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8550_SITE PLAN - CVS SPRINGFIELD STREET
03113/2008 15: 13 FAX 4138210631 @ 002/002 A TOWN OF AGAWAM Department o,f Public Works 1000 Suffield Street • Agawam,MA 01001 Tel (413) 8210600 9 Fax (413) $210631 John P.Stone a Superintendent MEMORANDUM To: Conservation Commission;Planning Board CC: John Stone—DPW Supt.;File From: Engineering Department Date: March 13, 2008 Subject: Site Plans—CVS - Springfield Suet—SP S 14 Per your request received March 10, 2009, we have reviewed the Defioiitive Plan entitled"CVS Agawam, MA; Prepared for: CVS/RETAIL Springfield Street, MA; Prepared by: The Coh+est Group, 360 Bloomfield Ave. ' Windsor, CT; Scale: 1 Inches = 20 Feet; Dated: October 10, 2007", and we approve the plans. However, we have the following comments: From our memo dated Ja uvy 31, 2008 (which can be addressed during construction and after the project is � ca,vaplete): 1. When the accessible ramps are ire alled, detectable warning panels will need to be installed as per ADA ,and AAB requirements. (Also,per Town Code,the Sidewalk width must be 5 feet). 2. Engineering would like r¢ express the importance of future maintenance of the system so that it will work as designed According to the storrnwater maintenance report in the NO]. the owner will be responsible to sweep the parking lot regularly, inspect and clean the structures (including stormceptor and infiltration system) as needed The exact maintenance sched ide is to be determined during the first year of operation. Engineering regwsts that a copy of the inspection reports be made available io the Town afAgawam for review so that it can be assured that the proposed stormwater maintenance plan is adequate -and everything is functioning as designed If you have any questions please do not hesitate to contact this division. Sincerely, �2/AL cft'a_ Vladimir Caceres Michael C. Chase, P.E. Civil Engineer I Town Engineer S;1SY1514 CY5 SPRINGFIE D 5T\NZMDRANDUM CV5 5.doc MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Final Revised Site Plan- CVS - Springfield Street DATE: March 6, 2008 Please review the attached revised Site Plan for CVS to be sure it is ready for the Board's signatures at their March 20r'meeting. Thank you. DSD:prk 0 e LETTER It TRANSMITTAL 0 - St TO: Agawam Planning Board DATE March 4,2008 PROJ. NO. 36 Main Street RE: 287 Springfield Street Agawam, MA 01001 ATTENTION: Deborah Dachos, Director of Planning Approved Site Plan WE ARE SENDING YOU. ❑ LETTER ✓ ATTACHED ✓ PLANS ❑ REPORTS ❑ SPECS ❑ INVOICES OTHER COPIES DATE NO. DESCRIPTION 3 10-10-07 Approved Site Plan full sets(stamped originals) THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ✓ For Planning Board Signatures ❑ APPROVED AS NOTED ❑ AS REQUESTED ❑ RETURN FOR CORRECTIONS FOR REVIEW ❑ SIGN & RETURN ❑ BIDS DUE COMMENTS: Should you require additional information please do not hesitate to contact this office. Er,` I\. N'.rr MAR 0 5 2008 �. COPIES TO; PLAN. OARD r A} Peter La Pointe Vice President Real Estate&Construction 360 Bloomfield Avenue• Suite#208•Windsor,CT 06095•phone: 860-688-3667 9 fax: 860-688-2343 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 h'► February 4, 2008 n �c-; a, n r Peter LaPoint Colvest/Agawam, LLC 3 287 Springfield Street Agawam, MA 01001 Po � Dear Mr. LaPoint: At its duly called meeting held on January 31, 2008,the Agawam Planning Board voted to approve the Site Plan entitled "Proposed CVS, Agawam, MA, Developer: The Colvest Group LTD., 360 Bloomfield Ave. - Suite#208,Windsor, CT 06096"prepared by Huntley Associates,P.C.,and dated October 10, 2007 with the following conditions: • All comments contained in the Engineering memo dated January 31, 2008 and attached must be addressed. • All comments contained in the memo from the Agawam Commission on Disability dated January 31, 2009 and attached must be addressed. • All comments contained in the Planning Departments Site Plan Review dated January 30, 2008 and attached must be addressed. • The applicant must secure a zone change for the parcel from Residence B to Business B and a Special Permit from the Board of Appeals Three(3)revised sets of plans must be submitted to the Planning Board for their signatures: If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, , i Travis Ward, Acting Chairman Agawam Planning Board CC' Clerk, Building Engineering, Board of Appeals, File ,1.OW Ole AGAWAM } � Department of Public Works 1000 Suffield Street * Agawam, MA 01001 Tel (413) 8210600 * Fax (413) 8210631 ! Jobn P.Stone . Superintendent MEMORANDUM To: Conservation Commission; Planning Board CC: John Stone—DPW Supt.; File From: Engineering Department Date: January 31,2008 Subject; Sitr,Plans—CVS - Springfield Smet—SP 514 Per your request, we 'have reviewed the Definitive Plan entitled "CVS Agawam, MA; Prepared for. CV$IRETAIL Springfield Street, MA; Prepared by: The Colvest Group, 360 Bloomfield Ave. Windsor, CT; Scale: 1 Inches = 20 Feet; Dated: January 25, 2008", and we approve the plans. However we have the following comments which can be addressed during construction and after the project is complete, 1. When the accessible ramps are installed, detectable warning panels will need to be installed as per ADA and AAB requirements. 2. Engineering would like to express the importance of future maintenance of the system so that it will work as designed. According to the siormwatez maintenance report in the NCI, the owner will be responsible to swoop the parWng lot :regularly, inspect and clean the structures (including stormeeptor and infiltration system)as needed. The exact a nainteuance'schedule is to be determined during the first year of operation Engineering requests that a copy of the inspection reports be made available to the Town of Agawam for review so that it can be assured that the proposed stormwater maintenance plan is adequate and everything is functioning as designed. If you have any questions please dry not hesitate to contact this division. Sincerely, Vladimir aceres Michael C. Chase, P.E. Civil Engineer I Town Engineer S:\SP\sia CVS SP1 NOFIFLD SAMP.M61U.NnuM CVS a.&c + Site Plan Review Page 1 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: January 30, 2008 DATE RECEIVED: January 24, 2008 DISTRIBUTION DATE: January 24, 2008 PLANNING BOARD MEETING DATE: January 31, 2008 APPLICANT INFORMATION 1. Name of Business: Colvest/Agawam, LLC (CVS) Address: 287 Springfield Street, Agawam, MA 2. Owner: The Colvest Group LLD Address: 360 Bloomfield Avenue Suite 208 Windsor, CT Telephone: 860-688-3667 Fax: 860-688-2343 3. Engineer: Huntley Associates, PC Address: 30 Industrial Drive East, Northampton, MA Telephone: Fax.- PLAN REVIEW Scale: 1"= 20' Date: October 10, 2007 Title Block (Street Address, Applicant's Name,Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Proposed demolition of existing CVS pharmacy and construction of new 13,225 square foot pharmacy and amenities. Site Plan Review Page 2 Description of Site: Approximately one-half of the site is currently developed with the existing CVS and parking. The remainder of the site is bisected by a gully, intermittent stream and associated wetlands. An Order of Conditions has been issued by the Conservation Commission to allow the filling of a portion of the gully and wetlands with replication elsewhere on the site. The site also contained a former landfill which has been cleaned by the applicant. Provision for Traffic Flow: Proposed use of two existing curb cuts on to Springfield Street. The westerly curb cut is 30' wide for two-way traffic and the easterly curb cut is 24' wide, also for two-way traffic. Parking: 61 parking spaces (3 handicapped) have been provided. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Additional shade trees should be shown along the frontage of the parcel. These should be placed so as not to obstruct the view of drivers exiting the site. Sign Location: An elevation of the proposed sign should be provided. It should be similar in design to the CVS sign located at the Suffield Street CVS store. Exterior Lighting: Cut sheets and dimensions of the proposed lighting must be provided. All lighting must be recessed. Wall packs shall not be used on the fagade of the building except where not visible from the street. Rendering or Elevations: O, K. Dumpster Location: Height of fence enclosure must be shown on plan. Other Comments or Concerns: The Planning Board's action should be conditioned on the approval of the proposed zone change for the rear parcel from Residence B to Business B and on the Board of Appeals approval of the Drive-thru window. � s The LETTER OF TRANSMITTAL 0 "I TACh St LTD. TO: Agawam Planning Board DATE January 31,2008 PROJ. NO. 36 Main Street RE: 287 Springfield Street Agawam, MA 01001 ATTENTION: Deborah Dachos, Director of Planning Recorded ANR Plan WE ARE SENDING YOU: ❑ LETTER n ATTACHED ❑ PLANS ❑ REPORTS ❑ SPECS ❑ INVOICES OTHER COPIES DATE NO. DESCRIPTION 1 Signed recording documentation form. The plan was recorded on 12-27-07 1 Copy of land records receipt THESE ARE TRANSMITTED AS CHECKED BELOW• ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ✓ FOR YOUR USE ❑ APPROVED AS NOTED ❑ AS REQUESTED ❑ RETURN FOR CORRECTIONS FOR REVIEW ❑ SIGN & RETURN ❑ BIDS DUE COMMENTS: Attached is proof of recording of the Form A plan for the above referenced property. Should you require additional information please do not hesitate to contact this office. COPIES TO: Peter La Pointe Vice President Real Estate&Construction 360 Bloomfield Avenue a Suite#208 a Windsor,CT 06095*phone: 560-68&3667 a fax: 8604W2343 To Agawam Planning Board Please be advised that the Form A plan that was filed by Colvest/Agawam LLC and approved by the Agawam Planning Board for a parcel of land located on Springfield Street has been recorded at the Hampden County Registry of Deeds. Book ?,14Fe -, Page Signature of Applicant C- R IVED DEC t 12067 Town of Agawam j� 36 Mahn Street Agawam, Massachusetts 01001-1837 .�' Tel. 413-786-0400 Fax 413-786-9927 December 6, 2007 Colvest/Agawam LLC 360 Bloomfield Avenue, Suite 208 Windsor, CT 06095 To Whom it May Concern: At its duly called meeting held on December 6, 2007, the Agawam Planning Board voted to approve your plans under "Subdivision Control Law Not Required" for a parcel of land located on Springfield Street. Plans drawn by Holmberg& Howe, Inc. and dated.tune 22, 2007. .Sincerely, AGAWAM PLANNING BOARD Please he advised that failure to record the plan within six(6) months and provide proof of recording will negate the action of the Board Detach on dotted line and return to the Agawam Planning Board, 36 Main Street, Agawam, MA 011001. To Agawam Planning Board Please be advised that the Form A plan that was filed by Colvest/Agawam LLC and approved by the Agawam Planning Board for a parcel of land located on Springfield Street has been recorded at the Hampden County Registry of Deeds. Book _, Page Signature of Applicant `Acttz)4.7 G A. -S � � RECEIPT Prirted:12-27-2007 9i27:18 HAMPDEN COUNTY REGISTRY OF DEEDS DONALD E. ASHE, REGISTER Trans#, 217987 Oper:PLANS BACON & WILSON Book, 348 Paget 130 Ctl#: 122 Rec.-12-27-2007 @ 9:27:17a DOC DESCRIPTION TRANS AMT ----------- --------- D C, PLANS $20.00 surcharge 20.00 5.00 Surcharge 5.00 Z 50.00 rec fee 50-00 Total fees; 75.00 Total charges: 75.00 CHECK PM 29583 75.00 _ � . . 0 • Memorandum To: Planning Board CC: Chief Robert Campbell From: Sgt. Richard Niles Date: 01-31-2008 Re: Site Plan—CVS —Springfield Street Based upon the plans submitted for review, it would appear that the present curb cuts will be retained and utilized. I would recommend the installation of street lighting on WMECo utility poles #27, 28, & 32. Also the maintenance to the "Watch Opposing Traffic" sign directly across from the western most entrance/exit. Respectfully Submitted d.� Sgt. chard Niles Safety Officer FEB 0 4 20p8 0 To: Planning Board From: Town of Agawam Commission on Disability Subject: Site Plan - CVS Springfield St. Date: Thursday, January 31, 2008 We received the site plans for CVS Springfield St., on Tuesday, January 29, 2008. We found - questions about HP vehicle size, HP signage, curb cuts, side walks, drive through canopy/over hang, and future ATM site. Had a phone conversation with Peter, all points of interest were addressed, and corrections will be made. We recommend , in accordance to Local, State, and Federal Codes. Disability Commission Frankie Mazzei 287 Springfield Street Agawam, MA (CVS) Site Lighting January 31 , 2008 >aC✓&J, 1`v-v r Adak C I MAR R O I Y Cat.# rovais SERIES : Job Type CR1-A-H40-H4-F-Q-GR APPLIC/lIIONS LISTINGS z1.75" • Area and wall lighting. UL and CSA certified for outdoor use SPECIM71ONS in wet locations, s.7s 1.01 • IFS Type II, III, IV, V (square) light 771'L 4064M distributions UL Va • Flat lens design for full cutoff �5 � �s control 7.25" • 175W to 400w lamps in HPS. MH, 1524mm 194.2 mm� Super MH, and Pulse Start for T'—� 9 299 design flexibility For more detail,see back. 5.525" 8.625" r43.9 mm mm • Mounts on upswept, straight arms L for poles or on wall bracket for a SnFA%WAM PINUARACrSHANWAM uniform project look so s�� �I.6 ro • 5 standard,2 premium,and custom EPA=1,2 far=(single unit with arm} rs2 mm1 colors are available fi.525� 3.625" �- M3 mm 78 mm 1- W'SMIAM L MULAAOWWWA fAM ORDERING INFORMATION ORDERING EXAMPLE CR1 - A - H17 - H2 - F - Q - DB - PR1 I I I I I I I I Series Mounting Wattage/ Lamp Lens Voltage Color Options Source Orientation/Distribution SERIES _ WA7TAGE/SOURCE con't OF71ONS CRI cimarron HIGH PRESSURE SMIUTA WSAD Substitutes Decorative Upswept Ana when WB S10 100W(ED-23 1/2) wall bracket mounting is chasm MOUN77NG S75 15OW(ED-23 12 RPA2 Round Pole Adapter(2:K"-31A") A' ArmMount.t onstructiorc(6 straightrlgid:aw S25 250W(ED-18) RPA3 Round Pole Adapter(31/4"-3Y4") -! 6dutfaii g- aiofe,for 901 c6rifi uratioris S40 400W(ED-18) RPA4 Round Pole Adapter(31h"-41/z'j AD' Decorative Ann Mount Const.(6"decorative upswept RPA5 Round Pole Adapter(5") arm incl.&acceptable for 900 configurations) LAMP_ ORIENTA710N/AISTRIOVT10N __ R_PAS _ Round Pole Adapter CV) YIIB Wall Bracket Const.(includes Wall Bracket &6" Ill Horizontal II F1 Fusing-12DV straight arm unless WBAD option is chosen 93 Horizontal III F2 Fusing-208V _ which substitutes Decorative Upswept Arm) 24 Hod ontalIV F3 Fusing-240V 0 No Arm or Wall Bracket(only order without arm or H5 Horizontal V(square) F4 Fusing-277V wall bracket when they are ordered as accessory) F5 Fusing-48DV LENS Fe Fusing-247V WATTAGE/SOURCE F Flat P1 Photo Britton-120V MEML HALIDE P2 Photo Button-208V H17 175W{ED 28} IIIOUAGE P3 Photo Button-24DV H25 25OW(ED-28) _ Q Duad-fop•(12Q,2a8,24E];277V): P4 Photo Button-277V Hoe 40OW(ED-28) V Five-Tap(120,2D8,240.277.48M P6 Photo Button-347V SIWER METAL HALIDE (250&400 MH,250&400 HPS only) PR7 Photo Cell Receptacle-120V MS17 175W(ED-28) 5 480V PR2 Photo Cell Receptacle-208V MM 25OW(ED-28) T 120,277,347V PR3 Photo Cell Receptacle-240V NIS40 400W(ED-28) 0 No Ballast _ PR4- _ Photo Cell Receptacle-277V PULSE START METAL HALIDE E 50 Hz 2201240V PR5 Photo Cell Receptade-480V P70 100W(ED-17) (250&400 MH,250&400 HPS only) PR6 Photo Cell Receptacle-347V P12 125W(ED-17) _ ez Quartz RS with ramp P15 150W(ED-28) COLOR HS Internal House Side Shield P20 20OW(ED-28) _ OB Dark Bronze (aw9able for H2,H3&H4 distributions) P25 25OW(ED-28) BL Black VO Pol carbonate Vandal Guard P32 320W(ED-28) WH White L lam P35 35OW(ED-28) GR` Gray P40 40OW(ED-28) PS Platinum Silver SEUff 0=AGE STOMM FOR lRTAIMXM r wea11 MQMgpoles, Pak"Panam a2 rorA 20AD mMbng, RD Redd(premium color) FG Forest Green(premium color) CC Custom Color(premium color) SPAIR.OW LIGNi' M CAV-SPEC-x/05 ACCESSORIES CNMR0I1 ACCESSORIES CATALOG# DESCRIPTION 1U0f/SWG Architecturally styled,one piece die-cast aluminum housing with ARM-CH-6-S-)0P-' 6"Rigid Straight Arm nominal.125"wall thickness.Low profile design reduces the overall wind ARM-ND-6-S-XV-1 6'/2"Rigid Upswept Arm loading while providing a sleek,unabtrusive look which complements most MM-CR-K-TA-MV Tenon Arm(single)adjustable building architectural styles. ARM-M-TK-TA-)0C Tenon Arm(double 1800)adjustable ARM-CR-I[S-MV-1 Adjustable Arm(for flat surfaces) OW Die-cast aluminum door hinges to housing and secures with two captive CR1-P9G Polycarbonate Vandal Guard screws providing four points on contact ensuring a clean lens and optical CR1-Hs-23 lntemal House Side Shield(H2&H3 distributions) assembly.Both the flat tempered glass and door are sealed with one-piece CR1-HS-4 Intemal House Side Shield(H4 distribution) I extruded silicone gaskets. CR-RPA2-MV Round Pole Adapter for Straight Arm f2Y4-3/a") CR-RPA34W Round Pole Adapter for Straight Arm(3'/4-33/4") CR-RPA4-)0C Round Pole Adapter for StraightArm(37/a-41/2") QPT11CS Specular,anodized aluminum reflectors provide IES type 11,111,IV, CR-RPA5-XIV Round Pale Adapter for Straight Arm(5") and V distributions with a horizontal lamp orientation.The type 11,III,and V CR-RIPA5-XIC Round Pale Adapter tar StraightArm(81 reflectors are one-piece hydroformed while the type IV is a multi-piece CRD-RPA2-)W Round Pole Adapter for Upswept Arm(21/4-3'/a") design.All meet IESNA Full Cutoff classification and are field rotate in 90 CRD-RPA3-)W Round Pale Adapter for Upswept Arm(3'/4-3%") _ degree increments.House side shields available as either factory installed CRD-RPA4-)W Round Pole Adapter for Upswept Arm(3'/a-4'/2") options or field installed accessories. CRD-RPAS-MV Round Pole Adapter for Upswept Arm(5") CRD-RPA6-My Round Pole Adapter for Upswept Arm(F) MpGNG Two arm designs are available providing maximum design IWB-CR-xr Wall Bracket flexibility.The die-cast aluminum arm offers a sleek upswept look while the 7 ftWaceME wAb cotar dwim ag:DR W Dark frrar7:e extruded stralght arm includes the housings contoured lines for continuity of 2 When arde fn9 paw VWffy Pala Drill Pattem A2 style.A wall bracket and pole/tenon accessories are also available allowing easy mounting for virtually any application. CJAIARRDN T 9MN TOP POLE BRABXET ACCESSORIES (R55 version requires round pole adapter) ELECIMM Energy efficient HID lamps up to 400 watts.Pulse rated CATALOG# DESCRIPTION sss-4®l)-p[' Square Pole Tenon Adapter(4 at 90 degrees) porcelain sockets have spring landed,nickel plated center contack All units RSS-490-XIV Round Pole Tenon Adapter(4 at 90 degrees) der factory or Held-installable photocell options and fusing. RSS-3120-XV Round Pole Tenon Adapter(3 at 120 degrees) r�p7ace n[with aafa choice,eg:uB for Dark trronze BX[iASr HPF ballast circuit,Starting shed at-20 deg F(-40 deg F for WP5). Ballast and other electrical components mounted directly to housing for excellent heat dissipation and long fife. A001T10M ACCESSORIES FRIITSH Durable Lektrocote®TGIC thermoset polyester powder paint finish CATALOG# DESCRIPTION assures long life and maintenance free service.Standard finishes include PTL-1 Phatocontrol-Twist-Lock Cell(120V) Dark Bronze,Slack,White,Gray,and Platinum Silver.Also availabe are Red, M-B Photocontrol-Twist-Lack Cell(120-27M Forest Green,and custom colors. PTL-5 Photocontrol-Twist-Luck Cell(48OV) PTL-B Photocontrol-Twist-Lock Cell(347V) CYST= UL 1598 approved and CSA Certified for wet location applications. PSC Shorting Cap-Twist-Lock Due to our continued efforts to improve our products,product specifications are subject to change without notice. Spaulding Lighting- 101 Corporate Drive,Suite L-Spartanburg,SC 29303-PHoRE:864-599-6000 For more information visit our web site:www.spaulilirngfight1mg com cmwMK a 2m spmMAW ur,7nwc to W Rwsvtl CM&WECAM P.rw 7n asp CIMARRON Cat.# rmrals SERIESJab Type CR 1-A-H40-H4-F-Q-GR-HS � APPl1CA7MW LISTINGS 21.75" • Area and wall lighting. UL and CSA certified for outdoor use 522Z SPECIFICATIONS in wet locations. 6.s I '� • IES Type Il, III, IV, V (square) light 171.5E Aft-4mm distributions • Flat lens design for full cutoff u`5 C`�'US control • 175w to 400w lamps in HPS, MH, 1524mm 1e42mm Super MH, and Pulse Start for T^ design flexibility For more detail,see back. 5.625" anzs' Ill mm 219 mm • Mounts on upswept, straight arms 1— L for poles or on wall bracket for a Uniform project look -0.373" 756i" • 5 standard,2 premium,and custom EPA=1.2 It=(single unit with arm) "�sm� F1szm-1 colors are available f 1 cis° 68.3mmi 19imm L' ursw�rrArnr L N�!!m=TwswEmAm ORDERING INFORMATION ORDERING EXAMPLE CR1 - A - H17 - H2 - F - - DB - PR1 Series Mounting Wattage/ Lamp Lens Voltage Color Options Source OrientationMistribution SERIES WATTAGE/SOURCE cort't OPTIONS CR1 Clinarron HIGH PRESSURE 5001UM WBAD 5ubsdtutes Decorative Upswept Ann when WB S10 100W(ED-231/2) wall bracket mounting is chosen _ A10UNTINB S15 15OW(ED-23 1/2) RPA2 Round Pole Adapter(23/4"-31A') Al Arni'Mount Cpriskruchor (6" iigltt ngrd arm S25 250W(ED-18) RPA3 Round Pole Adapter(3'/4" 3s/4") included -acceptable fgr.90,�contlguratinr:sy S40 40OW(ED-18) _- RPA4 Round Pole Adapter(37/e"-41/2") AD' Decorative Arm Mount Const.(6"decorative upswept RPAS Round Pole Adapter(5") arm incl.&acceptable for 90"configurations) LAMP ORIENTATIONIDISTRIBUTION RPA6 Round Pole Adapter(6") NIB Wall Bracket Const.(includes Wall Bracket &6" H2 Horizontal II F1 Fusing-120V straight arm unless WBAD option is chosen H3 Horizontal III F2 Fusing-208V which substitutes Decorative Upswept Arm) 1114 'Hxlzontalw _ F3 Fusing-240V 0 No Arm of Wall Bracket(only order without arm or R5 Horizontal V(square) F4 Fusing-277V wall bracket when they are ordered as accessory) F5 Fusing-480V LENS Fill Fusing-247V WATTAWSOURCE Flat P1 Photo Button-120V METAL HALDE P2 Photo Button-208V H 17 175W(ED-28) VOLTAGE P3 Photo Button-240V H25 25OW(ED-28) A 1uad-TappV'(T-20 208,240;277V)-- . P4 Photo Button-277V H40 460W(ED-28) V Five-Tap 020,208,240,277.48CM P6 Photo Button-347V SUPER METAL HALIDE (250&400 MH,250&400 HPS only) PR1 Photo Cell Receptacle-120V MS17 175W(ED-28) 5 480V NM Photo Cell Receptacle-208V MS25 25OW(ED-28) 7 120,277,347V PR3 Photo Cell Receptacle-24UV MS40 40OW(ED-28) 0 No Ballast PR4 Photo Cell Receptacle-277V PULSE START METAL HALIDE E 50 Hz 220/240V PR5 Photo Cell Receptacle-480V P10 100W(ED-17) (250&400 MH,250&400 HIPS onM PRO Photo Cell Receptacle-347V P12 125W(ED-17) Qz Quartz RS with lam Pis 15OW(ED-28) COLOR HS; Iptetl> House 5i0.5hield, P20 200W(ED-28) DB Dark Bronze va Ile erH2 H3&-H4 d knbAw P25 25OW(ED-28) BL Black VG Polycarbo_nate Vandal Guard P32 320W(ED-28) WR White L AM M _ P35 35OW(ED-28) IiR :Gray. P40 400W(ED-28) PS Platinum Silver SELECT UMM ARE SYVC=FOB MMISU F I Men wverng poles,4,e4pWenn'opaaernxzrwA WAD movnarg RD Red(premiumcolor) FIR Forest Green(premium color) cc Custom Color(premium color) SPAULAING LNWTlI1IG C111Na wiA?B -ACCESSORIES CAI EMMACCESSORIES CATALOG# DESCRIPTION HalSglfG Architecturally styled,me piece die-cast aluminum housing with ARM-CR-6-5-W° 6" Rigid Straight Arm nominal.125"wall thickness.Low profile design reduces the overall wind AM-00-6-S-]DC-= 61/2"Rigid Upswept Arm loading while providing a sleek,unabtruskre look which complements most ARM-CR-K-TA-XX' Tenon Arm(single)adjustable building architectural styles. ARM-M-TK-TA-U Tenon Arm(double 180°)adjustable MM-CR-K-S-XIC-= Adjustable Arm(for flat surfaces) OM Die-cast aluminum door hinges to housing and secures with two captive CRI-PVG Polycarbonate vandal Guard — screws providing four points on contact ensuring a clean lens and optical CRI-HS-23 Ir temal House Side Shield(H2&H3 distributions) assembly.Both the flat tempered glass and door are seated with one-piece CRI-NS-4 Intemal House Side Shield(H4 distribution) CR-RM-XX' Round Pole Adapter for StraightArm(21/4-31W) extruded silicone gaskets. CR-RPAMr Round Pale Adapter for Straight Arm(3'/4-31/41 CR-RPA4-74C Round Pole Adapter for Straight Arm(31A-41/2") OPTICS Specular,anodized aluminum reflectors provide IES type II,III,IV, CRAMS-= Round Pole Adapter tw Straight Assn(5") and V distributions with a horizontal tamp orient6on,The type 11,111,and V CR-RPAS-XX' Round Pole Adapter for StraightArm(6") reflectors are one-piece hydroformed while the type IV is a multi-piece CRC-RPA2-Xx' Round Pole Adapter for Upswept Arm(21/4-31W) design.All meet IESNA Full Cutoff classification and are field rotate in 90 CRD-RPA3-)Or Round Pole Adapter for Upswept Arm(3'/4-3'/4") degree increments.House side shields available as either factory installed CWRPA4-XKI Round Pole Adapter for Upswept Ann(31A-41/2") options or field installed accessories. CRO-11111%5-M Round Pole Adapter for Upswept Arm(F) CRH-RPAS-]OC Round Pole Adapter for Upswept Ann(6") MOMArG Two arm designs are available providing maximum design we-CR-Mr wail Bracket flexibility.The die-cast aluminum arm offers a sleek upswept look while the r Repraee=wiM cmmrchum,og:oa Pow auk Bronze extruded straight arm includes the housings contoured lines for continuity of 2 Men ar0 ml pales,spm*AW Dag Pattern 42 style.A wall bracket and pole/tenon accessories are also available allowing easy mounting for virtually any application. CM94BRON n=N TOP POLE MCK TACCESSORIES LASS version requires round pole adapter) FLECIJ NAL Energy efficient HID lamps up to 400 watts.Pulse rated CATALOG# DESCRIPTION sss-490-X1C Square Pole Tenon Adapter{4 at 90 degrees) porcelain sockets have spring loaded,nickel plated center contact All units RSS-499-IDC Round Pole Tenon Adapter(4 at 90 degrees) offer factory or field-installable photocell options and fusing. R5S-3124-Xr Round Pole Tenon Adapter(3 at 120 degrees) itiepfacela[w�ncalwchoic4:ap.:OB rarJamrxBrarve HAL,LA.Si* HPF ballast Circuit,starting rated at-20 deg F(-40 deg F for HP5). Ballast and other electrical components mounted directly to housing for excellent heat dissipation and long life. ADOM ONat ACCESSOMM FUM Durable Lektrocote®TGIC thermoset polyester powder paint finish CATALOG# DESCRIPTION assures long life and maintenance free service.Standard finishes include P_11-1 Phot=Woi-Twist-lock Cott(12" Dark Bronze,Black,white,Cray,and Platinum Silver.Also availabe are Red, PTL-B Photocontrol-Twist-Lock Gail(1 2G-2TM Forest Green,and custom colors. PTL-5 Photacontrol-Twist-Lock Cell(48OV) PTL-6 Photocontrol-Twist-Lock Cell(347V) USTM UL 1598 approved and CSA Certified for wet location applications. PSC Shorting Cap-Twist-Lock Due to our continued efforts to improve our products,product specifications are subject to change without notice. Spaulding Lighting-101 Corporate Drive,Suite L-Spartanburg,SC 29303-PHONE.864-599-6000 For more information visit our web site:www-spauldingilghbng.com C..,*M 0 zone SPMU s LIMM AN+nda Ramo a 4m8 RIM d IN uu IflRl 101.Y Cat.# royals 1 C SERIES Jab Type C R1-A-H40-H3-F-Q-G R �� APPLICATIONS LISTINGS 21.75" • Area and wail lighting. UL and CSA certified for outdoor use 522.5 torn^ -� SPECIACATIONS in wet locations. 1, ` • IES Type Il, lil, IV, V (square) light 171.smm 4a6.4 tom distributions • Flat lens design for full cutoff �5 Ot f ' control • 175w to 400w lamps in HPS, MH, 1574mm 114,1 Super MH, and Pulse Start for r_ design flexibility For more detail,see back. 516251, sszs^ Mounts on upswept, straight arms 143s!torn • zlsmm L for poles or on wall bracket for a snAIN Axr VAOuRUCrsraaaarfrAM uniform project look '6.313'a ,50" • 5 standard,2 premium,and custom EPA=1,2 fe(single unit with arm) �60.3 m I�— colors are available 6,M51. } 3 625" f 68.3 mm 19 torn W%WEi•TAW L I W M Wff W"MVW1 AMMM ORDERING INFORMATION ORDERING:EXAMPLE CRI - A - H17 - H2 - F - Q - DB - PR1 Series Mounting Wattage/ Lamp Lens voltage Color Options Source Orientation/Distribution SERIES WATTAGEISOJURCE con't OPTIONS t RI Zimarron HIGH PRESSURE SODIUM WRAD Substitutes Decorative Upswept Arm when WB S10 10OW(ED-231/2) wall bracket mounting is chosen Affll TINE sty 15OW(ED-231/2) RPA2 Round Pole Adapter(VV-31W) k� Arril:Mount,..00sVucbbn , straightngu!Grin S25 250W(ED-18) RPA3 Round Pote Adapter(3'!a' 33l4") aced aicepfzirlfe far9b°corttigura5o l = S40 40OW(ED-18) RPA4 Round Pale Adapter(31W-41/z") AD' Decorative Arm Mount Cont.(6"decorative upswept _ RPA5 Round Pole Adapter(Tj arm incl.&acceptable for 90`configurations) LAMP ORfENTATWAVOWMINr?/1TON WAS Round Pole Adapter(6" WR Wall Bracket ConsL(includes Wall Bracket &6" H2 Horizontal II Ft Fusing-120V straight arm unless WBAD option is chosen H3 Horizonal Uf. F2 Fusing-208V which substitutes Decorative Upswept Arm) 94 Horizontal IV F3 Fusing-24DV 0 No Arm or Wail Bracket(only order without arm or H5 Horizontal V(square) F4 Fusing-277V wall bracket when they are ordered as accessory) F5 Fusing-480V _ LENS F6 Fusing-247V _ WATTA6WOORCE I Flat P1 Photo Button-120V _ NEW HALIDE P2 Photo Button-208V H17 175W(ED-28) VOLTAGE P3 Photo Button-24DV H25 250W(EE3 28) Q Quad-Trip°(120;208,240,'277V); P4 Photo Button-277V NO 40OW(ED-28) V Five-Tap(120,2D8,240,277,48OV) P6 Photo Button-347V SUPER METAL HALIDE (250&400 MH,250&400 HPS onl PR1 Photo Cell.Receptacle-120V NIS77 175W(ED-28) 5 480V PR2 Photo Cell Receptacle-208V MM 25OW(ED-28) T 120,277,347V PR3 Photo Cell Receptacle-240V MS40 40OW(ED-28) 0 No Ballast PR4 Photo Cell Receptacle-277V PULSE START METAL HALIDE E 50 Hz 2201240V PR5 Photo Cell Receptade-480V Pig 100W(ED-17) (250&400 MH,250&400 HPS only) PR6 Photo Cell Receptacle-347V _ P12 125W(€D-17) pZ Quartz RS with lamp PIS 1SOW(ED-28) COLOR HS Internal House Side Shield P20 20OW(ED-28) DR Dark Bronze (available for H2,H3&H4 distributions) PZ5 25OW(ED-28) RL Black VG Pal carbonate Vandal Guard P32 32OW(ED-28) WH White L Larn P35 35OW(ED-28) OR fly' P40 40OW(ED-28) PS Platinum Silver SELECT DNIIS ARE STOOD FOR IAdMEMIE f Wheea 649pckA Mee*Pat&&lPWWm#2forA=dAOmamft RD Red(premium color) SHFAIST FG Forest Green(premium color cc Custom Color(premium color -ACCESSORIES CMI MRONACCESSORIES CATALOG# DESCRIPTION NOUSRW Architecturally styled,one piece die-cast aluminum housing with ARM-CR-6-S-XW-2 6" Rigid Straight Arm nominal.125"wall thickness.Low profile design reduces the overall wind ARM-CRo-s-S-XKC 61/2"Rigid Upswept Arm loading while providing a sleek,unobtrusive look which complements most ARIM-0-K-TA-IOC Tenon Arm(single)adjustable building architectural styles. ARM-CR-W-M-W Tenon Arm(double 18011 adjustable ARM-CR-u-S-IDC,= Adjustable Arm(for flat surfaces) QOOR Die-cast aluminum door hinges to housing and secures with two captive CR1-PVG Polycarbonate Vandal Guard screws providing four points on contact ensuring a clean lens and optical CRI-HS-23 Internal House Side Shield(H2&H3 distributions) assembly.Both the flat tempered glass and door are sealed with one-piece CR1-HS-4 Internal House Side Shield(H4 distribution) extruded silicone gaskets. CR-RPA2-XX' Round Pole Adapter foT Straight Arm(23/4-3'/a") CR-RPA3-XX' Round Pole Adapter for Straight Arm(31/4-33/4") MRPA4-MV Round Pole Adapter for Straight Arm(31A-4'/2°) OPTICS Specular,anodized aluminum reflectors provide IFS type 11,III,IV, CRAMS-= Round Pole Adapter for Straight Arm(5") and V distributions with a horizontal lamp orientation.The type II,III,and V CR-RPAS-IM Round Pole Adapter for Straight Arm(6") reflectors are one-piece hydroformed while the type IV is a mufti-piece CRD4dW-X)C Round Pole Adapter for upswept Arm(23/4-31W) design.All meet IESNA Full Cutoff classification and are field rotate in 90 CHIP-RPA3]DC Round Pole Adapter for Upswept Arm(3'/4-33/4") degree increments.House side shields available as either factory installed CRD-RPA4-)OP Round Pole Adapter for Upswept Arm(37/8-41/2") options or field installed accessories. CRD-RPA5-MV Round Pole Adapter for Upswept Arm(F) CRD-RIPAG-XXI Round Pole Adapter for Upswept Arm(6") MOUNT= Two arm designs are available providing maximum design WB-CR-)W wall Bracket flexibArty.The die-cast aluminum arm offers a sleek upswept look while the r Aehlacexx mWicaWdwAm err-oe Mr Darkfitw a extruded straight arm includes the housings contoured lines for continuity of 2 When ordering poles,spa*Pate DM Pattern gz style.A wail bracket and pole/tenon accessories are also available allowing easy mounting for virtually any application. f7J1IARRON M W TOP POLE BRACANFACCESSORR:S WS ym m requires round iwte adapter) ELECTRICAL Energy efficient HID lamps up to 400 watts.Pulse rated CATALOG# DESCRIPTION 555-49D-)OC Square Pole Tenon Adapter(4 at 90 degrees) porcelain sockets have spring loaded,nickel plated center contact.All units RSS-490-XKI Round Pole Tenon Adapter(4 at 90 degrees) der factory or field-installable photocell options and fusing. RSS-3120-Xx Round Pale Tenon Adapter(3 at 120 degrees) - BALLAST HPF ballast circuit,starting rated at-20 deg F(-40 deg F for HIPS). T nepracexx with ootarchofcq eg.:DC for Dark aroma Ballast and other electrical components mounted directly to housing for excellent heat dissipation and long life. AOWIMMU ACCESSORIES FigM Durable LektrocoW TGIC thermoset polyester powder paint finish CATALOG# DESCRIPTION "- '^ assures long life and maintenance free service,Standard finishes include PrL-1 Photocontral-Twist-Lock Ceti(120 Dark Bronze,Black,White,Gray,and Platinum Silver.Also availabe are Red, PTL-8 Photocontrol-Twist-Lock Cell ft 20-27M Forest Green,and custom colors. PTL-5 Photocontrol-Twist-Lock Cell(480V) PTL-B Photocontrol-Twist-Lock Cell(347V) USIM UL 1598 approved and GSA Certified for wet location applications. PSC Shorting Cap-Twist-Lock Due to our continued efforts to improve our products,product specifications are subject to change without notice. Spaulding Lighting• 101 Corporate Drive,Suite L e Spartanburg,SC 29303*PHONE:864-599-6000 For more information visit our web site:wwwsptiuldingiighting.com C..,W*a*W SPAInAK U CWM A2 Ciahls Ras~ 0*4PCGYACI Md"In WA � C I MAR O V .# rnvals SM SERIES JobCR1-A-H40-H3-F-Q-GR-HS Type g APPL110TIONS Lima$ 21.71" • Area and wall lighting. UL and CSA certified for outdoor use �522.5 mm�� SPEC1RCA7TONS in wet locations. 6.5 f • IES Type II, III, N, V (square) light 1715mm 16.0' f distributions U�s TVs L 496dmm / / ` . • Flat lens design for full cutoff C`; L control 7.25' • 175w to 404w lamps in HIPS, MH, 152AMM 184.2mm r---y Super MH, and Pulse Start for design flexibility For more detail,see back. 5.625" 8.625. 143.9mm 219mm • Mounts on upswept, straight arms L L Li for poles or on wall bracket for a SlMMWAW Nn[t.e8AMSlRYMAW uniform project look 7.563" • 5 standard,2 premium,and custom EPA=1.z rr(single unit with arm) 1603 m F192 mm"1 colors are available ij 6.szs k/ IM, 68.3 mm I 19 mm , L arswr�AW L WILL MMWWMVEPrAM ORDERING INFORMATION ORDERING EXAMPLE CR1 - A - H17 - H2 - F - Q - OB - PR1 I I I I I I I I Series Mounting Wattage/ Lamp Lens Voltage Color Options Source Orientation/Distribution SERIFS WATTAGEISOURCE con't OPTIONS C1111:.Cimarron HIGH PRESSURE SODIUM WBAD Substitutes Decorative Upswept Arm when WB 810 1 DOW(ED-231/2) wall bracket mounting is chosen MOUNTING S15 15DW(ED-23112) RPAZ Round Pole Adapter(23/4"-31W) ill' Arip Mount Gonstructiar;(V,Mra' ht rigi&ar>iri; S25 25OW(ED-18) RPA3 Round Pole Adapter(31/4"-33/4") tnclildgd&acceptable fAr90'l;onfigurdttons) S40 40OW(ED-18) RPA4 Round Pale Adapter(31W-41/2") AD' Decorative Arm Mount Const.IS"decorative upswept RPAS Round Pole Adapter(V) arm Incl.&acceptable for 90"configurations) LAMP ORIENTAT9MV91STRISU170N RPA6 Round Pole Adapter(61 Will Wall Bracket Const.(includes Wall Bracket &6° H2 Horizontal II F1_ Fusing-120V straight arm unless WBAD option is chosen H3 tiorizontat ill F2 Fusing-208V which substitutes Decorative Upswept Arm) 1114 Horizontal N F3 Fusing-240V 0 No Arm or Wall Bracket(only order without arm or H5 Horizontal V(square) F4 Fusing-277V _ wall bracket when they are ordered as accessory) F5 Fusing-480V LENS PB Fusing-247V WATTAGE/SOURCE 'F= Flat P1 Photo Button-120V METAL HALIDE P2 Photo Button-208V H17 175W(ED-28) VOLTAGE P3 Photo Button-240V H25 250W(ED-28) At quad-1W(120,208,240;277V) _ P4 Photo Button-277V H40 40OW(ED-28) V Five-Tap(120,208,240.277,48A PB Photo Button-347V SUPER METAL HALIDE (250&400 MH,250&400 HPS only) PR1 Photo Cell Receptacle-120V UM7 175W(ED-28) 5 480V PRZ Photo Cell Receptacle-208V MS25 25OW(ED-28) T 120,277,347V PR3 Photo Cell Receptacle-240V _ MS40 40OW(ED-28) 0 No Ballast PR4 Photo Cell Steceptade-277V P111SE START METAL HALIDE E 50 Hz 220/240V PR5 Photo Cell Receptacle-480V P10 100W(ED-17) (250&400 MH,250&400 HIPS only) PRG Photo Cell Receptacle-347V P12 125W(ED-17) OZ Ouartz RS with lamp PIS 15OW(ED-28) COLOR HS Intemal tiouse:Side.Shield P20 200W(ED-28) 011 Dark Bronze (araifabte ilk H2`H3&H4 distrfhutit0 P25 25OW(ED-28) 1131 Black VG Polycarbonate Vandal Guard P32 32OW(ED-28) WH White L P35 35OW(ED-28) GR. Gray P40 40OW(ED-28) PS Platinum Silver SELE47=MARESTOV XEV FOR 2111111 1 W ma wdemq pole M eerfy Pale i7ri8 Parlem#2 for angina mmmliag. RD Red(premium Color) SNIPMEN� FG Forest Green(premium color) CC Custom Color(premium color) SPAULVM LIGHTING fOM-SPEFIAIS -ACCESSORIES Cl'MARRON ACCESSORIES CATALOG# DESCRIPTION HOUSING Architecturally styled,one piece die-cast aluminum housing with ARM-CR-6-S-IOC= S"Rigid StraigMArm nominal.125"wall thickness.Low profile design reduces the overall wind ARM-C11111-6-S-M I 6'/2"Rigid Upswept Arm _ loading while providing a sleek,unabtrusive look which complements most ARM-CA-1[TA-0 Tenon Arm(single)adjustable building architectural styles. ARM-CR-TK-TA-MV Tenon Arm(double 1801)adjustable ARM-CR-K-S-I V-2 T Adjustable Arm(far flat surfaces) OM Die-cast aluminum door hinges to housing and secures with two captive CR7-PVG Polycarbonate Vandal Guard screws providing four points on contact ensuring a clean lens and optical CR7-HS-23 Internal House Side Shield(H2&H3 distributions) assembly.Bath the flat tempered glass and door are sealed with one-piece CR7-MS-4 Internal House Side Shield(1,14 distribution) extruded silicone gaskets. CR-RPA2-)DC Round Pole Adapter for StraightAnn(23/4-3'/a") C111-RPA3411? Round Pole Adapter for Straight Arm(3'/4-33/4") _ CR-RPA4_MV Round Pole Adapter for Straight Arm(31A-4'A") apt Specular,anodized aluminum reflectors provide[ES type II,III,IV, CRAMS-= Round Pole Adapter for Straight Arm(5") and V distributions with a horizontal tamp orientation.The type 11,111,and V CR-RPAS-W Round Pole Adapter for Straight Arm(6") reflectors are one-piece hydroformed while the type IV is a multi-piece CRD-RPA2-7DC Round Pole Adapter for Upswept Arm(23/4-3TA) design.All meet IESNA Full Cutoff classification and are field rotate in 90 CRO-111PA34W Round Pole Adapter for Upswept Arm(31/a-33/4") degree increments.House side shields available as either factory installed CAD-RPA4-MV Round Pole Adapter for Upswept Arm(31A-41/2") options or field installed accessories. CRD-RPAS-MV Round Pole Adapter for Upswept Arm(5") CRO-RPAs-lOc' Round Pole Adapter tar upswept Arm(F) jypMMNG Two arm designs are available providing maximum design 1N8-C8]DC Wall Bracket flexibility.The die-cast aluminum arm offers a sleek upswept look while the r Replaeel l(wM caW dwka m:ne ror Dark Bronze extruded straight arm includes the housings contoured lines for continuity of 2 When orderw pales,vw*Pole ara P4 M#2 style.A wall bracket and poleltenon accessories are also available allowing easy mounting for virtually any application. COMRON TENON TOP POLE BNACKETACCES501JfIM (ASS version requires round pole adapter) VTR= Energy efficient HID lamps up to 400 watts.Pulse rated CATALOG# DESCRIPTION porcelain sockets have spring loaded,nickel plated center contact.All units SSS--490-XIV Square Pole Tenon Adapter(4 at 90 degrees) offer factory or field-installable photocell options and fusing. RSS-4904117 Round Pole Tenon Adapter(4 at 90 degrees) RSS-W20-]DC Round Pole Tenon Adapter(3 at 120 degrees) BALLAST HPF ballast circuit,starting rated at-20 deg F(-40 deg F for HPS). f Repure XK WM Color d kA eg.:RE for rlark Rrnaze Ballast and other electrical companerits mounted directly to housing for excellent heat dissipation and long life. ADAUIIDNAI ACCESSORIIFS FWWSH Durable Lektrocote°TGIC thermoset polyester powder paint finish CATALOG# DESCRIPTION assures long fife and maintenance free service.Standard finishes include PTL-1 Photocontrol-Twist-Lock Cell Q 20V) Dark Bronze,Slack,White,Gray,and Platinum Silver.A19a availabe are Red, PTL-8 Photocontrol-Twist-Lack Cell(120-277V) Forest Green,and custom colors. PTL-S Photocontroi-Twist-Lock Cell(48OV) M-6 Photocontrol-Twist-Lock Cell(347V) LISTING UL 1598 approved and CSA Certified for wet location applications. PSC Shorting Cap-Twist-Lock Due to our continued efforts to improve our products,product specifications are subject to change without notice. SPAULPINQ Spaulding Lighting e 101 Corporate Drive,Suite L a Spartanburg,SC 29303•PHONE:864-599-6000 LLJAAAFLM For more information visit our web site:www.spauldinglighting.com cw.h hr d x 3am.M6 uCnr>1r8 Y Rkhft Ruerred awe-Dos PeYW 1e an r G VS 1;tlbU-AC7AVVAM, MA A/B- SSS-17-40-1-A2-GR SQUARE' STRAIGHT STEEL A2lB2-SSS-17-40-1-C2-GR L "please note this is an 18' pole cut down to 17'. • Square Straight Steel Shaft • Base cover standard (Square) , • One-piece construction • Gasketed hand hole cover standard (3"x5") *. i� • Side,Tenon, or Pad mounting available • Lektrocote finish standard • • CSA certification available % X Ground lug standard ■. r_ • Galvanized anchor bolts and template included "�" ' (4-bolt design) ^� s " SSS-10.40-1-XX-XX 10 . 3A. 4 _, 38 28-5 22 . 17 11, ...119 .11' 8-11". 5.6-7.8" 10.25 x 0.75" 3/4 x 30 x 3" , 4" 91.:: SSS-10-50-1-XX-XX 10 3.0 5 60 46 ': 36 __28. 19 :. .119 1T- .10-13.5":7.1-9.5- 12 x 1'::, `314 x 30 x 3" .4'' . 106 SSS-12-40-1-XX-XX 12 3.7 4 28 21 15 12 7.5 .119 11' 8 17' 5.6-7.8" 10.25 x 0.75" 3/4 x 30 x 3" 4" 104 SSS-12-50-1-XX-XX 12 3.7 5 45 33 25 20 13 .119 11- 10-13.5- 7.1 -9.5" 12 x 1" 3/4 x 30 x 3" 4" 122 SSS-14-40-1 XX-X?G 14 '4.3 4'`� 23 ::. 17' 12.5 '9.5` 6 ;. .119 .'11" 8'-'11".';5.6 '7,8" 10.25 x 0.75"' .314 x 30 x:3- �4" 116 SSS-14-40-7-XX-XX:.14 4:3 4 34.5 :25.5 :.20 IS '9.5 .179 `11" .8'1/2-12" '6-8.4" 1.1 x 1`'.' 3/4 x 30-x 3" 4".: 15& SSS-14-50-1-XX-XX 14 4 3 5 38. :28 5::'21 5 1.6.5:. 10:5,-.119 ,11 1.0-,13a" 7:1 95", 12 x 1 3/4 x 30 x 3" 4 131�;:; SSS-16-40-1-XX-XX 16 4.9 4 19.5 14 10.5 7.5 4 .119 11" 8-11' 5.6-7.8- 10.25 x 0.75" 3/4 x 30 x 3" 4" 128 SSS-16-40-7-XX-XX 16 4.9 4 29.5 21.5 16 12 8 .179 11" 8 1/2-12" 6-8.4" 11 x 1" 3/4 x 30 x 3" 4" 176 SSS-16-50-1-XX-XX 16 4.9 5 32 23.5 17.5 13.5 8 .119 11" 10-13.5" 7.1 -9.5" 12 x 1" 3/4 x 30 x 3" 4" 153 5-16-50-7- - 1 4.9 5 47. 5.5 g7 5 13.5 JZ9 11" 10-1 1 -9.5" 1 x 1" 214 " ' 10.25 x0.75 3/4=x 30 x 3" . 4 147r SS5-18.40-, 1-XX-XX: 18'=5:5 4 1fi.5,' t1.5 $5 6 3 119 1:1 . 8',-7 t 5 6 7 8". 555-t&5[1-1-XX-XX 18- .5:5 5 ': 27.5 20 ,:'A 11 6 119 :t1'` 10-"1-K 7;1 9.5 12 x 1" 3/4,x ii-30 3 4 175 555-1&50r7=XXrX1E 18 `55 S 42 31 ;,23 5 TS' _. 11 :179 11, 8 1/2-12,". 6_-84 12 x 1";. ..,3/4:x30x'3` 4 243 SSS 20-40-1-XX-XX 20 6.1 4 13.5 9.5 6.5 4.5 1.8 .119 11" 8-11" 5.6-7.8" 10.25 x 0.75" 3/4 x 30 x 3" 4" 160 SSS-20.40-7-XX-XX 20 6.1 4 22 16 11.5 8.5 4.5 .179 11" 8 12-12" 6-8.4" 11 x 1" 3/4 x 30 x 3" 4" 173 SSS-20-50-1-XX-XX 20 6.1 5 23.5 17 12 9 4.5 .119 11" 10-13.5" 7.1 -9.5" 12 x 1" 3/4 x 30 x 3" 4" 191 SSS-20-50-7-XX-XX 20 6.1 5 36.5 27 20 15.5 9 .179 11" 10-13.5" 7.1 -9.5" 12 x 1" 3/4 x 30 x 3" 4" 266 SSS-20-60-7-XX-XX 20 6.1 6 51 38 28.5 22 14.5 .179 12" 11 -13.5" 7.8-9.5- 12 x 1" 1 x 36 x 4" 4" 312 555-25-44-1-XX-XX 2s 75 4 $S 5 3 1 5T t+fR 119 E 1 8-11" 5 6 7 8 1 D 25 x 0 75 3/4:x 30 x 3." 4 �38 S55-25.40-7-XX]C1C 25 7:6 4 14 5.; 10 :. E.5 4.5. 1 4<-,:179 11.. 8;5.=12 6*8 4, 11 x 1 3/4 x 30%3- 4' ':266 SSS-25-50>1xXXX 25 76 5 : 15,,"TO 65 4 NR 1t9 a1" .10-735 7�1- 9S 12x1": 1x36x4" 4 231 55S-Z5=50�7?OC-XX 25 7.f 5 2 18 1S 8 S` 4 :179 i,':1 t(1-_13 5 7s[ 9 5" 12 x 1"` t x 36 x 4"--. ?} 324v 55�25-50 3»KX X1C 25 7 9 36 5 26 f9 14_:; 8 250 .1'`3 1f7. .3 S" 7r7 9 5" 12 x 1"` 1.x.36x 4"° 4" '437." <5SS-25-fi0-7-XX-XX. 25 7 6 r 6.' ; , 38 5 >. 2$, ;2(15 15> _ 8,, .179 .:12 ,..11_-13 5 .7& 9 5.....,:' ,12 x.1., ,,.,,._T x 3fi x 4 ' . ..4 :.;',404 SSS-27-40-7-XX-XX 27 8.2 4 9.4 4.2 1.2 .179 11" 8.5 x 12" 6-8.4" 11 x 1, 1 x 36 x 4" 4" 290 SSS=30-40-7-sM;X7 30 R1 4 fi5,.'4S - 2:5 15 4WIt '':179 1? $.5 r12 6:=84-e S$S-30-50r1-XX-XX' 30 9x1 S 7 5�.,'t 5 x .2.5 i�1R: NR fi19 "t_1" .10 13.5",-7,1- 9 5 12�r 1 _: 1 x 36 x 4�`1. 4 -274., SSS-3(1e5fk7XXsXX' is:,: 12. a79 . :1 1 10-13S 7,1 9 5 17 x 1 1 x 36 x 4" SSS-30-S0'3 XX U 30 9l 5 22 16: 8 ' 3 8 .2 0 1 t 10 .-f3.5" 7 1 9 5 12 x 1 1 x 36 x 4, 4 '537;I SSS-3"- 0-7-XX-)0c 30 g 3 & 30 20 14 9 :° 3.4 12 1t- 43 5 .,7:8 9 5" 12 x t*.' i x36 xt4" :.467 555 30-GD=3-XX- 30 9.Y` 6 42 30 22 1.6 8 25[3 12 1ti :_13 5 7 8 9 5 k2 x 1 r 1,25�t 42 x..6"_ 4" 63(1 _.._.._ __.,. W n SSS-35-60-7-XX-XX 35 10.7 6 20.5 13 8 4.5 NR .179 12Y 11 13.5" 7.8-9.5" 12 x t" 1 x 36 x 4" 4" 538 SSS-35-60-3-XX-XX 35 10.7 6 26 18 12 7.5 3.4 .250 12" 11 -13.5" 7.8-9.5" 12 x 1" 1.25 x 42 x 6" 4" 726 5S�0-60+7-XX-XX 40-12.2 17 8, 3:5 .NR` NR .i379 12 11, SSS-40-60-3,XX-XX 40 122A .; 14 10S .,::SS ,.. : NR 250... ,1 -.1-1.. _5.... 7 95.,..; -x._1_"e 1 25 x 42,x-6 . 4._. 802 _.... 1 Allowable EPA with 1.3 gust factor.To determine mm pole loading weight,multiply allowable EPA by 30 tbs. Note Factory supplied template must be used when setting anchor bohs Hubbell Lighting will deny any claim for incorrect anchorage placement resulting frwn failure to use factory supplied template and anchor bolts. R 11 • . • • a, a D: Shaft Nom. Complete part number requires shaft above plus Cross Style Material Nom. Mount Finish mounting type,finish,and appropriate options below. Sect. Length Shaft Thick. Type Luminaire Mounting T�rpe Finish Options AX Side-Single DB Dark Bronze Q55 Internal Coating(Hubbell Seal) BX Side-Double at 90.1 BL Black Q78 15 Amp GFCI Receptacle and Cover3 CX Side-Double at 180" WH White Q22 Extra Handhoie3 DX Side-Triple at90" ® Gray Q26 1/2"Coupling3 FX Side-Quad at 90"' PS Platinum Silver Q27 314"Coupling" Ff Pad IVlount-Spider Type RD Red(Premium Color) Q30 2"Cou�ling P2 Pad Mount-Yoke Type FG Forest Green(Premium Color) Q32 Mid-po a Luminaire Bracket' P3 Pad Mount-Yoke Type CC Custom Color(Consult Factory) Q40 Vibration Damper (Proformer XL only) PR Primer Only LAB Less Anchor Bolts TA Tenon(2 318"OD) CSA CSA Certified(consult factory) TB Tenon(2 718"OD) TR Removable Tenon(2 318 x 4 1/4)1 CD Concord Luminaire OT No drilling(includes pole cap) 1 DRILL PATTERNS:Replace X wlth 1=Luminaires with a straight pole(4-bolt),2=Cimarron CR1 and Raven Series luminaires,4=MSS&DS luminaires,5=Detroit III luminaires,6=MSY,RCS,RCL &DM luminaires 2 Removable tenon used in conLunction with side arm mounting.First specify desired arm configuration followed by the"TR"notation.Example:555-25,40-7-C6.R-08 3 Spetify option location using logic found in pole introduction pages. SPAULDIDIG ro : I I I vcc� . Site Plan Review Page I AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D.Dachos DATE: January 30,2008 DATE RECEIVED: January 24, 2008 DISTRIBUTION DATE: January 24, 2008 PLANNING BOARD MEETING DATE: January 31, 2008 APPLICANT INFORMATION 1. Name of Business: Colvest/Agawam, LLC (CVS) Address: 287 Springfield Street, Agawam,MA 2. Owner: The Colvest Group LLD Address; 360 Bloomfield Avenue Suite 208 Windsor, CT Telephone: 860-688-3667 Fax: 860-688-2343 3. Engineer: Huntley Associates, PC Address: 30 Industrial Drive East,Northampton, MA Telephone: Fax: PLAN REVIEW Scale: I"=20' Date: October 10, 2007 Title Block(Street Address,Applicant's Name,Address, Scale,Name of Preparer of Plan): O. K. Description of Project: Proposed demolition of existing CVS pharmacy and construction of new 13,225 square foot pharmacy and amenities. Site an PI Review Page 2 Description of Site: Approximately one-half of the site is currently developed with the existing CVS and parking. The remainder of the site is bisected by a gully, intermittent stream and associated wetlands. An Order of Conditions has been issued by the Conservation Commission to allow the filling of a portion of the gully and wetlands with replication elsewhere on the site. The site also contained a former landfill which has been cleaned by the applicant. Provision for Traffic Flow: Proposed use of two existing curb cuts on to Springfield Street. The westerly curb cut is 30' wide for two-way traffic and the easterly curb cut is 24' wide, also for two-way traffic. Parking: 61 parking spaces (3 handicapped)have been provided. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Additional-shade trees should be shown along the frontage of the parcel. These should be placed so as not to obstruct the view of drivers exiting the site. Sign Location: An elevation of the proposed sign should be provided. It should be similar in design to the CVS sign located at the Suffield Street CVS store. Exterior Lighting: Cut sheets and dimensions of the proposed lighting must be provided. All lighting must be recessed. Wall packs shall not be used on the faVade of the building except where not visible from the street. Rendering or Elevations: O. K. Dumpster Location: Height of fence enclosure must be shown on plan. Other Comments or Concerns: The Planning Board's action should be conditioned on the approval of the proposed zone change for the rear parcel from Residence B to Business B and on the Board of Appeals approval of the Drive-thru window. I 01131/2008 10:46 FAK 4138210831 0 002/002 TOWN OF AGAWAM Department of Public Yorks 1000 Suffield Street * Agawam, MA 01001 Tel (413) 9210600 * Fos (413) 8210631 John P.Stone . Superintendent MEMORANDUM To: Conservation Commission;planning Hoard CC. John Stone—DPW Supt.;File From: Engineering Department Date: January 31, 2008 Subject: Site Plans—CVS- Springfield Street—SP 514 Per your request, we have reviewed the Definitive Plan entitled "CVS Agawam, MA; Prepared for: CV$/kETA1L Springfield Street, MA; Prepared by: The Colvest Group, 360 Bloomfield Ave. Windsor, CT; Scale. 1 Inches = 20 Feet; Dated: January 25, 2005", and we approve the plans. However we have the following comments which can he addressed during construction and after the project its complete: 1. When the accessible ramps are installed, detectable warning panels will need to be installed as per ADA and AAB requirements. 2. Engineering would like to express the importance of future maintenance of the systern so that it will work as designed. According to the stormwater maintenance report in the NOI,the owner will be responsible to sweep the parking lot regularly, inspect and clean the structures (including stormceptor and infiltration system)as needed. The exact maintenance'schedule is to be determined during the first year of operation. Engineering requests that a copy of the inspection reports be made available to the Town of Agawam for review so that it can be assured that the proposed stormwater maintenance plan is adequate and everything is functioning as designed. If you have any questions please do not hesitate to contact this division. Sincerely, r91/ Vladimir Nceres Michael C. Chase,P.E. Civil Engineer I Town Engineer SASP\514 CVS SPIiINGFIELD FIVAR'MOMNDUMCYS 4,doc To: Planning Board From: Town of Agawam Commission on Disability Subject: Site Plan- CVS Springfield St. Date: Thursday, January 31, 2008 We received the site plans for CVS Springfield St., on Tuesday, January 29, 2008. We found - questions about HP vehicle size, HP signage, curb cuts, side walks, drive through canopy/over hang, and future ATM site. Had a phone conversation with Peter, all points of interest were addressed, and corrections will be made. We recommend , in accordance to Local, State, and Federal Codes. Disability Commission Frankie Mazzei A Town of Agawam Board ofAppeals 36 Main Street L Agawam,MA 01001 MEMO DATE: January 28, 2008 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: Colvest/Agawam, LLC. (CVS) 287 Springfield Street REASON: Colvest/Agawam, LLC. (CVS),which is seeking a Special Permit in accordance with Section 180-44, Paragraph 1 of the Zoning Ordinances to allow for the construction of a drive-thru service window at the premises identified as 287 Springfield Street. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date,we will assume that you have no objections. Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 h► , MEMO TO: a Engineering Dept., Safety Officer, Fire Dept., ADA Committee FROM. Planning Board SUBJECT: Site Plan - CVS - Springfield Street DATE: January 24, 2008 Please review and comment on the attached Site Plan for a new CVS to be constructed at the site of the existing CVS on Springfield Street/O'Brien's Corner for the Planning Board's January 31, 2008 meeting. Thank you. 4 n i on CIVIL ENGINEERS DEVELOPER `gym _ Tile � a ' st HUNTLEY HUNTLEY ASSOCIATES, P.C. z7n. i SURVEYORS ENGua6ERS LVMSC-VEA1ZCHn•&C•r5 360 BLOOMFIELD AVE. -- SUITE #208 30WDUSTMALDRWEFAST WINDSOR, CT 06095 NORTHAMPrON,MASSACHUSMTS01060 ph. 060-688-3667 — fx. 860-688-2343 all it DRAWING INDEX: SHEET NO. TITLE LATEST ISSUE OR LOCUS USGS MAP N.T.S. 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SURVEYORS ENGMEERS LANDSWEARCHlIEM 30MDUSTRL%LDRIVEMM ��� O� 4 1 / /../ •. •� .. ,/./•/ !/ 1N !/f?�1 noRTHAMPTON,HASBACHUSRTi'S o1060 e f►fS-GY9 Xf L98[-�RB-OSI Su tam�• N °ON °"" S31ON NOIlomISNOO CD4M 9NWAMa y i Z p f � vwv 'VIVMVDV W ° # w �, )) IS al31J9N18dS—llVl3d/SRO O y $ s o JAI IN all r a $ fill ag • ee Bp $E aq ems# mH ��� a $�� a •s � L �a� ox.�tai ci6 w4 ��s s�� n a 1 3 !R514 5t Ia s$a sas $lit, .91 $ Ens I a E1191 jj11!Z as �d• 3E 83r 8be .1$ o� sill a ad ��cici w : z53C9dz $�fg zA A 36Ji ri u:Eri .or w � ni .i�.i -�dund $a i�c��� � L"n 4m vs s till 5p fill, lit all's Big all a fill lit 41 'all =a � • a 2 1$ Y a lit, ev 7 Tr - IA�L G711fMA1�l[.IP�4*/�tlr►IN�YMM�'�MF4 3 t SAWCUT AND MATCH . EXISTING PAVEMENT GRAN MOB i A FIEMOYE AND SIDEWALK PROPOSED YARImas PEDESTRIAN t y TONE ISLAND q-26' GRAN r CURB p.g ' REM L GRAN.cum C AL PROPOSED GRANITE CURB — RB(TYP-) �— BENCH TONN� oh MAARKKw,w WALK ImMD77:•Itl�RE T w CONCRETE RAMP .} 1S mw/BIDS �C� SIRMS(2) PROPOSED'STOP' Now 19"RON-f73.O5 LE SIGN AND RA41.A7-1 24' LEGEND ,e 9 CA 7CH BASIN '. PROPOSED'PYLON'Skid ® DRAW MANHOLE � � �PROPOSED HOT MIT( m SEND?NAWOLE, GupB i 5511J1J1 ASPHALT CURB TYPE 2 m IE7 ETaMDrdE MIAFlNGLE R Lf HYDRANT 4'UK CEMENT IR: WATER GATE CONCRETE WALKWAY _ GAS VA71E ® ® (� (� ® (�} ® ® �I KW ew a SALES). OVERALL N RKINGSWOP RATIO INCLUSIVE OF ALL LIP � POLESIGNAL WHOLESALE HOLE AL S UNHEATED GARDEN SHOP OR SEASONAL RETAIL OR 000 G ELECIM NAND1iD1.E PROP09EM AMA "F 7'- aAY P HANpAod.E d�7 glT BERM CEMENT COMM RAMP �� � R-S 1 13.225 SQFT.s 4.5 SPACESI7.000 SOb'T...e0 PARKING SPACES PROPOSED'STOP HERE 04 RED" R-4• TOTAL PARKNO SPATES REQUIRED-e0 PARKING SPACES CUYi GUY INK Slit AND BAR.R1a-O �i `' TOTAL PARfttldC SPACES FRONDED•et PARKYdC SPACES �inRadC WELL SAMCtdT IMdM MA1771 R-12' R-3' 17.3' 1F • SIGNBOLLARD EXISTING PAVEMENT �: CPS i 3' ti.3' LP p UGIT POLE S PROPOSED PEDESTRIAN n SIGN ® y4• 1 I REGULAR PAARKIN ISPACEPA=- 4rX1 om p GAS UCTER. CROSSWALK YARIONGS ® f ® 1I Q� ®a ® ® ® HANDICAP PARKING SPACES-e'x1e' ® UNRONUMENTEO POINr I! 11 I p IRON PIN FOOW BIT BERM �' it-is' &GIN AN TO BE SET L �S �.REMOVE AND srAOL R-3' o• TR' E3i TWEE NSTH TRUNX OfAAfETE]P GRA14 CURB(TR•) 7S-]' r al'f BITGWNWs �' ® 4*— �S' R.s PROPOSED CEMENT COMM CURB r FOR ALL LANDSCAPE IsuwDs cax GOWNf� ® Ras GRAN GRA AW NANOCAP RAMP R e' •� L R.3' x WALK- PRr cGN OPOSED 4' T M1pE CROSSWALKaDAEN sIDEwALK ' R-17ZOD MITI ELEVATION i10W (UNITS In BE MILLED IN 10"OO 1NvVF ELEVATADN F1 wTN do COLVEST) ® ® ® g 174M SPOT ELEVAROW PROPOSED GRANITE � - n TRAFFIC CONTROL ' a7RB(rep.) . RC REAVPOIRCEA CGN'CWE'7E R-e• R-4, ®..- ••'-- �4L:;.•-•r .Ff REAL£STAM LLC •Ic WTRA7ED CLAY •: .: rS'-. ��.-'_- •'.-''4: BOOK Il987 PACE f79 PVC Pa YHNfYL0`0t MDE PROPOSI'p HOT MIX { �'� ` PROPOSED'00 HOT PLAN BOOK L PAGE 46 p DRAW LINE ASPHALT CURB TYPE R � 9'0 �P� ENTER"SIGNS(2).RS-1 S SEI£R LAVE PROPOSED CEMENT CONCRETE C R B R-30' �" WALKWAY W/WTEGRAL CURB I us e 0.0 LOCUS REFERENCE I FIFCTIBC LAVE �• PROPOSED PEDESTRIAN CROSSWALK MARKINGS T 7ELEPHOY£0K BIT PAVEMENT n b COLVESr-AGAWAM DEVELOPMENT COMPANY LIMITED PARTNERSHIP �ofw— OK04FtD NRE fL • PROPOSED'VAN ACCESS81.E'SIGN.R7-SA BOOK 91E7 PACE 209 (n IP ---SON Ts— OSERFMEAO TRAFFIC SIGNAL ' R-S BOOK F5161 PAGE 519 -J UMNONN UWJTY DIES7WIA TIGW 'S�� FUTURE A �® fY PROPOSED CEMENT CONCRETE PLAN BOOK 340 PAGE 118 _Q ATY SITE ADA RAMP(2)W/LEVEL LANDING PLAN BOOK 25S PACE 32 J ' ® ALSO SEE: PLAN BOOT[62 PAGE 89 W Er_ G g PROPOSED"RESERVE PARING s7dt(2),R7-e w �•2i' (SEE DETAIL) 24' PROPOSED HOT SAME L� � rJ, ® ASPHALT CURB TYPE 2 � t ® Z tOTAL AREA - 70,390 SO FT t I.4516 ACRES.* d Z �' 0 • PROPOSED * ¢ Q ® ® '•:i 0 BUILDING f 1101r $POFRAAWIC SURICY AMO BOUWARY 88WWAA(W PROMRED ¢ T3,225 Sa.F?. wcrar J.sI,nBLEr,X. BY RaMREAG s Roue l7/loiyr6)Foa ENE 6DLWs7 6RaI,�LTD. F— � BOOK 15460 PALL 479 (1-STORM W PLAN BOOK 62 PAGE 89 ® R-S' °;4 R-IO' `< Q ® U) Q J PROPOSED REWORCED PROPOSED CEMENT CONCRETE R-w CONCRETE DRIVE THRG PAD Q :rJ WALKWAY W/INTEGRAL CURB PROPOM Sim r}a PAVED ISILAIDS TO BOLLARDS(3) A NOT GM,TO S1UCL'O BE SmPPEG(TIP.) •: \ tldl llAG7N;LTG N/I IDNA SINYIY IKAl I11Nf: �R - { �• REALM dN PAH]R£NT R")780 PAR, 61 •Y" PROPOSED STEEL `.T'PLANSAVE NA INXIN 60 PAC,! 5 R-6' •F BOLLARDS(4) \ - R.3' • f GRAPHIC SCALE -MOesP PROPOSED'DO NOT -•••y,'•�? J •+•;=•• R-200' 20 D 70 20 40 REVISIONS ENTER'SIGN,R3-i SHIWCY REAI fY CORIVRARON A-,S' BOOK 2527 PAGE TOO PROPOSED PAD ENREINFOCLOSED DINCEME . BOOK 2537 PAGC 357 CHAICONCRETE PAD EliCL09EM N PLAN HOW 60 PACE 5 WJ LINK TER FEPAND WITH VINYL LOCATION) RAN BOLE 27B PAOr n (01IMP31ER AND COMPACTOR LOCADOd) iYFPROPOSED �.- DRAWN All IINA 7B6f Y 'NO PARf(W PRQPQw 20 DATE: 10/1G/07 _ rrAN RULr 60 PACT. ', R-25 OU R- HUNTLEY SCALF: I-2Cr HUNTIAEY ASSOCIATES, P.C. DRAWIN NO: PROPOSED •PROPOSED O'HIGH PROPOSEDsITRVKYORS ENOIIVEERB LANDSCAPE ARCHrrECFS C--- 10 3 6 RETAINING CHfVZ EAST TOI!1NK FENCE ArrA PR LINE �,IU,V� NOR}'FIAMP( N,MA.RBAC TO HVSEM 01060 BL WALL RETAINING ZA' F / f UP�d12B 4 Nill� IIING V� n # �. GRAN CURB HN p.1670.66 ' %.. n `� pG^kR.1hr.L,A I�tfi565 _,rp•1G_5� _ 165,79 E+SLAM._ UP 6D 35 ST } n� R.I7pIB11.166.30 - ,a'lr�os SAWWT t BLESTUN R><r70J5 AN n 'R n i .0 i2 SUNG PA 'noN 1�186.75 CURB UP0257127 <~' .F W/R15ER dr TRAN$FORATER t1 - _•50 a\ �, Ba169.BO g W/R15ER yh 3 \65' st6T' m A R><76$BO'\TBr I 6s.0 •A J. GUY ` NC'*�n IYG�Sid 'a - L 1�f1;725 1e167.!'~ 706 C LAC - SEC a. \Y! Y- % CORE Am M MEW - 1 d n10-OICH OU. 10Hill T�A�71.s2 is aG qq BENCH YARN TIC BOX :AT INVERT E 6 p+Y�, 1�165.6 _ UP�45 i apf_o-� TOWN OF AOANSU! R i� I-167 9(12"RCf �WAYY'� OISL 0136 R=.172,2f I 164.9 IS E/� NOW 1929 I. rrD.D2(r2"PVC) ..fi( r�R l� f �•`' ELEVATION-17-105 +! LEGF,ND / B IS CATCH BARN SAWCUT t MATCH b y �C /0 . lR lSb.t S(46" J ® DRAW MANHOLE QRSTNO PAVEMENT ELEVATION Ra lL72.9s 56T$ P1, SEWER YAAWOi CORE AND INSERT 4-01GH PVC t6y�' m 7a.EPH01NE AL/NfOIF AT INVERT IDXV�166.]6 I.. P0554 • ,p p`7 / p SEC LE i NMRANT CAP ERIS'11110 A-o"SERVICE 1 D•h d b \6 t g f 1 R-17t.17 +1 I L NC t WATER CATE R-172.61 T .2t UPAp54 9 (COULD NOT--'- I?MSD+ �tTIAO PROPOSED STORM WATeR/SANITARY .. LTG ♦ CAS CA TE I OUT�764.66 `1 .6 A1FA9URY*6"WV.) SEWER .STRUCTURES rp UTNITr POLE !W-154.98 - 10` q9 I OMN/1 C� {. TS TRAFFIC SIGNAL ! 'F 5w56\1y 6 +170.60 r/ I NM}11ME(Y.�17C1D IUAi QEV�1f6.]0 +::> E1AN A aE 91i BEpM 1 5 5e �� 'R I SIBIRFAC'e >iMR1 WIFIL7RA710N sYS1EY � INV.61(DMNI2}16&35 5 Wry. Ce/1}16162 INV.OUT(DMII/1}Ia06D ;•`, cMr rxlr NM1E Yw \ Il CC, i 206LF OF 70' -i2 ADS PE1iFp1A71II`R�E <� \ KV.OUT(SM 600) 460.20 MGWTORAYC WELL l} �I��_5 ,y,G =�' \ 72 I �1.r6 12'RCJ J (SEE DETAIkS1RETj I 1\ D1Yf/2 RW,i ELFV.SYSTEN}766.00 + SIGN YG T' 7cL / .6D �� r I MAINTEIV AOC¢6('np. (I0lifA) 1 1 - R6A ELEV_170.d6 • JOUARO CG s 4 G `^X'•.---- �\ 9ET 7G��CAADDEE(7YP•) 1 *I W�L06}1i7A0 C�� - LP p L104T POLE y , • n i \ l 1 j INV, pp t1.y,6a Rqf fl.EV.�166.10 OM 0 GAS ALTER I ,ING �, 117I.70••• / 1 I I W. 16d54 tNYJ.DU7(CtA}f66.40 ® 1AYNIANuuEHTED PGNT BERM 1 / ♦ jj3r_-\ / T I GUT(OMH/1} p ARCW PIN FOUND BIT I} 7t, i \ / CBA 1 j I�� STC 600 CBAA • NXINARON PAY TD BESET ATE N -riz.2o I=7 I �: RIM ELEV..17d10 RIN 6 .W00.7S - 16" IRE£IRT)i T7NAYK dAYE'TFR MA ATE A6 ti72.1 1 ` ,pi d \� \5 5 // _ I I, I HIV.NI(DM1/F}106.75 INNx R7((CB/'7}106.06 Bf7touNo75 BMNCH ASS6111 Y(FIRE SIPRNICLEA M ) 'Stiff �> / I 4 I INV.CNl(SYSi1f wY}1I 1NV.OUT(DMi1R}165.f6 CONC CONCRETE THRUST BLOCK.SMA'TAPPINGj\f GRAN p7AH17E MECHANICAL JOINT 6y <QA1E VALVE BOX gR .d ,y5 d OMN/I RIY ELEY 17t.10 iR7 HAA®ICAP RAMP I DJ.LENGTH,T#gUST B •y rN � \Q'L 77t. PROPOSED SAI A /1 I NiY.01(OIDC}106.M R=77. .s7\o*t' _ A 5 \ D O SEWER CLEANOUT I f I i' 6fV,WT(WH/2)-I§.7E .RAT 00 ELEVA7)0N I-166N < N., R- 2.76 c 1 M. SMH SM11iL 1-T66.00 OVVERT ELEVATION // V Gu1\.� �" -112 Q 1 c'O I I RIM ElEV.�171.10 I'-Qx SPOT ELEVATNW CONNECT (LL) v A + <S 17� \` r INV.6i(CLEANOUT)IIIII167.74 - 7r 1RAFFIC CONTROL WATER ) 1• \ O - DMHJ I INV.IN(SMNFI).167.70 RC REINFORCED Vic N7RRTm p-,pCOHCRFTE Y WATER \ 171.10 .::}' '• r�- � A !f� 1! INV.OUT(EX SMN}767.60 PYC PGL YHNYLGHiLORlOC U BOXV ^ \K a e 1 �.•. - t71. r� \ S- DRAW SEWER LBWS / c r::17TZT lLW 5 �EAMITAIIY 9EMQ1`b§ .� \q v r PROPOSED STORM PIPE DIA, LENGTH SLOPE W WATER LINE 1=c6fi.fiB J p I l\ INVVEWAT OUT-444M I 1 T70. WATERWER LINESY (IN.) (LF.) (T.) UNE ELECTRIC LAVF # ! _\ +770.20 A 7 1l 51 f� PR`0'P-f m�}-^,� I Al L' 7 l0 CB/4 HOPE t0 104 0.] ' -OHW- OBERIAEADE LONNfRE E Blr PAIA-MENTeb '\\�$,T,, 1T f/ {CONNECT TO,-nRE SPRINKL1;S_M W ^ LS/4 TO QW02 NODE 12 f1} 0.] V) _qy TSr"'� OWR*WAO TRAFFIC SIGNAL VPA751." \ yM pp \ +17 ( �� / ` 7 V/ BLDC TO DMH62 HOPE 6 12 TOD LNXWNN UTILITY AESTINA170H WlIaSER LEACH j7j06 \ � AN4p£+YVOMi-t1YP,) Jr / DL61 TO NDPE I IM !2 DMNF 12 62 of W W TO DMH/1 HOPE 12 10 1.0C DMN01 TO SIC 600 MOPE t2 to 1.0 4r Z c / \' � '//�i /� �% i \• ���\ll I h^� \ 51C 600 TD S1'S1EM HOPE 12 10 1.0 .I PROPOSED 2-INCH CU(DOMESTIC) o yc`P \I 51 ��;f�� Z ! /!'�fi�'�i s •.:� �lllllllhYllhl Il 54 CB�2 10 SYSTEM HOP£ 12 M 7,6 V) \ PROPO$W 6-INCH DIA, �, � J f !�1, 1I5111144411y41 A I �IM TO E•OW NWE 10 120 "D � a a ' \ DUCTILE IRON(FIRE MAIN) ' } 11�11eF.F.=172.00 �\ l l e 5 \ELE �`P i •.� I 111 17!lrl.,li����� IIII111114 _ ! 7r r l Y4ll v BIDG TO SMNM PVC 4 17 4,0 `\ \ i�F� f I `�'� I I11 14Y111415Y 4 5 Q Z \ PROPOSED UNDERGROUND \ 'A' ' ` I !1!/1�1}4ll l l'411 f� l �I�IIII+f r ujNt L1 5 SMHti TO SMH/2 PVC 4 140 dT8 < 000EEECCC777RRRIIICCCAAALLL SERVICE CONDUIT 5 \ \_�i7- / ! ( I I N I ` , 111 IS+1114 4 Lil 170.26 i i s 11 I h l I I I C / \ 1 `1l I I 5 BLDC TO CLEANOUT. PVC 4 70 1.0 Q \ ♦ \T llll { \ \ 111I111101f 1 l Q \ LOCATE AND CD40iEC1' } • l4{111 ICI I l l l l l r I \ CLEANOUT TO SMN/2 PVC 4 66 7A GAS SERVICE 170.6Q !� i P.T.A3 �'t, I \\ �� II1111154155 1 i \ / �� /I I 1,41 I \\ r r11D Il \ amp To ESL SMN PVC 4 72S IA UP \ \ /� 1f `•j � A 1 ) IIllli`it\bli5ls \ / / D.H.#3 1 I I Il h l h V Q ! ! 1 115 lri 4\ r t + ) I 't 5 Illlll 111 hhh 5141\ \\ 170.25 \ BOx 170.46 / !r IIII\\\\5}I l 1 I1��41III155h1I ll 555\\ > E lP Nor3-INCH DOWNSPOUT 1411101 MAGI YD \ \ crUcf:O , j IV �'�1'V�1 I I C 1 1 4 11 1 1 1 15111 r 1 I 1 4y115544 \5`%114 5 ! TO 10-wCm STORM DRAIN RFAOW AV P,11 UWr \ RINr IANC / \ ♦ // 170.40 M. J -�W+ , 1,}Il I I I I I I I I+1 I i 111�7 r`15 �\LSe� lC 1 \ /I I ♦ I 'F �/ hIIH III Illlll 1 5 1 Lr.' \ 1 Al 11l 1 I I 1 11'0 4 Il I r\`\\\h' S } }H.i 17aAD GRAPHIC SCALE SAVE NA ?O>lE$P \ / - \\ 1 J II I II T l ,tom �' t.9i'..,ri.-A. .11rff lllt I ij�l~,� 5�111j11 fIIIIN.I(112�1V� D 0 tD 2 20 40 6D \ r I REt/i814NS \ •! I r � I T I � � +q• I Ii I I I! II Illlllll( III111+ I \ I I I 170.30\ P.T./3 l I I I I I I I l I I17/ h t IIIIIIIVI I I IIII I ! f a 1ELT) +A 1 IIIItII1111111I111r 1fI)Il}IIINnIIIIIII 1t..e�rW R \ / +! 111 Illllllll r \ I I+I r II 170.40 /' ! llfllll}Illlrl!!+!r I +1NI IIlrl lillllllllll I r+/II11I71111'Il)II�111I111 r,l!!!!lllrflf I Y r 1 . / r 1 �1/111�/�'r/ii/1ir,`!1� ''+1)+14rh71r+rriitrrrlrr +flf+rlplr!)rillllrrl)+fI+If11 DRAWN IN l0 1 0/07 r ! IIII%!/l��i:'i�/ir111L�511111f�f1rf111r1111f)rlrllfrlf/rr K /DATE: . 101 4 15 III HUNTLEY SAL : I_ZW /•� 5 } \\r SILT FENCE Aw HUNTLEY ASSOCIATES, P.C. DRAWING N /� 1 l \♦ ICI hj'/ ,: i '., 1 !l 1' r'7"1/ SURVEYORS RNMEERS S%NDSCAP&ARCHjTZ B 0 T DIV111'666666a...ILT/67. / "'; '':% ,•,/�4j f . DAQ*'� / `1/166.00 SILT FENCE a STAKED MDUSPRIAL DRIE BAST V W ! /1 11 Yr , STRAW BALES NORTH7tiMPKIN,MAS5ACm(.ISES78OID60 CBBLESTONF ISLAND !1 C f#N(:IV PARK TOMN OF AGAWAM MAINTAIN EXIVMO O75C 756 NGb m l J 10E MAXIMUM DMT EL£.Taft-17J.05 LEGEND � aCATCH BASF DRAW MANHOLE 1.10 � t m SEWER MANHOLE m L{TELEPHONE MANHGLE j HYDRANT d NC t WATER GATE - OG ♦ GAS GATE .s•••'� SQ On UP URL1Tr POLE is 7RAFW SIGNAL 2 w 0 HANOMMELECMI7 HA/VLM ME 9 FIH o IfAIVDHfXE(DPM7 cur cur MWE �� 3 � MWrGRWc MEr1 sov "♦ BOLLARD i• .:.sgm LP o L04GAS PALEaw METIFw IJNMONL#Aww POINT ZyOR I�'►}`'" O IRON PIN Komo f • IRON PMI r0 BE SET I TREE WTH TRVNK DIAMETER BTf BVTtAmms r 5 ♦~ 3 cow CONCAET£ 3 MAN GRANITE � �• PROPOSED JAR HANDICAP RAMP .S Z� t , ISUWGS(TYP) X-NNLK CROSSWALK R-r720o RIM ELEVAMON I-Iftoo DIVERT ELEVAMW 174Oo SPOT ELEVA PON TC TRAFT•7C LYJLVTROL 6 Jr RCAL ESTATE LLC RC REINFORCED CONCRETE , •••'• -1'"-7- .,s 600K f3967 PAGE T79 - .•' VC WTA*7ED CLAY PLAN BOOK L PACE 48 PVC PO4 YM n CK DRADE C' D DRAW LINE 71 3 SEWER LINE w W A PER LINE l�US. R�F�nr�rvC� 6 GAS LIVE E EU-07WC LANE CaMST-AGAMGM DETE7APMENT COMPANY LIMITED PARTAIERSNM T TELEPHONE LAVE LOAM AND SEED .f.. BOOK 9167 PAGE 209 -QHw- oVERFIEAD MM:E ALL DISTURBED AREAS 2 ON Ts- OVERHEAD TRAFFIC SIGNAL \ �. BPLAN BOOK 3 PAGE 378 O K]ID PAGE ti8 L UNKNOMN UTRJTY DESTWATIOV \ ALSO SEE PLAN BOOK 622 PAGE 69 Ld Lu J% 5 0 i Z Lu i TOTAL AREA- 701390$O. FT t (K = 3 * 1.516 ACRES& Q L) \ . ■■ ALL DISTURBLOAM AND ED=6 N Q t \ VICIaR•L SF68LEY,AT. 1 j Z BOOK 15460 PAGE 479 \ PLAN BOOK 62 PACE 89 \ mq� 2 3 ' O PLANT LIST �3 A KEY OTY. COMMON NAME BOTANICAL NAME SIZE > Q \ < RED YAPIE ACER RUBRVM R-/ $'TO 3�CAL (} 2 15 DENSE SPREADING YEW POO AU-MUS 1B'-24'SPD- i L� 3 55 AZALEA RHODODENDRON 1B'-24"$PD. Z 4 2 EASTERN REDBUID LERCIS CANADENSIS 15'-30'ME10HT IP NOT fGAiO \ ` • 5 24 AMORPHA CANESCENS LEAOPLANT AM011PHA 6-201%5-15•S°D. I604 MAGNEDC \ N/r f(JNA:J!llNf r ` •• A'EAPWG M PAMW&T IJINAf;1 8m PAP Gl \ ` * I:.I�4:• 6 3 RUBY SLIPPERS 19 CQRNUS MOUSA MOREAN3 20-30'%EW PD. 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POLYPROPYLENE •� (5R1OO CIR W • '°^ }b "T°•0.aR.O FILTER FABRIC APPROVED EGUAL GT10N SECT,DtI .°^ GRANULAR DACKFILL A 12'SUBBASE CCEMENT URB CONCRETE BACKFILL r iiF:::riS:ii::: p COMPACTED SUBGRAOE BACKFILL B TA1M VAN PRECAST CEMENT CONCRETE CURB N.rs. HANDICAP STALLS NOTES 4"CONC, 3.000 PSI(INTERIOR), TEMPQRARY SILTATION BARRIER 1.ALL DIMENSIONS TO CENTER OF IVPAVEMENT SiPoPING 6X6XYII.4XW,.4 7sgE 4,0000,CLASS D(RIGHT OF WAY) PRInR TQ INSTALLATION OF BALED STRAW FABRIC- 1 LAYER SL'ORE CONCRETE AS II- 2. ALL STRIPING SHALL BE 4'SOLID YIHITE PAVEMENT MARKING DIRECTED IN FIELD N.T.S. PAINT UNLESS OTHERWISE NOTED., PMIN 3.CONTRACTOR TO ENSURE HANDICAP ACCESSIBLE PARKING SPACE SMALL NAVE A SLOPE OF 2%OR LESS IN ALL DIRECTION& •°SILT FENCE HAYBALE p° •,% 6'LOAM R SEED HANDICAP PARKING STALL °.•°.o•N.T.S. B'GRAVEL BASE Flow STAKEHOT MIX ASPHALT 6-LOAM&SEED(TYP.) COMPACTED SUB-GRADE WOOD POST CURB TYPE 2 ° SEE PAVEMENT DETAIL CONCRETE WALK SECTION TOP VIEW 6 ,1 N.T•S. 1V000 POST 8 O.C. STAKES PERBALE JOINT SEALER CONFORMING TO ASTM D 15"OR FED.SPED.55-S-14D1 12•COMPACTED GRAVEL 1/Y HAYBALES BUTT TOGETHER ~ SILT FENCE :. ' --Jim 1/6'R .. • + • :`.. :`. FLOW HOT MIX ASPHALT CURB =YPE 2 _ N.T.S. •7 • +7 '+7 • °• H• + ° LsJ L.� Lil PR07ECTED AREA 6' °' PREMOULDING EXPANSION NG 6'x6' TRENCH VA TOPSOIL jow EWAIi MOM .JOINT TO A 51 ORJOINT FILLER �01T52 �` 0 . BACKFILL IN PLACE 6• SEE PAVEMENT DETAIL EXPANSION SION JOINTS PLACED 03W MAIL OR AS DIRECTED ¢ V MP RASILTATIONBARRIER MIN •' AND AT EACH CHANGE IN THICKNESS AT DRIVES J 5ALEO SAW FOR EROSION_-CONTROL °: ' CONCRETE WALK JOINT DETAILS w N.7.5. O t•• t.. N.T.S. ` O 0 01•°.o•oA 7U O R:0 Q GRAVEL SUBBASE •'C• °i ��° R• o:o GRANRE CU 'II CEMENT CONCRETE 1.12 1-72 d TYPE CEMENT CONC. WALKWAY MAX- AT MAX. c COMPACTED SUBGRADE •IV 1 " ��ANI CI�fRB SAVE NA e•Tw. 8� B `ooe9P N.T.S. 4�j 1 - f - @,-IV .i N\-EWE OF PAVEIABPT REVISIONS �� -1/2-HOT MIX ASPHALT MODIFIED L.1.^,• HAY BALES HELD IN TOP COURSE'GLASS 1 PLACE V6TH 2'.2•xV-0' 1 1/2'HOT MIX ASPHALT CEMENT CONIC. ADA LQHAIRM p STANCES-2 PER BALE BINDER COURSE.GLASS 1 N.r.S. .o•o o!!! DITCH e��•e �:p o.°e°'?�a AWN SECTION 8-8 ' ° DATE: e/+0/07 BALED HAY FOR EROSION W"BASE COURSE MATERIAL. `� HUNTLEY L • N.T.S CONTRQL IN DRAINAGE DITCHES SUPPLEMENT MIGRAVEL BORROW N.T.S. AS REO'D MHD M1.03.1 OR M1.11.0 HUNTLEY ASSOCIATES, P.C. DRAWING N ; C— PARKING LOT PAVEMENT a IRS F GU4M= L"'' " TS 502 N.T.S. 30 INDVSTRIAL DRIVE LAW i4 /� NORTHAMMN,MASSAcHILISE S WON t PLUMB x ROTATE PIPE RESTRAINT SCHEDULE FOR HYDRANT AS REQUIRED VARIES GROUND BURIED PRESSURE PIPESW PIPE BEND FINISHED PUMPER CONNECTION A AS SPECIFIED GRADE TRAFFIC RANGE SHALL FACE THE ROADWAY LENGTH OF RESTRAINT i(EODO(FEE7) ON RE Al TRENCH RE KIPS I CONCRETE COLLAR COMPACTED BACKFILL EDGE PC P4LIIPLNG Curt z PIPE 22; 33v 4'f % B7vi 78� THEE 45' MME < ~ AS RECOMMENDED BY WALL W E MANUFACTURER �_ o wm Cu1MMlC PIPE BEND 8" 3 6 11 18 23 29 37 2.0 5A (ADDREWIRED)EXTENSIONS FINISHED GRADE n B" 4 6 16 22 31 41 50 3 9.0 1 ;1 BEARING SURFACE ._. 10" 5 11 18 26 38 49 61 4.0 14.0 i36 1 - ADJUSTABLE VALVE BOX y'��` w-�4" 6"MIN. 12' 6 13 22 33 45 59 73 6.0 20.0 14" 7 14 25 37 52 66 84 8.0 28.0 ALL JOINTS 0.1. ANCHORING 16" 6 16 28 42 59 77 95 11.0 36.0 KEEP DRAIN SHALL BE = HYDRANT TEE(MJ.MJ - !' BACKING 18" 8 16 31 47 56 B6 107 14.0 46.0 HOLE CLEAR RESTRAINED x RESTRAINED BRANCH) �kST UNDISTURBED 20' 9 20 35 53 73 95 119 17.0 57.0 • CONCRETE BACKING AGAINST I FOR YV.F10 MATERIAL 3EAlTBTc EE 7 24' 11 23 40 61 65 111 138 24.0 81.0 HYDRANT ELLS g AGANST 12" in CONCRETE BACKING A SURFACE AREA)IYP. SECTION ,A,,, A 29 50 75 105 136 170 37.0 127.0 SUITABLE 1INd57U INST BEARING }p' 13 MAIIMAL OR COMPACTED AGAINST SUITABLE SURFACE VC UNDISTURBED MATERIAL PLAN VIEW 36' 15 34 59 BB 123 160 199 54.0 183.0 FILL(MIN.MOTH 2'-e') r io :�` OR COMPACTED FILL 42' 17 39 67 101 141 184 223 73.0 250.0 6"D.I. 43- 19 43 75 113 T57 206 255 96.0 326.0 m TEE (D THIS TABLE 6"• PRESSURE+1 WATER HAMMES BASED ON AR FOR OTHER TEST PRESSURES.T PRESSURE OF 180 PSI ALL (OPERATING VALUES TO BE INCREASED OR DECREASED PROPORTIONALLY SOLID CONCRETE BLOCK 6"GATE VALVE NOTE: ('d IN EACH DIRECTION FROM POINT OF DEFLECTION EXCEPT FOR TEE SEE OETA&) USE CONTINUOUS PIPE SECTION AT WHICH ONLY THE BRANCH 01 THE DIRECTION OF THE TEE STEM { BETWEEN CATE VALVE AND HYDRANT PROVIDE 10 Cu.FT. OF 1/2"-1" IF LENGTH IS LESS THAN 15 FEET. IF TIE RODS ARE USED,USE 4 RODS MINIMUM AND ADD BAR CRUSHED STONES 6'ASCREBOVE ALL JOINTS TO ILIA AS CORROSION ALLOWANCE, NED GRAVEL TO AT LEAST AI ABOVE BE RESTRAINED . GRAIN HOLE FA QF RfARING FACE Of' TYPICAL HYDRANT & VAL)a DETAIL V CONCRETE fX1M[' m THRUST HInrK9_IM S_,LL� CR AGAINST UNDISTURBED N.T.S. MATERIAL(SEE CHART SOIL BEARING PLAN VIEW FOR MIN.BEARING SURFACE AREA)TYP. PIPE SIZE 1.000 LBS./ 2.0DO LB S./ 4,000 UM/ FINISHED (INCHES) SQ. FT. S0. fT, 30. FT, GRADEHORIZONTAL THRUST DEAD END. FEE OR HYDRANT N.T.S. 4 OR LESS 6 3 2 5 11 6 3 WATER MAIN 8 20 10 5 12 34 17 9 CORP. STOP 5"MIN. 16 60 3D A 1/4 BEND - 90' 4 8 4 2 2'-0' 8" VALVE BOX COVER 6 16 5 4 i FOR ACCESS TO CLEANOUT 6 28 14 7 I CURB BOX 3 TO BE CENTERED IN 12 56 26 14 T2' SERVICE LINE o ADJUSTABLE CONCRETE ANCHOR 16 100 50 25 TYPE "K"COPPER TUBING { SERVICE BOX PAD AND FLU WITH - .4 FINISH SURFACE 1/B BEND - 45' (n (n FINISH GRADE 4 4 2 1 J Elm 6 9 4 2 LLI L � 6 14 7 4 W I CURB STOP 12 32 16 8 F, � 16 60 30 15 Z 6"THREADED PRESSURIZED SIDE ESE 1/16 BEND - 22 1/2' OR LESS ZO POLYETHYLENE CLEANOUT, � Q 4 2 1 1 6 4 2 1 U 2' BRASS 4 2 CORPORATION STOP CONNECT TO EXISTING g 0 12 15 & 4 --I SERVICE. SUPPLY a 16 3D 15 8 Q WATER MAIN FrMNOS AS REQUIRED f" CCMInMI 6" 45'PVC ELBOW LI.1 (n +iasl6LYil NOTES THRUST BLOCKS \ Z . O 1. FIGURES BASED ON 300 PSI OPERATING PLUS SURGE PRESSURE (h Q TYPICAL WATER SERVICE CONNECTION 6' x 6'HOPE WYE 2, CONCRETE SHALL MDT BE DUMPED OVER THE FITTING. THE BLOCK U Q N.T.S. MUST BE FORMED. z 3. REFAINING RODS OR RESTRAINED JOINT PIPE AS APPROVED BY THE ENGINEER MAY BE USED IN PLACE OF THRUST BLOCKS. a S SLOPE-7/4/F'f 6"HOPE 6"HOPE g 6" MIN. 4. PLACE 15 LB. ROOF FELT BETWEEN PIPE AND CONCRETE. FINI NOTE PROVIDE PROPER PVC AND HOPE CONNECTION 6 5. CONCRETE SWILL NOT COVER PIPE JOINTS. -0B69P CONCRETE COLLAR 1N CLEANOUT FOR DRAINAGE LEADERS ° ALL 1CR�E'TEgTHRUSST BI" o=KS OR SUITYDRANTS AND ABLE RESTUN SMALLENDS DDEVICES BE E°'"IT" REVISIONS NON-PAVED AREAS ONLY X.T.S. 7. BEARING AREA IS AREA OF CONCRETE IN CONTACT WITH WALL OF TRENCH H x L ADJUSTABLE VALVE BOX 8. HEIGHT(H)AND LENGTH (� AS REOURTEO TD OBTAIN AREA IN TABLE. GATE VALVE L TO BE APPROXIMATELY 2 TIMES HEIGHT (MJ.MJ) B. ESTIMATED SOIL BEARING LOAD IS 2000 L115. S NOTE D W WATER MAIN I.ALL VALVE BOXES LOCATED IN NON PAVED AREAS SHALL BE HINTLEY ENCASED IN MIN. 6' THICK CONC. MOF DATE: 8/10/07 5'ALL AROUND. ALE: CO NC.BLOCK 2.SET VALVE BOX FLUSH IN PAVED N.T.S.SC AREAS 41 TYPICAL OURIED VALVE HUNTLEY ASSOCIATES, P.C. DRAWING NO:C_ 5 0 3 SURVEYORS ENOINEERB LANDSCAPE ARCHrMCrS 30INDUSTRIAL DRIVE EAST NOR7HAHMN,111ASS1CHLtM I'8 01060 _ CONCRETE COLLAR (SET AT FINISHED GRADE) LIMIT OF EXCAVATION LID(AS REQUIRED) A-A n SOLD WALL HOPE CLLAHOUT ¢n g (6-INCH DIAMETER) 12'0 HOPE PIPE 12"0 HDPE PIPE TO'4 I1DPE PIPE v I r-► FROM SM090D FROM CB/2(STC 4501)6 - - TO EX. DMH €LATERAL C—C --168100 —166.00 —186.00 L� 165.00 —165.00 195.17 s s�I 7i i S --163.50 6—16150 —163.30 ' SECTION A—A (IN) (IN) (OUT) C_EANOUT SECTION A—A SECTION S-8 SECTION C—C z5' Cuss I OR II MATERIAL � PER AST!02321.LATEST EDITION, UNDISTURBED COMPACTED IN MAK.6'LOOSE LIFTS EARTHTO 95X OF MAIL DRY DENSITY o b i5 3/4-TO I-1/2- d 3 GRAVEL fTYP.) I IPE SEE PAVEMENT DETAIL 0 A 30'ADS N-12 P PERFORATED ut :?�`,:i1.$i4�:sJ 2"�.6" 6.�\,`7'•a»7 Iry 1 e•��?." WLACKFIELD CLEANOUT(TYP.) .a�%5• -h am pi 4.':m.1�.4'�•tr=Y`,S� NATIVE PEAR GENERAL 9'MIN llzx Xx lcxNOTE/19 30. 'I.D. GEOIEXTLF FILTER FABRIC M1IRAFI 140M OR APPROVED EWAL 12'MIN 30'I.D. ADS N-12 PIPE 07 PERFORATED B-B 3/4- TO 1-1/2'GRAVEL A ';+--� TYP TYP 30'9o•BEND 30 DOUBLE CROSS—SECTION VIEW COMPONENT SYSTEM 1 i7.5's TYPICAL CLEANOUT N.T.s. PLAN VIEW SPREAD NOTE - 1. ALL RETENTION AND DTTTENTION gram SRAu BE DTSTALLRD IN ACCORDANCE WITH AST'M D2921, 'STANDARD PRACTICE FOR UNDERGROUND INSTAUTATION OF THE monA4TIC H PLANT 50 THAT TOP OF ROOT PIPE FOR SE7RPE AND OTBER GE►YTTT FI4R APPLTCATum, LATEST EDR[ON. In BALL IS EVEN WITH THE (/9 FINISHED GRADE 2. SYS=TO OTHM MUMIUN OF 276 LINEAR FEET OF 00'DL1. F'ERIOSATSD PJPE. 4'SCN 40 STL PIPE FILL J PAINT ALL CUTS OVER I'DIA. CONTRACTOR TO VERIFY SYSTRM LAYOUT PRIDE To CONSiRUC1TON. W/CONC.# FOUND TOP .J Q 3. „>•BII[EEpTlF6®.bWAS "W TO PHEFENT N3=47MN OF NATIVE MW AFTO BACAfl1 W pp STRAND TWISTED 12 DuAGE �• 1i.5L 1pRE ENCASED IN 1 DIA. 4, FOR NONE OETARAD WMRMATRIN, SEE ADS TECHDHCIL NOTE 2.120. "STORM WATER RU8KR HOSE OETENT=/RETEIITTDN 8Y8TEN DEWON'.OR CONTACT ADS REPRESMAT1VE. o z 2HIP 2�XKy� F DRIVEN(SMIN.T6-)FIRMLY INTO SUBGRADE PRIOR KRAFT PAPER TREE WRAP SUBSURFACE STORM WATER INFILTRA-nON SYSTEMS TD BACKFILLING 0 FROM TOP OF ROOT BALL N.T.S. I Q Lr STAKE ABOVE FIRST BRANCHES TO FIRST BRANCHES Q OR AS NECESSARY FOR FIRM ~ SUPPORT MULCH, 4'MNV. LLJ N FORM SAUCER M1TH - '} ♦ T; Z y6'��HIIGH CONTINUOUS RIM - •l.. . W%FFI�TwN'nN MIX _ '.` < V s :. REMOVE AIR POCKETS - 1 r y« V Q 24'DIA ON,2500 PSI CONCRETE NOTE: UOOMPACTEL 5U6CRAOE _-�' ,. STAKING AS REQUIRED 2 X BALL DIA YON, � y;-. •.., r G PREVIOUSLY EXCAVATED MATERIAL k. TREE PLANTING - VERIICAL STAKES yAV N.T.S. NM PRIME MID PMW BOUARD W/KEM KROMBK UNIVUS& PRIMER AND(2)COATS OF 1NDUSIFML D14YEL WM REVISIONS HANDICAPPED Or PERFORATED STORM DRAMA HOPE PIPE YELLO'M-8Y SHERM4AI WILLIAMS OR EQUAL PARKING GRAVEL A R �• ~ • �Tu110�RM VEN11LES MRAM 14M OR APPROVED EQUAL Q 'L Y gg �� . mTER FABRIC 1_YPI OLLARD DETAIL 7 pRM DER 3 MAY E:R'S REMOVED AT N.T.S. HICHACONTNUWS •• 4'MULCH OW EXPENSE �Ji}AJ PLAN PLAN TIU.R HC j- +O DRAWN!N2Fl M da Atn To RM 3ws RUk - fP bSON UE 0 THAT B 86 YL SIX ' E PERFORATED PIPE ,�yVS ffiNTLEY DATE.SCAL �0" COMPACTED SUgGRADE �0,� UNDISTURBED DR I APP I N GROUNDWATER DRAIN NO: - S IRUB P�ANTkNG N.T.S. N.T.S HUMIZY ASSOCIATES, P,C. DRAWING N.T.S. SURVEYORS ENGUOSM L NDSC APE ARCtRr6CTS C- 5 0 4 MANHOLE FRAME AND STANDARD MANHOLE • COVER AS SPECIFIED MORTAR BED(TYP) 9` ream a Kra rratoo 54KAME h COMERFINSHm GRADE RICKS MAY BE USED FORzRADE ADJUSTMENTS. C01BItBRICK FUR �• a•XIWW erafernn m AME TO BE SET IN ANDS2CRAOE 'Y r Wa w ULL BED OF MORTARCRIIOETO GRADETMEN fi1Ef FNISED DMDE B Im NOR 11SEC110N OR BARREL A• 5 Tom• gY OLSECTIONIW7HPRECAST !2`MANHOLETOP SLAB ECTIO' STEPS INSTALLEDg"SECTION NTO WALL72'Ynt - ,� � •r���r MULTIPLES OFIBon a'I3-Ei�Ici+Is +IE+cl+r aF RISER CDR owLrlAS 48' GASKET AS SPECIFIEDr FROM NSA VARYRU183ER12ED BITUMEN SEALANTC01iCRET� ENtrASE ME NT d X 1 MIN.0.12 SO. IN.STEEL PLATE WIIa Qsw PER VERTICAL FOOT,PLACED N11'm I: M OLE P,,, E ELF ELEVATION SAME AS wa rAa 5" MIN. ACCORDING TO AASHO SI E _ OWNOF HIGEST PIPE wrxloc ��In1r DESIGNATION.MISS T TEE R aArauWEf FOE 24"T DROP PIPE CONNECTION •.G 81RLET PPETNLS arpW 1-3/BAR AROUND OPENINGS OUTSIDE OF PIPE ILA, PIPE {PIPE IB'DIAMETER AND t'10 6' B" Q q' +2'CLEARANCE OVER. !'OVER e" `�• % OKRAP E _ BRICK CHIPS k MORTAR OR PROVIDE'V`OPENINGS CEMENT CONCRETE CLASS'A', NOTE Ix IF HAND MIXED SEE STANDARAR 1.THE USE OF ROME CONECRONS IS IECONLIEIDED PIPE OPENINGS TO BE SPEdRCATI0T15. AT THE INLET NOD MOW WOE APPLICABLE tY WNIMl1LI � PRECAST IN RISER SECTBN 2,THE OOItR BNOUD BE pw PH AND THE OILP09110NE0 Oral WE OURET !iGRA ED KOR-N-SEAL BOOT 8'LAYER COMPACTED INVERTED AROH WITH MEOW PIPE 1 THE S MIi PMR Ufs.�iaDDR NDe,/5167 �4 IFF aNEOP aPE IMCK 6' SFCTTONS 1a-R 3/4"CRUSHED STONE BRICKS LAID ON EDGE IBTss74a,fs7S311a,ISBNIBI, PIPE CONNECTION DETAILS EARTH` nIREn P Nr66EL sTc 900 M NOTES PRECAST CONCRETE 9TdiYCEVTOR -REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO A.S.T.M. STORMCEPTOR C478 ITTH BUTYL RUBBER GASKET JOINTS CONFORMING TO A.S.T.M. C443 H.1:S. -DESIGN PRECAST SECTIONS NTH FRAME AND SHELF ELEVATION CATCH BASIN FRAME COVER FOR ASSHTO H2O LOADING SAE ASSCRO<rIM AND GRATE -CONCRETE SHALL E 5.000 PSI PIPE CEMENT MORTAR L WALL OF MANHOLE BRICK AS REQUIRED on"smill':4i ..ROPE 1'/F'f. Ff"#61117E TOP O'GRADE SLOPE 1 - - BTILMASIIC COAT 1VTTIi IIIaL1f OR FOR REPAIR: SECOND COAT IN FIELD , lE 12'TO 24'TAPERED B 24"*1" AFTER COMPLETION. R• g F� F q� SECTION. CONC. BLOCK B' MINIMUM FOR REPLACEMENT- PRECAST CONC. UNITS PIPE TO BE SET IN FULL BED OF MORTAR OR PPE KT+P1 8"ABMWU •;{�`� '�-.• 1'TO 4' PRECAST RUEIBERIZED NEOPRENE SEAL OPTION. "IDLE' 4'0 PVC PPE Y ES wwmf IT, .i CONCRETE RISER BRIIMEN OUTLET NA �/4'CAP BR1Gc FAME SECTION SEALANT PIPE INSERTC0AIf71ElE 1A1E0 UN1FL WeI PK Ln 9HAPN wLETtr , LINDISTUROW EABTM SECTION A-A W� 48'f'Dgl IRON CATCH BASIN TRAP a� SEE NOTE 2 TpP[/KhT PIPE NEENAH R-3701 OR APPROVED A 4'-0`SUMP 8'MIN. PRTUB T EOUAL T „ RISOI PPE lJ S'MIN. 1. • L� C Z SANITARY MANHOLE PRE-CAST TINLLT "• 60••\pmin. -011,m 0-1 O N.T.S. e'LAYER COMPACTED (pppYIRA A (�/) 3/4'CRUSHED STONE Q V PRECAST CATCH_ 562N B" a TRENCH WIDTH N.T.S. DOLE AM TEE HERE (/] PIPE DLA. + 2.0' UTIl1TY WARNNG TAPE MARFED"DRAIN" •- - LLl OR'SEVER"AS APPROPRIATE (TEE 9PBAN45 70 iAOi SIDE 1MU5) `< 0 EXISTING M.H, EXISTING M.H. SECTION THRU CHAMBER U TRENCH TOR.SHEETING J2-O' REMOVE REDUIRED BRICK 2'-e MAX. SECTION THRU PLAN YTEW In Q CONTRACTOR OR TO PROVIDE PREVIOUSLY EXCAVATED MATERIALOR BLOC.SSAWCUT OR IN MANHOLE DETERMINED �� C..' Q W Op DER MEANS ACCORDING ?rw. 1.THE USE OF FLEJ(IBLE O:INNECDOWS 5 RECOMMENDED TO OSHA STANDARDS.CONTRACTOR- 8'MAXIMUM STONE DIAMETER CORE EXL4fNIG'MANHOLE BY FLEXIBLE CON ECM AT THE OURET WHETS APPLICABLE, IS RESPONSIBLE FOR ALL SAFETY NON-SHRINK GROAT SPECIFICATION 2.THE COVER SHOULD E POSMDIE0 OVER THE 4"/ REQUIREMENTS ACCORDING TO OSHA TOP OF BRICK MASONRY TOP OF BRICK MASONRY CLEAl10UT/VONT PIPE AND THE 4"4 INLET DOWN PIPE NNYERT �T i THE STORYCEPIOR SYSTEM IS PROTCTED BY ONE OR MOREM��P.V. REWORIi INVERT AS RtWD OFF TE FOLUMING U.S.PATOIS: 14985118,f544B3N. SANITARY SEVER PIPE GASKET {1S7'25780,PSM115,15849181. DR STORM ORAlN PIPE REWORK 11FVERf AS REO'O4.CDIDRACTOR TO pwme LRAIB TD SET UNLT(HEvAm SECTION WEIGHS SOLID LB) S VF_ N(450 US GALLON CAPACITY) �3/4-INCH DIA.CRUSHED STONE INSIDE EKPANDO SEALREVISIONS BB PIPE CLAMPSIC 450i STORMCEPTOR 4' SAND(MN) LOCO TYPE a)OR FLEXIBLE OONNECTOR N.T.S. .' T GRAVEL BORROW(MHD M1.D3.0 TYPE C) r CONCRETE ENCASEMENT POURED NOTES: ( ) ON UNDISTURBED MATERIAL • 1.) MACHINE CORE DRILLING OF HOLE ONLY, 1 COMPACT ALL DENSITY OF 05 PERCFlENT OUL FIAL WITH V8111ATORY PLATE EOUIPMEKT E STANDARD PROCTOR DENSITY AS DETEINMNW BY ASTM 008, A MINIMUM 3 4 SCREENED GRAVEL BEDDING sAw C4ACKK M LNG, LEODENOT BE HAM RIN ALLOWED 2 PLACE BICKFlLL MATERIALS IN MAXIMUu ONE FOOT LIFTS. ( PIPE LINE DETAILS) 2.) FOR BEDDING AND lACKFIWNG, SEE -, MANHOLE AND PIPELINE DETAILS DRAWN BRICK OR BLOCK PRECAST 14 DATE : I!/Io/07 TYPICALDRAIN LIN�AN W R MAI+ {OLE CONNECl10N MANHOLE CONNECTIONHUN TLEY L LINE TRENCH SECTION N.T.S, N.T.S. EXISTING" MANHOLE P1PE,,,f�ONNECTi0N HUNTIEY ASSOCIATES,P.C. DRAWING NO: N.T.S. SURVEYORS ENGIMEERB LANDSCAPE ARCFurECM C— 5 0 5 YrI L,�ey S0 INDUSTRIAL DRIVE EAST P NORPHAMFI'ON,MASSACHUSE M 01060 c rya 3LY13IIImImia n sun"am oll JNI 33NION39 vw UIVAt 98 33-UF :MV �91P 6 Ir mS11 d SAD —1-1VM 9N IN I V-GN z g61 ■ m � t ° a ti .u, o _ svvu —'F19or ae ao tt s f �-= �_'• it i - -_ __—_- —__— _LE Y6[ )n A�.Lr—Llo s - O n ' i � — ^■ru5 rul 031Yd 'say bB eti cat J. o-araAll i a3gi� y °err .ririX r" off# 9+■ ■ Z 'Z 3 z C3 III L 4 rr tic!Ynr--� W [Y r Lai W 2 � h~ ■ � '9+. �� 2� c��a ..phi — c _ f 1.4 N 4 IO ' �a -jug* I U' S/ 1 I ! I It 3s t 04m EL it l I A Y � � ry — z os Ld 5 5 cu x t 1 • • • • • • • __�- • • A I— j t I 1 I 1 1 Q F { 1 1 1 I 1 1 1 1 7 1 I I t I J,IiRIaIFAIi . ARYVAYrAfM'V HWN[A$Y'N78�iN1/ RAIVL1WItalK'rA1Ki.'1�°iiFi I C. E 4 - Wy .-. „ - �_ - F'.t -'�r- "Y,-.• -ram ,--C�_ '�'" „i .z'��'���'�`�� �'w.-_ _YT-'.�aT� �"-'-=z- Y_ \ v:e' �� z a � •..__ _•„ �i��="�4-ter .— -,.T� -� r -.-,. .� ��.,�r--•-• ,-•- ____ ...r._._ �. -_—�..�r`'_= .""�'---i: �. ..��::::i:_x_ W--.:�'z- _..�r�---"---'-'�..�_� - .-��-.fir: =`�-r.T�r-���-�,--:�=��=:_�- - '�--ram-� r _�� =;i=':�� -;r-�.�- �'. -_ �„�-. T".`.r_'�.'�` _z•� .-'-�,��, Yam'^' oarm' Lj 1000 Commerce Park Drive m. Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 1 LEFT SIDE ELEVATION Fax: 570.323.9902 A4 SCALE: 1/8"=V-0" www.larsondesigngroup.com ARCHITECTS ENGINEERS SURVEYORS CONSULTANT: 'arm - . .. _ SEAL. �iMM' Wow � - 2 FRONT ELEVATION � A�4SCALE: 1/8"-1'-0" �. phcal� 1111 1 C� PROJECT TYPE: 13013 -- . . . • . . _ - ER 0000 — STORE UMB T -- - - --- - --- - -- STREET ADDRESS _ E Tr-�- AGAWAM MA �w I. - DEVELOPER. — - - - - - -- -- -- - - -- - - - ------ -- ---- ------ - - - - -- ---- - - -- -- COLVEST GROUP 360 BLOOMFIELD AVE. WINDSOR, CT 06095 K'3 RIGHT SIDE ELEVATION TEL (860) 688-3667 A4 SCALE: 1/8"=V-0" FAX (860) 688--2343 REVISIONS: LAYOUT COORDINATOR: —��- __ -- CONSTRUCTION MGR.: XXXXX - :�_�-� ',; !• DRAWING BY: B JR DATE- 1 AUG. 2007 •`Fig r,,.,^ .>,`, z• �� � "�` �'�' °�h Y t -_ ' �.- �-.----,--�---�----•�-r_ �`-� r"-�- ���YY-..._ A`-�-"- _-- _ - - ice_ T - � �z _ = I - JOB NUMBER: XXXX—XXX - .- �.�' �: -rt= -` �•_ � - - =��__` -�c-'�-`~ - - - _ ---�-_--'- I _ �� �T _ Y- _ -_— LLz_ __ - - �` - - _ _ -,-.. �_ , TITLE ^r Wig_ - � ������� � �r •��,' - -'�- � = G.=_-.-�'-; - - �_ Yam:. .+. ^i_ I �_`x-r .•. i`v'n„ � sFr< }>.r.�- t��}� S 6•��. "lf S�'is'S"�5,-h'y�. !. r..-.-- - - r-__ - -c_-___ - - - - -_�=_"'- - - - - __ - - - - ro _ EXTERIOR ELEVATIONS SHEET NUMBER: 4 REAR ELEVATION A4 SCALE: 1/8"=V-0" 1 re A�4m COMMENTS: NOT RELEASED FOR CONSTRUCTION STORE AREA CALCULATIONS TOTAL STORE AREA: RETAIL AREA: RECEIVING AREA: 13,225 S.F. 10,451 S.F. 1,753 S.F. MEZZANINE AREA: SERVICE AREA: N/A 576 S.F. THIS SQUARE FOOTAGE IS FOR CVS MERCHANDISE PURPOSES ONLY, AND IS NOT TO BE USED TO CALCULATE REQUIRED EGRESS OR CODE REQUIREMENTS. Larson Design Group 1000 Commerce Park Drive Suite 201 Williamsport, PA 17701 Phone: 570.323.6603 Fax: 570.323.9902 www.larsondesigngroup.com A g 142'-4" D ARCHITECTS ENGINEERS SURVEYORS 4T-4" 47'—B" 47'-4" CONSULTANT: 105'-7r RETAIL AREA (HOLD) 1 1 a O O O CRE EIVING VESTIBULE SEAL: X A X A 40, Co 00 Ln c a W 1 dr' v o QN � U LU Y WOMEN CPO MEN HALL 10 rn 2.0 .2A • .2.0 .2.0 PROJECT TYPE 's: o5 HOTOLAB RR) a 2 M (YYY r�1I RETAIL AREA 0 2.o z. YAMo 4ro." " f� I STREET ADDRESS '�z �o�rl- a ''- .2.0 .2.0 =� >_� _�. 4 Ld AGAWAMMA DEVELOPER 130 .2.0 .2.o 4'-9" COMPANY NAME ADDRESS LINE 1 ADDRESS LINE 2 2.0 PHARMACY own ® CITY / STATE / ZIP �'- TEL: (XXX) XXX-XXXX ww FAX: (XXX) XXX---XXXX �—� MANAGER REVISIONS: 0 LOW 09 PARI'N A � $ suLLe _ BOAR LOCK S .�, OATRhCK LAYOUT COORDINATOR: �'a Igo PLQYEE CONSTRUCTION MGR. X. XXXX 2.9 ati ® R DRAWING BY: XXX 3 3 DATE: PLANS COMPL DATE CIO JOB NUMBER: XXXX—XXX 31 TITLE: OUTLINE PLAN SHEET NUMBER: A A.1 A.4 Q C omi Do OUTLINE PLAN Q—� SCALE: 1/8" = V-00. ARCHITECT INFORMATION CVS STORE LAYOUT INFO. COMPANY NAME:LARSON DESIGN GROUP, INC. CONTACT NAME:XXXXXXX COMMENTS: CONTACT NAME:TIM HENRIE CONTACT PHONE:(XXX) XXX—XXXX CONTACT PHONE:(570) 323-6603 CONTACT EMAIL:xxx@cvs.com CONTACT EMAIL:th®larsondesigngroup.com LX3 N 00 a � 00 � x > Lo c0 0 NO o v 1 q 00 CIVIL ENGINEERS DEVELOPER E r) of o � t: The Q l ' - 1- r„ az . HUNTLEY ASSOCIATES, P.C. L• ti s f* g• SURVEYORS' ENGINEERS LANDSCAPE ARCHITECTS360 BLOaMFlELD.. AVE — SUITE #208 R 30 INDUSTRIAL DRIVE EAST F ' . wlNDSOR CT 06095 NORTHAMPTON, MASSACHUSETTS 01.060 ph. 860r-•-688--3667 fx. 860-688-2343 f: ! .► ! N ii • • ♦ {^'~1 rr Y\ - , v r rt Y r1i� DRAWING INDEX x ' � • l° '<:: no-1 . o t w a1 SHEET NO. TITLE LATEST ISSUE LOCHS USES MAP N.T.S. COV COVER SHEET 10/10/07 CIVIL . _ y C-102 CONSTRUCTION NOTES 8/10/07 C--103 LAYOUT AND MATERIALS 10/10/07 C-104 GRADING AND UTILITIES 10/10/07 C-105 PLANTING SCHEDULE 9/7/07 F C-106 LIGHTING PLAN 10/10/07 U)U) W C--502 CONSTRUCTION DETAILS 8/10/07 0 0 C--503 CONSTRUCTION DETAILS 8/10/07 C--504 CONSTRUCTION DETAILS 10/10/07 w C 505 CONSTRUCTION DETAILS .8/10/07 � � 0 z w a SURVEY U 0 Z Q a: CX101 EXISTING CONDITIONS 6/28/07 co co APPROVAL UNDER THE ZONING CODE U � OF THE TOWN OF AGAWAN; nw AGAWAN PLANNING BOARD a DATE < STRUCTURAL MAR o 5 2�oS AN` : . . TB DAM DMVM 10 10 07 W--2 RETAINING WALL SCALE NONE PIAWNG APYO BY 00 0 cAD oox- NQ V i �• 14PHC SCALE: OD 3 a a. os 4 PROJECT NUMBER: g en 3 3 DRAiNMIG NCR REV. COV 5' 1 72.38 I 171.65 � ' " 171.16 / t � R=171.42 x HH UP#54B/28 WG LEACHING '`-� ' p 171.12 © CURB ti�1.Ofl +=0 / �x � 17(3.53 GRAN `�� 17.23 O R=170.46 171.00 c 3 ca _ t a i HH 1=167.16 lI hh t1r) R=170.40 co ,�-I`L' -;� �i h• 1=165.65 12"VC-S-� 170.86 t ao a 171.08 o a��� R-170.54 0 r � �- p g r7o.3z '� 1=165.1.9 E fSl_AND X ry HH T I a� 30 18-RC S COBBLESTON R-=170.35 GRAN a4 u- WG R=17081I-�6�'' UP#160135125T r16� 0� D i 12 I-166.75 CURBti7o.a ' rn co W RISER & TRANSFORMER �t t 12 vcr 6h -� -3 17a14 UP#25T/27 ¢ 0 0) 170.43 b �1'la -... 1�166-p5 12 RC-• y. - Z 0 no Q \ �'� � x _ .R--169 80 D� --- W/RISER v t �'�6�- 170.58 � R-16�,80 10 .- ""` OHW " '� 00 ti- GUY �W.+ Z- �, WG �5 0 N 11167.25 of-16� r. NG OLf �- " • _ "�" ° v W GUY �, © ��1G� - F 0 / 7.10�. . -- •� R=171.82 m co V HH �r't� 1 <,1~ v �� GUY o- r---- 5. 2 . R=169.95 w BENCH MARK TC BOX O G ^j x R=170.3 n 1=167.25 TS E D�/2�� � L TOWN OF AGAWAM O R= 7 • r 1=167.29(1 RC p z DISC #9156 R=172.22 , 1 164.90/ D 1P TS E �i - 86'35'3 a NGVD 1929 1=170.02(12"PVC) aaG 1T W ,R E �.� 17 r71.7a © y ELEVA770N=173.05 �; PD $Sro$' 3 ` . ,�M pp��D .s7 LEGEND w ti �'� ,o N �o.���� _ 2 R= 1.00 g a`�` �a '�� ,�$� C �G � �'t°' - a 98•$� A 1=1 .15( "RC) ® DRAIN MANHOLE CA TCH BASIN R=172.96 16�86 Rg,P f�.`�� fir.i7� SEWER MANHOLE '�1�9 66 TS SS�B��A �45� / G�R� ° L� / PROPOSED 50' 28' CONSTRUCTION 7ELEPo ° `� / R� �' "�1''P i7a ss EXIT CONSISTING OF 6-INCH HYDRAHNTE MANHOLE 1 ��/ YO`I�� `o ��5 S,q 9 �'� �' 171.53 R=1 .17 x CRUSHED STONE TO SHED DIRT WG WATER GATE R=172.64 Ts r - � 2 4 1� UP#2 /29 (COU NO SPACES -- �---- - FROM CONSTRUCTION VEHICLE TIRE GG GAS GATE I OUT 164.86 a 10 rvC 0 EAS 1�4 " IN .) 2 5 B� P/1- MINT UP f� UTILITY POLE 1 IN- 164.98 2 �2•� 9$ / < 170.77 TS TRAFFIC SIGNAL G 1 1 6 'I t, . / s I EHH © ELECTRIC HANDHOLE BIT BEMM 1 r72-3z 1! ,� ���6 i P�� GES PLANT,R - 9 SPACES � I HH o HANDHOLE (DPW) f \ _ GUY GUY WIRE �ovc-$ �� '�� 1 GO� �9 � R=171. (� MONITORING WELL 1 �337 I W h WG �� / �1 ' 7'-�-.�67.1 12"RC) WHEEL STOP- I ' LP I LP -- -- SIGN 1 + x WG G �c� I ,�.��. �� .T �7 - ._ / I �' 1 1 171.56 # o BOLLARD =r 1 GG k' `�' 17.01; '`y6 CVS PROPOSED 50'x30' UCTION 17068 1 # 1 LP # �GHT POLE 17 63 / 4a `� 0 6 �a 6 _ �6•y'� SIGN EXIT CONSISTING OF INCH / 16x 2 1 cn f CRUSHED STONE T SHEDa DIRT 171.2.3 1 LP GM © GAS METER wio& WG ,1 16 FROM CON�MelION VEHICLE TIRE x 1 U UNMONUMENTED POINT BEPM I 1 3.40 / /l 172_ o �-J3- • \ \ t` / 1 a I� f 0 IRON PIN FOUND BIT BIT PAVEMENT I 1 • IRON PIN TO BE SET ����a l UP / �� 172.26 G I \ 1 \\ // PACES b 1 18" '� TREE WITH TRUNK DIAMETER �-1,•3 ,J�/ �g6 ` 11 1 9 S 1 11 .45 I BIT BITUMINOUS �'�% CONC CONCRETE a'� � E 173.s3 GRAN GRAN1 TE / ���'ro �0 '$� ',b 6� \ 1 1 P.T.#1 x 169.77 169.33 HR HANDICAP RAMP / � 6�. �°c a \ ® Ia x X WALK CROSSWALK R=172.61 'dB 4 �'� r y \ \ D.H # I=166.26 72.78 6 , 1 FIRST FLOOR F�` \ ems\ i� R=172.00 RIM ELEVA TION / R= 72.76 - G 0 DOORWAY=173.93 < 1 � 1 BIT PAVEMENT ` l 1=166.00 INVERT ELEVATON 17Ox00 SPOT ELEVATION 172.88 �' � N P 32 RA D -o �� \\ 1 69.17 TC TRAFFIC CONTROL s 1 RC REINFORCED CONCRETE 1 a H RISER \ \ ,per ��5 /J�\ } l ^ JK REAL ESTATE, LLC \ PL TER \ G'G 1 Q 1 } } ,� BOOK 13987 PAGE 179 VC VITRIFIED .CLAY -A } f } o PLAN BOOK L PAGE 48 PVC POLYVINYLCHLORIDE \, \ \ Lo D DRAIN LINE _ G ' �1 \ 169.56 S SEWER LINE 173.0s 17J.26 GG R 166.68 G0� 'gyp 1 1 W WATER LINE G !x 1 / I 1 \17r LOCUS REFERENCE G GAS LINE GG x I �1 i 1 , 4- V' 1 171.56 170.41 1 (.-~ 68\ WOODED 1 I E ELECTRIC LINE , + 173.3.3 1 1 1 1 1 T TELEPHONE LINE EHH WG BIT PAVEMENT o �° 5�ti 9,208 SQ.FT. I 1 x 1} 1702 1 1 II 1677 f I COLVEST=-AGAWAM DEVELOPMENT COMPANY LIMITED PARTNERSHIP OHW OVERHEAD WIRE ® �y o � \ 1 STORY BRICK BUILDING y 2.32 r / `` �- �/ / I O SIDE BOOK 9167 PAGE 209 V) CVS '� YARD SETBACK BOOK 15761 PAGE 518 OH TS OVERHEAD TRAFFIC SIGNAL UP#25/33 \ p4 .y6 \ �� 1 - 0 1�' - � UNKNOWN UTILITY DES7INA TION W/RISER R=173.06 \ �'( ���• ` � \ f-f � G PLAN BOOK 340 PAGE 118 C� LEACHING G 170.92 �� -- - 1 / PLAN BOOK 256 PAGE 32 J V) ALSO SEE.- PLAN BOOK 62 PAGE 89 W_ Z r71. TOTAL AREA = 70 390 SQ. FT f 1s+;j'�i''/�/ 'ii iig s-\\\\ 1 I 1 } ! Z \ 1 1 / 1.616 ACRESf CL �' + \ Illlll ll 1 L c� , I 1 Q o 5 i t^ l 11 llllY�/j/�i , I11t11111111111 1 1 170.83 U 170 4 {' � �^- �' 1 lIIIIIfII ���r''���' � iii11111111lIII 1 1 I Q N EL E CONC PAD I fl ffl �r� I I 1 1111 1 �_ CD \\ / \\ N, �'/> & STEPS l Illl ff lllf 11l( f 11 ( ' 'sz� 1 I i 1 11111111111 1 1 NOTE• TOPOGRAPHIC SURVEY AND BOUNDARY INFORMA71ON PROVIDED Q Z a'0' ! / J / r WOODED l l 11111111 f 151 5 ! 11!Ili(11 II11111 1 I BY HOLMBERG & HOWE (7/2%6) FOR THE COL VEST GROUP, LTD. l- VICTOR J. SHIBLEY, JR \ { \ ! }//f /(i 11 I 11111111111 I 1 W (I) BOOK 15460 PAGE 479 \ \ L\ \, ��1� // / �' } ( 1 l 1 l 11 I I I I I I I I / \ \\ 1 I 1!I I I I 11111111 1 17 .1 \ PLAN BOOK 62 PAGE 89 \ �o�o� 1 / 1 I I i 1 ] I I 11 1 o Q 11 1 1 111 11l1(11111 1 \ x 1 11 I l i l i l 11111 �� ���- 111 I I \ \WOODE w W P.T.#3 ) I I I I 1 11 \ \ 1 � I III 111111111 11 1111 1 \ �1 ' 6a 1 11 \ - U-} Q 11 i l 1 t \ \ \ ' 11111111111111 0 > w UP / f�7RT ® 1 111 I 1 i I I I 1 \ \ \\\ 1� 11111111111 11 \ v U \ / / "40 �>� '90 ��- J � D.H.#3 169-J I 1 I 1 111 1 \ \ \ \ 1 I1 11 1 \ \ U < z+ +l 1 f1111 \ \ \ \ \ 1 111.111111�1111111\ \ \ o z + \ �i11111 I III1111�111i111 \} \ \ h 0 z ! 1 \ \ \ 1 111111 1lli 11111111i 1 1 } ¢ WE ND D �>��4� ekl I I Il 1 o v ¢ I� �J4T FOUND STUCCO / \ P NEW ENGUe1 ,� EAdVIR �I NT 1 i 11111 1111111111 1 ca o rr / i ! � •iI HIGH MAGNL:77C \ N/F EDNA SHIBLEY BUILDING ���$ - / 1 I I i I 1 I ( '\ I 1111 111111111 11 1 r7 READING IN PAVEMENT BOOK 2780 PAGE fit / O� ! ! `� 1 1 I I III J 1 1 1 1111 1 1 �l \ 1 ! \.�P�I / � - / l l i I I I I I / 1�1 1111 1111111111 I. a PLAN BOOK 60 PAGE 5 1 r 6s 3 / I I1111 l l I f \Az� 111 1111111111 o GRAPHIC SCALE SAVE NAME: fl 11 ( + 07---096SP �i It1411 II I I I l i l l I i 20 0 10 20 40 80 REVISIONS 17g.7 II I { 1 WOODED l j 11 1 1 ill i l l 11 i 11 I l l I I I \ 1 N 1=',168.04 \� \ 1+ 1672 � 1 Illillllllll ! 111I?1i�1 1111111111111111111111 1 + P.T.#2 / i l l f l l l l I l l l l l 1 1 III/ IIIIli111111IlI ill! f ) ( at ) I l i 1 i I I I ! III I111 1111111111 I 1 inch = 20 ih 16VI I I i i 1 l j 1 I E I I Illlll /i �ll}I1}Illlli111111iiIl ! J rs .s - SHIBLEY REALTY CORPORA T7ON I, I .H.#2 } i l 11 1 1 1 l l ! 11IIIIII J;�6#111}11�1111y1i1i11illt BOOK 2527 PAGE 199 \ I 1 j 1 / / f f l 1 1 1 1 i 1// Ill 1 I -! /1I/ I111 t)1111111 6 3 BOOK 2537 PAGE 357 1 1 0 1 / co I 1 } I I 1 i /// 1/ //I 1 /' / 1/1 1111 /11111I1 PLAN BOOK 60 PAGE 5 1 1 1 1 169.8 0% / f I / /// / J// /// /!/ �.�� 1 l l} / llll I111ll1111 � N N PLAN BOOK 278 PAGE 71 1 1 + 1 / I / // / /.//, /// 44 DRAWN BY: N � / / I j \ I 1 1 \ 1166.9 ' / /i�//// /////// / l 1 j j j 11111}11 l l I ! l l} c., v TB k \ i \ \ 1 + 1 / / /!// / / // r 11 1 }1 } lllllll I IF EDNA SHIBLEY \ 16x 1 1 �' /f S/90' 0'I '�/ �///1 '/jl 1�14 �, �. 7 j Il l j}l}111}}l ! I 1 l l } f ¢ fq DATE: 6/28/07 1 1 PLANT BOOK 60 PAGE 5 1 - w w � I///I ll}l} 111}} 11111 � in SCALE: °; 1 1 , /// //i/ i �,, /�� Irll 1}} }I}} 11 I f r f 1 � 4 �n }10/ M � »=20' p 1 1 170.4 \ 1 1 1 � -' � 4�h //ii // / / �/� I / I/ ! 1� 1 j 1 / / i�6 // / ! / l/! f111 �11111//// DRAWING NO: + HUNTLEY ASSOCIATES, P.C. // /l/j 1 ll1/ ll/I / / SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS cxl �I /I//////// //// !1!!! ll/1 30 INDUSTRIAL DRIVE EAST 47 s// i / f / /i '% of/�'/ // / ///1 /// / !// 1Il / NORTHAMPTON, MASSACHUSETTS 0 3 060 1NG r 1 1 I +//� /� /i �'�i''x �i i 'i/i ' ///• //// , / h'III IIIIIIIII/ n s Q. r � a, CID 00 C CV X Zlizz L GENERAL NOTES PLANTING AND SEEDING NOTES NOTES: WORK IN OR NEAR WETLANDS Q 1.0 10 1. All excavation shall comply with OSHA's latest standards. Al! requirements of OSHA's excavation standards shall be provided by the 1. All nursery stock shall be in conformance with the American Standard For Nursery Stock, as published by the 1. "Work in or near wetlands" is defined as any area where construction is within a wetland, riverfront area, or o00 `o 00 Contractor including, but not limited to, the provision for a competent person on site and any required documentation that may require American Association of Nurserymen as to sizes and form. 100 feet of a wetland (buffer) as defined M.G.L. CH. 131, S.40 wetland protection act or as defined by city/town certification by a professional engineer. The Town, or contracted engineer, shall expressly not provide any of the above requirements 2. All plants shall conform to the measurements specified in the planting list, except that plants larger than bylaw in the city/town the project is to be located. °a designated by OSHA's excavation standard, those specified may be used if approve by the Lanscape Architect. 2. Major resources areas and buffers subject to applicable restrictions of this contract are indicated on the plans c0 fn 0 2. The Contractor shall submit an estimated construction schedule relating to the recommended sequence of construction. The suggested 3. All plants shall be nursery-grown in accordance with good horticultural practices and shall be grown under and the "schedule of wetland areas", sequence of construction has been provided as a general reference to assure the required compliance with technical standards and with climate conditions similar to those in the project locality for at least two years, 3. No materials subject to erosion shall be stockpiled overnight within 10O feet of a wetland, brook, top of river requirements of the permitting agencies. The Contractor may provide an alternate sequence of construction clearly describing his materials, 4. Balled and burlapped plants (B&B) shall be moved with the root systems as solid units. The balls shall bank, or other area deemed as resource areas or buffers by the engineer. techniques and time frames for approval by the Engineer. be firmly wrapped with burlap. 4. All excavated materials shall be coated away from resource areas, brooks. rivers, or other areas deemed 3. Generally, the Contractor's staging area for access, storage of surplus materials and equipment is limited to the bounded property line. No 5. Planting soil wetlands or buffers by the engineer. work, stockpile of materials, storage of equipment, or other operations of the Contractor shall take place outside of these areas or on the 5. Pipe trenches shall be totally backfilled at the end of each work day, unless approved by the engineer. abutting properties unless specifically authorized by abutting property owner. The Contractor at his own expense shall repair any disturbance A. Planting soil shall be mixture of 2/3 topsoil and 1/3 peat moss by volume. 6. Sedimentation control fences shall be installed prior to stump removal and/or grading. See plans for limit. of these areas. B. Planting soil shall have a pH value range of 5.5 to 7.0. If planting soil does not fall within required The contractor shall maintain these fences until final acceptance by the engineer. 4. The utilities shown are not guaranteed as to their accuracy or completeness. It shall be the responsibility of the Contractor to locate all pH range, limestone or aluminum sulfate shall be added to bring the pH within the specified limits. 7. Disturbed areas shall be graded, loomed, and seeded and restored within one week of disturbance. existing utilities in the field. It is required that the Contractor contact DIG-SAFE (1--888--344-7233) at least 72 hours prior to construction- 8. The finished grade of disturbed areas shall match existing topography of the area prior to construction, unless No excavation will be allowed without a valid DIG--SAFE number. 6. Planting beds to receive 3-inch depth of shredded bark mulch over weed check fabric unless otherwise noted on plan. indicated otherwise on the plans. 5. The property line and topographic information shown on the plans were developed from a field survey by Holmberg & Howe during the 7. All plant material shall be Guaranteed for onw fill[ tjrnwing cancan (Ono your) oftor crictana{can. 9. Ttie cvnlracEvr shall construct temporary accross ditches, culverts and swales, as necessary to maintain existing month of July 2006. The Contractor shall preserve all survey stakes to the extent possible or replace damages station stakes as directed by 8. All areas disturbed during construction not designated to receive other treatment shall be loomed to a minimum surface water levels, subject to the approval of the engineer. the Engineer if required. depth of 4" and seeded in accordance with the following. 10. The functioning of temporary culverts, ditches, swales or construction operations shall not cause noticeable 6. Locations of utilities shown herein are the result of surface evidence as located by field survey, plans of record and other available sedimentation plumes. If plumes occur, the contractor shall stop work and install erosion control devices immedidately sources. This plan does not necessarily depict the exact locations of all utilities that may exist at this time. A. Incorporate ground limestone into all areas to be seeded at a rate of 50 LBS/1,000 S.F. to prevent further sedimentation. 7. The Contractor shall preserve and protect all bounds and property marks shown .on the plans, located by the Engineer in the field, or B. Apply 10-6-4 fertilizer to all areas to be seeded at a rate of 20 LBS/1,000 S.F. 11. Accumulated sediment shall be removed and disposed of by the contractor as required or as directed by the engineer. located during the course of the construction. A Registered Land Surveyor at the Contractor's expense shall restore any property marks C. Thoroughly incorporate lime and fertilizer into seed bed to depth of 3" by discing or other approved method. 12. Transfer and/or storage of fuels, lubricants, etc., will not be permitted within sensitive areas without prior/approval of the disturbed or destroyed for any reason. D. Seed with the following mixture, applied at a rate of 10 LBS/1,000 S.F. engineer. Transfer will not be permitted within 100 feet of a pond, lake, a flowing brook or river and no storage will be allowed 8. The Contractor shall be solely responsible for laying out all items of the work based on certain horizontal control and benchmark supplied except in approved fenced-secured areas. by the surveyor of record. Any discrepancies shall be immediately reported to the Engineer. Seed Mix 13. Equipment shall not be parked within wetlands or buffer areas except during actual operations requiring said equipment. 9. The surveyor will layout proposed centerline and provide on-site benchmarks for the contractors use. It is the responsibility of the contractor to protect the layout and create offsets. Name of seed % b weight Minimum 10. It shall be the Contractor's responsibility to maintain all utilities functioning properly in the areas of construction. All pipes and structures y we g Minimum in mixture purity germination GENERAL EROSION CONTROL GUIDELINES within the limits of this contract shall be left in a clean and operable condition at the completion of the work. The Contractor shall take all Pas Pratensis necessary precautions to prevent sand and silt from disturbed areas from entering the system. Contractor is responsible for damage "Boron" 1. All areas that are disturbed during grading operations which will not receive bituminous concrete will be covered with 6" of sustained to any existing utilities and it is his responsibility to make repairs to the requirements of the Town or respective utility company. Boron Bluegrass 50 90 75 loam, seed and be covered with mulch. 11. 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. Festuca Rubra 2. Erosion control measures shall be incorporated in the sequence of construction to prevent sediment laden water from leaving 12. Any and all demolished trees, structures and other rubble material pertaining to this project shall be disposed of by the Contractor "Pennlawn" the site. off-site at their expense in accordance with Town of Agawam ordinances, the Massachusetts Wetland Protection Act, Chapter 131, Section 40, Pennlown Fescue 25 95 85 9 p y 3. Natural vegetation shall be retained whenever feasible u to the scheduled start of construction activity in the area. Where G.L., and all applicable state and federal environmental regulations. possible, clearing shall immediately precede construction activity. 13. All pavement disturbed by the Contractor's operations steal) be replaced in accordance with the specifications and as shown on the Lolium Perenne 4. Areas subject to erosion shall be minimized in terms of time and area. drawings. "Pennfine" 5. In general, work requiring erosion control includes excavations, fills, drainage, swales, and ditches, rough and finish grading, 14. The Contractor will protect all trenches and excavation areas with barricades and lights, provide police protection, and agree to hold the Pennfine 25 98 95 and stockpiling of earth. Town of Agowan harmless from all claims for damages whatsoever. 6. Erosion control measures shall, where applicable, incorporate at least the following procedures detailed on this drawing 15. Traffic shall be maintained at all times. A. Temporary barrier of silt sack to prevent sediment-laden water from entering storm drainage systems. 16. In paved areas the top of the manhole cover shall be set flush with the paved surface. In other areas, the top of the cover shall E. Mulch all seeded areas with straw or salt hay at a rate of 50 CBS/1,000 S.F. F. All slopes of 3:1 or greater after being . foamed, seeded and mulched in accordance with the above shall B. Temporary barrier of silt fencing to act as erosion checks at the toes of embankments and slopes. extend 6 inches above finished grade, or as shown on the drawings, or as directed by the Engineer. " C. Temporary earth berms to act as sediment traps in areas of extreme runoff. ( applicable), 17. All materials and methods are to comply with The Town of Agawam DPW standards or Massachusetts Highwaywhere a , unless secured with jute or degradable tobacco netting. Overlap al! netting joints a minimum of 4 and secure with a double row of staples. D. Temporary erosion checks in ditches and swales to prevent sediment---laden water from entering bodies otherwise directed by the Engineer. of surface water. 18. Permits will be required by contractor when working within or occupying public way. Contractor is responsible for obtaining all required E. Provide temporary slope erosion control where required. 9. Sad may be used as an alternate �on all areas shown to be foamed and seeded, if requested by owner. work permits and maintaining a copy of all permits on-site at all times. F. Fill and grading shall be treated with slope stabilization seeding and hay mulch upon completion. 19. The backfill will consist of the excavated material, if it is declared suitable by the Engineer. Backfill will be placed in successive layers 7. Additional erosion control measures shall be incorporated as directed by the Engineer or Wetland Scientist. not more than twelve inches and shall be compacted to 95% of maximum dry density per standard proctor test (PER ASTM 698) for all 8. Erosion control measures shall be maintained until finished grade is stabilized, erosion control measures shall then be applicable types of backfill material. No frozen soil shall be used as backfill. If, in the opinion of the Engineer or the DPW, the excavated WATER CONSTRUCTION NOTES: removed after all disturbed areas are stabilized with a thick cover of vegetation or adequate surface treatment as noted on (n material is unsuitable, the entire material for filling shall consist of approved gravel or approved borrow, as directed, these plans and: specifications. 1. All water main shall be ductile iron (DI) class 52, AWWA C-151 (ANSI A21.50). 9. Following completion of driveway and associated site work, all sesequent lot site work shall incorporate appropriate erosion 0 M 2. DI Pipe shall be double cement lined with a seal coat conforming to AWWA C-104 (ANSI A-21.4) and coated on the gMPs to prevent sediment from leaving the individual lots and/or entering the storm sewer system. W � LAYOUT & MATERIALS NOTES outside by a minimum 1/32 coal tar enamel. 3. Joints for D! pipe may be push-on or mechanical with rubber gaskets conforming to AWWA C-111 (ANSI A-21.1.1). E 0 1. Contractor shall verify all dimensions and layout location of all items, with the approval of engineer, prior to beginning work. 4. All fittings shall be ductile iron with mechanical joints conforming to AWWA C--153 (ANSI A21.53). STORM SEWER NOTES 0 Z 2. All dimension lines are parallel or perpendicular to the lines from which they are measured, unless otherwise noted. 5. All water mains, unless otherwise noted, shall be installed with a minimum five feet of cover. When crossing above or Z 3. All dimensions are to face of curb, unless otherwise noted. below water pipelines, a minimum vertical separation of six inches shall be provided. When crossing sanitary sewers, a 1. Storm sewer pipe shall be sized as shown on plans and shall be high density polyethylene (HDPE), ry z 4. All traffic lines are 4 to 12-inches wide, white and traffic point, unless otherwise noted, minimum of 18" shall be provided. When crossing storm sewers, a minimum of 12" shall be provided. 2. All pipes drains shall have utility warning tape. The toe shall be buried a rox. 2 feet below finish a- p Y 9 P l3 approx. grade. � U7) 5. Written dimensions shall control over scaled dimensions in all instances. Notify engineer of any discrepancies. 6. The installed water main shall be pressure tested, flushed and disinfected in accordance with AWWA C-•-600 and AWWA 3. Manhole cover shall have three (3) inch lettering to read "DRAIN" and shall be 26 inches in diameter. 0 6. Schedule all work for timely progress & completion with consideration for residents and the public. C--651. 4. All catch basins shall connect directly to drain manholes. Catch basin grates shall be squore, type F, as i Q 7. All signs and pavement markings designations refer to 2003 Manual Uniform Traffic Control Devices (MUTCD), unless otherwise noted. 7. Ductile iron pipes shall be installed in accordance with AWWA C-600. manufactured by Lebaron Foundry Company, Box 746, Brockton, MA 02403, or approved equal. 8. All fittings shall be restrained either by a concrete thrust block or by mechanical joint restraints. If mechanical joint 5. See general notes for detailed backfill. Q restraints are selected, the pipe connected to the fitting shall be restrained per the restraint schedule. For thrust block I-- C/) GRADING & PAVEMENT NOTES details and minimum block bearing areas, see details. � � z 9. The Contractor shall mark the location of the proposed water main at least 48 hours prior to excavating. Excavation STORMWATER MANAGEMENT SYSTEM MAINTENANCE: � � � 1. All elevations and grades shall be verified in the field prior to construction. Notify engineer of any discrepancies. shall not proceed without authorization by the Engineer. � Q U 2 feet belowroximatel e shall be buried a The tape e ta warning All water mains and services shall have utility g p . p approximately 2. The grading may be adjusted during construction only after consultation with and receiving written approval from the engineer. 10. 1. Operation and maintenance of stormwater management system will be the responsibility of the owner/operator of the facility. > ( w 3. Prior to any grading and excavation, strip and stockpile topsoil from all existing loomed areas to be disturbed. finished grade. 4. All m erials an construction methods shall conform to the construction standards and specifications of the City and the Massachusetts 11• See general notes for detailed backfill. 2. Semi annual (twice a year) pavement sweeping will occur, in the months of May and October of each year. U Q `� 3. Sedimentation, floating oils, and floating debris will be removed from inlet structures on as needed basis, once a year or z at d 12. All voter services connection shall be 2-inch diameter capper tubing. � Highway Department Standard Specifications for Highway and Bridges, current Edition. 13. Contractor to obtain permits from Town & coordinate connection and activation with Town Water Department. more frequent depending on siltation and floating debris. 0 z 5. All new paving shall tie into existing surfaces with smooth, even, continuous grade and surface. 4. Sedimentation removed will be properly disposed of outside any drainage facilities or resource areas, including buffer zone to 6. At all driveway aprons: Extend hot-mix asphalt to limits shown & match grade with existing gravel, cement concrete, or bituminous drives. the resource area. O � 7. Except where noted, vertical ganite curb to be utilized throughout, granite curbing at street intersections to extent shown. $. All sanitary & storm Sewer frgme & coyer5� water valve box covers to be adlasted aril flush with new �gverngrlt. SANITARY CONSTRUCTION NOTES _ Inlet Starmceptor; Manufacturer recommends quarterly inspections during the first year of installation, so a maintenance schedule can be SAVE NAM E: 1. Sewer pipes shall be sized as shown on plans and shah be polyvinylchioride pipe {PVC}. accurately determined. Perform maintenance once the stored volume reaches 15% of the Stormceptor capacity, or immediately 07-096SP all pipes joints shall be approved composition, size and shape to provide for a proper joint. in the event of a spill. 2. All pipes shall have utility warning tape. The tape shall be buried approx. 2 feet below finish grade. REVISIONS 3. See general notes for detailed backfill. 4. Manhole cover shall have three (3) inch lettering to read "SEWED" and shall be 26 inches in diameter. 5. Contractor to obtain permits from City & coordinate with Town DPW. A N N O z DRAWN gY TB' w O OF M,gss DATE: 8/10/07 MAI�KA SCALE: NO a rtCCt SKY 11UNTLEYN.T.S. s c, C IL HUNTLEY ASSOCIATES, P.C. DRAWING NO: 3 t SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS y 30 INDUSTRIAL DRIVE EAST C 10 2 U ld�fd 0� NORTHAMPTON, MA.SSACHUSETTS 01060 O 0 n• f SAWCUT AND MATCH -- EXISTING PAVEMENT GRAN CURB a REMOVE AND DISCARD CEMENT PROPOSED PEDESTRIAN � CONCRETE SIDEWALK CROS WALK MARKINGS 00 = 0 STONE ISLANfl R=25' 00 "' CO BL GRAN C11 RS o REMOVE AID-SfiA K > co GRAN. CURB _ Q o ko co W C C= AL PROPOSED GRANITE CURB (TYP.) ° L: coo f- - -� m O CO PROPOSED ADA CEMENT c7 � ENT rn W BENCH MARK �--'� _.-� - � TOWN OF AGAWAM - " ' REMOVE A�IDrRESET CONCRETE RAMP (TYP.) CO a z /91 NG D 929 -DISC #9156 -Cp A �-- SIGNS (2} PROPOSED STOP" ELEVATION=173.05R 1 SIGN AND BAR, R1-1 LEGEND a " 24' PROPOSED PYLON SIGN LAND USE ® CATCH BASIN �Q DRAIN MANHOLE 0 �,• ' " /� PROPOSED HOT MIX PARCEL ZONED. BUSINESS B S� SEWER MANHOLE GR�� �p`s� GO ` ! ASPHALT CURB TYPE 2 ® TELEPHONE MANHOLE s � PLE Fx1snnrc P�POSM ME-Clu►mLL) IlYDf�'ANT P PDStIJ 4- WIDE CEMENT ����j, G _ LOT AREA 7Q389 SQ.FT. 72,93fi SQ.FT. 10,000 SQ.FT. WG WATER GATE CONCRETE WALKWAY v / , _ LOT FRONTAGE 343.43 343.43 100 GG GAS GATE / ® a ® Q _— - n Hi , UP UTILITY POLE ® ® �� 3n�8Q FRONT YARD SETBACK 41.80 109.12 35 TS [ TRAFFIC SIGNAL PROPOSED ADA ��� �-- r- SIDE YARD SETBACK 7.8' 30.71' 10' EHH © ELECTRIC HANDHOLE M CEMENT CONC. RAMP / _ ' REAR YARD SETBACK 1 1' -� g�R / R-5 �-- 2 75.35 35 HN o HANDHOLE (DPW) BI PROPOSED "STOP HERE ON RED" ��� �■� MAX. BUILDING HEIGHT 20' 18' 3 STORIES OR 45' GUY GUY WIRE SIGN AND BAR, R1O-6 O�G / R=4' MAX. BUILDING COVERAGE G ® R=3' / 13.136 18.1x 50X ® MONITORING WELL R=3, - '- SIGN SAWCUT AND MATCH R=12' � � O BOLLARD EXISTING PAVEMENT _ ; C�S R=3' R=3' # F PROPOSED CEMENT CONC. CURB LP LIGHT POLE r�� PROPOSED PEDESTRIAN 24 OR ALL LANDSCAPE ISLANDS f GM a GAS METER R}'` � CROSSWALK MARKINGS .A A UNMONUMENTED POINT _ / ® ® Q Q°� Q ® NEW P NT O IRON PIN FOUND IT gR �' R-16 ) / 000 OVERALL PARKING RATIO INCLUSIVE OF ALL B ��� � / ' 1. MINIMUM 4,5 1. IRON PIN TO BE SET ��2 REMOVE AND STACK / R=3 R=3, --y 9' BUILDINGS (NO UNHEATED GARDEN SHOP OR SEASONAL RETAIL OR 18 TREE WITH TRUNK DIAMETER GRAN. CURB (TYP.) i- 1 WHOLESALE SALES). BIT BITUMINOUS - / � R=3' RT 3 , CONC CONCRETE R=3� R=3' N 13,225 SQ.FT. x 4.5 SPACES/1,000 SQ.FT. = 60 PARKING SPACES GRAN GRANITE -_ � R=5' �� � TOTAL PARKING SPACES REQUIRED = 60 PARKING SPACES HR HANDICAP RAMP - ` PROPOSED 4-F ID WIDE ti R=3 TOTAL PARKING SPACES PROVIDED = 61 PARKING SPACES X--WALK CROSSWALK CEMENT CONCRET SIDEWALK � /,5p R=172.00 RIM ELEVATION (LIMITS TO BE D RMINED IN P K N I 1=166.00 INVERT ELEVATION FIELD WITH CITY D COLVEST) 1• ® R=50 REGULAR PARKING SPACES - 9'x18' 170<00 SPOT ELEVATION �P PROPOSED GRANITE - =. -: ® ® ® ® HANDICAP PARKING SPACES - 8'x18' G _ TC TRAFFIC CONTROL CURB (TYP.} = r _ - 4 a 4a RC REINFORCED CONCRETE r A •y • vc VITRIF cL � -' � � � . - - _IED AY R_5 R_4 �+ ' - �� s - JK REAL ESTATE, '. - LLC -a - - • BOOK 13987 PAGE 179 PVC POLYVfNYLCHLORIDE PROPOSED HOT MIX � � �- PROPOSED "DO NOT D DRAIN LINE ASPHALT CUF�B TYPE 2 PLAN BOOK L PAGE 48 Q� PROPOSED CEMENT CONCRETE ENTER SIGNS (2). R5-1 S SEWER LINE R=30' 3 "HI in '� �� WALKWAY W/INTEGRAL CURB W - - WATER LINE 80 ® -` G GAS LINEqt-._� '- PROPOSED PEDESTRIAN # LOCUS REFERENCE E ELECTRIC LINE I CROSSWALK MARKINGS T TELEPHONE LINE BIT PAVEMENT C01.VEST-AGAWAM DEVELOPMENT COMPANY LIMIT fr ' 10' SIDE BOOK 9767 PAGE 2D9 ED PART1�tRSHIP I— OHW OVERHEAD WIRE �0, 0 R=5 PROPOSED "VAN ACCESSIBLE" SIGN, R7-8A OH TS OVERHEAD TRAFFIC SIGNAL ''�Oe FUTURE PROPOSED CEMENT CONCRETE YARD SETBACK BOOK 15761 PAGE 518 V � T J UNKNOWN UTILITY DESTINATION r' ® PLAN BOOK 340 PAGE�G ATM SITE ,V ADA RAMP (2) W/LEVEL LANDING A E 118 GO r i g PROPOSED "RESERVE PARKING" SIGN (2). R7-8 ALSO PSEE PLAN LAN BOOK 62K 256 EPAGE 89 _J 1 js 24'.---}- "'� (SEE DETAIL) 24' PROPOSED HOT MIX W LLJ ASPHALT CURB TYPE 2 LL ZG��� s I r �• U' Q ® f 7 j TOTAL AREA = 70,390 SQ. FT t O 1.616 A CRES± _ V) z PROPOSED I CVS BUILDING NOTE.' TOPOGRAPHIC SURVEY AND BOUNDARY ltiFORMATION PROVIDE VICTOR J SHIBLEY, JR. ` ® •-�, �3,ZZ5 SQ.FT. p BOOK 15460 PAGE 479 ('1--STORY) BY HOLM8ERG & HOWE (7120106) FOR THE COL VEST GROUP, L 7D. Q PLAN BOOK 62 PAGE 89 �oFa �� R=5' R=50' W Q PROPOSED REINFORCED CEMENTi � w 4. '- PROPOSED CEMENT CONCRETE R=50' CONCRETE DRIVE THRU PAp U Q `sue' -•- WALKWAY W/INTEGRAL CURB z PROPOSED STEEL z IP NOT FOUND l , STUCCO f 1;r ��Q� PGA- a PAVED LSLANDS TO • BOLLARDS (3j o z HIGH MAGNETIC !V/F EDNA SHIBLEY �� s BE SIRIPPBB (Typ.) _ Q BUILDIRI0 i �6 � _ READING IN PAVEMENT BOOK 2780 PAGE 61 p �0 - - O � PROPOSED STEEL � -- -= J PLAN BOOK 60 PAGE 5 r -�l'' A - { l R--5 BOLLARDS (4) f - •- ` GRAPHIC SCALE savE NA 07��096SP �1` a: - --. _- -_-- i- �- f �/ 20 0 10 20 40 80 " -'�- a 4 -:�' R=200' REVISIONS PROPOSED DO NOT °��,; ." _- - :.-o ENTER" SIGN, R5-1 " 4 ( IN FEET ) SHIBLEY REALTY CORPORATION R=5' 1 inch = 20 ft. � �kA OF M'�S BOOK 2527 PAGE 199 1 PROPOSED REINFORCED CEMENT MARK a BOOK 2537 PAGE 357 CONCRETE PAD ENCLOSED IN CHAIN LINK FENCE WITH VINYL LACING MCA DUMPSTER AND COMPACTOR LOCATION) `9 4 PLAN BOOK 6Q PAGE 5 j S PLAN BOOK 278 PAGE 71 'I' j ( f f t ; R 5' D, FG/STE4����� 5�10NA�.�N�' . PROPOSED DRAWN N/F EDNA SHIBLEY "NO PARKING" PROPOSED PLAN BOOK 60 PAGE 5 R=25 SIGN, R5-3 GUARD RAIL R.-20' rr Q a DATE: 10/10/07 a f ! i SCALE: Q 1"=24' rl �.,� HUNTLE No: SSOCIATES P.C. DRAWING r f �.rwr. ..� .'r .� .�ww. w. A ' `PROPOSED 6 HIGH PROPOSED PROPOSED SURVEYORS ENGINEERS LANDSCAPE ARCHITECTSRETAINING WAL CHAIN LINK FENCE ATTACHED PROPERTY LINE 30 INDUSTRIAL DRIVE EA C - 103 3 �LDI�� ; r' r' TO BLOCK RETAINING WALL EAST T NORTHAMPTON, MASSACHUSETTS 01060 # / (R=1 71.42 � � � UP 54B 28 wc LL=ACHING _ - HN K GRAM CURB ` E R=170,46 co h =17� \ - _ ' I=167. 16 R a.4a 171_. 1 Q�� I=165,65 S ��J R-170. 4 S ----12'•Vc- 4 \ 0 00 HH / Al^ P,=170.81 �66.30 D �r8"�ac_p gSLFST4'�E fSLA�O h E x UP 160 35 25T WG I �`o 01 �� �2„ �S SAWCUT & �� R=1/0.3� GRAN n ,- # / / 67;.IC-D u X STING PAVE ATION 1=166. 75 CU 7 Lo ua o W/RISER & TRANSFORMERS - ? /\6 UP#25T/27 ¢ o � 1 D 1� -2=169.80 W RISER r, co I �6 Q R=16� � 0 a, °° ►- GUY WG � n tr WG � ' 00 1�16 7.7_5 1-:16 7.7 - �t70.4 C L-K -- y o 0 `� w p0 CORE AND INS RT NEW o GUY �' ��`� r= 6' C,10-INCH DIA. H 170 a- .iQ - - 17 � 7s.82 m o 00 7- -.I- SAT INVERT E •E) -y _ HHE - t i6�.a2 D o o TC BOX 1 R=769.95 8 x�°' i 65 BENCH MARK TS �_ � 1 5 , o O R=170,39 1 167 25 - 25 --------- TOWN OF AGAWAM i � 48"R o DISC #9156 R=172.22 ��, ° 1 Q 164.901 � NGVD 1929 1-770.02(12'PVC) © � ELEVATION=173.05 'LC_ LEGEND w ` / ,o d - - _ _ _ 00 1B CATCH BASIN SAWCUT & MATCH - ��' / { �� �`� r p 1=156. 15 48 I Q DRAIN MANHOLE EXISTING PAVEMENT ELEVATION R=1172,96 �, 6bo �� � G SEWER MANHOLE CORE AND INSERT 4-INCH PVC �,1 69' TS G I� ��,� ra`�" / G�R� ® TELEPHONE MANHOLE AT INVERT ELEV.=166.35 % po5 R 5 G `� / R � op c~o +1 .80� H P. HYDRANT CAP EXISTING 4-INCH SERVICE / pU� �9 �e / R=1 71 1 7 wn V�WATER CATE M=71Z04 r`' I! � G � � UP 254 29 � - t��o.:,o O --� 17 • PROPOSED STORM WATER SANITARY GG GAS GATE f OUT=164.86 ♦� 1-p 84 / # (COULD NOT 1 �_ €170,80 SEWER STRUCTURES UP UTILITY POLE I IN=164.98 ___ o"vc 9 MEASURE fN V) r_ DMH 1 TS TRAFFIC SIGNAL 1 �� %,�60 / +170.90 / �- ) RIM ELEV.=170.10 C M 1ELEV.-169.30 EHH © ELECTRIC HANDHOLE WG a RM € / /�66 r �- =�471.20 INV, IN(CB#1)=l65.62 INV. OUT(DMH#1)=165.80 IT ,� �� �� C �� I _._.- SUBSURFACE ST M SEWER INFILTRATION SYSTEM -'i � INV. IN(DMH#2)=165Y.35 HH o HANDHOLE (DPW) B '� 1 S / G P - 206LF OF 30"�i--12 ADS PERFQR*TED RIPE \ INV. OUT GUY o� GUY WIRE t N s �; �� _ 21 (STC 900)=165.25 CB#2 (STC 4501) ® MONITORING WELL t ��s � ~ IG WG 172.20 ���� 67. 16 12"RC\ / I {SEE CONSTR CTION DETAIL SIET) ; \t DMH 2 RIM ELEV.=169.70- -�- SIGN t WG V G �G��s / ,fi0 r - _ _ MAINTENA E ACCESS-P&T (RISER) I 1 f RIM ELEV.=170.85 INV. OUT(SYSTEM)-166.00 c BOLLARD I GG �- C ✓ n SET FLU TO GLADE (TYP.) Ln _ •- � \ 1 1 t INV IN(BLDG)=1fi7.50 CB LP LIGHT POLE n ,�I �/ �� Q �6 � �) INV. IN(CB#5)=165.64 RIM EL,EV.=168.40 GM o GAS METER 14QR j WG ��' 1 ,�2' 171.70 '{ r _/ \ a / r I I I INV. OUT(DMH#1)=165.54 INV. OUT(CB#5)=166.40 0 UNMONUMENTFD POINT ERM �-- O IRON PIN FOUND g1 T 1 -177.9, .- N / \ / CB#1 v I I STC 900 CB#4 • IRON PIN TO BE SET 1NATE Eb�I'S N R -172.26 G 1=16 3 �` \ 1 / € RIM ELEV.=170.15 RIM ELEV.-•�169.75 18" TREE WITH TRUNK DIAMETER i SERVICE AT.CtDRP RA Qr� D172.1 W 1 Cep// S �_ ( INV. IN(DMH#1)=165.15 INV. IN(CB#4)=166.08 BIT BITUMINOUS BRANCH ASSE�BLY (FIRE,SPRINKLER M IN) Q HH j/ -4- �7 / I f INV. OUT(SYSTEM)=165.07 INV. OUT(DMH#2)=165.98 CDNC CONCRETE THRUST BLOCK, 8 x6 TAPPING SL VE, � �� �Q/ ` I SMH#1 GRAN GRANITE MECHANICAL JOINT W' GATE VALVE BOX y, � � /i J _ S. R DMH#1 I / ' € RIM ELEV.=171.10 " THR(IST BLOC , fig`' BEN r `� ,� - 12 +171.2 INV. IN(BLDG)=168.89 HR HANDICAP RAMP 6 D.I. LENGTH, �• _ / \ PROPOSED SANITAR �- X-WALK CROSSWALK R=17 �I GT I�17 G ��� \ , \ S`�C#900 SEWER CLEANOUT / € o n \ ! INV. OUT(SMH#2)=168.79 1=166.26 �, ` D.H.#1 ( € i R=172.00 RIM ELEVA TION / R=172. 76 �� P 171: SMH#2 ! i SMH#2 I=156.00 INVERT ELEVATION / ,0 _ GU?� Q�0 17000 SPOT ELEVATION / " m� �1 �-: + 17�`1 o �� f RIM ELEV.=171.10 CONNECT C PtbU) o [ S ! INV. IN(CLEANOUT)=167.74 Tc TRAFFIC CONTROL WATER RA (D TIC) 1\�' IfH PRI _ - '" • ' - - 171.30+ DMH#2 I INV. IN(SMH#1)=167.70 4 RC REINFORCED CONCRETE PO DATER } / \ - - - - "= -.� = , _ f f INV. OUT(EX. SMH)=167.60 VC VITRIFIED CLAY 171.30 * " _- t _ - + _ ' - ` 1 ^ f HU FF\BOX h11 �` ,, -q -b , -�: s PVC POLYVINYLCHLORIDE \ ,�• 1 - ,p• �171.25 D DRAIN LINE �� �L/ �. \ 1 \ -'"• ,`_` 7 . j f + . S SEWER LINE R=171.23 1 50 \ t v PROPOSED STORM -� GG n ?� 4 1 � 'SANITARY SEWER � PIPE DIA. LENGTH SLOPE W WATER LINE 1-1s�.s8 _ .. I It INVERT OUT-1s8.5o 1 70.9 WATER/SANITARY (IN.) (L.F.) (�) -G - GAS LINE GG (FbR WASH�t'OOM}- -- -,� I nl t SEWER LINES E ELECTRIC LINE +170.20 ;: 1 j �� T TELEPHONE LINE WG \ 1 PROPd�S ED Si �MESf FITTING ! CB#3 TO CB#4 HDPE 10 104 0.3 EHH BIT PA VEMEN T n \ ! €-� OHW OVERHEAD WIRE �\ o \ f/ CONNECT TQ-f- RE SPRINKLER MAIN, CB#4 TO DMH n 1Q' SIDE #2 HDPE 12 113 0.3 (�} OH TS OVERHEAD TRAFFIC SIGNAL UP,#25/33 y�1� Q \� +170.50 / _ - / V J YARD SETBACK (f) UNKNOWN UTILITY DESTINATION W/RISER R A.CHING 5� ! \ I'. ROOF DOWNSPO-UT / BLDG TO DMH#2 HDPE 8 12 TBD W AND- CLEANOUT- T�YP. CB#2 11 �� % �� , 11 1 DMH#2 TO DMH#1 HDPE 12 62 0.3 w €-- (STC#450I) �{ /f ���\ \ F CB#i TO DMH#1 HOPE 12 18 1.0 --� LL- DMH#1 TO STC 900 HOPE 12 10 1.0 '1 o \ ////^�/ /�i�o%�rr=,�t��\��`�1t1 1 1 n~ 1 STC 900 TO SYSTEM HDPE 12 10 1.0 PROPOSED 2-INCH CU DOMESTIC 'G' Gn ��� f ��i �ii f �J � �1 i 11 _ / C 2 T (DOMESTIC) 1/1 ��ii� , \�l Ills 1111 1 1� - / B# 0 SYSTEM HOPE 12 68 . 1.5 0- PROPOSED Z \ 6-INCH DIA./ ��' , _'_ ! 11�, ll 4'. �. I�1111111111111 I I SYSTEM TO EX. DMH HDPE 10 120 1.0 C/) Q \ DUCTILE IRON (FIRE MAIN) \ 1 r ; 1 1/1 III,F•F.=172.00 €1Il lllllllllll A # ! t \ ELE c n I 111 /1111 11/i t - `� 1 I I 111111111111! v { BLDG TO SMH#1 PVC 4 11 1.0 -J 0 l €111 .11i111111 1 1 € SMH i TO SM 2 Q Z PROPOSED UNDERGROUND \ I \ / / ! 4 14 I ( I I I i I € i 111l111 In # H# PVC 4 145 0.75 CTRICAL SERVICE CONDUIT \ \ \r,��, -4 1 llf4{ j�� I I I l k I I 1 I /� y€€I I i I 1 I ! 111! 6 1 BLDG TO CLEANOUT PVC W � � \ \ 170.20 ♦ .� I 1141 4 } 1 \ \ I€Ili €III }fl t 1 4 10 1.0 Q \ LOCATE AND CONNECT S NIT ' ' I \ I L� Q 11 < 14 Il I I I I I I 1! (} \ CLEANOUT TO SMH#2 PVC 4 66 1.0 GAS SERVICE 170.fi0 �' i P:T. 3 IN T 11 �. ti # ,,:" ) I € I ) I I �It \\\ { -��o 111 1l ll l lull 1 \ �� C_� I I € \ I \ SMH#2 TO EX. SMH PVC 4 125 1.0 QUP JrnIII okop1• � \H\ H ICEk\\ 1 AD.H.#3 .'. f I �Qt � A D N Ii1111 CB t Q \ I , PROPOSED\ELECMCAL ( G 170, 0 r f f I SEE t ���° 6 I I I I`I I I II 1 I1 1111 \ \ 170.25 z \ r U,LL BOX - / I I I l \ 1 \ \ I 1 1 I i I I1 1 } o 1j 170.4{D W. f / ! i I \ \ \ \ � I III 1 1111111141 1 ? "� z IP NOT FOUND \ STUCCO / G� W - --- -�_ / / \ 1 1 l l l l 1 1 I I I l 111 11111111 1 11 11 1 1 f CONNECT 3-INCH DOWNSPOUT Q / , a��,P III I l I I Q 1 1 tl tl TO 10-INCH STORM DRAIN o HIGH MAGNETIC \ BUILDING r 1 ` `� � y $ ` . 1 f READING IN PAVEMENT r 170.4p / ! ., �- _ A?�� v } ' 1 1 E] € � Al 170.40 171.80 Hit I I 11 I I 11 1 1 . D11 I H. . SAVE NAM E: �7j GRAPHIC SCALE 07--096SP ,111 , h l�\ICI € III I V 20 0 10 20 40 80 I I I I € REVISIONS ( ! 1 Q `\--.•_ a- "- , -�_:{- I . � I I t s Jim h14112� €��1 i if€ €II II €IIIII 'I P.T. 2 I € € € I € I I I f 1 III€€€I11€�1 IIII{ 111 1 �€ ( IN FEET } N I I 1 170.50� +1 0.30 ; f 1 I I I € I 111 i € 1 ! l if 1 1 € I I I €III I! € I l i i i 1ch = o f �H of M,qs 00 I t / 114 ! ! f II f f III € 41iII Ill E ��`� A \ I � I J� / H #2 1Q I I I I !1 I \ I I r 1 1 1 1 €( 111111111 MCCLU a 100 / I J ! 1 f11lI )/ 1// lllllll/ I1/ � IIIIlII ► y � 1 1 / I / 1 f - ; ; I � 1 I � // / // ll fllllll 1 -� / // /// J / c 1 l 1 l l ! o / //j // �/ �f !! r�� fo ���.� !j l 11 !11! J ! f ! 1 !0 !cv DRAWN E31�C: \ ! \ 169.50 fl l {!f l �`111 f ! f 1! B 3 i 0 II I/,L- -, 1 111 full II111 I 1 ! I I 1 m DATE: 10 10 07 /' � \ ll 1 fflllfflllf f1lff "' SCALE: Ok © 1 1 1¢8.5� i �� I / ///,/) I// P lffl !f �r, n 1"=20' IYIIIIIIIIIIY111Y�YYY�411Y.Ywlp I��Y14q� SILT FENCE & STAKED/ ! f / o d HUNTL Y DRAWING NO: STRAW BALES! - ono �- E ASS OCIATES P.C. 17 .00� / / / / �i, �i, „ i / ! I / - SURVEYORS ENGINEERS LANDSCAPE, � / FQ / / ARCHITECTS C - 1 � 4 1fi .09 �h / / / / ���i�i �ii f S ♦// / // / ,011/ III/� /J J/ / SILT FENCE & STAKED c i G , ' ` I i I IN OUIf l .�5' ' /� iD/ / /j//J / Irhf � 169.00 STRAW BALES 30 iNDUSTRiAL DRIVE EASfi r %� l I 1 �`� /,� �ii �i,� �►�/ / NORTHAMPTON) MASSACHUSETTS 01060 a a ri 0 ri' Q. N i 00 j 00 00 co � 1 > to ILOLESTONE )SLAM �- � COBS o � � 000 p w- 00 E O i m 00 BENCH MARK TOWN OF AGAWAM DISC #9156 MAINTAIN EXISTING NGVD 1929 FRONTAGE LANDSCAPING ELEVATION-173.05 TO THE MAXIMUM EXTENT „ LEGEND ® CATCH BASIN ; ® DRAIN MANHOLE Q SEWER MANHOLE © TELEPHONE MANHOLE ��� p�E @ 3 HYDRANT WG WATER GATE r x GO GAS GATE n a Hi UP UTILITY POLE x x 3AI Q TS 3$C TRAFFIC SIGNAL 2 EHH © ELECTRIC HANDHDLE 1 NH o HANDHOLE (DPW) GUY GUY WIRE ® MONITORING WELL SIGN ~� o BOLLARD - s-' 1/S x LP LIGHT POLE -' _ SIGN GM ❑ GAS METER � giftilIV 3 x L� UNMONUMENTED POINTQ 4 x 0 IRON PIN FOUND := Y. • IRON PIN TO BE SET 3 4 18" TREE WITH TRUNK DIAMETER �e Q 3 BIT BITUMINOUS _ CONC CONCRETE ` GRAN GRANITE 2 2 �� 3 ISLANDS (TYP.)PROPOSED LANDSCAPE ' HR HANDICAP RAMP � x _ � _ X X—WALK CROSSWALK R=172.00 RIM ELEVATION I=166.00 INVERT ELEVATION r — 170x00 SPOT ELEVATION TC TRAFFIC CONTROL — - _ — JK REAL ESTATE, LLC - .- �'- s 4 Li - - - BOOK 13987 PAGE 179 RC REINFORCED CONCRETE -- . .f�*""':"'�*r- -�qw-�,�� -.`_ - ;� w _ VC VITRIFIED CLAY 3 • . ;. ;a `-- .4 • PLAN 800K L PAGE 48 PVC POLYVINYLCHLORIDE D DRAIN LINE ^- S SEWER LINE n�IHl x b LOCUS REFERENCE W WATER LINE 3 6 3A 18(1 G GAS LINE E ELECTRIC LINE a -LOAM AND SEED COLVEST—AGAWAM DEVELOPMENT COMPANY LIMITED PARTNERSHIP � BOOK 9167 PAGE 209 � - .j. T TELEPHONE LINE o ALL DISTURBED AREAS x x z "� BOOK 15761 PAGE 518 OHW OVERHEAD IMRE o x OH TS OVERHEAD TRAFFIC SIGNAL f PLAN BOOK 340 PAGE 118 UNKNOWN UTILITY DESTINATION ,� PLAN BOOK 256 PAGE 32 ALSO SEE: PLAN BOOK 62 PAGE 89 w Lli • 1 Y. 5 uCD l f '� �• • TOTAL AREA = 70,390 SQ. FT f _ ' - _ 1.616 ACRESf U 3 x (J� LOAM AND SEED = ALL DISTURBED SOIL Q o \ f O t•= - � z VICTOR J. SHIBLEY, JR. - - _. w � z BOOK 75460 PAGE 479 2 3 Q Q PLAN Baax 62 PACE 89 \ - 0 PLANT LIST \ S KEY QTY. COMMON NAME BOTANICAL NAME SIZE > 1 1 RED MAPLE ACER RUBRUM 2-1/2" TO 3" CAL. r 51� 2 15 DENSE SPREADING YEW PODOCARPUS 1$"-24" SPD, z z \ `s" 3 65 AZALEA RHODODENDRON 18"-24" SPD. z 4 2 EASTERN REDBUD CERCIS CANADENSIS 15'-30' HEIGHT v IP NOT FOUND ;�' 4'- ♦ 5 24 AMORPHA CANESCENS LEADPLANT AMORPHA 6-20' X 5-15' SPD. o 1 \ .. r. HIGH MAGNERC � NjF DIVA 514JOLv � � � ,-� � = _- s 3 RUR l SLIPPER§ CORNUS KMA KGREANISIS 26-36- X EQUAL gp6. - READING IN PAVEMENT BOOK 2780 PAGE 61 \ ; ; ; � � � �- : '►' PLAN BOOK 60 PAGE 5 - � _ SAVE NAME: � GRAPHIC SCALE o7096SP - i_ •." - �� 20 0 10 20 40 80 REVISIONS IN FEET � 1 inch -- 20 ft. � SHIBLEY REALTY CORPORATION ' IM ARK BOOK 2527 PAGE 199 \ 44w BOOK 2537 PAGE J57 p PLAN BOOK 60 PAGE 5 ' I E PLAN Boox 278 PAGE 71 �. DRAW IN a DATE: 9/7/07 NIF EDNA SHIBLEY b ' PLAN BOOK 60 PAGE 5 SCALE: I . 1"=20' 3 `'j; t HUNTLEY ASSOCIATES, P.C. DRAWING NO: ° ° ° ° ° SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST 105 NORTHAMPTON, MASSACHUSETTS 01060 a * HUBBELL IS NOT RESPONSIBLE FOR THE PERFORMANCE OF LUMINAIRES MANUFACTURED BY OTHERS. N 00 1 Luminaire Schedule OD Oa Symbol Qty Label Filename Arrangement Lumens LLF Description C 2 A2 L9632CR1.ies ROTATED OPTICS 36000 0.750 QTY 2 CR1-H40-H4 ROTATED OPTICS (Hubbell Lighting) w 4 A L9632CR9.ies SINGLE 36000 0.750 CRT-H40-H4 (Hubbell Lighting) a o 00 00 co 1� 2 B-HS L9616CR1.ies SINGLE 36000 0.750 CR1-H40-H3-HS (Hubbell Lighting) E U 0w o I .j 2 82 19614cr1.ies SACK-SACK 36000 0.750 QTY 2 CR1-H40-H3 (Hubbell Lighting) m 0 DO � 4 0 WG c GG TiEl 1 B 19614cr1.ies SINGLE 1 36000 0.750 CRT-H40-H3 (Hubbell Lighting) WG coaaLGG * El 6 081 M5336-760-11311P-MS250C.ies SINGLE 20500 0.800 M5336-760-11311P STONE Y 5 WPI APK-1 T4-250MH.IES SINGLE 20500 0.750 APK-250-M-6--GY UP#54B/28 x N❑ Ik GRlYR1� 1NG $r 6 G� � s�oJ ; Ago GR P Statistical Area Summar 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 �� 4.0 0.0 0.0 0.0 0.(# 0 0. 0.0 0.0 O,0 0.0 0,0 0.0 0.0 0.0 6.0 pg 4 0.7 0.8 0.3 0.1 ac1� �3� 25$,�27 0.0 a.0 0,0 Y HH TS ® -__'�W/RISER n n R.n n.Q 0.0 0.0 0.0 0.0 0.0 0.0 ORr�� C' o.o a.� �... �.� �.0 v �• -.v u.v v.0 v.0 u.0 c�.0 u.0 �.i o. a2 0.4 0.5 0.8 1. - Q1�0.0 0.0 0.0 0.0 4,0 0.0 Label - Description Avg Max Min Avg/Min Max/Min _(`� �\\ (}P#]60/35/25Tq � y o��+ p,OK 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .KKK 6"�0.0 0.0 w/eb5ER A TR O�OFO O�QR o 0 0.0 0- 0.0�0,0 0.0 0.0 0.1 0.1 p.t 0.1 � 0.1 4.1 0.3 01 0.1 0.0 0.0 0.0 0.0 0.0 0.0 CVS PARKING 1 FC MINIMUM 6.48 32.6 1.1 5.89 29.64 0.0 0.0 0.0 0.0 0.0 0.a o.c o.a as o.0 O.OGU9.O O.o�G 0.0 ao+0. 0.0 0.0 � 6.0 0.1 0.1 0.1 0.2 0.2 UY , _ . 0.9 2 3.6 Zo 0.7 Q4 Q2 0.1 0.0 0.0 0.0 0.0 50' RADIUS 3 FC MINIMUM 8.12 32.6 1.5 5,41 21.73 cL�Y P `� ITS e���� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 el- 0.0 0.0 e0.0 0. O.A 0. 0.1 0.1 0.1 0.3 0 Q4. 0.3 0.3 1 ZB 1.4 Q8 0.3 0.1 Q1 0.0 0.0 0.0 0.0 0.0 TC�B S 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 91 0.0 0.0 .0 .0 .1 :'lO 0.1 0.2 0.2 7 s8�� 0.9 0.5 0.6 1.2 21 4. 10.0 3.6 1.5 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Numeric Summary Y fo G a 0.0 0.0 0.0 0,4 0.0 0.0 0.0 0.0 0,0 ,0 0.0 0.0 0 0.0 0.1�\ .1 • rs 0.2 - 0. 2.0 8 1.1 0.9 1.0 1.4 22 4 �,O � 1.6 0.6 0.2 0.1 01 0.0 0.0 0.0 0.0 0.0 Label CalcType Units Avg Max Min Avg/Min Max/Min 3, rU JQ Q+ 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a 0.0 .0 0.0 0 Q1 GA 0.2 0.3 3r 2.5 3.3 3.1 4.1 3.0 20 !.3 1.6 1.5 3. 8.3 3,0 1.5 0.8 0.4 0.2 Q1 0.1 0.0 0.0 0.0 0.0 Calcpts Illuminance Fe 1.97 32.6 0.0 N.A. N.A. 0.0 0.0 G.0 0.0 0.0 0.0 0.0 .0 0.0 TS 0. 0.1 0. G �.1 0.1 0.2 �¢� / �P 4 4.1„ 2.1 4. 9. 11-3 .0 .2 1.7 1.5 1.4 2 �H1 1.0 0.6 0.4 0.2 0.1 Q1 0.1 0.0 0.0 0.0 T o.o 0.0 0.0 0.0 a.G o.o 'S S!, a o.o ,�01 0. 3} p, 0,4 0.8 2.1 2.8 3. 4. 9 .9 8 2.4 Z1 20 Z4 26 1.2 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.o 0.o 0.0 0.0 0,0 0.0 0. 0.0 0.0 0,D .0 0.1� 0 0.4 �� 1.2 2.7 Z7 28 2.8 22 2.9 MI 3.5 Z� ZO 2.7 3.2 2.4 2.9 28 1.8 1.2 1.1 0.9 0.5 0.2 0.1 0.1 0.0 0.0 Lurnlnaire Location Summary !A o.a o. o.aSJ" o. .o .a o.a 0. 0.2 3 .2 21 26 3.2 4.7 4.9 48 4.6 3.4 3.5 29 2-5 Z�;' 2.9 3,8 4.9 4.7 4.9 3,9 &1 26 1.6 0.8 0.4 0.2 0.1 0.0 0.0 0.0 SegNo Label x Y Z* Orient Tilt W� ��.�,, G�. ��3�0 WG 1 A 283.533 318.587 20 0 0 O,0 0.0 0.0 0. ° 0. k 0. 0.0 0.0 0.1 0.1 S Q5 oma 1.6 2.8 6.2 13.5 5.7 15. 12• 5. 3. 1 1 5 .8 26 4.4 9.2 14. 1 7 14 6 $.7 4.2 2.2 1.1 0.5 Q2 0.1 0.1 0.0 0.0 0.o G WG ,�- 14 SIGN 2 A 396.407 318.587 20 180 O 5�vo GG .0 0. 0.� &0 0.0 1 0.7 .7 0.8 1.2 Z3 5.9 13.7 22 12 8. 3. 1 1 .5 2.5 48 9.3 18 7 17.7 81 37 .8 0.8 0.3 0.1 0.1 01 a.0 0.0 0.0 m 1 3 A 201.918 297.662 20 48 758 0 k32 82 0 0.0 0.0 0.0 0.0 n 0 .0 .6 t.2 .9 1. 1.4 1.7 2.9 6.3 14.4 17.4 18.3 14.9 ,4.E 2.5 1.7 2.2 3.9 B.6 11.8 19.4 16 2 17.E 8 9 3 9 ZO 1.0 0.4 0.2 a1 01 Q1 0.0 0.0 4 A 29s.207 100.898 20 22068 0 UP �Gy� @ WG 0.0 0,0 0. P�o.0 .0 0.0 0,0 .5 1.1 Z4 3 8 4 26 3,4 6.7 11.2 15.1 11.5 Z&>&6 14 2.5 3.0 5.4 7.3 10.7 15.1 12.7 7.6 4.2 28 2.6 1.5 0.8 0.4 0.2 0.1 0.1 0.1 0,0 5 A2 251.046 261.986 20 0 0 HH 0.0 0.0 0.0 0. 0.0 0.0 0.0 ZO 4.7 6.6 &0 4. 1 Z 9.j 1Z 6. 4, 6 LS 4.1 $.0 id. 1 4.1 6.8 24 1.4 1.3 1.3 1.1 0.6 0.3 0.2 01 0.1 0.1 6 A2 25241 190.029 20 0 0 7 B 421.124 93.049 20 120.964 0 0.4 O.o 0.0 0.0 0. 0.0 1.1 4, 11.3 10.7 7.3 4.9 3. 1. .6 4. .9 16. 10. 6. 3. 118 .5 3.5 5.5 9.4 15. .3 5 18 1.2 to 0.8 Q6 0.5 0.3 0.2 0.1 0.1 0.1 a c UY � t 8 B-HS 400.58 425.75 20 0 0 0.0 .0 .0 0.0 0,0 0.0 0 3 6 1 16.5 6 4.T` 2 4 1.7 27 �` .9 3.7 2. 1.6 1.2 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 g B-HS 331.909 407.675 20 270 0 P 32 3 0 0 0.0 0.0 p0 RI 0.0 1 0.6 7. A 1 . 5.! Z2 22 Z5 2.9 15 ���� 7.1 3. 22 1.4 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 10 82 283.333 350.669 20 90 0 a11 B2 398.947 350.045 20 90 0 0.0 0. 0.0 O-e .0 Q7 0.1 0.7 2.7 2.8 1. 1.4 3.7 7.1 �pi 7.9 &0 4.4 �7 �� 1 12.8 5.1 27 1.6 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 n Q r�• 1a 12 081 402.278 155.404 11.5 315 0 �G-0 0.0 0.0 G .0 .0 0.0 0.0 o 0.1 ( 1 0.3 0.8 0.7 1. 24.0 , 5 14.8 11.1 5.0 29 1.8 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 GG G 13 OB1 407.983 161.159 11 11.5 315 0 0.0 0.0 0.0 0 0)C OJT PAVO£MER-Po 0 0 .0 0.1 0.1 Q2 0.4 1.6 10.5 29.9 1S.0 N. 4.6 4 54 19 2.9 2.0 1.3 0.8 0.5 0.3 Q2 0.1 0.1 0.1 14 081 400.309 163.532 11.5 315 0 U) EHH UP 25/ P 0 0.0 0.0\0 0.6Q � 0 o.0 0.0 0.1 0.2 1.2 20.5 13.4 8.8 4.8 6 7.0 4.1 29 2.0 1.3 Q8 0.5 CO 0.2 0.1 0.1 0.1 15 OBI 394.806 168.985 11.5 315 0 0 W/RISER � 16 081 400.461 169.187 11.5 315 0 0.0 0 0.0 0.0 0.0 0.0 c, .0 0.0 0.b, .0 0.0 0.1 0.1 0.5 6.3 6.1 &8 3.6 8 1Z5 &3 Z9 1.8 1.2 0.7 M5 0.3 0.2 0.2 0.1 0.1 'S \ 19 17 081 394.75E 163,128 11.5 315 0 W 0. .0 0.0 0.0 0.0 0.0 0.0 .00G@¢� 0. 0 0.0 0.1 0.3 32 24 11.5 5. 28 1.7 1.1 OJ 0.5 0.3 0.2 0.2 0.1 0.1 18 wPI 400.103 277.34-4 is 0 0 r� 0 z .0 0. 0.0 0.0 0.0 0.0 0.0 0.a .0 �,�� 0. 8M 0.1 0.3 .2 27 3.1 3 2.6 PR POSEDBUILDI+�G .5 44 3.5 2.6 1.8 1.2 0. Q CVS8 0.5 0.3 0.2 0.2 0.1 0.1 19 WP] 400.103 236.725 19 O 0 Z 13 225 SQ.FT. 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 Fd- ,1 0.4 24 4.7 6.7 6.4 (�-STORK 3 3.8 3.0 Z5 1.9 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.1 20 wpi 400-103 189.008 19 0 0 -� O.v C.0 0-0 .0 0-0 VIC$t t J OS}lIBL6Y3 JR0.0 0.0 0.0 0.1 0.1 0 8 6$ 18 2 225 14.5 3 8 9 4.4 8 1.8 1.1 0.7 0.5 0.3 0.2 Q2 0.1 0A 21 wP1 316.989 151.984 19 270 0 o� �Q (n \ BOOK 15460 PAGE 479 22 wp1 364.653 151.984 19 270 0 I Q � P Aj,I ao 62 PAGE 89 0��'L Z 0.0 0 `OA-0 0.0 0,0 0 0 0.0 0.0 o 0.0 0.0 \°+6�, 0.2 1.1 9.3 a 3L6 17.4 6 14.3 6.3 2 1.8 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.1 A9c 0.9 76 20. 25.2 i5.5 .2 5 2 B 17.7 6 9 4 t,8 1.0 0.6 0.4 0.3 0.2 Q! 0.1 Q1 Q UP \ \ t \ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ao 0 0.0 0.0 .0 0.0 0.f,-' 0.4 2.7 5. 7.3 6.6 4.3 • 16 1 8.9 2 1.7 1.0 0.7 0.5 0.3 0.2 411 Qi 111 POLE SPEC: W Q \ • • `p.o O.O o.o STUCCO Q. o.o fl.1 a2 1.0 1.8 2 7 3.0 2 3 9.1 6 1.4 0.9 0.8 0.6 0.3 Q2 Q1 Q1 0.1 TYPE A2 and B2 - SSS- 17---40-1 -C2-XX 0.0 o.a o.0 0.0 0.0 0.0 lP NOT FOUND \ N/F EDNA SHIBLEY BUILDING • OBI HIGH MAGNETIC x TYPE A,B,B-HS - SS- 17- 40- 1 - A2- XX READkNG IN PAVEMENT �Q.O 0.0 1 @SJK 00 _AG J.� a.\0.0 0.0 0.0 0.0 .0 fl.0 0.0 0.1 Q4 0.$ 0, 1 1.4 1.5 9: 12$ ffi.9 8 2 1,4 !4 .5 ! ae12Q0 4.8 8 1.2 1.0 1.1 Q8 0.3 0.2 0.1 0.1 Q1 \ PLAN BOOK 6 1 • 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0, a.0 0.0 0.0 0.0 0.0 0.0 0.1 0.! 0.2 0.3 0.5 1. 3.8 9. 5.. fill .0 10.6 6.5 4.6 4.8�8 23 1.2 1.5 1.0 0.5 Q2 0.1 0.1 0.1 0.1 U z 0.4 O.�E3 0.0 0.0 0,0 0.0 0.0 0.0 0 0,0 0.a 0.0 0.o 0.0/0.0 0.1 Q1 0.2 Q4 1.8 3.7 6.0 7.3 5.6 3.6 3.B 4�6 4.7 3.6 25 1,9 1.9 1,8 .3 1.7 1.8 0.$ 0.3 0.2 0.1 0.1 Q1 0.0 0 LU 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a.o 0.0 0.0 0.0 0.0 0.1 0.7 0.3 1.1 29 5.9 7.8 7.3 5.5 3.6 2.8 Z7 26 24 21 1.7 1.8 22 2.8 1.4 0.6 0.3 0.2 0.1 0.1 0.1 0.0 Q SH!BLEY REALTY CORPORATION ' J Q 0. BOOK 2527 PPGF 'g§ 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0X 0 a.0 0.0 0.0 0.0 0.0 0.1 .1 0.3 1.6 0 15.2 12.5 7.9 5Z 3.7 2 1.9 1.7 1.7 2.0 2.4 2.6 4.7 7 3.7 1.4 0.7 0.4 0.2 0.1 0.1 0.0 0.0 E300K 2537 PAGE 357 �\ PLAN BOOK 60 PAGE 5 PLAN BOOK 278 PAGE 71 0.0 0.0 0.0 0.\ 0.0 0.0 0.0 �0.,0) 0. 0 0,0 0.O 0.0 o.o 0.0 0.o 0.0 0.1 [0.1 0.3 1.4 6.5 2 15.2 8.8 5.5 3.8 2-1 1.6 1.5 1.$ 4.0 1.8 0.8 0.4 Q2 0.1 0.1 O.o 0.0 N/F EONA 5HIBL.EY SAVE NAME: 0.0 0.0 4.0 0.0 0 0.0 o 0.4 0,0 0 QPQAN QoOK 6® PA§O 5 0.1 0.1 0.2 0.7 4.4 .0 5.3 37 28 1.9 1.7 1.9 2 11.1 7 4.1 1.5 0.7 0.4 0.2 0.1 0.1 0.4 0.0 07-096SP 2 0.0 0.0 0.0 o.a o 0 0.0 0.0 0.0 0.0 a.0 0.0 0.0 O,o 0.0 0.0 ao 0.1 0.1 0.2 0.3 1.3 Z ° ° � � -�.3� •�•�■6. •8 21 1.3 0.6 0 3 0.2 0.1 0.0 0.0 0.0 REVISIONS 0 0.0 0.0 a.a 4.0 A 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 M7 0.9 Q8 0.8 0.7 gp(@E(b.5AfiiA o.9 1.S 22 24 1.5 08 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 N E 0.0 0.0 0.0 0.0 0.0\ 0.0 0.0 0.0 0.0 O0 A 6' 0.0 0.0 G.0 0.0 0 0.1 0.1 0.1 0.1 M3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.4 0.6 0.8 1.0 1.2 0.8 0.4 0.3 0.2 0.1 0A 0A 0,0 0.0 0,0 / Graphic Scale 30 15 0 30 60 I. THIS LIGHTING DESIGN IS BASED ON LIMITED INFORMATION SUPPLIED BY OTHERS TO 14UBSELL LIGHTING. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUAIJZATION AID. FIELD DEVIATIONS MAY AND/OR SIGNIFICANTL SPECIFIERAFFECT P EDIC I.E FOR THE PROJECT.PRIOR TO iNSTALLATION. CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION. MOUNTING HEIGHT. ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR / EDNA E. SHIBLEY 2. f� ED RE DATA IS TEST TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP. BALLAST, AND LUMINAiRE MAY AFFECT FIELD x BOOK 8397 PAGE 496 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. DRAWN f FROM DRAWING Nus. �• mrvo 270• P N C VS #859 6BBELL ALU DATE: 10/02/07 NORTH AGAWAN, MA HubW1 Lighting, in,- GR�;yu N1� MV° 0736987 SCALE: a 1 29607 DRAWING NO: C - 1 06 H O d O n O - PARKING SIGN pp � FOR HANDICAPPED F � SECTION B HANDICAPPED $�� co ACCESS AISLE 00 TOPSOIL OR WALKWAY 7„ 1» SEE PAVEMENT DETAIL � x B A (SEE PLANS) > in c0 g' O C © n SECTION CO MIN. dII- � � � =E ] ! � 4 � � w ECTIO A o 6 �- I'Iff�IIII 1 R- o U c , AEI RL COUP1- Il I Q 18" o 1 SQ.FT. OAK POST B FiL�ER E�gR4 pOST)�O D -11=1 I f o o°o�\V\\\ o goa ° °°. � i SUPPORT NET INDUSTRIAL �S7.ApLED 0 OR ppP I 0 o pa°O 0% �° O O O POLYPROPYLENE Mx?, 1� � L a° 0 d O ° .41 FILTER FABRIC EQVAI �-�'-1 f - - °o °o o' MI F 1 OR I II I!� �I1I=11 _ ° o ° °° 0 , 0 RA I 00 APPROVED EQUAL 10N SEC _ I III 1 LITIII-_-_ C g GRANULAR BACKFILL S 12" SUBBASE CEMENT CONCRETE iy BACKFILL CURB / COMPACTED DU©OriADC RAC`ICFkL,L N 5' 8, PRECAST CEMENT CONCRETE CURB `0 8' WITH VAN N.T.S. HANDICAP STALLS 6" N NOTES: 4" CONC. 3,000 PSI (INTERIOR), TEMPORARY SILTATION BARRIER 4,000#, CLASS D (RIGHT OF WAY) 1. ALL DIMENSIONS TO CENTER OF 4" PAVEMENT STRIPING. 6X6XW1.4XW1.4 WIRE Li PRIOR TO INSTALLATION OF BALED STRAW, FABRIC - 1 LAYER SCORE CONCRETE AS 2. ALL STRIPING SHALL BE 4" SOLID WHITE PAVEMENT MARKING DIRECTED IN FIELD N.T.S. PAINT UNLESS OTHERWISE NOTED. 3/16"/Fr. Z,*,� 3. CONTRACTOR TO ENSURE HANDICAP ACCESSIBLE PARKING SPACE 9 • - • SHALL HAVE A SLOPE OF 2% OR LESS IN ALL DIRECTIONS. .p v n v• ;v• • n a ay SILT FENCE HAYSALE O o O O p ° 0° Q°' �Oa 0 0 0 . o ° n 6" LOAM & SEED o HANDICAP PARKING STALL �. 0 ° ° 0 0 • ° oo ° N.T.S. 8" GRAVEL BASE FLOW STAKE HOT MIX ASPHALT 6" LOAM & SEED (TYP.) 5' MIN. COMPACTED SUB-GRADE WOOD POST CURB TYPE 2 O SEE PAVEMENT DETAIL CONCRETE WALK SECTION TOP VI E UU < I 1 ' N.T.S. WOOD POST 45' 8' O.C. (2) 2"x2"x3' STAKES PER BALE JOINT SEALER CONFORMING TO ASTM D 1850 OR " FED. SPEC. SS-S 1401 1/2» 12" COMPACTED GRAVEL 1/$ HAYBALES BUTT TOGETHER - n j » � • D p a I— „ 1/8 R A D b a e 1 r � SILT FENCE D. • c D. ' ' : a , - : a' . ; ° ",° V ! FLOW HOT MIX ASPHALT CURB TYP E 2 - _ _ - a a a ' n � ... e' ' a' D P D N.T.S. oD. v ' a L__j < ij E W PROTECTED AREA 6" 6" PREMOULDING EXPANSION 0:T UIT --- 0 TOPSOIL JOINT FILLER CONFORMING Z 6"x6" TRENCH WITH CONTRACTION„�blT EXPANS M JOIN! TO ASTM D1751 OR D1752 z BACKFILL IN PLACE O SEE PAVEMENT DETAIL �- � U g" '--'- - a ` EXPANSION JOINTS PLACED 030' MAX. OR AS DIRECTED BARRIER UU MIN _� —� I c .6„ AND AT EACH CHANGE IN THICKNESS AT DRIVES < TEMPORARY SILTATION � ,hI, 110 0 STRAW FOR EROSION CONTROL � !; ; IIoe 4 CONCRETE WALK JOINT DETAILS BALED o w = N.T.S. I—III o ,ao, ° .°. N.T.S. z f� 1oo C. 0 oe o° °oo O Illlf�II000 o 00 ■ ■ r r ° > C W pO o °O Oo o po .° e °° .o • °0 °O -k�—O °O 0O 000 Z ■ ■ ■ GRAVEL SUBBASE z0 ��lfl RIM-1 =1I I�II1—II9—��_� 1:12 z GRANITE CURB i4 i1IIII III l�lllill�II fl EMI 1:12 CEMENT CONCRETE `� ' -' TYPE VB CEMENT CONC. WALKWAY MAX. MAX. 0 o IN I ■ .GRANITE CURB _ 2 MAX. 6" T p. SAVE NAME. BCON CURB N.T.S. 07 _0s6SP 5,—On EDGE OF PAVEMENT REVISIONS 1-1/2 HOT MIX ASPHALT 'MODIFIED PLAN TOP COURSE, CLASS 1 HAY BALES HELD IN ''' •(HOFMq PLACE WITH 2"x2"x3'-O" 1 1/2 HOT MIX ASPHALT -CEMENT CON C. AD A WHEELCHAIR RAMP MARK STAKES - 2 PER BALE BINDER COURSE, CLASS 1 N.T.S. oMCCL cl N .9. 1 4 N 4 -0" 0 . o ° . o ° 0. o °O O O G O. 4 0 0 DITCH o 0 ° g o 0 0 0 14 /d�0 DRAWN 0. 0 o q ° 0 o 0 0 �' A SECTION B—B ° DATE: 8/1 0/07 3 .o BALED HAY FOR EROSION 10" BASE COURSE MATERIAL, SCALE: N.T.S. 4 SUPPLEMENT W/GRAVEL BORROW 3 CONTROL IN DRAINAGE D! TCHES AS REQD MHD M .03.1 OR M1.110 , DRAwiNG NO:HUNTLEY ASSOCIATES P.C.N.T.S. PARKING LOT PAVEMENT SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS5 0 2 30 INDUSTRIAL DRIVE EAST ���� N.T.S. NORTHAMPTON., MASSACHUSETTS 01060 c� a PLUMB & ROTATE VARIES PIPE RESTRAINT SCHEDULE FOR HYDRANT AS REQUIRED PIPE BEND FINISHED GROUND BURIED PRESSURE PIPES© PUMPER CDNNECTION A AS SPECIFIED GRADE N TRAFFIC FLANGE SHALL FACE THE ROADWAY CL 9) DESIGN FORCE 00 TRENCH � - LENGTH OF RESTRAINT REQD (FEET) ON RESTRAINT 00 cQ CONCRETE COLLAR EDGE a 1REQD KIPSo� o X ©� COMPACTED BACKFILL NOTE : DEFLECTION 90 90 �- NO COUPLING JOINT z �G� 22�2 33 3� 4� 56� 67�2 7$ /4 OR 45� OR AS RECOMMENDED BY SHALL BE COVERED 2 PIPE TEE TEE b lei ' m (o MANUFACTURER _00 wrTH colvcErE II o PIPE BEND 6" 3 fi 11 16 23 29 37 2:0 5.0 o 0 (ADD EXTENSIONS `� AS REQUIRED) FINISHED GRADE in 8" 4 8 15 22 31 41 50 3 9.0 I` v l ! BEARING SURFACE » `..4 - 10" 5 11 18 28 38 49 61 4.0 14.0 -�,° o I!I co ADJUSTABLE VALVE BOX ":,, -0 OC 6 MIN. 12 6 13 22 33 45 59 73 6.0 20.0 ._ E 0 14" 7 14 25 37 52 68 84 11 8.0 28.0 ALL JOINTS D.I. ANCHORING 16" 8 1fi 28 42 59 77 95 KEEP DRAIN SHALL BE z 11.0 36.0_ HYDRANT TEE (MJ x MJ tiLa HOLE CLEAR RESTRAINED x RESTRAINED BRANCH) CONCRETE BACKING 18" 8 18 31 47 66 86 107 14,p 46.0 AGAINST UNDISTURBED 20" 9 20 35 53 73 95 118 17.0 57.0 CONCRETE BACKING AGAINST MATERIAL (SSE CHART I _.___� FOR MIN. BEARING HYDRANT ELBOW & AGAINST 12" � , 24 11 23 40 61 85 111 138 24.0 81.0 SUITABLE UNDISTURBED CONCRETE BACKING BEARING SURFACE AREA) TYP. SECTION A - A 30" 13 29 50 75 105 136 17D 37.0 127.0 MATERIAL OR COMPACTED ; ., • AGAINST SUITABLE SURFACE e o ; UNDISTURBED MATERIAL PLAN VIEW FILL {MIN. WIDTH 2 -6 ) OR COMPACTED FILL 36" 15 34 59 88 123 160 199 54.0 183.0 o• o p O• • •A -.`: •° 6" D.I. 42" 17 39 67 101 141 184 223 73.0 250.0 co I I f I -;•_ p o ,•e 9 48" 19 43 113 157 206 255 96.0 326.0 •a _ TEE 75 P .d 8" O THIS TABLE 1S BASED ON A TEST PRESSURE OF 180 PSI (OPERATING PRESSURE + WATER HAMMER). FOR OTHER TEST PRESSURES, ALL VALUES TO BE INCREASED OR DECREASED PROPORTIONALLY SOLID CONCRETE BLOCK 6" GATE VALVE NOTE. USE CONTINUOUS PIPE SECTION Q IN EACH DIRECTION FROM POINT OF DEFLECTION EXCEPT FOR TEE (SEE DETAIL) BETWEEN GATE VALVE AND HYDRANT AT WHICH ONLY THE BRANCH IN THE DIRECTION OF THE TEE STEM. PROVIDE 10 CU. FT. OF 1/2"--1" IF LENGTH IS LESS THAN 18 FEET. CRUSHED STONE OR SCREENED 4 GRAVEL TO AT LEAST 6" ABOVE ALL JOINTS TO BE RESTRAINED Q3 IF TIE RODS ARE USED, USE 4 RODS MINIMUM AND ADD BAR DRAIN HOLE - DIA AS CORROSION ALLOWANCE. • 4 . lil TYPICAL HYDRANT VALVE DETAIL Ifl� MINIMUM AREA OF BEARING FACE OF � "L" CONCRETE BACKING CONCRETE THRUST BLOCKS INSQUARE FEET N.T.S. AGAINST UNDISTURBED MATERIAL (SEE PLAN VIEW OR MIN. BEARING ART SOIL BEARING SURFACE AREA) TYP. PIPE SIZE 1,000 LBS./ 2,000 LBS./ 4,000 LBS./ FINISHED HORIZONTAL THRUST BLOCK DETAILS (INCHES) SQ. FT. SQ. FT. SQ. FT.GRADE DEAD END, TEE OR HYDRANT N.T.S. 4 OR LESS fi 3 2 WATER MAIN 6 11 6 38 20 10 5 CORP. STOP 5" MIN. 12 34 17 916 60 30 15 1/4 BEND - 90• 4 8 4 2 4 2'-0 !0 8" VALVE z X COVER FOR ACCESS TOB�LEANOUT 6 16 8 4 CURB BOX TO BE CENTERED IN $ 28 14 7 12 5fi 28 14 V2" SERVICE LINE o ADJUSTABLE CONCRETE ANCHOR 16 100 5p � TYPE "K" COPPER TUBING I SERVICE BOX PAD AND FLUSH WITH 25 � FINISH SURFACE 1/8 BEND --- 45' � FINISH GRADE 4 4 2 1 � J PLAN 6 9 4 2 J Q CURB STOP C-q 8 14 7 4 W_ I-•- 12 32 16 8 1 Li MAIN HOUSE 6" THREADED PRESSURIZED 16 60 30 15 0 0 SIDE SIDE POLYETHYLENE CLEANOUT. 1/16 BEND - 22 1/2. OR LESS z Z r 4 2 1 1 CL. 0 2" BRASS 6 4 2 1 Cf3 J CORPORATION STOP CONNECT TO EXISTING = 8 8 4 2 I U SERVICE. SUPPLY I-- 12 15 8 q. D WATER MAIN FITTINGS AS REQUIRED © 16 30 15 8 S CTION 6" 45• PVC ELBOW W :�E (f) NOTES THRUST BLOCKS cr_ Q Z TYPICAL WATER SERVICE CONNECTION 1 . FIGURES BASED ON 300 PSI OPERATING PLUS SURGE PRESSURE. {I) Q CD Ld N.T.S. 8" x 6" HDPE WYE 2. CONCRETE SHALL NOT BE DUMPED OVER THE FITTING. THE BLOCK C Q Q MUST BE FORMED. z z � 3. RETAINING RODS OR RESTRAINED JOINT PIPE AS APPROVED BY THE ENGINEER ¢ SLOPE=i/4"/FT z 8" HDPE 8" HDPE MAY BE USED IN PLACE OF THRUST BLOCKS. v 6" MiN, o FINISHED GRADE 4. PLACE 15 L.B. ROOF FELT BETWEEN PIPE AND CONCRETE. `E f 6" NOTE: PROVIDE PROPER PVC AND HDPE CONNECTION 5. CONCRETE SHALL NOT COVER PIPE JOINTS. i SAVE NAME: CLEANOUT FOR DRAINAGE LEADERS 07-096SP CONCRETE COLLAR 1N 6. ALL BENDS, TEES, HYDRANTS AND DEAD ENDS SHALL BE BRACED WITH NON-PAVED AREAS ONLY CONCRETE THRUST BLOCKS OR SUITABLE RESTRAINING DEVICES. N.T.S. REVISIONS > U 7. BEARING AREA IS AREA OF CONCRETE IN CONTACT WITH WALL OF THE CH ADJUSTABLE VALVE BOX H x L. zkAOF�jA GATE VALVE 8. HEIGHT (H) AND LENGTH (L) AS REQUIRED TO OBTAIN AREA I LWK N � (MJ x MJ) L TO BE APPROXIMATELY 2 TIMES HEIGHT pqJ 00 iV 0 9. ESTIMATED SOIL BEARING LOAD IS 2000 LBS. 747 0 N 9FCxrST � N NOTE: SSlOrdAl.� 1. ALL VALVE BOXES LOCATED 1N d !v �'� DRAWN A WATER MAIN NON PAVED AREAS SHALL BE 3 ENCASED IN MIN. 6" THICK CONC. 6" ALL AROUND. DATE: 8/10/07 4 CONC. BLOCK 2. SET VALVE BOX FLUSH IN PAVED SCALE: AREAS, N.T.S. 3 TYPICAL BURIED VALVE HUNTLEY ASSOCIATES P.C. DRAWING NO: d N.T.S. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS - 503 0 30 INDUSTRIAL, DRIVE EAST U NORTHAMPTON, MASSACHUSETTS 01060 n o CONCRETE COLLAR LIMIT OF EXCAVATION Q (SET AT FINISHED GRADE) E LID (AS REQUIRED) 22.5't t as A-A SOLID WALL HDPE CLEANOUT > � � (6-INCH DIAMETER) 12 HDPE PIPE 12"0 HDPE PIPE 10"0 HDPE PIPE a 00 FROM STC#900 FROM CB 2 (STC 450i) TO EX. DMH ;r- 1- 00 E U I LATERAL C—C 16fi.00 166.00 166.00 $ L 165.00 165.00 165.17 °7 (a 00 UP Itu a `0 U%;a 163.506 - 163.50 163.50 SECTION A—A d (IN} (IN} (ouT) CLEANOUT 2.5' CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, z I IKIDI�TURRFr) COl�1Pf�CTED EIV MAX. 8 LOOS� LIf T3 TO 95% OF MAX. DRY DENSITY EARTH w -H -H w 0 3/4" TO 1-1/2" ui N GRAVEL (TYP.) o SEE PAVEMENT DETAIL ir o v 30" ADS N-12 PIPE z PERFORATED °,:'.�--• •'.,;.::;::=:- ':^�'=.� =� '-_ `..:•:-r �-,= �-'==�� -� NATIVE SOIL/BACKFIELD CLEANOUT (TYP.) 9" MIN NOTE#19 30.0" I.D. GEOTEXTILE FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL 30 I.D. ADS N-12 PIPE 12 MIN PERFORATED B—B 3/4" TO 1-1/2- GRAVEL 45" 60" A 4---I TYP TYP 30" 90' BEND 30" DOUBLE CROSS---SECTION VIEW COMPONENT SYSTEM 1 17.5't TYPICAL CLEANOUT N T S PLAN VIEW SPREAD NOTES 1. ALL RETENTION AND DETENTION SYSTEMS SAAI.T, BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC — PLANT SO THAT TOP OF ROOT PIPE FOR SEWERS AND OTHER GRAVITY FLOR APPLICATIONS", LATEST EDITION. (J} BALL IS EVEN WITH THE U) FINISHED GRADE 2. SYSTEM TO UTILIZE MINIMUM OF 275 LINEAR FEET OF 30" DIA. PERFORATED PIPE. - "\/ 4" SCH 40 STL PIPE FILL a --� PAINT ALL CUTS OVER I" DIA. CONTRACTOR TO VERIFY SYSTEM LAYOUT PRIOR TO CONSTRUCTION. W/ CONC. & FOUND TOP W Q 3. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. z EL W 2 STRAND TWISTED 12 GUAGE Q GAL. WIRE ENCASED IN 1" DIA. 4. FOR MORE DETAILED INFORMATION, SEE ADS TECHNICAL NOTE 2.120, "STORM WATER o RUBBER HOSEDETENTION/RETENTION SYSTEM DESIGN", OR CONTACT ADS REPRESENTATIVE, I Z HARDWOOD STAKES 0 2 STAKES 2" X 2"DRIVEN (MIN. 18") FIRMLY `f INTO SUBGRADE PRIOR KRAFT PAPER TREE WRAP SUBSURFACE STORM WATER INFILTRATION SYSTEMS I 0 TO BACKFILLING FROM TOP OF ROOT BALL N.T.S. J STAKE ABOVE FIRST BRANCHES TO FIRST BRANCHES Q OR AS NECESSARY FOR FIRM MULCH, 4" MIN. _ -_ - _. SUPPORT _ _ ~W M FORM SAUCER WITH Z 6" HIGH CONTINUOUS RIM - _ I I III�E]�I I I i iI I �•- SPECIFIED PLANTING MIX "'I I-III I 1= = - '� " j ` _ —III�III_ 46 WATER & TAMP TO �I I I III=III _ 111I `fl - dREMOVE AIR POCKETS - =-. U Q ¢ I—! I I III—i I—I 1 I - - -� , UNDISTURBED OR - _ _ •� 24" DIA. MIN. 2500 PSI Z NOTE: I I ICI I I„ COMPACTED SUBGRADE ; = 4 . ~ . CONCRETE z STAKING AS REQUIRED 2 X BALL DIA. d_- - - • - "4 . U < a-Y .A 0 TREE PLANTING - VERTICAL STAKES SAVE NAME: N.T.S. 07-096SP NOTE: PRIME AND PAINT BOLLARD W/ KEM KROMIK UNIVERSAL HANDICAPPED _ _ " E PRIMER AND (2) COATS OF INDUSTRIAL ENAMEL SAFETY REVISIONS `3 PARKING 6 - STORM DRAIN HDPE PIPE YELLOW—BY SHERWIN WILLIAMS OR EQUAL GRAVEL BORROW �N OF SPECIAL PLATE REQUIRED fl o GEOTEXTILE FILTER FABRIC pa � MA G UNAUTHORIZED VEHICLES N '� '` MIRAFf 140N OR APPROVED EQUAL TYPICAL BOLLARD DETAIL CC ;o� " MAY BE REMOVED AT N.T.S. ' .4 ch FORM SAUCER WITH wo o 4" MULCH OWNERS EXPENSE 00 3 HIGH CONTINUOUS N I I IEEE ! IEI I 11 I_I I FII SPECIFIED PLANT __ =_ 111i=iIII=I I�- NOTE: 18"x12" REFLECTIVE ALUM. ADA HC SIGN. 2'+D l rd off- DRAWN BI�: MIX. WATER & TAMP- I I—II. -:' _ = = ,=i I I=I I I� 3M'S ENGINEER--GRADE, REFLECTIVE FILM. TO REMOVE AIR slGl`I ALUMINUM THAT Is 80 MIL THICK. =I I M I M I M 1 I—I I I-1 DATE: 10/10/07 I I_— BLUE BACKING. I,;111—III=III—IIIII PERFORATED PIPE I11=111-! SCALE: COMIPACTED SUBGRADE ADA HANDICAPPED SIGN GROUNDWATER DRAIN N.T.S. N.T.S. N.T.S. HUNTLEY ASSOCIATES, P.C. DRAWING NO: SHRUB PLANTING SURVEYORS ENGINEERS LANDSCAPE ARCHITECTSC -N.T.S. 504 30 INDUSTRIAL DRIVE EAST �3 NORTHAMPTON, MASSACHUSETTS 01060 a 4 MANHOLE FRAME AND ( COVER AS SPECIFIED BED MORTAR TYP) STANDARD MANHOLE •FRAME & COVER � A 8" (TYP FINISHED GRADE POURED OR HAND PACKED 24"+1" l� a INSIDE FAGS NON—SHRINK GROUT I OF MANHOLE HALLEMITE, WATERPLUG, DIA. BRICKS MAY BE USED FOR 5TORMCEPTDR COVER04 s; •.•: EMBECO OR APPROVED EQUAL GRADE ADJUSTMENTS. FORMED =�_ AND GRATE ao BRICK FOR OPENING :. .• CONCRETE ENCASEMENT TO FRAME TO BE SET IN 00 OD GRADE ''-- 12" EACH SIDE OF PIPE ADJUSTMENT FULL BED OF MORTAR GRADE ADJUSTERS TO 32 0 RECAST TRANSITION "A» 5" MIN. SUIT FINISHED GRADE 5" SEE MOTE1 04 :. SECT#ON OR BARREL TYP. 8}� 6" OIL SECTION WITH PRECAST 6"0 OIL UT Q O TOP SLAB 18"--24" STEPS!' MANHOLE 00 A4 30" I I 6 O co PIPE SECTION INTO WALL Io 0 O JOINT `- �" , 6 ;r= } co I I a e . . .f�� .c•.� . '` _ MANHOLE WATER STOP f!� 72"0 7" 0 V I LLl i :; LJ cASKEr AND �s SEE JOINT DETAILS STORMCEPTOR� VAR im 0 1 d• - -` "T i` ' ' is STAINLESS STEEL CLAMP INSERT D� O CO MULTIPLES OF '-8-"I � - � 2% 3', 4', 5' 4 rINLET » " OR 6' LENGTHS - MI�MUM MAwMUM STUB LENCTH HEIGHT OF RISER 8 +1 DIA. 18 6 SECTIONS VARY WEIR OUTLET AS REQUIRE - "- 48 NlMUM �: GASKET AS SPECIFIED PIPE MATERIAL -A' (MAX.) RUBBERIZED BITUMEN SEALANT �T ` CONCRETE ENCASEMENT c :=3: FROM 1' TO 4' 6" ;41 " MINIMUM DI 4•_6. _ 2" CLEAR a ORIFICE .' MIN. 0.12 SQ. IN. STEEL PI ATE RUBBER GASKET MA HOLE SHELF ELEVATION SAME AS INSIDE FACE 5" MIN, PER VERTICAL FOOT, PLACED PER ASTM C 443 t RUN PECIFIEp CROWN OF HIGHEST PIPE OF MANHOLE NEOPRENE Boot ACCORDING TO AASHO `� ' DROP TEE 8" MIN. DESIGNATION M199 INLET PIPE " N SEE PIPE CONNECTION _`;,= #pis STAINLESS STEEL CLAMP 24 0 DROP OUTLET CO NEGOON DETAIL DETAILS OPENING-��� " ' 21" MAX. a. QUTLr FIDE =a= Y__ : OUTSIDE OZEDF PIPE DIA. PIPE ,� 1-3 # BAR AROUND OPENINGS 6" MINIMU ALUMIINUM OR A» +2 CLEARANCE FOR PIPE 1$ DIAMETER AND 4� TO fi" E STEEL KORBAN Se �p OVER, 1" COVER 8" °•Q " d OVERLAP BRICK CHIPS & MORTAR OR SECTION THRU CHAMBE �- - JOINT PROVIDE "V" OPENINGS CEMENT CONCRETE CLASS "A", NOTE r IF HAND MIXED SEE STANDARAR i. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED NDED �� .:;_ ,_. :� -,. `� PROVIDE BITUMINOUS PIPE OPENINGS TO BE SPECIFICATIONS. AT THE INLET AND OUTLET WHERE APPLICABLE. 6" 12 MINIMUM •-'" u•. COATING ON PRECAST IN RISER SECTION SCREENED EXPOSED METAL 2. THE COVER SHOULD BE POSITIONED OVER THE OUTLET GRAI/FL KOR—N—SEAL BOOT DROP PIPE AND THE OIL CIEANOUT PIPE. BRICK OR 6» MINIMUM 6" LAYER COMPACTED 3. THE STORMCEPTQR SYSTEM IS PROTECTED BY ONE OR MORE -ENLARGED-IN1? SECTIONS_ B---• _DROP PIPE CONCRETE FILL 3/4" CRUSHED STONE BRICKS LAID ON EDGE OF THE FOLLOWING U.S. PATf<NTS: 4985148, #5498331, UNDISTURBED PIPE CONNECTION DETAILS #5725760, #5753115, #5849181. EARTH Nrs PRECAST STORM SEWER MANHOLE MODEL STC 900 * NOTES: PRECAST CONCREJE -=�CEPTOR -REINFORCED CONCRETE MANHOLE N.T.S. SECTIONS CONFORMING TO A.S.T.M. C478 WITH BUTYL RUBBER GASKET JOINTS STORMCEP"rOR CONFORMING TO A.S.T.M. C443 -DESIGN PRECAST SECTIONS WITH FRAME AND SHELF ELEVATION N.T.S. COVER FOR ASSHTO H2O LOADING SAME AS CROWN CATCH BASIN FRAME --CONCRETE SHALL BE 5,000 PSI OF HIGHEST PIPE AND GRATE WALL OF WALL OF MANHOLE -;, CEMENT MORTAR MANHOLE BRICK SHELF _ Jim m BRICK AS REQUIRED SLOPE 1"/FT. .=- SLOPE 1"/FT BITUMASTIC COAT WITH FRAME & GRATE TOP OF GRADE .•-: ••� �• BRICK OR • CONCRETE ? FOR REPAIR: SECOND COAT IN FIELD FLOW18" TO 24" TAPERED 8 » " AFTER COMPLETION. ----+ B FI#'I' 24 t 1 GRADE ADJUSTERS PIPE SECTION, CONC. BLOCK 6" MINIMUM �` `W FOR REPLACEMENT: 30" ° ' PRECAST CONC. UNITS PIPE TO BE SET IN FULL BED OF MORTAR OR d HANDLE FOR ._ -. •� - 8" MINI�IAU ' •�� =+�•� �± . - s���' NEOPRENE SEAL OPTION. PIPE {TYP} 4 0 PVC PIPE VAR ES 1' TO 4' PRECAST RUBBERIZED REMOVABLE MIN. 15 HiG CONCRETE RISER BITUMEN OUTLET DOME AND TEE w�4" CAP _ U- CONCRETE LINED LINTEL BRICK ON EDGE SECTION SEALANT SHAPED INVERT " PIPE TRA ARD INSERT UNDISTURBED EARTH 2 MINIMUM w7H PIPE I— SCREENED 48"f" DIA. (� +1 SEC_ TION .,.A-A GRAVEL a� � SEE NOTE 2 4»0 PVC PIPE " IRON CATCH BASIN TRAP 01>1� CLEANOUTfVENT PIPE 4'-0" SUMP 6 MIN. PRECAST NEEHAH R-3701 OR APPROVED A EQUAL 2" 4'0 OUTLET 5" MIN. TUB a- RISER PIPE W Q LL_ Lij PLAN (� SANITARY MANHOLE PRE- CAST = z z N.T.S. 4 0 INLET 4 0 OUTLET a 60 \pmin. oum �6" LAYER COMPACTED DOWN PIPE RISER PIPE (l o (REMOVABLE) {f} U 3/4" CRUSHED STONE 1 a a PRECAST CATCH BASIN � ' TRENCH WIDTH � � o Q � A PIPE DIA. + 2.0' UTILITY WARNING TAPE MARFED "DRAIN" N.T.S. OR " INSERT DOME AND TEE HERE LiJSEWER" AS APPROPRIATE $ (TEE OPENINGS TO FACE SIDE WALLS) Q Z \ CONTRACTOR TO PROVIDE EXISTING M.H. EXISTING M.H. SECTION THRU CHAMBER 3U SECTION THRU PLAN VIEW Q BENCH BOX, SHEETING PREVIOUSLY EXCAVATED MATERIAL 2'-0" MAX. REMOVE REQUIRED BRICK 2._0" MAX SIZE OF CORE HOLE * NOTE � � L;_i OR OTHER MEANS ACCORDING 2' MIN. OR BLOCK, SAWCUT OR 1N MANHOLE DETERMINED TO OSHA STANDARDS. CONTRACTOR 8" MAXIMUM STONE DIAMETER 4" CORE £XISTkNG MANHOLE 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED C Q z BY FLEXIBLE CONNECTOR AT THE OUTLET WHERE APPLICABLE. IS RESPONSIBLE FOR ALL SAFETY NON-SHRINK GROUT SPECIFICATION REQUIREMENTS ACCORDING TO OSHA 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 o z --- TOP OF BRICK MASONRY TOP OF BRICK MASONRY CLEANOUT/VENT PIPE AND THE 4 0 INLET DOWN PIPE. ti 4 INVERT INVERT 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE ca Q 6 . .. z: . : MOLDED P.V.C. OFF TE FOL #4985148, #5498331, nrr SANITARY SEWER PIPE = WATERSTOP GASKET REWORK INVERT AS REQ p H LOWING U.S. PATENTS: OR STORM DRAIN PIPIT 4" _ . #5725760, #5753115, #5849181. REWORK INVERT AS REQ'D 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) SAVE NAME: 07--096SP a : .. . 3/4--INCH DIA. CRUSHED STONE o INSIDE EXPANDER SEAL (450 US GALLON CAPACITY) a REVISIONS •�� e^ d ear :° .° v . . ° ;° v . .° v S.S. PIPE CLAMP STC 450•i STVRMCEPTOR - • --: � 4" SAND (MHD 1.04.0 TYPE a) OR FLEXIBLE CONNt=CTOR N.T.S. '�H flF'�Rs GRAVEL BORROW (MHD M1.03.0 TYPE b) , CONCRETE: ENCASEMENT CASEMENT POURED off` MARK ON UNDISTURBED MATERIAL MC U O 1 COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT {MINIMUM TWO PASSES) TO A MINIMUM * 1.) MACHINE CORE DRILLING OF HOLE ONLY, DENSITY OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. 3/4" SCREENED GRAVEL BEDDING JACKHAMMERiNG, SLEDGE HAMMERING, 174 (SEE PIPE LINE DETAILS) SAW CUTTING, ECT. WILL NOT BE ALLOWED 2 PLACE BACKFILL MATERIALS IN MAXIMUM ONE FOOT LIFTS. 2.) FOR BEDDING AND BACKFILLING, SEE t MANHOLE AND PIPELINE DETAILS Id Gr D RAW N E%: BRICK OR BLOCK TYPICAL DRAIN LINE AND SEWER PRECAST a MANHOLE CONNECTION DATE: 8 10 07 MANHOLE CONNECTION a LINE TRENCH SECTION SCALE: s N.T.S.N.T.S. EXISTING MANHOLE PIPE CONNECTION N.T.S. HUNTLEY ASSOCIATES, P.C. DRAWING NO: SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST c — 505 NORTHAMPTON, MASSACHUSETTS 01060 O k 171.12 R�171.42 �.-.. 170." �.• �.. p 170. 3. LEACHING , Rs 170.44 , I ti 46 tTt. © 4j J=165.b5 t2-W-5�' �. R=1/o. y v I �'�' HH I=16 716 �� ' h' _ .54 '3� 54AND GRAN 1y0 a 2' H x 42" DEEP x 4' LGN6 BLOGK5 I r ��ry• c o/r� R-f70 ��ESaNE I Rwf7D.35 CURB �r TYPICAL 5' BLQGks �� ° p �� p \ rt81c-0 CCB tf8B.75 ; 1 AS MAR W �L�'�'' + ' HH Ts ' a.� -170 8f 1,166.E 2, .5 .10- 01 ��, ,� ---•--17 t� iNG ^ R 7 pi i 1 _R,f69.8o hg6•D5 t�'� w #, 1167 I fB�II} T II 10,6701 y16 � v► 170.�3 a yyALK / h : 2 � f ,- •�r w r w_.,,r.w rw r_ ..._...�..,........,.. � V[�1 , UP��4/4t``� �� R �� � ��s� �' '�7[��'Q � 71r � ��25 �1:1� � S +.82 r �p "}4 I T"[ e 10,10 1 yV- w++w ww r M r! rr w r .awr ww r wi rr r r rr r t •'` V" I�V +� oo �" G .. 158 -•--_.....,......VIVO.,.._ -1 `r, / g5. �� GUY p �► 1I GUY �,�`Ao +�� 1= �� �� 1 I GUY �'�� �1 f� R=169.95 ,,� "+ �5#25 wwr...-- 1 !� �� HH R=170.3 , 1 -»_----____,,..�.M._,.._ G ;l` 1 .8t =ib7 9(= 'SRC ram.. N g6.35' ti 1 i t rc eox o _ IF :: : . v R " 0 �'� � 1 _;9,..._.,._r NCH MARK � R- � 164.9 � � j4 g3' � � " C� R- 1.DO __ +w wq_rr_wM.r_wwwww-rr o•Rwwr_ _ __w___ / � F � �' 1149 WN OF AGAWAM 14 `' R=172.22 .�' .4 F� 5.48 ! •,... r;, L�_ , 1 -- I ------�-- � �` _�._ 1SC #1929 1=170.0202"PVC) � '� b � q p, A 3� /" � 9�• ��° I ,� -mow GVD 1929 y.-3f P VA TI0N=173.05 ��0t 2 f` �' � LF i ZC4MPA4TW 6R.AVEL o .`' R-�2 6'1 �� P P � � "MAp� � CULVERT Plf lCCEINFCRtGED G4NGRETE WALd. 4Z' T# I61 '�' g.6 7S ��� 9 ! Pa OR0' 1> �' if ON FOOTING SEE SECTION BELOW ��15 �C,S y� ..6 ` � 1d � �q�.93 BIT PAVEMENT //����t �3 Qa �tb Feu Na .�NpAC . ""�V f I 2N. 0 24. r EA B 1 y R=172.64 r UP2 �WALAo 108101 1 0 uT= 4 48 6 Ts H 101 .8 t 1 04 IN fB , �D 9 t 6�' ACES •► '� t PLAN R 9 51P ' 81f SSW ,�y ♦ .. G �r t IM4B7.1 12"RC) WHEEL STOP 17gtr8/1� t fy : vs 42 DEEP 1 � '3'Z s1GN LP - y a y Gc ,� �7 ,� �'� yb� BIT PAVEMENT y 17&23 / v1 1 ! 1724 SPACES ING '� ��R:f7f.9f / 9 a UP t'+ .� 172.26 1 •24" HI �z50 17 \ x169.77 18*33 �„t 64, Lo 004 EHH r ,l�. 8 V=TA I 1 i �'�ti'v �+ . �` qC� +►'' FIRST PLO F � /a '� '� �y W �" ® DOORWA Yw f 73.93 W-2 lSGAL.Ia N,TS. 72.61 °l 4/ 172.76�' �, �G �• , �b4' �� ~t 'K y � ". 6.26 R� 72.7fi GU °i* 't +� ,► �,5 �� C r flY i RA 173. 1 f tr FUTURE . BUILDING } GG Z� Ia f f6.68 --� ,� :� 171 d ra t S s j k , GG N • 5 BUILDING ' f • PI�ZPAl3RIGATEt7 e• 1 STORY BRICK 9 ,,► , ; � ' � , ; • CONCRETE BLGGk.r° . �81T PAVEMENT a CVSoop EWA � -•►� • r4 • AdOVL EM � � � ow T.O.ML■ I33' x UP25/3.3 �'! R, f 73.QB ' r' / �����.• .. ..� y0 k . f0 • iZ W/RISER fib• LEACHING �G 00 .t • * $ � '• 'o.CIO VII op N to dP e•*,ta, ��� CON PAD �� t �� '�+;SYj •. , ♦ EL ..` ifs / i r \ _ f , 18"O REINPOR,GEt7 �,` % GOWG�tETE PIPE71 010 *wj , 'o v it • +C� SCALE I / s qQ. NOT / 1 • r SGRE@N INLET __ • 9e1-8p • , ' ••"""• tD 1 G If r 1 1/4 GRUSHM STONE > !1 1 i STUCCO � 1�I 00 +�Ia r�owELs m 12" BUDDING ,1 . r ,or ...-. v " ?ash \•op �y p�,k PONELS o IZ \ . 1 do R E T A I r . . tr r . SE ECTION ►, &,. 1� -� �p{y' r . r 1 z 3�- �s n • r • r r • ' THIS HEET ', " 0 .20. SCALE 40 e0lot �! �`�' � ► y , ! f •0 1 1212 1 e.3 `� ree�o OA?t 1 , ♦ 9D . 5EGTI ON A"r ROTA I N i NG AAL L 1� , e�..OR- � 00 04ALEIt 1/2"■11-0" �''�i0 nMtA�Mlrf. {� IF 1 MOW ZA 1 � � / '