING A MINIMUM H-20 LOADING. MAP 16 LOT 217 \ 2 C \� -- - \ \ p CB1 2) DETAILED RETAINING WALL PLANS REQUIRED DURING MANAGEMENT, LLC APPROX. ` ® \ \�■ �_ \ \ \ \�- - CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED SALEM, M A N/F ® \ \ \ �� \ \\ �_ \ FOR PERMITTING ONLY. LIMIT OF \ SHALLOW \� _ 3) DETAILED BRIDGE PLANS MEETING AASHTO STANDARDS SARKES EXCAVATION >� ® \ SWALE \\ \� - _ REQUIRED DURING CONSTRUCTION. #12 \ \ \ \ `� 2 4) CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS, \ \ �\ TN= 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. LIMIT OF WORK/ \ \ \ _ - 6) CONTRACTOR TO VIDEO INSPECT HARMONY GROVE ROAD GRADING, DRAINAGE & _ #6 DISTURBANCE \ DRAINAGE OUTFALL PIPE FROM EXISTING CATCH BASIN. BASED ON --- ZA�LL 21 68 INSPECTION RESULTS, ENGINEER TO CONSULT WITH SALEM CITY EROSION CONTROL `BLOCK RET�AItNtNG •�- ENGINEER REGARDING NEED TO REPLACE DRAIN LINE. SEE PLAN � 32� W -S.ItVALE ALO TOP ��--�_ PLANNING BOARD DECISION. MAP 16 LOT 218 AL _ �.2 c-�-41 SIL VER (SE�ETAIL, SHEET C- 8 _ N�F \ �----- --'30�- IC GRAP H SCALE (PUBLIC WA Y FLOR ES '_�""' .�`'- --�,. �_--�-' ••• S� 1"=z0' ' \ 20 0 10 20 ,o so 34 - --- - Job No•: Q - 700 3 - _ _ C- 4C z _ v J 0 8 --38- W FEET M A F� 16 LOT 1 inch = 20 �t. #4 E D191C 6/20/1 21994 , T �r-i i I M � Q \ U ~ I ~ 0w UW 100 w w BUFFER = Q = ZONE s S :2co1 :2co — R . R . TRACKS 11111 111AUTHORITY I � 111 �i—lTLT 11 I i owl wommomma T f i� 11 i f iT I l i— I L --- D D GRADE HN1C _ p ______ p D D D G ® D p O PSTER 0 AREA / EX o EXISTING 4waTER S • 9. 69. 6 -/_ 1— STORAGE SMH2 AREA �� Z RIM=10.3 I EXISTING 6 INV.=6.65 1 OFFICE .��`� SEE � NOTE 2 � . 1 /v0 BUILDING a � h' �--� R I� E R XIST, GR s 6 sE S a � VA ANS T wER � EB s � TID OC a K RET S M H 3 T, S O ALL S �_ RIM=10.3 TO �' INV.=5.70 5.7 0 EL. -- GRAN 8 0 SDR35 PVC 9. 6 -� 1 8 TE — 8 RL S 0 SDR35 B�0CK S-0.004 FT/FT „ RL p VC RET DING EGRAD S S.4 404 -� B T �_ WALL � VI CE. �� RLQ_ FT/FT CON o — OP E. I R�—� S o c' PA • ` ,1 H!Viu RLQ RLQ RL s S4� D- ABANDON EXIST. 1 3/11 (13 ADD FORAD RIVERFRONT AREA I - S I REMOVE ALL PROPOSED PROP. 8"s� RIM=10.3 ti� WATER SERVICES No Date Description _ ED BU1� D INV.=5.50 R _ & VALVE PIT PER EXISTING ON STIE W j GA D/NG PVC BUILDING SO EX\ST. WN Q CITY STANDARDS Revisions UTILITIES UNLESS RAG #3 SEWER SERVICE. �® O cr E UNDER ss „ NOTED OTHERWISE. (47. U R MIN. 2% SLOPE. ,o , � . . --: _��_ 3 TS� EXIST. WATER��' EXIST. h' pp' MIN. 18 W VALVE WV BUFF_ SEPARATION MDC TRAP 2 �� . _ ER ZON - # OD SPIT ESMH1 EAT CROSSING `� `� RIM 11 .25 Pqss G = T R /� MH o= ROBERT y ' == I(out)=7.0 o EXIST. 8 WA � G `Z� 4 ® W T. 10 S WER '�I' S PROPOSED GC��N I/I/ -�� g' W W EXIST.S S tL �, .0 #36686 � G �_ �R S S ESMH G ✓s TRIPLE GATE :::E VALVE 1 p 11p D �� D z 1 p G G G -- � G W o MERS Gf ' rif Irl i CONNECT TO B > En ineenn Y ' g I � . .. . .. . . . oPROP. GAS SERVICE EXISTING SMH Group, LLC z REMOVE & RESET PROP. SEPARATE 4' 0 -�- SIZE BY UTILITY RIM=11 .30 —i 10 UTILITY POLE. POTABLE WATER SERVICE & PROVIDER PROP. 80 CLDI INV.=5.15 P.o Box 7061 RISER DOWN TO C� 100 Cummings Center, Suite 224G �(�� ' F.. I S ETC FIRE PROT. SERVICES. SEE PIPE. MIN. 5' (SEE NOTE 2) � Beverly, MA 01915 �(� AM- ,� XFORMER PADS. NOTE 1 &3. (TYP EACH BUILDING) COVER y E T c z� S Tel. 978-927-5111 WALL Fax: 978-927-5103 ALL c, MRM PROJECT 1 � MANAGEMENT, LLC 16 LOT 2321 �2 SALEM, MA N/F I BIT. CONC. PARKING / MAP 16 NOTES: 1 PROP. 1) FIRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL MYERS WFENCE/ ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT. 1 O LOT 235 2) EXISTING SEWER SERVICE IS CURRENTLY BRICKED—UP. CONTRACTOR TO # MAP 16 REMOVE BRICK AND VIDEO INSPECT EXISTING SERVICE CONNECTION TO THE '-' N I MAP 16N/F / EXIST. SEWER SCHEDULE MAIN. CITY TO DETERMINE IF SERVICE IS ACCEPTABLE FOR REUSE OR MAP 16 LOT LOT 234 LOT 380 PATTI SON ESMH1 NEEDS TO BE REPLACED. REPLACE SERVICE WITH 10" SDR35 PVC IF REQUIRED. CONTRACTOR TO REBUILD INVERT AND REPAIR DAMAGE FROM UTILITIES PLAN 1 2336 N F N/F RIM=10.26 BRICK REMOVAL. _ / P A TTI SO N INV=3.08 3) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE #1 C1 CSWIGGIN DRAWINGS. SPERIDAKOS ESMH2 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. 1., f , _ RIM=11 . GRAPHIC SCALE S • -_ — 28 � 1 -20 1 INV=5.1 3 40 0 20 40 80 160 r!II 60-M4 E3 E Job No.: 700 N 30' WIDE) C— 5A 1 (pUBLIC WAY ( IN FEET ) �gd� P/P/S�h—b 1 inch = 40 fir. Dgt&' 6/20/12 -T— 12 VC --- '1 / n OUTFALL T4I o 12 VC ,-- OUTFALL 1=5.3± \NK#7� 1 . \ 1 T. N NORTH RIVER CANAL2TIDAL WOOD 8e METAL \ BRIDGE W/ 8" PIPE REMEDIATION AREA DECK= EL. 9. 2± (SEE SHEET C-10) — n BANK#91 B NKA#10 BANK #11 Q0 BANK#14 I U � BANK#12 BANK#13 I BANK#15 EXISTING U w i U w REMOVE EXISTING BRIDGE �— w W W W PUMP STATION & ABUTMENTS w 1 �' W Q = IQ MH Q = d = FORCE MAIN. CUT.72 & -1�� FM FM FM 1 1 .5 FORCE MAIN CAP EXIST. 4" SERVICE _ _ _ _ — W T 1 BAY wcn Lu TRANSPORTATION ! 1 1 1 1 1 L L L_11+4 TOP OF —{-- COASTAL 1 BIT. CONC. PATH E 1 L SMH1 �K Q BANK DUMPSTER — — � RET. p RIM-11 .00 PLUG ALL EXIST. �/'�LL AREA � D D —_ N V.=7.45 OUTFALLS ALONG D TQ— D --- D _ D D D CANAL WALL. EL. BLOCSMH2 �lAL� RIM- 10:3 1 0 S ® TQC/ INV.-6.65 h'Y RL BST _EL. 9. 6 RL RL RL RL < S g' 0 �� CQnIC, P � � PROPOSED �Q, S SDR35 '� TH PVC 1 3/11 /13 ADD UNESFORAD RIVERFRONT AREA 8 0 D.I. BUILDING _ I o S s.o, 004 FT � � No Date Description PROPOSED BUILD #1 SE R SERVICE. �® S SFT Revisions I MIN. � SLOPE. W/ GARAGE NDER S I FENCE ENCLOSED 47 NITS) S o S Bc R E Y l P � TRASH �j y o -- PROPOSED Q S IN STORAGE AREA Y D B CONNECT FLOOR VVI U��IN�' PROPOSED 8"� RL e o (TYP EACH BUILDING) DRAINS TO MDC TRAP. �� GgRgGE #2 �F �� ss9 1 TYP EACH BUILDING) : -----_..._ 4 _ ER Rqp ROBERT N ( ID 7 (SND PVC BUILDING EG TT V'72,1721=— MDC TRAP #�1 D --__� (� SEWER SERVICE. �D GRIFFINrn . I > = D N� S I v CIVIL �' RIM=11 .80 MIN. 2% SLOPE. p #36686 r _ � I(out)=8.0 D RL RL R �{ ® 0 RL _. RL . RL µ RL RL_ D QAIAI 3.!!•�3 f.16 _RL REMOVE EXIST. RL : 1 � DRAINAGE SYSTEM 1 cnc W G :< .. G Grifill 1 w G Engineering D Group, LLC D _ — ® W , PROP. 8"0 CLDI PROP. SEPARATE 4"0 D D _ G c� - ` - _ ��::� P.O Box 7061 G = - 100 Cummins Center, Suite 224G PIPE. 5 COVER POTABLE WATER SERVICE 8c Q D D ----__ < W _ G BMA 01915 1 RE PROT. SERVICES. SEE D ® G y' NOF 1 &2. (TYP EACH 0 tiYo 1 1rH �— ___ p W G � G y a Tel. 978-927-5111 NG 1 B U I LD I �Q C K S --_ p Fax. 978-927-5103 sly MRM PROJECT �► PROP. HYDRANT --_ _ �D t MANAGEMENT, LLC 1 Pft OF 3) PROP. - SALEM, MA INFILTRATION CONCEPT PAD - �,� MOUNT TRANSFORMERS MAI 16 LOT MAP 6 �► e (TYP OF 3) 1 NOTES: 1224 LOT 225 MAP 16 @ ® 1 1) FIRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL UTILITIES PLAN - N /F #34 N/F OT 227 #28 SHED � ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT.c S 2) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE T C N LEY I TUC ER . N F ,top� s DRAWINGS. / FR 1 ET(,`� 3) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. LAWSON 0 I I3 2 GRAPHIC SCALE •_ 1 MN 1A1 � �' � � s� , 20 i 1 1 40 a 20 40so ,Bo MAP 16 L 0 T 2 3 0 yob No, goo N F ( IN FEET ) Fie Names P/P/SA—b C— 5 B i' D E M E U L E MAP I inch = 40 ftDig,; 6/20/12 EXIST. 6, QN EXIST. CB (ECB) p CURB CUT RIM=8.10 n I(IN)=6.80 � I(OUT =5.85 / f 00S / OUTFALL / BANK#7 I=4.3± VA TOP OF B LUG EXIST. 1 COASTAL =-_=' CONNECTION NOR TH R 25' WIDE / AN (SEE NOTE 2) - BANK i WOOD & METAL S. E. S. D . SEWER BRIDGE W/ 8" PIPE EASEMENT EL. 9.2± BAND 7 - - � NK#8 BANK#91 BANK#3 t9 cvRg �1�C BANK#2 0 ' m C' pNG' S BANK#1 ".1 ° 0 wlUw EXIST. t— Ld w Q IQ D RAILROAD � CROSSING BANK#6 EASEMENT BANK#5 I BANK#4 PROPOSED . TRACKS - ' FENCE R .R -�-H + BANK#3 TTS - - - USE 2 3/11/13 ADD REMEDITAION AREA AND BANK #2 C I RELOCATED MATERIAL CELL SSA 1A1 11/6/12 ADD NOTE 2 PER S.E.S.D. BANK#1 .. D No Date Description <5 M D �RAD —1— D — D Revisions R C4 M _ R . - - � _ - - - 1 BULK TRASH t I � — _ - - - - ° STORAGE AREA MONITORING s � WELLS t wv I �o� ROBERT syG H. m WITHIN N � � GRIFFIN y t (TYP OF 4) ENCLOSURE t N'E Y CIT A � © #36686 � 1 goo By �R OP. 8" 1 t PR 0 CLDI ' �.��•�� RELOCATED i PIPE. 5' COVER MAP 16 LOT 216 R FENCE E N F t MATERIAL CELL .•�� / 1t TRASH 8 GRAS RAYMOND t ( ) S t `4 IN STOF 1 ABANDON EXIST. 1 (TYP EA( t ' 6" MAIN Griffin t WATER M A 1 En ineenng 1 BEYOND � ® ra M Gro LLC _ _ _ _ - - - - - - - - - - CONNECTION ®' p' P.O Box 7061 R L R 100 Cummings Center, Suite 224G Beverly, MA 01915 I Tek 97 27- f� 8 9 5111 Fax. 978-927-5103 FROVA MRM PROJECT T. WA �` � MANAGEMENT LLC MAP 16 LOT 217 �� N F rrr> '` -1 SALEM, MA �' y�`�°U 6x8 PROP. SARKES#12 _ �, �► � ,,� v� TEE I - PIPE. #6 - � QQ MAINTAIN EXISTING NOTES: -- �� 6"S� WATER MAIN 1 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. UTILITIES PLAN 2) CONTRACTOR TO PLUG EXISTING S.E.S.D. SEWER CONNECTION IN CONNECTION TOMANHOLE ON NORTHERLY END OF EXISTING WOOD & METAL BRIDGE. VER MAP 16 LOT 218 REMOVE FRAME & COVER AND HAND OVER TO S.E.S.D. PERSONNEL. SIL BEAVER STREET FILL MANHOLE WITH COMPACTED GRAVEL AND ABANDON. N �F I GRAPHIC SCALE S M- (PUBLI C WA Y FLORES I ' -20 +o o so 40 so ,so Job No.: 700 2 (jo sm =7=77 IC— 5C MAd 16 L O T ( n1 FEET Fie Names PSP/sA—b ■ 1 inch = 40 ft D� 12 rt 6 i20 i SEE TABLE OF 3000 PSI CONCRETE INLET PIPE FINISH THRUST BLOCK AGAINST GRADE BEARING AREAS �� UNDISTURBED FOR THE AREA MATERIAL _ \ ��\� / OF CONCRETE 450 REQUIRED • • , MAX. SEE TABLE OF GROUND SURFACE • THRUST BLOCK WATER MAIN BEARING AREAS _ • '•= FOR THE AREA ROUND FRAME AND 2'0 OPENING IN TOP ADJUSTABLE VALVE BOX OF CONCRETE /�\\`% COVER SET AT FINISHED AND COVER REQUIRED FINISHED GRADE. SEE NOTE 4. Z GRADE > J H 45° i TAPPING TEE. MAX. _ . CONC. COLLAR CONFIRM SIZES FLANGED / PLAN OF THRUST 12" MIN. ` PRIOR To CONST. BOLTED GATE BLOCK AT BEND VALVE // H/2 MAX. -RAF7 ADJUST TO GRADE PRECAST CONC. _ ECCENTRIC . :. WITH COURSES CONE OR COLLAR CL 52 CLDI WATER _.'. OF BRICK FLAT TOP MAIN CONE 0 _ . STEPS PRECAST RISER TEE / \ 3000 PSI CONCRETE WATER MAIN � BACKING AGAINST PIPE 0 I, GATE VALVE UNDISTURBED MATERIAL RISER PER PLAN CONCRETE THRUST BLOCK AT PLUG GROUT 4' 7 N . T.S. PRECAST 4' N.T.S. BASE MANHOLE 3000 PSI CONCRETE Min. BASE AGAINST 6" Min BACKFILL TO SUBGRADE W/ UNDISTURBED 450 MA X. CLEAN GRANULAR BACKFILL COMPACT TO 95% MOD. PROCTOR CLEAN GRANULAR BACKFILL MATERIAL SEE TABLE OF 6" CRUSHED THRUST BLOCK STONE BASE NO STONES LARGER THAN 3" BRICK MASONRY OR COMPACT TO 95% MOD. PROCTOR BEARING AREAS 3000 PSI CONCRETE FOR THE AREA NOTES: AS REQ'D PLAN OF THRUST OF CONCRETE 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. BLOCK AT TEE REQUIRED 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. APPROXIMATE LOCATION 3. H-20 DESIGN LOADING. I SHOWN ON DRAWINGS. 4. LEBARON FRAME AND COVER CATALOG NO. LA246 OR APPROVED EQUIVALENT. EXACT LOCATION TO BE 5. SHEA PRECAST OR APPROVED EQUIVALENT. 12" WATER, SEWER, OR DRAIN. SET AT MINIMUM DEPTH OR DETERMINED IN ADVANCE INVERTS AS INDICATED. OF CONSTRUCTION 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 2" MIN.* 000000 °°o°°°° °° °°°° GROUND SURFACE 7. SEE FORCE MAIN CONNECTION DETAIL SHEET C-9. 0000 ° 8. FOUNDATION SUPPORT FOR STRUCTURE PER GEOTECHNICAL ENGINEER. 0 0 0 03000 PSI CONCRETE `� - - 4'0 PRECAST SEWER MANHOLE °° BACKING AGAINST - SEE TABLE OF HYDRANT TO BE An °0 0 000 0°0 6" MIN - BOTTOM UNDISTURBED MATERIAL AMERICAN DARLING ° 0000 0 °° AND SIDES THRUST BLOCK B62B OPEN RIGHT. N•T. S. 45o BEARING AREAS CL MAIN 3/8" CRUSHED STONE MAX. - FOR THE AREA OR SCREENED GRAVEL NOTES: �'. OF CONCRETE ADJUSTABLE VALVE FINISH BOTTOM OF EXCAVATION PROVIDE JOINT RESTRAINTS -• ' ` = REQUIRED BOX COVER GRADE (TIE RODS OR MEGALUG) FOR X * FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID-DEPTH (SPRING LINE) OF CONDUIT. ALL JOINTS WITHIN 15' OF 45' j •, /�\ /�\\� BEND, WITHIN 20 OF DEAD ,/� •'-�••. N REVISE CURBING AND SIDEWALK END HYDRANT, AND WITHIN 15' •_ _ " BACK UP HYDRANT WITH OF MAIN LINE TAPS. . •. 6 FLANGED & 1 6/20/12 •:''_•: BOLTED GATE 6 SQ. FT. 3000 PSI DETAIL TO CONCRETE. TYPICAL PIPE BEDDING SECTION VALVE ; CONCRETE PLACED GROUND No Date Description o AGAINST UNDISTURBED 45' BEND SURFACE 0 MATERIAL ROTATE AS REQUIRED 3000 PSI CONCRETERevisions N . T. S. BACKING AGAINST ` °o o° Y-BRANCH THRUST BLOC( SECTION UNDISTURBED MATERIAL SEE TABLE ON THRUST _• oO PROVIDE 10 CU. FT. PLAN BLOCK BEARING AREA BROOM FOR THE AREA OF °:000 3/8" CRUSHED STONE TO 4' MIN COVER FINISH CONCRETE THRUST BLOCK CONCRETE REQUIRED. /�\\�j •0 12 ABOVE DRAIN HOLE. 6 PVC / 4' WIDTH U.N.O. BUILDING SEWER FINISH D x 6" HYDRANT 6" FLANGED MIN. SLOPE 2% 00* M� SLOPE TO DRAIN * GRADE N T.S VALVE RESTRAINING FLAT STONE OR �� RoeERr �y TEE OUTLET WITH SPOOL PIECE(S) •° ° ° _ _�- .o• o • JOINT CONCRETE BLOCK 40 g H c 4" X XM•e o :'• GRIFFIN TABLE OF MINIMUM BEARING AREAS IN SQ. FT. GRAVEL BEDDING SEWER MAIN CIVIL 8" •.o.•° 00• o #36686 • AGAINST UNDISTURBED MATERIAL � UNDISTURBED �ca� 6x6-W1.4xW1.4 WWF MATERIAL PREPARED WIRE MESH PRESSURE 150 PSI SECTION TYPICAL HYDRANT ASSEMBLY WITH DRAIN Z SUBGRADE GRAVEL � / BASE 3,000 PSI COURSE CONCRETE PIPE TYPE OF SOIL CONDITION N.T.S. BUILDING CONNECTION * WALK TO BE ADA COMPLIANT UNLESS NOTED SIZE BEND A B C D E F G N.T. S. OTHERWISE. MAX SLOPE = 1/4" PER FOOT ri TEES & g 5 4.5 3 2.5 1.5 1.5 1 CONCRETE SIDEWALK 6' PLUGS Engineering N.T.S. and 90 12 6 4 3 2 1.5 1.5 Group, LLC smaller 45 6.5 3.5 2.5 2 1.5 1 1 1 2 3 4 5 P.O Box 7061 22 1 2 3.5 2 1.5 1 1 0.5 0.5 1100 Cummings Center, Suite 224G TEES & 15.5 8 5.5 4 3 2 1 .5 Beverly, MA 01915 „ PLUGS TRENCH WID KEY- Tel: 978-927-5111 8 90 21.5 11 7.5 5.5 4 3 2.5 FINISHED GRADE °0 00 �b O °o 1. 1.5 " CLASS 1 BIT. CONCRETE TOP COURSE O o 0 0 0 00 o TYPE I-1 (M3.11.0 -TABLE A). Fax. 978-927-5103 45 12 6 4 3 2 1.5 1 .5 0 000 0 00 O o O O 2. 2" CLASS 1 BIT. CONCRETE BINDER COURSE ° 0 0 00 0 ° ° M3.11.0 - TABLE A). 22 1 /2 6 3 2 1.5 1 1 1 s" WIDE YELLOW ° ° o 0 0 " ) 12" MARKER TAPES 00 0 0 0 0 0 0 0 0 3. 12 DENSE GRADED CRUSHED STONE MRM PROJECT - - - - "=•' 4U COMPACTED SUBGRADE MANAGEMENT LLC BITUMINOUS CONCRETE CURB � TYPE OF SOIL CONDITION -�'�=�• - �'• ••- CONCRETE ' " _ 2'-0' MIN. WELL COMPACTED _`` � -- --` ' TOP COURSE FINISH GRADE A SOFT CLAY; FINE LOOSE SAND " =EE OF __�_ . -, A B - SAND & CLAY; MIXED OR IN LAYERS; FINE CONFINED SAND 2-6 MAX. CONDUITS (EYP.) LARGE FILL RSTONES SALEM, M A j / �� \� C - HARD DRY CLAY BITUMINOUS g D - COARSE SAND y CONCRETE _ BINDER " E - GRAVEL a COURSE O 12 F = SOFT ROCK 00 " . G HARD PAN00 FULL DEPTH PAVEMENT O�� . CEMENT CONCRETE oa TILT 6" NOTES: //,� , i,�� N.T.S. DETAILS 1. FOR FITTINGS WITH LESS THAN 22 I DEFLECTION USE BEARING AREAS FOR 22 1' BEND. SPACE APPROX. a� I I 3" APART (TYP.) COMPACTED ��1 COMPACTED 2. JOINTS SHALL NOT BE ENCASED IN CONCRETE. BEARING AREAS MAY BE DISREGARDED FOR NOTE: . - GRAVEL BASE SUBGRADE TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OF v - THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE PIPE AND ROCK FACE. 2" MIN. TAMPED SAND GRAVEL BORROW FILL AND DENSE GRADED CRUSHED STONE SHOULD MEET THE GRADATION ABOVE AND BELOW CONDUITS SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF 'ME MASSACHUSETTS HIGHWAY CONCRETE CURB DEPASHOURTMENT LD BE PLACED INLOOSESPECIFICATIONS SNOT TOREXCEEDAYS AND 12-INCHES ANDSBE COMPACTED LAYERS 0 S• _ N.T.S. CONCRETE THRUST BLOCK BEARING AREA UNDERGROUND CONDUIT TRENCH AT LEAST 95 PERCENT OF THE MATERIALS MAXIMUM DRY DENSITY AS DERTERMINED BY : 1 ASTM DESIGNATION D-1557. fob No, 700 N.T.S. FOR MULTIPLE CONDUITS C- 6 NOT TO SCALE Fie Nance p/p/s/h-b a QdC 12/20/11 E a FINISH GRADE. PROPOSED " CHDPE PIPE 18"0 CHDPE - PAVED PARKING LOT NATIVE FILL. 15" FROM WQS#1 OVERFLOW ' • INV.=15.10' INV.=14.75' : < 48" OPTIONAL TOP SLAB 3/4" - 1.5 INCH WASHED, STORMTECH SC-740 DMH3 CRUSHED, ANGULAR STONE SOLID END CAPS STORMTECH SC-740 GRANULAR WELL-GRADED PT SC740E CHAMBERS. (TYP OF 60) INSPECTION PORT BTM OF BED FRAME AND COVER SOIL. 95% COMPACTION # FRAME & COVER ELEV. 12.5 SET AT FINISHED FILTER FABRIC 7 OZ/SY (TYP OF 5) SPACE 56"f O.C. ' FINISHED GRADE. SEE NOTE 4. NON-WOVEN, WRAP- RAP SC-740 CHAMBER 96" BTM ELEV. 13.0' TO GRADE. 12"0 CHDPE GRADE INFIL. FIELD COMPLETELY (TYP OF 3) 60 CHAMBERS PROPOSED MAX. INV.=13.10' T(5 UNITS WIDE, 12 LONG) CONC. COLLAR 12" MIN. _ 1811 =III= -� MIN. _ ••• 11-I O O O O O O O O O O O O O O O O • 8" =I I 12" Min. CONE . '.' 2411 ADJUST TO GRADE !- 12"0 STORMTECH -I 1- PT#B 252AN714�2D WITH COURSES =1 o o 0 0 30" 25' a OF BRICK - � � (TYP OF 2) III-I O O O O O O O „ I=III s Min. = 11=III=1 T 1-1 i 1-1 i i 1 I 11 I 11 I T I=1T=1 11=1 I- I STORMTECH RISER CHAMBER END CAPS -III-I I ;III o PT# SC740EPE12B 48" (TYP U.N.O.) BTM OF SC--740 5" (SEE NOTE 8) BTM OF FIELD 49"f ELEV. 13.0' 51" 12" MIN. TYP. ELEV. 12.5' (TYP OF 5) (SEE NOTE 3) ESHWT ELEV. 8.4' 5" INFILTRATION FIELD 90' PIPE SIZES PER PLAN TYPICAL CROSS SECTION 1' STONE 12"� STORMTECH ST RMTECH SC-740 CHAMBER SYSTEM ON INFILTRATION FIELD DETAIL 90• MANIFOLD BEND 0 MBEPT# 1298AN74 BASE N.T.S. & END N.T.S. NOTES: 1) PROPOSED FIELD DIMENSIONS 25X90'. 2) MANUFACTURED BY STORMTECH OF 20 BEAVER ROAD, SUITE 104, WETHERSFIELD, CT 06109 USA ., 888-892-2694 3) CONTRACTOR TO REMOVE ALL TOPSOIL, SUBSOIL & URBAN FILL FROM BELOW THE INFILTRATION FIELD AND 6" CRUSHED ESTABLISH BOTTOM OF FIELD GRADE WITH CLEAN SAND MEETING THE SPECIFICATIONS OF "TITLE 5" SAND. f1 STONE BASE NOT FOR CONSTRUCTION-CONTACT HYDRO �MwuH�LEw,w.1..ANvsuaa BRICK MASONRY OR 6 �' ' f•••. 3000 PSI CONCRET INTERNATIONAL F{.1RSITE",rr'PECiFIC DRAWINGS +; - : 1 : THICKNEMESARE NOT 110 NOTES: SECTION VIEW f SCALE. --, Y. ,taNTAJw7 HYDRO 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. CONC. COLLAR ' 6 INTERNATIOI+WL FORA , „ 124 h 114A4Iq- ; 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. 12 MIN. `�' BO ELEVATION PRIOR TURE 3 7/5/13 CLARIFY ELEVATIONS ON a' ' 't '116 in[B�6f 1Q LETTING FI FIRST DEFENCE INFILTRATION FIELD. REVISE IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. r •• � ' MAN OOFIRSTDEFEt+1BE „ 1 t ,•• -` MewHDLE STORMWATER TREATMENT 3. H-20 DESIGN LOADING. 12 _ ''` SMALL CAST IRON FRAME & COVER (H2O). !f ` :s� 102 in IBM IQ 0 3.CONTRACTDR TO CQWPM DEVICES. ADD DROP AND FLIM,PIPs INVERT;&PIPE ERA. BYPASS WEIR MANHOLE DETAIL. 4. LEBARON LA-246 FRAME & SOLID COVER (MARKED DRAIN) OR APPROVED 48 3/8" CRUSHED STONE SET ON 2 GRADING RINGS & MORTAR BED AND PIKOR�ITATION REVISE LAYOUT EQUIVALENT. 8" '� OR 2 COURSES BRICK AND MORTAR. PRIORTORMEM1h10UNIT 12 0 PIPE OR SCREENED GRAVEL .�' ,�.�_� TOFABRICATON. REVISE STONE DEPTH ON TOP 5. SHEA PRECAST OR APPROVED EQUIVALENT. FROM WQS2 PLACE CONCRETE COLLAR AROUND �, i!8 in(6'LET) 2 4/25/13 OF INFIL CHAMBERS. ADD 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 6 THICKNESS MIN. STRUCTURE. {I �$Cu" 118"0 PIPE INV.=6.50 BELOW GRADING RINGS ADD NOTE FOR TITLE 5 SAND 7. FOUNDATION SUPPORT PER GEOTECHNICAL ENGINEER. FROM WQS2 INSPECTION PORT WITH SCREW-IN CAP --- I ---- " " ''� BELOW INFIL FIELD HtY BY VAIb eL WHIP noN REVISE INFILTRATION FIELD TO INV.=6.00 A - _ . ..3 . REWPONHI$TORY 1 6/20/12 SC-740 CHAMBERS. ADD 8. DMH 5, 8, 9 & 10 TO BE 5 PRECAST MANHOLES. LOAM & SEED 3,000 PSI CONCRETE 5 �- Deka N TYPICAL MULTIPLE INLET PLAN DRAIN MANHOLE RISER 12 PIPE , PRECAST FROM C621 "!•• #�'�� 11rt,�a11 dr1l!'=t,r • •``-,.. �:a'.: VIEW TO STORMCEPTOR DETAIL OF�•rn Or,ed" 14vow wBd REVISE PRECAST DRAIN INV.=4.96 EMH 1+IR.1 MRJ MANHOLE AND YARD DRAIN .--. N . T. S. 6"0 ROOF LEADER 4.= 2! � Iron DETAIL FROM BUILDING #3 a 4" PVC RISER ',�; 4-FT DWIufErER ' INV.=5.50 - ' 96" 18" FIRSTDEFOVSE NO Date Description 4811 _ `,. MIN. MAX. �.L:� =:_ � Revisions SECTION A GENERALARRANGENIENT 12" 8" 24„ BASE 8 24" STUMP �' �' �' �' �' �' INSPECTION PORT TO BE Hylo ' : = _ 18"� PIPE 70 ATTACHED THROUGH CAPACTIES: Intr~rna#>t�iln l; ` OUTFALL 1 :SC-310 CHAMBER KNOCK-OUT LOCATED s t o r m w a to r # Lest 1.PEAK ds / o '.t 'r' AT CENTER OF CHAMBER 48 INV.=2.45 2.TREf1TMENT FLONV:d.7 d.014) FILTER FABRIC 7 OZ/SY ITEM . SIZE Qn) DE£>vRIIPTIOM :18EDIMENT11%MRADE C?PACITY.1 cu yrd;aT6ou m.) 9 t 40 IA?.U7 041:I k MMF XA: a�OIL t 1I CIR .Gt l: .%o I r:,taD ga.(klul le*a) ea nuMrs O e o ROBERT � OPTIONAL TOP SLAB NON-WOVEN, WRAP INFIL IPodlsnd,Main&04102 � H. m 2 IALLI CFU 1 L(Yd KOM FRILL'S I MAP) � � SECTION VIEW . FIELD COMPLETELY AaaTtatil�.LOESIowINFLtiRMaTlOr�: Td:(20/)064200 o GRIFFIN SQUARE FRAME AND NOTES: : OUTLCTMIU[L FtmiW7)75&W12 `� CIVIL .1 111 %117 PIPS(BYOT1 ERS) 1 MPkXIMLJM INI F TAIL 1'I FT PIPF rNAMFTFRR-18 In slanmeawernquIiMhFteeh In -o #36686 oz GRATE SET AT FINISHED 1. SEE PRECAST DRAIN MANHOLE DETAIL FOR 2,WDSMUMNI M91IR❑F INLET PIPES:I �o �`� FINISHED GRADE. SEE NOTE 4. MATERIAL SPECS AND ADDITIONAL NOTES. INSPECTION PORT DETAIL 5 19 OL1TLL7T:PE45YGTHERM S.MINIMUM M13LEBETWEEN PFM90DEOF+� & HIGH F11-M OYPAW GRADE N.T.S. DROP MANHOLE H OLE (DMH 7B) DETAIL I L 90 FRAI4IE?NO IJO'1Qi 14irtCRATE) /3 CONC. COLLAR �r...�..e►�i�►i..wr.Msy.:e.,��,,.+,rr.,r�rr,ra.a.,r:.mlw.e.�.ryfar�..rr.l�•o.,�s..e.r�vr+,dwrN.+y�,.>,e.,.m. CAD Rut F40�i r'•2911 ~.r,+y+.+f.:...a.+�...*rrk..,frr#*►r,.Iw..rw �.w.w,.+wr.wp.war.r��-..1......�..�r.w,lw.,r.sr.....rdw...r-.w.+a.wrr� iw.l6'��'Yrr!>•uMmfo�d�ht•twp��r�atbsibrel+plr/a4tisotl a�c•Islalgwlz esLar.sWdl i'h eawf,ar.�MN►+1Q8aM6'ellsl►o�iL+mow ?� j. N.T.S. Hlrto lMwmlbnd +tin vifwu w 6.Ki dnat(+I q 1.Yi nra a,.Mgw,c a a"aft a�vra.arra.mrtin+upwsnnmv-y�q rar.�nrx+r gm.w rr sr.ro=m a.n�r wn.rc r n+.apr+ :111 V FSA RIM. !! .1...H..Y}.,�yaA i...In..t►VfA4 +/4 V IY.r=7Mtti14.* �n y r�n yY�1�v1M7/n 1 1.a�A..rIVM.1pr,y.n11Y}.�a niw. 12" MIN. '' 12" ADJUST TO GRADE WITH COURSES 8/f -t::., i OF BRICK CONE :. 24" 'i �r ,ti; ' '. ., .. I��T Ft�f� C�I�IITF�U�TIC�N CONTACT HYDRO H� in 1.11Jt4NFfQLE IAfAL�AHd BLJ19 rDRAINTECH POLYOLEFIN TI 11�14JESSE£ARE rJDTra CONC. COLLAR INTERN�ATIO L FOR SITE SPECIFIC DiRA1�1ti{INGS 12" MIN. iaE 12 0 ATRIUM GRATE :- - _ j PR „ , ,•_. •, ; b: 2.MI TACT WORD ��:��=.,. Engineering „ PLACE 3" THICK LAYER S -, z, T - INITERNAT10NAL FMA ry:•� :�}� „ 24 PIPE " •; 80�OM OF4BTr�UMRE I Group, LLC 48'° iio 10 ' ' • TO DMH128 OF 1 STONE ® GRATE. .: --. 1 SIETTIKG 00% 4�rT EAM 24"s� PIPE 48" " INV.=5.20 MIN. 18" ALL AROUND. SLOPE TO DRAIN .6i RIM:6251Bin-- :` -•1. WFENDERMOYHOLS. :� : P.OBox 7061 RISER FROM DMH10 6" 8 COMPACTED tDs'76s'erl 1 100 Cummings Center, Suite 224G INV.=5.30 EARTH '..� Beverly, MA 01915 .• '� LEDGFt't:131 1F4 in - -I I I I I-_I ,� ° I A OUTLET. -• Tel: 978-927-5111 1_ _ _ - ,__, ►Evisl15Mn1$TL�I�Y Fax: 978-927-5103 PIPE SIZE PER PLAN -I III _ _ - INLEI:97 in L--- �eF REV RV DATE C£BCRiPriew 48" SUMP 12"0 PIPE I-I I=1 I=1 I=1 i= -I I i=�- =i I=III- SKIRT.281.2ir ,. : axle _ MIN. OIL/DEBRIS HOOD 8"tzs PIPE FROM WQS3 -I I-III-III-III-III o o �-III-III= i i- „ _ - �r1zo�1 5�'1e�=t-0• "SNOUT" TYPE BY LEBARON TO WQS3 INV.=5.20 DEPTH =III=III=III=III=III=I =1 I-III=III-1) - 12 0 CORRUGATED -__ qpmm am MRM PROJECT BASE :: HDPE RISER 'z 1p: EMH� �IR�.I IMRJ OR APPROVED EQUIVALENT INV.=5.25 AS REQ'D 1-1 I I-I I I-III-I I I-I I I- MANAGEMENT LLC BRICK MASONRY III=III=I I I=1 I I=J 1=1 0 '` ' ' ` _ _ _ �: , � � SUMP;�In ""° SALEM M A WEIR TOP=5.80 -III=III=III=III=III= ' 4+7 DUkMETER SECTION vlEw -III=III-III-III=1II- r I 1 I I=1 11=1I11=1 1=1 I -STGNE BUi15E D01S1r+13TREAM DEFENDER 6" CRUSHED NOTES: III-I I=III r 0 SPECER IFCA ONS 6" STONE BASE 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. - _ �E�°�'�' 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 -II oE7+tEliAIRFtRN+1�jEfAENr SECTION VIEW SPEC. 0.12 SQ. IN-/LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) 12"� CORRUGATED NATES: -BASE BOTTOM. HDPE 90' ELBOW W/ 12"0 HDPE_ PIPE �lxLxl c�4aficrrl� 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. 3. H-20 DESIGN LOADING. GASKETED ENDS MIN. 2% SLOPE Ir6m DGEMIP71ON SIZE 1.Ptraktraalnentf m:Uc&(HE Pm} H dr`o. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. PREc�tsT.wlaw�raolF(�YFn`DRD�1A as i, a.2.Ofgagod ant�rsarageawec4►:.tzmlt.s'd.�os4eu.mi DETAILS II 4. LEBARON LA-246 FRAME & SOLID COVER (MARKED DRAIN) OR PRE�.,ASM:1) 3.Of garage Jt Gal:[ Item; jt D r matiatn r IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. APPROVED EQUIVALENT. COMPACTED CRUSHED s t a r m w a to r STONE BASE 2 FRAlJ1E`AhidOONER 5019 ADQITItSNAL DESIGN IMI=IDHNLbT10N: 3. H-20 DESIGN LOADING. ( , ' �,$e°u s �I}Odof ),to e oera e�adodP IX NAth aI. i•, 1211�Qed iliM ,eueoedit 5. SHEA PRECAST OR APPROVED EQUIVALENT. ;< NLETPIPEI$YOTHERS) 121, 4. LEBARON LF-248-2 THREE FLANGE OR APPROVED EQUIVALENT. 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL a TLErPiPE e�r�rHEFk) 11h I14Hu,Main 0411 (12 5. SHEA PRECAST OR APPROVED EQUIVALENT. RESIN. b PIPEawpuimis(my On-ims-) POWU867ttia'nrianiatiayorthawllaLpioacallL*'64111084tOSlAteil�aandil" P4�"07)76 200 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 6 LEDGERANt'L: z.Only prjillWinwpip"mpywusio.Thpiniptpipe invensho0cl >IgVgwO1�91•Ifpitposdip-Mfti, Tel:1207)76M200 7. FOUNDATION SUPPORT PER GEOTECHNICAL ENGINEER. beowft outidl pipe irnad. The I.D.enre wel pipsNvuld be plwW leegent6d the LD aribe F"'c� 750-MlZ SizaL ; 1•=40' 7. FOUNDATION SUPPORT PER GEOTECHNICAL ENGINEER. YARD DRAIN #1 8e2 Z t,P�c TFww1E manhcie: Thtcrientalancif lheinletpipecan beadfuslcdlasuit%Wconitlons, Hewlassasuc �qutr hFlechaaam BYPASS WEIR MANHOLE (DMH12A) DETAIL 5 DIPPUr- wlha12in.WE4.9in Porn). 1-r adeaswiri,�oew1Is�Hiddripes. 4' PRECAST CATCH BASIN N.T.S. N.T.S. !CENTER SHAFT COME m 6d � ��Fra Ina xune1ha11p Iedrlted rormiha 111�n flaw pETul andproGacEedilam fob No•: goo ,�e,entralnmertl lf�e t�erx7lrg aktk- 14 IBENCHIN1349KIR T d.Dime�neiomate eeerN eM intended Lr 'delle#! C- 7 NOTES: wrr+n*�rtlh{I 11..i:fls4fFlNz�s.�v.�lldkyF_ wr ra+WasieMK.m�l�as�� rellnlparl�v111fykrayY�f.�pdny�sy yrka.�..s CAD Fmt faaL3A a N�rl�n P/P/ I�- 4Di1 tr.r,kr1.,....a...a...r,arm.atilr.+ ,.ti..i-..r.q.are.r►..wr..►./a.r�..=.I�.w....y}n....r..Ys=w....naaz...n..n4�r... $ b 1) THE BASIS FOR THIS DRAWING IS DRAWING STD-1110A PREPARED Inlernauo„al ib ri'. .,'d�,:w ' 'r�4+r+�`�,► ':�►+�° '�:wY f +Nw` *°�'��:�� :' + ,a,� 'w-`t�•► FMJedtND. ,�.may, NTSBY ADVANCED DRAINAGE SYSTEMS, INC. ir+.rr.W.A"d.%Lf4AWdYINAdet Ok d ir2nebd9..MYill�yyh/yVf3lWl6(HM1 Y.IVALYAmlpwi[auxadr wpvwM1Ypiftawmasvft%vmwm R D=MnSNo-,UTA My. D&k 12/20/11 I .. .. TM INLET D A B INLET D A B 4" 3'-6"0 3'-0" 2'-6" 8" 5'-0"0 6'-0" 5-0" 5" 3'-6"0 5'-0" 4'-0" 5'-6"x 5'-6" 4'-6" 4'-0" as'• •�•--•' 4,• • :T -• s - - '-_ A! - ..a '�•• i• -! :,:, " 8 11/16" 3'-6'x 3'-6" 4'-0" 3'-0" 6'-0'0 4'-0" 3'-6" NOTES: " - = - 24" ®®®®® � ECONODRAIN 4. _ - = " + ' - • _ . = • ' 4-0 3-8 3-0 6-0 x 6-0 3-0 2-6 3 1) THE BASIS FOR THIS DRAWING IS DRAWING STD-1001 - . » » • » . PREPARED BY ADVANCED DRAINAGE SYSTEMS, INC. 0000000000 0000000000 0000000000 0000000000 ® �® SERIES #6 6 4-o x 4-0 3-0 2-s s-s 3-s 3-0 BUILDING 0000000000 0000000000 0000000000 0000000000 ®®®®®®® TRENCH SYSTEM CLAMPING 4'-6" 3'-0' 2'-6" 6'-6"x 6'-6" '3'-0" 2'-6" FACE ,._ - - 'a- = •- ®®®® BOLT 6" 4'-0"0 5'-0" 4'-6" 10" 5'-6"0 7'-6" 6'-6" •.a=. •' =.: :.•: °, 4'-0"x 4'-0" 4'-0" 3'-6" - STANDARD - 4'-6"0 4'-0" 3'-s" DOWNSPOUTr_-.A 6'-o"x 6'-0" 5'-6" 4'-6" PLAN VIEW H-20 CAST IRON GRATE ( - - VARIES 4'-6"x 4'-s" 3'-6" 3'-0" s'-o"0 s'-s" 5'-s" #EG08241CIA I I I III j 5'-0"0 3'-6" 3'-0" 6'-6"x 6'-6" 5'-0" 4'-0" 1 31% OPEN AREA '" 5'-o"x 5'-O" 3'-0" 2'-6" NYLOPLAST CLEANOUT FRAME & GRATE EPS FORM 06 30.2 SQ. INCHES PER LINEAR FOOT EXPANSION (FLOW=196 GPM) CONTRACTION II-1 INLET PIPE TO BE SIZED BY END CAP ADJUST DOWNSPOUT ADAPTER 24 -0 _ z PLUMBING CONTRACTOR GRADE INSERTED IN RISER II —I I—II III— N PIPE SLOPED — (I(�I I I I NOTES: FINISHED - DRAIN BOTTOM =III=( " _ FOR INLETS LARGER THAN 10 THE GRADE 6 BUILT-IN SLOPE (0.50%) 7 " 0.5% TO OUTLET DESIGN AND DIMENSIONS WILL BE 4" ROOF VENTS fi DETERMINED FOR EACH PARTICULAR INJECTION ="'� CASE a ECONODRAIN INSTALLATION DETAIL PRE-CAST SEPARATORS ARE TO HAVE '4 �r = r ; . i-= „ • : =- •• ; ALL SPECIFIED HOLES EITHER CORE— MOLDED a• :: WT 45' BEND .• . . ,i •� . PAVEMENT BORED OR CAST IN PLACE. SIDE SECTION VIEW INJECTION INJECTION = MOLDED WT MOLDED ND TRENCH DRAIN SYSTEM ° . 0r 45' WYE 90' BEND - '=r..�� EXTRA HEAVY C.I_ INLET ' . wJ-04 N.T.S. FROM WASH STAND OR WNOTES: 1/8"LONG 1) CONCRETE: 4,000 PSI MIN. AFTER 28 DAYS. FLOOD DRAIN U) BEND C.I. 2) ALL REINFORCEMENT PER ASTM 01227-93. y c.I. TEE 3) TRENCH DRAINS SHALL BE ECONODRAIN TRENCH DRAIN SERIES #6 OR APPROVED EQUAL. GASKETED 6" CHDPE PIPE (TYP) `r:':- 4) BAR GRATE COVER PROVIDED BY ECONODRAIN TRENCH DRAIN SYSTEM OR APPROVED EQUAL. a o ' LINE —� CONNECTION MIN. 1% SLOPE ROOF LEADER 5) SECURE THE TRENCH DRAIN STRUCTURES to prevent 'floating during concrete placement. — — CLEANOUT DETAIL • - a;s a OUTLET TO SANITARY SEWER N.T.S. ALL INLET TRAPS TO BE o PROVIDED IN ACCORDANCE : . •. EXTRA HEAVY C.I. PIPE WITH 248 CMR 2:.00 A, D MIN. ALUMINUM OR PLASTIC COATED 8"POURED IN PLACE CONCRETE; •+ 8"SOLID CONCRETE BLOCKS WITH USED WROUGHT IRON STEPS CAN BE a FULL MORTARED JOINTS,HORZ. AND VERT., PLASTERED INSIDE AND OUTSIDE. PROPOSED PROPOSED PROPOSED PROPOSED WROUGHT IRON STEPS SHALLOW LANDSCAPING SHALLOW LANDSCAPING R SWALE. MIN. SWALE. MIN. _� = SHALL CONSIST OF PORTLAND M PART CEMENT, 3" DEEP RTAR USED 3 DEEP 2.0' rr 2,Q'; a. •_ 2 PARTS SAND. 6" TH. 4.0'f 6" TH. 4.09f / MIN. 6" TH. LOAM & SEED ' �; - " : ° CEMENT BRICK,HOLLOW CONCRETE, OR RIP RAP RIP RAP / ALL DISTURBED SLOPE. ° CINDER BLOCK MASONRY MUST NOT BE (D50=4") / MIN. 6" TH. LOAM & SEED (D50=4") / CONTRACTOR TO PROVIDE GENERAL CONSTRUCTION NOTES USED. / BIODEGRADEABLE EROSION ALL DISTURBED SLOPE. / BASIN TO BE LOCATED OUTSIDE OF BUILDING ALL OIL AND GASOLINE MUST BE REMOVED BEFORE / CONTRACTOR TO PROVIDE / CONTROL BLANKETS WHERE POSSIBLE,COVER TO HAVE A CENTER HOLE. CLEANING OUT THE BASIN, AND MUST NOT BE 12" TH. CLEAN 24 T ,_�\ / BIODEGRADEABLE EROSION 12" TH. CLEAN -24 T _ i RETAINED SOIL / DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. A TIGHT COVER MUST BE USED IF BASIN GRANULAR FILL 24 M -s--' -''r / " CONTROL BLANKETS GRANULAR FILL 24 I ` ------------------ " // IS LOCATED INSIDE OF BUILDING. SPECIFICATIONS FOR COVERING SPECIAL CASES OR 2 9/10/12 REVISE RETAINING WALL DETAIL. 4 PERF. CHDPE UNDERDRAIN 4 PERF. CHDPE UNDERDRAIN coNDrnoNs, SHALL BE APPROVED BY THE LOCAL 40 MIL. PVC I / 40 MIL. PVC = __L_____________—___ ____ OPENING SHALL BE NOT LESS THAN 24" DIA. AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A. "1 6/20/12 ADD LOW PERMEABLE SOIL TO / SLOPED TO DAYLIGHT. WRAP SLOPED TO DAYLIGHT. WRAP RETAINING WALL DETAIL LINER. SOLVENT LINER. SOLVENT I REINFORCED SOIL 24 M W/ ,MIN. 1 CF/FT OF WELD JOINTS 24 M W/ MIN. 1 CF/FT OF THE CATCH BASIN SHALL BE SO LOCATED AND WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18" ILIO Date Description WELD JOINTS RETAINED SOIL / = CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED. APART. P WALL I / CRUSHED STONE & 8 OZ/SY WALL --�-----12" DRAINAGE: ZONE CRUSHED STONE & 8 OZ/SY HEIGHT 39 M I / FILTER FABRIC. HEIGHT =24 M ' (3/4" CRUSHED STONE) FILTER FABRIC. INLET PIPE SHALL BE AT LEAST FOUR BOTH VENTS SHALL BE EXTENED INDEPENDENTLY 18" Revisions VARIES I " VARIES -- ---------------------- INCHES ABOVE NORMAL WATER LINE. ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL / 12 DRAINAGE ZONE / AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A. (MAX. 12') = 39 M I / (3/4" CRUSHED (MAX. 18) :24 M / WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, 3.6' = ( / 3.6• = ________ / OUTLET SHALL BE AT LEAST THREE FEET BELOW THE (Outlet pipe to be 45 degree angle) / STONE) C SURFACE. •I = 45 M I / :24 M _ ____G_E_0_G_RID__D_E_P_T_H_______-_I / THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN I / \,—APPROXIMATE LIMITS -� / WATER BEFORE USING, AND AFTER BEING EMPTIED FOR ; 45 M / OF EXCAVATION _24 M I / s-. _ __�----------_ / PERIODIC CLEANING. r ar � / ------------ MDC TRAP �� 60 M / =24 M / �''ii ROBERTH. / ---------------------J N.T.S. •'Ic GRIFFIN i 60 B DRAIN TILE '24 B #36686�.��/ � 66III6 wQ / (4 MIN) DRAIN TILE F �` nNA EMBED. EMBED. (4" MI N) P VARIES VARIES GEOGRID WALL NOTES CRUSHED STONE GRAVITY WALL CRUSHED STONE N.T.S. 1) TYPICAL SECTION SHOWN FOR PLANNING BOARD PERMITTING ONLY. N.T.S. DETAILED DESIGN PLANS REQUIRED PRIOR TO CONSTRUCTION. LEVELING PAD LEVELING PAD 2) RECON SERIES 50 RETAINING WALL BY SHEA CONCRETE SPECIFIED. (MIN. 12" THICK) RETAINING WALL (MIN. 12" THICK) OWNER/LANDSCAPE ARCHITECT TO SPECIFY TEXTURE. TYPICAL SECTION 3) MINIMUM 10% WALL EMBEDMENT OR 6", WHICHEVER IS GREATER. 5 X "D" 4) DRAIN TILE TO DAYLIGHT (OR YARD DRAIN) AT LOW POINTS, ENDS, AND N.T.S. MIN. 50' O.C. 5) UNDERDRAIN TO DAYLIGHT (OR YARD DRAIN) AT LOW POINTS & ENDS Engineering C)' C), Q Group, LLC _ P.O Box 7061 u 2"x 2" HARDWOOD POST EROSION CONTROL FABRIC —./ � l / � 100 Cummings Center, Suite 224G MIN. LENGTH OF 4' (MIRAFI NO. 100 OR EQUAL). `—✓ Beverly, MA 01915 AT 6' MAX. O.C. STAPLE TO POST AT 6" O.C. PROPOSED Tel., 978-927-5111 VERTICALLY. CHINK VOIDS AND OUTFALL `� P-_ GROUT AROUND Pax. 978-927-5103 PROPOSED OUTFALL PIPE �-_/ -�/ \--_./ �---�' OUTFALL 2"x 2"x 30" C� C�� "DPP MRM PROJECT 2.5' MIN 28" HARDWOOD STAKES DIA. PER PLAN (� 5 X D MANAGEMENT, LLC t IN EACH HAYBALE. DIA. PER DRIVE 6" TO 12" IN � ,�;,®��1�1%` ;- PSN % % % % SALEM , MA GROUND. �.► :,� 5 Min. ��►!;®��,-,`, .�` (U.N.O.) i � � ► ►i/�I' ' 1 ; �; I I ; 1 I 6"t SLOPE Err � ,►►,,®,►, ,�► I/ 2%, MIN. EXTEND OUTFALL ► ;,,� - >> �/ I o 0 0 0 o FLUSH W/ EXIST. I ( 1 I tl t = 1.5 X Dao BLOCK WALL O 1.5' Min. EXCAVATE SHALLOW I ► i I ' ;DESIGN ROCK MATCH EXISTING C� DETAILS III TRENCH BY HAND & ( o 0 o RlPR,4P o o BACK FILL AFTER I , STREAM BED � � • GRADES 2rr INSTALLING FABRIC BUTT TIGHTLY E Y TOGETHER I T F NCE HAYBALE 5 X "D" RPO RAPE 9" Ste= 1"=40' S L E PLAN VIEW EROSION CONTROL SECTION VIEW yob No, 700 N.T.S. OUTFALL DETAIL C- 8 N.T.S. Fie Names p/p/s/h-b E Dlit 12/20/11 r 5'. i 24 CONSTRUCTION SEQUENCE: 1) INSTALL EROSION CONTROL DEVICES ALONG TOP OF BANK AND LIMIT OF WORK. MAINTAIN THROUGHOUT CONSTRUCTION AND ADJUST DAILY AS ............ .................................... ....... ... ..... ... .................. ....................................................................................................................................................................................................... ..................................... ............................. 22--------- ........ ----------------- REQUIRED. 2) DECOMMISSION EXISTING SEWER PUMP STATION. REMOVE SEWER UTILITIES ............ .................................................................................................................................................................................... ................... ..................................... ............................. FROM EXISTING BRIDGE. ............ ................................... ---------------- ....... ..... 20...... ........... --------------------------------------: 3) REMOVE EXISTING BRIDGE SUPERSTRUCTURE AND ABUTMENTS AND DISPOSE DECORATIVE'. OFF-SITE. LIGHT POSTS ............................................... ............... ................... ..................................... ............................. 4) STABILIZE EMBANKMENT WITH RIP RAP. 18 ........................................................... 5) INSTALL TEMPORARY SHEET PILING COFFERDAMS AT PROPOSED ABUTMENTS. 6) STABILIZE EXPOSED BANK AND BASE OF WALL WITH RIP RAP SCOUR .................. ................................................... ........................................................... ............. ................................ ............................. TION. .............. .......................... ............. ......................... ............................................................................... ........... PROTECTION. 16 ..... ............ ....................... 42" HIGH GUARD 7) EXCAVATE TO PROPOSED FOOTING GRADE. ESTABLISH DEWATERING SYSTEM. S.E.S.D. SEWER EASEMENT --------- 8) INSTALL FOOTING PILING SUPPORTS. .............. ..................................... ..................... ................... ...................................... .. ... ...iTI------- .................... ------------------- ................................ ............................. 14 --------------------------------------------- ----------- ......... -------- 9) FORM & POUR PILE CAP. 10 FORM & POUR ABUTMENT WALLS. FINISH T -F--1 L..J. 11) REMOVE SHEET PILING AND FINISH INSTALLING RIP RAP. ........................... ........ .... . .. ................................ ............................. 12 ........................................................... RADE...... 12) INSTALL PROPOSED STEEL I-BEAM BRIDGE GIRDERS. !Z 100-YR FLOOD -T 13) FORM AND POUR CONCRETE BRIDGE DECK. ELEV. 10.8 j F�j bU-yH I-LUUU-� ....................... ................... .......... .................. ................ ...................................................... ------ ......................... .... ..... 14) CONSTRUCT BRIDGE CURBING, SIDEWALK & GUARDS. 10 ------------ .............................................. 1W/-Pi1*SE--1&,1±-ONLy...................... 5Z 50-YR FLOOD '7 ELEV. 9.16 15) INSTALL ELECTRICAL CONDUITS AND BRIDGE LIGHTING. F 16) FINE GRADE APPROACH RAMPS AND INSTALL BINDER COURSE. ='FXIS 7------------------------50�:-YR D-*--***--*-------- .. ..... ...... ................ ... ............... ........ .............................................. ........ .. ...... -F .......... ................................ 17) INSTALL APPROACH CURBING AND SIDEWALK. ELEV. 8.95 BIM XISTING E�AM S � V W/ PHASE 3 WIDENING --------- EXISTING--------- COMPOSITE 8" TH. BOTTOM of GRADE 18) LOAM AND SEED ALL DISTURBED AREAS. 8 ------------ ---------- .................................... ...... ELEV. 7.1 ELEV. 7.09 GRADE BOTTOM 0 STEEL 1-�'-BEAM 19) INSTALL FINISH PAVEMENT COURSE. SEE NOTE 4, : CONC. DECK & 19" :*"*,**** •....... .. ........ ....... ...... ................. ------------------ ....... ... .......................w.............. ..... ................................ ------------- ............... 6 ---------------------- .. ..........SHEET :M----------- ------W------------------------- -------- -TEELA-B V--------- ............. ........ ELEV.- 8.0± ARMOR PROPOSED 20) REMOVE EROSION CONTROLS AFTER ALL DISTURBED AREAS ARE STABLE. THIS SHEET ELEV. 7.2± 7 MHW ELEV. 5.0 ARMOR PROPOSED REMOVE DESLOPES ALONG SIDESLOPES ALONG PROP. FINISH PROP. FINISH -EXI-STING.................. ..............$JOIL..&$..... ........�-SWIIN.GWALLS-Ac.-BASE................. 4 •--•-•-•--•.... --- - ------------------------------- ............................WINGWALLS...&8ASEw..... ........ ............ IVEH"BUTTOM.'*........... .................... ......- RI\YMtfOTT0M........... RIVER BED NECESSARY OF ABUTMENT WITH OF ABUTMENT: WITH 10% SLOPE 10% SLOPE 0=9$1) (APPROX.) RIP RAP (D5- RIP RAP (D50=9") NOTES: ......... .......................... . ............... FROM METCALF & EDDY, JULY 18, 2008 LETTER 2 - -- ------- ----------- ------------- -- ------- 1) 50 YEAR FLOOD ELEVATIONS ENTITLED "SUPPLEMENTAL SUBMITTAL TO ENVIRONMENTAL NOTIFICATION FORM (ENF) S.E.S.D. 38. CLEAR SPAN CONCRETE :: OTE-EXIS.T.-BR.DGE...IS-.29-0 P± ........................................................... ...... ABUTMENT. ........................... FOR FLOOD MITIGATION FACILITIES FOR THE PEABODY AREA". REPORT .INDICATES ......................... ......................................... .N .. .... ...------.. .........78' ...... ... .. ............... .............. ............................................ ......... 4 INTERCEPTING (TYP) THAT THE 2006 "MOTHERS DAY STORM" WAS A 50-YEAR STORM EVENT. CONCRETE: SEWER REPORTED ELEVATIONS ARE FOR THE DOWNSTREAM RAILROAD BRIDGE. PILE CAP! ..................... ............................. ... .. ................ ........ ................ ......................................................... .......... .................. ........................................................... ....... .................................. ------ ........ww.w ............... ........................ -2 2) BRIDGE DESIGN IS CONCEPTUAL AND SUBJECT TO FINAL STRUCTURAL, GEOTECHNICAL AND HYDRAULIC EVALUATION. 3) BRIDGE DESIGN TO IMPROVE HYDRAULIC CONSTRICTION CREATED BY EXISTING -4 BRIDGE CROSSING THE NORTH RIVER. CONS° TRR TO NOT OPERATE HEAVY EQUIPMENT ON TOP OF PIPE DURING BRIDGE CROSS- SECTION RUCTION. SCALE: 1"=4' 5) BRIDGE AND ROADWAY TO BE DESIGNED FOR MINIMUM H-20 LOADING. POST WOODEN CAP 5'-O"± O.C. (TYP) G RAILIN 4 3/11/13 REVISE BRIDGE CROSS SECTION PER STRUCTURAL DESIGN ADA COMPLAINT ADA COMPLAINT 4x4 POST HAND RAILS HAND RAILS /-W/ RAILINGS 3 11/6/12 ADD NOTES 4&5 PER S.E.S.D. PEDESTRIAN BRIDGE 2 10/11/12 ADD PEDES I 5*-0' DETAILS. 2 -E 1 6/20/12 WIDEN BRIDGE. ADD TREX I 1CONSTRUCTION SEQUENCE PLAN CONCRETE CONCRETE DECKING NO Date I Description LANDING & ADA LANDING & ADA EL 11.5 COMPLIANT RAMP 0 ANGLE IRON 0 0 4x4 WOOD 0 0 COMPLIANT RAMP 0 0 0 Revisions 0 CONNECTION POST 47 '4 4. U -IN-PLACE A 18" DEEP PRESSURE CAST GLULAM (TYP)A ..GEM CONCRETE ABUTMENT DECKING 100-YEAR CONCRETE ABUTMENT V2X FRAMING CAST-IN-PLACE \-BOTTOM OF BRIDGE 1" TH. TREX 18" DEEP PT GIRDERS EL 10.8 FLOOD-/ TREATED GLULAM EL 11.5 ELEVATION 10.8 BTM. EL 10.8 • (LENGTH 35 FEET) EXISTING GRADE EXISTING GRADE COMPACTED COMPACTED STRUCTURAL BRIDGE SECTION FILL F ': A GRANITE ROBE SCALE. 1/2"=1'-0* RT H. BLOCK WALL rri A TOP EL 9.6 GRIFFIN f • • STRUCTURAL :A BRIDGE ELEVATION STRUC EXISTING 4' 7 CIVIL ILL #36686 SCALE: 112*=1'-0" 4' I�N 34'-21 • - .13 4 V MHW EL. 5.0 \\/CONCRETE CONCRETE Ira FOOTING & WALL PEDESTRIAN BRIDGE FOOTING & WALL N-QM Griffin PLAN NOT FOR CONSTRUCTION. FOR PERMITTING ONLY. DETAILED FRAMING PLANS REQUIRED FOR CONSTRUCTION. Engineering Group, LLC P.O Box 7061 100 Cummings-Center, Suite 224G. PEDESTRIAN BRIDGE PARKING Beverly, MA 01915 W/ GUARDS---\ NORTH LOT DECK EL. 11.5 RIVER CAN Tel: 978-927-5111 24.0'- . 7.0' Fax. 978-927-5103 CONCRETE LANDING --(MAX. 2% SLOPE) CONCRETE EL. 9.5 STEPS CONCRETE 2.2'±ABUTMENT MRM PROJECT EXISTING GRANITE EXISTING GRANITE CONCRETE CONCRETE LANDING MANAGEMENT, LLC BLOCK WALL EL. 9.6± BLOCK WALL EL 9.6± RAMP UP CONCRETE LANDING '(MAX. 27. SLOPE) 1 5-0" ADA COMPLIANT MAX. 2% SLOPE) EL. 9.5 SALEM, MA I Mf HAND RAILS (TYP) EL 11.5 CONCRETE LANDING CONCRETE j (MAX. 2% SLOPE) CONCRETE LANDING RAMP UP ADA COMPLIANT 5.0' --T EL 10.0 (MAX. 2% SLOPE) (1-/12-) EXISTING GRANITE HAND RAILS (TYP) BLOCK WALL EL 9.6± EL. 11.5 0.3' CONCRETE_/ ABUTMENT DETAILS IV CONCRETE CONCRETE LANDING STEPS \--(MAX. 2% SLOPE) EL 9.75 21.0' 5.0' BIKE PEDESTRIAN BRIDGE NORTH SQ91% 1*--40' B I I 2,31KE PEDESTRIAN BRIDGE W/ GUARDS-- RIVER PA;H7 PEDESTRIAN BRIDGE PAIL NORTHERLY APPROACH DECK EL 11.5 CANAL 700 SOUTHERLY APPROACH SCALE: 1*=4* Fle Home. p/p/s/h-b C- 9 SCALE: 1"=4' D&k 12/20/11 T, . .. ........ S . ............... - ----- .. ........ ------ ..... --------- ..... ..... I - I .............. ...... ..... B CONC.11 7.......... . ....... ...... ? P�OSED 0 3 ALONG ...BASE- -•.... ........... .KIT. kAjI Tw 3% MIN. SLOPE (TOP) TEMPORARY 33% MAX. SLOPE (SIDES) EROSION CONTROL 6'f 4' VEGETATIVE SURFACE (GRASS) FABRIC (U.N.0) al►, .�Ir, alr, �Ir, �Ir, __ alr, .III, MI, al►, 12r S�QQOS��GC TEMPORARY EROSFABRION (U N OT)ROL DEFINING LAYER. 1G 12 TH. VEGETATIVE 12 PLACE STRIPS OF 4' WIDE SUPPORT LAYER 6" TH. TOPSOIL �pP� ORANGE SNOW FENCE (K MAX. = 7x10 cm/sec) RELOCATED AT 10' O.C. 1j" CRUSHED MATERIAL CELL o M\N- ;OPEC5 GRPSS> X_ _v STONE 6 �% 0p, - SRF P SUBGRADE PREPARATION 12" TH. DRAINAGE LAYER 40-MIL HDPE 3'-0" T, 2, 2 LAYER (6" MIN. TH.) SELECT GRANULAR FILL (TEXTURED) = 1x10-2(K MIN. cm/sec) BARRIER1 vPR, sect 12 OZ/SY 40-MIL HDPE NON-WOVEN SEE ANCHOR40-MIL HDPE I I (TEXTURED) S �x (TEXTURED) 6 TH. SUBGRADE PREPERATION LAYER GEOTEXTILE TRENCH DETAIL SCREENED GRANULAR FILL (3/8" MINUS) BARRIER ,�\�� `K MPX' LIMIT OF CONTAMINATED /sec) R L mP " SOILS 12„ G OGRW X�O 2 c �E PR F LR <3'8 SEM N. � 1 SUBGRPNvLPR �K 6" E NEO GR BARRIER TOE DETAIL SSR N.T.S. RELOCATED MATERIAL CELL 2' RESTORATION PLANTING SCHEDULE AREA PLANTS SIZE SPACING UNLINED BOTTOM OF CELL. RIVERFRONT RESTORATION 72 EACH OF SILKY PLANT 4 FEET ON CENTER IN A EXCAVATE EXISTING SOIL AREA (6,000 SF) - REMOVE DOGWOOD (CORNUS 2-3 FEET HIGH 10-FOOT WIDE STRIP ALONG 2' 7 RELOCATED DOWN To ELEV 11.0f SLUDGE BEDS. REPLACE AMMOMUM) AND SAND BAR THE TOP OF RIVER BANK WITHIN MATERIAL CELL AND COMPACT SUBBASE. EXCAVATED MATERIAL WITH WILLOW (SALIX EXIGUA) THE RIVERFRONT RESTORATION CLEAN FILL. PROVIDE AREA MINIMUM 8 INCHES OF BTM = 11.0+ LIGHTLY COMPACTED TOPSOIL. 20 EACH OF RED MAPLE SPACED EVENLY THROUGHOUT RESTORE TO ORIGINAL6 FEET TALL THE REMAINING RIVERFRONT COMPACTED SUBBASE y GRADES - ELEVATION (AGER RUBRUM) AND RESTORATION AREA COMPACTED SELECT MATERIAL 9.0+/-. QUAKING ASPEN (POPULUS TREMULOIDES) LIMIT OF � I GRANULAR FILL PLANT WILLOW SHRUBS AND GEOMEMBRANE 20 EACH OF MEADOWSWEET INSTALL UNIFORMLY SIKLY DOGWOOD SHRUBS SPIREA TOMENTOSA BLACK ALONG BANK TO ENHANCE CHOKEBERRY (ARONIA 2-3 FEET TALL RIVERFRONTTTHE RESTORAT10N1NG AREA ESHWT EL. 8.7t ® MIGRATORY FUNCTION OF THE LIMIT OF LOST BANK. MELONOCARPA), ARROWWOOD CONTAMINATED 1 (VIBURNUM DENTATUM) SOILS TYPICAL ENGINEERED PLANT REMAINING SHRUBS AND TREES TO RESTORE AND NEW ENGLAND EROSION APPLY AT ONE-HALF SECTION STABILIZE RIVERFRONT CONTROL/RESTORATION MIX SEED --MIX SUPPLIER'S RECOMMENDATION - BARRIER RESTORATION AREA. FOR MOIST SITES** USE APPROXIMATELY 2.5 ANCHOR TRENCH DETAIL N.T.S. (OR EQUALS RESTORATION ORATION A EAUNDS FOR E N.T.S. 1 4/25/13 ADD BACKFILL MATERIAL SPECS ** SEED MIX IS AVAILABLE FROM NEW ENGLAND WETLAND PLANTS, AMHERST, MA 413-548-8000 TO REMED AREA NOTES. No Date Deescsc AREA '5 i Revisions REMATI•ED1 ON AREA HARMONY GRAVE RD ) 3 l EROSION �' OTE: SCALE: 1"-30' Milli fid-�f�LS .a`� 9� 12 VC 1) REMEDIATION WORK TO BE DONE UNDER THE DIRECTION OF THE OWNERS LSP. ALL ROBERT yN 50 / / LI T--6FyW0RK j REMOVED MATERIALS TO BE HANDLED PER OWNERS LSP REQUIREMENTS. H. m --- OUTFALL z BEDS AND BUILDINGS TO BE EXCAVATED AND IMMEDIATELY -BACKFILLED WITH CLEAN GRIFFIN r' S - -DISTURBAN E ) TIL P 1 // I tl ;3-}- GRANULAR FILL .MEETING MHD SPEC. M1.01.0 (NO PGA ALLOWED). RESTORE FINISH F #36686 BANK#7 GROUND SURFACE WITH 12 LAYER OF PLANTABLE TOPSAIL MEETING `MHD SPEC. M1.05.0. 3) TOPSOIL SHALL HAVE A MAX. PERMIABILITY `OF 5x10`4 CM/SEC (REF. ASTI D2434). pis 2._6" \8 0 4) REFER TO RESTORATION PLANTING SCHEDULE PREPARED BY WETLANDS & LAND B MANAGEMENT, ;INC: OF DANVERS, MA. �_25 • (3 NOR TH R1 VER CANAL T \6`` =- GROUND SURFACE '� ''� r — ,`, 3 _ — WOOD & METAL REMOVE FORMER SLUDGE , , ■ BRIDGE W 8 PIPE ' EROSION G " SLOPING CONCRETE A 6 / BED (115x100 �). WOOD CONTROLS & rf -�' _ ® t.. DECK EL. 9.2 PAD �8 / _ _ SIDES TO REMAIN LIMIT OF WORK Engineering A N / Group, LLC �______ DISTURBANCE 3'-0" 6' LENGTH OF 1" PVC NON-SCREENED 3� �" — # ® ®� ��■ 6" I.D. STEEL RISER (SCH. 40) REMOVE FORMER :::: 0 CO 1 + AN # 4 P.0 Box 7061 CASING 100 Cummings Center, Suite 224G PRE-TREATMENT 2' MIN. BENTONITE i 75 � • \ \ BA ____ -- B-�-N1-�-- --- � ..` Beverly, MA 01915 GROUT SEAL BASIN (11x30') & 1 BANK#1 RESTORE. WOOD / ` # Te1: 978-927-5111 NON-SCREENED SCREENED 1" PVC SCREENED SIDES TO RE / sx / `,� ._-- 8— Fax: 978-927-5103 RISER (SCH. 40) & / / M ORK _ / 6,000 SF ----� RESTORATION �\ MRM PROJECT BOREHOLE / / ,i � FM / �� FM FM ❑ (s" DIAMETER) CE _ ,� _ JIB \ �1 5 FORCE MAIN PLANTING AREA \ \ MANAGEMENT, LLC K#6 ® 9 83 � —�'= � —� � SALEM MA GRANULAR _. :Y AREA OF FORMER -�' w EROSION CONTROLS & LIMIT ' PACKING — SETTLING BUILDING. TES �: 1 w� OF WORK/ DISTURBANCE ASTM C33 NO. `� 9 TORI 1 � 67it TRACK S + r. 1 � DETAILS V SCREW FITTING --rL^� / REMEDIATION DETAILS CAP _ �; , -- BIT./ CONC. PATH 10x6 - f- -� I \ \ SGT 1w=40' GROUNDWATER --- -- POTENTIAL-SLUG�ETE D p D — p ----- D \ \ �� 700 NOTE. MONITORING WELL -- - (�.0�0�TEST � -- �- C 10 MONITORING WELLS TO BE — _ — \ 1 0 1 X Fie Names p/p/s/h-b INSTALLED UNDER THE SUPERVISION N.T.S. — REMQYE AS`REQ D. Op � - OF THE OWNER'S LICENSED SITE / 09� 3/11/13 PROFESSIONAL (LSP) OF RECORD. \ \ \ 1 �• _ rte- / - R oVE bGR p\MoN 0 MAP 16 LOT 377 MAP 16 LOT 238 G STONE RETAINING N/F / \ WALLS WITH SIGN 23 HFR N F 23 HBP HARMONY GROVE � 50 GROVE STREET REAL EST, LLC \ .LAWN .,' } 3 PO COR LAND COURT PLAN 33813A 1-1O I I 35 WFR ' Il HE5TIDAL GT I b cKWITH b HE NORTH RIVER CANAL O ,� r. HPG At 1=AGN-I TREE 225 HE5 HPG RIPRAP AREAS 4 P 3P ` \ VT b VT t11 '1 TO I, / LAWN 3 PO 3 MSV 3 To I Po _ -� - ~� `� AUTHORITY 6 LOT 378 \ 40 ASV �� - - - - I POG t0 AM TRANSPORTA T10N R.R. TRACKS N/F 3 PO n �/ 5 HES i )NY GROVE �_ 25 AEv �: �10 AM a HEgBA r 10 SJ5 8 W>=5 lsa AM I POA - 1b cW 151 30R 20 HFR - - -- - SNOW STORAGE \ z Z I Z R R. TRACKS 5 10 HPG 0 to TO 3 MSV I BN S c-I `�S -� 10' WIDE PATH U L EXIST.30" HONEY EXIST, lm" DIA ¢ u C,H 85 HFR LOCUST TO REMAIN LINDEN TO \ \ 1 -- EXISTING REMAIN (TYP.2 ¢ 0 a VT I FOC 20 HBPHE OFFICE 25 HPG LOCATIONS) \ \ ci 35 5P SNOW STORAGE 5 SI I PO 1 POA SNOW STORAGE 5 PN II AM 3'1 AEV 13 HF-C-, 3 PO 26 AM BUILDING v? z III 3 F K=E 4 GT3 AL -I HISS 2 WES z U o 3 HPG IMV b MSV YT • IAL \ p 10 RA �- 13 EC 8 SJS 8 HE 2 ,CK I TO z 3 ` 15JS 1 5J5; 3 5I 1 TO 5 sJ5 ; ® S HPG b HE 3 AL 3 PO 56 HFR 0 Q U J I TO 13 SJ5 ® Fn 3 /�' 3 Gt '� b HPG 6 MSV B1=NCH,TYP. 4 HE \ Q 3 0 o 1 , 4 MSv; 4 BSG I 10 LFG t RAI �� ` b HE 3 SJS BEG \T EXISTING 24" DIA. 0 w w z w 8 LFG -b HPG 2 C 12 AM 6 MSv \ - - ¢ 12 LFC 2 RA 4 LFC LINDEN TREE TO IY r > > O ? m 4 M5v I 5b AE � 1 5 RBN 23 WOA I AL '� w W - _ I t To N PROPOSED BUILDING # 13 EC 2 GW •�_REMAIN �... 3 RB � .5 TO 3 HES SNOW 1 PO 13 CW 21 HE 4 AL ¢ � � ~ I.TO I SJ5 12 CW b vT W/ GARAGE UNDER i MV STORAGE 3 RBN I PO --� 21 WPG b MSV 15 MSV l f r F_ 1 13 EG 10 HES r 1 1 J J J z ¢ 10 LFG 'i CH II GW 6 HE �- 3 G7 47-UNITS I POA I POc I RA 12 LFc 1 RA '� =--r w w U Q w } o SNOW STORAGE � ', .. ' • ..• 1 POG I POA � � ^' 6 {=IPG 3 PN �"' Z - - > - I- GRG=13.0 a LFc I PoA4 RBN 3 PP! .0 AEv 26 HBP �-r-- u- U U w < U - o Y 3 BN 13 HBP I VT FF=23.0 t R8N PROPOSED BUILDI 11 CH �~ --� r;� r i- W � U u, Co I LIMITS OF--\ 3 PO I . 3WE5 1POP W NG rrr OwwcAwwtx CLEARING 1 BN WALL,T1NG YP. SNOW STORAGE 1 R5143 WEa; 65G 2 15 BSG / GARA R#2 �� - ` �- a- a Q tl O a VT 15 5P 5 R8N 4 PP 1 RBN b HPG b PG 1 RBN 1- 513 3 LFG GE -NDE 3 RBN 7 HE5 �47- t 11'15 RBN II CW N @ / r p p p p w O 10 BSG 2 My UNITS 3 CK 26 HFR w W W W O ° U' 4 Po `5 RBN 3 HES 1 RBN J 3 RBIN IRA RB cn U) ( ° ° cq w O zw N 3 PN 50 RR 1 ° " y '� '' q b HGE b HGE IR5� 12 LFC IRA Il CW \ '� lm' WIDE PATHI > > > a 0 > Q F w b HPG 23 BSC-s PR 5 RBN 30 HF W W W 0 p W I- W _ OP R IY Q Q tr - in 3b VP 35 HIM . 1 GT 3 GT LA1IN c I RBN 13 SSG 1 POG I RBN W� SED BUILDING 3 3 GT �q� L � w I 1 •• o �t � 30 WBP �•, _ 3 HES 55 HE/ 10 LFG ARAGE UN D # 3 SI ` =o 7 AF 3 BN ER 3 ¢ H G/ 4 PN 3 W .� LAWN E5 U .- .- 3 PN ` 5 PA SNOW STORAGE' 3 GT HGE 10 1BSG 1 RBN NITS 4 TO f N r W ~ m T �'- T r r r -� \ - (•7 0 5 PN 14 LFC b HSE 1 TO 25 CH \ o N O N N N o 1 T $JS .. _ bWPG 2 MY I RBN r co in a 1 51 b hBN 3 GT 1 RBN 13 BSS I My 6 BSG o o r r � N 16' LOT 217 �-- 'i PP I I POB 3 PA RBN 1 BN l 3 HE5 o W AWN L N/F .~: 24 VT ° 3 WES 2 w SARKES 16 SP 32 RR IAL 2 RBN 3 PN 3 PA Co 20 I POB _ N R8 W # 2'1 RR 14 VT I GT 5 R8N B HES ° D ° D ° D ° o I 3 PO 30 5JS 3 WES HBM O O O O O U O ~� fi 11 SP 13 SJS 3 15 LFG SNOW LAWN m w o i MAP 16 LOT 218 IPO b RA 20 VT Po b HGE 3 PES N F �' 5M 3 BN 12 RBN I BN &HPG (LAWN)STORAGE 5 RBN 0 1 S/L. VER FLo ES --' PN ". .�+ IT Al - -1 PP �. �, . 35 RR 18 5P b SP CW �-- LAWN a i. 11 5JS > IL 0 � MAP 16 LOT 376: ° LIMITS of MAP 16 ' MAP 16 _ - o l (SNOW STORAGE z C7 u- w t� U w � T N/F CLEARING. LOT 224 LOT 225. �j-�� - N F 28 ❑-- sH SHE � (•J b � ` \ rte- a FLORES N/F / # A I I I . MAP. .16 1 CONLEY I TUCKER - I I MAP 227 i 1b 5P b VT 9 AF SAF PP 5PN 4P fT} { LOT .223 I I s N F MAP 16 LOT 23C x ❑`��- ❑ `r PN -0T� • • 9 PP I�j 10 4 HES "t � Y 1 : 1 #2 Q N .F I 1 / 1 o AP 16 LAWSON N/F X _, . ,,..: : o M A&N :REAL MAP 16s LOT 222 3 POA s RBN MEULE DE _ LOT 220 ' ESTATE. x LIMITS of MAP 16 #2 N/F TRUST �- I I MAP 16 I MAP 16I LOT 232 CLEARING MAP 16 NEEIROMM� 1 ❑ 1 p�, LOT 380 LOT 235 / (n A m 0 N/F KOHLOFER 9 Q LOT 23 E I #10 MAP 16 LOT 234 N/F / O o l BLANDEN Q' MAP '16 LOT 22 1 N/F 1' I L _ N MYERS . _� oI N/F PATTISON N/F 1 I #44 1 1 1 . . . 1 . N/F I I ROSS#20 I MAP 16 MCSWIGGIN PATTI r� Co w Z 48 I 1 I BASH #24 1 LOT 233 6 - ° I #30 1 #14 y -C ' ° w w #40 #38 #36 U U y N w° cn ti •- -- ❑ SPERIDAKOS - a o F /1 2"x2"x4' WOOD STAKE �--- 04 to 00 " 2x2x4' CRO55 MEMBER Omo °BSA VER STREET m w i 18++± W m N u w i GRAPHIC SCALE nto w C 2-21/2 DRYWALL SCREWS, 00 z i TYP. L o ao 40 0 20 40 80 I60 TREE l/�1`) a zl- U `�/ r 4'-0" REMOVE t is c 13 _ W TAGS� LABELS, W p -9 � __3 r R OTHER FO 1G � • L>��D S C,4�� NOTES �� - ALT. TREE STAKING PLAN �IU/ MATERIAL FROM LIMBS � ( W FEET NOT TO SCALE I. PLANT QUANTITIES 5HOWN ON PLANT L15T5 ARE FOR CONVENIENCE TO THE CONTRACTOR ONLY.THE 1 inch = 40 ft. ' CONTRACTOR 15 R]r5P0N51BLE FOR ALL PLANT MATERIAL INSTALLATION AS SHOWN ON PLANS. � I� V�� -PRUNE OR PINCH BACK i 2. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST EDITION OF GR�WA CANDLE j U.S.A. STANDARD FOR NURSERY STOCK, BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. . \\\ 4 MAINTAIN: FOf�1`T, DO PLANT L 1ST ��V0 / N07 PRUNE LEADER O . REMOVE ALL LABELS, 3. ALL PLANT MATERIAL SHALL BE FREE FROM INSECTS AND DISEASE. TAGS OR OTHER FOREIGN 1I VI KEY QTY" BOTANICAL.NAME : COMMON NAME SIZE l� 1 I "� /�,f CINCH TIE TREEAEV 198. A5TILBE JAPONICA 'ELISABETH VAN VEE; ELISABETH VAN VEEN A$TILBE NO. MATERIAL FROM LIMBS 2 CONT `111`„ 4. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH ACCEPTABLE HORTICULTURAL PRACTICES. I T4415 15 TO INCLUDE PROPER;PLANTING MIX,PLANT BED AND TREE PIT PREPARATION, PRUNING, AF 42 ABIE$ FRASERI FRASER FIR 9,1-11 143T. 1 111 I �11I� `1j�i/ H05>= C) STAKING OR GUYING, WRAPPING, SPRAYING,FERTILIZATION, PLANTING AND ADEQUATE MAINTENANCE 15 AMELANCH ER CANADENSIS LAMARKII LAMARKI SERVICEBERRY 8-10 CLUMP CLIMB UP) �1�1�11�{� " /(I / -� UNTIL ACCEPTANCE BY THE OWNER At'1 '19 ARONIA MELANOCARPA. AUTUMN MAGIC AUTUMN MAGIC GHoKEBERRY 24"-36" 1111�I� ! t4�11�� fl � � BN. 14 BETULA NIGRA RIPER BIRCH 12`-14' CLUMP 2"x2" WOOD \1 1 5. PLANT MATERIAL SMALL BE GUARANTEED FOR A PERIOD OF.oNE YEAR BY TWE CONTRACTOR AND B° 95 - SUXUS $SMPERVIRENS X GREEN MOUND GREEN MOUND BOXWOOD 24"-30" PRUNE 1/3 FOLLOWING STAKE AT ANGLE }i YU/. G A PERIOD OF TWO YEARS THEREAFTER BY THE OWNER FROM DATE OF INSTALLATION. DURING THE CW 189 GLETHRA ANIFOLIA 'HUMMING BIRD' HUMMINGBIRD $UMMERSWEET 2'-3' I-ICsT, �►�� '}}'' �I jI{� I�� DO NOT 'MULCH PLANTING TObJARDS PREVAILING �I��Vf I ! z " I Jill ) III r ` , DIRECTLY AGAINST L� W ONE YEAR GUARANTEE PERIOD, DEAD PLANT MATERIAL SHALL BE f�EPLACED AT NO COST TO THE GK 13 : ' CORNUS KOUSA •CHINENSIS RUBY GIADNT�C�EFLoUJER NO. 1 CONT Wim (� I IJ� II�� 1� ''�"fl��j�� TRINK Q ' OU,NER AT THE END OF THE 'ONE YEAR PERIOD,THE CONTRACTOR$WALL OBTAIN FINAL EC. 52 ECHINAGEA .'RUBY GIANT'. �� V��' f J j ! C ACCEPTANCE FROM THE OWNER GT •24 GLEDITSIA TRIAGANTH05•VAR- INERMIS 'SKYLINE' SKYLINE HONEYLOCUST 4" CAL SLOW R3=L1=A51= III V /�11 �I� J '�' = G HBP 141 HEMEf?OCALLIS BUTTERED.•POPCORN. . .,•<: . 'BUTTERED POPCORN DAYLILY NO.2 CONT FERTILIZER PACKET �fII" lI "�f ��I 4" BARK MULCH W w 6 ALL PRIOR PLANTING SS, OTHER VEGETATION AND DEBRIS SHALL BE REMOVED FROM ALL PLANTING !AREAS HE .�0� : .y�DR4NGE,4 i iAsTA SCROPHYLI.,A.'ENDLESS SUMMER'• ELEGANS HOSTA NOS 2 CONI b-8" DEPTH � EARTH SAUCER ~ O E DLI= SUMMER HYDRANGEA 24 30 4" BARK MULCH 3 PACKETS REQUIRED Q HFR ..310 'W1;MEROCALLIS. 'FRAC�R)=NT RETURNS' FRAGR>=NT RETURNS DAYLILY NO. t CONI Q O '1. EXISTING TREES TO BE PRESERVED WILL BE PROTECTED DURING CONSTRUCTION AND'SHALL BE WGE 101. 14' A''CsREA ' EXPECTATIONS' GREAT EXPECTATIONS HOSTA N0.2 CONT DO NOT MULCH - � FINISH GRADE CI) z } EARTH SAUCER. z THE RESPONSIBILITY OF THE GENERAL CONTRACTOR WOA 23 HEMEROCALLIS 'ON AND ON' ON AND ON DAYLILY NO. I CONT DIRECTLY AGAINST z Trl=1� _=TI� = ---EXISTING SOIL z Q O HPG 21'1 :. HOSTA 'PIEDMONT GOLD' PIEDMONT GOLD HOSTA NO.2 CONT. i BRANCHES I1= I 8. THE LANDSCAPE CONTRACTOR IS ADVISED OF THE PRESENCE OF THE UNDERGROUND UTILITIES AND LFG t2b,. LEUCOtHO)± ONtANESANA 'COMPACTA' COMPACT LEUCOtWOE NO.3 CONI FINISH GRADE �., I I -III - REMOVE ALL KC Q Q 5HALL VERIFY THE EXISTENCE AND LOCATION OF SAME BEFORE COMMENCING AND DIGGING M5v 58 MISCANTHUS;SINIENSIS:'C05MOPOLITAN' SILVER GRASS No.2�CONT = I I I I = _' - s I ; �: ��;::�i,• _ I =II METAL OR ROPE -I � y OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL REPLACE OR REPAIR UTILITIES, PAYING, MV 9 MAGNOLIA VIRGINIANA SWEI=TBAY MAGNOLIA 8 10 HGT 'IlI-III I I�=I I I=I I=I +�-EXISTING 501E ALT,TREE StAKiNG I I L BINDINGS t WRAP _ -llf Tff II I I - I - I �-- - - WALKS, CURBING, ETC, DAMAGED IN PERFORMANCE OF THIS JOB AT NO ADDITIONAL COST 70 THE PA 19 - •., PRUNUS ACCOLADE.• ; '� � ACCOLADE CHERRY 2"-2��" GAL "�I II i II I�I I I I - FROM TOP 1/3 � U � OUNER PN '12 PINUS:NIGRA AUSTRIAN PINE 8'-im' HGT. _ _ - REMOVE ALL METAL OR (2)2i2" - - = 11 OF ROOT BALL W W W W PO 34- Fir-EA OMORIKA SERBIAN SPRUCE b'_7' WSt '- ROPE BfNDINSS WRAP DRYWALL SCREWS I! I - _ I I -_- �. Q > '-2 w (� 9. ALL SHRUB BEDS SHALL BE MULCHED WITH 3" CLEAN SHREDDED DARK BROWN BARK MULCH. POA a PIGEA OMORIKA , -1 I III- - - I I I=111. - 12" MIN.WITH �.. O Z SERBIAN SPRUCE 1m-12 HGT _I I - =III-- _ �1 I FROM TOP 1/3 OF ROOT 2"x2"x4' WOOD - I - l 1= l l- I -�` Q. 0 � ~ POB 3 :PICEA OMORIIG4 : ' SERBIAN SPRUCE 14 -1 I I,„-�I I,;,)i I ,, I BACKFILL MIXTURE U) a 10. THE CONTRACTOR SHALL PROVIDE 4" LOAM FOR ALL AREAS TO BE SODDED OR SEEDED. POG 5 PICEA OMORKA SER51 AN SPRUCE 14'-1b' WGT SLOW RELEASE BSI CROSS MEMBER AS SPECIFIED V O w Q `I PLANTING AREAS SHALL RECEIVE 12" ROLLED THICKNESS of LOAM. THE LANDSCAPE CONTRACTOR ' PP 39 PIGE,4 PUNGENS COLORADO SPRUCE b'-'1' HGT. FERTILIZER PACKET 2"x2"x4' WOOD STAKE U) C) z Q Qr > U SHALL COORDINATE SUBGRADE PREPARATION WITH THE GENERAL CONTRACTOR Mop TO RA - , .24 RHODODENDRON 'AGLO' 2 PACKETS REQUIREWITH LONG TAPER MIN, l8" O 0 dJ . PLACING LOAM. f REIN 128 RHODODENDRON 'BOULE DE NEIGE' :• BOULE DE NEIGE RHODODENDRON 2.4"-30" BACKFILL MIXTURE NOTES: z C! cf. G O w Q RR 144 ROSA vIR30iANA VIRGIrJIA RI 2'_3' AS SPECIFIED Q W `* w II. ANY DEVIATION FROM THE LANDSCAPE PLAN, INCLUDING PLANT LOCATION, SELECTION, SIZE, SI M SYRINGA RETICULATA 'IVORY SILK' K TREE LILAC 2�+_2�+� INSTALL STAKES AND GUY$ TO TREES IF THE FOLLOWING APPLY: Q W = -� 0 I'•"'�`' L z CAL. 1. THE TREE IS OF SUBSTANTIAL SIZE. J O J �,� < < m QUANTITY OR CONDITION $HALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE SJS 116 $PIRAEA JAPONICA SWIBORI SHIBO'Rl SP[RAEA 24"-36" Q ' DCtDUoI�SVEEEN Sg 2.THE PLANTING LOCATION IS EXTREMELY WINDY,AS ON OPEN UNDEVELOPED SITES. �- ARCHITECT LAND MUNICIPAL AUTHORITY, IF APPLICABLE)PRIOR TO INSTALLATION ON SITE. $P 119 SYRINGA PAIULA `MISS KIM M155 KIM LILAC 3-4 HGT. 3.THE PLANTING LOCATION 15 GOMPR 6=-> OF SAND OR OTHER LOOSE TEXTURED SOILS. TO . 31 TgUJA.OCCIDENTALIS 'SMARAGD' . ' .. . � EMERb ALD GREEN ARBORVITAE '-`i' HGT. I 12. WHERE INDICATED ON PLAN, PLANTING SOIL MIXTURE FOR PERENNIAL AND ANNUAL FLOWER BED VT 14'1 VIBURNUM TOMENTOSUM 'MARIE$I'' MARIES VIBURNUM 24"-36" NOT To SCALA 4. IF STAKES AND GUYSI IARE REQUIRED, REMOVE AFTER ONE YEAR TIME. DATE SCALE 3 AREAS SHALL CONSIST of FOUR PARTS TOPSOIL, TWO PARTS SPHAGNUM PEAT MOSS, AND ONE D C I D I.FoUS T�'E.E UNDER 2" CALIPER OR ,_ Z? PART HORTICULTURAL PERLITE BY VOLUME. PEAT M065 MAY BE SUBSTITUTED WITH WELL'-ROTTED UNDER a' IN HEIGHT 8/11!11 1 -40 cl� OR DEHYDRATED MANURE OR COMPOST. ROTOTILL BEDS TO A DEPTH OF a INCHES. CID p I -� i I I i EVE G RE:E I�l IRE:E:6 7'-0" IN WEIGWT 4 UNDER NOT TO SCALE SHEET 1 OF 1 --- - ----