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8845_SITE PLAN - 1123 SUFFIELD ST. - WITHDRAWN
i L� R LEVESQUE ASSOCIATES, INC. 40 School Street, P.O. BOX 640, Westfield, MA 0I085 p 413.5613.0985 • f 413.SGS.09BG - +u¢xu.rlaland.com December 1, 2017 VIA EMAIL: MStran e a awam.ma.us; PKerr@)agawarn.rna.us Marc A. Strange, Director Planning & Development Town of Agawarn 36 Main Street Agawam, MA 01001 Mr. Mark Poleologopoulos, Chairman Town of Agawam Planning Board Henry A. Kozloski, Chairman Town of Agawam Conservation Commission RE: Request to Withdraw, Without Prejudice Site Plan Approval/Notice of Intent/Request for Determination 1123 Suffield Street (Parcel ID: 16 2 14) RLA Project File: 170809 To Whom It May Concern: On behalf of the Applicant, Ace Precision, Inc., our office is herein formally requesting to withdraw our current applications, without prejudice. Our client is currently exploring new development options and will be resubmitting in the near future. Should you have any questions or comments regarding this request, please do not hesitate to contact our office at your earliest convenience. Sincerely, R LEVESQUE ASSOCIATES, NC. Sofia Bitzas Williams Director of Operations cc: Ace Precision, Inc. A LAND PLANNING SERVICES COMPANY Town of Agawam Interoffice Memorandum To: Engineering Dept., Fire Dept., Police Dept., ADA Committee CC: From: Planning Board Date: 11 /21 /17 Subject: Site Plan - Ace Precision - 1123 Suffield Street Please review and comment on the attached Site Plan for Ace Precision prior to the Board's December 7t" meeting. Thank you. prk *This item will also appear on the 11/28/17 Team Meeting Agenda." FROM THE DESK OF... YOUR NAME TITLE TOWN OFAGAWAM 36 MAIM ST AGAWAM, MA 01001 Email address Here 413-786-0400 X Extension Fax. 413-788-9927 0 0 Application for Site Plan Approval Application, Narrative & Supporting Documents Proposed Industrial Development 1123 Suffield Street Agawam, MA (Parcel ID: 16 2 14) Applicant: Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 Owner: TGE Realty LLC PO Box 309 Agawam, MA 01001 Project File #:170809 RE%M NOV 20 2017 AGAWAM PLANNING BOARD R LEV'ESQUE ASSOCIATES, INC A LAND PLANNING SERVICES COMPANY 40 School Street, Westfield, MA 01085 p 413.S68.0985 • f 413.568,0986 • www.rlaland.com • ITEM TITLE PAGE TABLE OF CONTENTS PROPOSED INDUSTRIAL DEVELOPMENT APPLICATION FOR SITE PLAN APPROVAL 1123 SUFFIELD STREET (PARCEL ID: 16 2 14) AGAWAM, MA 01001 SECTION COVERLETTER............................................................................................ 1 APPLICATION FOR SITE PLAN APPROVAL — FORM D............................................... 2 NARRATIVE ADDENDUM.................................................................................. 3 LocusMAP................................................................................................ 4 DEED.......................................... ..................... I............................. 5 LIST OF ABUTTERS WITHIN 300 FEET OF PROPERTY .............................................. 6 APPENDIX........................................................................................ I SITE PLAN SET "PROPOSED INDUSTRIAL DEVELOPMENT" PREPARED BY R LEVESQUE ASSOCIATES, INC. DATED NOVEMBER 17, 2017 SECTION 1 COVER LETTER 0 0 SECTION 2 APPLICATION FOR SITE PLAN APPROVAL - FORM D 0 0 TOWN OF AGAWAM, MASSACHUSETTS FORM D Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Inspection Services 1000 Suffield Street Agawam, MA 01001 November 20 20 17 1. Name of Business Ace Precision, Inc. Address 77 Melha Avenue, Springfield, MA 01104 Phone # 413 - 316 - 017 7 Fax # 2. Name ofApplic Owner TGE Realt LLC Address PO Box 309, Agawam, MA 01001 Phone # Fax # email sbspaw77@graail.com emailsbspaw77@gmail.com 3. Name of Engineer/Architect R Levesque Associates, Inc. Address 40 School Street, Westfield, MA 01085 Phone#413-568-0985 Fax# 413-568-0986 email robl@rlaland.com 4. Please give a brief description of the proposed project: The applicant proposes to construct 3 industrial buildings with associated site improvements. 0 11 SECTION 3 NARRAWE ADDENDUM • 0 NARRATIVE ADDENDUM TO SITE PLAN APPROVAL & STORMWATER PERMIT for Proposed Industrial Development 1123 Suffield Street (Parcel ID: 16 2 14) Agawam, MA 01001 RLA Project No. 170809 Introduction The subject property is located east of Suffield.Street and is designated as 16 2 14 with the Town of Agawam Assessors Daiabase. The applicant proposes to construct three (3) industrial buildings along with associated site improvements as shown on the attached project plans entitled "Proposed Industrial Development", dated 1 1/17/2017 prepared by R Levesque Associates, Inc. The property is owned by TGE Realty LLC and is recorded in the Hampden County registry of Deeds in Book 15732, Page 189. The subject parcel is 5.968 acres. A Locus Map is also included as part of this application package. Existing Conditions and Surrounding Land Uses The subject property currently contains a manufacturing building with a detached garage and parking lot utilized by Ace Precision. The property slopes away from Suffield Street towards Tarkill Brook and a Bordering Vegetated Wetland is located on the southern portion of the property. Surrounding parcels are a mix of residential and business use. The subject property is zoned Business A. The subject parcel is not located within a Special Flood Zone area according to FEMA Flood Mapping (no map was produced by FEMA for this area). Please refer to page EX-1 in the project plans for more detail regarding the existing site conditions. Proposed Conditions General The applicant proposes to remove the existing structures and construct three (3) industrial buildings accessed by a paved driveway and parking areas. The three proposed buildings will have footprints of approximately 10,000, 11,250, and 15,000 square feet in area, respectively. 0 0 Narrative Addendum for Site Plan Approval/Stormwater Permit 1123 Suffield Street, Agawam, MA Page 2 of 2 Portions of proposed work are located within conservation jurisdiction and will be addressed through a Notice of Intent filing with the Agawam Conservation Commission and Massachusetts DEP. Erosion and Sedimentation Control The proposed erosion and sedimentation controls at the site include a stone tracking pad at the vehicular access point off of Suffield Street, silt fencing at down gradient extents of construction and additional Best Management Practices. Please refer to the attached project plan set for the specific location and details of the proposed controls. Traffic & Parkin_4 The existing site contains two curb cuts on Suffield Street. Under proposed conditions, the southern curb cut will be closed and the northern curb cut will be improved for the main entrance into the site. Paved parking areas will be located adjacent to each building. 159 parking spaces will be provided, seven (7) of which will be handicap accessible. Stormwater Management A Stormwater Management Report has been completed for the site and is submitted under separate cover with this application packet. An Application for Stormwater Permit is also included in this application packet. Landsca in The proposed site plantings include a mixture of deciduous and evergreen shrubs and trees. Foundation plantings will be installed to enhance visual appeal, and plantings will be installed to enhance buffers between parking areas and adjacent properties. Please refer to the attached project plan set for specific location and details of proposed landscaping. For further information, please see the site plan documents. END OF NARRATNE ADDENDUM 0 0 SECTION 4 Locus MAP 0 0 SECTION 5 DEED Bk 15732 Pg189 #17574 03-01-2006 Ca 03:02p QUITCLAIM DEED KNOW ALL MEN BY THESE PRESENTS that, WITCHWOOD REALTY, LLC, a Massachusetts limited liability company with a usual address of 48 Rogers Avenue, West Springfield, Hampden County, Massachusetts in consideration of Five Hundred Thousand ($500,000.00 ) Dollars grants to TGE REALTY, LLC, a Massachusetts limited liability company with a usual address of 53 Cecile Street, Agawam, Hampden County, Massachusetts with QUITCLAIM COVENANTS Certain real estate situated in Agawam, Hampden County, Massachusetts known and numbered as 1123 Suffield Street, as more particularly bounded and described on Exhibit "A" attached hereto. EXECUTED AS A SEALED INSTRUMENT THIS Wifness Witness DAY OF FEBRUARY, 2006. A Z'4:� , Aziz�S. Elias, Manager Deborah L. Elias, Manager COMMONWEALTH OF MASSACHUSETTS Hampden, ss. On this ezly day of February, 2006, before me, the undersigned notary public, personally appeared Aziz S. Elias and Deborah L. Elias, Managers of Witchwood Realty, LLC proved to me through personal knowledge to be the persons whose names are signed on the preceding or attached documents, and acknowledged to me that they signed voluntarily for its stated purpose, as Managers for Witchwood Realty, LLC, a Massachusetts limited liability company. W H Notary Public: aul M_ Maleck iL Uj z "' My Commission Expires: 11/19/10 " ; W 1 10 PAUL M. MALECK la Uj c NOTARY PUBLIC I Ll a rC.7 co C COMMONWEALTH OF MASSACHUScffr4- CD iY i;UfR111135i411 Eapir Nov. it Zt11 WK tD 1.5z rq lyu WJL 13 19 EXHIBIT A Certain real estate situate in Agawam, Hampden County, Massachusetts being shown on a plan of division of land in Agawam, Massachusetts owned by Chriscola's Farm Equipment, Inca dated September 1985 Scale 1" = 50' said real estate being more particularly bounded and described as follows: Bounded Westerly by Suffield Street One Hundred Forty Five and 00/100 (145.00) feet; Southerly by land now or formerly of Julia Crawford One Hundred Fifty and 00/100 (150.00) feet; Westerly by last named land Two Hundred Twenty One and 81/100 (221.81) feet; Southerly by land now or formerly of Chriscola's Farm Equipment, Inc. Three Hundred Forty One and 97/100 (341.97) feet; Easterly by land named land Seventy and 00/100 (70.00) feet; Southerly by last named land One Hundred Ninety Five and 00/100 (195.00) feet; Easterly by last named land Five Hundred and 09/100 (500.09) feet; Northerly by last named land and land now or formerly for Frank M. and Feliska A. Parzych Three Hundred Eighty and 00/100 (380.00) feet; Westerly by land now or formerly of Amelia Moran One Hundred Seventy Seven and 24/100 (177.24) feet; and Northerly by last named land One Hundred Sixty Nine and 00/100 (169.00) feet. Containing 259,733.59 square feet more or less. Being the same premises conveyed to the Grantor by deed of Antoine Elias and recorded as aforesaid in Book 13819, Page 589. AK MW&M � 'M 3011t2.1 2 SECTION 6 LIST OF ABUTTERS WITHIN 300 FEET OF PROPERTY I Donna Rtcca From: Ryan Nelson <ryann@rlaland,com> Sent: Monday; November 13, 201710:52 AM To: Donna Rucclo Cc: 'Jon Goddard' Subject FW: Abutters List Request.- 1123Suffield Street Fmm; lean Nelson fn&ik;CMnR@rland come Sent Thursday, t1evern€ r 09, 2417 aw PM !'c . ' harloft Gri [ln' "ect: ibUftms List Request - 1123.'Suffieid Sbtet H.1 'Charlotte, Our office is. requesting a 3DD foot abutters list for 11 3 Suffield Street, Agawam. The parcel ID is.16-2-14. Think you,: Ryan Nelson V 1 1123 SUFFIELD ST 16 Z 14 11l13i117 3:4.01 PM Scale: V=5504 'Scale is approximat The infer Mation depicted on this ii V is fair pla" hIngpurposes only.; It is not adequate for`legal boundaryMA .o , regulata[y :Onef tation,.vr parmi-level analyses r r n r m 0+ It vs,r. N. 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DATED NOVEMBER 17, 2017 STORMWATER DRAINAGE REPORT Propo d 41 RLA Project Number: 170809 Site Plans d t ial D v lopm nt Parce 1123 SU 11 D: 16 2 14 ff "iewid Street Agawam, MA AS PREPARED FOR Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 am■ R L VE U U AS OCIATE z A LAND PLANNING SERVICES COMPANY 40 School Street - Westfield, MA • 01085 ph 413.568.0985 - fax 413.568.0986 www.rialand.com nRAwINr. INnFX SHEET NO. SHEET !NAME ISSUE DATE REVISION DATE T-1 TITLE SHEET 11/17/17 EX-1 PLAN OF LAND (DRAFT ANR) 11/17/17 EX-1 EXISTING CONDITIONS PLAN 11117117 C-1 NOTES, SYMBOL & LINE LEGEND AND ABBREVIATIONS 11/17/17 C-2 CONSTRUCTION NOTES 11/17/17 C-3 DEMOLITION & REMOVALS PLAN 11117117 C-4 LAYOUT & MATERIALS PLAN 1111.7117 C-5 GRADING, EROSION & SEDIMENTATION CONTROL PLAN 11/17/17 C-6 DRAINAGE & UTILITIES PLAN 11/17/17 C-7 SITE LANDSCAPING PLAN 11/17/17 C-8 PHOTOMETRIC PLAN (UNDER SEPARATE COVER) 11/17/17 D-1 DETAILS 11/17/17 D-2 DETAILS 11/17/17 D-3 DETAILS 11/17/17 D-4 DETAILS 11/17/17 D-5 DETAILS 11/17/17 D-6 DETAILS 11117117 D-7 JDETAILS 11/17/17 R E CE � V NOV 20 2017 A AM PLAN %USG DCARD PERMITTING P'7111� EXISTING HOUSE # 1135 I W LAND N/F MICHAEL CONSTANCE h N I LAND N/F GUY REMILLARD j r �- LAND N/F r FRANK PARZYCH - "'4"GAR. ( i — — _ Lot 1PROPOSED 107,470 sq. ft. PARKING 2.3983 onrPG LAND N/F MULLER REALTY LLC TARKILL BROOK / I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. PROFESSIONAL LAND SURVEYOR NOTES TOWN OF AGAWAM PLANNING BOARD APPROVAL UNDER THE SUBDIVISION CONTROL LAW IS NOT REQUIRED DATE 1. THE RECORD OWNER OF THE SUBJECT PARCEL IS TGE REALTY LLC. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 15732 PAGE 189. 2. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS 1S NOT THE SUBJECT OF THIS PLAN. SYMBOL LEGEND 4 IRON PIPE FOUND • IRON PIPE TO BE SET Q CONCRETE BOUND FOUND Owner TGE REALTY LLC Plan of Land in Agawam, Massachusetts Surveyed and Mapped for TGE Realty LLC November 17, 2017 Scale: 1'40' Prepared by R IEVESQUE ASSOCIATES ph: 413.568.0985 fax: 413.568.0986 40 School Street • P.O. Box 640 Westfield, MA 01 086 rialand.com 40 0 20 40 80 SCALE: 1 "=40' RLA Project Number: 170809 98/102 NO PASSING - SIGN NO PARKING SIGN EXISTING GUARD RAIL EXISTING BUSINESS SIGN Exist. SMH- Rim=125.07 15T/104/113- Exist. CBS Rim=123.74 Exist. CB Rim=123.71 w% I i LAND N/F GUY REMILLARD C) LAND N/F� W f FRANK PARZYCH O �f 1 AG141 1 r7 BA 6' STOCKADE FENCE EXISIN I df GARAc_G 1 ! ! d FFE 124.71 / LAND N/F / T1 ! ! V, ! WITCHWOOD REALTY LLC CO ! l �s EXISTING / JJ 9 HOUSE # 1113 / GAR. 04 a5 1 Q o i � I / PAD .....12..E -- ! J ` r / ✓ f � ,Exist. CB / / / , ' ✓ f / Exist CB . . GRAVEL Rim=120.05 `' �/ J -�� , ✓ / ✓ ✓ / Rim=118.95 ;r' �720.� _--�i►E� - fill of silt I # " / >r� � '� 'Exist. SMH r " 6 inv.=117.40'� i UE� {rEC 6 rT�CKA��(11) r TRANSFORMER " � Rim=117.648" Inv.=116.86' UE� �'FF-121,04'. CONCe� -' 4" PVC INV.=114.36 f J FtNCE / sp (2) fi PVC INV.=114.29 t P l u�ti /(3) 6" PVC INV.=114.64 J \ OHw 104/ 1 „ / OH I 4 -'ik ' O (2) (4) 6 PVC INV.=114.18 ..- .G • `. ' '- �.'- ' :�- ':: FFE=120.77' ,r .-- 4 1 f • :. .•:', �S " `� () / Exist. DMH w , - SS ✓ Rim=118 91 / LAND N/F TOMASZ SROKA s 1A 4" steel inv.=116.11' w WAr copper.:.: FFE=120.73' yy \ BUILDING EXISTING W 1 y .- - ✓ / ! / } } 'oy A �.W JM1 J B LDING # 1123 `� - W .. �-- • .. ` ' p ' � � ✓ f � / f- I G AVEL ! I ! FFE=119.82' ' s � \ � ,� � �' _ .`, .; . • . � FFE / -✓ / / co 161 I I ,- , j j T. ` ate`' a •\ °• .� " �I f - " / 03 "` • • . CONCRETE' d °•',� ,moo` Mw � �A. •02 ! ,: �` ✓ " EXISTING INV=115.9 HOUSE # 1 135 J H ✓ -'��' J ' 'i T.B.M. -2 ✓ ''�- -.- - 200' RIVERFRONT 01 LAND N F I i i -t� ' pVs ' off Li _- MICHAEL CONSTANCE -01 Exist. SMH i e i 1- 5 . ✓ Rim=113.02 /(1) fi PVC INV.=109.59 ��*►'J (2) 6" PVC INV.=110.00 B .�• (3) 6" PVC INV.=109.60 00 ' / / 1 100 � / - 6' STOCKADE FENCE ARIA � � ' � � � � - s �-- _1 i INNER RIP _ LAND N F JOSEPH ELIAS B-213 �.a;i W-7' _ SCt' BUF�R INTERMITTENT STREAM B-212 LAND N/F S s-� ••• ••. .. ,.w F Fd 9 MULLER REALTY LLC -2Cf2 Exist. SMH Rim=109.60 } ,, 2 ��3 B 21 0 b1 b-8 - E k (, TARKILL BROOK �-� APPROX. BANK ®1 2 STREET so pLID CULVERT (APPROX. LOC.) COOP I � J /1 I/ 1 1 y 9,p �y F LAND N/F LYNNE GEIGER NOTES 1. THE RECORD OWNER OF THE SUBJECT PARCEL IS TGE REALTY LLC. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK 15732 PAGE 189. 2. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PLAN TITLED, "PLAN OF DIVISION OF LAND IN AGAWAM MASS" PREPARED BY R. A. FORESI ASSOCIATES, DATED SEPT. 1985. SEE HAMPDEN COUNTY REGISTRY OF DEEDS BOOK OF PLANS 228 PAGE 127. 3. THE EXISTING BUILDING(S) SHOWN HEREON ARE BASED ON AN APPROXIMATE MEASUREMENT OF THE OUTSIDE PERIMETER OF THE EXISTING STRUCTURES. THE ACTUAL LOCATION OF THE EXISTING BUILDING WALLS AND CORNERS SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION WORK THAT WOULD ABUT OR TAKE PLACE ADJACENT TO THE EXISTING BUILDING(S). IF THE PLAN HEREON IS USED FOR CONSTRUCTION LAYOUT PURPOSES, THE PARTIES CONDUCTING LAYOUT SHALL CONTACT R. LEVESQUE ASSOCIATES INC. PRIOR TO SAID LAYOUT TO DETERMINE PROPER CONTROL. PLEASE NOTE WHILE THE BUILDING(S) ARE SHOWN TO BE SQUARE, IT SHOULD NOT BE ASSUMED THAT THE WALLS ARE SQUARE OR PLUMB. R. LEVESQUE ASSOCIATES TAKES NO RESPONSIBILITY FOR THIRD PARTY LAYOUT OF THE PLAN SHOWN HEREON. 4. 7r115 !-'LAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE 5. SUBJECT PARCEL CONTAINS 5.9683 ACRES. 6. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 7. WETLANDS AND M.A.H.W. DELINEATED -BY R. LEVESQUE ASSOCIATES INC. IN MAY 2017. 8. THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN MAY 2017. 9. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, AVAILABLE RECORD DATA, TOWN OF AGAWAM GIS. R. LEVESQUE ASSOCIATES MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. R. LEVESQUE ASSOCIATES INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 10. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM THE TOWN OF AGAWAM GIS MAPPING. 11. SUBJECT PARCEL IS ZONED BA ACCORDING TO THE TOWN OF AGAWAM GIs ZONING MAP. 12. THE SUBJECT PARCEL 1S NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE INTERACTIVE FLOOD MAP. NO MAP PRINTABLE. 13. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE & ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. BENCHMARKS T.B.M.-1 TOP OF SPINDLE OF HYDRANT LOCATED ON EAST SIDE OF SUFFIELD STREET IN FRONT OF SUBJECT PARCEL. ELEVATION = 128.16 (NAVD88) T.B.M.-2 SPIKE SET 1N UTILITY POLE ON SUBJECT PARCEL LOCATED APPROXIMATELY 100 FEET SOUTHWESTERLY OF SOUTHWEST CORNER OF EXISTING BUILDING. ELEVATION = 720.15 (NAVD88 SYMBOL & LINE LEGEND O IRON PIPE FOUND o CONCRETE BOUND FOUND -c-- EXISTING SIGN O w EXISTING MONITORING WELL q2J, UTILITY POLE D > + EXISTING WATER VALVE v EXISTING HYDRANT pd EXISTING GAS VALVE O EXISTING SANITARY SEWER MANHOLE ❑ EXISTING CATCH BASIN EXISTING DRAIN MANHOLE q®, �If OBSERVATION HOLE LOCATION P--1 Q PERC TEST LOCATION WF-1 WETLAND FLAG LOCATION R- 1 BANK FLAG TREE LINE X 102.4 EXISTING SPOT GRADE - - - - -219- - - - - EXISTING CONTOUR EDGE OF FLAGGED WETLANDS OHw EXISTING OVERHEAD WIRES OHw UEL EXISTING UNDERGROUND ELECTRIC UEL GAS EXISTING GAS LINE GAS war EXISTING WATER LINE wAT sD sD EXISTING STORM DRAIN ss EXISTING SANITARY SEWER ss SYMBOL & LINE LEGEND O IRON PIPE FOUND • IRON PIPE TO BE SET o CONCRETE BOUND FOUND ■ CONCRETE BOUND TO BE SET COMPUTED POINT -� EXISTING SIGN Mw ® EXISTING MONITORING WELL EXISTING LIGHT POLE UTILITY POLE -4 GUY ANCHOR OE EXISTING ELECTRIC MANHOLE O EXISTING TELEPHONE MANHOLE EXISTING WELL LOCATION WV "W EXISTING WATER VALVE EXISTING WATER SHUT-OFF EXISTING HYDRANT I►1 PROPOSED Wr4TER VAVVE PROPOSED HYDRANT Iw EXISTING GAS VALVE s0 EXISTING SANITARY SEWER MANHOLE ❑ EXISTING CATCH BASIN EXISTING DRAIN MANHOLE ® PROPOSED CATCH BASIN PROPOSED MANHOLE s�t SOIL BORING LOCATION q� �Ir OBSERVATION HOLE LOCATION a-7 O PERC TEST LOCATION WF-1 WETLAND FLAG LOCATION rR-1 M.A.H.W. FLAG LOCATION JIL .1L I- WETLAND EXISTING STONE WALL TREE LINE x 102.4 EXISTING SPOT GRADE - - - - -219- - - - - EXISTING CONTOUR X 94.7 PROPOSED SPOT GRADE PROPOSED CONTOUR 214 EDGE OF FLAGGED WETLANDS oHw EXISTING OVERHEAD WIRES oHw UEL EXISTING UNDERGROUND ELECTRIC UEL TEL EXISTING TELEPHONE LINE TEL GAS EXISTING GAS LINE GAS wAT EXISTING WATER LINE wAT SD EXISTING STORM DRAIN SD ss EXISTING SANITARY SEWER ss Low Low LIMIT OF WORK LINE EROSION CONTROL BARRIER ABBREVIATIONS A.F.F. - ABOVE FINISHED FLOOR A.F.S. - ABOVE FINISHED SLAB APPROX. - APPROXIMATE A.T.F. - ABOVE TOP OF FOUNDATION BLDG. - BUILDING BLK. - BLOCK BOT. - BOTTOM B.O.W. - BOTTOM OF WALL BRG. - BEARING CB. - CATCH BASIN CL - CENTERLINE C.I. - CAST IRON CLR. - CLEAR CONC. - CONCRETE CONT. - CONTINUOUS CONTR. - CONTRACTOR DBL. - DOUBLE DET. - DETAIL D.I. -- DUCTILE IRON DIA. - DIAMETER DIM. - DIMENSION DT'L. - DETAIL DWG. - DRAWING EA. - EACH ELEC. - ELECTRIC ELEV. - ELEVATION EXIST. - EXISTING EXT. - EXTERIOR FFE - FINISH FLOOR ELEVATION FIN. - FINISH FLR. - FLOOR FOUND. - FOUNDATION FT. - FOOT OR FEET INSTL. - INSTALLED LT. - LIGHT MAX. - MAXIMUM M.A.H. W. - MEAN ANNUAL HIGH WATER MH. - MANHOLE MIN. - MIN/MUM MISC. - MISCELLANEOUS N.T.S. - NOT TO SCALE O.A. - OVERALL O.C. - ON CENTER PCB - PROPOSED CATCH BASIN PDMH - PROPOSED DRAIN MANHOLE PFES - PROP. FLARED END SECTION POCS - PROP. OUTLET CONTROL STRUCT PSMH - PROP. SANITARY SEWER MANHOLE PWQU - PROP. WATER QUALITY UNIT P.S.I. - POUNDS PER SQUARE INCH REINF. - REINFORCING BHT - Sfffff HAND SPEC. - SPECIAL OR SPECIFICATIONS SQ. - SQUARE ST. - STEEL STA. - STATION T.O.F. - TOP OF FOUNDATION T. 0. W. - TOP OF WALL T.S. - TOP OF STEEL TYP. - TYPICAL W/ - WITH WTR. - WATER W.W.M. - WELDED WIRE MESH EROSION & SEDIMENT CONTROL NOTES MANAGEMENT STRATEGIES CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE CONSTRUCTION SEQUENCE SHALL BE PHASED TO AVOID LEAVING LARGE AREAS EXPOSED FOR LONG PERIODS OF TIME. TEMPORARY SEED AND MULCH SHALL. BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING. 4. SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUSLY, ESPECIALLY FOLLOWING STORM EVENTS TO LOCATE FAILING CONTROL MEASURES AND CONDUCT ROUTINE MAINTENANCE OPERATIONS. 5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON -SITE WORKERS OF THE SEDIMENTATION CONTROL PROGRAM. VEGETATIVE CONTROL PRACTICES 1. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEER AND BE WITHIN LIMIT OF WORK, 2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH GRADED AREAS SHALL BE SEEDED WITH WINTER RYE AT A RATE OF 30 LBS. PER ACRE ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS SHALL BE TEMPORARILY SEEDED. A. SITE PREPARATION • CUMPLETE ALL ROUGH GRADING ACTIVITIES • REMOVE ALL ROCKS AND DEBRIS LARGER THAN 3" IN DIAMETER FROM AREAS TO BE TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF 6.0. • EVENLY APPLY 14 LBS. OF 5-10--10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING SUITABLE EQUIPMENT. • SEEDBED 1S TO BE LEFT IN FIRM AND SMOOTH CONDITION. • THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS THE SLOPE. B. ESTABLISHMENT • EVENLY APPLY SEED IN ACCORDANCE WITH THE SPECIES AND RATE INDICATED ABOVE BY MEANS OF BROADCASTING OR HYDROSEEDING. • UNLESS HYDROSEEDED, COVER SEED WITH 1/4" TO 1/2" OF TOPSOIL • APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING. • VERIFY SEEDING DATES WITH ENGINEER/LANDSCAPE ARCHITECT. IF ENGINEER/LANDSCAPE ARCHITECT DETERMINES THAT SEED CANNOT BE APPLIED DUE TO CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLIED TO THE EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. • PERMANENT SEEDING SHALL BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER 30. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS OUTSIDE THIS TIME FRAME, UPON APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. C. MAINTENANCE • ALL SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. NONSTRUCTURAL CONTROL PRACTICES SCARIFICATION: EXPOSED SLOPES EXCEEDING 4:1 SHALL BE SCARIFIED AT RIGHT ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE COVER AS SOON AS POSSIBLE. 2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH TEMPORARY/PERMANENT SEEDING AND TO GRADED AREAS WHICH REMAIN EXPOSED OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS. PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY, PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. 3. TOPSOIL: DISTURBED AREAS SHALL BE TOPSOILED PRIOR TO SEED APPLICATION. APPLICATION STANDARDS: • REMOVE ALL ROCKS AND DEBRIS OVER I" - 1 1/2" 1N DIAMETER. • SCARIFY SURFACE PRIOR TO SEED APPLICAON. • APPLY 6" DEPTH OF TOPSOIL. 4. SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, AT CULVERT OUTLET LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS UNTIL THE SITE HAS BEEN STABILIZED (COVER > 70%) BY VEGETATION. STRUCTURAL CONTROL PRACTICES RIP -RAP OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS. MATERIAL SHALL BE HARD, DURABLE FIELD OR QUARRY STONE WHICH IS ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING. CONSTRUCTION ENTRANCE. CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. DUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON -SITE FOR DUST CONTROL WHILE WORK IS PROCEEDING. MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -RAP SHALL BE REMOVED AND REPLACED, B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION. REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP. C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND 1S MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES 1. THIS SEDIMENT BARRIER UTILIZES MIRAFI ENVIROFENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE. 3. WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/OR THE ENGINEERS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. THE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON THE DOWNHILL SIDE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO THE GROUND. 7. THE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. 8. BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING THE BACKFILL. 9. THE FABRIC SHALL NOT EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10. INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED. ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY THE LOCAL, STATE OF FEDERAL REGULATORY AUTHORITY; BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION OF THE ENTIRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND THE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER AND/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CLEANED OF SILT AND PERMANENTLY STABILIZED. HAY BALE INSTALLATION & MAINTENANCE (AS REQ'D 1. HAY BALES SHALL BE PLACED 1N A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIES. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. J. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEPTH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5. THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY.) 6. HAY BALES GENERALLY DETERIORATE 1N 2-5 MONTHS AND THUS NEED REPLACEMENT 7. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. SI TE PREP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. 2. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. J. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. 5. DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 6. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 7. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 8. DEMOLISH AND REMOVE ALL PAVEMENT, SLABS, FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE. 9. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES SITE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE ENGINEER. 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS. 11. NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF THE ENGINEER. 12. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-7233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE. THE OWNER/LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. 3. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE, THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2)REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN POOR CONDITION AS DETERMINED BY THE OWNER; 3) REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BLADE LAWN GRASS SEED OR SODDED. ADDITIONAL OFF -SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 100% SHREDDED BARK MULCH WITHIN 48 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER THAN THE TREE OR SHRUB ROOT BALL TO BE PLANTED 1N IT BACKFILL SHALL BE HIGH QUALITY LOAM OF THE PROPER pH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS. 7. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF "ANSI 76D_ 1_ AMFRIr^.AN STANDARD FOR NUR5 E9PY 5ZT0CJe"_ S. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PLANTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. 10. ADJACENT TO THE TOP OF ANY WALLS OVER 36" A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL LAWS. 11. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS. 12. SHOULD GC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE LOCAED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDANCE WITH THE FOLLOWING: A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF 50 LBS/1,000 S.F. B. APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/1,000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3" BY DISCING OR OTHER APPROVED METHOD. D. SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/1, 000 S.F. SEED MIX. NAME OF SEED % BY WEIGHT MIN. % PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 "PENNLAWN" PENNLAWN FESCUE LOLIUM PERENNE 25 98 "PENNFINE" PENNFINE E MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/1,000 S.F UNLESS HYDROSEEDING WAS USED. F. ALL SLOPES OF 3:1 OR GREATER AFTER BEING LOAMED, SEEDED AND MULCHED 1N ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS (NO. AMERICAN GREEN S 150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES. PERMITTING R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax:413.568.0986 40 School Street Westfield, MA 01085 rlaland.com U1 Z W 0 Z �_- J Q Lb W J � 0 m m � U1 L� N Z W Q OZ Z� W J PREPARED FOR: 01 C iN W E '^ - C 0 r■ W W W V M Ca C -� M a w .r' E M W C - Ln CR a W W � O r- 4M CL 0 L M am f - Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 GENERAL CONSTRUCTION NOTES 1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL CONVENE A PRE -CONSTRUCTION CONFERENCE BETWEEN THE CITY/TOWN REPRESENTATIVES, CONSULTING ENGINEER/LANDSCAPE ARCHITECT, UTILITY COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES. 2. THE OWNER, R LEVESQUE ASSOCIATES, INC., AND PAUL S. SMITH LAND SURVEYING AND/OR THEIR REPRESENTATIVES, IN PREPARING THESE PLANS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE PROJECT AREA. HOWEVER, THERE MAY BE UTILITIES THAT WERE NOT OR COULD NOT BE LOCATED. UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE IN APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CALL ALL APPROPRIATE UTILITY COMPANIES FOR LOCATIONS OF THEIR UTILITIES AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PLANS, THE PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. J. THE SITE CONTRACTOR 1S RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4. ALL FILL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB -GRADE LEVEL SHALL CONFORM TO MHD SPECIFICATIONS SECTION 150. 5. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 6. ALL WORK IN THE CITY/TOWN RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY/TOWN SPECIFICATIONS AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. T. me GUNTMAG I UK Z)H ALL (.;IVL I ML i:11 Y/ rOWN A MINIMUM OF 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 9. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF THE CONDITIONS ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION AND CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. THE WORK AREAS ARE TO BE PICKED UP AT THE END OF EACH WORK DAY. 11. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT OR MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. 12. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO EXTRAS DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL BE ALLOWED. 13. CONTRACTOR SHALL BE REQUIRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE 14. ALL EXCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS OF OSHA'S EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL ENGINEER. THE OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY OF THE ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD. 15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF LAYING OUT ALL ITEMS OF THE WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK SUPPLIED BY THE SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 16. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE PLANS AND IN THESE SPECIFICATIONS. 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN ORDER TO PREPARE SITE FOR CONSTRUCTION. 18. ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR, OFF -SITE AT HIS EXPENSE IN ACCORDANCE WITH ALL OF THE CITY/TOWN ORDINANCES AND ALL APPLICABLE STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. 19. ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. 20. ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING OR COVERING WITH STEEL PLATES. 21. ALL MATERIALS AND METHODS ARE TO COMPLY WITH THE CITY/TOWN DPW STANDARDS OR MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSDOT) (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 22. PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BINDER OR PROJECT BOOK AND ON -SITE AT ALL TIMES. 23. BACKFILL WILL BE PLACED 1N SUCCESSIVE LAYERS NOT MORE THAN TWELVE INCHES IN THICKNESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL. IF, IN THE OPINION OF THE ENGINEER OR THE DPW, THE EXCAVATED MATERIAL IS UNSUITABLE, THE ENTIRE MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPf?OVEQ BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY, A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA. THE FINAL TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL THOROUGHLY TAMPED. 24. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASTM D5195-02, STANDARD TEST METHOD FOR DENSITY OF SOIL & ROCK IN -PLACE AT DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS. 25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN 24-HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. 26. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB -GRADE LEVEL SHALL EXTEND PAST THE EDGE OF THE RIGHT-OF-WAY AT A 2:1 SLOPE. THIS IS TO PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF-WAY. LAYOUT NOTES I. ALL CONSTRUCTION IN CITY/TOWN RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY/TOWN STANDARD SPECIFICATIONS. 2. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 3. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATION AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND MOCUMENTATION DISTURBED DURING CONSTRUCTION. 4. ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE 1N ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLANS. 5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: AASHTO, OSHA, EPA, DEP, MASSDOT , ETC. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO THE START OF WORK. 6. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY THE CONTRACTOR. IF FIELD CONDITIONS VARY SIGNIFICANTLY ENOUGH TO REQUIRE A CHANGE TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 7. THE SITE/GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER AND ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL ACCEPTED CONSTRUCTION PRACTICES, OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS. 8. ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINr,.S INITIATM RY THE GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE OWNER AND OR THE ENGINEER SHALL BE ACCOMPLISHED AT THE CONTRACTORS RISK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL & LEGAL DISPOSAL OF ALL MATERIAL NECESSARY TO PREPARE THE SITE FOR THE NEW CONSTRUCTION AS SHOWN ON THE SITE DRAWINGS. 10. REPAIR DAMAGED CITY/TOWN ROADS AND CURBS IN ACCORDANCE WITH MASSDOT AND/OR THE CITY/TOWN REGULATIONS. 11. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS ADJACENT TO PAVEMENT TO BE REMOVED. 12. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE PLANS. EARTHWORK NOTES 1. THE CONTRACTOR 1S SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. STORM PIPE SHALL BE AS NOTED ON PLANS. 4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH GRADES, AND SHALL HAVE TRAFFIC BEARING RING & COVERS (H20). 10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE 11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME 14. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF 0.010 FT. 15. CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF 4" LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX. SITE UTILITY NOTES GENERAL: 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE IN GRASSED LANDSCAPED AREAS WITH WATER TIGHT LIDS. 3. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 5. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 6. SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES AT THE CITY WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 7. THE CONTRACTOR 1S SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION RC'QUIRCAICNT.i AND 31-CCH-IGAT/GN3. 9. CONTRACTOR SHALL COORDINATE INSPECTION OF UTILITY LINES WITH APPROPRIATE AUTHORITIES PRIOR TO BACKFILLING TRENCHES. 10. CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. 11. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES WITH LOCAL COMPANIES TO AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL UTILITIES, INCLUDING CURB BOXES, MAY NOT BE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CALL THE "DIG SAFE CENTER" TO HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 14. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER, OWNERS OF ADJACENT PROPERTIES, AND THE CORRESPONDING UTILITY OWNER. CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE UTILITY OWNERS. 15. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS. SEWER: 1. SANITARY SEWER MAINS AND LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM D 3034-SDR35. THE MINIMUM SIZE FOR SEWER MAINS SHAL BE 8",• SEWER LATERALS SHALL BE 4" MIN. 2. ALL SANITARY SEWERS, SEWER FORCE MAINS, AND SEWER LATERALS SHALL BE INSTALLED IN FIRST-CLASS BEDDING AND IN ACCORDANCE WITH THE DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. SEWERS SHALL BE INSTALLED TO THE LINE AND GRADE INDICATED ON THE PLANS. 3. ONLY PRECAST CONCRETE MANHOLES OF A DESIGN APPROVED BY THE TOWN ENGINEER SHALL BE INSTALLED ON A SANITARY SEWER MAIN. 4. NO GROUNDWATER OR SURFACE WATER SHALL BE DISCHARGED INTO THE SANITARY SEWER. 5. WHERE ROCK 1S ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH OF ONE FOOT BELOW THE FLOWLINE OF THE SEWER AND THE PIPE LAID 1N A PROPERLY COMPACTED GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER. 6. ONLY GRANULAR MATERIAL APPROVED BY THE TOWN ENGINEER SHALL BE USED AS BACKFILL IN ANY TRENCH EXCAVATION. WATER: 1. CONTRACTOR SHALL CONTACT THE CITY/TOWN WATER DEPARTMENT FOR SPECIFICATIONS AND MAKE OF VALVES, VALVE BOXES, FIRE HYDRANTS AND ALL OTHER WATER LINE APPURTENANCES. 2. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL DPW SPECIFICATIONS AND WATER DISTRIBUTION SYSTEM. CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY WATER DEPARTMENT. 3. ALL WATER MAIN SHALL BE DUCTILE IRON (D.I.), CLASS 52, AWWA C-151 (ANSI A21.40). D.I. PIPE SHALL BE DOUBLE CEMENT LINED WITH A SEAL COAT CONFORMING TO AWWA C- 7 04 (ANSI A-21. 4). 4. JOINTS FOR D.I. PIPE SHALL BE PUSH -ON OR OTHERWISE APPROVED, AWWA C 151(ANSI A-21.51) WITH GASKETS CONFORMING TO AWWA C-1 1 1 (ANSI A-21.11) MAXIMUM LENGTH OF PIPE TO BE 20 L.F. 5. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 53 WITH PRESSURE RATING OF 350 PSI AND MECHANICAL JOINTS CONFORMING TO AWWA C-151 (ANSI A21.51). 6. RETAINER GLANDS: RETAINER GLANDS SHALL BE DESIGNED TO IMPART MULTIPLE WEDGING ACTION AG-AlJ§T THE PIPE, IFICREAgE /Ts R€Sr§TANCE A§ THE PREMPE INCREASES. GLANDS SHALL BE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-80. RESTRAINING DEVICES SHALL BE DUCTILE IRON HEAT -TREATED TO A MINIMUM HARNESS OF 370 BHN. TWIST -OFF NUTS SHALL BE USED TO INSURE PROPER ACTUATING OF THE RETAINER GLAND. DIMENSIONS OF THE GLAND SHALL BE SUCH THAT IT CAN BE USED WITH THE STANDARD MECHANICAL JOINT BELL AND TEE -HEADED BOLTS CONFORMING TO ANS1/A WWA A21.1 AND ANSI/WWA 153/A21.5. THE RETAINER GLAND SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A ' MINIMUM SAFETY FACTOR OF 2:1 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH THE PIPE CLASS AND PIPE MANUFACTURER FOR ALL SIZES PROVIDED ON THE JOB. THE RETAINER GLAND SHALL BE MEGA -LUG AS MANUFACTURED EBAA IRON, INC., OR APPROVED EQUAL. 7. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL BE INSTALLED WITH A MINIMUM FIVE FEET OF COVER. WHEN CROSSING ABOVE OR BELOW WATER PIPELINES, A MINIMUM VERTICAL SEPARATION OF SIX INC14ES SHALL BE PROVIDED. WHEN CROSSING SANITARY SEWERS, A MINIMUM OF 18" SHALL BE PROVIDED. SITE UTILITY NOTES CONTINUED 8. THE INSTALLED WATER MAIN SHALL BE PRESSURE TESTED, FLUSHED AND DISINFECTED BY CONTRACTOR IN ACCORDANCE WITH AWWA C-600 AND AWWA C-651 OR PER CITY/TOWN WATER DEPARTMENT STANDARDS. 9. DUCTILE IRON PIPES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C-600. 10. ALL MECHANICAL JOINTS ARE TO BE RESTRAINED. FITTINGS SHALL BE RESTRAINED BY MECHANICAL JOINT RESTRAINTS. THE PIPE CONNECTED TO THE FITTING SHALL BE RESTRAINED PER THE MANUFACTURER'S SCHEDULE. 11. THE CONTRACTOR SHALL MARK THE LOCATION OF THE PROPOSED WATER MAIN AT LEAST 48 HOURS PRIOR TO EXCAVATING. EXCAVATION SHALL NOT PROCEED WITHOUT AUTHORIZATION BY THE ENGINEER. 12. ALL WATER MAINS, HYDRANT BRANCHES, AND SERVICES SHALL HAVE UTILITY WARNING TAPE. THE TAPE SHALL BE BURIED APPROXIMATELY 2 FEET BELOW FINISHED GRADE 13. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. COMPACTION EQUIPMENT USED MUST BE SPECIFICALLY DESIGNED FOR COMPACTION. TAMPING WITH THE BACK OF THE BACK HOE BUCKET IS UNACCEPTABLE COMPACTION. 14. ALL WATER SERVICES SHALL BE 1" DIA. COPPER TUBING TYPE K, SOFT TEMPER CONFORMING TO ASTM B88 UNLESS OTHERWISE NOTED. 15. DEPRESS WATER MAIN UNDER EXISTING SERVICES AND HYDRANT BRANCHES TO MAINTAIN 5'-0" OF COVER. 16. ALL WATER MAINS SHALL 8E LAID PER THE PI.ANS TO MAINTAIN THE MAXIMIIM SEPARATION FROM EXISTING OR PROPOSED SANITARY SEWER. DISTANCE SHALL BE MEASURED EDGE TO EDGE 17. IDENTIFY EACH PIPE LENGTH & FITTING CLEARLY WITH MANUFACTURE'S NAME & TRADEMARK. NOMINAL PIPE SIZE & MATERIAL DESIGNATION. 18. ALL WATER MAINS & SERVICE PIPES SHALL BE LAID IN A TRENCH SEPARATE FROM ANY OTHER UTILITY (GAS, ELECTRIC, TELEPHONE, ETC.) SHALL BE A MINIMUM NO LESS THAN FIVE (5) FEET FROM ANOTHER UTILITY. 19. ALL MATERIAL SHALL BE IN ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "RULES & REGULATIONS". ALL WORK TO BE PERFORMED 1N ACCORDANCE WITH CITY/TOWN WATER DEPARTMENT "SPECIFICATIONS". CITY/TOWN WATER DEPARTMENT STANDARDS SHALL TAKE PRECEDENCE OVER ANY REQUIREMENTS LISTED ABOVE. PERMITTING W KA DEMOLITION NOTES I. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL GARAGE TO j APPURTENANCES THAT MAY OR MAY NOT BE IN PLACE TO SERVE THE EXISTING ON —SITE BE REMOVED £ STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB —SURFACE STRUCTURES MAY BE IN PLACE AND MAY REQUIRE ATTENTION BEFORE W l f N �N' CONSTRUCTION MAY PROCEED. N2. CONTRACTOR SHALL CONDUCT A PRE —DEMOLITION SURVEY TO IDENTIFY ANY AND ALL d UTILITIES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN ' € PLACE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL OR RELOCATION, ' �z�� ' r INCLUDING BUT NOT LIMITED TO: ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & L NE POLES, ETC. AS REQUIRED. ALL WORK SHALL BE 1N ACCORDANCE WITH GOVERNING AUTHORITIES' SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID. �~ 4. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK. .x� ?k . NO 5. CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND m..=f"; �f'`•w �� LANDSCAPING TO REMAIN. & CnNTRAr TnR .gkAl 1 MAINTAIN EYICTING UT1L1T10; TO PEAMIN IN SERVICE AND PROTECT TI--IEm F r FROM DAMAGE DURING DEMOLITION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES TO 1'I f EXISTING BUILDING TO BE REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE I DEMOLISHED IN ITS ENTIRETY, , d E UTILITY OWNER. INCLUDING FOUNDATION, STEPS, & FOOTINGS, ETC. DISCONTINUE F jAlkd d d ` L UTILITY DISCONNECTION SHALL BE PERFORMED TO THE SATISFACTION OF THE RELEVANT £ } & REMOVED UTILITY SERVICES t d j > UTILITY COMPANY AND COMPLY WITH ANY LOCAL, STATE AND/OR FEDERAL REGULATORY � { ( APPROXIMATE AGENCIES. f t d �,. LIMIT OF TREE £ ~ F ,4 1 CLEARING 8. CONTRACTOR SHALL PROMPTLY TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED "~.. t.....t MATERIALS OFF OWNERS PROPERTY. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL. s £ i ;.'z r£ f CONCRETE PAD S LIMIT OF WORK/ :Y. i f f ,...,.... f i <, / / ;� uvi TO BE REMOVED € SILT FENCE LINE 9. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 04 - � s r - --•.f � :<;; = M� L 1 I r 10. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO -f, DEMOLISH &; W�";° _.µ £ I /, OWNER. REMOVE DRAINAGE s' -�. _._- W ._ __.., _.._ W. ,.... ! I£ / J INSTALL -- SERVICE ""xx ` � E ABANDONED � 11. TRANSFORMER TO BE REMOVED f- CONTRACTOR 1S RESPONSIBLE FOR CONTROLLING DUST SO THAT DUST DOES NOT CREATE A f r STRUCTURES &PIPE-- d SERVICE TO B NDO i NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR SHALL BE RESPONSIBLE ANTI —TRACKING ! � � fo I , „ .,. w... .. J�,,,.,._.. APRON t f ,s :,,; ; ,�„_ w COORDINATE W UTILITY / FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION > I WITH � f _`!" - ...�.,.-r "". z . .::: .:...'.., `? PROVIDER / µ M �� _ w ..•:': a : I / j j' AND AS NEED 1S DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. ( £ 122- w '~ —wry f r `r /f 12, NO ACTIVITY SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINE AS SHOWN ON PLAN WITHOUT ,�°; j -' _ w ~ , _ M ,�' / / / j / THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER AND LANDOWNER. REMOVE GUARDRAIL f _ n N, c & BUSINESS SIGN f f ifi 4 r MANHOLE TO BE / 1 �`�f ' ` r ` REPLACED. LATERALS f 13. THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344---7233 A MINIMUM OF 72 HOURS w, z1 _ i i12 ,�, _ MO 3 (M—F) PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITY , TO BE RE MOVED VED fof ii3 of siE- i� M,, ,•-' ,+,'' M^ 14. THE LANDSCAPE ARCHITECT/ENGINEER 1S NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE • f"` - , / 5 F mm , , .,r..m, ry ., ; f dy f i F ;• µ S f ��£ _S CK � / DISCOVERED ON —SITE DURING DEMOLITION OR CONSTRUCTION THAT WAS NOT PREVIOUSLY /..,. ,a.s r s i ' , .t £ .< 4Fs 4 Y S, /..... f / 'E 4lmm `: € 7,6 r 1 / £1 !f :. r.. ,Y a„� �M-f Mz INDICATED ON THE SURVEYS OR INFORMATION PROVIDED. S iY1 ..., s y....,,,«.....,,,, i 3 : e„)jh� ...................,'.•lw'.' „-....,..,,,,, -� .,-w... J.% . '� f..._y.. a '•',..: 5 "'f ✓ J J �j f / PAVEMENT SHALL BE SAWCUT AT THE LIMIT OF WORK. ALL PAVING, FOOTINGS, UTILITIES, �,,,,,.,,,•�.........< 3 f f.... f E r..,-C rt : xs `{v�'v' , "....'" f / t.. � �""'� � PVC, ��E�i�, �' t �' �'w 1 � f PVC N'V£ ., a, -(,3) " V ,=� 1 4,64 / / j x., ; CURBING AND OTHER EXISTING IMPROVEMENTS SHALL BE REMOVED OR SUITABLY MILLED TO A y THE SATISFACTION OF THE OWNER AND GENERAL CONTRACTOR. 4 6 PVC 5 'l 1 y'gi y r � t � „i(:.'1k ,.,:,. ~�. f S if«„�,,.. f rr.3�......-., f j < 12—%, f4 t f "fig' y-. ._.:w:.." '� �.. . i � '.�5 � € Ri I&91 � (31 ra r-r---- n�''F £ s; '� - x b ,zy a <f IN 3 =r; E £ � M .- ' � f � / CONSTRUCTION SEQUENCE VfA BUILDING 1 f � fi 1 f d I .'�, `..: t'^ 3 3,11 �`"'^M� i`�. f y' "'"'-3vt.. €� w^",..,,...... l,+- e s . ,:J�' }4 °`l V�;{-•--.M `' ,.,✓ ,,,' j / f £ - 1. THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION _ A ,,' f j I `� PREVENTION PLAN SWPPP AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE ,�S . ., fl i PIPE TO BE d ( ) } 1j�f `" f " f ! d REQUIRED PRIOR TO ANY LAND DISTURBANCE WATER SERVICE TO \ f � � '. -'r- S CMP TO £ .k r REPLACED & ! I F /... .-~ s:. BE REMOVED 1 I l O ABANDONED i £ ` `" 'w M 2. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY—EIGHT HOURS PRIOR TO COMMENCEMENT COORDINATE WITH I s f _ '� / j LOWERED J f , £ E ; ; ram` " t r, ;! ` "� I i OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. UTILITY PROVIDER 'E �` "a ri �i I E F ! { £� �"" - ,r, �.i . � Q •� �t s £ f f � �- � j � s ff € r4 T E POLES & WIRES:` j Fcn' r . �; 3 M j _ , r. �- t M � �". � � � ; �.�--- � 3. CONSTRUCT ANTI —TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET BE REMOVED lr`. ` } _ f»: -~" i PROTECTION AS DEPICTED ON THE PLAN. mw 5 ,., � £fi> f � � � 4. INSTALL SILT FENCE AS SHOWN ON THE PLANS. £ CONCRETE PAD L. t CHICKEN COUP { f F �n UFFER > - a' j " TO BE REMOVED TO BE REMOVED ` £ f 5 -£ I r- . 5. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND ! sF ' 1" SF ��' SF .� ` £ EARTHWORK MAY COMMENCE ��:,� , _` ~rK~rat ,,, -'�� f"~.'�-,._� k �-..~"'_ _...... ..-''� .,.� ``` �,, �` `~�...,�...�,..,�,..�...e"-•1 _. , ... �£I`�CE�£ COy�t 6. CLEAR AND GRUB SITE. STOCKPILE OCKPlLE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. L_:.:..._..__.. „;„1--~'�'ter, ,�..v"`� �. ,,,...,.,../ , , £ �" •�� �- ..:'--,..,,.~.� 200' RIVERFRONT� 1 ! 3 7. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE "`'s'J ry _ , sF sF PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. z 8. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE, GAS P° 5SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. /� �� , �� d '4 f 6`" PVC iNV.�==109, 9. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. LIMIT OF WORK/ s � � � � , � � v , � � ,� �' t ram,.- � .,� SILT FENCE LINE i i w-6 .. _. ~ j f i • �� 10. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 11. UPON INSTALLATION OF PAVEMENT SURFACE ! NSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. 100' ~ ' �' / , J^ a� r _ ' ~~ � s A ? FEI� C � 12. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS. INNER RIP,ARIA \ ' ; ` „ ! / �_ ...� _ / • µ� r- 13. AT THE DIRECTION OF THE TOWN OF AGAWAM, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. INTERMITTENT STREAM I I v v v w — € 3 �f'y ;'fk 210 1 1 p. APPROX. BANK „ .. � '4 �.fG,. `�. / "y��i l'� m%%,d'r✓y�5e, E —2 Mn TARKILL BROOK ApAMS gTREET �� ,,..� _1 40 0 20 40 80 CULVERT rr pr>Rox 0c;,: SCALE: 1 "=40' PERMITTING R=30.0' TYPE-2 BERM TRANSITION TO FLUSH AT WALK R=30.0 BIT. CONC. BERM (TYPE-2/MATCH EXIST.) s 77 f f i t Ali i f z�� f N f i? f f f f f r BIT. BERM - f TYPE 2 (TYP) DUMPSTER PAD W/ ENCLOSURE 01� Nfa � 0 w L 10' •� 25't I S' - 50, I. 5' CONC. WALK COMMUNAL BIKE RACK (10' LENGTH) 1,3 �," i '• i 5' CONCRETE ACCESSIBLE WALK (TYP) PARKING SIGN (TYP) Co n.. R=10.0'µ R=10.0' R=10.0' g,T f 24 T N1 .. M wf R=3.0 s ff t 18' 24'-*-- 3S'- 24' 18' ja f �n j3 � � corvc.7 f ` � IBIT. CONC. kVAN R=15.0'910' N MP 30' CURB STOP ' ` FLUSH MONOLITHIC PROPOSED TREE LINE �,,LOAM & SEED -� PLAIN 1 t ACCESSIBLE RAMP PARKING 9' SIGN (TYP) TYPE CONC CURB R = 10.0' RAMP R=3.0'-\ Monn ERM ` w W/r'��////%� l 4--- 30' - 30'-- 10' 7.5' 7.5' 10' € 7- -- 0 BIT. BERM TYPE-2 (TYP) , EXxSTN ll f f � f" '� � ,� -• S" WETLAND BUFFER & RIVERFRONT AREA DISTURBANCE CATEGORY AREA OF DISTURBANCE WETLAND BUFFER (0-50') 309 S.F WETLAND BUFFER (50'-100') 6,900 S.F. RIVERFRONT AREA (0-100') 0 S. F. RIVERFRONT AREA (100'-200') 155 S.F. 40 0 20 40 80 SCALE: 1 "=40' Ki -'-� LOAM & 26' { I� FUTURE ADDITION 91 10,000 S.F. I F.F.E.=123.3 kn I � Irn I 15.1' 77_ .. . . I �/>!IT. I I I 1 11 9, CONC. 10' 8' 24 R=10.0' MONOLITHIC I CONC. CURB 3.0' .10, 11 L BIT. 11 CONC. A. R=3.0' R=3.0SF SF 50 0' BUF FER STORMWATER SF SF - - - BASIN `P to LIMIT OF WORK SILT FENCE LINE A Y y ,.. r; \ 200 RIVERFRONT y..._.... r..,. .. y LEI w-1 w-2 w-3 '".�., s .H' ` ,...... w-5 ��r-�� a� � DUMPSTER B-216 'ter sm EN W/ 8-18 f �. CLOSURE PROPOSED PROPERTY LINE\ MONOLITHIC CONC. CURB �^ 100 INNER RIP RI,q \ / B-213 f / w-7 50BUF�~ i T / INTERMITTENT �/ w-7A STREAM B-212 B-20 i-r -2t) B-10 b-12 b...".8 210, I� � Y , ,". r `..,.... %� i✓ .,,,, �TARKILL BROOK B� i0 APPROX. BANK "px / _2 ANIS STREET �y BIT. CONC. WALK (TYP) SITE INFORMATION / ZONING TABLE LOT INFORMATION ZONE BUSINESS A WATER TOWN SEWER TOWN SITE PLAN INFORMATION .� �� ITEM REQUIRED PROVIDED MINIMUM LOT AREA N/q 5.9683 ACRES MINIMUM ROAD FRONTAGE N/A VARIES MINIMUM FRONT YARD SETBACK 35' 156'f MINIMUM SIDE YARD SETBACK 0' 10'f MINIMUM REAR YARD SETBACK 25' 26' MAXIMUM BUILDING HEIGHT 45'/3 STORIES < 45'/< 3 STORIES LOT OOVEPNAGE op/ 17.7X PARKING REQUIRED* PROPOSED BUILDING # 1 PROPOSED BUILDING #2 PROPOSED BUILDING #3 TOTAL 50 SPACES (2 HDCP) 23 SPACES (1 HDCP) 20 SPACES (1 HDCP) 68 SPACES (3 HDCP) 31 SPACES (2 HDCP) 40 SPACES (2 HDCP) 93 SPACES 4 HDCP 139 SPACES 7 HDCP 7' MONOLITHIC CONC. CURB DUMPSTER PAD W/ ENCLOSURE / - BIT. BERM TYPE-2 (TYP) / / LIMIT OF WORK/ SILT FENCE LINE * BASED ON SERVICE INDUSTRIAL BUILDING: ONE (1) PARKING SPACE FOR EACH FIVE HUNDRED (500) SQUARE FEET OF GROSS FLOOR AREA. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH SITE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LANES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO AASHTO M248 TYPE "N". 2. STOP BARS SHALL BE 12" WIDE (WHITE). J. ALL PARKING STALL LINES SHALL BE 4" WIDE (WHITE). 4. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'; "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS MASSDOT, STATE BUILDING CODE AND ADA REQUIREMENTS, AND AS SHOWN ON THE PLANS & DETAILS. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT 1S THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. CONSTRUCTION -SEQUENCE 1. THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE REQUIRED PRIOR TO ANY LAND DISTURBANCE. 2. CONTACT THE TOWN OF AGAWAM AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROJECT. 3. CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN. 4. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 5. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE. 6. CLEAR AND GRUB SITE. STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE. 7. COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS. STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. 8. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. 9. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 10. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 11. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. 12. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS. 13. AT THE DIRECTION OF THE TOWN OF AGAWAM, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. PERMITTING R LEVESQQUE ASSOCIATES z Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph: 413.568.0985 fax:413.568.0986 40 School Street Westfield, MA 01085 rlaland.com C fu W .J E `D CL CL Ul 00 J � W Q WUa M2 �- a W R .... . E a"r M a �WLb � C Ul � Q FM W W_ D U a CL >= L Ln m J N e ,,��fltfl3� t111�4t PREPARED FOR: Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROD. NUMBER: 170809 Illl.- 40 0 20 40 80 SCALE: 1 "=40' Le �1 � f � 3:1 SLOPE MAX. 00' INN R RIP � r ARIAN INTERMITTENT - STREAM j s> 53-206 I „mow ' n TARKILL BROOK ,.....to 7 b_5 w mef�- -2 APPROX. BANK DMS STREET PCB-3 RIM=120.00 PCB-6 RIM=114.20 PFES-2 w/ RIPRAP 12" INV=1 10.31- DRAINAGE NOTE DRAINAGE SHOWN ON THIS SHEET IS SHOWN SCHEMATICALLY FOR REFERENCE PURPOSES ONLY. PLEASE REFER TO SHEET C-6, DETAILS AND DRAINAGE REPORT FOR DETAILS ON STORMWATER DRAINAGE SYSTEM. GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. J. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA) TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE CITY/TOWN DEPARTMENT SPECIFICATIONS. SHORT-TERM EROSION CONTROL MAINTENANCE 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF -SITE SEDIMENTATION IF DEEMED NECESSARY BY ON -SITE INSPECTION. J. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION. 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD, AND THE INSPECTION SHALL BE DOCUMENTED 1N WRITING. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. 5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID EXCESS EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. 6. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES DEEP OR AS NEEDED. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON -SITE. 7. DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. 8. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO OFF -SITE SILTATION. 10. INSPECT AND MAINTAIN CONSTRUCTION ENTRANCE STONE SUCH THAT SEDIMENT DOES NOT TRACK ONTO THE STREET. ANY SEDIMENT TRACKED ONTO THE STREET SHALL BE CLEANED DAILY. 11. AFTER CATCH BASINS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN PAVED, THE CONTRACTOR SHALL PROTECT THE INLETS BY CONSTRUCTING INLET PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOOMED AND SEEDED. 12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SUBSTANTIALLY STABILIZED. AFTER REMOVAL OF MEASURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY. 13. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF SILTATION TO WETLAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE BOUNDARIES. ACCESSIBILITY NOTES 1. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 2. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 3. IT 1S THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 4. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SAID REGULATIONS. CONSTRUCTION NOTES 1. THE CONTRACTOR/OWNER/DEVELOPER TO BE AWARE THAT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AN ILLICIT DISCHARGE COMPLIANCE STATEMENT ARE REQUIRED PRIOR TO ANY LAND DISTURBANCE. 2. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. J. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 4. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS. 5. APPROVED PLANS TO BE ON SITE AT ALL TIMES. 6. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. S. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 11. ALL CONSTRUCTION METHODS TO CONFORM TO AGAWAM PLANNING BOARD REGULATIONS AND BOARD OF PUBLIC WORKS SPECIFICATIONS. 12. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, 1. E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 13. ALL CATCH BASINS TO HAVE 48" SEALED SUMPS AND HOODS. 14. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. PERMITTING R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph:413.568.0985 fax: 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com Z a 1� J ZD O� lli Z 00 Ix u W Z �j O ZQ G� aZ �W l72 G w N PREPARED FOR: 69A C N W E- UD a0 o W - W w V Qr. aft /a CL R ■!!!f m L ■ -w E fa - c C Y1^p cn Q W W in o ._ CL Ln V. aN - - Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE. AS NOTED RLA PROD. NUMBER: 170809 PDMH-2 RIM=121.71 12" 1N=1 16.50 (MANIFOLD) 12" IN=1 16.50 (MANIFOLD) 12" IN=1 16.50 (MANIFOLD) 18" OUT=1 15.50 (POCS-1) SUBSURFACE INFILTRATION BASIN #1 STORMTECH SC- 740 CHAMBERS 8 ROWS x 9 CHAMBERS (72 TOTAL) BOTTOM STONE ELEV=1 15.00 BOTTOM CHAMBER ELEV=1 15.50 TOP STONE ELEV=1 18.50 (SEE DETAIL, SHEET D-5) PDMH-1 RIM=122.18w 18" IN=1 15.50 (PWQU-1) 24" OUT=1 15.50 (ISO. ROW), 12" OUT=1 16.50 (MANIFOLD) " 12" OUT=116.50 (MANIFOLD) �, e ' F PROP. HYDRANT & VALVE I COORDINATE INSTALLATION i"` I VV1IH U11L11 T PHUVIOLH s if if 18" HDPE 84 LF S=0.010 .At PWQU-1 } a„ ,. ., s RIM=120.45 £ r71 12" IN=1 16.30 (PCB-4) t 12" 1N-1 16 30 (PCB i ` PROPOSED GAS SERVICE COORDINATE INSTALLATION WITH UTILITY PROVIDER PROPOSED WATER SERVICE COORDINATE INSTALLATION WITH UTILITY PROVIDER PROP. ELECTRIC SERVICE COORDINATE INSTALLATION WITH UTILITY PROVIDER £ F � 12" HDPE 130 LF f f S=0.009 PCB-4 w: f RIM=120.10 } z 12" OUT=1 17.50 f �.3 f J3"� t" 1 18" OUT=116.30 (PDMH---1) HH]' f 3 �44. i 12 HOPE 31 LF S=0.017 ; .��,4•.f..,. / '�;"� �� f -- PCB-1 TO PCB_ RIM=120.14 12" OUT=1 16.85 . f.. z :7 i I � • fsf f rir W �v „� µ W UEEL LGL ...:. 3 mow.. ...... � �r :.Ell "6" s INV=116.00. .; r � 114 ' .4-7-7- E ( 18" HDPE- _, � � N G,d W U0. U0. 6" PVC 181 LF, ..... x S=0.011 £ SzrQ.OBg # ��� / ...;ham �,� ". r- . i � i ( "�,,:.�";"."w:.-�,•,,,�., � �7 � s 3 � t PROPOSED ELECTRIC, GAS, & WATER (FIRE & DOM.) SERVICES TYPICAL -TO EACH BUILDING (SEE UTILITY 9) PSMH-1 RIM=1 18.82 6" IN=112.00 (BLDG #1) 6" IN=112.00 (BLDG #2) 6" IN=1 12.00 (BLDG #3) 6" our-=1 11.90 (STUB) 40 0 20 40 80 SCALE: 1 "=40' M PCB-5 RIM=1 18.50 12" OUT=1 14.50 INV=114,00 /i 1" <0 FI 1T1 JRF AnnITInN 10,000 S.F. F.F.E.=123.3 I WI ' '3 _ . 1;,, ,,,a, • 12' HDPE ;;.� ��' , 6 LF S SF 5-0.033" SF SF SF . ✓ 1 W W C ............. i 200' 1VERFRONT '4 �. 1 µ18 HDPE "r iw-A �Y , -, -1 f 59 LF w� F £ , 4" 1 6 PVC 117 LF /-7 RE -LAY PIPE BEGINING 100' INNER RIPARIA \ _.~ 15'f FROM MANHOLE m7 6" IN=110.5t INTERMITTENT }/l, -7 mµ STREAM B-212 t y w'. n. 1 x w ,. 5.¢ '- APPROX. BANK } �} €/i POW -2 ...., P/C 130 TARKILL BROOK r MS ST •POCS-1 RIM=121.63 12" IN=116.50 (MANIFOLD) 18" IN=1 15.50 (PDMH-2) 12" IN=1 16.50 (MANIFOLD) 18" OUT=115.00 (PDMH-4) SUBSURFACE INFILTRATION BASIN 112 STORMTECH SC-740 CHAMBERS 8 ROWS x 8 CHAMBERS (64 TOTAL) BOTTOM STONE ELEV=1 15.00 BOTTOM CHAMBER ELEV=115.50 TOP STONE ELEV=118.50 (SEE DETAIL, SHEET D-5) C%ti ok PDMH-3 RIM=121.18 12" IN=115.50 (PCB-3) 24" OUT=115.50 (ISO. ROW) 12" OUT=116.50 (MANIFOLD) 12 HDPE 78 LF PCB-3 (WATER QUALITY UNI; RIM=120.00 12" OUT=116.80 18" HDPE 148 LF S=0.008 / PROPOSED HYDRANT & VALVE COORDINATE INSTALLATION WITH UTILITY PROVIDER PCB-2 RIM=116.36 12" OU� 112.70 PDMH-4 RIM=118.64 18" IN=113.80 (POCS-1) ? 12" IN=114.30 (PCB-5) N, /18" OUT=113.80 (PFES-1) lIf / 3 12" HDPE 122 LF S=0.016 F �# PDMH-5 RIM=114.70 12" IN=110.80 (PCB-2) 1 12" IN=110.80 (PCB-6) 12 OUT=110.80 (PFES-2) I f 12" HDPE 22 LF S=0.018 --- -PCB-6 RIM=114.20 , 12" OUT=111.20 i ! j 12" HDPE 27 LF S=0.018 PFES-2 w/ RIPRAP i 12" INV=110.3f t ROOF LEADER "i 12" HDPE MIN. S=0.010 r I SURFACE INFILTRATION BASIN SEE SHEET D-6 UTILITY NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISTING/PROPOSED BUILDING TO SERVICES IN THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY. 5. SEE ARCHITECTURAL PLANS FOR BUILDING CONNECTIONS OF ALL UTILITIES. 6. UTILITY CONNECTIONS (NATURAL GAS, ELECTRICAL, TELECOMMUNICATIONS, ETC) SHOWN HEREON ARE SCHEMATIC IN NATURE TO DEPICT CONNECTION OF SAID UTILITIES TO THE SUBJECT BUILDING(S). THE RESPECTIVE UTILITY PROVIDER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN OF THE RELEVANT UTILITY. 7. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 8. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RLA,) TO CONDUCT A POST -CONSTRUCTION .A&1ALY4_ZISZ OW T!-1J= ❑RA1A1.AC1- SYSTEA! MIRING ACTUAL STORAA Ek/KNTC Tn DETFRAA11Vt TWE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 9. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE TOWN DEPARTMENT SPECIFICATIONS. 10. PROPOSED UTILITY CONNECTIONS TO BUILDINGS ARE SHOWN SCHEMATICALLY. FINAL LOCATIONS AND SERVICE SIZES TO BE DETERMINED BASED ON BUILDING USE AND ARCHITECTURAL PLANS. GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVES UE ASSOCIATES INC. RLA TO CONDUCT A POST -CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RLA WILL RECOMMEND ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR. 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THEIR RESPECTIVE CITY/TOWN DEPARTMENT SPECIFICATIONS. CONSTRUCTION NOTES 1. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD DATA AND ARE APPROXIMATE ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQU,RED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY THE CONTRACTOR. 3. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS. 4. APPROVED PLANS TO BE ON SITE AT ALL TIMES. 5. CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 7. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE TRANSPORTED OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 9. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED. 10. ALL CONSTRUCTION METHODS TO CONFORM TO AGAWAM PLANNING BOARD REGULATIONS AND BOARD OF PUBLIC WORKS SPECIFICATIONS. 11. AGAWAM DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY, I.E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT, WATER DEPARTMENT, ETC. 12: Akk gAT;✓H 0A§lNg To NAy€ #§" 5FAL€L 5yMP§ ANQ HooBg: 13. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. SUBSURFACE INFILTRATION BASIN CONSTRUCTION NOTE THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE SUBSURFACE BASIN AT THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL GIVE NOTICE OF 24 HOURS OR MORE FOR INSPECTION PURPOSES: 1. EXCAVATION OF THE INFILTRATION AREA 2. INSTALLATION OF THE STONE & CHAMBERS PRIOR TO BACKFILL 3. BACKFILL OF INFILTRATION SYSTEM PRIOR TO COVERING WITH FILL SURFACE INFILTRATION BASIN CONSTRUCTION NOTE THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BASIN AT THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION ON THE FOLLOWING: 1. COMPLETION OF EXCAVATION FOR THE INFILTRATION BASIN AREA TO SUBGRADE 2. AFTER SPREADING OF DENSE TURF SEED OR WATER -TOLERANT GRASS PERMITTING ■ J [ -a w fa R- - E C. M NNW w Lb tn W j L fa W -w CM U1Q a W Z w p a o tn `m 0 a ru - - . wr rZ NO GRAI3 N. • �7�� 1� r r PREPARED FOR: Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REV15IONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 170809 r �/ / /% 100' INNER / RIPARIA � INTERMITTENT STREAM X. f /W. UFFER i ` _?R \ %y 6_._203,4 .// °'li %��,•�..,��� .�,......,.... ''3°' .. '�':.%.• a %/!per ��' p TARKILL BROOK to uF 40 0 20 40 80 SCALE: 1 "=40' 7 .a_..;...,,A n %mud//..'u ... ••�..� �. i i t7 --- -% h.._FN APPROX. BANK .AaAMS STREET PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING NS 9 NYSSA SYLVATICA BLACK TUPELO 2-2.5" CAL. TC 4 TILIA CORDATA LITTLELEAF LINDEN 2-2.5" CAL. AC 15 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 2'-3' HT. (> #5 CONTAINER) BM 120 BUXUS MICROPHYLLA 'WINTERGREEN' LITTLELEAF BOXWOOD 18"-24" HT. PJM 17 RHODODENDRON PJM PJM RHODODENDRON 18"-24" HT. PM 16 PSUDOTSUGA MENZIESI DOUGLAS FIR 6'-7' HT. TO 62 THUJA OCCIDENTALIS 'NIGRA' ABORVITAE 5'-6' HT. LAWN AREA (MIN. 4" LOAM & SEED) RATE PER SUPPLIER REC. LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PLAN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALL BE THE SITE CONTRACTOR'S RESPONSIBILITY TO CROSS—REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. 3. ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SPECIFICATIONS FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY. 4. PRIOR TO SUBMITTING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "DIGSAFE ; AND ANY APPLICABLE NON—[DIGSAFE] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF ANY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. PERMITTING R LEVESQUE ASSOCIATES Landscape Architects Civil Engineers - Land Surveyors Environmental Consultants ph:413.568,0985 fox: 413.568.0986 40 School Street Westfield, MA 01085 rlaland.com Z a z a u tn z w T I= C rd W E— tD CL •- 00 W W W U Q M _a M w ._ L - E M in W c _ � v� W W In O •— V1 `m aN _ .•r► aTA' �F� r €lit PREPARED FOR: Ace Precision, Inc. 77 Melhc Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 170809 1.5"x1.5" OAK STAKE FILTER FABRIC (MIRAFI ENVIROFENCE 100K OR EQUAL) EXISTING GRADE 20" MIN. PROPOSED GRADE FLOW COMPLETELY BURY 16" MIN. END OF FILTER FABRIC IN TRENCH SECTION SILT FENCE DETAIL NO SCALE 2 EACH DUMP S DUMP STRAP I" (25mm) REBAR FOR BAG REMOVAL FROM INLET SILT SACK EXPANSION RE [/¢" (6mm) N'. 2" (51mm) F1 INLET PROTECTION - SEDIMENT FILTER SACK NO SCALE CHAMFER 6" REVEAL (TYP.) SEE PLAN FINISH PAVEMENT 12" 6" VARIES (SEE PLAN) 4" CEMENT CONCRETE (6" IN VEHICULAR AREAS) TOOLED JOINT 1.5% MA�- T•0� M a 12" NOTES: 1. PROVIDE EXPANSION JOINTS AT MINIMUM 30 FEET O.C. WITH PRE -MOULDED JOINT FILLER. 2. PROVIDE CONTROL JOINTS AT 6 FEET 0. C. W.W. MESH 6" COMPACTED GRAVEL COMPACTED SUBGRADE s�c��oN EXPANSION JOINT SEALANT (AT FIXED LOCATIONS) CONCRETE SIDEWALK—, 1/2" FINISH GRADE 3. PROVIDE BROOM FINISH IN Y2" PREFORMED I DIRECTION PERPENDICULAR TO EXPANSION JOINT 4 CURB. 4. CEMENT CONCRETE SHALL BE BUILDING FACE OR d Q 4,000 PSI, TYPE II. FIXED OBJECT JOINT DETAIL MONOLITHIC CONCRETE CURB & SIDEWALK NO SCALE CATCH BASIN OR MANHOLE HAY BALE INSTALL FILTER FABRIC UNDER GRATE MIN. 4" OVERLAP WOOD STAKE NOTE INSTALL BARRIER AT EACH CATCH BASIN AND DRAINAGE BASIN. CATCH BASINS IN PAVEMENT AREAS ARE TO RECEIVE ONLY THE FILTER FABRIC TREATMENT. INLET PROTECTION - HAY BALES NO SCALE PARKING SIGN FOR HANDICAPPED HANDICAPPED ACCESS AISLE SEE CIVIL PLANS 5' (TYP) _ 8' FOR VAN 8 —HANDICAP HANDICAP STALLS NOTES: 1. ALL DIMENSIONS TO CENTER OF 4" PAVEMENT STRIPING. 2. ALL STRIPING SHALL BE 4" SOLID WHITE PAVEMENT MARKING PAINT UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO ENSURE HANDICAP ACCESSIBLE PARKING SPACE SHALL HAVE A SLOPE OF 27o OR LESS IN ALL DIRECTIONS. HANDICAP PARKING STALL NO SCALE 10" 6" 4" 4.5" •. d 4' 2.5" CUT AWAY 3/4" DIA. PIN DOWN HOLES FOR NO. 5 REBAR 3'-0" 1'-6" l� 3—No. 3 PLAN VIEW REBARS 7" 4 4 ,, d- 4 L d SLOPED SIDE ELEV. 6' STANDARD SINGLE SIDE WHEEL STOP NO SCALE ANCHOR BLANKET IN A TRENCH ALONG THE TOP OF SLOPE BACKFILL AND COMPACT PREPARE SLOPE BEFORE APPLYING SLOPE PROTECTION MATERIAL 4" LOAM BORROW & HYDROSEED STAPLE OR PIN BLANKET IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS EROSION CONTROL FABRIC EQUAL TO NORTH AMERICAN GREEN SC 150 ; .................... SLOPE PROTECTION MATERIAL INSTALLATION AS FE 'D NO SCALE FINISHED GRADE (TREATMENT VARIES) SEE PLAN 4" THICK CONCRETE SIDEWALK (6" AT DRIVEWAYS) FINISHED GRADE (TREATMENT VARIES) vvrvernviU JVaVfSfiUC NOTES: 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE- MOLDED JOINT FILLER, 2. PROVIDE CONTROL JOINTS AT 6' O.C. CONCRETE SIDEWALK 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. %2" PREFORMED 4. CEMENT CONCRETE SHALL BE 4,000 PSI -TYPE IL EXPANSION JOINT REINFORCED CONCRETE SIDEWALK SECTION NO SCALE 9» f 2„ EXPANSION JOINT SEALANT (WHEN REQ'D) BLDG. FACE OR FIXED OBJECT JOINT DL7AI BITUMINOUS CONCRETE BERM TYPE-2 NO SCALE SLOPE AS INDICATED ON PLAN 1-1 /2" TYPE-1 ASPHALT CONCRETE TOP COURSE 2" TYPE-1 ASPHALT CONCRETE BINDER COURSE moo. ems. • e � e � r • • •• • r • • • a • •o u 4 PROCESSE D GRAVEL (COMPACTED TO 95X STANDARD PROCTOR) 8" COMPACTED BANK RUN GRAVEL BASE BITUMINOUS CONCRETE PAVING DETAIL NO SCALE 1-3/4" TO 3" ANGULAR CRUSHED STONE GEOTEXTILE FABRIC 6" MIN. 15' MINIMUM SECTION A —A 35' MINIMUM NOTES 1. EACH SITE ENTRANCE IS TO HAVE A TEMPORARY CONSTRUCTION ENTRANCE. 2. STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE. 3. PLACE GEOTEXTILE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4. ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMMEDIATELY. 5. ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE ORIGINAL DEPTH. 6. ANY SIDEWALK DAMAGED DURING CONSTRUCTION MUST BE REPLACED AT THE CONTRACTORS/DEVELOPERS EXPENSE 7. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR IMPASSABLE, A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED. ANTI -TRACKING APRON (AS REO'D) NO SCALE PLANT AT THE SAME DEPTH AS PREVIOUSLY GROWN 3" PINE BARK MULCH UNTIE AND ROLL BACK BURLAP FROM Y3 OFF ROOT BALL (MIN.); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY SLOPE TO FORM SAUCER PLANT BACKFILL MIXTURE SCARIFY EXISTING SOIL & BLEND WITH PLANTING MIX 1:1 AND COMPACT EXISTING SUBGRADE SHRUB PLANTING DETAIL NO SCALE TRUNK CALIPER SHALL MEET ` ANSI Z60 EDITION FOR ROOT BALL SIZE TREE SHALL BE SET AT OR 1" ABOVE THE ESTABLISHED FINISHED GRADE 3" PINE BARK MULCH /-- SLOPE TO FORM SAUCER 3" UNTIE AND ROLL BACK BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY PLANT BACKFILL MIXTURE 6 SCARIFY EXISTING SOIL & BLEND .......................................................... 18" WITH PLANTING MIX 1:1 & COMPACT 12" VARIES 12" EXISTING SUBGRADE TREE PLANTING DETAIL NO SCALE pPRnnsrriner.. 0 "I■■ SEINER E E ME 111MV R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph:413.568.0985 fax:413.568,0986 40 Schooi Street Westfield, MA 01085 rlaland.com .rrr cN W � E -- CL■■ O 0 � W W U Q Ln ® M -� - a M Q ■ E C. H _w W M L fa C Ln Q t CL o In C. aN .rrr 1, W 0 i{jrtrrtt �� �.tt PREPARED FOR: ' Ace Precision, Inc. 77 Melho Avenue Springfield, MA 01 104 ISSUANCE DATE: November 17, 2017 REVISIONS: DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED RLA PROJ. NUMBER: 170809 SA WCU EXISTM PAVEMI I1 1/2" BITUMINOUS CONCRETE TOP COURSE 3 1/2-- BITUMINOUS CONCRETE BINDER COURSE PERMANENT TEMPORARY r G -NT JACK HAMMER OR SAWCUT EDGE FOR TEMP. PAVEMENT SA EX PA 1:2." PROCESSED GRAVEL BASE COURSE, COMPACTED IN 6" LIFTS (FLOWABLE FILL (FULL DEPTH MAY BE REQ'D BY DPW SUPT). 12 MIN, OR LIMITS OF DISPLACED PAVEMENT GRANULAR MATERIAL COMPACTED IN 12" LIFTS NOTES: 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER COURSE IN ONE LIFT - COLD PATCH KNOWN AS "QPR" MAYBE USED WHEN TYPE 1-1 IS UNAVAILABLE. 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT PAVEMENT 3. PAVEMENT THICKNESS TO BE 5" MINIMUM, OR GREATER TO MATCH EXISTING CONDITIONS. 4. WHERE PAVEMENT IS CUT 2'-0" OR LESS FROM EDGE OF ROAD, REPAVING TO EXTEND TO EDGE OF ROAD. 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P. W. SUPT., THE EDGE OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH INFRARED EQUIPMENT TO SEAL THE JOINTS. PERMANENT PAVEMENT REPLACEMENT PLAN NO SCALE NCUT STING /EMENT DECORATIVE 10'-0" AS SHOWN PVC CAP (TYP.) ON PLAN 3'-0" 8"W PVC (TYP) EQUAL EQUAL HORIZONTAL RAIL TOP/BOT 0 0 7"W PVC VERTICAL TONGUE & GROOVE 8.6" DIA. CONCRETE FILLED BOARDS BOLLARDS 7'-0" LG., EMBEDDED IN 5"X5" PVC POST CONCRETE PAD, (TYP., QTY. 3) (SPACE 8" O.C. MAX.) EXPOSE PIPE 5'-0" ABOVE SLAB 10'-0" 6" THK. REINFORCED (TYP') HEAVY DUTY HINGES CONCRETE PAD (3 REQUIRED EACH GATE) -\ PIPE SET IN I CONCRETE TO RECEIVE DROP ROD 1'-0" LAYER OF COMPACTED STONE (314 "-1 1/2") EXISTING SUBGRADE GATE LATCH/LOCK & DROP -ROD CONCRETE FOOTING TYPICAL ENCLOSURE PLAN VIEW DUMPSTER ENCLOSURE NU SC:ALL NOTES: 1. ALL SIDEWALK SLOPES ARE MAXIMUMS. 2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUND IN MHD SUPPLEMENTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ENGLISH UNITS, JUNE 6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, AS AMENDED - UNLESS OTHERWISE SPECIFIED. 3. ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 6%t I% AIR ENTRAINED. 4. TOOL ALL JOINTS AND EDGES. 5. SIDEWALK 1S TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL CONTRACTION DURING DRYING. 6. INSTALL 112" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20, INTERVALS 7. BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF TRAVEL 8. SIDEWALK 1S REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST FOR MINIMUM OF 72 HOURS AFTER IT HAS SET-UP. 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH ADA 4.29.2 10. DETECTABLE WARNING PANEL TO BE CAST IN PLACE DETECTABLE WARNING PANEL. FULL CURB/BERM CURB/BERM TRANSITION 1.12 (0.ON) MAN. OTAMP SLOPE DETECTABLE WARNING PANEL 1.50 (2.0%) MAX. SLOPE (4.0' x 4.0' MIN. LANDING) .ram .. VARIES 0 00000 p ppa00,300 MATCH WALK WIDTH (4.0' MIN.) NOTE. ALL WORK SHALL CONFORM TO 1:20 (5.07.) MAXIMUM APPLICABLE LOCAL ORDINANCES AS WELL ADJOURNING SLOPE AS LATEST ADA STANDARDS. ACCESSIBLE RAMP - PARALLEL CURB CUT NO SCALE 72" 2„ k0N�\YF x 36 " e ��--� / 12„ TYPICAL ENCLOSURE DUMPSTER SECTION 1 .1 — SPACE POSTS 8' O.C. MAX 7 TYPICAL DUMPSTER ENCLOSURE ELEVATION SEE SITE PLANS FOR LENGTH 10" SURFACE MOUNT FLANGE 33" NOTES: 1. CHOSE MOUNT BASED ON SITE CONDITIONS 2. CROSS REFERENCE PLAN SET FOR DIMENSIONS BICYCLE RACK NO SCALE ANCHOR BOLT INGROUND ANCHOR MOUNT 35" 12" MIN �J PERMITTING R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street Westfield, MA 01085 rlaland.Com Li C i u W E - a 00 -- W-- > W WUar. M M -a W C. � c t �MO W W tn 0 ., a� 0Ul `m aN PREPARED FOR: Ace Precision, Inc. 77 Melha Avenue Springfield, MA 01104 ISSUANCE DATE: November 17, 2017 REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSET"S STATE LAW SCALE: AS NOTED l RLA PROJ. NUMBER: 170809 TYPE "C-L" CATCH BASIN TOP SHOWN 4'-9 1/4" B� \_ A I TYPE 'C-L' GRATE REDUCER ° RISER 5.. HOOD 5„ PLAN REDUC R;SEj 5' BASE 48" SUMP 4 BASI 8„ 8., B. Q. 3'-0" as d 4'--4" 5'-4" SECTION B-8 SECTION A -A NOTE CATCH BASIN TOPS VARY. AST PRECAST CONCRETE CATCH BASIN -CT STYLE d 'a CATCH BASIN ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL NO SCALE 1:1 SLOPE (MAX.) 24" HDPE FLARED END SECTION MIN.) 18" RIP RAP STONE (SEE NOTES) COMPACTED GRAVEL EXTENDS UNDER END SECTION I NON -WOVEN GEOTEXTILE FABRIC (MIRAFI 18ON OR APPROVED EQUAL) SIDE SECTION INFLOW PIPE HOPE FLARED END SECTION 1.0' (MIN.) 1.0' (SEE NOTES) FRONT SECTION NON -WOVEN GEOTEXTILE FABRIC MIRAFI 18ON OR APPROVED EQUAL 12" COMPACTED GRAVEL BASE 24" 2 (MIN.) 1 NOTES I a 1. FLARED END SECTION PIPE JOINT SHALL BE - ` 3 0' SIMILAR TO THE MAIN RUN OF PIPE JOINTS (MIN.) 2. STONE RIPRAP SHALL NOT BE LESS THAN 50 POUNDS NOR MORE THAN 125 POUNDS AND i L�Q AT LEAST 75% OF THE VOLUME SHALL BE AT LEAST 75 POUNDS SLOPE 5" 6.0' (MIN.) PLAN VIEW STANDARD RIP RAP PIPE OUTLET 8' NO SCALE ALUMINUM MANHOLE STEP DROP FRONT DESIGN CAST IN WALL STANDARD MANHOLE FRAME AND COVER BRICKS MAY BE USED FOR GRADE d 18" TO 24" 24 "t 1 " ADJUSTMENTS FRAME TO BE SET IN CONICAL SECTIN 4 a 8" MIN. FULL BED OF MORTAR SEE JOINT DETAILS �� MORTAR ALL JOINTS _ �. 1' TNRU 4' PRECAST 12" MIN. 0.12 SQ. IN. STEEL PER VERTICAL CONCRETE RISER UNITS FOOT, PLACED ACCORDING TO (VARIABLE) AASHTO DESIGNATION M199 8'-6" 48 "f 1 " D1A. STANDARD DEPTH - 6" CLEAR 1 - #3 BAR AROUAID OPENINGS SEAL PIPE 5" MIN FOR PIPES 18" DIAMETER AND " CONNECTIONS ° OVER, 1 COVER 30" MAX a FLOOR OF STRUCTURE TO DIA. PIPE BE HEADERS LAID FLAT OUTSIDE OF PIPE - - - +2" CLEARANCE --- BRICK CHIPS AND MORTAR OR CEMENT CONCRETE CLASS 'A" (IF HAND MIXED SEE LATEST SPECIFICATIONS PROVIDE "V" OPENINGS INVERTED ARCH WITH PIPE OPENINGS TO BRICKS LAID ON EDGE BE PRECAST IN RISER SECTION PRECAST CONCRETE MANHOLE NO SCALE SAW CUT EXISTING BIT. CONCRETE PAVEMENT AFTER EXCAVATING TRENCH AND PROVIDE HOT BITUMIN SEAL WHERE NEW BIT. CONCRETE MEETS EXISTING 7- 2'-O" MIN. SEE PAVEMENT SECTION DETAIL o� oa000 BRACE OR BATTER TRENCH WALLS AS REQUIRED FOR -\ STABILITY - SEE NOTE # 1 MAXIMUM TRENCH WIDTH AT TOP OF PIPE=O. D. +2 PIPE AS PER PLAN COMPACTED SUBGRADE OR UNDISTURBED MATERIAL 5'-0" MIN. COVER FOR WATER SERVICE PIP_ E TRENCH DETAIL (STANDARD) NO SCALE EXISTING PAVEMENT t 2'-0" MIN. TRENCH NOTES 1. SHEETING, WHEN REQUIRED TO BE CUT o q,o OFF AT LEAST 5 FT. BELOW STREET AND 000°oo0° A MINIMUM OF 1 FT ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW MID -DIAMETER OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN BELOW MID -DIAMETER MAY BE WITHDRAWN IF APPROVED IN WRITING BY THE ENGINEER. FOR P.V.C. PIPE, ALL SHEETING COMPACTED DRIVEN BELOW MID -DIAMETER SHALL BE GRANULAR LEFT IN PLACE BACKFILL 2. SELECTED COMMON FILL, HAND PLACED, FROM MID -DIAMETER OF PIPE TO 12" ABOVE, TOP OF PIPE. 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING. 4. PROVIDE AT LEAST ONE IMPERVIOUS DAM I BACKFILL IN GRAVEL BEDDING BETWEEN EACH SEE SEE NOTE #2 MANHOLE WHERE DIRECTED, OR EVERY 300 FT, WHICHEVER IS LESS. 3/4" STONE PLACED 5. COMPACT ALL BACKFILL MATERIAL WITH AGAINST UNDISTURBED VIBRATORY PLATE EQUIPMENT (MINIMUM SIDES AND BOTTOM OF TWO PASSES) TO A MINIMUM DENSITY TRENCH, SEE NOTE #2 OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY $" MIN. ASTM D698. 6. PLACE BACKFILL MATERIALS 1N MAXIMUM ONE FOOT LIFTS. 2' TO 4' q 1» CLEAR da 5" MIN.. PRECAST UNIT 5" MIN, a 3" #3 REBAR MIN. 4 �J ° Ll 1/2" MIN. 2' TO 4' " MIN. 5 MINA 4 c . PRECAST BASE 3" MIN. v ° " 4 1 CLEAR 2' TO 4' da d 5" MIN. ° CAST 1N PLACE BEST JOINT DETAILS BASE DETAILS DOWNSPOUT (VERIFY SIZE WITH ARCHITECTURAL PLANS) 1" OVERLAP USE LEBARON #LK 110 WITH CAST IRON FRAME & COVER. SET "SEWER" LEGEND CAST 1N ON FULL BED MORTAR. ADJUST TO GRADE WITH VITRIFIED CLAY BRICK FINISH GRADE -N\,, � 8� 24" DlA. � &MORTAR ADJUST TO GRADE WITH NOT MORE z STEPS THAN 12" OF BRICK MASONRY OR x CONCRETE" GRADING RINGS w� z I 12" MANHOLE RUNGS (AS SPEC'D) STEEL O 3' _ 4' REINFORCED POLYPROPYLENE PLASTIC qj RUBBER 0 -RING GASKET OR v PREFORMED FLEXIBLE JOINT U N SEALANT w zdo 48"f1" D1A. MANHOLE EXTERIOR TO BE COATED LOU Ri a ' PRECAST REINFORCED WITH ASPHALT SEALANT 1 _ 4' CONCR'= anR�racL low FLEXIBLE RUBBER BOOT 8" MINIMUM CONSTRUCT SMOOTH CONCRETE 5" CHANNEL BETWEEN INLET AND z OUTLET 2' - 4' p w 8" MINIMUM D . o A 46" 12" 12" COMPACTED GRAVEL BORROW':'::':':':':':':':' (3/4" STONE) STANDARD SANITARY SEWER MANHOLE DETAIL NO SCALE PVC PLUG EXISTING CLAY SEWER PVC BUILDING SEWER I I LONG SWEEP 45' BEN I � I E PROPERTY LINE 4"/FT UP TO 10' FROM HOUSE. J'%FT INSIDE 10 I FT I f�►1f.'��I:LTil� 45' WYE-1 I 3 0 PLAN I LOCATION STAKE 4' MIN. COVER LESS THAN MIN. MUST BE APPROVED BY TOWN ENGINEER 1/4" PER FOOT (MINIMUM PVC PLUG' PVC B(1JLDING SEWER NOTES: 1. BUILDING SEWERS SHALL BE 4"0 EXCEPT AS --- 45, BEND DIRECTED BY THE ENGINEER 2. LOCATION AND DEPTHS OF BUILDING SEWERS TO PVC (VARIABLE LENGTH) BE DETERMINED IN THE FIELD BY THE ENGINEER PIPE DIAMETER AS REQ'D To ACCEPT DowrvsPour TYPICAL BUILDING SEWER CONNECTION DETAIL 0 SIZE OF COLLECTOR WATER TIGHT v CONNCECTION a D 45' BEND SEE SITE PLANS FOR DOWNSPOUT COLLECTOR DETAIL NO SCALE NO SCALE TEE WYE " EP 45' BEND 4(YE EXISTING SEWER R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 40 School Street Westfield, MA 01085 Plaland.com Ul .j W fu W E � — a O .. W > W W�a a v� — CL E �M C. tn W C to w W O �- a� O U1 C. a mN FILIPE J. GRAVO r IL +I 48376 PREPARED FOR: Ace Precision, Inc. 77 Melho Avenue Springfield, MA 01104 155UANCE DATE: November 17, 2017 REVI510N5:I DATE.. UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED TRENCH WIDTH PIPE DIA. + 2.0' i 1/ 2 MIN. / 5'-0" // MINIMUM' COVER.`,%�// % D UTILITY WARNING TAPE MARKED "WATER" PREVIOUSLY EXCAVATED MATERIAL 8" MAXIMUM STONE DIAMETER SAND (MHD 1.04.0 (TYPE a) OR GRAVEL BORROW (MHD M 1.03.0 TYPE b) WATER PIPE 4" SAND (MHD 1.04.0 (TYPE a) OR GRAVEL BORROW (MHD M 1.03.0 TYPE b) NOTES: 1.) CChfr'ACT ALL OAOMrILL AiATcrN,/AL W17H V1C ITAT01TV PLATE EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698 2.) PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT LIFTS TYPCAL WATER MAIN TRENCH SECTION NO SCALE 6" 1.4 -7 7 6" MIN. CONCRETE COLLAR IN NON -PAVED AREAS ONLY 5'-0" MIN. ADJUSTABLE VALVE BOX GATE VALVE (MJ x MJ) WATER MAIN NOTES 1. ALL VALVE BOXES LOCATED 1N NON -PAVED AREAS SHALL BE ENCASED IN MIN. 6" THICK CONCRETE BLOCK CONCRETE, 6" ALL AROUND 2. SET VALVE BOX FLUSH IN PAVED AREAS TYPICAL BURIED VALVE NO SCALE "NEENAH" R-7506 SERIES FLOOR BOX FRAME AND LID, OR EQUAL W/ S.S. CAP SCREW CLOSURE CLASS "A" CONCRETE 24" SQUARE BIT. CONC. PAVEMENT AS SPECIFIED 11 1 2" 1/2» s" CLEAN OUT W/ lost SCREW IN PLUGS VARIES SWEEP WYE TYPICAL SANITARY CLEANOUT NO SCALE GRASS 12" NOTE: 4" 0 PVC SEWER PIPE AND FITTINGS TO BE ASTM D-3033 OF D-3034 SDR-35 CL EANO UT REQUIRED EVERY 100' OF LATERAL GRADE WATER MAIN CORP. STOP 5" MIN, 2'--0"� SERVICE LINE CURB BOX PLAN 5'-O" MIN. GUf3PUffATfUN J I UF' -WATER MAIN MAIN SIDE SECTION TYPICAL WATER SERVICE CONNECTION NO SCALE ASPHALT PAVEMENT SEE DETAIL CONCRETE COLLAR PLACE AROUND VALVE BOX PRIOR TO FINISH PAVING. SEE CONCRETE COLLAR DETAILS. VALVE BOX 6" VALVE MECHANICAL JOINT - I 2'-6" O 18" MIN./ 24" MAX. ASPHALT CURB PLACE Y2" C.Y. 51 -0„ MIN. WASHED OR BROKEN STONE MINIMUM AROUND HYDRANT DRAIN MEGALUG M.J. HYDRANT TEE NOTE WHEN HYDRANT IS ON THE END OF THE LINE PROPER THRUST RESTRAINT IS REQUIRED AND IS TO BE SPECIFIED BY THE DESIGN ENGINEER AND THE PROPER RESTRAINT DISTANCE SHOWN ON THE PLANS FIRE HYDRANT DETAIL NO SCALE MEGALUG 6" D.1. NIPPLE 1 PE x PE M.J. SHOE W/ RETAINER GLANDS ADJUSTABLE SERVICE BOX CURB STOP HOUSE SIDE CONNECT TO EXISTING SERVICE SUPPLY FITTINGS AS REQUIRED HYDRANT PIPE RESTRAINT SCHEDULE FOR GROUND BURIED PRESSURE PIPES LENGTH OF RESTRAINT REQD (FEET) DESIGN FORCE ON RESTRAINT REQ'D KIPS DEFLECT. ANGLE PIPE 2�/2' 333/4• 45' 56W 6 i/2• 783/4 90• OR TEE o 45 9o" OR TEE 6" 3 6 11 16 23 29 37 2,0 5.0 8" 4 8 15 22 31 41 50 3 9.0 loss 5 11 18 28 38 49 61 4.0 14.0 12 " 6 13 22 33 45 59 73 6.0 20.0 14" 7 14 25 37 52 68 84 8,0 28.0 16" 8 16 28 42 59 77 95 1 11.0 36.0 18" 8 18 31 47 66 86 107 14.0 46.0 20" 9 20 35 53 73 95 118 17.0 57.0 24" 11 23 40 61 85 111 138 24.0 81.0. 30" 13 29 50 75 105 136 170 11 37.0 127.0 36" 15 34 59 88 123 160 199 54,0 183.0 42" 17 39 67 101 141 184 223 73.0 250.0 45 ' 7 y 43 75 113 157 206 255 96.0 32fi.0 Q THIS TABLE IS BASED ON A TEST PRESSURE OF 180 PSI (OPERATING PRESSURE + WATER HAMMER). FOR OTHER TEST PRESSURES, ALL VALUES TO BE INCREASED OR DECREASED PROPORTIONALLY O IN EACH DIRECTION FROM POINT OF DEFLECTION EXCEPT FOR TEE AT WHICH ONLY THE BRANCH IN THE DIRECTION OF THE TEE STEM. © IF TIE RODS ARE USED, USE 4 RODS MINIMUM AND ADD/8" TO BAR DIA AS CORROSION ALLOWANCE. TRENCH EDGE A� A PLAN VIEW PIPE BEND S SPECIFIED NOTE NO COUPLING JOINT SHALL BE COVERED WITH CONCRETE VCRETE BACKING „v„,NST UNDISTURBED MATERIAL EE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL MINIMUM AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS IN SQUARE FEET SOIL BEARING PIPE SIZE 1,000 LBS./ 2,000 LBS./ 4,000 LBS./ (INCHES) SQ. FT SQ. FT. SQ. FT. DEAD END, TEE OR HYDRANT 4 OR LESS 6 3 2 6 11 6 3 8 20 10 5 12 34 17 9 16 60 30 15 114 BEND - 90' 4 8 4 2 6 16 8 4 8 28 14 7 12 56 28 14 16 100 50 25 118 BEND - 45• 4 4 2 1 6 9 4 2 8 14 7 4 12 32 16 R 16 60 30 15 1116 BEND - 22 1 /2. OR LESS 4 2 1 1 6 4 2 1 8 8 4 2 12 15 8 4 16 30 15 8 NOTES: THRUST BLOCKS 1. FIGURES BASED ON 300 PSI OPERATING PLUS SURGE PRESSURE 2. CONCRETE SHALL NOT BE DUMPED OVER THE FITTING. THE BLOCK MUST BE FORMED 3. RETAINING RODS OR RESTRAINED JOINT PIPE AS APPROVED BY THE ENGINEER MAY BE USED IN PLACE OF THRUST BLOCKS 4. PLACE 15 LB ROOF FELT BETWEEN PIPE AND CONCRETE 5. CONCRETE SHALL NOT COVER PIPE JOINTS 6. ALL BENDS, TEES, HYDRANTS AND DEAD ENDS SHALL BE BRACED WITH CONCRETE THRUST BLOCKS OR SUITABLE RESTRAINING DEVICES 7. BEARING AREA 1S AREA OF CONCRETE 1N CONTACT WITH WALL OF TRENCH = H x L S. HEIGHT (H) AND LENGTH (L) AS REQUIRED TO OBTAIN AREA 1N TABLE LENGTH TO BE 2 TIMES HEIGHT 9. ESTIMATED SOIL BEARING LOAD 1S 2000 LBS CONCRETE BACKING AGAINST UNDISTURBED MATERIAL BEARING t , SURFACE SECTION A - A J v J r PIPE A /I DEAD END / CONCRETE BACKING AGAINST UNDISTURBED MATERIAL PLAN VIEW PLAN VIEW WATER MAIN • HORIZONTAL THRUST BLOCK DETAILS NO SCALE FINISHED GRADE PIPE BEND 6" MIN. PLUG PERMITTING 3% SANITARY CONNECTION ROOF LEADER 3 6" PVC 181 LF S=0.011 12" HDPE MIN. S=0.010 12" MANIFOLD ADC315ST WOVEN GEOTEXTILE (OR ROOF LEADER EQUIV_) OVER FOUNDATION STONE FOR 12" HDPE MIN. S=0.010 ADC315ST WOVEN GEOTEXTILE (OR SUBSURFACE BASIN SCOUR PROTECTION AT ALL INLETS STORMTECH EQUIV.) OVER FOUNDATION STONE FOR 64 - STORMTECH SC-740 CHAMBERS 3 SC-740 SCOUR PROTECTION AT ALL INLETS. 16 - STORMTECH SC-740 END CAPS 66.5 F ERS CHAM BOTTOM OF 6" STONE = 115.00 59'4' �1 �j 12" INV=116.50 'I BOTTOM OF CHAMBERS= 115.50 - --------------------� PDMH-1"'„'`.`.' `'• ' `` g .. �---------------------- _ _ TOP OF 6" STONE = 118.50 RIM=122. 18 i 18" 1N=1 15.50 (PWQU-1) " . 24 OUT=1 15.50 (ISO. ROW) ! 12" OUT=1 16.50 (MANIFOLD) 12" OUT=1 16.50 (MANIFOLD) V I 12" MANIFOLD R LEVE S Q U E ASSOCIATES z 18" HDPE Landscape Architects 84 LF i Civil Engineers • Land Surveyors S-0.010 I Environmental Consultants ph: 413.568.0985 fax: 413.568.0986 24" HDPE TO ISOLATOR ROW 12" HDPE SUBSURFACE INFILTRATION BASIN CONSTRUCTION NOTE 40 School Street ' ` 78 LF Westfield, MA 01085 • . S=0.017 THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE SUBSURFACE BASIN AT rlaland.com I THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL GIVE NOTICE OF 24 _ � r-raur�s otz �vroR� �'orz rrvs�ecrrory Pv,�r�os�s: x1. EXCAVATION OF THE INFILTRATION AREA ---- - - - - - - - - - - - - _ - - - - 2. INSTALLATION OF THE STONE & CHAMBERS PRIOR TO BACKFILL -- - - - - - - - - - ; 12" INV=1 16.50 3. BACKFILL OF INFILTRATION SYSTEM PRIOR TO COVERING WITH FILL T INSPECTION PORT STORMTECH ISOLATOR ROW i (TYPICAL) ISOLATOR ROW ROOF LEADER SC-740 24" HDPE TO 12" HDPE MIN. 5=0.010 CHAMBERS PDMH-2 POCS-1 ISOLATOR ROW SUBSURFACE BASIN RlM=121.7 ] RIM=121.63 PDMH-3 72 - STORMTECH SC-740 CHAMBERS 12" IN=1 16.50 (MANIFOLD) 12" lN=116.5D (MANIFOLD) RIM=121.18 16 - STORMTECH SC- 740 END CAPS 12" IN=1 16.50 (MANIFOLD) 16" IN=1 15.50 (PDMH-•2) 12" IN=1 15.50 (PCB-3) BOTTOM OF 6" STONE 115.00 - A = 12" IN=1 16.50 (MANIFOLD) 12" IN=1 16.50 (MANIFOLD) 24" OUT=1 15.50 (ISO. ROW) BOTTOM OF CHAMBERS= 115.50 18" OUT=1 15.50 (POCS-1) C 1 Y W 18' OUT=1 15.00 (PDMH-4) 12" OUT=1 16.50 (MANIFOLD) TOP OF 6" STONE = 118.50 18" HDPE (LEVEL) in 10 18" HDPE 148 LF 5=0.008 - C. 0 0 5 D 10 SUBSURFACE INFILTRATION BASIN DETAIL � w 1»- 10' L a � o L. a M �. CC� MANIFOLD CHAMBER SPECIFICATIONS Q G C.I CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH 4•+ CHAMBERS SHALL MEET ASTM F2922 ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL 1. CHAMBERS W "STANDARD SPECIFICATION FOR DESIGN OF THERMOPLASTIC CORRUGATED WALL SHALL BE STORMTECH SC-740 OR APPROVED EQUAL. WEEP HOLE W POLYETHYLENECORRUGATED WALL STORMWATER COLLECTION CHAMBERS': 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS TESTED USING ASTM STANDARDS. STORMWATERTER � ® �V �' a COLLECTION CHAMBERS" C �� PRECAST 3. CHAMBERS SHALL BE DESIGNED - Y1 IN ACCORDANCE WITH ASTM F2787, STANDARD PRACTICE FOR STRUCTURAL DESIGN OF CONCRETE GRANULAR WELL GRADED SAIL/AGGREGATE MIXTURES,Ma NOMINAL 3/4" - 2" CLEAN, <35q' FINES. COMPACT IN 6" LIFTS TO 959a THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". STRUCTURE a TSTANDARD - CRUSHED, ANGULAR STONE PROCTOR DENSITY. SEE THE TABLE OF 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS. w w (AASHTO M43 #3 THROUGH #57 ACCEPTABLE FILL MATERIALSth STONE SIZES ALLOWED) 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE CONNECTION I C PAVEMENT THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) TO OTHER d LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION SUBSURFACE 5" i^ 0 V A FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. a 96" MAX. L m a _; ADS 601 NON -WOVEN '_.^ t 18" MIN. 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT (3 SETS) OF THE •A A N GEOTEXTILE (OR EQUAL) ALL I `�; : 6" MIN. FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: AROUND ANGULAR STONE �: ``'"'' ` I:: 1 G. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS ` 30�� SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50-YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2922 MUST BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO OVERFLOW WEIR :....r VERIFY LONG-TERM PERFORMANCE. ISOLATOR : . ROW _ 7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. OUTLET PIPE :.:.,.; ' -€ ; .. ; �. I ?- : i I .� 8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE 1N ACCORDANCE WITH THE MANUFACTURER'S LATEST DESIGN MANUAL. ...... I ...... .......< I- :..ire , I• �: 6 MIN. • � J "t s_.. %r.., ......E . SC-740 END CAP 3.0' MIN. 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. PLAN VIEW 6" MIN. 51 " 12» MIN. DESIGN ENGINEER RESPONSIBLE FOR ����� OF �E FILIPJ.ESHGW ENSURING THE REQUIRED BEARING - GFR#1VC� CAPACITY OF SUBGRADE SOILS NYLOPLAST 12" INLINE DRAIN BODY W/ 12" SOLID HINGED NOTE: N .48376 COVER AND FRAME (SEE NYLOPLAST DWG# 7003-110-044 SEE THIS SHEET FOR STANDARD MANHOLE FOR PAVED APPLICATIONS / SEE DWG# 7003-110-045 FOR DETAIL OF SUBSURFACE FRAME & GRATE UNPAVED APPLICATIONS) INFILTRATION BASIN STORMTECH SC-740 CROSS-SECTION T- RIM=SEE PLAN NO SCALE 4" SCHED 40 SCREW -IN CAP PREPARED FOR: CONCRETE COLLAR I o 18" MIN. PAVEMENT 4 A 7- COVER PIPE CONNECTION TO END OPTIONAL WIDTH43 OSYNTHETICS GEO GEOTEXTILE INSPECTION PORT d OVERFLOW WEIR 01 TNON-WOVEN4 0, WITH Ace Precision, Inc. MC-3500 CHAMBER , STORMTECH HIGHLY 77 Mea Avenue MC-3500 END CAP ELEV=118.00 RECOMMENDS FLEXSTORM a Springfield, MA 01104 PURE INSERTS IN ANY ° 8" MIN. ° UPSTREAM STRUCTURES k ( "6 � y ow ti4 ti / 4 . v,'b 4 ' �+N k ' i_ " _ y:• ;�. 3f.. o. b.�-•rt B�TL€T PIP€ F �' �� Gfl � •Irk i �'/} y�.I Mill, ! • �h I �� , �}, r IR �ix .II .u• /iY± ,u Diu rt r�r�/tiJ.,y,/� <' T . .✓^ h '*!! Y(`� J `RAi lE? �'!�l tii%f'k8. , ''^x I". EI 1 ' _ �. � 11 I •N F • THICKIVE r - y� ,r„ SS GRArEs '.�` WITH OPEN. ;.6.75 1. ti r .;°t./ _// ��,y�,SS", 9 ' A�AX: � /.s:3 �IF'�7r 1�b ll. c/r'� -A� G••R 5/q I� n 4 .rrr��( "aN. �« Y ��i�'?E g:u� ,-1g .4 :�. %crC'h .�� 4 r (� rG rh$: . , ., - 1 , ..� r �i. / F " /r »u at rd ,ti, /�i�:o ,�. al � /n-•rr / n T, n r u. � f , i r. - r,• 2ii -.r ED 0 % LING � -' w�' � � •'•.��F �� dzd' ��,?.�o L /��s- ! �6y�'^ .vim; 1'Rq_ I�.✓�'YJ 11�h1�i,9 hfl �1• a d' lor��4 r� 4 SCH 4 PV COUP /i 4 �. � �� '1t �1.t�ji��N, ISSUANCE DATE: November 17 2017 REvlslonls: DATE: b.. � �� ✓� �rr� . �' 9� !,� ! �..hG ie�4 "/6 c� r e. C A1*, •� v ;>", SC- 740 CHAMBER " . 4 SCHED 40 PVC a . . �� /. '�. eye :1.��',;,,� r.' Lam' ♦ 'h� ,o. /„ : / .i1H 7i.^}r n4! k L+eIWJ).3 e.._ 7.?Jl _ A r QiL� !"I ra pa.., Art Ir I v 6z'rFf /d ,a}tirrl UW�,i i 1 ri I' Yid Lh r ° d " \. 8 �A ELEV= 115.00 In WEEP HOLE ° Q o ' 1.0' CATCH BASIN NOMINAL 3/4 - 2 INCH CLEANOR MANHOLE CRUSHED ANGULAR STONE h v 6 6 6 SUMP DEPTH TBD BY y SITE DESIGN ENGINEER (24" [600 mm] MIN CORE 4.5 DIA. HOLE IN 1.0' RECOMMENDED) CHAMBER (4.5" HOLE SAW REQ'D) (MIN.) ADS 601 NON -WOVEN GEOTEXTILE + f SECTION A -A (OR EQUAL) '�::_TWO 24" (600 mm) HDPE ACCESS PIPE LAYERS OF ADS GEOSYNTHETICS UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION REQUIRED USE FACTORY PRE -CORED 315WTM WOVEN GEOTEX77LE BETWEEN END CAP FOUNDATION STONE AND CHAMBERS NOTES: CONNECTION DETAIL 1. INSPECTION OUTLET' CONTROL STRUCTURE (POCS-1) OF MASSACHUSETTS STATE LAW PART #: MC35001EPP24BC 8.25' (2.51 m) MIN WIDE CONTINUOUS PORT MUST BE CONNECTED THROUGH NTS SCALE: AS NOTED FABRIC WITHOUT SEAMS KNOCK -OUT LOCATED AT CENTER OF CHAMBER. NO SCALE 2. ALL SCHEDULE 40 FITFINGS TO BE SOLVENT CEMENTED. RLA PROJ. NUMBER: 170809 STORMTECH MC-3500 ISOLATOR ROW DETAIL STORMTECH SC-740 INSPECTION PORT DETAIL NO SCALE NO SCALE PERMITTIN91 EMERGENCY OVERFLOW INSTALL NORTH AMERICAN GREEN PERMANENT EROSION CONTROL MAT - C350 (OR APPROVED EQUIVALENT) INSTALL PER MANUFACTURER'S SPECIFICATIONS 3.0' BERM ---- ----- -------------.-ELEV=115_0-- ---L------------- ELEV=115.0 SEDIMENT FOREBAY LOAM & SEED ELEV=114.5 4 RIPRAP WEIR INSTALL EROSION 3 3 1 3:1 SIDE SLOPE 1 CONTROL FABRIC 4 1 (TYP)j��r,!;��� SEDIMENT K, FOREBAY 2 rEV= ] ] 1.0 1 ELEV=110.0 ] .0'ELEV=r;ir r1irirel r�;;�rrrr ell �J NOTE: ,��"�._. > • �'s � � • !; BASIN BOTTOM & FOREBAY RIPRAP WEIR ELEVATIONS DIFFER FOR SEDIMENT FOREBAY #1. SEE PLANS FOR ELEVATIONS SECTION THROUGH SURFACE INFILTRATION BASIN NO SCALE -- 5.0' 4.5' OVERFLOW WEIR OPENING RIM= ] 14.00 4 2, 20' ( ) 4.0' i ELEV=112.50 .LV=1 12.00 a a o v v C, c1.0' (MIN.) 1.0' L SECTION A -A (MIN.) OUTLET CONTROL STRUCTURE POCS-2 NO SCALE 17 ESHGW 4.5'x4.5' ALUMINUM GRATE RIM=114.00 ELEV=112.50 SECTION B-B POCS-2 OUTLET CONTROL STRUCTURE SEE PLAN FOR DETAILS 6" PRECAST CONCRETE STRUCTURE MORTAR AROUND PIPE 1.0' L (MIN.) 1.0' (MIN.) B 2.5' EXCAVATED ON -SITE SOILS, NON-LOAM/SUB-SOIL COMPACTED 95% MAX. DENSITY EXISTING GROUND rJA SWUAML -10-A PLAN VIEW 3 x3" GROOVE FOR GRATE -PRECAST CONCRETE STRUCTURE _ 4 4 _1 10" OUTLET PIPE � B INFILTRATION BASIN NOTES 1. INFILTRATION BASIN BOTTOM TO BE LOCATED A MINIMUM OF 2.0' ABOVE ESTIMATED SEASONAL HIGH GROUNDWATER (ESHGW). 2. IMMEDIATELY AFTER CONSTRUCTING THE BASIN, STABILIZE THE BOTTOM AND SIDE SLOPES WITH WATER -TOLERANT GRASS. J. DURING BASIN EXCAVATION, USE NATIVE SOILS THAT WERE EXCAVATED FROM THE A OR B HORIZONS AND MIX WITH COMPOST, PROPERLY AGED TO KILL ANY SEED STOCK. SCARIFY THE NATIVE MATERIALS AND USE THE COMPOST MATERIAL TO SHAPE THE BASIN. MIX INTO THE PARENT MATERIAL TO A DEPTH OF 12 INCHES. 4. DO NOT DISCHARGE SEDIMENT -LADEN WATERS FROM CONSTRUCTION ACTIVITIES (RUNOFF, WATER FROM EXCAVATIONS, ETC.) TO THE INFILTRATION BASIN AREAS DURING ANY STAGE OF CONSTRUCTION. 5. DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH HEAVY CONSTRUCTION EQUIPMENT. PERFORM EXCAVATIONS WITH LIGHT EARTH -MOVING EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE INFILTRATION COMPONENTS OF THE SYSTEM IF FEASIBLE 6. IF INFILTRATION BASIN AREAS ARE EXPOSED DURING CONSTRUCTION AND DO RECEIVE SEDIMENT DEPOSITS, BASIN BOTTOM MUST BE OVER EXCAVATED 6-8" INTO NATIVE MATERIAL TO REMOVE SEDIMENT DEPOSITS. 7. ALL DRAINAGE AREAS TO AN INFILTRATION BASIN FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION OF TOPSOIL/COMPOST MIX AND SEED MIX. 8. INFILTRATION BASIN BOTTOMS AND EMBANKMENTS TO BE SEEDED AS NOTED ON PLANS. NO TREES OR SHRUBS TO BE PLANTED WITHIN INFILTRATION BASINS OR EMBANKMENTS. DO NOT USE SOD. SURFACE INFILTRATION BASIN CONSTRUCTION NOTE THE ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BASIN AT THE MILESTONES LISTED BELOW. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION ON THE FOLLOWING: 1. COMPLETION OF EXCAVATION FOR THE INFILTRATION BASIN AREA TO SUBGRADE 2. AFTER SPREADING OF DENSE TURF SEED OR WATER -TOLERANT GRASS STACK 4-6"x6" TREATED WOOD TIMBERS AND STAKE WITH #5 REBAR UNDISTURBED, NATIVE SOIL 1 STAKE TIMBERS WITH #5 REBAR - 4.0' LONG ® 5' ON CENTER RIPRAP OUTLET ENERGY DISSIPATER TO FEED INTO LEVEL SPREADER 6"x6" TIMBER (LAID LEVEL) UNDISTURBED, NATIVE SOIL RIPRAP i i STACK 4-6 x6" TREATED WOOD TIMBERS AND STAKE WITH #5 REBAR EXISTING GRoUNO f - - OUTLET PIPE EL=410.5 INV=410.5 0.5' _ �1.0' 5 0' 0.5' 1.0' LEVEL SPREADER CROSS-SECTION T � p�p� OU � RIPRAP GEOTEXTILE FABRIC SEE PLAN \-- 0.5, 1.0' 5' NOTES 1.) LEVEL SPREADER SHALL BE INSTALLED WITH A LEVEL INSTRUMENT. CONSTRUCT LEVEL UP TO 07. GRADE TO ENSURE UNIFORM SHEET FLOW. LEVEL SPREADER SHALL BE CONSTRUCTED ON UNDISTURBED SOIL. 2.) CONSTRUCTION OF LEVEL SPREADER SHALL BE FROM UPHILL SIDE ONLY. LEVEL LIP AND AREA BELOW SPREADER SHALL BE AT EXISTING GRADES AND UNDISTURBED BY EARTHWORK OR EQUIPMENT. 3.) CONSTRUCT SPREADER WITH LIP AT EXISTING GRADE AS SPECIFIED. 4.) DOWNGRADIENT RECEIVING AREA MUST BE NATURALLY WELL VEGETATED. LEVEL SPREADER DETAIL NO SCALE PERMITTING A MANHOLE STRUCTURE ALUMINUM TROUGH b A P 9 FLOW FLOW 6 I , a D' HEAD BAFFLE .4 EQUALIZATION BAFFLE PLAN VIEW FRAME AND GRATED COVER GROUT FRAME TO FINISHED GRADE PROVIDE GRADE d. . a . I VARIES SEE SITE PLAN FOR INVERT ELEVATION (4.0' MIN. DISTANCE) 12" INLET PIPE a 12" OUTLET PIPE ❑■ '' VARIES BASED ON MODEL GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. 3. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. STRUCTURE SHALL MEET AASHTO H2O LOAD RATING. CASTINGS SHALL MEET AASHTO M306, CAST WITH THE CONTECH STORMWATER SOLUTIONS LOGO. INSTALLATION NOTES 1. STRUCTURE TO BE CONSTRUCTED WITH ANTI —FLOTATION PROVISIONS PER MANUFACTURERS SPECIFICATIONS. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. ALL JOINTS BELOW PIPE INVERTS ARE TO BE GROUTED. SECTION A —A VORTSENTRY HS FRAME & COVER DETAIL - MODEL HS36 NO SCALE FIBERGLASS SEPARAT CYLINDER AND INLET A ' 4. FLOW rr 1 Q Q PVC HYDRAULIC SHEAR PLATE +/— 65' MAX. PLAN VIEW 8— N.T.S. CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS FIBERGLASS SEPARATION Q .: CYLINDER AND INLET CENTER OF COS STRUCTURE, SCREEN AND SUMP OPENING A FLOW +/-135' MAX. TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) \-48" I.D. MANHOLE STRUCTURE g I VARIES B INLET PIPE (MULTIPLE INLET PIPES 4 OUTLET PIPE 0' MAY BE ACCOMMODATED) ) -- A I 2.0' PERMANENT 44 POOL ELEV. OIL BAFFLE SKIRT SEPARATION SCREEN I (2.0') PVC HYDRAULIC SHEAR PLATE Q SOLIDS STORAGE SUMP ELEVATION A —A N. T.S. CDS2015-4-C - CDS INLINE STANDARD DETAIL NO SCALE CDS2015-4—C DESIGN NOTES • CDS2015-4—C RATED TREATMENT CAPACITY IS 1.4 CFS, OR PER LOCAL REGULATIONS. • THE STANDARD CDS2015-4—C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech—c i.com 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED 1N THIS DRAWING. LOAD RATING, ASSUMING GROUNDWATER M306 AND CASTINGS SHALL MEET AASHTO HS20 5. STRUCTURE SHALL MEET AASHTO ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES 1. ANY SUB —BASE, BACKFILL DEPTH, AND/OR ANTI —FLOTATION PROVISIONS ARE SITE —SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). J. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. PERMITTING R LEVESQUE ASSOCIATES z Landscape Architects Civil Engineers • Land Surveyors Environmental Consultants ph: 413.568.0985 fax-. 413.568.0986 40 School Street Westfield, NIA 01085 rlaland.com Ul mi C A— N W E tD — CL.. 0 W - W W UQ C. M 2 — CLw C. 4 in "w io W L — �V1 C W W ul 0 .- a o un L. a N Ei PREPARED FOR; Ace Precision, Inc. 77 Melha Avenue Springfield, NIA 01 104 ISSUANCE DATE: November 17, 2017 REVISIONS: I DATE: UNAUTHORIZED ALTERATION OF THI DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: AS NOTED