The URL can be used to link to this page

Home My WebLink About24224-Planset (Rev 1-26-26) - Plans - 1591 OSGOOD STREET 1/26/2026 COMMERCIAL DEVELOPMENT �\ GENERAL LEGEND EXISTING PROPOSED DESCRIPTION " Know what's below ——————— PROPERTY LINES S U -- AJ LANDING" 811 before you dig -- — — SETBACK LINES CENTERLINE —..—..— FRESHWATER WETLANDS LINE TIDAL WETLANDS LINE TAX MAP 3 4 AND LOT 4 STREAM CHANNEL �� •��• TREE LINE STONEWALL BARBED WIRE —0 o 0 o FENCE o STOCKADE FENCE 1591 OSGOOD STREET, NOf�TH ANDOVER, MA ..................••• SOIL BOUNDARY ------------------- AQUIFER PROTECTION LINE ------------- FLOOD PLAIN LINE ------------------- ZONELINE EASEMENT SHEET INDEX 700 MAJOR CONTOUR °' -- MINOR CONTOUR EDGE OF PAVEMENT " VERTICAL GRANITE CURB �" sB SLOPE GRANITE CURB �a CAPE COD BERM CS COVER SHEET PM POURED CONCRETE CURB x X SILT FENCE DRAINAGE LINE C1 EXISTING CONDITIONS PLAN S S SEWER LINE 125 -M FM SEWER FORCE MAIN DM DEMOLITION PLAN GAS GAS— GAS LINE W W WATER LINE ws ws WATER SERVICE C2 SITE PLAN one 0He OVERHEAD ELECTRIC uGE UGE UNDERGROUND ELECTRIC HAVERHILL GUARDRAIL NIMLIEN it C3 GRADING AND DRAINAGE PLAN UD UNDERDRAIN F F FIRE PROTECTION LINE 1L__w THRUST BLOCK 495 eOXFORO C4 UTILITY PLAN ® IRON PIPE/IRON ROD O DRILL HOLE L1 LANDSCAPE PLAN ■ IRON ROD/DRILL HOLE El ■ STONE/GRANITE BOUND 100x0 100x0 SPOT GRADE 1x 00•00 )'100.00 PAVEMENT SPOT GRADE D o. . L2 LIGHTING PLAN 910 59 ao 9 1005900 CURB SPOT GRADE LAWRENCE ,, BENCHMARK(TBM) P1 PLAN AND PROFILE DOUBLE POST SIGN SINGLE POST SIGN D1 D5 DETAIL SHEET ""° �n°s` WELL TP1 TEST PIT 00 FAILED TEST PIT NORTH © ® MONI O IN WELL ANDOVER El EROSION AND SEDIMENT CONTROL DETAILS PERC PHOTO LOCATIONS Al ARCHITECTURAL ELEVATIONS TREES AND BUSHES 125 UTILITY POLE X�D-o LIGHT POLES OO ® DRAIN MANHOLE 0 OO SEWER MANHOLE 10, HYDRANT WATER GATE o WATER SHUT OFF LOCUS MAP + REDUCER B3 133 SINGLE GRATE CATCH BASIN SCALE 1"=2000' 6333 ® DOUBLE GRATE CATCH BASIN 0 ID TRANSFORMER CULVERT W/WINGWALLS CULVERT W/FLARED END SECTION CULVERT W/STRAIGHT HEADWALL CIVIL ENGINEER/SURVEYOR LANDSCAPE DESIGNER ELECTRIC ® ® STONE CHECK DAM DRAINAGE FLOW DIRECTION JONES&BEACH ENGINEERS,INC. LM LAND DESIGN,LLC NATIONAL GRID 4K SEPTIC AREA 85 PORTSMOUTH AVENUE 11 SOUTH ROAD 7 N HUNT ROAD,AMESBURY,MA 01913 PO BOX 219 BRENTWOOD,NH 03833 (800)867-5222 WETLAND IMPACT STRATHAM,NH 03885 ® (603) 770-7728 PROJECT PARCEL VEGETATED FILTER STRIP (603)772-4746 CONTACT:LISE MCNAUGHTON GAS TOWN OF NORTH ANDOVER,MA RIPRAP CONTACT:ERIKPOULIN TAX MAP34,LOT4 EMAIL:LMLANDDESIGN@GMAILCOM EVERSOURCE ENERGY E-MAIL:EPOULIN@JONESANDBEACH.COM PAVEMENT HATCH 7 N HUNT ROAD,AMESBURY,MA 01913 OPEN WATER CANT (800) 867-5222 SINGH REALTY GROUP LLC TRAFFIC ENGINEER WATER AND SEWER 66 Fit � FRESHWATER WETLANDS VANASSE&ASSOCIATES,INC. HAVER HILL,MA 0 832 N NORTH ANDOVER WATER&SEWER DEPT BK 13567,PG 5 © TIDAL WETLANDS 10 N.E.BUSINESS CENTER DRIVE,SUITE 314 120 MAIN STREET STABILIZED CONSTRUCTION ANDOVER,MA 01810 NORTH ANDOVER,MA 01845 TOTAL LOT AREA o ENTRANCE (978)474-8800 123,978 SQ.FT. CONCRETE CONTACT:DEREK ROACH (978)688-9500 2.85ACRES GRAVEL WETLAND CONSULTANT APPROVED-NORTH ANDOVER,MA a SNOW STORAGE GOVE ENVIRONMENTAL SERVICES,INC. PLANNING BOARD W RETAINING WALL 8 CONTINENTAL DRIVE,UNIT H a o o EXETER,NH 03833 a (603)-778-0644 i CONTACT:JIM GOVE z W W �N ~N NO Q �O 0 0� Q DATE: 0 o Oz u) Ln 00 n:HCH Draft:HCH Date:10/02/2025 m5 Design: [REV. 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Tu Checked:EMP Scale: AS NOTED ProjectNo.:24zz4 Plan Name: COVER SHEET �cc a µOFMR 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP �} z Drawing Name:24224-PLAN.dwg E,P ---SSy�t Jones & Beach Engineers, Inc. �THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN '02=' y' 12/31/25 REVISED PER REVIEW COMMENTS EMP g 7 SURAJ LANDING zN o ERIK M ` 11/25/25 REVISED PER REVIEW COMMENTS EMP Project: z CS a PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). to i Pouue MAP 34 LOTS 4 3 N tom? 85 Portsmouth Ave. 603-772-4746 j ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE N0•5741 "'_� 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP Civil Engineering Services a 1k PO Box 219 Owner of Record: 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 1 OF15 �m AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. '` -;` DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT NO.24224 /26/26 PLAN REFERENCES: LEGEND 1."PLAN OF LAND,1591 OSGOOD STREET-NORTH ANDOVER,MA,LOT LINE ADJUSTMENT MAP PROPERTY LINE 34,LOTS 4&31.-DATED DECEMBER 6,2011. PREPARED BY JONES&BEACH ABUTTER PROPERTY LINE ENGINEERS,INC. PLAN 16953. BUILDING SETBACK 125 2."EASEMENT PLAN LOCATED IN NORTH ANDOVER,MA PREPARED FOR THE 1591 OSGOOD WETLANDS STREET NOMINEE TRUST,PHILIP V.ADAMS,TRUSTEE.DATED JUNE 27.2013. PREPARED BY CHRISTIANSEN&SERGI,INC. PLAN 16954. TREE LINE 3."DEFINITIVE SUBDIVISION PLAN,TAX MAP 61,LOTS 16&34&TAX MAP 34,LOT 31,1679 EDGE OF PAVEMENT OSGOOD STREET&BRADFORD STREET,NORTH ANDOVER,MA.- DATED AUGUST 20,2007. --------- EDGE OF GRAVEL HAVERHILL PREPARED BY JONES&BEACH ENGINEERS,INC.PLAN 16957. -OHE- OVERHEAD ELECTRIC LINES 4."PLAN OF A PORTION OF THE J.G.CHADWICK ESTATE,NORTH ANDOVER,MASS.-DATED -- Mo - MAJOR CONTOUR �/ o METHUEN IT OCTOBER 1921. PREPARED BY MORSE&CHASE. PLAN 440. ----M2---- MINOR CONTOUR 5.COMMONWEALTH OF MASSACHUSETTS PLAN OF ROAD IN THE TOWN OF NORTH ANDOVER, -D-D- DRAIN LINE 49 BOXFORD ESSEX COUNTY.*DATED SEPTEMBER 13,1927. PLAN 697. ® CATCH BASIN @ DRAIN MANHOLE MAP 61 LOT 120 B 6."PLAN OF LAND IN NORTH ANDOVER,MASS.AS SURVEYED FOR EDWARD J.&BERNICE F. -W- WATER LINE BALDUINO FAMILY REVOCABLE LIVING TRUST \ 9�y�. MU111X.-INT DUDLEY."DATED MAY 10.1955. PREPARED BY RALPH B.BRASSEUR. PLAN 3010. CHRISTOPHER&HEATHER BALDUINO,TRUSTEES �11 HYDRANT 50 STANTON WAY 7.COMMONWEALTH OF MASSACHUSETTS PLAN OF ROAD IN THE TOWN OF NORTH ANDOVER, NORTH ANDOVER,MA 01845 ESSEX COUNTY.*DATED JULY 19,1955. PLAN 3066. lb WATER SHUTOFF I BK 15399 PG 73 B."PLAN OF LAND IN NORTH ANDOVER.MASS.AS SURVEYED FOR GULF OIL CORPORATION. 1 0 IQ, UTILITY POLE LAWRENCE GUY WIRE ANCHOR MAP z DATED SEPTEMBER 1955. PREPARED BY CLINTON F.GOODWIN. PLAN 3151. -GAS- GAS LINE I CHAD LAWLOR 9."PLAN SHOWING A PORTION OF LAND OWNED BY CONCETTINA COPPOLA.NORTH ANDOVER, 1679 OSGOOD STREET z T <IRON PIPE NORTH ANDOVER,S Dl' IP MA 845 / \ MASS."DATED AUGUST 1961.PREPARED BY R.B.BRASSEUR ENGINEER. PLAN 4352. IR IRON ROD BK 14385 PG 29 10."PLAN OF LAND IN NORTH ANDOVER,MASS.OWNED BY CHRISTOPHER V.&ELAINE M. DH DRILL HOLE I 1 11 ADAMS."DATED OCTOBER 13.1958.PREPARED BY RALPH B.BRASSEUR.PLAN 5023. BND BOUND IR FND' GRADING EASEMENT 13569 PG 170 11."PLAN OF LAND IN NORTH ANDOVER.MASS.OWNED BY GRACE K.MOSCHETTO.'DATED 0.2'EXPOSED I LOCUS SCALE:1"=2000- JANUARY 1978. PREPARED BY CHARLES C.MARTIN ASSOCIATES.PLAN 7776. DH FND CHRISTIANSEN&SERGI 1,UP 12."EASEMENT PLAN OF LAND LOCATED IN NORTH ANDOVER.MASS.PREPARED FOR GEORGE MAP 34 LOT 28 IN 3'STONE 1"IP FND EXISTING CONDITIONS NOTES: PARKAS."DATED JULY 6,1988. PREPARED BY J.J.B.ASSOCIATES.PLAN 11291. FLUSH MARK VALENTINO MAP 61 LOT 124 1609 OSGOOD STREET 2"IP FND 20*SIDE EENA VAIRAVA 1.THE INTENT OF THIS PLAN IS TO SHOW THE EXISTING CONDITIONS FOR TAX MAP 13."EASEMENT PLAN OF LAND LOCATED IN NORTH ANDOVER,MASS.PREPARED FOR GEORGE NORTH ANDOVER,MA 01845, FLUSH SETBACK RAMANATHAN RAMANATHAN&M,EENA VAIRAVA 34,LOT 4 SITUATED IN NORTH ANDOVER,MA. FARKAS."DATED NOVEMBER 14,1988.PREPARED BY J.J.B.ASSOCIATES. PLAN 11340. BK 14334 PG 202 46 STANTON WAY 14."WHITE BIRCH ESTATES,A RESIDENTIAL SINGLE FAMILY DWELLING DEVELOPMENT IN NORTH 50 NO BUILD BUFFER NORTH ANDOVER.MA 01845 2.ZONING DISTRICT. BK 13867 PG 157 CORRIDOR DEVELOPMENT DISTRICT 3 ANDOVER,MA.*DATED APRIL 30,1992. PREPARED BY ENVIRONEERS INC.PLAN 12242. 25*NO DISTURB BUFFER 0 LOT AREA MINIMUM =108,900 SF LOT FRONTAGE MINIMUM =250' 15."EASEMENT PLAN LOCATED IN NORTH ANDOVER,MA.PREPARED FOR HANG'N TREE REALTY BUILDING SETBACKS(MINIMUM): TRUST&MASON DIXON REALTY TRUST.DATED OCTOBER 7,2005. PREPARED BY COUNTY APPROXIMATE LIMITS OF WETLANDS FRONT SETBACK =15' =20' LAND SURVEYS,INC. PLAN 15201. NOT DELINEATED BY PWS SIDE SETBACK 100'WETLAND BUFFER ZONE REAR SETBACK =30, 16."DESIGN CONSIDERATIONS FOR SITE DEVELOPMENT OF A WAREHOUSE DESIGN S.P.E.C. k\ WETLAND BUFFER =100, REALTY TRUST(CHRIS ADAMS TRUSTEE)1591 OSGOOD STREET,NORTH ANDOVER,MA.- I MAX.BUILDING HEIGHT =45'ABOVE GRADE DATED FEBRUARY 14.2001. PREPARED BY PHALEN&ALLEN LIMITED. NOT RECORDED. WF 15.D'lq--GV6 1'5 MAX.IMPERVIOUS COVER 70% STOP 17.PLAN OF LAND IN NORTH ANDOVER,MASSACHUSETTS SHOWING PROPOSED BUILDING DRAWN OCK P11 t RESIDENTIAL 2: EX.SEPTIC FIELDS FOR CHAD LAWLOR,1679 OSGOOD STREET,NORTH ANDOVER,MASSACHUSETTS." DATED -556 9 LOT AREA MIN =43,560 SF NOVEMBER 3,2015. PREPARED BY MERRIMACK ENGINEERING SERVICES. NOT RECORDED. WF 1'1'-7 25'N.�0'... LOT FRONTAGE MIN. =150' IR FND `WF 1 9. T IL FRONT,SIDE AND REAR SETBACKS=30' MAP 34 LOT 44 D.5'DOWN 10_1_D A MAX.BUILDING HEIGHT =35' MARK&LORI VALENTINO N WF' W NO IMPERMOIS BUFFER MAX.CONTIGUOUS BUILDABLE AREA(CBI)=32,670 SF 1615 OSGOOD STREET NORTH ANDOVER,MA 01845 MAP 34 LOT 5 BK 12671 PC 164 JDP DEVELOPMENT CO,INC 3.THE UTILITY LOCATIONS SHOWN HEREON WERE DETERMINED BY OBSERVED ABOVE WF` 12 ROGERS ROAD GROUND EVIDENCE AND SHOULD BE CONSIDERED APPROXIMATE IN LOCATION ONLY. EX GREASE TRAPS HAVERHILL,MA 01835 LOCATION,DEPTH,SIZE,TYPE,EXISTENCE OR NONEXISTENCE OF UNDERGROUND BK 4015 PG 121 UTILITIES AND/OR UNDERGROUND STORAGE TANKS WAS NOT VERIFIED BY THIS SURVEY. ALL CONTRACTORS SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION WORK OR CALL DIG-SAFE PAVED AT 1-888-DIG-SAFE. AREA 4.THE SUBJECT PARCEL IS NOT LOCATED WITHIN AN AREA HAVING A SPECIAL FLOOD HAZARD ZONE DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA),ON FLOOD INSURANCE RATE MAP NO.25009CD226G,WITH EFFECTIVE 4D 5.DATE OF 07/08/2025. BASIS OF BEARING:HORIZONTAL-MASSACHUSETTS MAINLAND. VERTICAL- �1 If0.2 EXPOSED NAVD88. ml EXISTING 004'SE OF PL 6.CERTAIN DATA HEREON MAY VARY FROM RECORDED DATA DUE TO DIFFERENCES IN BUILDING DECLINATION,ORIENTATION,AND METHODS OF MEASUREMENT. 'JIMMYS PIZZA" 7.ALL BOOK AND PAGE NUMBERS REFER TO THE NORTHERN ESSEX COUNTY \ r _ \ /- � REGISTRY OF DEEDS. &THE TAX MAP AND LOT NUMBERS ARE BASED ON THE TOWN OF NORTH ANDOVER t TAX RECORDS AND ARE SUBJECT TO CHANGE. MAP 34 LOT 17 1600 OSGOOD STREET,LLC IR FND 9.RESEARCH WAS PERFORMED AT THE TOM OF NORTH ANDOVER ASSESSOR'S DZZY PROPERTIES D.3'EXPOSED OFFICE,THE NORTHERN ESSEX COUNTY REGISTRY OF DEEDS,SOUTHERN ESSEX EX.PYLON SIGN COUNTY REGISTRY OF DEEDS,AND THE MASSACHUSETTS DEPARTMENT OF 1600 OSGOOD STREET NORTH ANDOVER,MA 01845 BK 8213 PG 272 ✓ TRANSPORTATION- L-214 011' 10.THIS SURVEY IS NOT A CERTIFICATION TO OWNERSHIP OR TITLE OF LANDS SHOWN. R-3060.72' \> OWNERSHIP AND ENCUMBRANCES ARE MATTERS OF TITLE EXAMINATION NOT OF A ® BOUNDARY SURVEY.THE INTENT OF THIS PLAN IS TO RETRACE THE BOUNDARY A==4*00'27" LIMIT OF WORK LINES OF DEEDS REFERENCED HEREON.OWNERSHIP OF ADJOINING PROPERTIES IS 010*26'35"W_ ACCORDING TO ASSESSOR'S RECORDS.THIS PLAN MAY OR MAY NOT INDICATE ALL EX.GAS MAIN \C=214.04 ENCUMBRANCES EXPRESSED,IMPLIED OR PRESCRIPTIVE. EX.12"WATERMAIN 11.ANY USE OF THIS PLAN AND OR ACCOMPANYING DESCRIPTIONS SHOULD BE DONE V WITH LEGAL COUNSEL,TO BE CERTAIN THAT TITLES ARE CLEAR,THAT INFORMATION IS CURRENT,AND THAT ANY NECESSARY CERTIFICATES ARE IN 11 EX.a"SEWERMAIN SLOPES: PLACE FOR A PARTICULAR CONVEYANCE,OR OTHER USES. 12.THE LIMITS OF JURISDICTIONAL WETLANDS WERE DELINEATED BY BRENDEN WALDEN 157-25% OF GOVE ENVIRONMENTAL SERVICES IN SPRING 2025 IN ACCORDANCE WITH THE FOLLOWING GUIDANCE DOCUMENTS: MAP 34 LOT 41 >25% A.THE CORPS OF ENGINEERS FEDERAL MANUAL FOR IDENTIFYING AND DELINEATING JURISDICTIONAL WETLANDS. 15'FRONT PAVED i MICROWAVE ENGINEERING CORP B.THE NORTH CENTRAL&NORTHEAST REGIONAL SUPPLEMENT TO THE SETBACK 1 \PARKING- 1551 OSGOOD STREET FEDERAL MANUAL. NORTH ANDOVER,MA 01845 C.THE CURRENT VERSION OF THE FIELD INDICATORS FOR IDENTIFYING HYDRIC BK 3531 PG 258 SOILS IN NEW ENGLAND,AS PUBLISHED BY THE NEW ENGLAND INTERSTATE WATER POLLUTION CONTROL COMMISSION AND/OR THE CURRENT VERSION OF THE FIELD INDICATORS OF HYDRIC SOILS IN THE UNITED STATES,AS o. PUBLISHED BY THE USDA,NRCS,AS APPROPRIATE. D.THE CURRENT NATIONAL LIST OF PLANT SPECIES THAT OCCUR IN WETLANDS, PT 0 AS PUBLISHED BY THE US FISH AND WILDLIFE SERVICE. to 13.SURVEY TIE LINES SHOWN HEREON ARE NOT BOUNDARY LINES. THEY SHOULD to ONLY BE USED TO LOCATE THE PARCEL SURVEYED FROM THE FOUND MONUMENTS SHOWN AND LOCATED BY THIS SURVEY. c) IR FND 0.2'DOWN 0.12'INTO ROW CERTIFICATION: PROJECT PARCEL \ m TOWN OF NORTH ANDOVER,MA m-.4 I HEREBY CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES '), DIVIDING EXISTING OWNERSHIPS,AND THE LINES OF THE STREETS AND WAYS SHOWN ARE TAX MAP 34,LOT 4 Cn THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED,AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. APPLICANT C u) GRAPHIC SCALE OF u4ssgn SINGH REALTY GROUP LLC \ C1 Y G \66 FONDI ROAD 2 MATTHEW J. 40 0 20 40 80 160 SALVUCCI HAVERHILL,MA 01832 -1-LA 0 v N..59379 BK 13567,PG 5 IN FEET) TOTAL LOT AREA 1 inch=40 feet SURNt"A 123,978 SQ.FT. MATTHEW J.SALVILICIC1,PLS 59379 DATE: 2.85 ACRES ON BEHALF OF JONES&BEACH ENGINEERS,INC. Design:HCH I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Checked:EMP I Scale: 1"-40' ProjeGt No.:24224 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP Plan Name: EXISTING CONDITIONS PLAN Drawing Name:24224-PLAN.dwg 4 THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Jones & Beach Engineers, Inc. SURAJ LANDING PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 2 11/25/25 REVISED PER REVIEW COMMENTS EMP 603-772-4746 MAP 34,LOTS 4 C Project: ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP 85 Portsmouth Ave. Civil Engineering Services PC Box 219 Owner of Record1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 2 OF1 5 AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@DJONESANDBEACH.COM 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA02128 JBE PROJECT NO.24224 125 1V HAVERHILL METHUEN IT 49 BOXFORD B 0 t LAWRENCE x o k < < LOCUS SCALE:1"=2000- J DEMOLITION NOTES: A 'n 7 1. THIS PLAN IS INTENDED TO PROVIDE MINIMUM GUIDELINES FOR SITE DEMOLITION.IT SHOULD BE NOTED THAT ALL MANMADE FEATURES,PAVEMENT,SIGNS,POLES,CURBING, Y= '\ �- - ,�//t-- \ CONCRETE WALKS,UTILITIES,ETC.,SHALL BE REMOVED AS NECESSARY TO CONSTRUCT WORK,UNLESS OTHERWISE NOTED TO REMAIN.THROUGHOUT THE CONSTRUCTION PROCESS, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY FIELD DISCREPANCIES FROM DATA AS SHOWN ON DESIGN PLANS. THIS INCLUDES ANY UNFORESEEN CONDITIONS,SUBSURFACE OR OTHERWISE FOR EVALUATION AND RECOMMENDATIONS.ANY CONTRADICTION BETWEEN ITEMS OF THIS PLAN/PLAN SET,OR BETWEEN THE PLANS AND ON-SITE CONDITIONS MUST BE RESOLVED BEFORE RELATED ING PAVEMENT AREA IN'�XIST CONSTRUCTION HAS BEEN INITIATED. 5?NO DISTURB ZONE TO REMAIN UNDISTURBED 2. PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR IS REQUIRED TO HAVE THE PROJECT LAND SURVEYOR STAKE OR FLAG CLEARING LIMITS. A MINIMUM OF 48 HOURS 0 IS REQUIRED.CLEARING LIMITS ARE THE EDGE OF THE PROPERTY AND THE LIMITS _j NOTICE M PAVEMENT TO BERlffMOVED OF WORK. I o AREA TO BE.LOAMED AND SEEDED J 3. ALL EXISTING STRUCTURES WITHIN THE CONSTRUCTION AREA,UNLESS OTHERWISE NOTED SILT FENCE TO BE INSTALLED TO REMAIN,SHALL BE REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL LOCAL ORDINANCES. -SITE SHALL BE SUBJECT TO PRIOR TO CONSTRUCTION LOCAL,STATE AND FEDERAL GUIDELINES.ANY BURNING ON AREAJO BE LOANED AND Lj Ul Lo STOCKPIL.99-TO BE REMOVED SEEDED z> 4. ALL EXISTING PAVED SURFACES WITHIN THE LIMITS OF WORK THAT ARE TO REMAIN SHALL A BE RECLAIMED TO MINIMUM DEPTH OF 12"AND REGRADED AS SHOWN ON THE GRADING WF 1p.. GlIZOM STOP AND DRAINAGE PLAN.RECLAIMED ASPHALT SHALL CONFORM TO STATE SPECIFICATIONS. I- EXISTING SEPTIC FIELD 1Z—,, _W PRIOR TO REMOVAL,PAVEMENT SHALL BE SAWCUT AT ALL ENTRANCES AND LIMITS OF TO BE REMOVED '.F REMOVAL. WF 14lj 0 _j z, WF 7 25'No oisivaa W 5. ALL EXISTING GRANITE CURBING TO BE REMOVED SHALL BE STOCKPILED IN AN AREA TO 0 1\1F BE DESIGNATED BY THE OWNER OR OWNER'S REPRESENTATIVE.THE OWNER SHALL EXISTING GAS SERVICE INSPECT GRANITE CURBING TO BE RESET AND APPROVE LOCATION OF RESET CURBING. 101Y WMAND BU Ti TO BE CUT AND CAPPED,- WF' 50'NO IMPERMOIS BUFFER F THE CONTRACTOR SHALL NOT INSTALL USED CURBING AT ANY ENTRANCE LOCATIONS. cf)(, I 0 6. ALL EXISTING UTILITIES SHALL BE TERMINATED AT THE PROPERTY LINE,UNLESS u) OTHERWISE NOTED ON THE PLANS,IN CONFORMANCE WITH LOCAL,STATE AND UTILITY Wr r-1,yr 8' COMPANY STANDARDS,SPECIFICATIONS AND DETAILS.THE CONTRACTOR SHALL SERVICE TO BE COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES PRIOR TO EXISTING WATER REMOVED THE START OF WORK. 0 LMEN\T 7. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONTAMINATED MATERIAL LOCATED IN THE AREA OF EXISTING LEACHFIELDS IN ACCORDANCE WITH LOCAL N AREA TO AND STATE REGULATIONS. BE RECLAIMED 8. ALL CURBING,CONCRETE,PAVEMENT,BUILDINGS AND SUBBASE MATERIALS LOCATED WITHIN PROPOSED LANDSCAPED AREAS SHALL BE REMOVED AND REPLACED WITH LOAM MATERIALS SUITABLE FOR LANDSCAPING IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS. G (SEE ALSO LANDSCAPE PLAN). PROPOSED CONSTRUCTION k, --S\TOCKPILE AREA I 9. CONTRACTOR SHALL HAVE THE OPTION TO REMOVE DRAINAGE/SEWER STRUCTURES,OR REMOVE MANHOLE FRAME AND GRATE/COVER TO A MINIMUM OF 36"BELOW FINISH EXISTING GREASE TRAP TO BE REMOVED GRADE,FRACTURE BOTTOM AND FILL NTH COMPACTED BORROW. EXISTING BUILDING "JIMMYS PIZZA" Sl 10. IN AREAS WHERE CONSTRUCTION IS PROPOSED ADJACENT TO ABUTTING PROPERTIES,THE LTSOXX ALONG (TO BE RAZED) CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING ALONG PROPERTY LINES IN OSGOOD STREET FRONTAGE TON ALL AREAS WHERE SILT FENCING IS NOT REQUIRED. TO BE INSTALLED PRIOR To coNsTRuc 11. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO oly" CONSTRUCTION AND ANY EARTH MOVING OPERATIONS.SILT FENCE SHALL BE INSTALLED x AT THE LIMITS OF IMPACT AREAS ACCORDING TO THE DETAILS SHOWN ON SHEET El. TEMPORAIR Y SEDIMENT BASIN N, EXISTING BUILDING (IF NEEDED) 12. EXCAVATED MATERIALS WILL BE PLACED WITHIN UPLAND AREAS AS FILL MATERIAL OR HAULED OFF-SITE FOR DISPOSAL IN AN APPROPRIATE UPLAND LOCATION. TO BE REMOVED EXISTING SIGN PROPOSED CONSTRUCTION 13. REMOVAL OF EXISTING SEPTIC TANKS,GREASE TRAPS,AND SEPTIC FIELDS TO COMPLY TO BE REMOVED WITH ALL MASS STANDARDS AND BEST PRACTICES. STOCKPILE AREA -EXISTING OVERHEAD ELECTRIC NT PAVEME TO BE REMOVED AREA TO SILTSAC INLET PROTECTION bt RECLAIMED 0 UM�OF WORK, \1 N INSTALLED TO CB#211 \-4, \ Y 1\ \o PRIOR TO CONSTRUCTION SEE SHEET(El) TEMPORARY EXISTING CATCH BASIN TO,BE REMOVED SEDIMENT BASIN Ld UGHLfOUE (IF NEEDED) EXISTING FENCE TO REMOVEI[Y1 co, iTO BE RELOCATED lu o EXISTING 6" EXISTING FENCE SEWER STUB TO BE REMOVED-,' 1> PROJECT P f ARCEL TOWN OF NORTH ANDOVER,MA 0 TAX MAP 34,LOT 4 STABILIZED CONSTRUCTION I N ENT-ERANCE ry g-18 A-- (n C), o APPLICANT 0 EXISTING CATCH BASIN'iTO**UGVED _J < V SINGH REALTY GROUP LLC 66 FONDI ROAD 9-13 HAVERHILL,MA 01832 fn GRAPHIC SCALE 40 o 2D 4o 8o 16o BK 13567,PG 5 TOTAL LOT AREA < o J IN FEET 123,978 SQ.FT. 2.85 ACRES 1 inch 40 feet V) SILT CFN FENCE PRIOR T Design:HCH Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Checked:EMP I Scale: 1"-40' 1 Project No.:24224 �OF Plan Name: DEMOLITION PLAN Drawing Name:24224-PLAN.dwg 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP > o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN 3 12/31/25 REVISED PER REVIEW COMMENTS EMP SURAJ LANDING ERIK W \,�k EMP Jones & Beach Engineers, Inc. POULIN 2 11/25/25 REVISED PER REVIEW COMMENTS Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). MAP 34,LOTS 4 DM < i No.57141 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS 85 Portsmouth Ave. Civil Engineering Services 603-772-4746 ANYALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE EMP PO Box 219 Owner of Record1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 3 OF15 L AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. NAL REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@)JONESANDBEACH.COM 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128 _J JIBE PROJECT NO.24224 vro26/26 M / / 125 HAVERHILL IT h \/ 495 BOXFORD �► JAB D �T I I WRENCE I / / x p 0 6'STOCKADE i WHITE VINYL FENCE �k w (TO BE PLACED ON 1 FOOT BERM) v v I o o�� I „I,:: I,Pvo. �I 0_ 50'NO BUILD BUFFER /j z wUI N I 9 a LLJ Q rTURB BUFFER \ W T_ Q II 100'WETLAND 0 BUFFER ZONE SNOW / i STORAGE(TYP.) \Y / I I ~ O PROPOSED EV READY �Q I CHARGING SPACES / / 1\ Io,N WF 15.011G 0'YNq�STOP G:O 4'CHAIN LINK FENCE SNOW Q Pw-3 I ALONG JUTE MATTING STEEP SLOPE STORAGE(TYP.) \ U WF 14 I Q¢ - PROPOSED RETAINING WALL / / I\ \\ wF 1 7 13 O DUMPSTER 115 aI I ENCLOSURE R TRANSFORMER ". 43 �'\ \ WF B WF " \��R25' g \ R8 IF 35cp. \ I i 0 PROPOSEDREADY / �OPO\NG RETAIL\ 3� -- i CHARGING SPACES `b 1 918 SF.. �' PROPOSED BIKE RACK' 5. \ �- ' \ �i� SITE NOTES. STORMWATER POLLUTION PREVENTION PLAN(S.W.P.P.P.).THIS DOCUMENT IS TO BE KEPT I �6'SIDEWALK ,_� 2 8 \ a'�=' ONSITE AT ALL TIMES AND UPDATED AS REQUIRED. RETAIL\ ,g•�� "• -- 101 1. THE INTENT OF THIS PLAN IS TO SHOW A PROPOSED 15,290 SF BUILDING CONTAINING 10.PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE 1 I 39 2,113 SF '¢ 25 - Cat" RETAIL AND STORAGE ON THE FIRST FLOOR AND RESIDENTIAL HOUSING ON THE SECOND ENGINEER,ARCHITECT AND/OR OWNER,IN ORDER TO OBTAIN AND/OR PAY ALL THE 1$ � i THROUGH FOURTH FLOORS. NECESSARY LOCAL PERMITS,FEES AND BONDS. 21 / RETAIL ;/ Pam:" 2. ZONING DISTRICT: 11, ALL CONSTRUCTION WILL CONFORM TO TOWN STANDARDS AND REGULATIONS,AND NHDOT H/C RAMP -.� 102 1¢ \ CORRIDOR DEVELOPMENT DISTRICT 3 REQUIRED: PROPOSED: SNOW 2,269 SF \ n/ --' ---- ' STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,WHICHEVER IS MORE STORAGE(TYP.) * r}`• BUILDING MOUNTED lH/C RAMP LOT AREA MINIMUM =108,900 SF (123,979 S.F.) STRINGENT. _ __ LOT FRONTAGE MINIMUM =250' (275') I 6'SIDEWALK 1 m "ACCESSIBLE"SIGNS -,: 1 BUILDING SETBACKS(MINIMUM): 12.ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO LABOR OCCUPATIONAL SAFETY AND PROPOSE"4--STORY BUILDING FRONT SETBACK =15' (82') HEALTH ADMINISTRATION(OSHA)RULES AND REGULATIONS. d'- FOOTPRINT=1a,2903F _" LIMIT OF WORK 1 SIDE SETBACK =20' (35') I FLOOR 1"RETAIL AND STORAGE" c REAR SETBACK =30' (298') 13.WETLANDS WERE DELINEATED BY BRENDAN WALDEN OF GOVE ENVIRONMENTAL SERVICES `-1 I FLOOR 24"RESIDENTIAL"(sa UNITS) 4'CHAIN LINK FENCE WETLAND BUFFER =100' (106') DURING MAY,2025,AND LOCATED BY THIS OFFICE ALONG JUTE MATTING STEEP SLOPE 1 MAX.BUILDING HEIGHT =45'ABOVE GRADE (43') ST1003GE / DUMPSTER MAX.IMPERVIOUS COVER =70% (51.38%) 14.LANDOWNERS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,STATE AND I 8.480 SF PROPOSED BIKE RACK i ENCLOSURE ` \ MAX.FLOOR RATIO =0.75:1 (48.337) FEDERAL WETLAND REGULATIONS,INCLUDING PERMITTING REQUIRED UNDER THESE RESIDENTIAL 2: REGULATIONS. PROPOSED TIP DOWN <11 I 25 1 8 LOT AREA MIN =43,560 SF 14.ALL PROPOSED SIGNAGE SHALL CONFORM WITH THE TOWN ZONING REGULATIONS,UNLESS A 1 1 I i LOT FRONTAGE MIN. =150' VARIANCE IS OTHERWISE REQUESTED. FRONT,SIDE AND REAR SETBACKS =30' I ONE MAX.BUILDING HEIGHT =35' 15.ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST 1 15E�ACK c G �? \ 3. PARKWGXCALONTIGUOUS CULATIO SBUILDABLE AREA(CBA) =32,670 SF EDITION OF THE STANDARDS AND EA PECIAICATIONSL ON F(NON REFLECTORI E PAVEMENTORM TRAFFIC CONTROL DEVICES(MARKINGS),UNLESS OT PROPOSED PYLON SIGN _=1 REQUIRED: -RESIDENTIAL: 16.ALL PARKING STALLS SHALL BE SEPARATED USING 4"WIDE SOLID STRIPES. STRIPING 1 BEDROOM-1.5 SPACES/DWELLING UNIT*11 UNITS=17 PARKING SPACES SHALL BE 100%ACRYLIC TYPE,LOW VOC,FAST DRYING,IN A COLOR OF WHITE. PROPOSED TIP DOWN 11 1f0' i 1 SPACES/DWELLING2 BEDROOMS OR MORE-2 SPACES/DWELUNG UNIT*27 UNITS=54 PARKING SPACE 1 I 17.ALL STOP BARS SHALL BE 18"IN WIDTH IN A COLOR OF WHITE;ALL TRAFFIC ARROWS -RESIDENTIAL TOTAL=71 SPACES SHALL BE PAINTED IN A COLOR OF WHITE. 1 -RETAIL:(5 SPACES/1,000 SF)*6,558 SF=32.79 SPACES=33 SPACES 1 R25 -STORAGE:(0.25/1,000 SF)*8,480 SF=2.12 SPACES=3 SPACES 18.ALL CURBING TO BE VERTICAL GRANITE CURBING WITH A MINIMUM RADIUS OF 2',UNLESS UTILITY POLE TO BE RELOCATED I i \ -UTILITY SPACE:(252 SF)=NA OTHERWISE NOTED. 1 i -TOTAL=107 PARKING SPACES STOP BAR 19,ALL BUILDING DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL AND STRUCTURAL PROPOSED: PLANS PROVIDED BY THE OWNER.ANY DISCREPANCIES SHOULD BE BROUGHT TO THE -RESIDENTIAL:74 PARKING SPACES ATTENTION OF THE ENGINEER AND OWNER PRIOR TO THE START OF CONSTRUCTION. ~ 1 R25' ` -RETAIL:33 PARKING SPACES BUILDING DIMENSIONS AND AREAS TO BE TO OUTSIDE OF MASONRY,UNLESS OTHERWISE -STORAGE:3 PARKING PACES NOTED. W PROPOSED TIP DOWN "STOP"SIGN -TOTAL=112 PARKING SPACES a_ R1-1 ` 20.ALL OUTDOOR DISPLAY AREAS SHALL BE MAINTAINED IN A NEAT AND ORDERLY FASHION. 0 ` 5. TOTAL BUILDING FOOTPRINT=15,290 S.F. 21.ALL OUTDOOR DISPLAY AREAS ALONG SIDEWALK SHALL BE MAINTAINED TO PROVIDE A N y N TOTAL PAVED AREA=44,415 S.F. MINIMUM UNOBSTRUCTED WIDTH OF FIVE(5)FEET ALONG THE ENTIRE LENGTH OF THE < 0 TOTAL DISTURBANCE=101,416 S.F. SIDEWALK,AND AT EMERGENCY EGRESS DOORS FOR PEDESTRIAN AND EMERGENCY ACCESS N 1 TOTAL DISTURBANCE IN 25'BUFFER=0 S.F. AT ALL TIMES. N6 0 ` TOTAL IMPERVIOUS IN 50'BUFFER=0 S.F. TOTAL IMPERVIOUS IN 100'BUFFER=12,935 S.F. 22.SNOW TO BE STORED AT EDGE OF PAVEMENT AND IN AREAS SHOWN ON THE PLANS,OR TRUCKED OFFSITE TO AN APPROVED SNOW DUMPING LOCATION. o \ z U1 6. THIS PLAN SET HAS BEEN PREPARED BY JONES&BEACH ENGINEERS,INC.,FOR MUNICIPAL N P AND STATE APPROVALS AND FOR CONSTRUCTION BASED ON DATA OBTAINED FROM ON-SITE 23.ROOF TOP HEATING AND AIR CONDITIONING UNITS(RTU's)SHALL BE DESIGNED TO VENT N P m ` FIELD SURVEY AND EXISTING MUNICIPAL RECORDS.THROUGHOUT THE CONSTRUCTION UPWARDS AND AIR INTAKES SHALL BE DIRECTED AWAY FROM ABUTTING NEIGHBORS. PROCESS,THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY FIELD PROJECT PARCEL A �� ` DISCREPANCY FROM DATA AS SHOWN ON THE DESIGN PLANS,INCLUDING ANY UNFORESEEN 24,DUMPSTERS AND/OR ROLL-OFFS ARE NOT TO BE PICKED UP BETWEEN 7:00 PM AND 7:00 CONDITIONS,SUBSURFACE OR OTHERWISE,FOR EVALUATION AND RECOMMENDATIONS. ANY AM. 6, TOWN OF NORTH ANDOVER,MA \ CONTRADICTION BETWEEN ITEMS ON THIS PLAN/PLAN SET,OR BETWEEN THE PLANS AND � TAX MAP 34,LOT 4 1 ON-SITE TIA D CONDITIONS,MUST BE RESOLVED BEFORE RELATED CONSTRUCTION HAS BEEN 25.ALLHEA CONS ADMINISTRATION AC (OSHA)SHALL RULESCONFORM ONF RREGULATIONS.TOLABOROCCUPATIONAL SAFETY AND D \ 7. THE SUBJECT PARCEL IS LOCATED WITHIN AN AREA HAVING A ZONE"X"DESIGNATION BY o APPLICANT \ THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP 26.ALL PRECAST CONCRETE PRODUCTS WILL BE SOURCED FROM MANUFACTURING FACILITIES IN a NO.25009CO226G,WITH EFFECTIVE DATE OF 07/08/2025,IN ESSEX COUNTY,STATE OF COMPLIANCE WITH THE NATIONAL PRECAST CONCRETE ASSOCIATION(NPCA)PLANT SINGH REALTY GROUP LLC J MASSACHUSETTS,WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR COMMUNITY IN CERTIFICATION PROGRAM.EVIDENCE OF COMPLIANCE WILL BE PROVIDED FOR THE CURRENT 66 FONDI ROAD WHICH SAID PREMISES IS SITUATED. CALENDAR YEAR THE PRODUCTS WERE MANUFACTURED WITHIN. m HAVERHILL,MA01832 GRAPHIC SCALE 8. LANDOWNERS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,STATE AND o BK 13567,PG 5 40 o 20 40 8o 160 FEDERAL WETLAND REGULATIONS,INCLUDING PERMITTING REQUIRED UNDER THESE -a REGULATIONS. TOTAL LOT AREA 9. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE 0 123,978 SO.FT. (IN FEET) z 2.85 ACRES 1 inch=40 feet Ln Design:H H I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP SITE PLAN DRAWING No. Checked:EMP Scale: 1"=40' Project No.:24224 Plan Name: Drawing Name:24224-PLAN.dwg 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP //�� / 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Jones & Beach Engineers, Inc. SURAJ LANDING / '� o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN -41BPFOjeCt: v I-)PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 2 11/25/25 REVISED PER REVIEW COMMENTS EMP 603-772 4746 MAP 34,LOTS 4 j ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP 85 Box 21 Portsmouth Ave. Civil Engineering Services L AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. PO Box 219 Owner of Record i 591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 40F15 REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT NO.24224 _ I 1 ' "� l SLOPES' a 157-25% IN HAVERHILL IT >25% BOXFORD rn CO :1 �\�'' \1 1 �,'1 �I rr - // / _ // 1 \\\- _ \ _ _\=1=~,.1 �j tWRENCE D ae.,raa no. OLLJ O Z Q U \1 Ct xd 0 CD D /I I \ / TH ANOVER 52'FROM EDGE OF PAVEMENT TO WETLAND CB 111 / 1 RIM=72.50 __ \ a w Q O ,>; \ _ INVout=67.20(P-211) / -1'WIDE 1'TALL EARTH BERM '--- \ _ t, \ \ a r _ 1 ,u,_ r,� a �i�FO(R/FENCE PLACEMENT / �' LOCUS SCALE:1"=2000' CC to CONSTRUCTION FENCE; GRADING AND DRAINAGE NOTES: F- Z> I ce 1 os \ / / / / t l O= i- I = RIM=6209) t- _ P-211 / \ (SEE NOTE 30) WF 9F,4 GR UNN>T 16- \ / - 1'- O F- } v INVout=66.10(P-209) • WF 17 STOP \ '� �/ - Q I _ 1 _ 114-12"RCP / 7275 \ _ 1 1. UNDERGROUND FACILITIES,UTILITIES AND STRUCTURES HAVE BEEN PLOTTED FROM FIELD O�0 _ 1 - t t S=0.01 FT/FT 55'FROM'\EDGE Of/4'AVEMENT TO AND a `: r OBSERVATION AND THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY.NEITHER Ld 7j I L 1 PROPOSED SILT FENCE - \ ' ' S f ? JONES&BEACH ENGINEERS,INC.,NOR ANY OF THEIR EMPLOYEES TAKE RESPONSIBILITY FOR - 0AND SILT SOXX O 72.50 73 35 -' y WF 14 _ THE LOCATION OF ANY UNDERGROUND STRUCTURES AND/OR UTILITIES NOT SHOWN THAT MAY O J J {1 Vh• - / 73.25 ' WF 12�9 25'NO DISTURB BUF R / / / EXIST.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL UNDERGROUND } O UJ Q I -'' ��' J_' GAO P-209 72.75 73.00 \ WF 13 - _ % / % STRUCTURES AND/OR UTIUTIES LOCATED PRIOR TO EXCAVATION WORK BY CALLING Q N I PROPOSED FILTREXX SLOPE PROTECTION MATTING �� 16'-12"RCP - \ 100'WETLAND 888-DIG-SAFE(888-344-7233). �.eJ //�� S=0.006 FT/FT, 74.35 \ wF 7 ._ " , Off' P-210 72.95�X 73.85 \ 1 50'NO IMRERVIO S BUFFER / / = - �i/ 2. VERTICAL DATUM:MASSACHUSETTS MAINLAND. HORIZONTAL DATUM:NAVD88. 40'-12"RCP \ \\ 61.58 •OB h S=0.005 FT/FT \`. 3 -/- - L%r'/ 3. ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. _ �ti s _ 89 75 '•-`TP l i -_` 73.2 \� _\ - / // ��'� 4. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN / / INSTALLED.SEE CONSTRUCTION SEQUENCE ON SHEET E1. 52.DU °� - P-515s� 73.45 / 73.50 WF 5 - - / / CB 103 -62.00 70.15 i'; \ / -� 5. PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR IS REQUIRED TO HAVE THE RIM=58.75 o ( 25 `�m v ,, / 73.95 \ - yj' - / / PROJECTS LAND SURVEYOR STAKE OR FLAG CLEARING LIMITS.A MINIMUM OF 48 HOURS INVout=55.20(P-203) 5930 t•59%85�� 70 5 1�: t DMH 015 i 7345 `► --_ ._-'�/ NOTICE IS REQUIRED. I 59.10 `i 72.05 7. 75.10 6. ALL ROOF DRAINS FROM BUILDING SHALL END 5'OUTSIDE THE BUILDING LIMITS AS SHOWN ON - 58.10 71.55 // `'c Of-t It i 74.20 ',\ -�i PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AND WITNESS AT THE END.ALL P-203 49.30 '` 60.50_ DMH 014 `� 73.70 \ 75.fi0 .i - --/ /,; EXTERIOR ROOF DOWNSPOUTS ARE TO BE INSTALLED NTH OVERFLOW DEVICES. 56'-12"RCP 58.80 tt` 60.10 - .�� \ 75•10 �'/ / / 7. PROPOSED RIM ELEVATIONS OF DRAINAGE STRUCTURES ARE APPROXIMATE.FINAL ELEVATIONS S=0.005 FT/FT / sD.1s- 70.25 l P-207 ;. 0.70 I �72.00 'v ARE TO BE SET FLUSH NTH FINISH GRADES. 71.35 12"RCP 73.50- \ _ 3 � ,74.70 - 70.85 S=0.005 FT/FT -- �. /�ii rt I l i 8. ALL SWALES AND ANY SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH NORTH i I 59.00 J CB 110 0 l`. \ \ i ,'i' - AMERICAN GREEN S75 EROSION CONTROL BLANKETS(OR AN EQUIVALENT APPROVED IN i 59.80 ,-, 71.25 \ - ` , / / . I WRITING BY THE ENGINEER),UNLESS OTHERWISE SPECIFIED. CB 102 58.50 ua RIM=70.25 DMH 013 72.05 / __ - RIM=58.40- DMH 010. INVin=66.30(ROOF DRAIN) 71.60- '05 71.55� t / y =_� i '\ .`\ 71.90 71.10 \ / - // _ / / - - 9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN)SHALL BE INVout=55.30 P-202 INVout=66.20(P-210) 71,4p _( ) �`1 80.55 -_ � �� c _ \ /�' �� / DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE P-202 .> - 60.05 l '`, 1 t ,': PROPOSED SILT FENCE / / J PLANS.CATCH BASINS SHALL HAVE 4'DEEP SUMPS WITH GREASE HOODS,UNLESS OTHERWISE 28'-12"RCP NOTED. ` D LT SO "-, 's S=0.005 FT/FT P-510 ROOF DRAIN- ;a,�.UNDERGROUND ',_ n \ 75.20 _ 70_.70 f 10.ALL DRAINAGE STRUCTURES SHALL BE PRECAST,UNLESS OTHERWISE SPECIFIED.SEE THIS --- CHAMBER / - DMH 013 / '�i-- ... � 75' i};SYSTEM/j2 • ,`CB 107 f/ � j _ SHEET FOR DRAINAGE STRUCTURE SCHEDULE AND SHEET D2-D4 FOR DRAINAGE DETAILS. I RIM=59.05 3 i - DMH 001 71.45\ ...... ,1 , _ '" RIM=70.80 INVin=55.15(P-201) 59.15 DMH 004 _ INVout=66.60(P-207)f -_ r �-t 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC H2O INVin=55.15(P-202) 60-45 RIM=70.34 \�� \ J - p LOADING AND SHALL BE INSTALLED ACCORDINGLY. 1 INVout=55.05\ •I t• 59.95 INVin=65.80(P-209) `; /1 -_____ INVout=65.70- '`,,71.40 °71.50 1/f PROPOSED FILTREXX SLOPE PROTECTION MATTING _ i _ / = 12.IMMEDIATELY APPLY AND COMPACT STONE BASE FOR BUILDING PAD TO+/- PRIOR TO } P-513 1 Y2" I 32'-12" - - �' _ EXCAVATING INTERIOR AND PERIMETER FOOTINGS. PROPOSED 4-STORY BUILDING 72.1D / \ ,1 / �q S=0.005 FT/FT- 1 71.60 \/f ` { \` f P-201 1 I '°, t - FOOTPRINT 15,290 SF - - ;_ -LIMIT OF WORK `i , CO` 13.IN AREAS WHERE CONSTRUCTION IS PROPOSED ADJACENT TO ABUTTING PROPERTIES,THE I }' _ FLOOR 1"RETAIL AND STORAGE" _ "' i//- \ 1 \ j - l CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION FENCING ALONG PROPERTY LINES IN ALL 36'-12"RCP 11 ( �,,+ 72.46/// \ \`. \ AREAS WHERE SILT FENCING IS NOT REQUIRED. S=0.006 FT/FT ` FLOOR 2-4"RESIDENTIAL"(38 UNITS), 71 gp / 71 95 � �'� 14.ALL DRAINAGE PIPE SHALL BE NON-PERFORATED ADS N-12 OR APPROVED EQUAL. I RIMC58.55 ; 558.55 } �.� '\\ 1STF.F.-60.50 }/� "71.20// -ir \i11� _` Z INVout=55.35(P-201) '': 2ND F.F.=72.00, y �'� '� \ , L Q 15.STONE INLET PROTECTION SHALL BE PLACED AT ALL CATCH BASINS.SEE DETAIL WITHIN THE I , O - __ '� J DETAIL SHEETS. -1 I UNDERGROUND //�p ,/j DMH 005 . 1 \ '\ O. 1` -1 \ CHAMBER �5 / / "RIM=71.50 \ \ � 16.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN 3°1 I SYSTEM1_ 60.05 ¢_ f,/ 'OS#2 INVin=65.80 =,} �-- _` A _� RECEIVED BY ALL GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY I PROPOSED SILT SOXX 1 \ 5915 //,d ,/%RIM=70.20 '-INVout=65.70 - ADHERE TO THE EPA SWPPP DURING CONSTRUCTION OPERATIONS. 1 DMH 002 / / INVin=65.70 \ ; 1 DRAINAGE STRUCTURES TABLE: I EX.CB 2114 11 II P-511-DMH 011� 81.65 / ss t INVout=65.60(P-508) - 9''� 1 \ 17,NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE i \ BEEN INSTALLED. RIM=54.94 1 \ OS=} / _ \ '�i 'O _ \ UNDERGROUND CHAMBER SYSTEM/1: DMH 011 P-511 \ EX.INVin=51.24 O STORMTECH SC-740B+CAP RIM=58.99 6'-12"RCP 18.ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 3 DAYS OF FINAL GRADING. PR.INVin=51.25 .,,;1 P-503 59.5 `--.� // x _ \ \ 1 (NODE P1) INVin=54.85(P-512) S=0.006 FT/FT EX.PR., 1 _ _ - _ GROUND=59.10t INVin=54.85(P-205) 19.SHOULD CONSTRUCTION STOP FOR LONGER THAN 7 DAYS,THE SITE SHALL BE SEEDED AS - l TOP STONE=57.60 INVIn=54.75(P-511) P-512 SPECIFIED. /P-508 -� 1 ` 1 TOP PIPE=57.10 12'-12"RCP 136'-18"RCP -� i 1 INV.PIPE=54.60 DMH 012 S=0.008 FT/FT 20.MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN EVENT OF 0.5"OR GREATER IN A P 204 = 61.65 5=0.091 FT/FT_ i �\ INV.STONE=54.10 RIM=58.72 24 HOUR PERIOD AND AT LEAST ONCE A WEEK. \ P-509 1 // t� O t `� A- INVin=55.05(P-204) P-514 . 42'-18"RCP`, 1 - t. UNDERGROUND CHAMBER SYSTEM#2: INVIn=55.05(P-206) 13'-18"RCP 21.THIS PLAN SHALL NOT R CONSIDERED ALL INCLUSIVE,AS THE GENERAL CONTRACTOR SHALL \ t \ 58.65I - / p STORMTECH SC-740 TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 5=0.017 FT/FT 58.15 ' i l� �` (NODE P2) INVIn=54.95(P-512) S=0.008 FT/FT - P-512 CB 105 DMH 007 ' -- __ \ 58.5 - ' GROUND=70.20+ 22.CONSTRUCTION VEHICLES SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE TO THE i 1 \ RIM=60.18 DMH 014 P-515 DMH 009 1 1 59.60 INVin=53.25 P-508 - _- TOP STONE=68.70 RIM=70.30 12'-12"RCP EXTENT POSSIBLE THROUGHOUT CONSTRUCTION. RIM=58.00 ( ) ( ) FT/FT 23.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR CB 104 ti l TOP PIPE=68.20 o =�.• ( ) / - / �-INVout_=53.15 / � �� • INVin=66.00 P-210 5=0.006 w INVin=52.10 P-503 W 1 - P-206 - 1 _ INV.PIPE=65.70 1, INVin=52.10(P-506) _ / - 59.00 - ti INV.STONE=65.20 INVin=66.00(P-20) NIGHTFALL,THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. " 39'-12"RCP S - INVout=52.00(P-509) = / 550 \ ' INVIn=66.00(P-515) 'i= \ S=0.01 FT/FT i t DMH 001 INVout=65.90(P-514) 24.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY r, _ CB 106 } RIM=59.60 TO ESTABUSH PERMANENT SOIL STABILIZATION. l \ 56.46 INVin=54.70(P-510) DMH 015 INVout=55.75(P-206) _ t J INVout=54.60(12"HEADERS) RIM=70.40 25.SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT BASINS BEFORE THEY ARE 25%FULL. 1 I If 1 J INVIn=66.20(P-211) 1" 56.91� - DMH 012 r'-' ;i ) 1 r , DMH 002 INVin=66.20(P-207) 26.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROJECT SPECIFICATIONS. I ! \ RIM=59.22 INVout=66.10(P-515) "2 P-506 -/ p 20g \}}y 1/ / I 1 - INVin=54.70(P-511) 27.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED,IF DEEMED o �'. - �- INVout=54.60 CB 108 NECESSARY BY ON-SITE INSPECTION BY ENGINEER AND/OR REGULATORY OFFICIALS. c� 40'-18"R �dd� / `- - a a -� j t .' ',`a RIM=58.30 S=0.005 FT CONSTRUCTION CB 108 �P-507 �/ i _ = _ OS 1 INVout=55.15(P-208) 28,SEE ALSO EROSION AND SEDIMENT CONTROL SPECIFICATIONS ON SHEET E1. N ENTRANCE 72'-18"RCP _. RIM=58.49 DMH 006 = PROJECT PARCEL 1 RIM=57.82 O 5=0.01 FT/FT INVn=54.60(12"HEADER) P-208 29,STORMWATER FROM THE SITE IS WITHIN THE MERRIMACK RIVER WATERSHED BASIN. INVin=52.40(P-207) t > �_i INVIn=54.60(12"HEADER) 18'-12"RCP 6, TOWN OF NORTH ANDOVER,MA INVout=52.30(P-206) \?_`-� ,_�l;,t't r �l /J'_� `'' INVout=54.50(P-503) S=0.005 FT/FT 30.CONSTRUCTION FENCING TO BE BE USED ON CONJUNCTION WITH SILT FENCE(THIN WETLAND TAX MAP 34,LOT 4 I , BUFFERS DURING CONSTRUCTION. , :.' / .-',' _ l'-- DMH-010 P-503 \ }1� t / ti `- RIM=59.59 34'-18"RCP " INVin=54.90(P-201) 5=0.026 FT/FT o APPLICANT \ _ . E (�,",-j z , INVIn=54.90(P-513) a SINGH REALTY GROUP LLC , / INVout=54.80 P-204 66 FONDI ROAD GRAPHIC SCALE 22'-12"RCP m CB 104 S=0.005 FT/FT HAVERHILL,MA01832 3o o 15 3o 6o 120 RIM=58.35 INVout=55.15 P-204 P-205 3 BK 13567,PG 5 ( ) CB 105 S=0.01"RCP o (IN FEET) RIM=59.00 5=0.01 FT/FT TOTAL LOT AREA 1 inch=30 ft. INVViin=55 20(P-204) 9'S12"RCP z 123,978 SO.FT. INVout=55.10(P-205) S=0.005 FT/FT a 2.85 ACRES Ln Ln Design:HCH Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Checked:EMP Scale: 1"=40' Project No.:24224 HpFM S Plan Name: GRADING AND DRAINAGE PLAN a Drawing Name:24224-PLAN.dwg pL 4SS 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP i r' 9�y' 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Jones & Beach Engineers, Inc. SURAJ LANDING �� THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN o �,; ERIK M v N£ Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). lot POULIN '�; 2 11/25/25 REVISED PER REVIEW COMMENTS EMP MAP 34 LOTS 4 _"`;No.57141 y,1 85 Portsmouth Ave. 603-772-4746 ' ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE f`~ 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP Civil Engineering Services .4, PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 5OF15 L AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. ii`�,rfss f-' REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@ Owner of Record. 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT NO.24224 J26/26 ",N,,'I i I k -,;' , ''I N - I I i i- -/1 1 -- 1-1 I UTILITY NOTES: -�4 1. PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER,ARCHITECT AND/OR OWNER,IN ORDER TO OBTAIN AND/OR PAY ALL THE NECESSARY LOCAL PERMITS,CONNECTION FEES AND BONDS. 2. THE CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF FOURTEEN(14)DAYS TO ALL CORPORATIONS,COMPANIES AND/OR LOCAL AUTHORITIES OWNING OR HAVING A JURISDICTION OVER UTILITIES RUNNING TO,THROUGH OR ACROSS PROJECT AREAS PRIOR TO DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. J 3. THE LOCATION,SIZE,DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE TO THE STANDARDS AND REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY(ELECTRIC,TELEPHONE,CABLE "J TELEVISION,FIRE ALARM,GAS,WATER,AND SEWER V� 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE OWNER,ENGINEER,ARCHITECT,CONTRACTOR,LOCAL OFFICIALS, AND ALL PROJECT-RELATED UTILITY COMPANIES(PUBLIC AND PRIVATE)PRIOR TO START OF CONSTRUCTION. 5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN STANDARDS AND REGULATIONS,AND MASSDEP STANDARDS AND ur) UD C B SPECIFICATIONS,WHICHEVER ARE MORE STRINGENT,UNLESS OTHERWISE SPECIFIED. (.0 0 oo, 6. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) LLJ RULES AND REGULATIONS. LLJ 7. BUILDING TO BE SERVICED BY UNDERGROUND UTIUTIES UNLESS OTHERWISE NOTED. B. THE CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITY STUBS PRIOR TO CONSTRUCTION AND V)M DISCONNECT ALL EXISTING SERVICE CONNECTIONS AT THEIR RESPECTIVE MAINS IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY'S STANDARDS AND SPECIFICATIONS.ENGINEER TO BE NOTIFIED. CL p Ld 9. AS-BUILT PLANS SHALL BE SUBMITTED TO DEPARTMENT OF PUBLIC WORKS. 10.INVERTS AND SHELVES:MANHOLES SHALL HAVE A BRICK PAVED SHELF AND INVERT,CONSTRUCTED TO CONFORM TO 0 0 U) THE SIZE OF PIPE AND FLOW AT CHANGES IN DIRECTION.THE INVERTS SHALL BE LAID OUT IN CURVES OF THE LONGEST UJ r-LLJ RADIUS POSSIBLE TANGENT TO THE CENTER LINE OF THE SEWER PIPES.SHELVES SHALL BE CONSTRUCTED TO THE UJ ELEVATION OF THE THROUGH CHANNEL UNDERLAYMENT OF INVERT,AND SHELF SHALL CONSIST OF BRICK MASONRY. 01 CrO z> 11. FRAMES AND COVERS:MANHOLE FRAMES AND COVERS SHALL BE OF HEAVY DUTY DESIGN AND PROVIDE A 30 INCH DIA, CLEAR OPENING.THE WORD"SEWER"OR DRAIN"SHALL BE CAST INTO THE CENTER OF THE UPPER FACE OF EACH U)1,-0 WF'i 5,eN'G R'UNWIF COVER WITH RAISED,3"LETTERS. WF17 STOP 0 12.CONTRACTOR SHALL PLACE 2"WADE METAL WIRE IMPREGNATED RED PLASTIC WARNING TAPE OVER ENTIRE LENGTH OF :�j ED ALL GRAVITY SEWERS,SERVICES,AND FORCE MAINS. WF'14 0_J_J WF 1.2--9- 25'NO DISTURB BUF R 13.SANITARY SEWER FLOW CALCULATIONS: I WF 13 65 BEDROOMS 0 110 GPD/BEDROOM 7,150 GPD 0 UJ 6,298 SF RETAIL®50 GAL/1000 SF 315 GPD ,100'WETLAND BUF 2 EMPLOYEES MAX(SELF STORAGE)0 15 GPD/EMPLOYEE 30 GPD 0 ABOVEGROUND PREFABRICATED W -ENCLOSURE FOR PANEL,UTILITY TOTAL FLOW= 7,495 GPD U)V) GAS STUB METER,AND DISCONNECT SWITCH CONNECT TO EXISTING 50'NO IMPERVIO S BUFFER Y 14.ALL SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN)SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE 0 PIPE CONFIGURATIONS SHOWN ON THESE PLANS. 88 4"DOMESTIC WATER SERVICE -2 15.PROPOSED RIM ELEVATIONS OF DRAINAGE AND SANITARY MANHOLES ARE APPROXIMATE.FINAL ELEVATIONS ARE TO BE WF 6 SET FLUSH WITH FINISH GRADES. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES,WATER GATES,GAS GATES AND OTHER UTIUTIES TO FINISH GRADE AS SHOWN ON THE GRADING AND DRAINAGE PLAN. EXIUVI WV 16.ALL WATER MAINS AND SERVICE PIPES SHALL HAVE A MINIMUM 12"VERTICAL AND 24"HORIZONTAL SEPARATION TO MANHOLES. 17.WATER MAINS SHALL BE HYDROSTATICALLY PRESSURE TESTED FOR LEAKAGE PRIOR TO ACCEPTANCE.WATERMAINS SHALL BE TESTED AT 1.5 TIMES THE WORKING PRESSURE OR 150 PSI,WHICH EVER IS GREATER. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 4 OF AWWA STANDARD C 600. WATERMAINS SHALL BE DISINFECTED AFTER THE ACCEPTANCE OF THE PRESSURE AND LEAKAGE TESTS ACCORDING TO AWWA STANDARD C 651. 18.ALL WATER AND SANITARY LEADS TO BUILDING(S)SHALL END 5'OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLANS AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AND WITNESS AT END. 19.IF THE BUILDING IS REQUIRED TO HAVE A SPRINKLER SYSTEM,A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR,OWNER,ARCHITECT AND THE LOCAL FIRE DEPARTMENT PRIOR TO THE INSTALLATION. TAP EXISTING T CAST 20.THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS,TEES,MECHANICAL JOINTS AND FIRE HYDRANTS. FIREMAN 21.DIMENSIONS ARE SHOWN TO CENTERUNE OF PIPE OR FITTING. 22 5- 22.REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN TO BUILDING.FIRE LINE SHALL BE STUBBED UP 1'ABOVE FINISH FLOOR ELEVATION IN SPRINKLER ROOM.AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 101 LIFE SAFETY CODE/NFPA 1 AND LOCAL REGULATIONS.FIRE DEPARTMENT E MH CONNECTION SHALL BE FIELD VERIFIED BY LOCAL FIRE DEPARTMENT TO ENSURE OPTIMUM PLACEMENT. 0 Ti 0 23.THE CONTRACTOR SHALL HAVE THE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER FIRE PROTECTION SYSTEM PRIOR TO INSTALLATION. 24.CONTRACTOR TO FURNISH SHOP DRAWINGS FOR UTILITY RELATED ITEMS TO ENSURE CONFORMANCE WITH THE PLANS AND PROPOSED 4-STORY BUILDING SPECIFICATIONS. SHOP DRAWINGS SHOULD BE SENT IN TRIPLICATE TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FOOTPRINT-15,290 SF FLOOR 1"RETAIL AND STORAGE" 25.EXISTING UTILITIES SHALL BE DIGSAFED BEFORE CONSTRUCTION. FLOOR 2-4"RESIDENTIAL"(38 UNITS) EX.GAS MAIN 0. \ \1_ l\ - 26.ALL WATER LINES SHOULD HAVE TESTABLE BACKFLOW PREVENTERS AT THE ENTRANCE TO BUILDING. 27.ALL GRAVITY SEWER PIPE,MANHOLES,AND FORCE MAINS SHALL BE TESTED ACCORDING TO MASSDEP STANDARDS OF Co. DESIGN AND CONSTRUCTION FOR SEWAGE AND WASTEWATER TREATMENT FACILITIES. EX.8'PVC SEWER MAIN28.GRAVITY SEWER PIPE TESTING:GRAVITY SEWERS SHALL BE TESTED FOR WATER TIGHTNESS BY USE OF LOW-PRESSURE ABOVEGROUND PREFABRICATED PROPOSED AIR TESTS CONFORMING WITH ASTM F1417-92(2005)OR UNI-BELL PVC PIPE ASSOCIATION UNI-B-6.LINES SHALL BE ENCLOSURE FOR PANEL,UTILITY I DERGROUND H' METER.AND DISCONNECT SWITCH SEWAGE STRUCTURES TABLE: CLEANED AND VISUALLY INSPECTED AND TRUE TO LINE AND GRADE.DEFLECTION TESTS SHALL TAKE PLACE AFTER 30 Eicmic DAYS FOLLOWING INSTALLATION AND THE MAXIMUM ALLOWABLE DEFLECTION OF FLEXIBLE SEWER PIPE SHALL BE 5%OF AVERAGE INSIDE DIAMETER.A RIGID BALL OR MANDREL WTH A DIAMETER OF AT LEAST 95%OF THE AVERAGE INSIDE P-400 PIPE DIAMETER SHALL BE USED FOR TESTING PIPE DEFLECTION.THE DEFLECTION TEST SHALL BE CONDUCTED WITHOUT 19'-6"SDR35 PVC MECHANICAL PULLING DEVICES. S=0.020 FT/FT 29.SEWER V TESTING,SHALL BE TESTED FOR LEAKAGE USING A VACUUM TEST PRIOR TO BACKFILLING AND P-401 PLACEMENT AND INVERTS. 12"CAST IRON WA kIN 51*-6*SDR35 PVC S=0.020 FT/FT 30.SANITARY SEWER LINES SHALL BE LOCATED AT LEAST TEN(10)FEET HORIZONTALLY FROM AN EXISTING OR PROPOSED WATER LINE WHEN A SEWER LINE CROSSES UNDER A WATER LINE,THE SEWER PIPE JOINTS SHALL BE LOCATED AT CIO P-402 LEAST 6 FEET HORIZONTALLY FROM THE WATERMAN.THE SEWER LINE SHALL ALSO MAINTAIN A VERTICAL SEPARATION 16'-6"SDR35 PVC OF NOT LESS THAN 18 INCHES. EXISTING D 6"SEWER CAPPED SERVICE k S=0.022 FT/FT \ V� - 31.SEWERS SHALL BE BURIED TO A MINIMUM DEPTH OF 6 FEET BELOW GRADE IN ALL ROADWAY LOCATIONS,AND TO A INV=47.58± LIMIT OF WORK MINIMUM DEPTH OF 4 FEET BELOW GRADE IN ALL CROSS-COUNTRY LOCATIONS. PROVIDE TWO-INCHES OF R-10 FOAM �A V P_ 0i EX.SMH-012 BOARD INSULATION 2-FOOT WIDE TO BE INSTALLED 6-INCHES OVER SEWER PIPE IN AREAS WHERE DEPTH IS NOT RIM=54.00 ACHIEVED.A WAIVER FROM THE DEPARTMENT OF ENVIRONMENTAL SERVICES WASTEWATER ENGINEERING BUREAU IS EX.=n=46.69 8*PVC REQUIRED PRIOR TO INSTALLING SEWER AT LESS THAN MINIMUM COVER. EX.NVOut=46.59 B"PVC TAP EXISTING 12- 32.ALL WATER AND SANITARY LEADS TO BUILDING(S)SHALL END AT RIGHT OF WAY AS SHOWN ON PLANS AND SHALL BE CAST IRON WATERMAN SMH-300 RIM=59.49 J PROVIDED WITH A TEMPORARY PLUG AND WITNESS AT END. -401)INMn=49.5D(P 33.THE CONTRACTOR SHALL MINIMIZE THE DISRUPTIONS TO THE EXISTING SEWER FLOWS AND THOSE INTERRUPTIONS SHALL INVOut=49.40(P-400) PROPOSED FIRE HYDRANT BE LIMITED TO FOUR(4)HOURS OR LESS AS DESIGNATED BY THE TOWN SEWER DEPARTMENT. EXISTING UTILITY POLE TO BE RELOCATED SMH-301 34.LIGHTING CONDUIT SHALL BE SCHEDULE 40 PVC,AND SHALL BE INSTALLED IN CONFORMANCE WITH THE NATIONAL RIM=59.86 ELECTRIC CODE.CONTRACTOR SHALL PROVIDE EXCAVATION AND BACKFILL D.I.FIREMAN z NMn=50.60(6"PVC) :NVOut=50.50(P-401) 35.ALL TRENCHING,PIPE LAYING,AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. CD j 36.DISINFECTION OF WATER MAINS SHALL BE CARRIED OUT IN STRICT ACCORDANCE WITH AWWA STANDARD C651,LATEST C\1 I EDITION.THE BASIC PROCEDURE TO BE FOLLOWED FOR DISINFECTING WATER MAINS IS AS FOLLOWS: PREVENT CONTAMINATING MATERIALS FROM ENTERING THE WATER MAIN DURING STORAGE,CONSTRUCTION,OR REPAIR. PROJECT PARCEL TOWN OF NORTH ANDOVER,MA b. REMOVE,BY FLUSHING OR OTHER MEANS,THOSE MATERIALS THAT MAY HAVE ENTERED THE WATER MAINS. CHLORINATE ANY RESIDUAL CONTAMINATION THAT MAY REMAIN,AND FLUSH THE CHLORINATED WATER FROM THE M�,N. TAX MAP 34,LOT 4 t d. PROTECT THE EXISTING DISTRIBUTION SYSTEM FROM BACKFLOW DUE TO HYDROSTATIC PRESSURE TEST AND cn DISINFECTION PROCEDURES. D e. DETERMINE THE BACTERIOLOGICAL QUALITY BY LABORATORY TEST AFTER DISINFECTION. 0 APPLICANT f. MAKE FINAL CONNECTION OF THE APPROVED NEW WATER MAIN TO THE ACTIVE DISTRIBUTION SYSTEM < SINGH REALTY GROUP LLC GRAPHIC SCALE 1 66 FONDI ROAD M 30 0 is 30 60 120 HAVERHILL,MA 01832 1 1 1 1 1 BK 13567,PG 5 IN FEET TOTAL LOT AREA 1 inch=30 ft. 123,978 SO.FT. 2.85 ACRES Ln Ln Design:HCH I Draft:HCH Date:10/02/2025 01/26/26 REVISED DRAWING No. I Project No.:24224 t M ,n Checked:EMP I Scale: 1 40' A OF k4- 5 ED PER CONSERVATION COMMISSION COMMENTS EMP Plan Name: UTILITY PLAN Drawing Name:24224-PLAN.dwg -S 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP Z THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN 3 12/31/25 REVISED PER REVIEW COMMENTS EMP SURAJ LANDING o RIK I POU M Jones & Beach Engineers, Inc. PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). IN 2 11/25/25 REVISED PER REVIEW COMMENTS EMP Project: MAP 34,LOTS 4 < -- 603-772-4746 C4 Civil Engineering Services 0-ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE NO. 141 ial 85 Portsmouth Ave. 1 11" 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 6 OF15 L AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. Owner of Record. REV.,DATE REVISION BY Stratham,NH 03885 E-Mail:JBE(�JONESANDBEACH.COIVI 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128 JBE PROJECT NO.24224 26/26 LANDSCAPE NOTES: 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE f THE PLANTINGS SHOWN ON THE DRAWINGS. S r 3. ALL MATERIAL SHALL CONFORM TO THE GUIDEUNES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. J 4. ALL PLANT SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE DESIGNER. 5. ALL PLANT MATERIALS SHALL BE EXACTLY AS SPECIFIED BY THE LANDSCAPE DESIGNER.IF PLANT SPECIES CULTIVARS ARE FOUND TO VARY FROM THAT SPECIFIED AT ANY TIME DURING THE GUARANTEE PERIOD,THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO HAVE THE < CONTRACTOR REPLACE THAT PLANT MATERIAL. 6. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH,UPON B DELIVERY OR AT THE JOB SITE WHILE WORK IS ON-GOING FOR CONFORMITY TO SPECIFIED 0, QLAUTY,SIZE AND VARIETY. U7) LD C14 UD LLJ 7. PLANTS FURNISHED IN CONTAINERS SHALL HAVE THE ROOTS WELL ESTABLISHED IN THE SOIL C) MASS AND SHALL HAVE AT LEAST ONE(1)GROWING SEASON.ROOT-BOUND PLANTS OR INADEQUATELY SIZED CONTAINERS TO SUPPORT THE PLANT MAY BE DEEMED UNACCEPTABLE. Z#Z LLJ 01 '-p B. NO PLANT SHALL BE PUT IN THE GROUND BEFORE GRADING HAS BEEN FINISHED AND APPROVED 0 <0 M BY THE LANDSCAPE DESIGNER. 9. ALL WORK AND PLANTS SHALL BE DONE,INSTALLED AND DETAILED IN STRICT ACCORDANCE WITH 0 F--i X 0 PROJECT SPECIFICATIONS. ry 10.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER L-i C'.J T PLANTING. ALL PLANTS SHALL BE WATERED WEEKLY,OR MORE OFTEN IF NECESSARY,DURING _J(0 THE FIRST GROWING SEASON. UJ<0 r-LL1 11. ALL PLANTS SHALL BE GUARANTEED BY THE CONTRACTOR FOR NOT LESS THAN ONE FULL YEAR LIJ Ln FROM THE TIME OF PROVISIONAL ACCEPTANCE.DURING THIS TIME,THE OWNER SHALL MAINTAIN Lo=t*,re' CC') < ALL PLANT MATERIALS IN THE ABOVE MANNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO > INSPECT THE PLANTS TO ENSURE PROPER CARE.IF THE CONTRACTOR IS DISSATISFIED WITH THE CARE GIVEN,HE SHALL IMMEDIATELY,AND IN SUFFICIENT TIME TO PERMIT THE CONDITION TO BE (n 0 RECTIFIED,NOTIFY THE LANDSCAPE DESIGNER IN WRITING OR OTHERWISE FORFEIT HIS CLAIM. WF U N WF 17 STOP Z 12.FINAL ACCEPTANCE BY THE LANDSCAPE DESIGNER WILL BE MADE UPON THE CONTRACTOR'S A 0 REQUEST AFTER ALL CORRECTIVE WORK HAS BEEN COMPLETED. C) _J \NF 14 13,BY THE END OF THE GUARANTEE PERIOD,THE CONTRACTOR SHALL HAVE REPLACED ANY PLANT C) AR 25'NO DISTURB BUF R NATURAL MATERIAL THAT IS MISSING,NOT TRUE TO SIZE AS SPECIFIED,THAT HAS DIED,LOST NARAL 0 La CS(3) 1 WF 12-51 WF 3 SHAPE DUE TO DEAD BRANCHES,EXCESSIVE PRUNING OR INADEQUATE OR IMPROPER CARE,OR C4 100'WETLAND BUF THAT IS,IN THE OPINION OF THE LANDSCAPE ARCHITECT,IN UNHEALTHY OR UNSIGHTLY (D 0-) AR CONDITION. W 7 'ER Cf)U) 'S(3) 50'NO IMPERVIO S BUFF 14.ALL LANDSCAPE AREAS TO BE GRASS COMMON TO REGION,EXCEPT FOR INTERIOR LANDSCAPED CS(3) CS(3) ISLANDS OR WHERE OTHER PLANT MATERIAL IS SPECIFIED. �0 86 UA 15.ALL TREES AND SHRUBS SHALL BE PLANTED IN MULCH BEDS WITH EDGE STRIPS TO SEPARATE 2 TURF GRASS AREAS. VD(3) UA 'p KL(3) WF 6 16.THE CONTRACTOR SHALL REMOVE WEEDS,ROCKS,CONSTRUCTION ITEMS,ETC.FROM ANY X' LANDSCAPE AREA SO DESIGNATED TO REMAIN,WHETHER ON OR OFF-SITE. GRASS SEED OR PINE VD(3) W64 4 _61 BARK MULCH SHALL BE APPLIED AS DEPICTED ON PLANS. VD(3) NS UA 17.FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE INSTALLED SO THAT THEY ARE 1"HIGHER JV 3) THAN THE TOP OF THE SURROUNDING CURB. _ 18.ALL LANDSCAPING SHALL MEET THE CITY STANDARDS AND REGULATIONS.PV(5) C UA CS(3) �4 UA 19,EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY SNOW FENCING AT THE DRIPLINE OF THE TREE. THE CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN THE LANDSCAPED AREAS.ANY DAMAGE TO EXISTING TREES,SHRUBS OR LAWN SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4 J 'y CF 20,ALL MULCH AREAS SHALL RECEIVE A 3"LAYER OF SHREDDED PINE BARK MULCH OVER A 10 MIL WEED MAT EQUAL TO'WEEDBLOCK'BY EASY GARDENER OR DEWITT WEED BARRIER. AR CF N T 21,ALL LANDSCAPED AREAS SHALL HAVE SELECT MATERIALS REMOVED TO A DEPTH OF AT LEAST 9" MM(5)� BELOW FINISH GRADE.THE RESULTING VOID IS TO BE FILLED NTH A MINIMUM OF 9" HIGH-QUALITY SCREENED LOAM AMENDED WITH 3*OF AGED ORGANIC COMPOST. 22.THIS PLAN IS INTENDED FOR LANDSCAPING PURPOSES ONLY. REFER TO CIVIL/SITE DRAWINGS TP 5 FOR OTHER SITE CONSTRUCTION INFORMATION. 23.IRRIGATION PIPING SYSTEM SHALL BE REVIEWED AND APPROVED BY OWNER AND ENGINEER PRIOR AR AR �WG(2)- J TO INSTALLATION. AR. _-A 24.LANDSCAPING SHALL BE MAINTAINED IN GOOD CONDITION,AND ANY DEAD VEGETATION SHALL BE NS REPLACED WITHIN ONE YEAR.DEAD VEGETATION SHALL BE REPLACED WITH THE SAME PLANT PROPOSED 4-STORY BUILDING MATERIAL UNLESS WRITTEN PERMISSION FROM THE CITY PLANNER IS RECEIVED. FOOTPRINT=15,290 5F 25.THE LANDSCAPE PLAN HAS BEEN PREPARED BY USE MCNAUGHTON OF LM LAND DESIGN,L-C. PS FLOOR 1"RETAIL AND STORAGE USE HAS A BACHELOR OF SCIENCE DEGREE IN LANDSCAPE ARCHITECTURE FROM THE UNIVERSITY 2-4"RESIDENTIAL"(38 UNITS) OF CALIFORNIA,DAVIS AND IS CERTIFIED IN NH WITH THE NH LANDSCAPE PROFESSIONALS.SHE AR _IG(2) HAS NOW ACCUMULATED OVER 20 YEARS OF EXPERIENCE CREATING COMMERCIAL AND TP1 RESIDENTIAL LANDSCAPING PLANS.THE LANDSCAPING DESIGN STANDARDS FOUND WITHIN THE SITE PLAN REGULATIONS HAVE BEEN MET AND THE LANDSCAPING PLAN WILL RESULT IN A HIGHER Q� • U; A 00. QUALITY IMAGE OF THE SITE AND CITY.THE INTENT OF THE REGULATIONS ARE BEING MET / —— 1\ , 1-1 '1- 1 / DESPITE THE LANDSCAPE PLAN NOT BEING STAMPED BY A LANDSCAPE ARCHITECT AND GRANTING C% JV IG PROPERTIES,OR THE ENVIRONMENT.THIS WAIVER WILL NOT CAUSE ANY NEGATIVE IMPACTS TO THE PUBLIC,SURROUNDING PS -1 PV(6) LIMIT OF WORK AR JV 0 JV 1 PS JV \ CF R AG CIF CC,,) V AG t PLANTING SCHEDULE: BOTANIC L NAME/COMMON NAME QUANM NS JV IREES sm LABEL. JV1 ACER RUBRUM'KARPICK'/KARPICK RED MAPLE 3"CAL B&B AR 18 k JUNIPERUS VIRGINIANA/EASTERN RED CEDAR 6-7'B&B JV Ti JV ULMUS AMERICANA'PRINCETON'/PRINCETON AMERICAN ELM 3.5"CALB&B UA 11 CORINUS FLORIDA F.RUBRA/PINK FLOWERING DOGWOOD 2.5"CALB&B CF 7 JV NYSSA SYLVATICA'WILDFIRE*/WILDFIRE TUPELO 2.5"CAL B&B NS 5 JV PINUS STROBUS EASTERN MITE PINE 7-B'B&B PS 11 0 AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE SERVICEBERRY 2"CAL B&B AG 4 ASHRUBS HUMMINGBIRD SUMMER SWEET 3 GAL. CA 5 CLETHRA ALNIFOLIA'HUMMINGBIRD PROJECT PARCEL .0or JV 5 GAL. IG 13 ILEX GLABRA'SHAMROCK'/SHAMROCK INBERRY HOLLY INS rl CORNUS STOLONIFERA'CARDINAL: /CARDINAL RED OSIER DOGWOOD TOWN OF NORTH ANDOVER,MA 5.GAL CS 3 N TAX MAP 34,LOT 4 AC N 0 N QBA= cn PANICUM VIRGATUM'HEAVY METAL: HEAVY METAL SWITCH GRASS 2 GAL. HM 8 D 'SHENANDOAH' SHENANDOAH SWITCH GRASS 0 PANICUS VIRGATUM 2 GAL. PV 16 >_ APPLICANT < SINGH REALTY GROUP LLC Q, GRAPHIC SCALE EEEN.RuLaa 66 FONDI ROAD ASTER NOVAE-ANGILAE'PURPLE DOME'/PURPLE DOME NE ASTER 1 GAL AN 11 VIBRURNUM DENTATUM'CHRISTOM'/BLUE MUFFIN VIBURNUM 5 GAL. VD 9 HAVERHILL,MA 01832 30 a 15 30 60 120 BK 13567,PG 5 KALMIA LATIFOLIA'PEPPERMINT' PEPPERMINT MT LAUREL 5 GAL. KL 6 IN FEET TOTAL LOT AREA 1 inch=30 ft. 123,978 SQ.FT. 2.85 ACRES Cn Cn Design:HCH Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Checked:EMP Scale: 1"-40' Project No.:24224 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP Plan Name: L ANDSCAPE P L AN Drawing Name:24224-PLAN.dwg 3 12/31/25 REVISED PER REVIEW COMMENTS EMPo SURAJ LANDING THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN Jones & Beach Engineers, Inc. Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 2 11/25/25 REVISED PER REVIEW COMMENTS EMP MAP 34,LOTS 4 Ll < 85 Portsmouth Ave. 603-772-4746 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP ANYALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE Civil Engineering Services PO Box 219 Owner of Record 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 7 OF1 5 AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@DJONESANDBEAGH.COM_J 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128 JBE PROJECT N0.24224 LIGHTING AND ELECTRICAL NOTES: 1. SITE ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF EASEMENTS, UN LL UNDERGROUND UTILITIES AND DRAINAGE BEFORE DRILLING POLE BASES. 2. CONTRACTOR SHALL INSTALL PROPOSED LIGHT POLES ACCORDING TO TOWN REGULATIONS. 3. ALL OUTDOOR LIGHTING SYSTEMS SHALL BE EQUIPPED WITH TIMERS TO REDUCE ILLUMINATION LEVELS TO NON-OPERATIONAL VALUES PER TOWN REGULATIONS. 4. LIGHTING CONDUIT SHALL BE SCHEDULE 40 PVC,AND SHALL BE INSTALLED IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE. CONTRACTOR SHALL PROVIDE EXCAVATION AND BACKFILL S 5, ILLUMINATION READINGS SHOWN ARE BASED ON A TOTAL LLF OF 0,75 AT GRADE. ILLUMINATION READINGS SHOWN ARE IN UNITS OF FOOT-CANDLES. T 6. LIGHTING CALCULATIONS SHOWN ARE NOT A SUBSTITUTE FOR INDEPENDENT ENGINEERING -T ANALYSIS OF LIGHTING SYSTEM AND SAFETY. 7. ALL LIGHTING FIXTURES SHALL BE FULL CUT-OFF DARK-SKY COMPLIANT,UNLESS OTHERWISE NOTED. J B. NL INDICATES THAT THIS LUMINAIRE SHALL BE ON A NIGHT LIGHT CIRCUIT.FL INDICATES THAT THIS LUMINAIRE SHALL BE A FLOOD LIGHT FIXTURE.MOUNTING BRACKET FOR THIS FL FIXTURE SHALL BE MOUNTED 25'ABOVE BOTTOM OF POLE BASE FOR ALL LIGHT POLES 'El L t." CLOSEST TO STOREFRONT. THESE DESIGNATIONS INDICATE WHAT PHASE LIGHTS ARE WIRED TO(TYP). Ln t t 9. SEE SHEET D5 FOR LIGHTING DETAILS. C-4 0 _5 0 -r c VV o 10. EXTEND A 480/277V,3"DIAMETER SERVICE TO ROAD SIGN. INSTALL A 30A 3P NEMA 3R Ld J/B DISC.SWITCH(EACH LEG FUSED 0 20A).SIGN REQUIRES(3)20A 277V CIRCUITS. LJ >r i�p T 11. THE PROPOSED LIGHTING CALCULATIONS AND DESIGN WAS PERFORMED BY CHARRON,INC., o .1 0 0 P.O.BOX 4550,MANCHESTER,NH 03108,ATTENTION MICHAEL O'BRIEN. ALL LIGHTS U) TING DESIGN SHOULD o I I o SHOULD BE PURCHASED FROM THIS COMPANY,OR AN EQUAL UGH 0) E 8 SUBMITTED FOR REVIEW IF EQUAL SUBSTITUTIONS ARE PROPOSED BY THE CONTRACTOR OR OWNER. ey I (D h J 0 z Vlr\ o o c -Io o. 0 U) x Lij LJ 0 j LL1 Lp U-) CF) 0 ------- 4'f-L P�L.0 t. l. WE 15.4'N'GR UN6 ,F 17 STOP 0 C, L r 1_-& >_Ly- 5 -L., LD WE"14 l.3 t t� t 0_J A 7 WF 13 25 NO DISTURB BU R 0 Ir- 100'WETLAND BUFF 4 7, 14/F 01 ..0 NO IMPERVIO S BUFFER (D 2 Wr 6 0 %F� )b i. J 0 g'C L ".3 ?r c.r ,..-, r --- n s ... r.- .r r.r ,. �`W4 _.. ._ r§ , - .r r.. P, F. 0 4�H,i�- 0 V N 1 `` _ _ .1 1 '0 PROPOSED Ix FOOTPRINT 15,290 SF N FLOOR 1"RETAIL AND STORAGE" t lOOR 2-4"RESIDENTIAL"(38 UNITS) b.r 'C. �.j J S4-HSS \' ' 1 A W1 ILL S2 Ll L N r b b. El ,IL EL Pi C r C.r C r C 1. 0� C. 1.0 0., �p, 1.2 L S4-H 0 A�, C, 'h 00 i.o '0. '0.1 '0. .0 r PROJECT PARCEL TOWN OF NORTH ANDOVER,MA 0 0" TAX MAP 34,LOT 4 S4-HSS ' Luminaire Schedule 0 �-° t.) t., el Arrangement Description Tag e K,l"i. 0 APPLICANT Symbol Qtv Lb LLF Lumin.i, < Lumens Scale SINGH REALTY GROUP LLC 3 Pi Single STREETNORDS:A\'II-(LE-SA-30-830-TT-Tl-OLI-2-C-X-3-1-(.XX MTD 12'AFG ON 22'VALMONT POLE:5DOLAS-E-12 004 0404UW-PE-COOPER CXX 0.900 3647 3000K CCT M 66 FONDI ROAD 1 S2 Single COOPER:GALII-S;�.2A-83r,-LI-SL2-C.XX-HSS TIED 201 AFG CN20 I VALMONT POLE:DS33C-400Q200-FP-COOPERCXX-FBC-AB 0.900 5981 3000K CCT HAVERHILL,MA 01832 4 L4 Single CDOPEP:GAL11-�L2A-P30-U-SL4-(.'XX TIED 20'��FG ON 20'VALMONT POLE:DS3 30-4000200-FP-COOPER CXX-FBC-AB 0.900 7153 3000K CCT T BK 13567,PG 5 S�-HSS Ingle COOPER:�AL11-SA2A-830-U-EL4-(.XX-HSS LTG ON VALMONT POLE:D5330-400Q20 0-FP-,.00PER(.XX-FBC-AB 0.900 6011 3000K CCT 1 4 PITD2 0' 20' 3: '4.r ".0 l, 3 S5 single COOPER:GALN-SA2T830-1T-5WQ-CXX MTD 20'AEG ON 201 VALMONT POLE:DS330-40OQ200-FP-COOPER CXX-FBC-AB 0.900 7648 3000K CCT Wl COOPER_RXCSlR-W-CXX Single C_ WALL MTD 8'AEG OVER EGRESS DOORS 0.900 1516 3000K CCT 2 o.900 3873 1 300011,CC TOTAL LOT AREA Ll� 21ngI2 �22LLL �Ll.�-_-111A-131-U-SL2-CXX '12 1 4'AFG 'LLL L "4 L 300011,C < 6 PER Q RlA-830-U-SL4-CXX WALL 11TD 14'AFG 900 3 7 5bCTT 123,978 SQ.FT. 2.85 ACRES Cn Cn P` Design:HCH Draft:HCH Date:10/02/2025- 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. Checked:EMP Scale: 1"-40' Project No.:24224 - Plan Name: LIGHTING PLAN Drawing Name:24224-PLAN.dwg 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN 3 12/31/25 REVISED PER REVIEW COMMENTS EMP - Project: SURAJ LANDING Jones & Beach Engineers, Inc. C::'PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 2 11/25/25 REVISED PER REVIEW COMMENTS EMP MAP 34,LOTS 4 L2 < 85 Portsmouth Ave .0 ANYALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP PO Box 219 Civil Engineering Services Owner of Record 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 8 OF1 5 _�:I AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. REV.I DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM_J 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128 JBE PROJECT N0.24224 G '1 s�r rn a � / i T/ IEX.CB 2114 i ra 1 I f DMH 014 DMH 015 DMH 007 r= G - a I- so DMH 006 _ ,DMH 013DM�H 010 -` DMH 001 DMH 004 •DMH 002 i DMH 011 EX.CB 2114 .• 'i, c o DMH009 j s PLAN-DMH 2114-DMH 008 / 00, I5 7 o v -12 `n I80 80 PLAN-DMH 2114-DMH 003 RIM=OS20 PLAN-DMH 002-DMH 012 PLAN-DMH 001-DMH 013 PLAN-DMH 004-DMH 015 INVin=65.70(12"HEADER) INVin=65.70(12"HEADER) INVout=65.60(P-508) 70 70 DMH-007 RIM=60.18 INVIn=53.25(P-508) DMH-011 DMH 014 OS#1 INVout=53.15 RIM=58.99 RIM=70.30 RIM=58.49 INVIn=54.85(P-205) INVIn=66.00(P-209) INVIn=54.85(P-512) INVIn=66.D0(P-210) INVin=54.60(12"HEADER) DMH-002 INVout=54.75 INVin=66.00(P-514) INViINVout 0(12"HEADER) DMH-006 RIM=59.22 INVout=65.90(P-207) INVout=54.50(P-503) RIM=57.82 Vin=54.70(P-511) DMH 5012 8.7 60 60 INVin=52.40(P-207) __ RIM=58.72 DMH-009 INVout=52.30(P-206) INV°U 60 INVIn-5.05(P-204) 75 75 RIM=58.00 INVin=52.10(P-503) �pe4 60 =5.05(P-208) 60 Q 60 INVi=55.05 P-206 DMH-004 INVn=5INV t=52.0) DMH-009 a1\ INV t=54.95 ) RMH59.59 RIM=70.34 DMH 01, INVout=52.00 RIM=58.00 i�� INVln=85.80(P-209) RIM=70.40 INVin=54.90 P-203 INVIn=66.20(P-211) EX.CB 2114 INVin=52.10(P-503) .�"��O• ( ) INVout=65.70 INVin=66.20(P-207) RIM=54.94 INVin=5INVo(=52.00 `� DMH-001 INVout=5.(P-513) DMH-013=59.0 INVout=66.10 P-514 INVin=51.24(P-509) INVout=52.00 INVout=54.80 RIM=59.05 ( ) RIM=59.72 INVout=50.79 INVin=55.15(P-202) EX.CB 2114 INVIn=54.70(P-510) 7 70 Q,�pP INVIn=51.24I(P5509)4.94 55 INVout=54.60 INVIn=555.(P-202) 5 INVout=55.05 o��Ililk INVout=50.79 P-12 60 1 60 0 12'-12"RCP S=.007 FT/FT P- 509 50 42-18FT RCP I� 50 P-`�7 P-1 p-506 18"RCP o S_p.017 P-509 40'_18"RCP S2 8' 12"RCP 0,01 FT/FT 5 S=(005 FT/FT w 15 50 42-18FRCP S=0.005 FT/FT 5o 12'- P-514 12'-12"RCP SSD.p17 /FT 13'-B RCP S=0.008 FT/FT 5=0.006 FT/FT N n I - [I P-510 P-513 N ui ri 45 19'-12"RCP 32'-12"RCP 0+00 1+00 FT/FT S=0.005 FT/FT 60 n S=0.005 FT / r` rn N a "� b N 0+00 iri co ao r•i �i a W 45 Ot00 �co 0+00 1+00 2+00 3+00 0+0o 1+00 N PROFILE-DMH 2114-DMH 003 PROFILE-DMH 2114-DMH 008 PROFILE-DMH 002-DMH 012 PROFILE-DMH 001-DMH 013 PROFILE-DMH 004-DMH 015 U) 0 Q GRAPHIC SCALE m40 0 20 40 60 160 j (IN FEET) 0 z 1 inch=40 ft. Ln 0 z Q Ln Design:HCH Draft:HCH Date:10/02/2025 '1' - 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP Designed and Produced in NH PLAN AND PROFILE DRAWING No. �Checked:EMP Scale: 1"=40' Project No.:24224 �/ NOFM - Plan Name: Drawing Name:24224-PLAN.dwg /;��P RSJy�t 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP 02=' G` 3 12/31/25 REVISED PER REVIEW COMMENTS EMP _4/TJones & Beach Engineers, Inc. SURAJ LANDING ❑i o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN �,. ERIK M I ,- 1 1 PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE �o= POULIN 2 11/25/25 REVISED PER REVIEW COMMENTS EMP Project: Q )� t�=, 7 �r 603-772-4746 MAP 34,LOTS 4 No.57141 %yj 85 Portsmouth Ave. Civil Engineering Services j ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE r'% 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP ' '�. PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 9OF15 AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. ' � j REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM Owner Of RECOrd. JBE PROJECT NO.24224 `s L 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 J26/26 WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED OVER SEWER BUILDING MOUNTED SIGN WITH ACCESSIBILITY SYMBOL AND'VAN 18"MIN 12" ACCESSIBLE'SIGN BELOW OR SIGN - POST WITH SIGNS PLACED IN OR AT RESERVED REFLECTIVE ALUMINUM REAR OF WALKWAY,WHICHEVER IS \-SELECT BACKFILL COMPACTED LEGEND AND BORDER-GREEN APPROPRIATE(TYP.) IN 6"LAYERS-959.STANDARD ROUND TOP MITE SYMBOL ON BLUE BACKGROUND PROCTOR DENSITY OF PIPE BOLLARD COVERS: BACKGROUND-WHITE TYPICAL AT ALL HANDICAP SPACES SEPARATION NOTES-. BOLLARD COVER 1. UNLESS NOTED OTHERWISE,BOLLARDS SHALL BE PROVIDED VAN THIS SIGN TYPICAL AT ALL'VAN 1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY (SEE OPTIONS TO RIGHT)--- WITH 1/4"-THICK THERMOPLASTIC POLYETHELENE COVERS. ACCESSIBLE ACCESSIBLE'PARKING SPACES EXISTING OR PROPOSED SEWERS. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 6"STEEL PIPE,8'LONG 2.BOLLARD COVERS TO BE IDEALSHIELD BRAND COVERS,OR PENALTY SIGN WITH WORDING AS I/ -.. . 1. APPROVEDEQUAL.2.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM (18.97#/FT.,6.625-OD), REQUIRED BY STATE OR LOCAL LAW 4 VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES.SEWER PIPE JOINTS SHALL BE FILLED W/CONCRETE, LOCATED AT LEAST 6 FEET HORIZONTALLLY FROM THE WATER MAIN. PAINTED W/PRIMER----� 48" 3 COVER OPTIONS: z GALVANIZED'U'CHANNEL POST �.1. STANDARD:YELLOW-DOME TOP 0 3.2. ADA PARKING:BLUE-DOME TOP V) 4"DIA.SCH 40 GALVANIZED -INTERIOR z z SEWER SEPARATION TYPICAL WATER 3.3. ARCHITECTURAL:BLACK OR URBAN BRONZE- X 0 STEEL PIPE BOLLARD PAINTED 0 DECORATIVE(W/REFLECTIVE RINGS) ir RAMP OSHA YELLOW FILLED WITH CONCRETE PROPOSED SURFACE 0:) z (SEE PLANS) -Ar M 0 NOT TO SCALE 4.CONTRACTOR SHALL SUBMIT BOLLARD COVER CUT SHEETS 0 .4 FOR APPROVAL PRIOR TO ORDERING. PAINT CONCRETE BLACK AFTER 4 CURING AT ASPHALT LOCATIONS 1"HOT BITUMINOUS .0 LU E! I REFLECTIVE COURSE(TYPE F) -,0 PREPARED 4000 PSI CONCRETE NATIONAL STANDARD SUBGRADE 48" RING/TAPE ACCESSIBILITY SYMBOL 4 NOTES, PAINTED ON PAVEMENT. WHITE FIGURE ON BLUE 1.ONE AT EACH HANDICAP SPACE. BACKGROUND 2"HOT BIT BASE COURSE, CLASS"B"CONCRETE -1 ASPHALT MIX . L__ 2.WHERE HANDICAP SPACES FACE EACH CLASS 1 TYPE 1 (4000 PSI MIN.) /x/x X .6 OTHER WITHOUT WALKWAY,THERE SHALL BE PAVEMENT MAXIMUM 4"PAINTED STRIPING X\ ONE POST WITH SIGNS MOUNTED BOTH SIDES. SLOPE 2%IN ALL -6"O.C,AT 45'IN DIRECTIONS. 6"MASS HIGHWAY DENSE GRADED CRUSHED STONE M-2.01.7 FRONT OF RAMP(YELLOW 96-MIN.PER 60-MIN. 96'MIN.PER REFLECTIVE) GRAVEL 7 DIA, DOME TOP DECORATIVE A.D.A.OR PER PER A.D.A. A.D.A.OR PER ROUND OR COVER ARCHITECTURAL LOCAL CODE OR AS SHOWN LOCAL CODE 12"-MASS HIGHWAY BAND RUN SQUARE COVER BORRO M-1.03.0 TYPE A HANDICAP PARKING LAYOUT GRAVELW MIN.OR AS REQUIRED BOLLARD DETAIL HANDICAP PARKING SIGN WITH BOLLARD(117-8) TO STABIUZE NOT TO SCALE 95%COMPACTED SUBGRADE OR ROCK FILL NOT TO SCALE NOT TO SCALE PAVEMENT DIMENSIONS R1-1 TYPICAL BITUMINOUS PAVEMENT REFER TO THIS POINT REFLECTIVE ALUMINUM WNW' NOT TO SCALE ITM GRANITE CURB PAVEMENT ELEVATIONS REFER TO THIS POINT1117 --PARKING LOT Z 0 GALVANIZED CHANNEL POST SURFACE AS SPECIFIED U) BASE AS SPECIFIED 14 0 3,000 PSI CONCRETE- 0 PAINT CONCRETE VARIES �777 M CY BLACK AFTER 7, 0x >,-S BILIZED SUBGRADE CURING AT ASPHALT i I \/\1 \ AS SPECIFIED LOCATIONS NOTES: C, 1.ALL STOP BARS TO BE SOLID MITE REFLECTIVE V) 1 4,000 PSI TRAFFIC PAINT AS PER DIMENSIONS ABOVE. CONCRETE 0 4"LOAM&SEED _J PAVEMENT/ (MIN.) STOP BAR CONCRETE *V*W4/fGRASS'Al I NOTES NOT TO SCALE 1. JOINTS BETWEEN STONES SHALL BE MORTARED. 2. EDGING TO BE PLACED PRIOR TO PLACING TOP SURFACE COURSE. o \\\\\\\\\\ VERTICAL GRANITE CURB GRANITE CURB C-4 NATURAL SUBGRADE -f- -PAVED FINISH SURFACE NOT TO SCALE 4"MIN. 9 GRAVEL SUBBASE (MIN.) NOTES: STOP SIGN(R1-1) NOTES, 1.THE MAXIMUM ALLOWABLE CROSS SLOPE OF ACCESSIBLE ROUTE(SIDEWALK)AND 1.EDGING TO BE PLACED PRIOR TO PLACING TOP SURFACE COURSE. CURB SHALL BE 1.5%. NOT TO SCALE 2.JOINTS BETWEEN STONES SHALL BE MORTARED. 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS 3.SALVAGE GRANITE CURBS ON-SITE AND RESET TO THE EXTENT POSSIBLE. T T SHALL BE 5% SIDEWALK 1v 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE(SIDEWALK)CURB RAMPS WIDTH VARIES SLOPED GRANITE CURB (SEE PLAN) a SHALL BE 8% 4.A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT -BRUSHED FINISH SURFACE(TYP) NOT TO SCALE OBSTACLE IN ACCESSIBLE ROUTE(i.e.,HYDRANTS,UTLITY POLES,TREE WELLS,SIGNS,ETC.). PAVEMENT -6*X6"W1.4XW1.4 W.W.F. 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. AND BASE V1"R 6.BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 1 -2 7.SEE TYPICAL SECTION FOR RAMP CONSTRUCTION. 3- ACCESSIBLE CURB RAMP(TYPE"A") 4 THICKENED EDGE WALK NOT REQUIRED WHERE WALK ABUTS NOT TO SCALE STRUCTURE. 24"TO 30" 12" 2'-6" EXPANSION BITUMINOUS CONCRETE TOP COURSE(1-) JOINT SEALANT MDOT 703.09-9.5MM (WHEN REQ'D) TURN ARROW THROUGH/ BITUMINOUS CNCRETE BINDER COURSE(2-) 6. 6"MIN. MOOT 703.09 O-19.OMM COMPACTED FILL CRUSHED GRAVEL co (RIGHT TURN OPPOSITE IN KIND) STRAIGHT ARROW CRUSHED GRAVEL BASE COURSE(4-) �2 8-MIN. MOOT 703.06 TYPE A CD NOTES, BANK RUN GRAVEL NOTES: C\1 1.CONCRETE TO BE 4000 PSI. 1.ALL WORDS AND SYMBOLS SHALL BE RETROREFLECTIVE WHITE AND SHALL 2.CONTRACTION JOINTS SPACE TO BE EQUAL TO SIDEWALK CONFORM TO THE LATEST VERSION OF THE MUTCD. WIDTH, 12 -GRAVEL SUB-BASE COURSE(5-MIN.) 3.ALL JOINTS SEALED PER SPECIFICATIONS. 2.COMBINATION ARROWS MAY BE COMPRISED OF 2 SINGLE ARROWS(e.g.TURN MOOT 703.06 TYPE D 4.PROVIDE A 1/2"NON-EXTRUDING EXPANSION JOINT AND THROUGH ARROWS).HOWEVER,THE SHAFTS OF THE ARROWS SHALL COMBINATION ARROW AGAINST STRUCTURE AND EVERY 16'ALONG SIDEWALK. NOTES: COINCIDE AS SHOWN. 5.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CONCRETE CURB. SIDEWALK 1. TRANSVERSE CROSSWALK LINES SHALL BE THERMOPLASTIC,NOT LESS 3.PREFORMED WORDS AND SYMBOLS SHALL BE PRE-CUT BY THE cn 1/2"PREFORMED THAN 6"WIDE AND NOT LESS THAN 6'APART. MANUFACTURER. COMPACTED SUBGRADE OR ROCK FILL 6 EXPANSION JOINT 2.SPACING FOR THE CONTINENTAL CLOCK MARKINGS SHALL BE UNIFORM 4.ALL STOP BARS,WORDS,SYMBOLS AND ARROWS SHALL BE THERMOPLASTIC. >_ BLDG.FACE OF FOR EACH INDIVIDUAL CROSSWALK BUT CAN BE MODIFIED FOR ONE < FIXED OBJECT CROSSWALK TO THE NEXT TO ELIMINATE A CROSSWALK MARKING PAVEMENT MARKINGS DIRECTIONAL ARROWS BITUMINOUS SIDEWALK DETAIL MONOLITHIC CONCRETE SIDEWALK DIRECTLY IN THE WHEELPATH. NOT TO SCALE NOT TO SCALE NOT TO SCALE MDOT CONTINENTAL BLOCK MARKING DETAIL < NOT TO SCALE Design:HCH I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. ,-n Checked:EMP I Scale: AS NOTED I Project No.:24224 AOFk4- Plan Name: DETAIL SHEET Drawing Name:24224-PLAN.dwg 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP TD Jones & Beach Engineers, Inc. THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN 02 ERIK M 3 12/31/25 REVISED PER REVIEW COMMENTS EMP SURAJ LANDING POULIN 2 11/25/25 REVISED PER REVIEW COMMENTS EMP Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). 603-772-4746 < MAP 34,LOTS 4 D1 NO.57141 Jai 85 Portsmouth Ave. Civil Engineering Services ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE �!1i" 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 10 OF15 L AT THE USERS SOLE RISK AND WITHOUT LIABILITY TO L " I REV.,DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COIVI Owner of Record. 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128JBE PROJECT NO.24224 26/26 CAST IRON MANHOLE FRAME AND COVER LEBARON CATALOG#L.K110 LOAM AREA PAVED AREA OR APPROVED EQUAL'DRAIN'TO 1 24" 1 36" N.T.S. SEE NOTES¥1&¥2 BE CAST IN COVER 4'COMPACTED i (12"MIN.) j LOAM _ - PAVEMENT - i EXCAVATION AND BACKFlLL TOP RAIL OR TENSION WIRE FRAME TO BE SET CRUSHED GRAVEL N o /\\jam PLASTIC MARKER // x \//'- IN ACCORDANCE MATH UTILITY LINE POST IN FULL MORTAR BED (MOOT 703.06 TYPE A) TAPE ABOVE CABLES _ - \// COMPANY STANDARDS ADJUST TO ,a o /� Imf BLACK VINYL COATED GRADE WITH BRICK ,ci GRAVEL ELECTRIC SERVICE \�N M CID \//� / TIE WIRES OR (MOOT 703.06 TYPE D) CABLES 250 VAC OR / M //\ CHAIN-LINK FABRIC / HOG RINGS(TYP.) o " SUITABLE LESS PVC-SCH 40 j m j/ CATV CABLE BRACE RAIL (9 GAGE,2°MESH) 8"MIN. BACKFlLL \j j� (PVC-SCH 3 LINE POST a MATERIAL ROADWAY BACKFlLL /�\/ \// 40) w SHALL CONFORM X\ U CORNER,END, O PRECAST SPECIFICATIONS \TO STANDARD FIRE ALARM m / //� OR PULL POST TIE WIRES OR REINFORCED //\/,�\\\/\//\\//\\/\\�/� CLIPS(TYP.) CONCRETE BASE - %a /% /%/ AND RISERS BOTTOM OF FABRIC TENSION WIRE 48"INSIDE DIAMETER - 2-SPARE 4"PVC w N CLEAN SAND PRIMARY POWER 5"SCH.80 PVC CABLE TRUSS ROD 6'BELOW PIPE IN EARTH N ¢ 5"MIN. 12"BELOW PIPE IN LEDGE 7,200 VAC.OTHER POWER,TELEPHONE CAN, ci (3/8"MIN.DIA.) LU ETC.,CABLES ARE NO CLOSER THAN 12' T " MORTAR JOINTS $' NOTE:ALL UTILITIES SHALL BE REVIEWED AND APPROVED BY APPROPRIATE UTILITY COMPANY. Z GRADE HOG CONSTRUCTED OPENING-PIPE O.D.+2' EARTH GROUT ALL OPENINGS(TYP.) � � f ih RINGS(TYP.) SLUICEWAY `-LEDGE 10'-0"MAXIMUM +fi+�12"COMPACTED 3'-O"MIN. 10'-0'MAXIMUM LINE POSTS TO BE EQUALLY SPACED sr` aP a _ �f`rs SCREENED GRAVEL OR UTILITY TRENCH r;(rE;:xM1.;,4 .r.•.,, a; eji OR APPROVED (WHICHEVER IS GREATER) '` >•�"`'eF''•pj•:Y:i:�: ^A'%b+7;.^otli%"'!�^"'"��'� NATIVE EQUAL NOTES: 4'HIGH BLACK VINYL CHAIN-LINK FENCE 1.PAVEMENT REPAIR IN EXISTING ROADWAYS SHALL CONFORM TO STREET OPENING REGULATIONS. NOT TO SCALE 2.NEW ROADWAY CONSTRUCTION SHALL CONFORM WITH PROJECT AND TOWN SPECIFICATIONS. PROVIDE STEEL NOT TO SCALE COMPACTED 3.ALL MATERIALS ARE TO BE COMPACTED TO 95%OF ASTM D-1557. 6"BOLLARD RECEIVER SLEEVE SUBGRADE (TYP) SET IN CONC.AT DRAIN MANHOLE(MA) TYPICAL DRAINAGE TRENCH CANE BOLTS NOT TO SCALE NOT TO SCALE PT FENCE GATE 30"STANDARD MANHOLE -PT GALV.STEEL FRAME&COVER H2O LOAD RATING 6" FRAME 6" 6"MIN. FULL MORTAR BED CAST IRON CATCH BASIN FRAME AND GRATE ADJUST TO GRADE MATH CLAY BRICK . ��_�_• ___�___ FRAME TO BE SET IN FULL MORTAR BED io ^ I 3"GALV.STEEL V ADJUST TO GRADE WITH BRICK 24"DIA. II FENCE POST WITH CLEAR OPENING �, I••I I PT FENCE PANEL 24"SQ PRECAST CONCRETE UNITS SHALL 1 I•`• B"MIN. w a CONFORM TO ASTM C-478 I „ 'I 6"THICK SEALED •I 3°GALVANIZED CLAMP(TYP.) z { CONCRETE PAD- MI N NOTE: >N CLASS"AA"CONCRETE 4000 P.S.I. •1�.�• •• SEE SITE DINGSL I 2x4 HORIZONTAL BEAMS 1x6'S LADDER STEPS SHALL BE INSTALLEDOf o I a I FOR GRADE ELEVATIONS a0 WATERTIGHT JOINT •�. I UNE POST(TYP.) CROSS-COUNTRY IN PAVEMENT MORTAR JOINTS (TONGUE&GROOVE W/BIT.SEAL) I I •' '• 'I. 48"DIAMETER MIN. (SEE SPEC.SECTIONS) I. I 4,000 PSI I 6" PAVEMENT in I I 6"x6"W1.4xW1.4 W.W.F. 3'GALVANIZED 48"DIA. w I I; iv END POST 4"LOAM AND SEED GRAVEL ROAD BASE 5°MIN.REINFORCED ' J.2''• 2' 4' Z < OR APPROVED SLOPE '., (AS SPECIFIED) U > REAR __ ___•_J PROTECTION ,o .. g= rWEEP HOLE 18"THICK SLAB LEAVE 1"GAP U d/MIN.3" orn BETWEEN FENCE& o Z' SUITABLE BACKFlLL N OPENING=PIPE O.D.+2" 1 CONCRETE �j�. ' ? 95%COMPACTED GROUT ALL OPENINGS(TYP.) SEE NOTE 6" 6 04 •' ',''•` (ASTM D1557) w 0.1' o A A •'� ••12"MINI'•); rn .. fr JZ 10'� 3"GALV.STEEL :: \i••'•'�•^ +''.• SAND BEDDING C.I.GREASE HOOD .SIN TYP. Y MAX 5 ...:: r ,.... TURN DOWN ` .... o_ 'I FENCE POST WITH i.' a0 EDGE OF SLAB \•• •• w PT FENCE PANEL '�.�,Y�:,= ;;..,�;,;.., AS SHOWN .$ �•,• I �L2`MAX• j w 6"BOLLARD(TYP.) I •.:...:.,,,.:,....?s,.' r : D.I.CLASS 350 �6" 5"MIN j M 1x6 PT FENCE PLANKS NOTES8"REINFORCED HAUNCH " DOUBLE CEMENT LINED ,J'•i`y;;` CONCRETE SLAB '.'..6�MIN:'12'.. 1.ALL LUMBER TO BE PRESSURE TREATED. 12"COMPACTED SCREENED GRAVEL CORE EACH 3" - _ �tl�zp-s• OR APPROVED NATIVE EQUAL 5"MIN. 2.WOOD FENCE TO BE PAINTED OR STAINED TO GALVANIZED •�•��.>•v>r•":;:?,^:,•.• MATCH BUILDING FOUNDATION. STEEL FENCE POST T WATER TIGHT JOINT ''""'''•`^' SECTION A-A IN EARTH IN LEDGE SUBGRADE 6" (SEE SPEC'S SECTION) MIN. SS WATER STRUCK BRICK INVERT 3.DUMPSTER SIZE VARIES,SEE SITE PLANS FOR 6°MIN.BEDDING IN EARTH DUMPSTER ENCLOSURE PLAN SCREENING SIZE WATER SYSTEM TRENCH CATCH BASIN(MA) 12"MIN.BEDDING IN LEDGE (SEE SPEC'S SECTION) NOT TO SCALE NOT TO SCALE SEWER MANHOLE DETAIL NOT TO SCALE NOT TO SCALE 4' PROVIDE STL 6"BOLLARD, RECEIVER SLEEVE TYP RE: SETIN CONC AT 4/A-6.2 CANE BOLTS ` PT FENCE GATE 6•� �\ / WITH GALV.STEEL TENANT � FRAME • m • APPROXIMATE PPR XIIMGRADE FILTREXX SLOPE PROTECTION NOTES: W/BIODEGRADABLE LOCKDOWN NETTING 3"GALV.STEEL L (OR EQUAL) 1.SLOPE PROTECTION TO MEET FILTREXX INSTALLATION SPECIFICATIONS. I' 'I FENCE POST WITH }"w/SEED MIX B 2•SLOPE PROTECTION MUST FILTREXX GROWING MEDIA. II li PT FENCE PANEL � (SPEC LANDSCAPE PLANS) I• I I 6"THICK SEALED 3"GALVANIZED CLAMP(TYP)- � r� 1-47 w(SPECUAL SEEDFILTR MIX 3.SLOPE PROTECTION TO BE INSTALLED BY A FILTREXX CERTIFIED INSTALLER. z^ I CONCRETE PAD- ��\� SOD STAPLE 4.SLOPE PROTECTION SHALL BE APPLIED TO 100%BARE SOIL OR AREA 1 ,•i SEE SITE DWGS 4 HORIZONTAL BEAMS 1x6's Y!J SPECIFIED. o FOR GRADE 2x �`' •'a I ELEVATIONS `\ FILTREXX SLOPE PROTECTION '- ">"'1;•: 5.SLOPE PROTECTION SHALL BE INSTALLED 10 FEET OVER THE SLOPE P LINE POSTS "� WITH BIODEGRADABLE •"'�`'�.>:�•"•�•' •`I:• SHOULDER OR INTO EXISTING VEGETATION. • •.• •I /� LOCKDOWN NETTING 6 LOCKDOWN NETTING TO SHALL BE COTTON AND MEET FILTREXX INSTALLATION 11 11 f 1 1 •I '•• •••' '••• • ••' I - / FILTREXX �\\/ /�\ SPECIFICATIONS. N 1�•I I •• •• I 4,000 PSI m 3"GALVANIZED \ LOCKDOWN NETTING /� \ 1'-6" 3'-6"I,I 6"x6"W1.4xW1.4 N END POST SUBGRADE FILTREXX LOCKDOwN 7.LOCKDOWN NETTING SHALL BE INSTALLED PRIOR TO THE APPLICATION OF REAR-_ W.W.F. NETTING(COTTON) SLOPE PROTECTION. _-r-i SUBGRADE 8.LOCKDOWN NEETING SHALL BE ANCHORED TO THE SOIL USING 8"SOD �,. r � 18"THICK SLAB o a, 3'SHOULDER AREA. LES TO BE DRIVEN ALONG THE ENTIRE PERIMETER OF THE NETTING \ - N A 6" q ao \ 9.STAPLES FOR LOCKDOWN NETTING SHALL BE SPACED NO MORE THAN 24" APART ON ALL SIDES. 6"BOLLARD, 10• 3"GALV.STEEL `• ' '��.'}` i.' TURN DOWN \ 10.MMERE MORE THAN ONE ROLL OF LOCKDOWN NETTING IS REQUIRED FOR N 6' TYP RE: FENCE POST WITH I,�''` .. - �'ti•-• •:.)t•{E.••.•� k xy-�,�•.;,I.'j,,' EDGE OF SLOPE LENGTH OR SLOPE WIDTH,NETTING EDGES SHALL BE OVERLAPPED BY 4 A-6.2 PT FENCE PANEL „...::�.:.':.;.•,.., '�.,?>.,.:.'yi. .,�..w:.;�'.,.:!`..,„:..;a.' SLAB AS A MINIMUM OF 6. cn LEAVE 1"GAP BETWEEN OWN UNDERDRAIN ~ 1X6 PT FENCE PLANKS 6" FENCE&CONC. �18" 11.LOCKDOWN NETTING SHALL BE INSTALLED FROM TOP TO BOTTOM(NEVER NOTES o REINFORCED ACROSS)THE SLOPE. � 1.ALL LUMBER TO BE PRESSURE TREATED. CONCRETE SLAB CORE EACH 3'GALVANIZED a STEEL FENCE POST 12.LOCKDOWN NETTING SHALL BE INSTALLED UNDER THE ENTIRE AREA OF THE 2-w00D FENCE TO BE PAINTED OR STAINED SLOPE PROTECTION,INCLUDING 10'OVER THE SHOULDER OF THE SLOPE. TO MATCH BUILDING FOUNDATION. SECTION A-A ENGINEERED SLOPE STABILIZATION PYLON SIGN 3.DUMPSTER SIZE VARIES,SEE SITE PLANS FOR DUMPSTER ENCLOSURE PLAN SCREENING SIZE NOT TO SCALE NOT TO SCALE 0 o NOT TO SCALE z a Design:HCH Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. L Checked:EMP Scale: AS NOTED I Project No.:24224 NDF�r Plan Name: DETAIL SHEET Drawing Name:24224-PLAN.dwg ��P aSfq 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP �THISPLANSHALLNOTBEMODIFIEDWITHOUTWRITTEN `or=' `C�i 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Jones & Beach Engineers, Inc. SURAJ LANDING D� o ,; ERIK M 1�,f Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). lot POULIN ! 2 11/25/25 REVISED PER REVIEW COMMENTS EMP MAP 34 LOTS 4 !"k No.57141 la' 85 Portsmouth Ave. 603-772-4746 ' ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE f-~ 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP Civil Engineering Services -4, Po Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 11 OF15 L AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. ii`•� f-' `r REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM Owner of Record. `Fss L . 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT N0.24224 726/26 RIM=59.60 3"THICK ORIFICE WEAR PLATE TOP=54.80 12"HOPE HEADER U? (SEE BAFFLE/WEIR DETAIL) INV=54.60 B" A B C D H FT INCHES H FT INCHES H FT INCHES H FT INCHES 6 108 6 34 6 61 67 L-AJ� �-u 72 P-510 NOTES: 1 12"HDPE 12"HDPE HEADER 1.CONTRACTOR TO PROVIDE FENCE SPEC TO ENGINEER FOR DMH-001 SEDIMENT ISOLATION ROW 1 INV=54.70 INV=54.60 REVIEW PRIOR TO INSTALLATION. RIM=590 INVIn 54.70(P-201) DMH-002 DMH-011 1 0 0 2.VINYL FENCE SHALL MEET ASTM F964-09 STANDARDS. = INVout=54.60 ELEV=56..57 INVIn=54.70(P-20,1 58 RIM=59.10 P-205 L C SHWT=51 l INSPECTION PORT INVout=54.80 1 DMH 001 INSPECTION PORT NOT TO SCALE ------_.---_ Q r INFILTRATION SYSTEM/1 - DMH 001 STORMTECH SC-740 'n (NODE P1)(52 CHAMBERS) NOT TO SCALE GROUND=59.10t Tn 1n - QLATE TOP STONE=57.60 P-511 ELEV=57.15 3"THICK F N °� to TOP PIPE=57.10 SHWT=50.68 WEA INV.PIPE=54.60 "HOPE i-510 INV.STONE=54.10 • (SEE BAFFLE/WEIR "5DPE I 96' ~ ---------------�=�-_------------------------- - t Y f - GO INSPECTION PORT DMH-012 I OS;�1 RIM=58.49 `-- INVIn=54.60(12"HEADER) 12"HDPE HEADER INV=54.60 RI 101 ''.,� INVout=54.50(P-503) HEADERRIM=58.55 P-204 90.5" INVout=55.35(P-201) ..� 0 i r 95.5" 1 I P-201 FRONT ELEVATION DMH 002 6'VINYL STOCKADE FENCE ,l ``__ 1 DMH 002 NOT TO SCALE P-503 CB-104 NOT TO SCALE O NOT TO SCALE _ CONCRETE COLLAR 18"MIN. '-�- PAVEMENT WIDTH ACCEPTABLE FILL MATERIALS CHAMBER SYSTEM#1(SC 740) STORMTECH SC-310 AND SC-740 CHAMBER SYSTEMS CONCRE E SLAB 8"MIN. IC KNESS CONCRETE COLLAR NOT REQUIRED . FOR UNPAVED APPLICATIONS SCALE 1=1 0' MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTIONMENSITY IL S1 12"NYOPLAST INLINE DESIGNATION DESIGNATION REQUIREMENT DRAIN BODY W/SOLID HINGED COVER OR GRATE PAVEMENT SUBGRADE, PAVEMENT SUBGRADE, PREPARE PER SPECIFICATIONS AND 4"SDR35 PVC PIPE DEPTHS)PER MATERIALS PER SPECIFICATIONS N/A N/A PLANS.PAVED INSTALLATIONS HAVE FLEXSTORM CATCH IT SPECIFICATIONS STRINGENT MATERIAL AND W/USE OF OPEN GRATE D PREPARATION REQUIREMENTS. 4"INSERTA TEE FILL MATERIAL FROM 1.50' GRANULAR WELL-GRADED 3,357,4,467,5,A-1 COMPACT IN 6"LIFTS TO A MINIMUM 95% INSERTA TEE TO BE ABOVE CHAMBERS TO SOIL/AGGREGATE MIXTURES, 56,5"6,67,68,A-2 STANDARD PROCTOR DENSITY.ROLLER CENTERED IN VALLET C BOTTOM OF PAVEMENT <35%FINES. 7,78,8,89,9,10 A3 GROSS VEHICLE WEIGHT NOT TO OF CORRUGATION SC-740 CHAMBER SUBGRADE EXCEED 12,000 LBS.DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. EMBEDMENT STONE WASHED ANGULAR STONE WITH 3,357,4,467, N/A NO COMPACTION REQUIRED SURROUNDING AND TO A THE MAJORITY OF PARTICLES 5,56,57 B 1.50'ELEVATION ABOVE BETWEEN%-2 INCH TOP=56.75 CHAMBERS BAFFLE WALL NOTE: I. BAFFLE WALLS TO BE SET 12"FOUNDATION STONE WASHED ANGULAR STONE WITH r154j461, N/A PLATE COMPACT OR ROLL TO WITH 3"X3"ALUMINUM A BELOW CHAMBERS THE MAJORITY OF PARTICLES ACHIEVE A 95%STANDARD ANGLES W/&"WEDGE BETWEEN'-2INCH PROCTOR DENSITY TYPICAL SC-740 4"INSPECTION PORT ANCHORS. 2.WALL TO BE SEALED WITH PLEASE NOTE:THE LISTED AASHTO DESIGNATIONS ARE FOR EX WATERPROOFING ON SIDES CONSEAL ON GRADATIONS ONLY.THE STONE MUST ALSO BE WASHED NOT TO SCALE ON SIDES& CRUSHED ANGULAR.FOR EXAMPLE,THE STONE MUST BE • BOTTOM. SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. 30" SEE DRAIN MANHOLE DETAIL STORMTECH GENERAL NOTES FOR STRUCTURE REQUIREMENTS NOTES: CHAMBER /NV.=5560 SYSTEM/1 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF (SC-740) ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP) 1.STORMTECH LLC("STORMTECH")REQUIRES 14"W x 3.5"H ORIFICE 59.1± CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". INSTALLING CONTRACTORS TO USE AND 6' A STONE ROUND D PMENT BERMETER MUST EEN RS UNDERSTAND STORMTECH'S LATEST ROWS AND ROU FOLLOW INSTRUC110NS AS INDICATED IN TH INSTALLATION INSTRUCTIONS PRIOR TO VARIES MOST CURRENT VERSION OF STORMTECH'S ' �.r' a,�:,,;;'"•; �'." STEPS,IF REQUIRED � 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH BEGINNING SYSTEM INSTALLATION. INSTALLATION INSTRUCTIONS. ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF STORMTECH OFFERS INSTALLATION 18"MAX O.C.AND ,, 1r.;.'•,,,.�, a.,D.a...` 2. 6"FROM JOINTS 96"O.. THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CONSULTATIONS TO INSTAWNG 7.BACKFIWNG OVER THE CHAMBERS MUST .«.... .p.. .. .. MAX. BOTTOM=54.25 :. :: ^:" ' - CHAMBERS". CONTRACTORS. CONTACT OUR TECHNICAL FOLLOW REQUIREMENTS INDICATED IN ....'.'.'.a.: SERVICE DEPARTMENT OR LOCAL THE MOST CURRENT VERSION OF :,.....,...'..... :....:.:.:......:::...:.. .<,..:,._.:...•.:.. ;..,..::..: ,:.:... ,: STORMTECH'S INSTALLATION INSTRUCTIONS. . BAFFLE/WEIR 3. MATERIAL AT10N TO :..............:.............,,,,.,,.... ,. .,.,.:.,.....:.........•...,..... ACCEPTABLE FILL MATERIALS TABLE ABOVE PROVIDES MATE DAYS PRIOR TO SYSTEM INSTALL w ,...:. 3 THICK CONCRETE '`• REQUIREMEN FOR FOUNDATION, MBEDME AND FILL STORMTECH'S INSTALLATION INSTRUCTIONS 57.60 CONSULTATION. OUR REPRESENTATIVES WATERTIGHT ORIFICE PLATE 5710 0o o� �000�00�,0 30�0 0� o.so TS ON,E NT,A CAN THEN ANSWER QUESTIONS OR ADDRESS FOR A TABLE OF ACCEPTABLE VEHICLE (WEIR PLATE MUST BE SEALED ALONG �c4��Uc4��U"c O MATERIALS. COMMENTS ON THE STORMTECH CHAMBER LOADS AT VARIOUS DEPTHS OF COVER. ALL JOINTS&EDGES) O OO��Oo0o��0 � OoO SYSTEM AND INFORM THE INSTALLING THIS INFORMATION IS ALSO AVAILABLE AT 3"THICK ORIFICE ''r ">� 0 CONTRACTOR OF THE MINIMUM INSTALLATION (SEE BAFFLE/WEIR DETAIL) WEAR PLATE ,� „ �,�qA^o�-. ,� ,� „ 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE WWW.STORMT H.COME: REQUIREMENTS BEFORE BEGINNING THE N TOP=56.75 B BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE RESPONSIBLECH,COM.THE CONTRACTOR IS .� (SEE BAFFLE/WEIR DETAIL) SYSTEM'S CONSTRUCTION. CALL RESPONSIBLE FOR PREVENTING VEHICLES RIM=58.49 0 0 6" o 0 0 12" SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH 860-529-8188 TO SPEAK TO A TECHNICAL THAT EXCEED STORMTECH'S REQUIREMENTS CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE SERVICE REPRESENTATIVE OR VISIT FROM TRAVELING ACROSS OR PARKING u� CONDITIONS. WWW.STORMTECH.COM TO RECEIVE A COPY OVER THE STORMWATER SYSTEM. CD 54.60 (1 OF OUR INSTALLATION INSTRUCTIONS. TEMPORARY FENCING,WARNING TAPE AND c� PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE 54.10 Oo�O�oc ODo00C/� z APPROPRIATELY LOCATED SIGNS ARE N 12"CRUSHED GRAVEL EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION 3,STORMTECH'S REQUIREMENTS FOR SYSTEMS COMMONLY USED TO PREVENT III _ WALLS. WITH PAVEMENT DESIGN(ASPHALT, UNAUTHORIZED VEHICLES FROM ENTERING IIIIII CONCRETE PAVERS,ETC.):MINIMUM COVER SENSITIVE CONSTRUCTION AREAS. 5.ONCE LAYER'C'IS PLACED,ANY SOIL ATERIAL CAN BE PLACED IS 24 INCHES NOT INCLUDING PAVEMENT; ° COMPACTED SUBGRADE 12"HOPE HEADER MAXIMUM COVER IS 6.5 FEET INCLUDING 9.THE CONTRACTOR MUST APPLY EROSION INV=54.60 IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT PAVEMENT.FOR INSTALLATIONS THAT DO AND SEDIMENT CONTROL MEASURES TO SC-740 END CAP NOT INCLUDE PAVEMENT,WHERE RUTTING PROTECT THE STORMWATER SYSTEM DURING SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL FROM VEHICLES MAY OCCUR,MINIMUM ALL PHASES OF SITE CONSTRUCTION PER 18"RCP(P-503) SHWT 51.57 REQUIREMENTS OF LAYER'C'OR V AT THE SITE DESIGN REQUIRED COVER IS 24 INCHES,MAXIMUM LOCAL CODES AND DESIGN ENGINEER'S INV=54.50 o AASHTO M288 CLASS 2 ENGINEER'S DISCRETION. COVER IS 6.5 FEET. SPECIFICATIONS. a NON-WOVEN GEOTEXTILE J ALL AROUND ANGULAR STONE 4.THE CONTRACTOR MUST REPORT ANY 10.STORMTECH PRODUCT WARRANTY IS LIMITED. DISCREPANCIES WITH CHAMBER FOUNDATION CONTACT STORMTECH FOR WARRANTY MATERIALS BEARING CAPACITIES TO THE INFORMATION. / OS#1 DESIGN ENGINEER. OUTLET STRUCTURE#1(OS#1) NOT TO SCALE TYPICAL SC-740 CROSS-SECTION 5.AASHTO M288 CLASS 2 NON-WOVEN o NOT TO SCALE NOT TO SCALE GEOTEXTILE(FILTER FABRIC)MUST BE USED z AS INDICATED IN THE PROJECT PLANS. Ln 0 z Q Ln Design:HCH I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. L Checked:EMP Scale: AS NOTED Project No.:24224 /-„OFM. Plan Name: DETAIL SHEET a Drawing Name:24224-PLAN.dwg /r�P� qS 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP �p q�c. 3 12/31/25 REVISED PER REVIEW COMMENTS EMP ID Jones & Beach Engineers, Inc. SURAJ LANDING D3 o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN ,,- ERIK M o PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE Io i POULIN ty? 2 11/25/25 REVISED PER REVIEW COMMENTS EMP Project: ). - MAP 34,LOTS 4 j ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE J_ No.57141 j'y? 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP 85 Portsmouth Ave. 603-772-4746 av1, Engineering Services PO Box 219 Owner of Record1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 12OF15 LL AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. `~�.,SfO �j. REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT NO.24224 26/26 OE " HEADER 0 �\ _ 12"HDPE HEADER CB 100 INV=65.70 RIM=70.40 3"THIC INVout=66.80(P-207) WE 3"THICK ORIFICE p_407 T12"HDPE HEADER WEAR PLATE INV=65.70 TOP=66.00 DMH 005 _' RIM=71.63 RIM=71.63 DMH 004 - INVin=55.70(12"HEADER) 1 RIM=70.57 SEDIMENT ISOLATION ROW INVin=65.70(12"HEADER) SEDIMENT ISOLATOR ROWJ INVin=85.80(P-514) s. INVout=65.70(12"HEADER) P-514 -INVout=65.70(HEADER X3) r SEDIMENT ISOLATOR ROW P-2 12"R 12"HOPE HEADER INV=65. HDPE HEADER INV=65.70 1- RI65.70 12"HOPE HEADER o }`I INV=65.70 OS 2 INFILTRATION SYSTEM#2 I R M#70.20 NOTDM o SCALE 004 DMH 005 STORMTECH SC-740 I =65.70(18"HEADER) NOT TO SCALE (NODE P2)(104 CHAMBERS) =M=65.70(18"HEADER) GROUND=70.20t N N INVout=65.60(P-508) TOP STONE=66.70 DMH 004 TOP PIPE=58.20 DMH 005 INV.PIPE=65.70 ELEV=63.01 INV.STONE=65.20 SHWT=61.34 NOT TO SCALE NOT TO SCALE I1 / ELEV=65.34, SHWT=61.67 ®ll P-508 I,[® 96' 20 MIL.IMPERMEABLE LINER DMH 013 CONCRETE COLLAR 18"MIN. PAVEMENT WIDTH CHAMBER SYSTEM#2(SC 740) CONCRE SLAB 8"MIN. ICKNESS r CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS SCALE 1"=10' I < ACCEPTABLE FILL MATERIALS H�� 12"NYOPLAST INLINE STORMTECH SC-310 AND SC-740 CHAMBER SYSTEMS DRAIN BODY W/SOLID HINGED COVER OR GRATE 0 MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY 4"SDR35 PVC PIPE DESIGNATION DESIGNATION REQUIREMENT FLEXSTORM CATCH IT W/USE OF OPEN GRATE PAVEMENT SUBGRADE, PAVEMENT SUBGRADE, PREPARE PER SPECIFICATIONS AND DEPTH(S)PER MATERIALS PER SPECIFICATIONS WA N/A PLANS.PAVED INSTALLATIONS HAVE 4"INSERTA TEE SPECIFICATIONS STRINGENT MATERIAL AND INSERTA TEE TO BE D PREPARATION REQUIREMENTS. CENTERED IN VALLEY OF CORRUGATION SC-740 CHAMBER FILL MATERIAL FROM 1.50' GRANULAR WELL-GRADED 3,357 4,467,5,A-1 COMPACT IN 6"LIFTS TO A MINIMUM 95% ABOVE CHAMBERS TO SOIL/AGGREGATE MIXTURES, 56,57,6,67,68,A-2 STANDARD PROCTOR DENSITY.ROLLER CBOTTOM OF PAVEMENT <35%FINES. 7,75,S,119,9,10 A-3 GROSS VEHICLE WEIGHT NOT TO SUBGRADE EXCEED 12,000 LBS.DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. EMBEDMENT STONE WASHED ANGULAR STONE WITH 3,357,4,467, N/A NO COMPACTION REQUIRED SURROUNDING AND TO A THE MAJORITY OF PARTICLES 5,56,57 B 1.50'ELEVATION ABOVE BETWEEN%-2 INCH CHAMBERS TYPICAL SC-740 4"INSPECTION PORT 12"FOUNDATION STONE WASHED ANGULAR STONE WITH �3,357',4,417, N/A PLATE COMPACT OR ROLLTOTOP=68.75 A BELOW CHAMBERS THE MAJORITY OF PARTICLES 5,5 57 ACHIEVE A 95%STANDARD NOT TO SCALE BAFFLE WALL NOTE, BETWEEN'''A-2 INCH PROCTOR DENSITY 1.BAFFLE WALLS TO BE SET WITH 3"x3"ALUMINUM ANGLES W/A"WEDGE PLEASE NOTE:THE LISTED AASHTO DESIGNATIONS ARE FOR ANCHORS. GRADATIONS ONLY.THE STONE MUST ALSO BE WASHED 2.WALL TO BE SEALED WITH CRUSHED ANGULAR.FOR EXAMPLE,THE STONE MUST BE SIKAFLEX WATERPROOFING SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. ON SIDES&CONSEAL ON NOTES: STORMTECH GENERAL NOTES BOTTOM, CHAMBER 30" SEE DRAIN MANHOLE DETAIL SYSTEM#2 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF FOR STRUCTURE REQUIREMENTS (SC-740) ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP) 1. STORMTECH LLC("STORMTECH")REQUIRES CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". INSTALLING CONTRACTORS TO USE AND 6.STONE PLACEMENT BETWEEN CHAMBERS 70.20t UNDERSTAND STORMTECH'S LATEST ROWS AND AROUND PERIMETER MUST INSTALLATION INSTRUCTIONS FOLLOW INSTRUCTIONS AS INDICATED IN THE'+ a 66.70 °°. „.;" . 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH BEGINNING SYSTEM INSTALLATION. TO MOST CURRENT VERSION OF STORMTECH'S a:--� ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF 2.STORMTECH OFFERS INSTALLATION INSTALLATION INSTRUCTIONS. 18"W x 5"H ORIFICE D 95, THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION VARIES STEPS,IF REQUIRED ° CONSULTATIONS TO INSTALLING 7.FOLLOWBACKFILLING OVER THE CHAMBERS MUST N1Ax. CHAMBERS". CONTRACTORS. CONTACT OUR TECHNICAL FOLLOW REQUIREMENTS AS INDICATED IN 18"MAX O.C.AND SERVICE DEPARTMENT OR LOCAL THE MOST CURRENT VERSION OF 6"FROM JOINTS STORMTECH REPRESENTATIVE AT LEAST 30 STORMTECH'S INSTALLATION INSTRUCTIONS. ~ BOTTOM=65.70 �/��J 3."ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL DAYS PRIOR TO SYSTEM INSTALLATION TO 66.70 MIN. LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION ARRANGE APRE-INSTALLATION 8.THE CONTRACTOR MUST REFER TO BAFFLE WEIR oo c o00 000 00 0o REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL CONSULTATION.OUR REPRESENTATIVES STORMTECH'S INSTALLATION INSTRUCTIONS 68.20 0 0 /000 000 0 ;0�0 0� o.so• CAN THEN ANSWER QUESTIONS OR ADDRESS FOR A TABLE OF ACCEPTABLE VEHICLE G°88OG°B�OG MATERIALS. COMMENTS ON THE STORMTECH CHAMBER LOADS AT VARIOUS DEPTHS OF COVER. N 3"THICK CONCRETE O(`r ?OOo��0o0o��OC '2�OOo0 SYSTEM AND INFORM THE INSTALLING THIS INFORMATION IS ALSO AVAILABLE AT WATERTIGHT ORIFICE PLATE 12"HOPE HEADER „ o, �,aop�� „ O „ „ 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE CONTRACTOR OF THE MINIMUM INSTALLATION STORMTECH'S WEBSITE: N (WEIR PLATE MUST BE SEALED ALONG INV=65.70 B BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE REQUIREMENTS BEFORE BEGINNING THE WWW.STORMTECH.COM.THE CONTRACTOR IS N6 ALL JOINTS&EDGES) 3"THICK ORIFICE SYSTEM'S CONSTRUCTION.CALL RESPONSIBLE FOR PREVENTING VEHICLES (SEE BAFFLE/WEIR DETAIL) WEAR PLATE o 0 6' o 0 0 12" SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH 860-529-8188 TO SPEAK TO A TECHNICAL THAT EXCEED STORMTECH'S REQUIREMENTS TOP=68.75 CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE SERVICE REPRESENTATIVE OR VISIT FROM TRAVELING ACROSS OR PARKING o (SEE BAFFLE/WEIR DETAIL) RIM=70.20 65.70 u�G A CONDITIONS. OF.STORMOUR INSTALLATION NINSTRUCTIONS.ORECEIVE ECII COPY OVER THE STORMWATER SYSTEM. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE TEMPORARY FENCING,WARNING TAPE AND f 65.20 OoD�o�� O�o0o0C A 12° APPROPRIATELY LOCATED SIGNS ARE N EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION 3.STORMTECH'S REQUIREMENTS FOR SYSTEMS COMMONLY USED TO PREVENT - - WALLS" WITH PAVEMENT DESIGN(ASPHALT, UNAUTHORIZED VEHICLES FROM ENTERING 12"CRUSHED GRAVEL - "' III II II II II - CONCRETE PAVERS,ETC.):MINIMUM COVER SENSITIVE CONSTRUCTION AREAS. 5.ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IS 24 INCHES NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 6.5 FEET INCLUDING 9.THE CONTRACTOR MUST APPLY EROSION 3 IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT PAVEMENT. FOR INSTALLATIONS THAT DO AND SEDIMENT CONTROL MEASURES TO o \,�L\. 20 MIL PVC IMPERMEABLE III i- J SC-740 END CAP LINER TO BE USED AROUND SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL NOT INCLUDE PAVEMENT,WHERE RUTTING PROTECT THE F SITE CONS SYSTEM DURING ~ COMPACTED SUBGRADE 12"HDPE HEADER PERIMETER OF STONE FROM VEHICLES MAY OCCUR,MINIMUM ALL PHASES OF SITE CONSTRUCTION PER SHWT 61.67 REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN REQUIRED COVER IS 24 INCHES,MAXIMUM LOCAL CODES AND DESIGN ENGINEER'S >_ INV=65.70 P-508 COVER IS 6.5 FEET. SPECIFICATIONS. r 18"HOPE AASHTO M288 CLASS 2 ENGINEER'S DISCRETION. a INV=65.60 NON-WOVEN ANGULAR STONE 4.THE CONTRACTOR MUST REPORT ANY 10.STORMTECH PRODUCT WARRANTY IS LIMITED. ALL AROUND ANGUL DISCREPANCIES WITH CHAMBER FOUNDATION CONTACT STORMTECH FOR WARRANTY m MATERIALS BEARING CAPACITIES TO THE INFORMATION. DESIGN ENGINEER. 5.AASHTO M288 CLASS 2 NON-WOVEN / OUTLET STRUCTURE#2(OS#2) NOT TO E TYPICAL SC-740 CROSS-SECTION GEOTEXTILE(FILTER FABRIC)MUST BE USED 0 AS INDICATED IN THE PROJECT PLANS. Q z NOT TO SCALE NOT TO SCALE a Ln Ln Design:H H I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP Checked:EMP Scale: AS NOTED Project No.:24224 `HOFk4 Plan Name: DETAIL SHEET Drawing Name:24224-PLAN.dwg ?y��P sq�R 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWN No. o THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN ems` ERIKM :yNf 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Jones & Beach Engineers, Inc. SURAJ LANDING oo! POULIN '�! - Project: MAP 34,LOTS 4 D4 PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). i 2 11/25/25 REVISED PER REVIEW COMMENTS EMP a 'I"�No.57141 fey;' 85 Portsmouth Ave. 603-772-4746 j ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE @ i` 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP Civil Engineering Services �._ PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 130F15 LL AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBEfSSroN REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM Owner of Record. 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JBE PROJECT N0.24224 /26/26 e SPECIFICATIONSSP£CIFIEATI{N True.ro tr _ r nonop Pale.1difil oil ft f h-t h d-d gef Pos--a ue.a a a fi sP u e dad u s a.neua€y m. ! GALN Galleon 11 one- d yn is s AVNAvenaire 2 Post Top-Apcst top plans audtenoncanbeprov'dodf rtoprrount unnnars Pate Top A 1-0 able pa cod in role e dnenq .,.....,n�. andin bracket A remo abl fn al is a•ailable for r sts remiV:ng cdii,nc patterns Area t Site Luminaire paned ._ b:' F p- .or sld mie nt runi n e arm as 2mbres. __ G h `o f th a r nr.f l r 8 d; a e- t the C S m e a t e..lor _ - Pole Cap.Pia t uset 1 Z o.d pet 2 n.QtF p Gp p...... --p_e a= y Zero Uptight Decorative Post Top Luminaire Structural Base Tn base t f 3 E u t-es- PG; FL3 h D" i.he Foie oPdame:"arches the _. R O:d d V h a 24 e�6.5ik t II S d rig n q P y-� re g d'Te 5 S in R e d T o shaft -€d- he=_t base ysgA _ tine Th p. _ts*.s teat treated uc a a temple,aft_."he _ _ �� H.bel A `er ed h ndu th g o..`ng provided aP Gross SaaPron S€.vctnna e?.eidrup S amat�[e�. - an i' ,.'.t rS1-. t,_ 4z f > Anchor BOI#5-An- ----. ----. ----. ----. easq If uA L it h by l. a d�S. the f t' a had I }} bolts•,rfo fo AS7ii tr+54 ride-5 ...ere Cross Section paten S L h r br ear cohere ly b ?ABS prcYided,,n hvC he mr.and ilia fil 4-ch.ce Bolts-al.,an Lend an --.-_�Menu i€ C Ell b inn I t All p;s bl tz d--sett a t SD z raetangular ne,end and are st ar-d A ni ri m m of_-on f threaded and hardho e.Handhole .s a e ° Ordering Information r�z f-hy/1 �, - ` Finish The standardi'rsh for the pose assembly and components s pc)star Mounting Details '—' Ill - Bas€c M p. ui base -ed film ADS pfa paivda aRai _.at o 8_Ridn..e,i,n Sinn,:S Spiv:*r.afons.Addi l§`3al Optical Distribution. 111 111110 pi`—i o- ! A dt=12 - pli h ding e-t c s a'verla le,upr:rednest. "te r= the daft square�-T, t- um ver,are to i rc.request. Product Specfcations v-Esi ,., ` -terac ive Men� � �( Energy and Performance Data r�eF � __�_ _ Handnoie Anchor Bolts-Arch cQrs n c ASTM F1554 Grad a and are •Ordering Information e-v2 ". -BABA -.'i _ -.. U _ Dimensional Details m = caPvoP Options�_` a e e d - ed .. 2 to d d - c Q ti0 _ Pro'+-id d h he S P n-@2t a H ,B .2 'L b Energy and Performance Data eagad-ta '." '..' "` --..,.... - F r Q- - {f:- -n, Alin t t I.a.e-e.,:a e ga.van zee a._tn�pa.e..a,ter stoat OF �® _ F. -, Hera € t g d h t th ter_ GpHGeI DiStt7at1Mt5 G _ -L n packages rangt3 from 3,300-102.7G0 bVavelinx LITE Wlreess - stars ass steer n u Access Door (3B4E€58W; VJavalinz PRO Wireless •17 pt Id'tna.ions - _ •Efficacy up to 178 LPVd AirNiash Wireless AdclL f- c c h P t G rime l P r ._:F-�_ ci-fic'tio--n. 1111110 Fail Base Cover -=c 1 PRO F.h t S,t .e av I bl pan re des:.See OPTICAL CONTROLS SHIPPING DATA _ _-,__,,[;- (Standard) rnep .,e.oaer n_-_.,e„�� _ Design Criteria n Pleas€:asinie Design Grans S-mAlication ter app,onate Gf ce t fight patented.hgh fl Accu LFO 3 'phd ep;ad-I I.na -pp at 4i4ant .b3 Sin h,Pole Mawrt Art, Pale o"IrngP desiy...ndnii.rs. Dp set,.ne agy ap.oris and.r eravestre�sm AL a a--.a a7 e b;o °-Pfi 0t c u ... 1_ 11 _m., . c+p€.cs ale ael"5 aG e 7 mmeng„ant n:eip-60n for •yanan S.ze'..42 8 x_5 5'x 25.5' �� '., i O IP6 l sated t le € f p- cwti d .Peat Sac 53 0 •S er elated Coke T"eras e(COT!c z o- t- K n x h I=es t-t legal .u rt P"t 2 � ��" � Dart Square•2T J CRl_n [GK 309GK 4G 50OCK Optional4P h g E 3e efor �� IDpaonaf) O CPI:OQOs 00rK t f toard ss o,•rtt..Air-and ;- WARRANTY to--nldl_fe fnendl,an;EoGsenaiery e a em drl.erG applications -Oprenal.AN8Antennae,,°�aMHa) e...��..��.Y.._zc,gc_3= •D aI 50d i ire shtela_ _a hor spirt COMPLIANCE - rt•t chn(dr e.Lei 1y- 4leets ANSI C.35.=5`p;IFSE Datical€:nclewra Dimensional e = � ----._-.- Single piece rap e-,c—re sh[e ds sire . - �.3 ♦ I _ ,.,,,,, M.hi pec co a bl err:eatp- `" S rely fsE. Y!o r 5 " _ ' at AEdSIG 5 t5 I e td �-.- f _ ,a pl r ELECTRICAL t .ana d st •- _..,,,,> � ,urr r+a re_�.a.°orb�cKe._. Meets ANSI Cl �.l b d nd •,zb"ruts]ads.n.v ana 4sov aD b+�Hp n.e 1 S[nd G1 Lid 7 Pic AST pal 54ers l Y h re,fim eP3ny'-of _ LL T +s_.`..xam.."-••'�6` 1 Ok nd nkV p a ci e„t 1_._n ge,.es P F&f than standard-•io h and lie`xs Desk Sky G..pila'tt is up to[`^Cr --=i t.�;,`DlA •Staad_.:3 rearren tenrtmel back 8A ne-o re-e option let BAA AS ORDERED NOTES Sudan`.( c x'n-40`et-4c`%a;rhiert et rtga scrsufr tee t,51 e It P e�eocea 1. ALL PIPE FITTINGS TO BE D.I.CLASS `"'-°tv earn i rn e€ at D - MIN.AS ORDERED 52, PHYSICAL CHARACTERISTICS WAs d g c sire tl ng€t•1BAA 2. HYDRANT TO BE PAINTED AT FACTORY •H,=y-�utdca s-,niAemhxst,,n, sfarl4sacamp Ca�e s,as°cts :-ff ROAD OR R.O.W. HYDRANT ARKER PER id aril aDte acvr tt•BAA des g o a c T f t d in the �• WATER DEPA RTMENT TO TOWN APPROVED COLORS. To., a asi es_ a US t'.:e BAAe Saxe t _ef_r Dome Top I 3. MECHANICAL JOINTS SHALL HAVE g°• •u-t via ofrpi-e.Tc er t ortrc"e prod ":hh Round Trm PUMPER N ZZLE MEGALUG RETAINING GLANDS AS MADE ngte st_`.'ass tee c_.et as€e,er p il- d pt tRABA �+l.H.to lair lM1 nt W TO FACES EET BY EBBA OR APPROVED EQUAL. a imgstpr as,d rd cD.teen D m n Pr_`ete H gotta -uamhibis s D uaaaia trill Z I AT 90' 4. STEAMER NOZZLE TO BE"STORCH" and eh—a in.tcm_.arnieus steel a=:en head e.tliag umFe to weper Lightrg Q,mirti-, t«mare art.1ieafata dire- J I TYPE. t a -d q'e Engtn g nd MIN.l'—O"OR A! P,im amw ant €i 5 N at o s31 41a €u c can B Efe t t 2 AS ORDERED 5. NATIONAL STANDARD THREAD. q D to pad a u t th ml - c a-ec t so=s tt w m 6. HYDRANT MUST COMPLY WITH ALL th i fo s p lea billy and d ras ashca t'}a s a t P ce to to=Wore a VALVE ATE BOX DEPARTMENT OF PUBLIC WORKS •Siand"eaters able one;,track a-c park •t con.Ca tea en shop d eparately may ow BREAK—AWAY 3 STANDARDS. Perham,g*ap5 t rrer l ic,hart€ra green,and „e separately li ey ed sure d.,mesuc preference a'FLANGE(3"MAX. I FINISH GRADE ,hire.Addivvnat2ALsaturnutn7ersavatlab'-.e requrcomeme ABOVE GROUND) VAL BOX W/BASE CLASS'C'CONCRETE UUM _ tea -� ro FOR TEE THRUST BLOCK VA L ANCHO G Axeent GWC Galleon Wall s"GATE TEE o Wall Mount Lumina"e ad'`"` VALVE Wall Mount Luminaire "''-��_ n �mdu=t Cenuficaluon&t-eatu.�,�- i -z :- j, CONCRETE <. •• t -- a=§'®k' THRUST BLOCK C� L:•x:i,•-,",,',:its,-' 4. _4 r - rl.. ei'- 3/4"STONE E&WATER TREE PIT .�_.=_�t<_ r ® «�.�- -o d g mtorm t rhYlt Q 12"x12"CONC.BLOCK MAIN HARDWOOD STAKES •P d et Spec f t - -Y�YfY •MiScrnginfarmatan,.e a�� 'OpticalCon`guraton5°= HYDRANT INSTALLATION OR DEADMAN •Mounting Details.a -� •Product Specficadons e„ro= -..- •Energy and Performance Data:,:_. ROOT BALL �2 INCH DIAMETER •Energyand Performance Data < •Control Options tom, BLACK REINFORCED •Control Optip s ter; NOT TO SCALE GUYW4REP�L RUBBER HOSE(ABOVE 1/2 INCH DIAMETER BLACK FIRST BRANCH) --..t.:c ..0 _€ _ HARDWOOD STAKES REINFORCED RUBBER HOSE -Choicef ticr[een hah effigy ency,patented '= OR DEADMAN(TYP) /Acc LED optics •W L Pea w mlossTHREE STRANDS OF#10 D-ussrdand nvened:valimountingcenfg-tines Wa"alLITEdiieless GAUGE TWISTED " g -nee tens -Eiahr€omen packages from a215up to 17,055 TREE PIT THREE STRANDS OF#10 / GALVANIZED STEEL WIRE A aliable n12W IIBW(1800 15000 lumens)models •Wavel-inx PRO Wi€ales -Eff upt 154I mers per watt GAUGE TWISTED Full cutoff and refractive lens models available •WaveLrnx LITE Wireless GALVANIZED STEEL WIRE •Energy and maintenance savings up to 95% _.:., ,,,�._,___ ROOT BALL 2"X2"X8'HARDWOOD compared to HID STAKE 3 STAKES PER Energy efficient illumination results in up to 177LPW ""w� GUY WIRE Replaces 70W up t©450W HID equivalents PLAN TREE)TIGHTEN AS SHOWN :a'= TRUNK FLARE SHALL BE SET we nn civc.an a� eacrvcrrs�xrn�.rA�r� PLAN 2"ABOVE THE ESTABLISHED FINISHED GRADE TREE SHALL BE SET r UNTIE AND CUT AWAY PLUMB,AFTER BURLAP FROM 1Y OF ROOT�E SETTLEMENT a PLANT 1 INCH ABOVE BALL(MIN);IF SYNTHETIC WRAP(IS USED, REMOVE 3"PINE BARK MULCH ON T� SURROUNDING GROUND COMPLETELY WEED FABRIC.DO NOT PLACE TRUNK FLARE SHALL BE 8"-12"COMPACTED MULCH WITHIN 3"OF TRUNK UNSCREENED TOPSOIL SET 2"ABOVE THE 3"PINE BARK MULCH ESTABLISHED FINISHED o - - w �.«..... ON WEED FABRIC.DO NOT REQUIRED WHERE GRADE.SIT ROOT BALL SUBGRADE MATERIALS w COVER STEMS OR TRUNK. PLANT BACKFILL 2"x 2"HARDWOOD STAKE OR ARE ROCK AND GRAVEL DIRECTLY ON UNDISTURBED MIXUNTIE AND CUT AWAY BURLAP SOILURE MIXTU EPBYRFOOT l TIGHTENNAS3SHOWNS PER TREE) SOIL a, FROM 1/3 OF ROOT BALL(MIN); WITHOUT DAMAGING 3"PINE BARK N IF SYNTHETIC WRAP IS USED, ROOT BALL i EXISTING OR MULCH,DO NOT N REMOVE COMPLETELY COMPACTED PLACE MULCH WITHIN SUBGRADE 3"OF TRUNK SLOPE SOIL TO FORM SAUCER 6'' 3" 3" � � I,I / SLOPE SOIL TO FORM g 3"HIGH SAUCER. CD PLANT BACK FILL MIXTURE N Ys COMPOST,%LOAM) //=- SLOPE SOIL TO FORM SAUCER / /��/• PLANT BACK FILL MIXTURE EXISTING OR COMPACTED SUBGRADE AND TAMP FIRM BY FOOT SIT ROOT \ \\WITHOUT DAMAGING ROOT 3 \\ � �\ DIRECTLY ON LL \�%\\�r .' /�\//�\�/�BALL \�%��%� �%��%�� \`\��%��%\�%��\ / UNDISTURBED SOIL � ACTED \/�\�/\�/�/\ �/\�/\�/\�/\�///i� UNSCREENED TOPSOIL REQUIRED 8"-12"COMPACTED ��///�i��i�/i�/i�i,./z 18„ ��i/j��/�//\�%i��%��%;�%��%i��i/��\•/\i UNTIE AND CUT //////////// WHERE SUBGRADE MATERIALS UNSCREENED TOPSOIL REQUIREDEXISTING OR AWAY BURLAP FROM Q ��`�'� ARE ROCK AND GRAVEL WHERE SUBGRADE MATERIALS COMPACTED SUBGRADE 1/3 OF ROOT BALL ARE ROCK AND GRAVEL HOLE-THREE TIMES ROOTBALL DIAMETER, (MIN);IF SYNTHETIC m HOLE-THREE TIMES ROOT BALL DIAMETER `LOOSEN ROOTS AT THE OUTER WITH SLOPED SIDES WRAP IS USED, % WITH SLOPED SIDES HOLE-TH WITHnSLOPED SIDES DIAMETER REMOVE COMPLETELY EDGE OF ROOT BALL OF corlrnwER GROWN SHRUBS. EVERGREEN PLANTING TREE PLANTING FOR TREES UNDER 4"CALIPER Q SHRUB PLANTING � � z NOT TO SCALE NOT TO SCALE NOT TO SCALE Ln I- Design:HCH I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING No. L Checked:EMP Scale: AS NOTED Project No.:24224 - - Plan Name: DETAIL SHEET a Drawing Name:24224-PLAN.dwg pll1�FM4SJ 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP _ Jones & Beach Engineers Inc. SURAJ LANDING THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN %olz.?; ERI �9v 3 12/31/25 REVISED PER REVIEW COMMENTS EMP Project: MAP 34,LOTS 4 D� PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). �( PO LIN dry+: 2 11/25/25 REVISED PER REVIEW COMMENTS EMP -i- 85 Portsmouth Ave. 603-772-4746 �'�iv No.57141 ,ih' 1 10/21/25 REVISED PER TOWN PLANNER COMMENTS EMP Civil Engineering Services ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE 1, t PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 14OF15 Il AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO JBE. o�' �' REV. DATE REVISION BY Stratham,NH 03885 E-Mail:JBE@JONESANDBEACH.COM Owner of Record. �sroNAL " 35 WEBSTER STREET APARTMENT 302 EAST BOSTON MA 02128 JIBE PROJECT N0.24224 26/26 SEEDING SPECIFICATIONS TEMPORARY EROSION CONTROL NOTES CONSTRUCTION SEQUENCE 1.GRADING AND SHAPING 1. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME.AT NO TIME SHALL AN AREA IN EXCESS OF 5 ACRES BE EXPOSED AT ANY ONE TIME BEFORE DISTURBED AREAS ARE STABILIZED. 1. PRIOR TO THE START OF ANY ACTIVITY,A PRE CONSTRUCTION MEETING IS TO BE HELD WITH ALL DEPARTMENT HEADS PRIOR TO THE START OF A. SLOPES SHALL NOT BE STEEPER THAN 2:1 WITHOUT APPROPRIATE EROSION CONTROL CONSTRUCTION. MEASURES AS SPECIFIED ON THE PLANS(3:1 SLOPES OR FLATTER ARE PREFERRED). 2. EROSION,SEDIMENT AND DETENTION MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS AND AT LOCATIONS AS REQUIRED,DIRECTED BY THE ENGINEER. B. WHERE MOWING WILL BE DONE,3:1 SLOPES OR FLATTER ARE RECOMMENDED. 2. WETLAND BOUNDARIES ARE TO BE CLEARLY MARKED PRIOR TO THE 3. ALL DISTURBED AREAS SHALL BE RETURNED TO PROPOSED GRADES AND ELEVATIONS.DISTURBED AREAS SHALL BE LOAMED WITH A MINIMUM OF 6"OF SCREENED ORGANIC LOAM AND SEEDED WITH SEED MIXTURE V START OF CONSTRUCTION.AT LEAST A TEMPORARY CULVERT OR 2.SEEDBED PREPARATION AT A RATE NOT LESS THAN 1.10 POUNDS OF SEED PER 1,000 S.F.OF AREA(48 LBS./ACRE). ROADBED TO BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. A. SURFACE AND SEEPAGE WATER SHOULD BE DRAINED OR DIVERTED FROM THE SITE TO 4. SILT FENCES AND OTHER BARRIERS SHALL BE INSPECTED EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 0.5"OR GREATER.ALL DAMAGED AREAS SHALL BE REPAIRED,AND SEDIMENT INSERT 1'REBAR FOR BAG 3. CUT AND REMOVE TREES IN CONSTRUCTION AREA AS REQUIRED OR PREVENT DROWNING OR WINTER KILLING OF THE PLANTS. DEPOSITS SHALL PERIODICALLY BE REMOVED AND DISPOSED OF. REMOVAL FROM INLET DIRECTED. B. STONES LARGER THAN 4 INCHES AND TRASH SHOULD BE REMOVED BECAUSE THEY INTERFERE (REBAR NOT INCLUDED) WITH SEEDING AND FUTURE MAINTENANCE OF THE AREA.WERE FEASIBLE,THE SOIL SHOULD 5. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED,THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND THE AREA DISTURBED BY THE REMOVAL SMOOTHED AND RE-VEGETATED. 4. INSTALL SILT FENCING,HAY BALES AND CONSTRUCTION ENTRANCES PRIOR BE TILLED TO A DEPTH OF ABOUT 4 INCHES TO PREPARE A SEEDBED AND FERTILIZER AND TO THE START OF CONSTRUCTION.THESE ARE TO BE MAINTAINED UNTIL LIME MIXED INTO THE SOIL.THE SEEDBED SHOULD BE LEFT IN A REASONABLY FIRM AND 6. AREAS MUST BE SEEDED AND MULCHED OR OTHERWISE PERMANENTLY STABILIZED WITHIN 3 DAYS OF FINAL GRADING,OR TEMPORARILY STABILIZED WITHIN 14 DAYS OF THE INITIAL DISTURBANCE OF SOIL.ALL AREAS CURB OPENING THE FINAL PAVEMENT SURFACING AND LANDSCAPING AREAS ARE SMOOTH CONDITION.THE LAST TILLAGE OPERATION SHOULD BE PERFORMED ACROSS THE SHALL BE STABILIZED WITHIN 45 DAYS OF INITIAL DISTURBANCE. ESTABLISHED. SLOPE WHEREVER PRACTICAL. 7. ALL PROPOSED VEGETATED AREAS THAT DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE GROWTH BY OCTOBER 15,OR WHICH ARE DISTURBED AFTER OCTOBER 15,SHALL BE STABILIZED BY SEEDING AND 5. CLEAR,CUT,GRUB AND DISPOSE OF DEBRIS IN APPROVED FACILITIES. INSTALLING NORTH AMERICAN GREEN S75 EROSION CONTROL BLANKETS(OR AN EQUIVALENT APPROVED IN WRITING BY THE ENGINEER)ON SLOPES GREATER THAN 3:1,AND SEEDING AND PLACING 3 TO 4 TONS OF THIS INCLUDES ANY REQUIRED DEMOLITION OF EXISTING STRUCTURES, 3.ESTABLISHING A STAND MULCH PER ACRE,SECURED WITH ANCHORED NETTING,ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETS OR MULCH AND NETTING SHALL NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZEN UTIUTIES,ETC. A. LIME AND FERTILIZER SHOULD BE APPLIED PRIOR TO OR AT THE TIME OF SEEDING AND GROUND AND SHALL BE COMPLETED IN ADVANCE OF THAW OR SPRING MELT EVENTS. INCORPORATED INTO THE SOIL TYPES AND AMOUNTS OF LIME AND FERTILIZER SHOULD BE OPTIONAL OVERFLOW FOAM DEFLECTOR 6. CONSTRUCT AND/OR INSTALL TEMPORARY OR PERMANENT SEDIMENT BASED ON AN EVALUATION OF SOIL TESTS.MEN A SOIL TEST IS NOT AVAILABLE,THE 8. ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVE GROWTH BY OCTOBER 15,OR WHICH ARE DISTURBED AFTER OCTOBER 15,SHALL BE STABILIZED TEMPORARILY WITH STONE OR AND/OR DETENTION BASIN(S)AS REQUIRED. THESE FACILITIES SHALL BE FOLLOWING MINIMUM AMOUNTS SHOULD BE APPLIED: EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS. INSTALLED AND STABILIZED PRIOR TO DIRECTING RUN-OFF TO THEM. AGRICULTURAL LIMESTONE,2 TONS PER ACRE OR 100 LBS.PER 1.000 SQ.FT. 9. AFTER OCTOBER 15th,INCOMPLETE ROAD OR PARKING SURFACES,WHERE WORK HAS STOPPED FOR THE WINTER SEASON,SHALL BE PROTECTED WITH A MINIMUM OF 3-OF CRUSHED GRAVEL PER MASSDOT ITEM 304.3. ®� 7. RAZE EXISTING BUILDING.THIS IS TO BE DONE IN ACCORDANCE FOR ALL NITROGEN(N),50 LBS.PER ACRE OR 1.1 LBS.PER 1,000 SQ.FT. SILTSACK FEDERAL AND STATE STANDARDS. PHOSPHATE(P205),100 LBS.PER ACRE OR 2.2 LBS.PER 1,000 SQ.FT. 10.AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED: POTASH(K20),100 LBS.PER ACRE OR 2.2 LBS.PER 1,000 SQ.FT. DUMP LOOPSOe ry 8. STRIP LOAM AND PAVEMENT,OR RECLAIM EXISTING PAVEMENT WITHIN a.BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED; (REBAR NOT INCLUDED) LIMITS OF WORK PER THE RECOMMENDATIONS OF THE PROJECT ENGINEER (NOTE:THIS IS THE EQUIVALENT OF 500 LBS.PER ACRE OF 10-20-20 FERTILIZER OR 1,000 AND STOCKPILE EXCESS MATERIAL.STABILIZE STOCKPILE AS NECESSARY. LBS.PER ACRE OF 5-10-10.) b.A MINIMUM OF 85%VEGETATED GROWTH HAS BEEN ESTABLISHED; B. SEED SHOULD BE SPREAD UNIFORMLY BY THE METHOD MOST APPROPRIATE FOR THE SITE. 9. PERFORM PRELIMINARY SITE GRADING IN ACCORDANCE WITH THE PLANS, METHODS INCLUDE BROADCASTING,DRILLING AND HYDROSEEDING.WERE BROADCASTING IS c.A MINIMUM OF 3"OF NON-EROSIVE MATERIAL SUCH STONE OR RIPRAP HAS BEEN INSTALLED;OR INCLUDING THE CONSTRUCTION OF ANY RETAINING WALLS AND RIP RAP USED,COVER SEED WITH.25 INCH OF SOIL OR LESS,BY CULTIPACKING OR RAKING. SLOPES. C. REFER TO THE'SEEDING GUIDE'AND'SEEDING RATES'TABLES ON THIS SHEET FOR d.EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. 4V 10. PREPARE BUILDING PAD(S)TO ENABLE BUILDING CONSTRUCTION TO BEGIN. APPROPRIATE SEED MIXTURES AND RATES OF SEEDING. ALL LEGUMES(CROWNVETCH. 11. FUGITIVE DUST CONTROL IS REQUIRED TO BE CONTROLLED IN ACCORDANCE WITH NORTH ANDOVER BYLAW 195-5.7 E.AND THE PROJECT IS TO MEET THE REQUIREMENTS AND INTENT OF MASS WILDLIFE HABITAT BIRDSFOOT,TREFOIL AND FLATPEA)MUST BE INOCULATED WITH THEIR SPECIFIC INOCULANT PROGRAM RELATIVE TO INVASIVE SPECIES. �4 11. INSTALL THE SEWER AND DRAINAGE SYSTEMS FIRST,THEN ANY OTHER PRIOR TO THEIR INTRODUCTION TO THE SITE. 4 UTIUTIES IN ACCORDANCE WITH THE PLAN AND DETAILS.ANY CONFLICTS D. WHEN SEEDED AREAS ARE MULCHED,PLANTINGS MAY BE MADE FROM EARLY SPRING TO 12.PRIOR TO BEGINNING CONSTRUCTION,THE CONTRACTOR'S NAME,ADDRESS,AND PHONE NUMBER SHALL BE SUBMITTED TO MADEP VA EMAIL • BETWEEN UTILITIES ARE TO BE RESOLVED WITH THE INVOLVEMENT AND EARLY OCTOBER. MEN SEEDED AREAS ARE NOT MULCHED,PLANTINGS SHOULD BE MADE APPROVAL OF THE ENGINEER. FROM EARLY SPRING TO MAY 20th OR FROM AUGUST 10th TO SEPTEMBER let. 13.PRIOR TO CONSTRUCTION,A PHASING PLAN THAT DELINEATES EACH PHASE OF THE PROJECT SHALL BE SUBMITTED.ALL TEMPORARY SEDIMENT BASINS THAT WILL BE NEEDED FOR DEWATERING WORK AREAS SHALL BE LOCATED AND IDENTIFIED ON THIS PLAN. 4 12. INSTALL INLET PROTECTION AT ALL CATCH BASINS AS THEY ARE 4.MULCH CONSTRUCTED IN ACCORDANCE WITH DETAILS. 14.IN ORDER TO ENSURE THE STABILITY OF THE SITE AND EFFECTIVE IMPLEMENTATION OF THE SEDIMENT AND EROSION CONTROL MEASURES SPECIFIED IN THE PLANS FOR THE DURATION OF CONSTRUCTION,THE A. HAY,STRAW,OR OTHER MULCH,WHEN NEEDED,SHOULD BE APPLIED IMMEDIATELY AFTER CONTRACTOR SHALL BE IN STRICT COMPLIANCE WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS IN ADDITION TO THOSE CALLED FOR IN THE SWPPP: 13. ALL SWALES AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED AND SEEDING. STABILIZED PRIOR TO HAVING RUN-OFF DIRECTED TO THEM. B. MULCH WILL BE HELD IN PLACE USING APPROPRIATE TECHNIQUES FROM THE BEST a.A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL QR A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MASSACHUSETTS(*MONITOR")SHALL BE EMPLOYED TO INSPECT THE SITE FROM THE MANAGEMENT PRACTICE FOR MULCHING.HAY OR STRAW MULCH SHALL BE PLACED AT A RATE START OF ALTERATION OF TERRAIN ACTIVITIES UNTIL THE SITE IS IN FULL COMPLIANCE WITH THE SITE SPECIFIC PERMIT(-PERMIT-). * 14. DAILY,OR AS REQUIRED,CONSTRUCT TEMPORARY BERMS,DRAINAGE OF 90 LBS PER 1000 S.F. NOTES: DITCHES,CHECK DAMS,SEDIMENT TRAPS,ETC.,TO PREVENT EROSION ON b.DURING THIS PERIOD,THE MONITOR SHALL INSPECT THE SUBJECT SITE AT LEAST ONCE A WEEK,AND IF POSSIBLE,DURING ANY X INCH OR GREATER RAIN EVENT(I.E.'1h INCH OF PRECIPITATION OR MORE THE SITE AND PREVENT ANY SILTATION OF ABUTTING WATERS AND/OR 5.MAINTENANCE TO ESTABLISH A STAND WITHIN A 24 HOUR PERIOD).IF UNABLE TO BE PRESENT DURING SUCH A STORM,THE MONITOR SHALL INSPECT THE SITE WITHIN 24 HOURS OF THIS EVENT. 1.TO INSTALL SILTSACK IN THE CATCH BASIN,REMOVE THE GRATE AND PLACE THE SACK IN THE PROPERTY. A. PLANTED AREAS SHOULD BE PROTECTED FROM DAMAGE BY FIRE,GRAZING,TRAFFIC,AND OPENING. HOLD APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE FRAME.THIS IS THE DENSE WEED GROWTH. c.THE MONITOR SHALL PROVIDE TECHNICAL ASSISTANCE AND RECOMMENDATIONS TO THE CONTRACTOR ON THE APPROPRIATE BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROLS REQUIRED TO AREA OF THE LIFTING STRAPS. REPLACE THE GRATE TO HOLD THE SACK IN PLACE. 15. PERFORM FINAL FINE GRADING,INCLUDING PLACEMENT OF'SELECT B. FERTILIZATION NEEDS SHOULD BE DETERMINED BY ONSITE INSPECTIONS.SUPPLEMENTAL MEET THE REQUIREMENTS OF RSA 485 A:17 AND ALL APPLICABLE DES PERMIT CONDITIONS. SUBGRADE MATERIALS. 2.THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN THE RESTRAINT CORD IS NO LONGER FERTILIZER IS USUALLY THE KEY TO FULLY COMPLETE THE ESTABLISHMENT OF THE STAND VISIBLE. 16. PAVE ALL PARKING LOTS AND ROADWAYS WITH INITIAL'BASE COURSE'. BECAUSE MOST PERENNIALS TAKE 2 TO 3 YEARS TO BECOME FULLY ESTABLISHED. C. IN WATERWAYS,CHANNELS,OR SWALES WHERE UNIFORM FLOW CONDITIONS ARE ANTICIPATED, 3.TO REMOVE SILTSACK,TAKE TWO PIECES OF 1"DIAMETER REBAR AND PLACE THROUGH THE 17. PERFORM ALL REMAINING SITE CONSTRUCTION(i.e.BUILDING,CURBING, ANNUAL MOWING MAY BE NECESSARY TO CONTROL GROWTH OF WOODY VEGETATION. LIFTING LOOPS ON EACH SIDE OF THE SACK TO FACIUTATE THE LIFTING OF SILTSACK. UTIUTY CONNECTIONS,ETC.). 4.TO EMPTY SILTSACK,PLACE UNIT WHERE THE CONTENTS WILL BE COLLECTED.ECTED. PLACE THE REBAR 18. LOAM AND SEED ALL DISTURBED AREAS AND INSTALL ANY REQUIRED THROUGH THE LIFT STRAPS(CONNECTED TO THE BOTTOM OF THE SACK)AND UFT. THIS WILL SEDIMENT AND EROSION CONTROL FACILITIES(i.e.RIP RAP,EROSION TURN THE SILTSACK INSIDE OUT AND EMPTY THE CONTENTS. CLEAN OUT AND RINSE. RETURN CONTROL BLANKETS,ETC.). MODERATELY SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE BASIN. SEEDING WELL WELL POORLY USE MIXTURE l/ DROUGHTY DRAINED DRAINED DRAINED 5.SILTSACK IS REUSABLE.ONCE THE CONSTRUCTION CYCLE IS COMPLETE,REMOVE SILTSACK FROM 19. FINISH PAVING ALL ROADWAYS AND PARKING AREAS WITH'FINISH' THE BASIN AND CLEAN. SILTSACK SHOULD BE STORED OUT OF THE SUNLIGHT UNTIL NEEDED ON COURSE. STEEP CUTS AND A FAIR GOOD GOOD FAIR POUNDS POUNDS PER ANOTHER PROJECT. FILLS,BORROW B POOR GOOD FAIR FAIR MIXTURE PER ACRE 1,000 So.Ft.. 20.ALL ROADWAYS AND PARKING LOTS SHALL BE STABILIZED WITHIN 72 AND DISPOSAL c POOR GOOD EXCELLENT GOOD SILTSACK INLET SEDIMENT CONTROL DEVICE HOURS OF ACHIEVING FINISHED GRADE. AREAS A.TALL FESCUE 20 0.45 21. ALL CUT AND FILL SLOPES SHALL BE SEEDEDAOAMED WITHIN 72 HOURS RED TOP 2 0.05 D FAIR EXCELLENT EXCELLENT POOR CREEPING RED FESCUE 20 0.45 TYPE A-WITH CURB DEFLECTOR OF ACHIEVING FINISHED GRADE. WATERWAYS,EMERGENCY A GOOD GOOD GOOD FAIR TOTAL 42 0.95 SPILLWAYS,AND OTHER c GOOD EXCELLENT EXCELLENT FAIR NOT TO SCALE 22.COMPLETE PERMANENT SEEDING AND LANDSCAPING. CHANNELS WITH B.TALL FESCUE 15 0.35 FLOWING WATER. CREEPING RED FESCUE 10 0.25 23.REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SEEDING AREAS CROWN VETCH 15 0.35 HAVE BEEN 75%-85%ESTABLISHED AND SITE IMPROVEMENTS ARE LIGHTLY USED PARKING A GOOD GOOD GOOD FAIR OR COMPLETE.SMOOTH AND RE-VEGETATE ALL DISTURBED AREAS. LOTS,ODD AREAS, B GOOD GOOD FAIR POOR FLAT PEA 30 0.75 24.CLEAN SITE AND ALL DRAINAGE STRUCTURES,PIPES AND SUMPS OF ALL UNUSED LANDS,AND c GOOD EXCELLENT EXCELLENT FAIR TOTAL 40 OR 55 0.95 OR 1.35 SILT AND DEBRIS. LOW INTENSITY USE RECREATION SITES. C.TALL FESCUE 20 0.45 25.INSTALL ALL PAINTED PAVEMENT MARKINGS AND SIGNAGE PER THE CREEPING RED FESCUE 20 0.45 PLANS AND DETAILS. PLAY AREAS AND E FAIR EXCELLENT EXCELLENT 2 BIRDS FOOT TREFOIL 8 0.20 ATHLETIC FIELDS. F FAIR EXCELLENT EXCELLENT 2!� TOTAL 1.10 (TOPSOIL IS ESSENTIAL - 26.ALL EROSION CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER EVERY FOR GOOD TURF.) D.TALL FESCUE 20 0.45 HALF-INCH OF RAINFALL FLAT PEA 30 0.75 27.UPON COMPLETION OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE GRAVEL PIT,SEE NH-PM-24 IN APPENDIX FOR RECOMMENDATION REGARDING RECLAMATION OF SAND TOTAL _30-- 1.2D CONTRACTOR TO NOTIFY ANY RELEVANT PERMITTING AGENCIES THAT THE AND GRAVEL PITS. CONSTRUCTION HAS BEEN FINISHED IN A SATISFACTORY MANNER. 1 REFER TO SEEDING MIXTURES AND RATES IN TABLE BELOW. E.CREEPING RED FESCUE_t_/ 50 1.15 2�POORLY D KENTUCKY BLUEGRASS 1Z 50 1.15 RAINED SOILS ARE NOT DESIRABLE FOR USE AS PLAYING AREA AND ATHLETIC FIELDS. TOTAL 100 2.30 NOTE:TEMPORARY SEED MIX FOR STABILIZATION OF TURF SHALL BE WINTER RYE OR OATS AT A RATE OF 2.5 LBS.PER 1000 S.F.AND SHALL BE PLACED PRIOR TO OCTOBER 15th,IF PERMANENT SEEDING NOT F.TALL FESCUE 1 150 3.60 YET COMPLETE. 50'MINIMUM 1-/FOR HEAVY USE ATHLETIC FIELDS CONSULT THE UNIVERSITY OF SEEDING GUIDE NEW HAMPSHIRE COOPERATIVE EXTENSION TURF SPECIALIST FOR 1 (75 W/O MOUNTABLE BERM) EXISTING CURRENT VARIETIES AND SEEDING RATES. 1 3'J PAVEMENT SEEDING RATES TM1\N\1X\ EXISTING GROUND 6"MIN. \-MOUNTABLE AREA OF EMBANKMENT dAp BERM(OPTIONAL) CONSTRUCTION OR ANY MAXIMUM RECOMMENDED WOVEN GEOTEXTILE DISTURBED AREA TO BE UNCONTROLLED SLOPE LENGTH FILTER FABRIC PROFILE STABILIZED(UPHILL) GEOTEXTILE FENCE WITH DISTURBED AREA BLOWN/PLACED FILTER MEDIAT 11 X 1"X 36"WOODEN STAKES PLACED 6'D.C. PROPEX-SILT STOP SEDIMENT (UPHILL) I FILTREXXO SILT SOXXT�(12"TYPICAL) eo CONTROL FABRIC OR C0NT0URUNFS___- APPROVED EQUAL -------------------------- WORK AREA AREA TO BE PROTECTED 600,RECOMMENDEDMAXIMUM 50'MINIMUM EXISTING ------- ------------ ------ 64(75'W/O MOUNTABLE BERM) ,1 2"MIN PAVEMENT) C-4 X SECTION PLAN VI I EXISTING GRADE 8"4 HARDWOOD "HARDWOOD INTS EW POST FENCING IS TO RUN WITH THE ---L-16-POST DEPTH(MIN) ---------- CONTOURS ACROSS A SLOPE NOTES: �n CONSTRUCTION SPECIFICATIONS. TRAPPING ENDS UPHILL TO PROVIDE 2'X 2"X 36"WOODEN STAKES PLACED 6*O.C.TRAPPING CAPABILITY AND SEDIMENT 1.STONE FOR STABILIZED CONSTRUCTION ENTRANCE SHALL BE 3 INCH STONE OR RECLAIMED CD STORAGE AREA STONE 1.WOVEN FABRIC FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2.THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET,75' FILTER CLOTH SHALL BE FASTENED TO WOVEN WIRE EVERY 24"AT TOP,MID AND BOTTOM AND 7.SILT FENCES SHALL BE REMOVED MEN WHEN THE SITE IS STABALIZED AND THE SEDIMENT COLLECTED AREA TO BE WITHOUT A MOUNTABLE BERM,AND EXCEPT FOR A SINGLE RESIDENTIAL LOT WHERE A 30 SHALL BE DISPOSED AS DIRECTED BY THE ENGINEER.THE AREA DISTURBED BY THE REMOVAL SHALL 3.THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 6 EMBEDDED IN THE GROUND A MINIMUM OF 8"AND THEN COVERED WITH SOIL PROTECTED FOOT MINIMUM LENGTH WOULD APPLY. 2.THE FENCE POSTS SHALL BE A MINIMUM OF 48-LONG,SPACED A MAXIMUM 6'APART,AND DRIVEN A BE SMOOTHED AND REVEGETATED. INCHES. o MINIMUM OF 16"INTO THE GROUND. FILTREXXO SILT S0XX(12"TYPICAL) 4.THE WIDTH OF THE ENTRANCE SHALL NOT BE LESS THAN THE FULL WIDTH OF THE MAINTENANCE: ENTRANCE MERE INGRESS OR EGRESS OCCURS,OR 10 FEET,WHICHEVER IS GREATER. 5.GEOTEXTILE FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING cn 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER,THE ENDS OF THE FABRIC SHALL BE WATER FLOW THE STONE.FILTER FABRIC IS NOT REQUIRED FOR A SINGLE FAMILY RESIDENTIAL LOT. OVERLAPPED 6",FOLDED AND STAPLED TO PREVENT SEDIMENT FROM BY-PASSING. 1.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 6.ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION PROLONGED RAINFALL.ANY REPAIRS THAT ARE REQUIRED SHALL BE DONE IMMEDIATELY. NOTES: ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A STONE >6- 4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED AND PROPERLY DISPOSED OF 1. ALL MATERIAL TO MEET FILTREXXO BERM WITH 5:1 SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE SUBSTITUTED FOR < WHEN IT IS 6"DEEP OR VISIBLE'BULGES'DEVELOP IN THE SILT FENCE. 2.IF THE FABRIC ON A SILT FENCE SHOULD DECOMPOSE OR BECOME INEFFECTIVE DURING THE EXPECTED WORK AREA SPECIFICATIONS. THE PIPE. LIFE OF THE FENCE,THE FABRIC SHALL BE REPLACED PROMPTLY. 2.SILT SOXXT� 7.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR 5.PLACE THE ENDS OF THE SILT FENCE UP CONTOUR TO PROVIDE FOR SEDIMENT STORAGE. FLOWING OF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY.THIS MAY REQUIRE PERIODIC TOP 3.SEDIMENT DEPOSITS SHOULD BE INSPECTED AFTER EVERY STORM EVENT.THE DEPOSITS SHOULD BE FILL TO MEET APPLICATION REQUIREMENTS. DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN 6.SILT FENCE SHALL BE INSTALLED 14 DAYS PRIOR TO SITE WORK. REMOVED WHEN THEY REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. PLAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,WASHED,OR 3. INTS COMPOST MATERIAL TO BE DISPERSED ON SITE, TRACKED ONTO THE PUBLIC RIGHT-OF-WAY MUST BE REMOVED PROMPTLY. FILTREXX®SILT SOXX 4.SEDIMENT DEPOSITS THAT ARE REMOVED,OR LEFT IN PLACE AFTER THE FABRIC HAS BEEN REMOVED, AS DETERMINED BY ENGINEER. L SILT FENCE SHALL BE GRADED TO CONFORM WITH THE EXISTING TOPOGRAPHY AND VEGETATED. STABILIZED CONSTRUCTION ENTRANCE C, < z NOT TO SCALE NOT TO SCALE NOT TO SCALE Ln Ln L- ,Design:HCH I Draft:HCH Date:10/02/2025 5 01/26/26 REVISED PER CONSERVATION COMMISSION COMMENTS EMP DRAWING Na. L-Checked:EMP I Scale: AS NOTED I Project No.:24224 e Plan Name: EMP �-OF 1,1g, EROSION AND SEDIMENT CONTROL DETAILS �:IA OF4f4 4 01/05/26 REVISED PER CONSERVATION COMMISSION COMMENTS -PLAN.dwg j-k Drawing Name:24224 zf 40, TE) Jones & Beach Engineers, Inc. THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN �rlk 3 12/31/25 REVISED PER REVIEW COMMENTS EMP SURAJ LANDING o p i_'2�f ERIK M Project: PERMISSION FROM JONES&BEACH ENGINEERS,INC.(JBE). f&' POULIN 2 11/25/25 REVISED PER REVIEW COMMENTS EMP < No i. . 85 Portsmouth Ave. 603-772-4746 MAP 34,LOTS 4 El 0-ANY ALTERATIONS,AUTHORIZED OR OTHERWISE,SHALL BE 57141 lz�,` 1 10/21/25 _T_Mp_ Civil Engineering Services A; - REVISED PER TOWN PLANNER COMMENTS - PO Box 219 1591 OSGOOD STREET NOMINEE TRUST CHRISTOPHER V.ADAMS,TRUSTEE SHEET 15 OF15 L AT THE USERS SOLE RISK AND WITHOUT LIABILITY TO NAL_I / REV.1 DATE I REVISION BY Stratham,NH 03885 E-Mail:JBE(�'�JONESANDBEACH.COIVI Owner of Record. 35 WEBSTER STREET APARTMENT,302 EAST BOSTON MA 02128 PROJECT NO.24224 26/26 DESIGN TEAM LOCUS PLAN DEVELOPER SINGH REALTY GROUP 6 FONDI ROAD,HAVERHILL,MA 01832 _ singhrealtygroupllc@gmail.com H u ERHVL; 'tects -- ARCHITECT Pi � LYF ARCHITECTS �rSS \0,�IF R v 356 MAIN STREET,HAVERHILL,MA 01830 i f' • 978-470-3675 };,ft "ST 1 5 D91 OSGOO l '3 CIVIL ENGINEER �'' J B0 Xr;�RD NORTH ANDOVER MA 85 PORJONES&BEACH ENGINEERS,INC \, 85 PORTSMOUTH AVE,STRATHAM,NH 03885 603-772-4746 / CArW"?ENCE �1 1 ri l;N'PAI A=RPQRT Stamp: LOCUS SCALE:V=1000' PROJECT SCOPE BUILDING SF BREAKDOWN AREA TYPE AREA SF MIXED USE BUILDING WITH(3)RESIDENTIAL FLOORS OVER(1)COMMERCIAL LEVEL.THE BUILDING CONTAINS(38)MULTIFAMILY UNITS AND RETAIL 6558 SF (4)COMMERCIAL SPACES PROPOSED AT 1591 OSGOOD STREET IN NORTH ANDOVER,MA. STORAGE 8480 SF UTILITY 252 SF GROUND FLOOR 15290 SF RESIDENTIAL 15202 SF SHEET LIST 2ND FLOOR 15202 SF ~ z SHEET NUMBER SHEET NAME DATE ISSUED DATE REVISED NOTES 01 GENERAL RESIDENTIAL 15290 SF � G000 COVER SHEET 09/30/2025 w w 04 ARCHITECTURAL 3RD FLOOR 15290 SF U A100 FLOOR PLANS 09/30/2025 z = G A101 FLOOR PLANS 09/30/2025 Wo o A200 BUILDING ELEVATIONS 09/30/2025 11/12/2025 RESIDENTIAL 15290 SF a A201 BUILDING ELEVATIONS 09/30/2025 11/12/2025 4TH FLOOR 15290 SF Ll-1 0 A900 EXTERIOR PERSPECTIVES 09/30/2025 11/12/2025 TOTAL SF 61072 SF Q Q i [ c .zr : i t Q > , , I..... .. ....:........... ---i \ I , r 3 £€ is D n Q .��......... ..tip....................� ... .. .. f Oil LYF 2025 O ALL PLANS,SP NS AN AS ARE THE PROPERT'/OF LYF.RIGHTS OF USE PRE ,rCONDRpNAL AND ARE GRANTED UNDER - �- - �� FULL COMPENSATION AND LIMITED TO E '. ..,_ .:`—....�..................��...��.-.- _......_..�. -��._ � -.�.- �'\.--'� \ .. ;,: .. ........ ONE-TIME USE TO CONSTRUCTA SINGLE :. - ... ...:.::�._�_. ........�..��.�..��o _...�. -\�\��_....�.- � �... .."�................� , ..... PROJECT ON THE SITE SO INDICATED USE OF tea:.>..�,..........� t � :::::::::::::�::: ...a� � .-.: ..... .......: TY ...�.:.......:::::.....�.:: �.� -.._ ..:., ,: , .::.�............�\.\.�........ ,. ___— ...... THE I,:ORI(AND AN/DERIVATNE WORN �ai F3Sla Si rL LlH3L _ �i3 d =- ��`«3L .::--=mot_-x _ COVERED UNDER THIS COPYRIGHT FOR OTHER ................... ........... .=� S.- -:_�_._ . .-• PROJECTS N ERODIBLE).THE USE OR RIM REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT - . \-`: �:. :� ..�..•...... APPLIATK)N IS STRICiLi PROHIBITED u� s a _ v Mark Dete REVISIONS D31e 09/30/2025 Sale 1/4"=1'-0" mu No 3531 Sneer No. GOOO_ yllri SECOND FLOOR GSF GROUND FLOOR GSF N 0","I-a v 15202 GSF(RESIDENTIAL) 15290 GSF(COMMERCIAL) ® ® Room Legend ELECTRIC RlmP ®:® ®® 116 0 1 BEDROOM 2 BEDROOM COMMERCIAL 100 2 BEDROOMF 2 BEDROOM. ❑ACTIVITY 1918 SF 21{T 211 1046,$F 1028 SF ❑CORRIDOR I uytrrlLLOLL STA T2 ® ENTRY ® LOBBY 2 BEDROOM COMMERCIAL 2 MAILTT 101 1007 SF z ❑PACKAGES 2113 SF 1 BEDROOTM 00 ❑STAIR 1 STORAGE)-x6ELLS w c? 2 8xU4 z �b STAIR 2 c)- t ® -10'x10 Q O (21A)TOTAL Q O \ \ COMMERCIAL wYC J 102 1 BEDROO 2268 SF Q 28 l BEDRO ® 12SFPACKAGES J ENTRY n , Q oc 201 Q o 2 0 (1665 SF IF WALL EXTENDED) (z)1o'x1o' N , Y , 215 WATER/ 2'BEQROOM 200 ACTIVITY J MECHANICAL 207 =. 214 ®® 0 104 (1)sx6 (2)8'x14' 7 (a)s'xs' 1048SF ®. ELEV oolliol cn ®: 216 U II EL.ME CH 1� II II II II z 202 a (s)s'xs' 108 �/ a CORRIDOR - OFFICE Off � ®® 200 105 STORAGE a 0 103 Q 0 (7)8'x6' (6)8'x6' L r > ENTRY (7)s'xs' w =(s)s'xs' �_ a 106 ®PR Q O BEDROOM 2 BEDROOM 2 OM, 2{l4 F I LYF 2025 AR L 206 AHE PROPERTP/EOFT PLANS, K F AT IORI6H SNOF USES NS AD IDEASAREE 115 SF 979 SF CONDITION AL AND ARE GRANTED UNDER FULL COMPENSATION AND LIMITED TO A (8)8'X12' ONE-TIME USE TO CONSTRU T A SINGLE PROJECT ON THE SITE SO INDICATED.USE OF THE warR<AND ANY DERIVATNE WCRR mvERED uNDER THIS covvRIGHT wR OTHER PROJECTS IS PROHIBITED.THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCT ION OR PERMIT APPLICATUN IS STRICTLY PROHIBITED W ITHOUT PRIOR VJRTFTEN PERMISSION OF LYF 02ND FLOOR O GROUND FLOOR 3/32"=1'-0" 3/32"=1 r-0" Mark Date REVISIONS D31, 09/30/2025 s6 k As indicated N Jan N. 3531 Shut No. Al 00 rC 3RD&4TH FLOOR GSF 15290 GSF(RESIDENTIAL) El ®® ®® 0 a Room Legend 1 BEDROOM 2BEDROOM 2'BEDROOMI 1 BEDROOM+ m 311 1046SF 1028SF 2 BEDROOM Q ACTIVITY ,,,,, 5TA1 2T ® CORRIDOR 60, En ® ELEV. 2 BEDROOM. 309 \ STAIR 1 1007 SF STAIR 2 °O m t eEDRcOM Lu ®® 74f SF Lu o ®: O > o ® LjI,_I Q o Q 1 BEDRQOIl 3 1 BEDROOM 1 ED OOM+ Ll ® 301 ® 2 BEDROOM CND 318 2 BEDROOM ACTIVITY k7 314 1008 SF N ® Q ELEV. 316 302Off O CORRIDOR a O_ ®®' 300 a 'l FT o®® ®® ®® z BEDROOM 303 a. BEDROO q p ®® LYF 2025 U 2 E3EDR©C?M BEDFi©OM ALL PLANS,TYOF LYE RIGHTSONS O IDEAS USEARE THE PROPERTY OF LYE RIGHTS OF USE ARE - CONDRI'JNAT AND ARE GRANTED UNDER 4 FULL COMPENSATION AND LIMITED TO A '-F ONE-TIME USE TO CON TJW T A SINGLE PROJECT ON THE SITE SO INDICATED.USE OF Ll 1:1 977,SF 979 SF THE VJORX AND ANY DERNATNEVJORR COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED.THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED 1UITHOUT PRIOR VJRRTEN PERMISSION OF LYF O3RD FLOOR 3/32"=1 r-0" Mark Date REVISIONS D31e 09/30/2025 sak 3/32"=1'4" mu N. 3531 Shut No. Al 01 ooze IN I'M Is Ngdr i.0-A—�e/1 aI"S „0—. 8/� SFOVOU60 NOUVA3-13133diS � a£En SNOISIAM alga WeW SZOZ/Z 6/l6 6 .9-.09 1?JOOI�GNno J l�,l to Nassnva3a N3iub^n aaaa lnoHllrn. I '3 _ - GUHHoad uaN1S SI Naivalddv llwa3d ao NOIIInKSNm a3Hlo m nNv not SNnd 3s3H1 io NallnaondaN ........ .,. .. .. . - ... _. \� ao 3sn 3H1 a31�MHoad 9 SDADad , n3Hlo aoi lHmenao,slHl n3aNn a3n3;soa — � NNoM 3nllvnla3a£,Ne aNe>iao;,�3H1 „0—�ZL _ —,. ._..................... do 3Sn a3lvaaNl os 3ys 3H1 rac J.111.a — ............................... ._.__............._.__.......................__ .........._......._............_.._ _..,. - ......... — 33INIsvllnaIINolo13sn3wI1-3No 2�OOIJ GNZ VOla31£WIIaNV N0I1VSN11110D,n1 _ t a30Nn 031NVII 11V ONV IVN01110NOJ 3ba 3Sn to Si all to nla3doaa 3H1 3NV S13�JI ONV SN011VAiIJ3d5'SNVld lltl - ti JI — rm A O 9 �Z �° a 29001�8 — .. a c E r z ,0 .E6 —— -- —— IwIJ Hit f MINE m D \\ \ — — V, Q 3002i y Ln D D o r D cm 0 00 rTl C= z A � n m m W Z co NOIIVA313 1St/3 C z - „0-,ZL — . u 2i00-3 4NZ ______ .e ..... ...... �_ Ze v a00-1=1 aas _ .— FA — e \.... 010 ,£6 3 Hlt a LEI 00 _............................................................................................................. 3 2� �00000000000000000000�0�000000��. c„-F(R-61 _u, V, p, ha n•AS ANl`v?: _ �:.. :s,.N, ., ROOF 103 9 , Fl HH ❑❑ ❑❑ HH ❑❑k ❑❑ 4TH FLOOR 93'-0" o ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ o� SI3TP: 3RD FLOOR M 82'-6" —FITT ---vTHHK1B1 —mHH—HH- THR I? zo LLE �H ILM 2ND FLOOR� GROUND FLOOR — 60'-6"v 1— OSOUTH ELEVATION z m w w V � z � p O a Q a w J Q - z m ROOF O Q ...._ ❑ w o � - o Lu J z LIM ` 4TH FLOOR ---- ----_ e 93 m r J -A o s o 2 r , --— - -- 0 3RD FLOOR/1 Q g — v 82-6 — _ o LYF 2025 a 1 _ E ALL PIANS,SPECIFKATIRNS AND IDEAS ARE = E � �� THE PROPERTY OF LYF RIGHTS OF USEARE �� CONDRKJNAL AND ARE GRANTED UNDER r FULL COn4PEN5ATI0N AND LIMITED TO E2ND FLOOR PRO STONTHES�SOI INDICATED USE OF - — 72'-0" THE woR<AND ANY FORMATIVE WCRR COVERED UNDER THIS COFRIGHT FOR OTHER PROIECFS 6 PROHIBITED.THE USE OR _- REPRODUCTION OF THESE PLANS FOR ANV OTHER CONSTRUCTION OR PERMIT APPLICATKIN IS STRICTLY PROHIBITED ................................... .........: q WITHOUT PRKIRVJRTTEN PERMISSION OF LYF UND FLOOR O NORTH ELEVATION 1 11/12/2025 Mark Dete REVISIONS D1e 09/30/2025 sale 118"=1'-0" sau N 31 neer No. (IF IA201 go All 00b," ............. Fall, 4 AV Ar 5: — A "'I/ "V 11F ,low A 011, F 4' m It AWAW MIN AW v w amw@s Jll"/ ff/0 j a ga g! FA 15 V AR/I 1/1 1',� & �st,ap APPIP/1 a M M A A", E� 'A Am.,i prepared for:Singh Realty Croup 2'X5 location:Approver FAIRWAY RESIDENCE 38 UNIT ic,�cu kJo z LAYOUT C:) EXTERIOR PERSPECTIVES 41 1S91 OSGOOD STREET