Loading...
HomeMy WebLinkAbout2025.11.05-28538-NOI SP R1-Sealed - Plans - 1230 SALEM STREET 11/4/2025 AS S DSSR o 1-0000.0 \°� r DI S o�ROE�°•� Q RECORD OWNER. �• =�—°•25 N STRAW E 1 STEVEN W.GRASSO EROSION \\� • #123 0 W POOL CONTROL V -= REFERENCES.• HEATING W EQUIPMENT: BARRIER �Q SALEM DEED BOOK 16602,PAGE 178 o INFIL.TRENCH �� PLAN NO.9717 ti 27'L x1.6'W x2.5'D INSPECTION 4'x3 DRIP EDGE • ZONING. Z Z ()STOR.)43.2(CF--;-_ ORTAL 2:1 SLOPE CONCRETE :- (Q • - p Q • STABILIZE WITH PAD -1_= - INFIL.TRENCH J STREET Y p= JUTE MATTI_NG 1'(W)x1.25'(D) ZONE DISTRICT R1 p DRIP EDGE - - - Ug -INSPECTION ---_ ---_-_ STOR.=80 CF• M x PORTAL\ -__ -___ _ North Andover,Massachusetts o - _ LOCUS �Z INFIL.TRENCH •• 1'(W)x1.25'(D) • \ 4 STOR-80 CF 31 J 152. 1-INSPECTION RTAL 152.0 j y F • PROPOSED INFIL.TRENCH `_ ° GSA DRIVEWAY 48'(L)x1'(W)x2.5'(D) ?,go o = �a _ =t LOCUS MAP SCALE 1"=1000' EXPANSION STOR.=48.0 CF �� DRIP EDGE GP.x251 `� 208_-' �_✓ / \ -_ __- PREPARED FOR, / P26 ° L !A �61 4 INSPECTION Richard VERIFY IN FIELD: PORTAL O NSPECTION lr ROUTE FOUNDATION �q pool-, • Martin 1 PORTAL / DRAIN AROUNDt `3�yt Mal / POOL FOOTPRINT O MATCH SIZE AND). a- a • MATERIAL % • 7 WIIdwood Drive, N12.4'52 _ - ° Danvers,Massachusetts 01923 Ig9.00' - O �528^� 1N(W)x1T25'(D)`j'' • STOR.80 CF it i \ 1 I I- __ �_ Z�\NG�.�pCK 5 J l t _.__ c ..�•• _j j E YP DRIP EDGE O y HANCOCK 152.05 - • INFIL.TRENCH 1'(W)x1.25'(D) } O ASSOCIATES STOR.=80 CF • - / 4` INSPECTION' 1 •O_ \ PORTAL - • _-----_- Civil Engineers CABLE •• ` - = - FENCE - CONCRETE Land Surveyors - - -\ �C(D POOL APRON -� 1 -_- o \ O •• = 4'POST Environmental V� f AND RAIL FENCE Consultants __- PROPOSED <\ 7 STRAW DRIVEWAY WATTLE EXPANSION ~\ - •• \�V -DEWATERING 34 CHELMSFORD ST.,CHELMSFORD,MA 01824 $�2 r EROSION - _ BASIN-(INSTALL VOICE(978)244-0110,FAX(978)244-1133 CONTROL ° O `__- i •° AS NECESSARY) WWW.HAN000KASSOCIATES.COM BARRIER 5'HIGH STOCKADE l _ FENCE o Vo Ct� v : \ SOIL STOCKPILE �' NO CONSTRUCTION n� AREA ACCESS ON SOUTH Q V o SIDE OF HOUSE - O r, EXPAND LAWN TO • / - I EXISTING TREELINE • O o (NO REMOVAL OF O J EXISTING TREES) \_ Q) ? ° POOL FlL TER NO w \ ° °, F 1 MJS BGG 11/4/25 CONSERVATION COMMENTS 1. POOL FILTER SHALL BE CARTRIDGE STYLE ONL Y,NO BACKWASH SYSTEM ° = NO.BY APP DATE ISSUE/REVISION DESCRIPTION SHALL BE ALLOWED.ANY OTHER ACTIVITIES(INCLUDING FENCING, \ _ °`_ L f L,;r' DATE: 10 08 25 DESIGN BY: MJS LANDSCAPING,ETC.)CONTEMPLATED IN THE ASSOCIATED BUFFER ZONES - - SCALE:AS SHOWN IDRAWN BY: MJS WITHIN THE NEXT 5 YEARS SHOULD BE ADDED TO THE PLAN-SEE ° APPVD BY: BGG ICHECK BY: JTL ALSO REGULA TOR NOTES ON SHEET 2 OF 2 X5, o O O • - o t-1 ;ts C4 1 — N0110E OF LEGEND o P O INTENT SITE 3 0- LIMIT OF 100-FOOT WETLAND BUFFER ZONE LIMIT OF 50-FOOT NO BUILD ZONE O • PLAN LIMIT OF 25-FOOT NO DISTURB ZONE ° o _ o +w +++ EDGE OF PA VEMENT \ \ •O Q EDGE OF WOODED AREA ,`5 (FD) FOUND °�- ° SCALE. 1 10' DWG:28538eng.dwg I.ROD O IRON ROD O ° "= a LAYOUT:GD01A Q /CV IRRIGATION CONTROL VALVE ° / 0 10 20 40 o___ • O SHEET:1 OF 2 SP y TBM TEMPORARY BENCHMARK - • -A N T 1 j / JOB NO.:28538 k SOIL TEST DATA STORMWA TER CALCULATIONS e 1 DA TE. 9/24/25 PRO VIDED RUNOFF MI TIGA TION.•RETAIN 1"OF RUNOFF #12 3 0 EVALUATOR: ACROSS NEW IMPERVIOUS SURFACES WITHIN WETLAND MORGAN SCALE,EIT BUFFER ZONES. SALEM _•�'w BRIAN GEAUDREAU,PE DESIGN VOL UME: LOT 13 TP2025-1: STREET 0-4" A SL(TOPSOIL) POOL APRON- 638 SF x 1"-53.2 CF \ 4-48" FILL LS POOL HOUSE- 320 SF x I"=26.7 CF 48-78"+ C St GARAGE ROOF(FRONT)- 500 SF x I"=47.7 CF North Andover,Massachusetts -j / NO REDOX,NO WEEPING, 2 GARAGE ROOF(REAR)- 500 SF x I"=47.7 CF a m NO STANDING,NO REFUSAL PAVED DRI VE- 60 SF x I"=5 CF LOCUS _ ESHGW @ 78" „ TP2025-2: TOTAL DES/GN VOLUME=168.3 CF 0-4" A SL(TOPSOIL) �a tl'1 4 a°�'d"��¢ 4-48" FILL LS PROVIDED VOLUME(SURFACE AREA X DEPTH X 409 VOIDS) •, ® 48-52" BURIED A St 51 TE 52"-30" B St POOL APRON&POOL HOUSE- 80 CF INFIL. TRENCH SCALE-1"=100' 80"-88"t C SL (1605F X 1.25FT X 40%) LOCUS MAP SCALE-I"=1000, NO REDOX,NO WEEPING, L GARAGE ROOF(FRONT)&DRIVE- 48.0CF INFIL. TRENCH PREPARED FOR, NO STANDING,NO REFUSAL (48SF X 2GARAGE.5FT X 40%) SUR l/E Y NOTES.' ESHGW @ 88" 243.2SF X Z�FT X 409) 43.2CF INFIL. TRENCH ASSESSORS.' Richard PARCEL ID 106.A-0041-0000.0 1)THE HORIZONTAL DATUM FOR THIS SURVEY/S THE MA SSA CHUSETTS TOTAL PROVIDED VOLUME=171.2 CF>168.3 CF COORDINATE SYSTEM,NAD 1983,MAINLAND ZONE. THE VERTICAL DATUM CONSTRUCTION SEQUENCE Martin RECORD OWNER.' FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 STEVEN W.GRASSO (NA V088).SAID DA TUIVS WERE ESTABLISHED VIA CPS OBSERVA TIONS 7. ENSURE ALL REQUIRED PERMITS HAVE UTILIZING THE MoCORS REAL-TIME NETWORK. BEEN OBTAINED AND APPROVAL HAS 7 Wildwood Drive, BEEN GRANTED BY THE PROPER TOWN Danvers,Massachusetts 01923 REFERENCES' 2)UNDERGROUND UTILITIES ARE SHOWN HEREON FROM FIELD LOCATIONS AGENCY/DEPARTMENT. DEED BOOK 16602,PAGE 178 OF SURFACE VISIBLE STRUCTURES AND FROM A VAILABLE RECORD 2. CONSTRUCTION SHALL BE PHASED PLAN NO.9717 INFORMATION ON FILE AT THE TOWN OF NORTH ANO0VER ENGINEERING BETWEEN THE POOL CONSTRUCTION AND DEPARTMENT,NORTH AND0VER WATER DISTRICT,AND PRIVATE UTILITY GARAGE CONSTRUCTION. ZONING: COMPANIES OTHER UNDERGROUND UTILITIES MAY EXIST.IT SHALL BE THE 3. INSTALL EROSION CONTROL LINES PRIOR RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION,SIZE& TO DISTURBANCE OF THE SITE. ZONE DISTRICT RI ELEVATION OF ALL UTILITIES WITHIN THE AREA OF PROPOSED WORK AND TO 4. STRIP TOP SOIL AND STOCKPILE FOR CONTACT'DIG-SAFE"AT 611 AT LEAST 72 HOURS PRIOR TO ANY LATER USE IN LANDSCAPING AND FINISH HANCOCK GENERAL NOTES EXCAVATION,DEMOLITION OR CONSTRUCTION. GRADING FIELD VARIABLE 5. ROUGH GRADE SITE TO APPROX/MATE 1. UNLESS OTHERWISE SHOWN,ALL NEW UTILITIES SHALL BE 3)THE LIMIT OF BORDERING VEGETA TED WETLANDS SHOWN HEREON WAS DESIGN GRADE. ''`' "UNDERGROUND. DELINEATED AND LOCATED VIA FIELD SURVEY BY HANCOCK ASSOCIATES IN 6. INSTALL POOL,POOL HOUSE,PATIO AND ASSOCIATES •'''' ' 2. CONTRACTOR SHALL FURNISH CONSTRUCTION LA YOU OF BUILDING AUGUST OF 2025. ASSOCIATED STORMWATER MANAGEMENT o, .;o.:..: o,.;•:o.:.:' : .© a.., o,..p.. AND SITE IMPROVEMENTS. THIS WORK SHALL BE PERFORMED BY A SYSTEMS AND FENCING. PROFESSIONAL LAND SURVEYOR. 4)THE SURVEYED PREMISES AS SHOWN HEREON/S NOT LOCA TED W/THIN A 7. STABILIZE REAR YARD AROUND POOL Civil Engineers J. SAFETY MEASURES,CONSTRUCTION METHODS AND CONTROL OF WORK SPECIAL FLOOD HAZARD AREA,OR OTHER FLOOD AREA,AS SHOWN ON AREA,LOAM AND SEED,AND SECURE FABRIC -1'OVERLAP SHALL BE RESPONSIBILITY OF CONTRACTOR. LANDSCAPING WITH EROSION FEMA NATIONAL FL ODD INSURANCE PROGRAM(NFIP)FLOOD INSURANCE 8. PREP GARAGE FOOTPRINT FOR o;. CONTROL STAPLES Land Surve ors 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR RATE MAP(FIRM)NUMBER 25009CO237G,HAVING AN EFFECTIVE DATE OF CONSTRUCTION OF GARAGE EXPANSION y REPLACEMENT OF ANY EXISTING IMPROVEMENTS DAMAGED DURING JUL Y 8,2025. CONSTRUCTION THAT ARE NOT DESIGNATED FOR DEMOLITION AND/ 9. CONSTRUCT PROPOSED GARAGE AND OR REMOVAL HEREON.DAMAGED IMPROVEMENTS SHALL BE REPAIRED L 5)THIS PLAN/S THE RESULT OF AN ON-THE-GROUND INSTRUMENT 5TORYWATER MANAGEMENT SYSTEMS Environmental TO THE SATISFACTION OF THEIR RESPECT/VE OWNERS 10. FINISH GRADE,EDAM AND SEED AND °` NON-WOVEN �` Consultants 5. THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING SURVEY PERFORMED BY HANCOCK ASSOCIATES IN AUGUST OF 2025. LANDSCAPE AREA AROUND GARAGE GEOTEXTILE FOUNDATION DESIGN,WHICH WOULD INCLUDE DETAILS AND FINAL 11. REMOVE AND DISPOSE OF EROSION ©`.'' FILTER FABRIC °s" ELEVATIONS OF FOOTINGS, WALLS AND SUBSURFACE DRAINAGE TO 5)SEP77C SYSTEM TAKEN FROM'�4S-BUILT SUBSURFACE DISPOSAL SYSTEM CONTROL BARRIERS AFTER SITE HAS PREVENT INTERIOR FLOODING.SEE ARCHITECTURAL AND/OR PLAN" COMMONWEALTH ENGINEERING,DATED ER 17,2021 AND BEEN STABILIZED. m 34 CHELMSFORD ST.,CHELMSFORD,MA 01824 STRUCTURAL DRAWINGS. APPROX/MAYFLY,PROVIDED BY THE TOWN OF OF NORTH ANDOVER. Q VOICE(978)244-0110,FAX(978)244-1133 6. ANY INTENDED REVISION OF THE HORIZONTAL AND/OR VERTICAL Q' 10'(MIN.) Q' WWW.HAN000KASSOCIATES.COM LOCATION OF IMPROVEMENTS TO BE CONSTRUCTED AS SHOWN REGULATORY NOTES p °." °• HEREON SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO ; IMPLEMENTATION. 1. CONTRACTOR SHALL CONTACT DIG-SAFE FOR UNDERGROUND UTILITY 7. RIM ELEVA TIONS SHOWN FOR NEW STRUCTURES ARE APPROXIMA TE MARK/NG A T 1-688-344-7233 A T LEAST 72 HOURS PRIOR TO �` J AND ARE PROVIDED TO ASSIST CONTRACTOR WITH MATERIAL COMMENCEMENT OF ANY WORK. .a Q• TAKEOFFS FINISH RIM ELEVATIONS SHOULD MATCH PAVEMENT, 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSTRUCTION FILTER FABRIC v' GRADING OR LANDSCAPING,UNLESS SPECIFICALLY INDICATED REQUIREMENTS,CONDITIONS,AND LIMITATIONS IMPOSED BY PERMITS AND MIRAFI 140N OTHERWISE. APPROVALS ISSUED BY REGULATORY AUTHORITIES PRIOR TO OR APPROVED ,f 8. WHERE EXISTING UTILITY LINES/S7RUCTURES ARE TO BE CUT/BROKEN COMMENCEMENT OF ANY WORK.CONTRACTOR SHALL COORDINATE AND EQUAL) OBTAIN ALL CONSTRUCTION PERMI IS REQUIRED BY REGULATORY DOWN/ABANDONED,LINES/STRUCTURES SHALL BE PLUGGED/CAPPED/FILLED IN ACCORDANCE WITH OWNER AUTHORITIES. •.'"'''' " "''''• "• "'`' REQUIREMENTS J. ALL WORK OUTSIDE OF BUILDING THA T IS LESS THAN 10 FEET FROM THE 12. THE CONTRACTOR SHALL VERIFY THE LOCATION AND RELATIVE INSIDE FACE OF BUILDING FOUNDATIONS SHALL CONFORM WITH THE WOODEN STAKES, ELEVA TION OF BENCH MARKS PRIOR TO COMMENCEMENT OF UNIFORM STA TE PL UMBING CODE OF MASSACHUSETTS,248 CUR 2 00. STAKED HAY B ALES 2 PER BALE CONSTRUCTION.ANY DISCREPANCY SHALL BE REPORTED TO THE 4. POOL FILTER SHALL BE CARTRIDGE STYLE ONLY,NO BACKWASH SYSTEM ENGINEER. SHALL BE ALLOWED.ANY OTHER ACTIVITIES(INCLUDING FENCING, DISCHARGE HOSE 13. SIL T FENCE SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH LANDSCAPING,ETC.)CONTEMPLA TED IN THE ASSOC/A TED BUFFER ZONES DISTURBANCE OCCURS WITHIN BUFFER ZONE,AND SHALL SERVE AS WITHIN THE NEXT 5 YEARS SHOULD BE ADDED TO THE PLAN. PLAN VIEW THE LIMIT OF WORK DRIVE STAKE UNTIL FILTER FABRIC 2"-3"REMAINS EXPOSED 1 MJS BGG 11/4/25 CONSERVATION COMMENTS INSTALL STAKE PERPENDICULAR TO I NO.BY APP DATE ISSUE/REVISION DESCRIPTION SLOPE FACE PROPOSED 4"0 PVC 4'0 PVC REMOVABLE 1/VSPECTION PORTAL SOLID 4"�PVC PIPE END CAP DISCHARGE HOSE DATE: 10 08 25 DESIGN BY: MJS FINISH SECURE HOSE SCALE:AS SHOWN DRAWN BY: MJS GRADE DISCHARGE APPVD BY: BGG ICHECK BY: JTL STRAW WATTLE SET IN A 2"-3°DEEP I - = MIRAFI FABRIC AT r TRENCH - _ -- --Q APPROX.4"DEPTH � 4 12 C4 =WA SHED- = W W STONE= I� CROSS SECTION m STONE N WID THF OF TRENCH BOTTOM OF NOTES: SITE DETAILS SEE PLAN 1.NUMBER OF BALES MAY VARY DEPENDING ON AND NOTES MIRAFI FABRIC SITE CONDITIONS. INSTALL WITH 18" ON BOTTOM OR 24 1"X1"WOOD AND SIDESNOTE INSPECTION PORTAL IS TO ASSIST 2.THE BASIN TO BE SIZED TO PREVENT DISCHARGE i STAKES WITH FUTURE SYSTEM MAINTENANCE WATER FROM OVERTOPPING BASIN. Q /AF/L TRA T/ON CELL f o STRAW WA TTLE/NSTALLA T/ON INSPECT/ON FOR TAL DETAIL DE WA TERING HA YBALE BASIN DWG:LAYOUT::NOI ng.dwg SP 2-2 =ZZ NOT TO SCALE TYPICAL CROSS SECTION NOT TO SCALE ol NOT TO SCALE SHEET:2 OF 2 )ETy JOB NO.:28538 N k