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769 JOHN FITCH BLVD
BOHLER9 L E T T E R O F T R A N S M I T T A L DATE: December 29, 2021 TO: Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 65 LaSalle Rd, Suite 401 West Hartford, CT 06107 860.333.8900 SENDING VIA: Federal Express/Next Day RE: Building Permit - BP # : BLDP-21-972 McDonald's 769 John Fitch Blvd South Windsor, CT 06074 JOB #: CT212010 Item # # of Copies Date Description 1 1 12/21/2021 Certificate Of Liability Insurance 2 1 12/8/2021 Owner Authorization Letter 3 2 11/22/2021 Site Development Plans 4 2 i2i07/202i Sign Program Book 5 1 12/28/2021 BP Check - $4,440.00 i nese are uansmiuea: 29 ror approval 2� ror your use a As requested u [-or review and comment Comments: Attached please find the above -mentioned items for your use. Should you have any questions or require any additional information. please do not hesitate in contacting 860-333-8900. COPY TO: FROM: Ashley Golet (agolet@bohlereng.com) RECEIVED JAN Q 5 2022 If enclosures are not as noted, kindly notify us at once. South Windsor ou►ldmg Dept S C A 1 � 1 r"" lr'�► www.BohlerEngineering.com CERTIFICATE OF LIABILITY INSURANCE DA 2/21/2021) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCON AME: PHONE MaryAnn Maroney AAI Roland Dumont Agency, Inc. -- -- - -- PHONE 860-582-8161 FAx -- -- --- -- ---- 985 Farmington Avenue we No Ext : A/c No): Bristol, CT 06010 E attLs-MAIL mmaroney@dumontagency.com _ INSURER(S) AFFORDING COVERAGE _ NAIC # IN IRERA: Selective Ins. Co of South Carolina 19259 INSURED PAL Construction LLC Palcon Inc INSURER B : Selective Ins. Co of Southeast 39926 209 N. Farms RoadSelective Insurance Company Coventry, CT06238 INsuRERcP Y_____ INSURER D : INSURER E : INSURER F : COVERAGES CFRTIFICATF NIIMRFR• PFVICIr1N1 IVI III THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - ADDL'SUBR - - LTR TYPE OF INSURANCE N POLICY NUMBER POLICY EFF POLICYEXP MMIDDlYYYY MMIDDIYYYY LIMITS A COMMERCIAL GENERAL LIABILITY Y Y S 2262245 12/01/2021 12/01/2022 EACH OCCURRENCE 1,000,000 CLAIMS -MADE OCCUR _ - DAMAGE TO RENTED _S 500,000 PREMISES (Ea occurrence) .. S - _ MED EXP (Any one person) S 15,000 PERSONAL &ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 3,000,000 PRO- POLICY JECT LOC PRODUCTS - COMP/OP AGG S 3,000,000 OTHER S A AUTOMOBILE LIABILITY Y Y IS 2262245 12/01/2021 12/01/2022 COMBINED SINGLE LIMIT S 1,000,000 i_LEa accident) S ANY AUTO BODILY INJURY (Per person) OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED PROPERTYDAMAGE S AUTOS ONLY AUTOS ONLY _(Per accident)_ _ S A J UMBRELLA LIAB OCCUR Y IS 2262245 12/01/2021 12/01/2022 EACH OCCURRENCE S 5,000,000 S 5,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE FTDED-7 RETENTION S $ B WORKERS COMPENSATION WC 9097022 07/15/2021 07/15/2022 PER OTH- STATUTE ER AND EMPLOYERS' LIABILITY YIN CT/MASS POLICY _ ANY PROP RIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT S 1,000,000 -0FFICER/MEMBER EXCLUDED9 ❑ NIA - (Mona' "y'NH) E.L. DISEASE - EA EMPLOYEE' S 1,000,UUU If yes, describe under DESCRIPTION OF OPERATIONS below --- E.L. DISEASE- POLICY LIMIT S 1,000,000 WC9097023 07/15/2021 ''07/15/2022 E.L. EACH ACCIDENT $1,000,000 C WORKERS COMPENSATION & NEW YORK POLICY 'E.L. DISEASE -EA EMPL $1,000,000 EMPLOYERS' LIABILITY E.L. DISEASE-POL LIMI $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) State of Connecticut; Workers' Compensation and Employers Liability; Certain officers/partners/members may be excluded from coverage. Job: McDonald's, Side x Side, 769 John Fitch Blvd., South Windsor, CT �.�rc I trwA I n�wctc L.AIVVCLL/i I IVIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of South Windsor, Town Annex ACCORDANCE WITH THE POLICY PROVISIONS. 1530 Sullivan Ave South Windsor, CT 06074 AUTHORIZED REPRESENTATIVE 11988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID: CEB3B46E-5B02-4AB2-9552-5CF359945086 1 McDonald's December 8, 2021 South Windsor Town Officials Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Property Owner Authorization 769 John Fitch Avenue South Windsor, CT 06074 To Whom It May Concern: McDonald's Corporation 110 N. Carpenter Street Chicago, IL 60607 Direct Dial Number (630) 209-1540 Brian.Sheedv(o)us.mcd.com Please allow this letter to serve as my authorization to allow Bohler Engineering to pull permitting applications on my behalf, as property owner, for matters relative to the McDonald's renovation project on 769 John Fitch Blvd., South Windsor, CT. Authorization is for the scope of work including providing improvements to the existing drive-thru facilities and landscape coverage. The application will look to add an additional drive-thru lane with associated drive-thru menu boards in a'side-by-side' configuration as well as additional landscape islands to improve impervious coverage conditions on site. There will be (2) Pre -Sell Boards, (1) Double Arm Gateway, (2) Order here Canopy's and (2) Menu Boards. Sincerely, �' DocuSigned by: 584D96BC62DA452... McDonalds Corporation 110 N. Carpenter St. Chicago, IL 60607 McDonald's December 8, 2021 South Windsor Town Officials Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Property Owner Authorization 769 John Fitch Avenue South Windsor, CT 06074 To Whom It May Concern: McDonald's Corporation 110 N. Carpenter Street Chicago, IL 60607 Direct Dial Number (630) 209-1540 Brian.Sheedv(o)us.mcd.com Please allow this letter to serve as my authorization to allow Bohler Engineering to pull permitting applications on my behalf, as property owner, for matters relative to the McDonald's renovation project on 769 John Fitch Blvd., South Windsor, CT. Authorization is for the scope of work including providing improvements to the existing drive-thru facilities and landscape coverage. The application will look to add an additional drive-thru lane with associated drive-thru menu boards in a'side-by-side' configuration as well as additional landscape islands to improve impervious coverage conditions on site. There will be (2) Pre -Sell Boards, (1) Double Arm Gateway, (2) Order here Canopy's and (2) Menu Boards. Sincerely, �' DocuSigned by: 584D96BC62DA452... McDonalds Corporation 110 N. Carpenter St. Chicago, IL 60607 WA W qed�llhjj n.- T #7987 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, C06074 SIGN PROGRAM BOOK 1�uo�.a.• wo :.•rcno� cre« v 41oC.'0 -.=9 VICINITY MAP NTS e e cs*nr�.K p �p •OIM..{CO e w . e 9 .iwrou, v t,JtB. co �— /NO6O 3SSRB%%REF/NNEEO/ N36 4340E/ PROP. DOTAL YFMI BOARD IORDER DISPLAYWFAIER WITH LOOP OETECTOR (TYP. OF n COWIRACTOR 9 W L FIELD LOCATEEfOSTINO URf1iSPR10RTO ODIBIRUCfONANDf REglp®DIDEffIOR/dORY - " TWRTSTOCOWME)VICT LOCATIONSOFSITE _- UILRESAND DOHiGROUNDSEPTIC. COHTRACTDT SHALLNOTFYACM VITMANYCOMi1CTS AS h'7KEO T, COO✓DpNTEFWLLOCATIONSCF=._i_".-, LIROFAPPRDL PROP DIS7URBNFCE ITYP.I ...��:�.FOUIMTKNI •_•• ----..- __ I (TYP OF 21 PROP CLEAR BARS GC TO DID EXAORRTORY - Fa I. - - - TEST PITS T000NFwxu LOCATIONANDDEPTNCF I ShYKTITIIYPOI y., _r PROP. CQ•!C MAT .. UTLAESAIDFFORII , . �-, II � ENGIEERROFANYCONFLICT • •� •, �S FA � S O APPNOX LOCATION OF PROP0 MERGEPO RA �— �• - �Q- �1 CONTRACTOR SWLL COORDINATE y � • e Is r: FNAL LOCATION WON Y I OFNEAOP TOR PRIOR TO CONSTRUCTON .� PROP vAVEDBIT --" PROP LSA W aCNG(TYPI N53"1620'W,- 296 17' 9 9 LIMIT OF PROP EXTWUDED CONC Coro I I 1. 1 STORY MASONRYBDLDNG IkDONVDS BLDG HT-Wt is BFVAO. :SF ?. r rG /Loop MAP IB.LOT 2E NIF LANDS OFA�DNALMCORIPBK 436. PG. 3asPPROX LOCATION OF OWINGESENTW NOON. GC TO ENSURE DETECTORSAEPPESENT {' PROVIDE F NOT PRESENT \ Iu 1 `LYT OF PROP d, 24 I AvvRDT LOCATION OF E%GTNG CASH WNDOW. CrC 70 ENSURE LOOP DETECTORS /JY PREGBIT. PROFDE F s PROP LSA •\ LIMIT OF PROP EXTRUDED CONdC CURB 132,96' •9(A .001 INSET A I� SHEET C-M { � 1 II PROP LSA ....... e I I Ak • •' • PRE —JELL BOARU (Q I Y 2) . . . . DOUBLE ARM GATEWAY ORDER HERE CANOPY (QTY 2) = MENU BOARD (QTY 2) CUSTOMER APPROVAL NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation. Customer. Date: Prepared By: Eng: Nate Ca'e oupatmagro deer „ .nveAnge F� yrsrarrog A. ccus.sedzre �Sote-d=CMYK � DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S 12/07/21 CTM _ eq,a'entlftzsecdorsae,n'r:t:zzsepm'cet^zcorza=+.Smac aczre+sontohsdrYngwIberede 700 21st Street Southwest Location: File Name: persona PO Box 210 Watertown, SD 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT SIGNS I LIGHTING I IMAGE 1.800.843.9888 - www.personasigns.com Frame Brackets Panels Access fasteners Media player access Eyebolt Baseplate m N � Hot dip galvanized + anti -graffiti powder coated steel Hot dip galvanized Aluminium + anti -graffiti powdercoat Security Torx Dual camlock Stainless crane on McDonalds spec triple mounting pattern option 2'-S 1/4" —I SCALE: 112" =1'-0" 13 3/4' - 51/2" DMB 02 SINGLE splays Samsung OHSSF Hardware Stratacache Spectra NG Heating/Cooling Watlow 10OW Heater Sunon 120mm AC Fan Power Supply Units 60W DC Media Player Power Supply Power Cables 1 x IEC Power Cable Electrical Components Isolated Ground 2 x IG Receptacles 20A Circuit Breaker Communication Cables 2 x HDMI 1 x RS232 Certification UL Certified GRAPHIC DETAIL NOT TO SCALE Customer Date Prepared By V E Cnraa-;r,-A,,c*,oeDmv**"or"ft"Nc*s used a WiSrctedM MNc DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S 12/07/21 CTM " llts2e-cm* epm,dedierme R%madadamvmto#u"wiberA 70021stStreetSouthwest ers6na PO Box210 Location File Name Eng: Watertown. SO 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT - SIGNS I LIGHTING I IMAGE 1.800.8439888 •www.personasignscom D 16'-4" in 4'-1 l 7/16"— 1'-0"—, 4'-11 7/16" DD ro o 77hn rrm, nOrlwA,:p7hn Clearance 9 Feet Clearance 9 Feet r ELEVATION SCALE: 'A" =1'-0' ,eBrALUMINUM CAP - 3YROUTEDALUMINUM LETTERS -- 18 GAUGE STEEL ARMS ----- 14 GAUGE CHAIN END CAP BUCK ABS BAR W 19-ALUMINUM PANEL L �. FRONT VIEW SCALE: 1/4" = l'-0' GRAPHIC DETAIL SCALE: 1/4' = 1'-0" TX rX311r SQUARE TUBE AMMACM SKIN .68r ALUMINUM CAP �9 1' X 1. X Ur ALUMINUM ANGLE —�/ 3H'ROUTEDALUMINUM LETTERS —�j 18 GAUGE STEEL ARM J HINGE 14 GAUGE CHAIN BLACKASS BAR 1N'ALUMINUM PANEL 6' X 6' X 311W SQUARE TUBE — aMMACMSKIN— - .OW ALUMINUM SHROUD �• BASE PLATE ta" END VIEW SCALE: 114" = 1'-O' j 1'X14"X14'PLATE 7/8' HOLES 2'CENTER HOLE 0 0 314' ANCHOR BOLTS BASE PLATE DETAIL PANEL DETAIL J SCALE: 1' = 1'-0' 114" ALUMINUM PANEL W/ 1ST SURFACE PAINT & VINYL DECO.: —10' MATCH PMS 123 C GOLD - BACK -GROUND, POLE COVER DETAIL COPY &ARROW � 3630-22 BLACK -LANES DESIGN FACTOR: TBD 4MM CHARCOAL ACM POLE COVER SWING ARM DETAIL .080'ALUMINUM CAP AND SHROUD DESIGN FACTOR: TBD EXTERIOR FINISH: 18 GAUGE STEEL ARM WITH HINGE POLE COVER - PRE -FINISHED W/ 1 ST SURFACE PAINT AND VINYL CHARCOAL DECORATION: SHROUD AND BASE PLATE - MATCH = MATCH PMS 123 C GOLD - SWING ARM B.M. 1631 MIDNIGHT OIL 11111111 7725-12 BLACK -'CLEARANCE 9 FEET COPY CLEARANCE BAR DETAIL BLACK ACM PIPE W/ 180-25 GOLD "DRIVE-THRU" LETTER DETAIL VINYL STRIPES APPLIED 1ST SURFACE 3/4" ROUTED ALUMINUM LETTERS W/ 1ST SURFACE VINYL DECORATION: SQUARE FEET: BOXED = 163.56 180-25 GOLD -'DRIVE-THRU" COPY ACTUAL = 20.22 I• BLACK -COPY OUTLINE .W ALUMINUM SHROUD BASE PLATE Cuncmer Dace PrepareO By^eL,>i,•-3ezmax.e.Tarrty�ll:ay 4zalm,eR6eYeaxLv.1 gSTPoBUfEDBYSIGN UP COMPANY MCDONALD'S 12/07/21 CTM NAr'r xKcolHrcxMinKcx ncry w-„x,n n .nux an POBoxLStreeLSamrs LOcatwn FneName Erg persona -- SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT SIGNS I LIGHTING I IMAGE 1.80084398 5R010210 1.eao.s4aseae • 1YMNp1'160fM5iGASC06, 42" 38" FRAME & LAMP DETAIL SCALE 3/8" = V-0" 18" X 28" X 1 1/4" PLATE 1 3/8" SLOTTED HOLES 1" BOLTS - 28" � v D O D PLATE DETAIL SCALE 1/2 = 1'-0" Customer: MCDONALD'S Location: SOUTH WINDSOR, CT CROSS SECTION A —A SCALE: 3/8" = 1'-0" 11" X 11" X 5/8" PLATE 3/4" HOLES 5/8" BOLTS , 0 0 , o 0 0 : 4" 9'-4 3/16" 6' 9,. ISOMETRIC VIEW SCALE. NTS GRAPHIC DETAIL SCALE- 3/16 = T-0" MCDONALD'S SPRINGBOARD OHC SPECIFICATIONS NO. PART/DESCRIPTION 1 2" X 8" X 3/16" RECTANGULAR TUBE 2 2" X 6" X 1/4" RECTANGULAR TUBE 3 2" X 4" X 1/4" RECTANGULAR TUBE 4 3" X 3" X 3/16" SQUARE TUBE 5 1" X 4" X 1/8" RECTANGULAR TUBE 6 C4 ALUMINUM C-CHANNEL 7 1/2" EYEBOLTS (3) 8 11" X 11" X 5/8" TOP PLATES (2) (SEE PLATE DETAILS) 9 18" X 28" X 1 1/4" BASE PLATE (SEE PLATE DETAILS) 10 3" X 3" X 3/4" GUSSETS 11 .063" ALUMINUM SKIN 12 .063" ALUMINUM BENT SP10 SPEAKER BOX HOLDER 13 SPEAKER OPENING 14 .063" ALUMINUM BENT DM 4/DM 5 MICROPHONE BOX HOLDER 15 MICROPHONE OPENING 16 ACM CLADDING 17 SLOAN LED LIGHT WITH POWER SUPPLY 18 REFLECTIVE WHITE 680-10 VINYL 19 ADA STICKER NOTES: - DESIGN FACTOR: TO BE DETERMINED - 2" X 8" X 3/16 RECTANGULAR TUBE FRAME - ACM AND .063" ALUMINUM SKIN - EXTERIOR FINISH: BASE PLATE - PAINT BM 1631 MIDNIGHT OIL TUBE AND TOP ACM - PAINT CHARCOAL SPRINGBOARD TIP AND UNDERSIDE - PAINT PMS 123 C GOLD - ACM/SKIN REMOVABLE FOR SERVICE - U.L. LISTED - ELECTRICAL: 0.64 AMPS/120 VOLTS PLATE DETAIL X SCALE 1/2 = 1'-0" Date: Prepared By: F NOie AcdorsusWarePWorliedosee DID 12/07/21 CTM eGmre; rla'cxare crG°acrt=. aarectPMSSmatolabarersantatlisdanngxiheratle File Name: Eng: 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT - DISTRIBUTED BY SIGN UP COMPANY persona 700 21st Street Southwest PO Box 210 Watertown, SO 57201-0210 SIGNS I LIGHTING I IMAGE 1.800.843.9888 • www.personasigns.com N Frame Hot dip galvanized + anti -graffiti powder coated steel ODM B 02 DOUBLE Displays 2 x Samsung OHSSF Brackets Hot dip galvanized Hardware 2 x Stratacache Spectra NG Panels Aluminium + anti -graffiti powdercoat Heating/Cooling Watlow 10OW Heater Sunon 120mm AC Fan Access fasteners Security Torx Power Supply Units 2 x 60W DC Media Player Media player access Dual camlock Power Supply Power Cables 2 x IEC Power Cables Eyebolt Stainless crane on Electrical Components Isolated Ground Baseplate McDonalds spec triple mounting pattern option 2 x IG Receptacles 20A Circuit Breaker Communication Cables 4 x HDMI 2 x RS232 Certification UL Certified - 4-10" 00 DD 00 _ 4-10" 51/2' SCALE: 1/2" = T-O" GRAPHIC DETAIL NOT TO SCALE Customer Date Prepared By N3'.t Caaa majnebeeacwen ewngapnagtlisdaxngNmtrsMaeWSatedosest(rW DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S 12/07/21 CTM Kv^' ftimare ram OemrAdethecarect M madWamemtaehsNa%"vlbemade 70021stStreet Southwest Locaton File Name Eng: persona PoBox21C 0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT - SIGNS I LIGHTING I IMAGE Watertown, 888-w wper 1.800.843.9888 • vrsw personasigns com "- /NOTpESCR/BEO/NpeEp� 7S0? Sd REF, N'36`g340':' t PROP. DIGITAL MEW BOARD& ORDER DISPLAYSPEAIER 1WTH L.WPFIETECTOR(TYP. OFn OONIPACTORSNALL FELD LOCAYEEOSTNC uluM PRIORTO CONSTROCTONANDFRE"WdOEVI.CRATORY TEST PITS TOCOKFtMTDOCT LOCATIONS OF WE -_ U11LRE5 NO UNDERGRO 1ND SEPTIC. CONTRACTOR SHALL NOTFY ACf1 WFfN ANYCO<ii=AS NEEDW TO COOmINATEFlNN. LOCATIONS OFALLPROPOSEDI. _— APPROX LIMIT OF PSEEIN " .... PRE -SELL BOARD (QTY 2) DISTURIIANCE OW) iMEAROWSE BOAfIDI _ - 1 POI1NMTpN RYP. OF tI PROP CLEflW 1 GCTODIGE%PLORATORY APPROX UAT OF .�• FOLRAATN71t, --_ AR. TESTPTsrooMOF sAWcurLTYPI ® ... LOCATKK/ANDDEPTNOF 14,:.*:� ..� �-�.4� � .�^T . DOUBLE ARM GATEWAY UTILITIES HA INFORM ENGNEEROFANYCONF'LICT n -.� .... ORDER HERE CANOPY (QTY 2) APPR01C lACATgN OF PROPOSED �� ��o � � : . tSS '4 U CONTRACTOR SNALLCOORDINATE PPvi tOCMtONwmi OWNFROPERATOR PRIOR TO - - ' PROP ... MENU BOARD (QTY 2) CONSTRUCTION PAVEME IT 41 tWiRIG(M) - W � PROP LSA � foe its . VI- OF PROP LIMIT CA PROP. _. N53"1620'W —, - riTFJDEOcaveCURB EXTRUDED CONIC 0" --► 29617' I APPROX LOCATION OF ExIsrNGCAa+wNoow.cc — Sss•1G2o� TO Dam LOOP DErE TORS 3W.qg• ARE PRESENT. PROVIDE F NOT PRESENT t STORY 1 AVSOIRYSUILDING I 9kDOlALC7 .. .I9 * SF BIDGNT SFPA•D.-1SF f MAP 45. LOT 28 f NUF LANDS OF L MCDONALD'S CORP. - -' 81C.43S. PG. APPRO%. LOCATION OF EXISTING —� PRESENT wwow axToENSURE LOOP DETECTORSARE PRESENT © ' - . PROVIDE F NOT PRESENT 1 I -. ,. • INSET AISEE SNEET G51 .;.. I PROP LSA I ' I \��•.� - PROP LSA ......... I\ UMN OF PROP E%TRLCED CONC CURS LIMIT OF PROP S27.42-WW ExTRuomooac cuRe I APPROVAL 13Z.9S' �! CUSTOMER APPROVAL MOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation. Customer: Date: Prepared By: Eng: N-o*Le Co'c arp�tmaynotbeerxtvrt v�wngc p�,t:o sd�ang RicksusedareKvS ecmIDWK DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S 12/07/21 CTM - atmcalalsafeimmEtOmvwdethecorrectPMBR� ch&,dalewsantotn� ngW11be persona 700 21st Street Southwest PO Box 210 Location: File Name: Watertown, SD 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT SIGNS I LIGHTING I IMAGE 1.800.843.9888 - www.personasigns.com 0®M B 02 SINGLE Frame Hot dip galvanized + anti -graffiti powder coated steel Displays Samsung 0H55F Brackets Hot dip galvanized Hardware Stratacache Spectra NG Panels Aluminium + anti -graffiti powdercoat Heating/Cooling Watlow 10OW Heater Sunon 120mm AC Fan Access fasteners Security Torx Power Supply Units 60W DC Media Player Media player access Dual camlock Power Supply Power Cables 1 x IEC Power Cable Eyebolt Stainless crane on Electrical Components Isolated Ground 2 x IG Receptacles Baseplate McDonalds spec triple mounting pattern option 20A Circuit Breaker Communication Cables 2 x HDMI 1 x RS232 Certification UL Certified • 13 3/4'51/2"-�— j SCALE: 112" = T-0" GRAPHIC DETAIL NOT TO SCALE Customer Date Prepared By ryro bzeactwmxerngapmo gtladaKg NcabsusedaePMSa*kdosestGMnd DISTRIBUTED BYSIGN UPCOMPANY MCDONALD'S 12/07/21 CTM WberrA 703 21st Street Southwest Location File Name Eng ersona PO Box 210 p Watertown, SD 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT _ SIGNS I LIGHTING I IMAGE 1.800.8439888•www.personasignscom 15'-4"— u r-4'-117/16"1'-0"— m Clearance 9 Feet L ELEVATION SCALE: %" = 1'-0' ----------------- 15'-4" .OaO•ALUMINUM CAA --- aN•ROUTEDALUMINUMLETTERS -- IB GAUGE STEELARMS 14 GAUGE CHAIN t ... END CAP BLACKASSBAR 19'ALUMINUM PANEL _ 6' %8' %116' SQUARE TUBE 4MMACM SKIN O m .0WALUMINUM SHROUD SASE PLATE Clearance 9 Feet GRAPHIC DETAIL SCALE: 1/4' = V-17 FRONT VIEW SCALE' 1/4-=T-0" '•' - . � TIU - Clearance 9 Feet 4'-11 7/16"-- Clearance 9 Feet .OBO-ALI11MNlW GIP r9", 1• X 1' X US•ALUMINUM ANGLE 39• ROUTED ALUMINUM LETTERS 18 GAUGE STEELARM HINGE 14 GAUGE CHAIN BUCKABS BAR 1N•ALUMINUM PANEL 'J B• X S• X anS SQUARE TUBE 4MM ACM SKIN .OSO•AWMINUM SHROUD BASE PLATE 1a END VIEW SCALE: 1/4' = 1'-0' 1" X 14" X 14" PLATE 7/8" HOLES 2"CENTER HOLE 0 314'ANCHOR BOLTS J BASE PLATE DETAIL PANEL DETAIL SCALE: 1' = 1'-0' 1/4"ALUMINUM PANEL W/ 1ST SURFACE PAINT & VINYL DECO.: MATCH PMS 123 C GOLD - BACK -GROUND, POLE COVER DETAIL COPY & ARROW 3630-22 BLACK - LANES DESIGN FACTOR: TBD 4MM CHARCOAL ACM POLE COVER SWING ARM DETAIL .080" ALUMINUM CAP AND SHROUD DESIGN FACTOR: TBD EXTERIOR FINISH: 18 GAUGE STEEL ARM WITH HINGE POLE COVER - PRE -FINISHED W/ 1ST SURFACE PAINT AND VINYL CHARCOAL DECORATION: SHROUD AND BASE PLATE - MATCH r a MATCH PMS 123 C GOLD - SWING ARM B.M. 1631 MIDNIGHT OIL 1111111117725-12 BLACK- "CLEARANCE 9 FEET' COPY CLEARANCE BAR DETAIL BLACK ACM PIPE W/ 180-25 GOLD "DRIVE-THRU" LETTER DETAIL VINYL STRIPESAPPLIED 1ST SURFACE 3/4" ROUTED ALUMINUM LETTERS W/ 1ST SURFACE VINYL DECORATION: SQUARE FEET: BOXED = 163.56 180-25 GOLD -'DRIVE-THRU" COPY ACTUAL =20.22 11111111 BLACK -COPY OUTLINE CUSLGmer Date. N'epare0 tly'_'=[.:an,�5u<omscmTa:rtTr-w+,N=:�xte•TE=aaacm OISTM7EOBYS6N UPCOMPANY MCOONALD'S 12/07/21 CTM +�"�Gn^�'*x�=Y<ca +-'n+"aaM="sax.0 POBU li10 sa"nMs LOCPtIPn Pi12 Name Erg'. person a SOUTHWINDSOR,CT 316659-769JOHNFITCHBLVD- SOUTH WINDSOR,CT SIGNS ILIGHnHc IMAGE WdiB°" SDsnD'DZo 1.8008439BE8•—p6Ss NW,_ 42" 38" FRAME & LAMP DETAIL SCALE 3/8" = 1'-0" 18" X 28" X 1 1/4" PLATE 1 3/8" SLOTTED HOLES 1" BOLTS O i O D z PLATE DETAIL SCALE: 1/2 = 1'-0" 9'-4 3/16" all 3/161w 6'-9" — CROSS SECTION A —A SCALE 3/8" = 1'-0" 11" X 11" X 5/8" PLATE 3/4" HOLES 5/8" BOLTS PLATE DETAIL SCALE: 1/2 = 1'-0" AIL V-0" 20" MCDONALD'S SPRINGBOARD OHC SPECIFICATIONS NO. PART/DESCRIPTION 1 2" X 8" X 3/16" RECTANGULAR TUBE 2 2" X 6" X 1/4" RECTANGULAR TUBE 3 2" X 4" X 1/4" RECTANGULAR TUBE 4 3" X 3" X 3/16" SQUARE TUBE 5 1" X 4" X 1/8" RECTANGULAR TUBE 6 C4 ALUMINUM C-CHANNEL 7 1/2" EYEBOLTS (3) 8 11" X 11" X 5/8" TOP PLATES (2) (SEE PLATE DETAILS) 9 18" X 28" X 1 1/4" BASE PLATE (SEE PLATE DETAILS) 10 3" X 3" X 3/4" GUSSETS 11 .063" ALUMINUM SKIN 12 .063" ALUMINUM BENT SP10 SPEAKER BOX HOLDER 13 SPEAKER OPENING 14 .063" ALUMINUM BENT DM 4/DM 5 MICROPHONE BOX HOLDER 15 MICROPHONE OPENING 16 ACM CLADDING 17 SLOAN LED LIGHT WITH POWER SUPPLY 18 REFLECTIVE WHITE 680-10 VINYL 19 ADA STICKER NOTES: - DESIGN FACTOR: TO BE DETERMINED - 2" X 8" X 3/16 RECTANGULAR TUBE FRAME - ACM AND .063" ALUMINUM SKIN - EXTERIOR FINISH: BASE PLATE - PAINT BM 1631 MIDNIGHT OIL TUBE AND TOP ACM - PAINT CHARCOAL SPRINGBOARD TIP AND UNDERSIDE - PAINT PMS 123 C GOLD - ACM/SKIN REMOVABLE FOR SERVICE - U.L. LISTED - ELECTRICAL: 0.64 AMPS/120 VOLTS Customer. Date: Prepared By: Note: Caa aprmjnC;;x a >, +cape; ymsaawog A�cdascseoaeSa iedosescGam DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S 12/07/21 CTM rsazzcr,v<<zc.tec�coecca+sna�a�aareoursmawgx�te�ade 700 21st Street Southwest Persona PO Box210 Location File Name: Eng: Watertown, SD 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT _ SIGNS I LIGHTING I IMAGE 1.800.843.9888 •www.personasigns.com ODMB 02 DOUBLE Frame Hot dip galvanized + anti -graffiti powder coated steel nieniave 7 v Camennn n1141;F Brackets Hot dip galvanized Hardware 2 x Stratacache Spectra NG Panels Aluminium + anti -graffiti powdercoat Heating/Cooling Watlow 100W Heater Sunon 120mm AC Fan Access fasteners Security Torx Power Supply Units 2 x 60W DC Media Player Media player access Dual camlock Power Supply Power Cables 2 x IEC Power Cables Eyebolt Stainless crane on Electrical Components Isolated Ground Baseplate McDonalds spec triple mounting pattern option 2 x IG Receptacles 20A Circuit Breaker -- -- - - -- - - Communication Cables 4 x HDMI 2 x RS232 Certification UL Certified 4-10" � 00 DD a 00 in w Ln Ln 4-10" SCALE: 1/2" = T-O" 13 3/4"� 51/2" I k da I GRAPHIC DETAIL NOT TO SCALE Customer: Date: Prepared By: Note Cdorougmayno;bew.,%vle+rek'gorpiimgthsCawq AScoasesadxeMo•dledoWDR DISTRIBUTED BYSIGN UPCOMPANY MCDONALD'S 12/07/21 CTM �� arenmreapeaseawdemeoxrertwSrZCh.deremitortrs"w+bemak 70021st Street Southwest Location. File Name: Eng: persona PO Box 210 57201-0210 SOUTH WINDSOR, CT 316659 - 769 JOHN FITCH BLVD - SOUTH WINDSOR, CT - SIGNS I LIGHTING I IMAGE Watertown, SD 8.www.per 1.800.843.9888 • www.personasigns.com GENERAL NOTES: SITE DEVELOPMENT PLANS GO NEW13ERRY RD - SS4 �i South Windsor 'Ile - \� T `qFy 50 — LOCATION MAP SCALE: 1 "=1000' PLAN REFERENCE: USGS MANCHESTER, CT QUADRANGLE r` 0 FOR: EXISTING IN WITH DRIVE-THRU LOCATION OF SITE: 769 JOHN FITCH BOULEVARD TOWN OF SOUTH WINDSOR HARTFORD COUNTY, CONNECTICUT MAP 46, LOT 26 MAP 46, LOT 33 '1► N/F LANDS OF STEVE A. DALENE MAP 46, LOT 26 N/F LANDS OF THE MCDONALD'S CORP. GC GENERAL COMMERCIAL MAP 46, LOT 33 N/F LANDS OF STEVE A. DALENE MAP 46, LOT 27-2 N/F LANDS OF 729 JOHN FITCH BOULEVARD LLC i 35' McDONALD'S R.O.W. JOHN FITCH BOULEVARD AREA PLAN SCALE: 1 "=150' PLAN REFERENCE: 2016 CT ECO ORTHOPHOTOGRAPHY MAP 46, LOT 34 N/F LANDS OF Cl 1:7SON ENTERPRISES, I I C I INDUSTRIAL MAP 46, LOT 25 N/F LANDS OF TONY'S TURTLE GAS, LLC SHEET TITLE I SHEET NUMBER COVER SHEET C-1 OF 7 GENERAL NOTES SHEET C-2 OF 7 DEMOLITION & SOIL EROSION CONTROL PLAN C-3 OF 7 SITE PLAN C-4 OF 7 GRADING PLAN C-5 OF 7 DETAIL SHEET C-6 OF 7 DETAIL SHEET C-7 OF 7 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS) 1 OF 1 SHEET INDEX 1. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY co THE GENERAL CONTRACTOR. 2. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERIMETER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 3, BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR: ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 4. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 5. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 6. ALL ELEVATIONS SHOWN ARE BASED UPON, NAVD 88 PER SURVEY NOTE #7. 7. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL zz WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. w ry 8. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT U RECOMMENDATIONS FOR THIS PARTICULAR SITE. FOUNDATION DESIGN AND o COIJS I F\ulr I VI j IS BY THE GENERAL CONTRACTOR. 1 PAVING SPECIFICATION (SEE PAVEMENT DETAIL) FLEXIBLE PAVEMENT SECTION: -1.5" CLASS 2 TOP COURSE -1.5" CLASS 1 BASE COURSE -6.0" GRANULAR BASE -6.V GRAIULAR SUBBASE RIGID PAVEMENT SECTION: -6.0" 4500 PSI AIR -ENTRAINED CONCRETE -8.0" 4500 PSI AIR -ENTRAINED CONCRETE AT TRASH ENCLOSURE -6.0" GRANULAR BASE -6.0" GRANULAR SUBBASE NOTE: FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH GEOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE, G.C. WILL BE CHARGED. LEASE AREA PARKING INFORMATION TOTAL SPACES 61 30 EXISTING SPACES 31 PROPOSED SPACES 9' x 19.0' @ 75' UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER TBD TBD JOHN FITCH BLVD. R.O.W WATER TBD TBD JOHN FITCH BLVD. R.O.W STORM SEWER VARIES VARIES MASCOLO ROAD R.O.W ELECTRIC TBD TBD JOHN FITCH BLVD. R.O.W GAS TBD TBD MASCOLO ROAD R.O.W SURVEY INFORMATION PREPARED BY: CONTROL POINT ASSOCIATES, INC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 JOB #: 03-170095 DATE: OCTOBER 23, 2018 TYPICAL LEGEND EXISTING PROPOSED 0 ■ ■ PROPERTY LINE --------------- SETBACK --- -- -- EASEMENT CURB ® STORM MANHOLE QS SEWER MANHOLE CATCH BASIN �WF#5 WETLAND FLAG WETLAND LINE x 54.83 SPOT ELEVATION 100.00 x TC 54.58 G 53..78 TOP & BOTTOM OF CURB TC=100.00 BC=99.50 ----------53--------------- CONTOUR 50 FLOW ARROW 5. _ PAINTED ARROW G- -OH OH Ohl OVERHEAD WIRE -- G— - GAS LINE -i-- TELEPHONE LINE -£— ELECTRIC LINE -w-- WATER LINE - -I SEWER LINE ENTITLEMENT SET TM COMPLIANCE Cl II I:[< DATE STREET ADDRESS 769 JOHN FITCH BOULEVARD TOWN STATE CONSTRUCTION Cl IECK DATE SITE CIVIL AND CONSULTING ENGINEERING SOUTH WINDSOR CONNECTICUT LAND SURVEYING PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES O BOHLER CAD I.D. #: 006-0187 COVER SHEET CT212010sbc0.dwg n r if G.P.- X LE 48 • $bLj. 'ram • ° a a ,e•ee•eo PROF �S 1{dEER 8���� w �ow a�`zW woz WUoO(wwaf o A m=aWo z�Qo w 8o= aF W ¢ OfU W LLU Z �� I Qz wQ h W J Q i W O � F_ Q z z (j Q U) CL I— z w c9 Q 0 z 0 ❑ w 0 w EL 0- STATUS DATE BY DRAWN BY: 11/22/21 KMB PLAN CHECKED 11/15/21 MILT AS -BUILT SHEET NO. cmi OF 7 IT N w n a In 0 X 0 Y v I GENERAL NOTES GENERAL DEMOLITION NOTES GENERAL GRADING & UTILITY PLAN NOTES CONTRACTORLOCATIONS IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: 1, OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "BOUNDARY &TOPOGRAPHIC SURVEY", PREPARED CONTROL POINT ASSOCIATES, INC., DATED 10/2312018. • "SITE DEVELOPMENT PLANS" CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE PREPARED BY BOHLER,, DATED 01/04/2019, REVISED 05/0612019. FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. • "BOUNDARY & TOPOGRAPHIC SURVEY", PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED 10/23/2018. "SITE 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER • DEVELOPMENT PLANS" PREPARED BY BOHLER, DATED 0110412019, REVISED 0510612019. AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. OPTIC CABLE ETC. WITHIN THE LIMITS OF DISTURBANCE S URBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER T0, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (ATRIA ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WOR 0 K NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE IMPROVEMENTS. SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START nF CnNRTRI InTInN rnNTRAftTnR�.P EAH I IPP Tr) NInTICV TWr_ DDn ICr' CNIf-MiCCo cue I I /lnAIOTITI ITC -- ----"- --__ SIA••• -•--..-•.•.....101_ _01111 A-1-Iv 3. PRIOR TO STARTING CONSTRUCTION, I 5. CONTRACTOR MUST RAISE ANY QUESTONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE „I-- - Iv1 I11 I II I"I I——I LIVVIIVLI�n 01- InLL VVIVO I I I U IC CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE E REMOVED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. REQUIREMENTS, STATUTES, ORDINANCES AND CODES. CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED CERTIFICATE OF OCCUPANCY. OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, A. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES WITH JURISDICTION ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. 6. SHE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 6. THE GEOTECHNICAL REPORT ANn RFCnMMFNnATInNR RET POP 14 uEREInt ADP A DART nG TUC DCnI IIDCn rnAIQTDI IrTlnA1 nnrl IKACAITO nAln IAI nn n nr nn1 1 B. NOTIFYING, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION DISTRICT, 72 HOURS PRIOR TO THE START OF WORK. 7 CnNTRArTnR IC RESPnAISIRI E EnR rnnRnINIATInNI nC OITC DI AA1 nnnl 11. AMKMn n Aln n nn1 All-,. I IIE I�w(VILLv VVIVU I nUV I I, ,%jul I.14IJ MIV V, ITV v/iJC Or IiVIVr LIU I, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. ,��� , ,. I IVIv vI vl I rLnly uwvlvlCly I J nlvu HRL IiiTECTURAL DESIGN r'OK tXAC T BUILDING U I ILi I Y CUNNEG I ION LOCATIONS GREASE TRAP REQUIREMENTS/DETAILS, , DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS RULES, STATUTES, UTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE WORK. D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARKOUT, IN ADVANCE OF ANY FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL EXCAVATION. PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE E. LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE CABLE 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST US INCLUDE C UDE ALL FEES, COSTS PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE F. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. G. ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE EXISTING 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE 9. CONTRACTOR MUST REFER TO THE ARCH ITECTURAUBUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN H. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS RULES STATUTES, LAWS, 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST AFFECTED PARTIES. WORK REQUIRED TO BE DONE "OFF-PEAK" IS TO BE DONE AT NO ADDITIONAL COST TO THE OWNER. ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED T0, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHEflI: APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH II'XIST. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. IARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS. 12EQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 7. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM COMPLY WITH THE STATE IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY STRUCTURES AND PROPERTIES. 8. THE CONTRACTOR MUST PROVIDE ALL "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY RESPONSIBLE FOR EARTHWORK BALANCE. OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIR MUST INCLUDE THE RESTORATION OF ANY ITEMS REPAIRED TO THE 12. ME CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR SHALL PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA AS WELL AS ANY OTHER ER ENTITY ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK 'THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS PROCEDURES. 14. WITHIN THE LIMITS OF DISTURBANCE UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND/OR UNDER THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. PAVEMENT MUST US BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL MUST OPERATIONS U T 0 INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE 13E REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. LIMITED TO REDESIGN, S GN, RE SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL T0, 10. DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED 14. fHE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH TH ALL APPLICABLE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER BACKFILL MATERIALS, AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT NEW IMPROVEMENTS AND PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS ;;TANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY AND GUIDANCE IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES, AND MUST BE DONE SO AS TO PREVENT REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. 15, DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES. THE CONTRACTOR MAST MAINTAIN A CnNTFMPnRANFnI IC ANn Tunanl Irru PPrrnon nC rnAIOT01 InTlnKI Tn InCI.ITICV 71, TO NOTIFY HE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. ---...----._.._.__...........-..........._.................•..v,,,vl.vvv111.wv_ V l VVIVJII uU II I vv Ivlucrvlln Inc: AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. 11. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND ALL APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS MUST BE IN PLACE PRIOR TO CONTRACTOR AND/OR GEOTECHNICAL REPORT. STARTING AN EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME, CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 12. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FHWA "MANUAL ON UNIFORM THE OWNER UPON COMPLETION OF THE WORK. TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION RUCTION. CONTRACTOR MUST n r'"-� "' _ 17THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR InR SITE CACCTV TLIC ENGINEER nC oCnnnD unO �InT BEEN �- -� •-•• •--• -• • .--��.•.- •.. ..v . ..rv, v�w�✓r1_ FOR � vvv v11 � SAFETY. I I . THE IL uvvuvc LR Vr RECORD nF1J NOT DCCIV RETAINED AlIVCO I Q PERFORM OR BE RESPONSIBLE I -UK JUL1 SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR nvl`!F DIVI ALTO CAIOI IDS u I / AAl IIn AI InA OI nn� n rNnKICIORA A KIM CIVOURC O.1070 IVIKAIIVIMUM SLOPS AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT , S ALT (EXCEPT WHERE ADA REQUIREMENTS OR EXISTING TOPOGRAPHY LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 13. CONTRACTOR MUST CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL. ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATE;, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS 14. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY GOVERNMENTAL AGENCIES WITH JURISDICTION. COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER 19. REFER TO THIS SHEET FOR ADDITIONAL NOTES. ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY 15. DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING RING IN THE AIR IN ACCORDANCE WITH FEDERAL, 20. IN THE EVENT DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICER;;, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE EE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIESi, ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT "PRE -DEMOLITION" CONDITION. 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE 16. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF _ CONTRACTORS, ALL CLAIMS RV THIRD PARTIES AND ALL CLAIIVIO RIZ A I cu IQ THE PRVJCC I , CONTRACTOR I RAI I VK IVIUJ I NOTIFY iFY ENGINEER, IN VVKi I LNG, A I LEAS I THIRTY I Y (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. .1.1 ITT , _ ANYTIME. UNAUTHORIZED HORIZED PERSONS AT ANY I IME. 22 WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND 17. CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY, WHICH MUST INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND AND OTHER APPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY. THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURE;, 23. STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE COORDINATION OF THE WORK WITH OTHER TRADES, ES AND CONSTRUCTION SAFETY 0 SA TY PRECAUTIONS ARE T HE SOLE RESPONSIBILITY TY OF THE CONTRACTOR AND BOHLER 1) R HAS N 18. THIS DEMOLITION LAN I 0 P S INTENDED NDED TO IDENTIFY Y THOSE EXISTING S NG ITEMS/CONDITIONS N 0 S WHICH ARE TO BE REM REMOVED. IT IS NOT INTEND INTENDED TO PROVIDE DIRECTION C ON AS TO HD PE IS CALLED F OR ON THE P PLANS, IT MUST ( ) S CONFORM T AA 0 SHTO M294 AND TYPES (SMOOTH 0 INTERIOR WITHANGULAR CORRUGATIO NS) ONS WITH GASKET FOR SILT TIGHT JOINT. P PIP E PE FOR ROOF D 0 RAIN RESPONSIBILITY OR LIABILITY TY FOR SAME HEREUNDER. U R BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHII.I MEAN METHODS SEQUENCING, S QU NCING TECHNIQUES � C IQUES AND PROCEDURES TO BE USED TO ACCOMPLISH THAT WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRI AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS No COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 24. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, SANITARY SEWER PIPE SHALL BE AS FOLLOWS: PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR, BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL • FOR PIPES LESS THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034 SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 19. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS ( SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH ALL • FOR PIPES MORE THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR MUST MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL •FOR PIPE WITHIN 10 FT. OF BUILDING, PIPE MATERIAL SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. CONTRACTOR TO VERIFY WITH LOCAL OFFICIALS. OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 25, STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER F T 0 STRUCTURE. ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, 20. DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXI TI S NG UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR 26 ATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER, AND TURNED OVER TO THE PLANS. PLANS. SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL OWNER/DEVELOPER UPON COMPLETION OF THE WORK. HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOD nD ITO CnADI nVr,-O "' CONNECTION WITH I v"1v I vI. V1\ I I J CIVIrLV 1 GCJ ITV vVIVIVCV CONNECTION VVI I n 1 nCIK VVVKK VK HINY I7tHL I Iy VK THEIRWORK O ANYHEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE 97 •-. - .. ..,.,., .. _ _ .__ CONDITIONS _ _ INDICATE, SEWERS rRnCCINIr CTDCAhAO nnlnlnD I nnnTI-ll IAnTLuu An rrrT nr rI, STREAM .,.-. E S v1 OSSING v I I. MIvIV nlvulvR Lvumi IVIN vvl I HIN I 1 FEET Vr THE J I REAM EMBANKMENT, , UK WHERE SITE E CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL.ADA GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED INSTRUCTIONS TO CONTRACTOR ABOVE IN NOTE 19 FOR JOB SITE SAFETY. • SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS TO WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS 0 NTS THEREFROMRESULTING AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA AND/OR ARCHITECTURAL ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE BUT FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS ED ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. , COSTS, J ARE NOT LIMITED TO THE FOLLOWING: POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. 28 WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING E COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. . ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. •CURB RAMPS -SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 29 CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. MUNICIPAL, COUNTY AND/OR DOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY IIIN URY OR DAi IAGES RESUL WIG FRQIVI UV FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT 30 LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST 31 CON CONSULTANT IS NEITHER NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (2.0%) FOR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. RUN ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR POSITIVE DRAINAGE. DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE INCURS AS A RESULT OF SAID FAILURE. DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ]CC/ANSI A117.1-2003 AND OTHFR RFFFRFNCFn INrnRanRATFn RY rnnE i M. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND IHE ADA RcuvivIIVICIVDED INS IALLAT10N CRI T ERIA AIVD SPEUIFII.A I IUIVS. IF CUN I KAU I UK HNU/UK UWNLK MIL I U DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND REQUIREMENTS. HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. TM • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND COMPLIANCE CHECK DATE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE REPLACE NON -CONFORMING CONCRETE. THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF BOHLERI§ TYPICAL ABBREVIATIONS KEY DESCRIPTION KEY DESCRIPTION BC BOTTOM CURB PROP. PROPOSED TC TOP CURB TBR/R TO BE REMOVED AND REPLACED BOC BACK OF CURB TBR TO BE REMOVED BIN BOTTOM OF WALL GRADE TPF I TREE PROTECTION FENCE TIN TOP OF WALL BLDG. BUILDING EXIST. EXISTING SF SQUARE FEET BM. BENCHMARK SMH SEWER MANHOLE EOP EDGE OF PAVEMENT DMH DRAIN MANHOLE CL CENTERLINE STM. STORM FF. FINISHED FLOOR SAN. SANITARY V.I.F. VERIFY IN FIELD CONC. CONCRETE GC GENERAL CONTRACTOR ARCH. ARCHITECTURAL HP. HIGH POINT DER DEPRESSED LP. LOW POINT R RADIUS TYP. TYPICAL MIN. MINIMUM INT. INTERSECTION MAX. MAXIMUM PC. POINT OF CURVATURE No. /# NUMBER PT. POINT OF TANGENCY W. WIDE PI. POINT OF INTERSECTION DEC. DECORATIVE PVI. POINT OF VERTICAL INTERSECTION ELEV. ELEVATION STA. STATION LING. UNDERGROUND GIRT GRATE R.O.W. RIGHT OF WAY INV. INVERT LF LINEAR FOOT DIP DUCTILE IRON PIPE LOD LIMIT OF DISTURBANCE PVC POLYVINYL CHLORIDE PIPE LOW LIMIT OF WORK HDPE. HIGH DENSITY POLYETHYLENE PIPE L.S.A. LANDSCAPED AREA RCP REINFORCED CONCRETE PIPE + PLUS OR MINUS S SLOPE ___j oDEGREE i 0 ME MEET EXISTING O / DIA. DIAMETER I REFER TO SITE PLAN FOR ZONING ANALYSIS TABLE AND LAND USE/ ZONING INFORMATION & NOTES ENTITLEMENT SET STREET ADDRESS 769 JOHN FITCH BOULEVARD . A CONSTRUCTION. DATE TOWN CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS SITE CIVIL AND CONSULTING ENGINEERING CONSTRUCTION CHECK SOUTH WI N DSOR CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED LAND SURVEYING PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. PROGRAM MANAGEMENT _ LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FORANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ONLYAPPROVED. SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES 0 BOHLER CAD I.D. #: CT21201 Osbc0.dwg STATE CONNECTICUT COUNTY HARTFORD PLAN DESCRIPTION 006-0187 GENERAL NOTES SHEET } m Z O 1- 0_ w U W 0 w Q 0 W D' 6 . d,....� va,' ; .',,!Xw A • ��,c °.. Op• '. �t_¢ b O 9 D wz 1;� =0 ( J ] LDQ- \`��// Z a Ow D) O W wb W aQ � 0 CK Z CK � 0 W J �� W Z - 90 � W O I~- a � U u�= O O o w Z U Q O 0U OZ IY O w~ w U Lu - DO U no oa z <n J o _I Z 9 Q Q COW 0 z� Ln 2 _� 0�w I Iwi p O Q W Q 12 W J O w d NW w ::) d Q Q Z J W LJ.- H- z w 0 a O z n 0 2 0 III 0 0-1 CL STATUS I DATE I BY DRAWN BY: 11/22/21 1 KMB PLAN CHECKED 11/15/21 1 MLT AS -BUILT SHEET NO. C=2 (l C' 7 ka l .. .... .... ... .................. ........... ..... ......... ...... ........ ............. .......... ... ............ 00 .................. ....... .......:.'................_.....,..........:.. NEW EASEMEi1/T 50.X160' .. !. .. ((...... ..... ....'. '. '....{S'OODED ................... ...... EASEMENT FOR. RETENTION POND I Z 1 d�5ce . .\.............................. ... ...................''... Ircm.IrEr�/. .. . .--_ fAl/p7 ,DI -SC . ...... .. _ >�--�== :� � REF S� EFn, : '�::..:. �. �..:• .::-�:..::.. ... • ... .. . . / GRASS 4 CLF N36 43=40f CONC (TOR :..:.::.:. : EAl,4IN) C„-r,v,S GRASS 2 4 C �� _ WHITE 1 AREA PROR SILT SOXX STRIPING 1 P•) (TO REMAIN) i? LS4 Ag CONC P DIGITAL PRE -BROWSE BOARD A—— MAT TR4_Sy CUNC. MAT(TBK) �y VANDDATION (TBR) Y I (TO REMA/N) ENCLOSURE V TO REMAIN) • • • GATE STRIPING "'�......� .'' !.'.....■�Q, ''::::::.................-.•...'.•.:•:':.:':•.•... '..•....APPROX.LIMITOF 'Y5+�.:.:.:.� DISTURBANCE (TYP.)+ • • • • • • • • • • • • �+��,� CLEARANCE BOOM AND ■ c............. . i �}8 �'.....'.'.'..'.'.... . ,............... !' ..1'........... ....... `!�.. ..... FOUNDATION (TBR) WOODED -� AR51 1 MENU BOARD, ORDER DISPLAY/SPEAKER, LOOP DETECTOR & FOUNDATION (TBR) 1 1 'r 1� APPROX LOC OF UG EEC UNE (TO REWN & BE PROTECTED DURING CONS7RUC770N) WOODED AREA N5301620"W I 1 296.17 iuc OF UG GAS LINE _ -a (TO REWN & BE PROTECTED DURING COWSNI C770NJ APPROX LOC OF 1 UG E7fC LINE (TO REWN & BE 4, PROTECTED DURING CON57RUC770N) EXIS77NG CASH WINDOW. G/C TO ENSURE LOOP DETECTORS ARE v PRESENT. PROVIDE IF NOT PRESENT. APPROX LOC OF UG SOYER UN£ (TO RE71lA/N & BE PROTECTED DURING CONS'TR CMV) GCIO ............. �............................. WHITE STRIPING APPROX. LIMIT OF .... , ...... y ............................' '.... ......................... ,...........41............'.'....'.'_'.'.'.'.'.'.'.'.' .'...... ...�(.�.'. WHITE STRIPING (TBR) '� (TO REMAIN) 1 SAWCUT (TYP.) i� ........ .....��-- �%- ' J I....... '�.'.'..... i'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .,• •� ••••• ........ - ^ o o AREA 11'.'.'.'.'.'.'.'AT......... % LSA 1 �'............ s a ....... /...... (TBR) �'.'.'.'.'.'.'.'.'.'.'.'.. // -J (TBR) v, 11 • 1.'.'.'i''.► , m .'.j.'.'.'.'. .. (TYP TBR) IL'.'.'.'.'.'.'.'. . ,.......'.' ' .........'.'.......... . PROP. INLET �....... • ..!'.'.'.'.'.'.' o �.......................... - _- PAVEMENT MARKING (TBR) c IP..'..'.'.'.'... ■ PROTECTION P. .........r...... 1^ �......................� (TYP.) • • • • • • • • • 11 IX/ST. PAVEMENT MARKING ....... ''.'.'J.'.'.'.'.'.'I` 11'.'�'� �......:.:.:. ASPHALT '....� (TYP,)(TO REMAIN) - - / :......... Y� II ..... r �T9Rr ........' PAVEMENT .... ■ _ 'I FFAICE ............'r.'.'.'. I .... �r3 \ �'"�\ ' ' ' ' ' (TBR) ! CHANGE I ✓G / TG VV II 200 00' CONSTRUCTION SEQUENCE THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: -INSTALLATION OF INLET PROTECTION ON ON -SITE UTILITIES (AS SHOWN) -DEMOLITION OF EXISTING SITE STRUCTURES -DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES -EARTHWORK AND EXCAVATION/FILLING AS NECESSARY -STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING -CONSTRUCTION OFALL CURSING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS -PAVE PARKING LOT -LANDSCAPING PER OPERATOR -REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70% STABILIZATION OR GREATER. REFER TO GENERAL NOTES SHEET FOR DEMOLITION NOTES THIS PLAN TO BE UTILIZED FOR DEMOLITION/REMOVAL & SOIL EROSION CONTROL PURPOSES ONLY UTILITY NOTE: CONTRACTOR SHALL CONFIRM ALL UTILITY & DRAINAGE LOCATIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IN WRITING IF ANY CONFLICTS OCCUR. EXIST. NG-48 MCDOAALD'S DIRECTIONAL SIGN. (TO REMAIN) ■.. •........ !'.'.'.'. v (�i�.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.; PROP. INLET �........... �.'.'.'.'.'.�............................ PROTECTION (TYP.) .............! + ........... J........11 LIMIT OF CONC. CURB . - st • �.............. - ::-::. :. �............I........H (TBR) 5 �'..� .........��+ '. 1t.- ......... . ... r"T �'. ..... 1 ! ...... �`•+' WHITE STRIP/NG „ .....:.......... 0, CONC.C.URB..:.O.REMA/N .':'.'..'....'.'..'.'.'...:.:....::•:.'::'..':CONC;EUR� (TO REMA/Nj. .........:::::.:.:.:: WAY" sicN�ti` / N53 �620.w ....'.'...'.'...'.. w'..'. TO REMAIN YELLOW STRIPING ( J © ........ . E --- - (TO REMAIN) 35.44 A_ . .� . r (TO REMAIN) :::.::.::.:.................... :::.::: '. DYL TO.RSUNN : ... :::... - - - -...: --0 ...... / . ►r' = R..... .............. ................ ... ...'....... ..................... BRICK PAVERS 1 CONC PA V . .... .. .... CB.... ... ......'............'..'.. . (TO REAWNJ 1 G 0 REMA/N) �'* ...............::: GRr-65 88 ........... Cd k 'i ro REAlA/N). . CON.C. 'CURB. 0-REMA/N . ..... �; .:. 1\ ASPHAL r PAV,-MENT � (TO REYNN) EX/S11MG PRESENT WINDOW. ENSURE LOOP DETECTORS ARE 1 PRESLM. PROVIDE IF NOT PffSENT. WOODEOARE- - - - EXIST. MONOLITHIC 551' CONC. WALK (rO APPROX LOC OF `" - REMAIN) UG WATER LINE (TO REWN & BE PR07EC17D DURING CONSTRUCTION) w n /22� -(TBR)- - 1 1 I 8 SYSL I MOBILE ORDER CURBSIDE PICK-UP" � 875YSL SIGN (TO REMAIN) A /D 5 MCDONALD -5" L �4 (T0 REA(A/N) c 0 wv / 9P. NG-48 McDONALD'S DIRECTIONAL SIGN REPLACE ENT. G/C SHALL /FIRM WITH McDONALD'S ACM IF SIGN SHOULD BE l TALLEO AND ITS IL LOCA77ON /N FIELD TO ENSURE PROPER DRIVEWAY/SIGHT DISTANCE / IS MAINTAINED. EXIST. "STOP" & DO NOT ENTER" PAVL-MENT MARKINGS (TYP.)( TO REAL IIN) - S S S S S S- m i = W BRICK WALL (TO REMAIN) �r CONC CURB t� r (TO REMAIN) 1 MC! "rpg " STONE AREA (TO REMAIN) EXIST. LSA r 1 STORY (TO REMAIN) MASONRY BUILDING VcDONALO'S" BLDG HT=16.0't BFPA=4,027t SF Q' CONC MAT (TO REMAIN) EXIST. LSA (TO REMAIN) STONE AREA (TO REMAIN) EXIST, HANDRNL (T)P.)(TO REMAIN) �' LS4 Q0 REMAIN) m • ' • IRLSEAD `' ; •. Chi DRNE THRU' '. (TO REMAIN) I CONC CURB WHITESTRIPING(TBR) •.��' TO REt/gj�y LIMIT OF CONC. ASPHALT CURB (TBR) PAVEMENT II FLAG POLE (TO R£M,AIN) (7YP _ TO REMAIN) S27- 24 o"W n 132.96' APPROX LOC OF AG APPROX LOC OF SEWER MWHOLE SEWER CHIMNEY -STOP" S/GN (TO REMAIN) T UP p414183 L APPROX LOC OF AG W117ER AW✓HOLE APPROX LOC OF UG WATER LINE (TO REWN & BE PROTECTED DURING CONSIRUCRON) Know what's below. C811 before you ft S -- v----_._-__ c- TR05FORM£R ON CONC PAD (TO REUNN & BE PROTECTED DURING CONSTRUCTON) © 14 - EXIST. MONOLITHIC_ -, CONC. WALK (7M)(70 REM(A/N) ASPIALT PAVEMENT (TO REMWN) G EXIST. 5' WIDE CROSSWALK (TO REMAIN © � f 1 � 1 1 �O v ....�........ ::::. .... .... ' APPROX'LOC OF APPROX LOC OF N27°42 00 E 35 RIGHT OF WAY IN BENEFIT UG DRAW LINE S/GN UG GAS LINE (70 200. 00' OF MCDONALD'S CORPORATION (7.O REAWN & BE BASE REAWN & BE (PER REF #5) PRPOTEC70 DURING PROTECTED DURING CONSTRUCTION) I S5301620'E CONSTRUCTION) IJ EXIST. *STOP" SIGN & PAVEMENT MARK/NG5 (TO RE N) 300.00' WOODED 1 AREA 0 EXIST. ACCESSIBLE SPACE & SION MOUNTED ON CONC. BOLLARD 84SE. (7YP.)(TO REUNN) EXIST. 2' WIDE MONOLITHIC COW.. WALK (TO REMAIN) EX/STING LIGHTPOLE (TO REMAIN - 7YP OF 13) CONC. WALK WOODED (TO REMAIN) AREA V © 1 1 WHITE STRIPING (TBR) +.. ...... LIMIT OFR��pyt�i CURB (T R)NC. EXIST. NG-48 McDONALD'S DIRECTONAL SIGN (TO RSAWN) GRASS APPROX LOC OF AREA UG SEWER LINE (TO REWN & BE PROlEC7E0 DURING EXIST. PAVEMENT MARK/NG (7YP.)(TO REMAIN) CONSTRU0770N) S S S S S S S 'NO PARKING ANY TIME' UP 115K UE W W W W -W W JOHN FITCH BOULEVARD (AKA ROUTE 5) TWO WAY TRAFFIC (PUBLIC -VARIABLE WIDTH) (ASPHALT ROADWAY) APPROX IOC OF UG DRAIN LINE UP I2/U"/4 ASPHALT CURB (TO RE ) TELE POST DMH RIM=66I D 1PPROX LOC OF N53°>620"W'IG DRAIN LINE 35.44' 0 O J -j O m Q Q U EROSION & SEDIMENT CONTROL NOTES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD I14ULUDE VVC I LA1V05). 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1 ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1). 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. u. TEMIPv,R ARY SEEDING OF Div 1 UR AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL Qr-- CUMPLET- 45 DAV3 PPIQP TQ THE FIP�T I(ILLING FPnST Th PROTECT FROM SPRING RUNOFF PROBLEMS. 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1. SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% RECTOR AND 48%TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE -GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITY SOD MAY BE SUBSTITUTED FOR SEED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. 12. WETLANDS WILL BE PROTECTED W/strawBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, MULCH LOCATION MULCH RATE (1000 SF) PROTECT AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)` 100 POUNDS MODERATE TO HIGH JUTE MESH OR I XCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) " A HYDRO -APPLICATION OF WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON STRAW MULCH FOR WIND CONTROL. MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. 3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. 4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR straw AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF straw OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 7. MULCHING REQUIREMENTS: 7.1. BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 8. AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF EACH WORKING DAY. 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 20 10 5 0 20 1"= 20' TM ENTITLEMENT SET / COMPLIANCE CHECK DATE STREET ADDRESS 769 JOHN FITCH BOULEVARD TOWN STATE CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERING SOUTH WINDSOR CONNECTICUT LAND SURVEYING PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN DEMOLITION &SOIL AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED D SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: 006-0187 CT212010sbc0.dwg EROSION CONTROL PLAN Z O d U co LU 0 W Q 0 W et Cg.rp y�� • • Atw"' R • '_ _ "•ono -w: Wz U) O O W� za 00 o� W O W b W �Q 0 Z 0 W J �o W w O _W Z Q F-a U = O CO U Oa m O�W O Ow Z U W O 00 °o �W 1= U W LLL m0 z U) J C) J z QQ co U) oz z ¢a U) W U) o W Q 0 F- z w 0 J z 0 0 0 w 0 W IL I1 Q STATUS DATE BY DRAWN BY: 11/22/21 KMB PLAN CHECKED 11/15/21 MLT AS -BUILT SHEET NO. C-3 OF 7 M U 0 Lo 2 X ci Y ¢ 0 PROP. DIGITAL MENU BOARD & ORDER DISPLAY/SPEAKER WITH LOOP DETECTOR (TYP. OF 2). CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATIONS OF SITE UTILITIES AND UNDERGROUND SEPTIC. CONTRACTOR SHALL NOTIFY ACM WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATIONS OF ALL PROPOSED IMPROVEMENTS. G/C TO DIG EXPLORATORY TEST PITS TO CONFIRM LOCATION AND DEPTH OF 1 UTILITIES AND INFORM 1 ENGINEER OF ANY CONFLICT. 1 APPROX. LOCATION OF PROPOSED MERGE POINT CAMERA. CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH OWNERIOPERATOR PRIOR TO CONSTRUCTION. N53°1620"W 296.17' "IMOBILE ORDER CURBSIDE PICK-UP" MAP 46, LOT 33 SIGN (TO REMAIN) N/F LANDS OF STEVE A. DALENE BK. 2073, PG. 226 Know what's below. C1111 before you ft 1 1 10.0 N�il PROP. DIGITALAg oAPPRO. LIMOF —� ; PRE -BROWSE BOARD & " ""' ■ ■ DISTURBANCE ( I Yr.) . FOUNDATION =� (TYP. OF 21 PROP. CLEAR4N BAR & APPROX. LIMIT OF e FOUNDATION; SAWCUT (TYP.) • r • p PROP. CC,jNC. MAT If . e PRO o ( 6ySyse STVL T ��� r if o e ' N g„SY' 4 ' � SC � • .• ' a 18.7' r �- • ' / PROP. L.S.A. r • � .� y D i • cIt It •10.0 / 8.6 •„ ■'' ■ .�V�� v ' • • �,•' WHTRIPING 1 I �'11 /ONE WAY" SIGN'�h, / (TO REMAIN) PA (TO REMAIN) a LIMIT OF PROP. EXTRUDED CONC. CURB I 0 �TTrTr� 1 APPROX. LOCATION OF EXISTING CASH WINI )OW. G/C TO ENSURE LOOP UL. I L.G I ORS ARE PRESENT. PROVIDE IF NOT PRESENT. 1 STORY MASONRY BUILDIN(; "McDONALD'S" 1 BLDG HT=19.3'± BFPA=3,936± SF 6 1 MAP 46, LOT 26 1 N/F LANDS OF I MCDONALD'S CORP. BK. 436, PG. 385 APPROX. LOCATION OF EXISTING PRESENT WINDOW. G/C TO ENSURE nO,{ LOOP DETECTORS ARE PRESENT. PROVIDE IF NOT PRESENT. J/Nb'Hl lZ , . 8 /S rs, o' 2 0 0 I PROP. L.S.A. �80' pp� •. "RESERliEO •. DRIVE THRU" (TO REMAIN) ♦9 0 ID SIGN k0 ♦♦•. ;bfCDONALO'S" �' � `' • (TO REMAIN) I LIMIT OF PROP. �-\� H nv m EXTRUDED CONC. CURB 1 "QT17P" QrAf U) PAWIN) S2704_2'00"W 132.96' YELLOW STRIPING \ (TO REMAIN) LIMIT OF PROP. EXTRUDED CONC. CURB 11110. © 14 0 I 1 1 WHITE STRIPING (TO REMAIN) S53°1620'E 300.00' ' MAP 46, LOT 25 N/F LANDS OF 1 TONY'S TURTLE GAS, LLC 1 BK. 2208, PG. 55 INSET A (SEE SHEET C-5) sz 0 1 1 PROP. L.S.A. ........... f LIMIT OF PROP. EXTRUDED CONC. CURB ■ —OH T OH 011OH OH ON OH OH —OH —OH OH JOHN FITCH BOULEVARD (AKA ROUTE 5) WO 1TR WAY TRAFFIC (PUBLIC -VARIABLE WIDTH) (ASPHALT ROADWAY) NO PARKING ANY TIME' MAP 4U, LOT 34 N/F LANI )S OF CUSSON ENI I RPRISES, LLC BK. 11V1, PG.278 LAND USE / ZONING INFORMATION & NOTES 1. APPLICANT / OWNER: McDONALD'S CORPORATION 110 NORTH CARPENTER STREET, CHICAGO, IL 60607 2. PARCEL: MAP 46 LOT 26 769 JOHN FITCH BOULEVARD TOWN OF SOUTH WINDSOR HARTFORn CT ZONING ANALYSIS TABLE ZONING DISTRICT GC (GENERAL COMMERCIAL) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 30,000 SF 49,918 SF NO CHANGE MINIMUM FRONTAGE 100, 133' NO CHANGE AAAY RI III nIN(: rn1/FRA(:F 3.900 / 4991A = 7.8% NO CHANGE MIN. FRONT SETBACK 50' 59.1' NO CHANGE MIN. SIDE SETBACK 10, 54.5' NO CHANGE MIN. REAR SETBACK 15, NO CHANGE NO CHANGE MAX. BUILDING HEIGHT 40' 19.3' NO CHANGE IMPERVIOUS COVERAGE 65% 77.1 % (38,510 / 49,918) 77.1% (38,480 / 49,918) (E) PARKING SPACES 78 61 61 PARKING CRITERIA (9'x18') 1 SPACE PER 50 SF OF GFA 3,900150 = 78 SPACES ACCESSIBLE PARKING SPACES 2 3 3 ACCESSIBLE PARKING CRITERIA (STANDARD SPACE- 8'xl8' W/ 5' ACCESS AISLE) (VAN ACCESSIBLE SPACE-8'xl8' W/ 8' ACCESS AISLE) TOTAL PARKING 26 TO 50 = 2 ACCESSIBLE SPACES VAN ACCESSIBLE SPACES= 1 / 6 SPACES EXISTING NON-CONFORMANCE N53'16 20 "W 35.44' _Q O O J � O ¢ v Q vJ 5� L UTILITY NOTE: CONTRACTOR SHALL CONFIRM ALL UTILITY 4N DRAINAGE LOCATIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IN WRITING IF ANY CnNFLICTS nCCUReccUR- PAVEMENT STRIPING LEGEND 6"ISYSL = 6" SINGLE YELLOW SOLID LINE 8"ISYSL = 8" SINGLE YELLOW SOLID LINE 4"ISWSL = 4" SINGLE WHITE SOLID LINE REFER TO GENERAL NOTES SHEET FOR NOTES THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DOOR PULL NOTE: NEW SIDEWALK CONSTRUCTION SHALL BE ADA COMPLIANT WITH EDGE OF NEW SIDEWALK AND ANY OBSTRUCTION, INCLUDING RAILINGS, BEING INSTALLED A MINIMUM OF 24UN FROM THE DOOR LATCH. 20 10 5 0 20 1 "= 20' T ivI I ENTITLEMENT SET COMPLIANCE CHECK DATE STREET ADDRESS 769 JOHN FITCH BOULEVARD T TOWN SATE SITE CIVIL AND CONSULTING ENGINEERING CONSTRUCTION CHECK DATE ) �'""" STATE LAND SURVEYING SOUTH WINDSOR CONNECTICUT PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ONLY APPROVED, SIGNED BOHLERND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: 006-0187 SITE PLAN CT212010sbcO.dwg ME z O W U co W 0 W Q W Ir • .,...sue _d490f ER wz OFW V5 za OCL 0 � 0 w Wo W 0- Q F_ O z O w J F — 3:o W Wry O =1}- z � Q F- CL F- U = O (A U O a m F- o �Q o oU z ofO CL W Q � U in Co U Oa z cn J � J z ¢ Q U)z Q:S U) W W U i O Q W a 0 13� d Q a z z 0 � z w Q Y) 0 J Z 5 0 W 00 W O- IL C'rATI IQ T•IATC 0\/ vl�lvv unl� ui DRAWN BY: 11/22/21 KM PLAN CHECKED 11/15/21 MLT AS -BUILT SHEET NO. C=4 OF 7 m a 0 x x 2 X 0 U Y 65•35 Z `e O-------------- h 65,39 , 65.35 0400 , , , I , , , , REFS ............ r.�. 65.45 IV36043�6„ 66-22 65.86 65.77 _ _---------- - . 66.38 65,88 -------------- 65.75 65•g5 66.15 65.96 4065,37 _ N 66.49 65.86 66,38 ' fiW 66.32 e` 1 65•98 x 65.80 6601 1 -------------------- -- -` -` _ % 6606 / 66.1 1 ■ r ■ �► �'X . 66.01 X 65 g0 {� 6628 x e♦♦♦•• r66.10ME r■rrr■rrrr■r■rr■■r■■■ x 65.87 8W 66.01 �' '�X 6629 .86 ♦ ■ ■ ■ r ■ r Ron 65 6 66.14 ■ ■ ,,- __ 5.90 x 66.92 ♦♦♦♦• 66.19tME ■■r■r■rrr■■■rrr■r.■ - 66_ < 66.76 61.56 ♦♦ ■■r■r■i?ii_:: 66.11 S S ♦♦ 6 5g 66.20±ME Xxrxxvir ♦♦ 66.70 ■ , .� x • 66.90 , \` • ■ 66.75Air , � 66.70±ME TC=67.53 i � x 66.72 BC=67.03 66.80 � i a �T F% TC 67.37 .64 i ;a_ 'G' 0 6693 X ■ CONTRACTOR SHALL FIELD LOCATE EXIS I ING UTILITIES ♦ 67 ■ PRIOR TO CONSTRUCTION AND IF REQUIRI 1), DIG TC=67.22 - ; 1 1 -- i EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATION `-----67 a ---------_.___ - __ X'- ■ OF SITE UTILITIES. CONTRACTOR SHALL No I IFY ACM WITH 67.20 ------- (qi, (,� ! J" _ 1 ANY CONFLICTS AS NEEDED TO COORDINAI I,/ I FINAL ( `� J TC=67.60 66.83 ■ LOCATION OF ALL PROPOSED IMPROVEMI N iS (TYP.) �, TC=67.85 X ■ at f BC=67.35 �' BC=67.10 r x ��t ■ i 71 TC=71.73fME 71.52 X 1 ` BC=70.83fME BC=71.28fME 1163 h r r r / r r 71-28 r O 71.19 ------------- F d X 71.35±ME i-♦ TC=72.90 71.48±ME 714 ♦♦ t t t t r i/ 72 ' i 71.68 X 71.40 i' ; si 4 71 9 TC=72.10 ' X ' TC=72.50±ME O Ohl , �, ' BC=71.60 � �'j BC=72.00±ME / a ♦ -- /'?o`s X X 0 , , i, 0 �2.02 r J, r f - -7 tttt.2 X 7283 TC=72.63±ME _ _ �a1 si.�r, 71.72 - ---------- - - tttt BC=72.11±ME ■__ ;. 72.00±ME �t t •♦tt4 27176 6' 7220 -` 72__ ■■■■■ ■■■■■■■■■■■■ ; ' TCTC=7�2.63±ME' BC=72.11±ME 72.27 G - ` ♦ 72 ♦ X 72.14 r . , X rlr ♦ X X72.60 72.62 � ; 12• ° TC 73.08 7 G 72.57 121 TC=72.71±ME ; TO 73.18 BC=72.18±ME 072.62 TC 72.96 ; ------------------------ G 72.45 .............. --------------' ■.. X ■ • '--- INSET • Ri TC=68.16 15 - ' 66.79 ; " �... a 67.75 BC=67.66 ` \ ` �O i 66.96 SCALE 1" =10' a I ga 4 % >V TC=67.89 6 X , o •�Q�i?� �. ,� BC=67.39 ��� X ` --_ --- 93 ; �✓ 53 67.75 PROFS �11VEER X r • 67.90 ■ 67. 67. },; • ■ 68.93 68.41 r r 89) , -' 4J A ■ ; TC=68A0 TC=68.09 _ ---- BC=67.59 ■ I W z AtAW • 69 '69'"_ ___ `r1 BC=68.45 - GB vi°l I ; % i • -'" r 1 00 X 1 L�oj ' i • '' TC=69.27±ME r 1 ■ � I • - III TC=69.20 TC-69.20 r U) ( C9 BC=68.70 '� i t' BC=68.70 X 67. 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CD rrr rrr I,EI BC=68,85±ME t t •ttt�.. ♦♦♦♦♦ / C 6B i2 .. - ---- ------ . . . . . . . . . . 7 - W O Q U G rrr *wrPo' t G'68•?9 .� ', G 66.74. . . . . . . . . . . . . . . . . . . . . . . . . .G 66...10. . . p 0 U) = U rrrrr rrrrr IS1 / h ` i TC 68..80 . , 7C 6725 TC 666J . �- CL I- U = g 68.93±ME rrr9 ' ' O 1 0000010 X TC=69.29 ` . . . . . . . . . . . . . . . . . . . . 1 tz n I- 1 E �� BC=68.79 ' . . . . . . . . . . . . . . . . . . . . . . . . . _70-. . . . . . . . . . . . . . . . . . . . . ~. ` w m O - i v jX u� `. ; . . . . . . . . . . . . . - ,> - `� Li W e- . . \i . . . . . . 7. . . . . . . . . . . y -__,\ 0 or: O ------------ - _� x �9�j I ; W E ❑ x 6 6860 X 86.68 65• 65 - - J j - - -. - O z /c x _ o �- 6856 W I= 69.29 / 68.58 . . . . . , U o 65.83 65 83 . . . on 5 \ X 69 00 � 1 �o W . . . . /gyp Lu $gig X 70.35fME e J Z ITO 69.96 c-___--__-.G--- -- �4 1 M , . . . . 70. 6985 69.61 X G 69.95 - --e-- -- -c ��� 70.71 e 62 ,TC 67 52 / ' C 70,6g 1 _ C-- �O- G 68• 6851 . . �. G 87.00 7 ----------------- . . G 66.27 5 1 ,1 `- 10 VA - •6 69.02 . . .-------- x / 70-- 0 9 TC=71.30 G. C .G . . c. -G 6 . G . c 6 . G . G . G . G� c G G- 71,14 G 1 ' BC=70.80 TC=70.7 \ - a060 =71. 0 1 BC=70.5 fME �,' IN, \ 69.55 '1 x 6922 71.30 TC=71.23 / BC=70.73 71.41 108 X I o I Kz fF=71.45 TC=71.28 N / 71.45 ,� / BC=70, 78 ;: i ' 71.40 il� TC=71.30 ` / I S5301620'E � BC=70.80 300.00' I l 71, 41 1. 70.40 ;' � ' X TC=71.31 TC=70.33fME BC-70 81 BC-69 83f111,07- �O ¢¢ z ¢ag W U> co W U LLL. p O ¢ W Q 0 U) b O W of tY � Q z Z (j J U) 10.48 1 n, O 10 5 2.5 0 10LLI 71 d9 "� :n 70.10fME p \ice I o FF=71.47 v �'' TC=71.32 ® \ TM ENTITLEMENT SET 80=70.82 0 1V K% 70.22fME 1 STREET ADDRESS > DS 71.47 42 71 42 ' / COMPLIANCE CHECK DATE 0 / (BRICK) 71.47 71 j O TC=71.33 TC=70.60 769 JOHN FITCH BOULEVARD O_ o BC=70.83 BC=70.10 STATUS DATE BY � TOWN STATE Know what's below. C811 before you dig, r 70.94 TC=70.84 71 - BC=70.84 x 70.35 TO 70.72 70.78 G 70.27 ' 70.35fME d 70.95 71.40 7% 71.45 v TC=70.85 TC=70.85 % FF 71.45 BC=70.85 TC=71.30 70.44fME BC=70.35 (TILE) 5 X 7136 71. 1. 09 11V , 60=70.86 / h ; 4 TC=71_37 '� TC=70.90 ; 1 71( 451 ` � . r� 1 � 71) 404 IF R,^= 7n 4n CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERING SOUTH WINDSOR CONNECTICUT LAND SURVEYING DRAWN BY: 11/22/21 KMB PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE COUNTY PLAN CHECKED 11/15/21 MLT CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD AS -BUILT PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION SHEET NO. THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARYAND SHALL NOT BE COPIEDOR USED FOR ANY PURPOSE WITHOUT PRIORWRITTEN AUTHORIZATION FROM BOHLER ONLYAPPROVED, SIGNEDAND SEALEDPLANS SHALL BE UTILIZED FORCONSTRUCTION PURPOSES ©BOHLER I.D. CAD #: 006-0187 GRADING PLAN C-5 CT212010sbC0.dwg OF 7 r` 0 4--9 a" ELECTRICAUILLUMlNATION 3 1'-10" 6 a" 1'-10" 3 11 i" 2 5„ DESIGN BY OTHERS. TOP PORTION OF PLATE N 0 O O ° o N O TO BE PAINTED (4) M8 S.S. BOLTS 1" T_ eo " FABRICATED MIDNIGHT OIL 81 FABRICATED ° (8) M8 S.S. ° ° STEEL CHANNEL O ° STEEL CHANNEL J, BOLTS ° O FABRICATED ° ° (4) M8 S.S. BOLTS #.. Bps° ° 9 e" ° STEEL ICATED BRACKETMOUNTING (S.SMBOLT ° ° ° ° STEEL MOUNTING 3 "6 9ze. BRACKET 0 9.8"X3.9"X0.20" FABRICATED 1s STEEL COLUMN " FABRICATED STEEL COLUMN o 00 e0 M ' (4) M8 S.S. BOLTS ' FABRICATED STEEL ° ° d" CANOPY EXTENSION A FABRICATED STEEL ° MOUNTING BRACKET MOUNTING BRACKET A TO PAINTED NB YELLOW o ° ° o o _ L �" FABRICATED c�T fN O STEEL CHANNEL UNDERSIDE OF CANOPY t PAINTED NB YELLOW A 4 9 B" A 2-5" g' FABRICATED STEEL CHANNEL SPEAKER rn B B B B TO BE PAINTED STEEL BASE PLATE MIDNIGHT OIL BASE PLATE aims SUPPORT FRAME ALL STEEL SHALL BE SUPPORT FRAME HOT DIP GALVANIZED. 4''M1<0" OOW DO w � T O O TOP VIEW AREA OF SCREEN WTIH BEZEL 0.92 m EACH [9.9 FT] AREA OF SCREEN WTIH BEZEL 0.92 m EACH [9.9 FT] FABRICATED STEEL COLUMN BASE PLATE SIGN CABINET/MENU BOARD DESIGNED BY OTHERS (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR, CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) DIGITAL MENU BOARD DETAIL MR T-2" SEE DRIVE THRU CONCRETE PAD DETAIL FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR DETECTOR LOOP. NOTE: NO STEEL IS TO BE USED IN CONCRETE. 18"- 4" MAX NOTE: THIS DIMENSION TO BE USED FOR THE REMOTE DETECTOR LOOP (SEE DETAIL BELOW) CUSTOMER a. v ORDER 5'4" DISPLAY a d 4 a VEHICLE 1 1/2'�PVC SLEEVE Fd DETECTOR DETECTOR LOOP LOOP INSTALL PER MFR. WIDTH OF DRIVE THRU _ RECOMMENDATIONS CONC. CURB I SEE NOTES PLAN 18" - 24" MAX. NOTE: THIS DIMENSION TO BE USED FOR THE REMOTE DETECTOR LOOP (SEE DETAIL BELOW) 1/2" PRE -MOLDED EXPANSION JOINT MATERIAL CONC. CURB OR CURB AND GUTTER PAVEMENT a° N 1 112' SLEEVE FOR VEHICLE DETECTOR LOOP +_�C.O.D. FOUNDATION NOTE: FOR REMOTE DETECTOR LOOP ADD CONCRETE PAD, J-BOX AND 24" MAX. DIST. FROM CLCONDUIT TO EDGE OF CURB SECTION AUTO DETECTOR LOOP DETAIL N.T.S. P! SIDE VIEW SIGN CABINET DESIGN BY OTHERS. 00�3DD z� 0 0 TOP VIEW e OVER TURN16 I /—MENU BOARD DESIGNED BY OTHERS 9.8"X3.9"X0.20" FABRICATED STEEL COLUMN BASE PLATE FRONT VIEW (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) I I .I I o I I` ' SIDE VIEW N.T.S. DIGITAL PRE -BROWSE BOARD DETAIL I• — V-2" "1 YELLOW REFLECTIVE .313" MOUNTING HOLE; NBS WITH CORAD CAP ON BOTH SIDES WHITE SCREEN PRINTED DECORATION .025" x .075" SLOTTED MOUNTING HOLES • DESIGN FACTOR: TBD • .150" PIGMENTED ABS CORAD CAPPED BOTH SIDES - MATCH GREY FORD - MED DK PLATINUM • WHITE SCREENED COPY 1ST SURFACE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. • 3M 680-71 REFLECTIVE YELLOW - NUMERAL BACKGROUND CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) • 4.57 SQUARE FEET PULL FORWARD SIGN N.T.S. z W J - 2 z Q > w U 0 a w w n CO L o a_ a N.T.S. 11 Aff ,@F PAVEMENT RECONSTRUCTION z �I (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) CUSTOMER ORDER SPEAKERICANOPY DETAIL 6' 8" 3'-0" N CV M M M � o° M O M ZN 4T OANK o , <V O 1� DRIVE --YOU 3'-2" NOTE: ARROWS SHALL BE c NOTE: "THANK YOU" TEXT SHALL PAINTED WHITE 7 BE PAINTED YELLOW (PMS 123)C?l o THRU 1. 60 80 60' NOTE: DOUBLE HEADED ARROW SHALL BE NOTE: "DRIVE THRU" AND ARROW PAINTED YELLOW (PMS 123) SHALL BE PAINTED YELLOW (PMS 123) NOTE: ALL PAVEMENT MARKINGS TO MEET THE STANDARDS OF THE CURRENT McDONALD'S SITE PLANNING GUIDE. TYPICAL PAVEMENT MARKINGS N.T.S. 1.5" BIT. CONC. WEARING COURSE 1.5" BIT. CONC, BINDER COURSE 6.0" 4,500 PSI AIR-1 NI RAINED CONCRETE 6" GRANULAR BASE (W AT TRASH ENCLOSURE) TACK COAT VERTICAL 6" GRANULAR SUBBASE EXISTING BITUMINOUS CONCRETE I 0" GRANULAR BASE SURFACE NEW I EXIST. AND BASE 6.0" GRANULAR SUBBASE MATCH EXISTING GRADE SAWCUT TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT NOTE: FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH GEOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALUS, OTHERWISE, G.C. WILL BE CHARGED. CONCRETE & BITUMINOUS CONCRETE PAVING DETAIL N.T.S. EXISTING SUBBASE NEAT SAWCUT OR MILL V OF EXIST. PAVEMENT SECTION, POWER BROOM, TACK COAT TIE-IN PROPOSED WEARING COURSE, & SEAL JOINT W/ EMULSIFIED ASPHALT U) w w O w > Lu PAVEMENT TIE-IN DETAIL N.T.S. 15'-411 r--4'-117/16" rV-0"-I r 4'-117/1V' - F F v M F g m 3/4" ROUTED ALUMINUM LETTERS 18 GAUGE STEELARMS 14 GAUGE CHAIN END CAP BLACK ABS BAR 1/4"ALUMINUM PANEL L 9"] .080"ALUMINUM CAP DALUMINUM LETTERS I 18 GAUGE STEELARM HINGE 14 GAUGE CHAIN ' BLACKABS BAR 1/4" ALUMINUM PANEL r 14• 4MM ACM REVEAL I 1' X 14" X 14" PLATE 718' HOLES 2' CENTER HOLE 6" X 6" X 3/16" SQUARE TUBE e o 3/4"ANCHOR BOLTS PANEL DETAIL BASE PLATE DETAIL 1/4"ALUMINUM PANEL W/ 1ST SURFACE PAINT SCALE: 1" = V-0" &VINYL DECO.: l YELLOW DUPONT CENTARI 5000- BACK- 10. J GROUND, COPY & ARROW 1" X 1" X 1/8"ALUMINUM ANGLE - S 3630-22 BLACK - LANES POLE COVER DETAIL SWINGARM DETAIL DESIGN FACTOR: TBD DESIGN FACTOR: TBD 4MM WHITE ACM POLE COVER 18 GAUGE STEEL ARM WITH HINGE 4MM ACM SKIN .080"ALUMINUM CAP AND SHROUD W/ 1ST SURFACE PAINT AND VINYL EXTERIOR FINISH: DECORATION: POLE COVER GRAY FORD-MED DK MATCH PMS 109 C YELLOW - SWING ARM DK PLATINUM MTT25.12 BLACK VINYL - "CLEARANCE 9 FEET' -OHO"ALUMINUM SHROUD SHROUD AND BASE PLATE - MATCH COPY B.M. 1631 MIDNIGHT OIL "DRIVE-THRU" LETTER DETAIL BASE PLATE CLEARANCE BAR DETAIL 3/4• ROUTEDALUMINUM LETTERS W/ 1ST BLACKACM PIPE W/ 7725-15 YELLOW SURFACE VINYL DECORATION: VINYL STRIPESAPPLIED TO 1ST 180-15 BRIGHT YELLOW (OPAQUE) - SURFACE "DRIVE-THRU"COPY END VIEW SQUARE FEET: BOXED = 163.56 BLACK - COPY OUTLINE ACTUAL = 20.22 (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) GATEWAY CLEARANCE BAR RFFFR TO SITE PLAN FRONT VIEW FULL HEIGHT OF CURB REFER TO SITE PLAN CURB TRANSITION FLUSH TO FULL HEIGHT OF CURB o TRANSITION CURB DETAIL 4" WHITE PAINT STRIPE TYP. REFER TO SITE PLAN CURB FACE `— 4" WHITE PAINT STRIPE TYP. 75° PARKING 90° PARKING STALL STRIPING PAVEMENT SURFACE z O F— 0-1 U U) w OP. h w D' N.T.S. G.P.- -F,,,ggq{{{�e dlL a N.T.S ENTITLEMENT SET TM STREET ADDRESS COMPLIANCE CHECK DATE BOHLER/ 769 JOHN FITCH BOULEVARD TOWN STATE CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERING SOUTH WINDSOR CONNECTICUT LAND SURVEYING PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN DETAIL AUTHORIZATION FROM BOHLER ONLY APPROVED, BOHLER AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: 006-0187 CT212010sbcO.dwg SHEET � ��i�r:•1♦Ov � PROF �l{VEER wz U)O O w t= za OQ� co UO 2 U, w D- o w OaQ z r� O w OR jyp w or w O D- O = z Q �a U 2 O (A U Oza m O�w O _ 0w z U Q O oU Oz cl�0 C) LU a � U w FL Od z (0 J 0 Qz =Q cnco 0 z z Q D_ w U) U LU E_ 0 LL. 0 O Q w H Q 0 U) O w D- I Q z z (D J d z z w (7 a 0 a z 0 0 0 w > 0 Of D_ a STATUS DATE BY DRAWN BY: 11/22/21 KMB PLAN CHECKED 11/15/21 MLT AS -BUILT SHEET NO. C=6 OF 7 WOODED AREA APPRJ.� UGLINE (PER UTILlIY (SEEEAN�53°16'20"W296.1T APPROX LOC OF UG ELEC LINE (PER REF 1 4) (NfV-SEE NOTE 1J) APPROX LOC OF UG ,SEWER LINE (pa firr/V (NFV--SfE WX 1J) A REA APPROX LOC NOf UG(f�TREFER L{f (AFY--S££ N07E 1J) (PER REF 15) w VOWLE 0/?DER o MAP 46, LOT 33 CURBSIDE PICK-UP" NIF LANDS OF ii STEVE A. DALENE TRASH CAN, 0-. BK. 2073, PG. 226 (1)'P) ), U U (S' w-, x w CONC BOUND W/ PkJ fOUND J / z o F,w / l OWK W�� TBM A >ZJ W I=- � (n 0' z LuUj �aLL - - — - - 00 F- o 0 _ U- 1?=2500' U W � d=099001'40" E=W L=43.21' y4.o1 W CHB= 77° 12' 50"W o E I CYID=.38.0.3' Zow a= —Of r- �S _o o �--5 S-- WZo < APPROX LOC OF AG U o S�ER REF14) ow 00 (NfY S££ NOM 1J) w zn z < � z r � W W W— Qwo-j Z m z APPROX 100 OF AG J 0 X � WAT(-R RIF 14) 000 (NfV-S££ NOT£ 1J) MAI BOXL 0 IL zo2 OWLU UF-� I I MAP 46,LOT 33 ! NIF LANDS OF I STEVE A. DALENE S S$S S S "STOP" APPROX 10C OF SEWER CHIMNEY (PER REF 14) UP 1141R3 1NEV-sFc ,un.W lr) APPROX LOC OF JOHN FITCH ]LBOULEVAIRD U PIA REFLIN (AKA ROUTE 5) TWO WAY TRAFFIC iun'-sffWF1..3) (PUBLIC -VARIABLE WIDTH) (ASPHALT ROADWAY) A/FW rdCCWrAlf sn'r>anl WOODED AREA AND --�,,.5'53°1620"E 30+0.00' `WoogEo AREA x 7} 20 I N 1 / x / CONC BOUND - FOUND P.O.B. BK. 436, PO J85 APPROX IOC OF UG SEWER LINE (PER REF 14J (NfV-SEE N07F 1J) WOODED AREA APPROX too OF NZ/ -% 4Z UU t , UG GAS LINE 200.00 (PER UTILITY MARKOUr) (SEE N07E 13) MAP 46, LOT 25 NIF LANDS OF TONY'S TURTLE GAS,= BK. 2208, PG, 56 L_FGFNn --125 -- L/\IV II IIYV VVIV 1 VVfV v/./ v•,. ,.,�,, .•, • ,...,v� X 12.5.4.5 EXISTING SPOT ELEVATION EOC EDGE OF CONCRETE X TC 12J.45 EXISTING TOP OF CURB ELEVATION EOP EDGE OF PAVEMENT X G 122.95 EXISTING GUTTER ELEVATION LS4 LANDSCAPED AREA X TW 123.45 EXISTING TOP OF WALL ELEVATION (AP) TYPICAL X8W 122.95 EXISTING BOTTOM OF WALL ELEVATION 10 PARKING: SPACE COUNT X PF 123.45 EXISTING FINISHED FLOOR ELEVATION SWL SOLID WHITE LINE X DS 12J•45 EXISTING DOOR SILL ELEVATION SYL SOLID YELLOW LINE � M WATER VAL_VF nl r ,mil ml r vv U/L YELLOW uvu�! i GLLVVV LINE © GAS METER HT HEIGHT OH --- OVERHEAD WIRES BLDG BUILDING G - - APPROX. LOC. UNDERGROUND GAS LINE BfPA BUILDING FOOTPRINT AREA -- £- APPROX. LOC. UNDERGROUND ELECTRIC LINE UTO UNABLE TO OPEN - -- S -- - APPROX. LOC. UNDERGROUND SEWER LINE [21,4J BUILDING DIMENSIONS W APPROX. LOC, UNDERGROUND WATER LINE DC DEPRESSED CURB UP + UTILITY POLE — CB CATCH BASIN OR INLET LP AREA LIGHT SIGN © DMH DRAINAGEISTORM MANHOLE o MAIL BOX © SMH SANITARY/SEWER MANHOLE • BOLLARD ® WMH WATER MANHOLE Po POST 1•D' OFFSET OF STRUCTURE AT GROUND LEVEL RELATIVE TO PROPERTY LINE a PAINTED ARROWS INVERT ELEVATION /NV GRT GRATE ELEVATION MAP 46, LOT 34 NIF LANDS OF CUSSON ENTERPRISES, LLC BK. 1119, PG. 278 er PG�3g5O� �36 • P 0 00 Q�E APPROX 10C OF UG DRAIN LINE (PER REF 1'3) (NFW-SEE NOTE 13) DMH RIM=66 60 (00-241ED) V x 5F IK APPROX 10C OF UG DRAIN LINE Ke ( REF r (NFYNfV-SEE NOTE /3) r CONO CURB1 ' -C- 1 �--_ C • � -G REDIR I �•�; `` J5' R/GHT OF WAY IN BENEFIT DONALD'S CORPOR9710N �P�REF APPROX LOC of FUND SIGN WE REF %r f � o 15) (PER 13)E (NW -SEE NOTE 1J) �j J C4 ® � ~ d �d F �J•i �'. S,,JI z ,'i �;J" LOCUS MAP ©2013 ESRI WORLD STREET MAPS NOT TO SCALE NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 AND T-2 SURVEY AS DEFINED IN THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300B, EFFECTIVE DATE JUNE 21, 1996. THIS SURVEY IS ALSO PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT, ADOPTED ON SEPTEMBER 26, 1996, BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC., THE BOUNDARY LINES SHOWN HEREON ARE BASED UPON A RESURVEY OF THE SUBJECT PROPERTY. 2. PROPERTY KNOWN AS LOT 26 AS SHOWN ON THE TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, STATE OF CONNECTICUT; TAX MAP NO. 46. AREA = 49,918 SQUARE FEET OR 1.146 ACRES. 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE AS -BUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X-UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER REF. #2 7. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS). TEMPORARY BENCH MARKS SET: TBM-A: X-GUT IN CONCRETE BASE OF ID SIGN. ELEVATION = 73.47' TBM-B: X-CUT IN CONCRETE PAD NEAR REAR OF BUILDING. ELEVATION = 70,76, PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. 8. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. REFERENCES: 1. THE TAX ASSESSOR'S MAP OF SOUTH WINDSOR, HARTFORD COUNTY, MAP #46. 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, HARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) PANEL 378 OF 675," MAP NUMBER 09003CO378F, MAP EFFECTIVE DATE: SEPTEMBER 26, 2008. 3. MAP ENTITLED "PLOT PLAN, PREPARED FOR: CUSSON AUTOMOTIVE, INC.," PREPARED BY MESSIER & ASSOCIATES, INC., DATED AUGUST, 1999. LAST REVISED NOVEMBER 3, 1999. SHEET 4 OF 7. 4. MAP ENTITLED "MCDONALD'S, JOHN FITCH BLVD (ROUTE 5), SO. WINDSOR, CT." PREPARED BY C.T. MALE ASSOCIATES, P.C., DATED SEPTEMBER 10, 1985. SHEET SP-1. 5. MAP ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY FOR MCDONALD'S CORPORATION, JOHN FITCH BLVD, SOUTH WINDSOR, CONNECTICUT," PREPARED BY C.T. MALE ASSOCIATES, P.C., DATED SEPTEMBER 10, 1985. LAST REVISED OCTOBER 24, 1985. THIS IS TO CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND IS SUBSTANTIALLY CORRECT TO THE DEGREE OF UTILITIES: ACCURACY SHOWN HEREON. THE FOLLOWING COMPANIES WERE NOTIFIED BY CONNECTICUT ONE -CALL. SYSTEM (1-800-922-4455) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING ®�CO AND SERVICING THIS SITE. THE (UNDERGROUND UTILITY INFORMATION SHOWN HEREON ��• ' S �• IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED /.Q •Q�`��•�G d'p SERIAL NUMBER(S): 20172901711 WITH RAISED I SSION OR BLACK INK SEAL Co , r19� L!L ( c' UTILITY COMPANY PHONE NUMBER BUCKEYE PARTNERS, L.P. 610-904-4940 � ]a; ;) COX COMMUNICATIONS 800-598-0628 tLIL,y�a �qt( BrgoKti�� EVERSOURCE ELECTRIC 800-778-9140 • __ EVERSOURCE GAS 203-317-4501 THE STATE OF CONNECTICUT REQUIRES NOTIFICATION BY FRONTIER COMMUNICATIONS 1-800-598-0628 _ _ 10-23-18 EXCAVATORS. DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE METROPOLITAN DISTRICT' 860-278-7850 DATE THE EARTH'S SURFACE ANYYr HERE IN, THE STATE TOWN OF SOUTH 1IV*X)So R 8G0-644-251 1 JA o E11 1L1/ CONNECTICUT PROFESSIONAL LAND SURVEYOR #70249 GRAPHIC SCALD' 20 0 10 20 40 ( IN FEET) i inch = 20 ft. 80 FIELD DATE BOUNDARY & TOPOGRAPHIC SURVEY 8-17-18 FIELD BOOK NO. McDONALUS U SAS LLC 18-13 MA 769 JOHN FITCH BOULEVARD FIELD BOOK PG. MCDonaldjs® MAP 46, LOT 26 TOWN OF SOUTH WINDSOR, HARTFORD COUNTY 3 L/C# 006-0187 STATE OF CONNECTICUT FIELD CREW CONTROL POINT BSB ASSOC I A T E S, INC. ALBANY, NY 5182175010 �' 352 TURNPIKE ROAD CHALFONT, PA 2157129800 DRAWN: MANHATTAN, NY 6467800411 SOUTHBOROUGH, MA 01772 MT LAUREL, NJ 6098572099 R.J.K. 508.948.3000 - 508.948.3003 FAX WARREN, NJ 9086680099 REVIEWED: APPROVED: DATE SCALE FILE NO. DWG. NO. E.LOC/AJD J.C.W. 10-23-18 1 1 1 03-170095 1 1 OF 1 I SITE DEVELOPMENT PLANIS N ; I o Go FR RD L _ NEWBERRY - ' I South Windsor ti �F-4S -4N 2 U - 50'- LOCATION MAP SCALE: 1 "=1000' PLAN REFERENCE: USGS MANCHESTER, CT QUADRANGLE FOR: EXISTING WITH DRIVENEENTHRU LOCATION OF SITE: 769 JOHN FITCH BOULEVARD TOWN OF SOUTH WINDSOR HARTFORD COUNTY, CONNECTICUT MAP 46, L nT 26 MAP 46, LOT 33 N/f= I ANDS OF STEVE �-' A. DALENE 0000, MAP 46, LOT 26 N/F LANDS OF THE MCDONAI n' s CORE' GC (',I NI I:AI C0MMI I:(:IAI MAP 46, LOT 33 N/F LANDS OF STEVE A. DALENE MAP 46, LOT 27-2 N/F LANDS OF 729 JOHN FITCH BOULEVARD LLC 35' McDONALD'S R.O.W. ` MAF' 46, LOT 34 / N/F LANDS OF CUSSON ENTERPRISES, LI (; INDUSTRIAL O J 0 W MAP 46, LOT 25 N/F LANDS OF TONY'S JOHN FITCH BOULEVARD TURTLE GAS, LL( AREA PLAN SCALE: 1 "=150' PLAN REFERENCE: 2016 CT ECO ORTHO PHOTOGRAPHY SHEET TITLE I SHEET NUMBER COVER SHEET C-1 OF 7 GEP�ERAL NOTES SHEET C-2 OF 7 DEMOLITION & SOIL EROSION CONTROL PLAN C-3 OF 7 SITE PLAN C-4 OF 7 GRADING PLAN C-5 OF 7 DETAIL SHEET C-6 OF 7 DETAIL SHEET C-7 OF 7 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS) 1 OF 1 SHEET INDEX GENERAL NOTES: 1. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY 00 THE GENERAL CONTRACTOR. 2. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERIMETER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHTING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 3. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 4. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 5. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 6. ALL ELEVATIONS SHOWN ARE BASED UPON, NAVD 88 PER SURVEY NOTE #7. 7. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL zz WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. a 8. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. FOUNDATION DESIGN AND ww CONSTRUCTION IS BY THE GENERAL CONTRACTOR. PAVING SPECIFICATION (SEE PAVEMENT DETAIL) IFLEXIBLE PAVEMENT SECTION: I -1.5" CLASS 2 TOP COURSE -1.5" CLASS 1 BASE COURSE -6.0" GRANULAR BASE -6.0" GRANULAR SUBBASE RIGID PAVEMENT SECTION: -6.0" 4500 PSI AIR -ENTRAINED CONCRETE -8.0" 4500 PSI AIR -ENTRAINED CONCRETE AT TRASH ENCLOSURE -6.0" GRANULAR BASE -6.0" GRANULAR SUBBASE NOTE: FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH GEOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE, G.C. WILL BE CHARGED, LEASE I PARKING INFORMATION AREA 30 EXISTING SPACES TOTAL 31 PROPOSED SPACES 9' x 19.0' @ 75° SPACES 61 UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER TBD TBD JOHN FITCH BLVD. R.O.W WATER TBD TBD JOHN FITCH BLVD. R.O.W STORM SEWER VARIES VARIES MASCOLO ROAD R.O.W ELECTRIC TBD TBD JOHN FITCH BLVD. R.O.W GAS TBD TBD MASCOLO ROAD R.O.W SURVEY INFORMATION PREPARED BY: CONTROL POINT ASSOCIATES, INC. 352 TURNPIKE ROAD SOUTHBOROUGH, MA 01772 JOB #: 03-170095 DATE: OCTOBER 23, 2018 TYPICAL LEGEND EXISTING PROPOSED M ■ ■ PROPERTY LINE — — — — — — SETBACK -- -- EASEMENT --- CURB Cl STORM MANHOLE 0- SEWER MANHOLE 0 CATCH BASIN �WF15 WETLAND FLAG WETLAND LINE x 54.83 SPOT ELEVATION 100.00 x TC 54.58 TOP & BOTTOM OF TC=100.00 C 53.78 CURB BC=99.50 ------------ 53-------------- CONTOUR 50 FLOW ARROW 5_ C= PAINTED ARROW -OH 011 ON OVERHEAD WIRE -0-0-0— GAS LINE -T T— T TELEPHONE LINE -E— E--- - £ - ELECTRIC LINE -W- W-- —W WATER LINE -- ---- - --- SEWER LINE TM ENTITLEMENT SET COMPLIANCE CHECK DATE STREET ADDRESS 769 JOHN FITCH BOULEVARD TOWN STATE SITE CIVIL AND CONSULTING ENGINEERING CONSTRUCTION CHECK DATE SOUTH WINDSOR CONNECTICUT LAND SURVEYING PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES O BOHLER CAD I.D. #: 0 06-0187 COVER SHEET CT21201 OsbcO.dwg m L0 WE Wo w aQ � z 4g 1� 0 &o k o U ) w w [a U0 O J a > W O � CL Z a ) EL a a z z a � z w 0 Q 0 z 0 0 0 w 0 w OL a. STATUS DATE BY DRAWN BY: 11/22/21 KMB PLAN CHECKED 11/15/21 MILT AS -BUILT SHEET NO. cmi OF 7 v 2 a) M a 0 0 X 8 Y IT I- 6 GENERAL NOTES GENERAL DEMOLITION NOTES GENERAL GRADING & UTILITY PLAN NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND • "BOUNDARY & TOPOGRAPHIC SURVEY", PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED 10/23/2018. PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "SITE DEVELOPMENT PLANS" PREPARED BY BOHLER, DATED 01/04/2019, REVISED 05/06/2019. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER • "BOUNDARY & TOPOGRAPHIC SURVEY", PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED 10/2312018. 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE • "SITE DEVELOPMENT PLANS" PREPARED BY BOHLER, DATED 01104/2019, REVISED 05/06/2019. AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE: UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. CONTRACTOR'S RESPONSIBILITY. 3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE 4. THE DEMOLITION PLAN IS I,hITT'LSQIPXtn TG1,PP4)) DF GFNERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE: CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE IMPROVEMENTS. OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED, THE DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. REQUIREMENTS, STATUTES, ORDINANCES AND CODES. !I THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FORITO: OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN CERTIFICATE OF OCCUPANCY. ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. A. OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES WITH JURISDICTION 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. B. NOTIFYING, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION DISTRICT, 72 HOURS PRIOR TO THE START OF WORK. 7, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARKOUT, IN ADVANCE OF ANY FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL WORK. EXCAVATION. PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR E. LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, 8 WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINE CONDITIONS DIFFER FROM THOSE SHOWN ON THE ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE C FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN 9 ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE F. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH G. ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED 10 SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE ADDITIONAL WORK. BY THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE EXISTING CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL 9. CONTRACTOR MUST REFER TO THE ARCH ITECTURAUBUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. H. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, AFFECTED PARTIES. WORK REQUIRED TO BE DONE "OFF-PEAK" IS TO BE DONE AT NO ADDITIONAL COST TO THE OWNER. ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, REQUIREMENTS RULES STATUTES LAWS ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION LATEST THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS. EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 7. THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A 11 ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY I ACCORDANCE WITH CURRENT NEARBY AND CONTIGUOUS N CC OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, 8. THE CONTRACTOR MUST PROVIDE ALL "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY RESPONSIBLE FOR EARTHWORK BALANCE. STRUCTURES AND PROPERTIES. OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIR MUST INCLUDE THE RESTORATION OF ANY ITEMS REPAIRED TO THE 1`/ THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR SHALL PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK PROCEDURES. AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. TPERFORM ANY EARTH M NT DEMOLITION V FOUNDATION WALLS FOOTINGS OR OTHER MATERIALS THE CONTRACTOR MUST NO MOVEMENT ACTIVITIES MO ITION OR REMOVAL OF FOUN AT ON 9. C, ANDSPECIFICATIONS,AND/OR UNDER WITHIN THE LIMITS OF DISTURBANCE UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS A 13 PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION 10. CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED 14 THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. TI1H UACKFILL MATERIALS, AND MUST BE SUFFICIENTLY COMPACT I'ED TO ULIPPORT NEW IMPROVEMENTS AND PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS STANDARDS, REQUIREMENTS, RULES, STATUTES, (LAWS, ORDINANCES AND CODES. REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER AND GUIDANCE IN THE GEOTECHNICAL REPORT, BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES, AND MUST BE DONE SO AS TO PREVENT THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. 15 DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY TI II REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND AS -INSTALLED LOCATIONS OF ALL UNDERGROUND, INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN, TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 11, EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND ALL APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED 15, ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS MUST BE IN PLACE PRIOR TO CONTRACTOR 1C, WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM AND/OR GEOTECHNICAL REPORT. STARTING AN EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND, MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRICTION MEAN, METHOI )S, THE OWNER UPON COMPLETION OF THE WORK. TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED ROTI I ON I I ILSE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. 12, CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FHWA "MANUAL ON UNIFORM CONTRACTOR IS RESPONSIBLE FOR DETERMINING', TI If MI I IiODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS AND/OR 1 / THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUS I ROADWAY RIGHT-OF-WAY. CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS OR 17, THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB EXISTING TOPOGRAPHY LIMIT GRADES), TO PREVENT PONDING, CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC A RELATED TO THE PROJECT, THE ENGINEER OF E I T RESPONSIBLE SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES S RECORD S NO ES ONSIBLE TO IDENTIFY OR 1 CONTRACTORT ONDU T DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS STREETS SIDEWALKS WALKWAYS AND 3 CONDUCT SU SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF NT FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18, ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 18 ° CREATE A MINIMUM OF 0.75 /o GUTTER GRADE ALONG CURB SED TOP OF CURB ELEVATIONS ARE GENERALLY 6"ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OSHEE OIT GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FACE. IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINALCURBING CUT SHEETS PRIOR TO INSTALLADTION Of SAME. FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, 14. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY GOVERNMENTAL AGENCIES WITH JURISDICTION. 19 REFER TO THIS SHEET FOR ADDITIONAL NOTES. COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS, ALL CONTRACTORS MUST FURNISH BOHLER F EACH PO N W CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL 0 POLICY ENGINEERING WITH CERTIF C Q C G 0 15. THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, 20 IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. INDEMNIFY DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND IT PAT PRESENT AND FUTURE OWNERS EXTENT PERMITTED UNDER THE LAW, S S PAST,OFFICERS, ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, "PRE -DEMOLITION" CONDITION. 21 CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT,INCLUDING ALL CLAIMS BY EMPLOYEE F THE ATTORNEYS' FEES AND DEFENSE COSTSS O T PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF 16. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY0 RFOR CONTRACTORS, ALL CLAIMSBY THIRD PARTI„CJ AND ALL CLAIMS KELHTED TO THE PROJECT. CONTRACTOR MUSTNOTIFYENGINEER, IN WRITING, AT LEASTTHIRTY(30) DAYS UNAUTHORIZED PERSONS AT ANY TIME. • 27 WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE 17. CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY, WHICH MUST INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND AND OTHER APPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY. OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND 23 STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/ METHODS AND/OR TECHNIQUES THE INFOR MATION SHOWN IN THE CONSTRUCTION0 OR HO S AN 10 T C IQUES OR PROCEDURES EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION AS TO 18. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE S G I SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN PE CALLED FOR N THE P IT MUST CONFORM TO AASHTO M294 AND TYPES SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS WITH GASKET FOR S ( HD IS C 0 0 PLANS, US CC 0 COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED ACCOMPLISH THAT WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE AND PROCEDURES BE USED MUST IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 24 UNLESS INDICATED OTHERWISE ON THE DRAWINGS, SANITARY SEWER PIPE SHALL BE AS FOLLOWS: ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT • FOR PIPES LESS THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034 PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL • FOR PIPES MORE THAN 12 FT. DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034 SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 19. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH ALL • FOR PIPE WITHIN 10 FT. OF BUILDING, PIPE MATERIAL SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. CONTRACTOR TO VERIFY WITH LOCAL OFFICIALS. MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR MUST MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 25, STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, 20. CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR 26 STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER, AND TURNED OVER TO THE PLANS. PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR OWNER/DEVELOPER UPON COMPLETION OF THE WORK. SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL 2'/ SEWERS CROSSING STREAMS AND/OR LOCATION 'WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR DUCTILE IRON OR OTHER SUITABLE MATERIAL. SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE ADA INSTRUCTIONS TO CONTRACTOR GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED • SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF ABOVE IN NOTE 19 FOR JOB SITE SAFETY. SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. o WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA AND/OR ARCHITECTURAL ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. ARE NOT LIMITED TO THE FOLLOWING: 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 2.0% IN ANY DIRECTION. ( ) MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF Six (6) FEET. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. MUNICIPAL, COUNTY AND/OR DOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. • ENDINGS -MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE 30. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. 31, CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR WHFRF PATH (1F TRA\/FI WII I RIP rPPATFR THAN/ 1.9f1 /F mm AnA11. RAMP MI IRT RF AnHPPF-n Tn. A MAXIM/ IM $i nPF nF 1;19 IA,30/1 FnR A MAXIM/ IM RISF OF 2,5 FFFT� MI IST _ _...._...__ _.. . _,. I'ULLU I AN 15 UN, AtiUU l UK UNDER THE F KUF'tK II Y. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND '"LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION 2 0% FOR (• ) ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR POSITIVE DRAINAGE. DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE INCURS AS A RESULT OF SAID FAILURE. DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF TYPICAL ABBREVIATIONS KEY DESCRIPTION KEY DESCRIPTION BC BOTTOM CURB PROP. PROPOSED TC TOP CURB TBR1R TO BE REMOVED AND REPLACED BOC BACK OF CURB TBR TO BE REMOVED BW BOTTOM OF WALL GRADE TPF TREE PROTECTION FENCE TW TOP OF WALL BLDG. BUILDING EXIST. EXISTING SF SQUARE FEET BM. BENCHMARK SMH SEWER MANHOLE EOP EDGE OF PAVEMENT DMH DRAIN MANHOLE CL CENTERLINE STM. STORM FF. FINISHED FLOOR SAN. SANITARY V.I.F. VERIFY IN FIELD CONC. CONCRETE GC GENERAL CONTRACTOR ARCH. ARCHITECTURAL HP. HIGH POINT DER DEPRESSED LP. LOW POINT R RADIUS TYR TYPICAL MIN. MINIMUM INT. INTERSECTION MAX. MAXIMUM PC. POINT OF CURVATURE No. /# NUMBER PT. POINT OF TANGENCY W. WIDE PI. POINT OF INTERSECTION DEC. DECORATIVE PVI. POINT OF VERTICAL INTERSECTION ELEV. ELEVATION STA. STATION UNG. UNDERGROUND GRT GRATE R.O.W. RIGHT OF WAY INV. INVERT LF LINEAR FOOT DIP DUCTILE IRON PIPE LOD LIMIT OF DISTURBANCE PVC POLYVINYL CHLORIDE PIPE LOW LIMIT OF WORK HDPE. HIGH DENSITY POLYETHYLENE PIPE L.S.A. LANDSCAPED AREA RCP REINFORCED CONCRETE PIPE + PLUS OR MINUS S SLOPE oDEGREE ME MEET EXISTING 0 / DIA. DIAMETER REFER TO SITE PLAN FOR ZONING ANALYSIS TABLE AND LAND USE/ ZONING INFORMATION & NOTES 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA ENTITLEMENT SET RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND REQUIREMENTS. TM HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. STREET ADDRESS • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, COMPLIANCE CHECK DATE 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND 769 J O H N F I TC H BOULEVARD ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE REPLACE NON -CONFORMING CONCRETE. THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM OHEI ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF TOWN STATE CONSTRUCTION. CONSTRUCTION CHECK DATE 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS SITE CIVIL AND CONSULTING ENGINEERING SOUTH WI NDSOR CONNECTICUT CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED LAND SURVEYING PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND PROGRAM MANAGEMENT COUNTY DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LANDSCAPE ARCHITECTURE I CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN I GENERAL AUTHORIZATION FROM BOHLER ONLY APPROVED. ©BOHLERAND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I. D. #: 006-0187 CT212010sbcO.dwg NOTES SHEET m z O H D_ D_ U U) w 0 w Q 0 w D_ 9 • O . • a' �o • t q •••e••e••• . PROF [NEER 9 C3wz w0 g �_ � H O °- 0 2 O W IY p w aQ � z w � 0 O w 9�� 0 Of W w U Fu _� z CL IY Q F-w O Q U U U oa. m � �= O �SII_� 1- V '-'w L U � O �Q 0z wO w~ Q LI U - LL my nc) Oa z U) J cl J z c6) ¢Q � CO z as Ili Tn U � LL 0 O Q W f- 0 U) _J O Of Of - 0- 0-Q � Q z rn n0 J U) a_ z w c9 D 0 0 2 0 w > 0 0-1 a STATUS DATE BY DRAWN BY: 11/22/21 1 KMB PLAN CHECKED 11/15/21 MLT AS -BUILT SHEET NO. C-2 OF 7 APPROX. LIMIT OF DISTURBANCE (TYP.) WOODED 1 AREA MENU BOARD, ORDER DISPLAY/SPEAKER, LOOP DETECTOR & FOUNDATION (TBR) 1 Uz APPROX LOC OF UG ELEC UNE (TO REMAIN & BE PRO7E'C7ED DURING CONS7RUCPON) WOODED AREA N53°1620"W 296• 17 LOC Of- UG GAS LINE (TO REWN & BE PR07ECIED DURING CONSARUC770N) I APPROX LOC OF UG EZEC UNF ! (TO REMAIN & BE 4, PR07ECTED DURING CONS7RUC77ON) EXISTING CASH WINDOW. G/C TO ENSURE LOOP DETE07ORS ARE W PRESENT. PRO17D£ IF NOT PRESENT. APPROX LOC OF UG SEWER LINE (TO REWN & BE PROTECTED DURING 0007RU0770N) ------------------ .'.'.'.'..................... `•......■.. • "�ucJ v 4�.'.'.'.'.'.'. ................'. G •�.'.'.'.'.'.'.'.'.'..'.'.'.'.t3'1�Y51.���::.........................................i �o • . • • • • • • • • • • • � CLEARANCE BOOM AND �''jq� r• • ..• 1,• • • • • • • • • . • • • FOUNDATION (TBR) I...'.'.'.'.'.'.'.'.'.'.'.�................. ........ . w1411F CTR/P/A!C APPROX. LIMIT OF / •.' y • .. • ` �� (TO REMAIN) . r.. .'.' !.'..' i '.'.' ' '. WHITE STRIPING (TBR) r 1 SAWCUT (TYP.) �� • ........ ...... - 1 ... . O ::::::.. i l �, .'::::::::::::::: _ q o WOODED .......: .:...... �,j A v o AREA •'.'.'.'.'.'.'.'I.'.'.'.'.'.'.'.j� LSA�'............. , t'...... l �' ...........'a /6\ e ........./.... (TBR) ►'............. (TBR) ,. ......'j......'.'rr ca 1.'.'1.'.'.'.'.'.'.'.... 'v SWL v .'. - -- e TYP -TBR) gyp............ .: 1.'.'.'.'. ..'.'. ,........ �_.��. .1 ........... PROP. INLET ,. ...i'.'.'.'.'.'.' olr �� PAVEMENT MARKING (TBR) PROTECTION (TYP.) ' �� +� EXIST. PAVEMENT MARKING r ..... m III spy .'.'.'.' ...... .'.'J.'.'.'.'.'.' i- (........'. ASPHALT TIP 0 REMAIN / .'.'.'.'.'.'.'.'..'. ... II ..... r �`BR1'..'...... PAVEMENT = i FENCE i:...........r ...:... r ..:.:. jT3 �..., �. (TBR) CHANGE 52742 00'W 200 00' CONSTRUCTION SEQUENCE THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: -INSTALLATION OF INLET PROTECTION ON ON -SITE UTILITIES (AS SHOWN) -DEMOLITION OF EXISTING SITE STRUCTURES -DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES -EARTHWORK AND EXCAVATION/FILLING AS NECESSARY -STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS -PAVE PARKING LOT -LANDSCAPING PER OPERATOR -REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70% STABILIZATION OR GREATER. REFER TO GENERAL NOTES SHEET FOR DEMOLITION NOTES THIS PLAN TO BE UTILIZED FOR DEMOLITION/REMOVAL &SOIL EROSION CONTROL PURPOSES ONLY UTILITY NOTE: CONTRACTOR SHALL CONFIRM ALL UTILITY & DRAINAGE LOCATIONS PR/OR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IN WRITING IF ANY CONFLICTS OCCUR. EXIST NG-48 McDONALD'S D/RECT10AW SIGN. (TO REMAIN) •' ..'.'.'.'.'.'.'.'.'.t'.'.'.'. `fl3fZ PROP. INLET r. \ ( .........................., �....... �.;.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.', .. ':' 4' CL PROTECTION (TYP.) •............ ....... ., v -..................................... r ............r........11 LIMIT OF CONC. CURB ., -', ... . ............� .......... p sr .� . .�. . ' • . , . .' .. -ram_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r............. ........ (TBR) /Ys • . •� ��_ .....� . J . °o �P `• .,' WHITE STRIPING :::::.. ...... CONC .CURB '.0 REMAIN : •: •: •: • .. '. .. '. '.:.:.:.:.. ..: CONC• CURB (TO. REMA/Nf . . '... '................... . ryi /�oNE WAY" SIGN ``9iA,` O ............. N5j`1620'W :...'..'.11, .. . �. . TO REMAIN ( % ...... .. r 3 Q' (TO REMAIN) YELLOW STRIPING 35 44' p . . -EV E (TO REMAIN) - - - - ......... ..... :::....:::..:QYL . TO; REMA/N : ... .: ...:...... ........................... ... ....... ...... . OO ....................... ........ BRICK PAVERS 1 CONC PA (TO REMAIN) G D REMAIN) _ ::::: ::: :: . ... . .... -,., ... .... EON.0 CURB: 0. REWN)'.'..'.'... .. C R�'I/T0'REM4/NJ................... . 't= ASPHALT PAVEMENT (TO REMAIN) EXISTING PRESENT WINDOW. G/C 70 ENSURE LOOP DETECTORS ARE 1 - PRESENT. PROKOE IF NOT PRESENT. AREA EXIST. MONOLITHIC CONC. WALK (TO REMAIN) APPROX LOC OF `" UG WATER UNE '- (TO REMAIN & BE PROTECTED DURING CONSTRUCTION) W - n /22\ (TBR) 'MOBILE ORDER CURBSIDE PICK-UP" SIGN (TO REM4/N) ID SIGN iMlCDONALD'S" (TO REMAIN) LSA 0 My l 1 b�BRICK WALL (TO REMAIN) CONC CURB (TO REMAIN) STONE ARLA (TO REMAIN) EXIST. LSA 1 STORY (TO REMAIN) MASONRY BUILDING "McDONALD'S" BLDG HT--16.0 f W BfPA=4, 0277 • SF CONC, MAT (TO REMMN) EXIST. LSA - (TO REMAIN) STONE AREA _ f T (TO REMAIN) EXIST. HANDRAIL (fW..)(TO REMAIN) L.SA MC � /I (TO REMAIN) 22 1 m � O � ;• '��'•.� = RESERVED DRIVE THRU' (TO oEM4/N) ( CO"C c�Re WHITE STRIPING (TBR) `., w (70 LIMIT OF CONC. ASPHALT CURB (TBR) F` PAVEMENT � FLAG POLE (TO REMAIN) (TYP - TO REMAIN) h S27042'00"W 932.96' i NG-48 MCDONALD'5 DIRECTIONAL SIGN REPLACE ENT. G/C SHALL ?M WITH McDOAXLD'S ACM IF SIGN SHOULD BE l TALLED AND ITS , LOCATION IN FIELD TO ENSURE PROPER DRIVEWAYI SIGHT DISTANCE / ` IS MAINTAINED. EXIST. STOP" & "DO NOT ENTER" PAVEMENT MARK/NGS (7YP)(TO REMAIN) S S S S S S S- APPROX LOC OF AG �� `" \- APPROX LOG OF SEWER MANHOLE SEWER CHIMNEY STOP" SIGN (TO REMAIN) /- UP J14183 APPROX L00 OF AG WA7ER MANHOLE Fran Know what's below. C811 before you ft APPROX LOC OF UG WAIER LINE (TO REMAIN & BE PROIECU DURING 00N57RU0770N) S i d. � -1 \\ .0. 9 c TRANSFORMER ON CONC PAD (TO REMAIN c& BE PROTECTED DURING CONSTRUCTON) 14 EXIST• MONOLITHIC_ -, CONC. WALK (TYP)(TO RSAIt N) ASPHALT PAVEMENTT (TO REMAIN) •; EXIST. 5' WIDE CROSSWALK (TO REMAIN Mel 54.6 , CONC. WALK (TO REMAIN) 1 1 WHITE STRIPING (TBR) .■ ..... .' / e G........D ..-.s G .. 6 ....._C.........::: : L - u.u....... - - » APPROX' LOC OF APPROX LOC OF N2742 00 E 35' RIGHT OF WAY JN BENEFIT UG DRAW LINE SIGN OF MCDON110:5 CORPORATION BASE UG GAS LINE (TO 200. 00' (TO REA4UN & BE REMAIN & BE (PER REF #5) PRPOTECTED DURING PROTECTED DURING CON57RUC77ON) S5301620"E CONSNUC770N) 'STOP' EXIST. STOP SIGN & PAVEMENT MARK/LAGS (TO RE N) 300, 00' WOODED 1 AREA EXIST. ACCESSIBLE SPACE & SIGN MOUNTED ON CONC. BOLLARD BASE. (lYP.)(TO REMAIN) EXIST. 2' WIDE MONOLITHIC CONC. WALK (TO REMAIN) EXISTING LIGHTPOLE (TO REMAIN - TYP OF 13) WOODED AREA �PINI LIMIT OF NC. CURB (TBR) EXIST. NG-48 McDONALD'S DIRECTIONAL SIGN (TO REMAIN) GRASS APPROX LOC OF AREA UG SEWER LINE (TO REWN & BE PR07ECTEO DURING 7- EXIST. PAVEMENT MARKING (TYP.)(TO REMAIN) CONSTRUCnoN) S S S S S S JOHN FITCH BOULEVARD (AKA ROUTE 5) TWO WAY TRAFFIC (PUBLIC -VARIABLE WIDTH) (ASPHALT ROADWAY) "NO PARKING ANY 77ME" i- UP 115K LIE PPROX LOC OF UG DRAIN LINE G;p jr-", ASPHALT CURB (TO REMA J TELE POST o DMH RIM=66. SO x D APPROX LOC Of N53°1620 "W JG DRAIN LINE 35, 44' o I O C 0 4 1 n , O�v Lu _j O m Q Q U S� G r I'%/\AI/AA■ " AlmA/AMM-&ff'r /%AA/T"A0%ff A/ATC'd0% 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHAI I. BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 4. INSTALL SILTATION BARRIER AT TOE OF ;;LOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOI I1 05. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO I ()LAGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 71 IFY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1). 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1. SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TEST ING IS NV T FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48%TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE -GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITY SOD MAY BE SUBSTITUTED FOR SEED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON STRAW MULCH FOR WIND CONTROL, 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. 12. WETLANDS WILL BE PROTECTED W/strawBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NO I MORE THAN 7 DAYS. 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, MULCH LOCATION MULCH RATE (1000 SF) PROTECT AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)` 100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTRA INICAL REPORT FOR FINAL DESIGN REQUIREMENT) "A HYDRO -APPLICATION OF WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON STRAW MULCH FOR WIND CONTROL, MULCH ANCHORING ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YDIBLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBSIACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. 3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. 4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR straw AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF straw OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 7. MULCHING REQUIREMENTS: 7.1. BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 8. AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF EACH WORKING DAY. 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 20 10 5 0 20 1 "= 20' TM ENTITLEMENT SET COMPLIANCE CHECK DATE STREET ADDRESS 769 JOHN FITCH BOULEVARD TOWN STATE SITE CIVIL AND CONSULTING ENGINEERING CONSTRUCTION CHECK DATE SOUTH WINDSOR CONNECTICUT LAND SURVEYING PROGRAM MANAGEMENT COUNTY LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN PROJECT NO.: HARTFORD PERMITTING SERVICES TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN DEMOLITION &SOIL AUTHORIZATION FROM BOHLER ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: 006-0187 0 BOHLER EROSION CONTROL CT212010sbc0.dwg PLAN 2 �1 W G.P.•-F. Z RAL1 .. 5 i �• P �?twv �' a Q 'tar m 0 v) L-) UO W~ x� H za 0CL 20 w Wp W zz O z r 0 O w �LL 0 W W O i~ z Q 0- U 2 1� n 0 U1 Ci O a m w 0 U Q x � O w ofU wLL 00 U LLJ z co J 0 J z QQ x U)z z Qa Q) w U) U W 0 Q uj Q 0 rn O W IL d F- Q z z 0 CO z z LIU 0 zz 0 0 0 w 0 a a Q STATUS DATE BY DRAWN BY: 11/22/21 KMB PLAN CHECKED 11/15/21 MLT AS -BUILT SHEET NO. C=3 OF 7 MAP 46, LOT 33 N/F LANDS OF STEVE A. DALENE BK. 2073, PG. 226 PROP. DIGITAL MENU BOARD & ORDER DISPLAY/SPEAKER WITH LOOP DETECTOR (TYP. OF 2). CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IF REQUIRED DIG EXPLORATORY TEST PITS TO CONFIRM EXACT LOCATIONS OF SITE UTILITIES AND UNDERGROUND SEPTIC. CONTRACTOR SHALL NOTIFY ACM WITH ANY CONFLICTS AS NEEDED TO COORDINATE FINAL LOCATIONS OF ALL PROPOSED IMPROVEMENTS. G/C TO DIG EXPLORATORY TEST PITS TO CONFIRM LOCATION AND DEPTH OF / UTILITIES AND INFORM ENGINEER OF ANY CONFLICT. 1 APPROX. LOCATION OF PROPOSED MERGE POINT CAMERA. CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH OWNER/OPERATOR PRIOR TO CONSTRUCTION. MAP, I I i, LOT 34 N/F I ANDS OF CUSSON EN I ERPRISES, LLC BK. 11 11), PG. 278 L= _ L LIMIT OF PROP. LIMIT OF 0 • • 35.44 EXTRUDED CONC. CURB N53 1620 W EXTRUDED CONC. CURB ��• ' '.'.'. "`i�! zo -- -- I Q 1 N274?_ 00'E _ � 200.00' APPROX. LOCATION OF © 14 W EXISTING CASH WINDOW. G/C ' TO O J S53°1620 E ENSURE LOOP DETECTORS e m ARE PRESENT. PROVIDE IF 300.00' � Q • NOT PRESENT. o U Q 1 STORY MASONRY BUILDING � "McDONALD'S" BLDG HT=19.3't a ' MOBILE ORDER CURBSIDE PICK-UP" SIGN (TO REMAIN) -STOP" SIGN (TO REMAIN) JOHN FITCH BOULEVARD WO WAY (AKA ROUTE 5) 7TRAFFIFICC TR (PUBLIC-VARIABLE WIDTH) (ASPHALT ROADWAY) LIMIT OF PROP. EXTRUDED CONC. CURB INSET A (SEE SHEET C-5) MAP 46, LOT 25 N/F LANDS OF TONY'S TURTLE GAS, LLC BK. 2208, PG. 55 511 It LAVIL ANU GUNSUL 1 INU tNhINCCKINU LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES AUTHORIZATION FROM BOHLER ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © BOHLER LAND USE / ZONING INFORMATION & NOTES 1. APPLICANT / OWNER: McDONALD'S CORPORATION 110 NORTH CARPENTER STREET, CHICAGO, IL 60607 2. PARCEL: MAP 46 LOT 26 769 JOHN FITCH BOULEVARD TOWN OF SOUTH WINDSOR HARTFORD,CT ZONING ANALYSIS TABLE ZONING DISTRICT GC (GENERAL COMMERCIAL) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 30,000 SF 49,918 SF NO CHANGE MINIMUM FRONTAGE 100, 133' NO CHANGE MAX. BUILDING COVERAGE 30% 3,900 149,918 = 7.8% NO CHANGE MIN. FRONT SETBACK 50, 59.1' NO CHANGE MIN. SIDE SETBACK 10, 54.5' NO CHANGE MIN. REAR SETBACK 15' NO CHANGE NO CHANGE MAX. BUILDING HEIGHT 40' 19.3' NO CHANGE IMPERVIOUS COVERAGE 65% 77.1% (38,510 / 49,918) 77.1% (38,480 / 49,918) (E) PARKING SPACES 78 61 61 PARKING CRITERIA (9'xl8') 1 SPACE PER 50 SF OF GFA 3,900 / 50 = 78 SPACES ACCESSIBLE PARKING SPACES 2 3 3 ACCESSIBLE PARKING CRITERIA (STANDARD SPACE- 8'xl8' WI V ACCESS AISLE) (VAN ACCESSIBLE SPACE-8'xl8' WI 8' ACCESS AISLE) TOTAL PARKING 26 TO 50 = 2 ACCESSIBLE SPACES VAN ACCESSIBLE SPACES=1 16 SPACES (E)- EXISTING NON-CONFORMANCE PAVEMENT STRIPING LEGEND 67SYSL = 6" SINGLE YELLOW SOLID LINE 8"/SYSL = 8" SINGLE YELLOW SOLID LINE 4"ISWSL = 4" SINGLE WHITE SOLID LINE REFER TO GENERAL NOTES SHEET FOR NOTES THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DOOR PULL NOTE: NEW SIDEWALK CONSTRUCTION SHALL BE ADA COMPLIANT WITH EDGE OF NEW SIDEWALK AND ANY OBSTRUCTION, INCLUDING RAILINGS, BEING INSTALLED A MINIMUM OF 24" FROM THE DOOR LATCH. 2�� 20 V= 20' ENTITLEMENT SET STREET ADDRESS 769 JOHN FITCH BOULEVARD TOWN STATE SOUTH WINDSOR CONNECTICUT COUNTY HARTFORD SITE I.D. I PLAN DESCRIPTION 006-0187 1 SITE PLAN R. z O 1- tl U U) w 0 a LU G.P.• •FRAL 4 rrr Q�C�jor� rrsoro STATUS U) o wp _� I- z0 o� To w dQ F_ Z 0 O alf US -I - �0 w w O z w Q �a O- U 2 o Oa cn U m �w O oW z U Q O_ Q W T &o W � of U Lu LL mU 0 0 z <n J � J z ¢ ¢ 2 U z cl Qa co w U) U Lu LL p O Q w Q U) o W Q z z (� J U) d z z w �n 0 z O 0 0 w 0 w CL a Q DATE I BY DRAWN BY: 1 11/22/21 KMB PLAN CHECKED 1 11/15/21 MLT AS -BUILT SHEET NO. C=4 OF 7 ' 71 TC=71.73tME 7�52 X ' BC=70.83tME ; BC=71.28tME 71.63 , 71.28 19---------- , X / 71.35±ME ,J179 TC=72.90 , r •````. 1 , 71.48±ME r e rrr♦ i __------- ' i 72 a�� 71.68 x71.40 66.49 g5.86 66.38 `` TC=72.50±ME O� ti i ''g z ' 0026 1 8 � 66.32\ BC=71.60 i ,,� { BC=72.00±ME , 65.9 65.80 1 x------------------ 66660/ .06 % - `'os X X0 12.02 /' U I ------- -- 1 - ------ - - _7 TC=72.63±ME _ _ -_-_`- 71.72 r LU 3 _ `` / rrr 72 x, �2 63 BC=72.11±ME 256 x 71.81 t W / J166 -------�■�w 72.00±ME ••r♦ G 211TC 72.83 C �6 ) �... ■ ■ ■... ■ ■. ■ r BC72.61±ME x65 g0 rr G7227 1 G �2'0 2 -- - ♦♦66Z8x•♦r■rr■■■r■x 65.87 BW 66.01�66.Zg 72.10±ME7265.86 ' 66.1'1 72.15±ME�g0c♦ 12.14♦ 65• xX92 ♦00* ♦■■■■■■r♦ 72.62 >X ♦♦ 66.19±ME ■■■■■■r� 66'.... ` � ♦ x X726066.16 6/56 X �♦• ■■■■■iiiiii■■■■■ 661 ` � TC 7308 1C 2� 866.59 �� ;�G 72.57G / rr F6.58 66.20±ME ■ X i �� m 77n5 � TC=72.71±ME ' 1 ' ♦♦' X : 66.13 'o / 66.70 66 5' i ( `S27°42'00"VV G 72.51 i, G 72.62 ABC=72.18±MEN 90 x ■ 1 �,< 132.96' TC 72.96---------- W 66.75 + 66.70±ME TC=67.53 G 72.45 - I -----------------73--__I- 1 Q BC=67.03 66.80 I ---------------- - / • TO 67.49 r 4 ' ' ' J I G_ 66.90 G 66;' x ■ CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITIES - - - • 67 -- -- ■ PRIOR TO CONSTRUCTION AND IF REQUIRED, DIG • BC-67 22 v : EXPLORATORY TEST PITS TO CONFIRM I XACT LOCATION 73.61 2 , W --67 -� ---------------- _ ` • ■ OF SITE UTILITIES. CONTRACTOR SHALI NOTIFY ACM WITH T 13 p3 rK G 73.21 - TC 7333 ' i 67.20 --` - - _.. L - ANY CONFLICTS AS NEEDED TO COORDINATE FINAL _ TC=67.60 ■ - ___ G 72.77 r TC=67.85 "* x 66.83 ■ LOCATION OF ALL PROPOSED IMPROVEMENTS (TYP.) V.P.• •F . gRALD BC=67.35 ` BC=67.10 TO �: �i h� - 73---------------- z--4_ebn a 66.95 Ai �i.� im is• 1/ 68 619g ETC=;67.D72 / r ■ ' / r �--------- 68--------- --._-- c� TC=67.65 ■ 1 i X TC=68.16 L�� ---- BC=67.15 - _- - 66.79 ; INSET A , 1 67.75 e, BC=67.66 C ` ` ■ 66.96 r SCALE 1" - 10' �. r:�' n • TC=67.89 _ X BC=67.39 6j?� X----------- ------ ' �'vOee.�+ : V� ' !---------- PROF�•�S , tsl�l-.l{�l R .y� 6153 6i75 a ,� ■ I. x O 68.93 68.41 •s ■ ' 69_ 68 ;� TC=68.40 TC=68.09 ' • BC=67.90 BC=67.59 ■ ' • r� i - a � ^ W z ' `A�' 'r tissso • 69 59. -l\r BC 68.45 I / a r ■ , O O 1 z 0 • TC=69.27±ME v ,■, ;' 1 U) 0 1 r IIII TC=69.20 '� TC=69.20 ■ , O r BC=68.69±ME 26 U I- ' • C8 - -' r `W BC=68.70 ■ ' X 87 W ' GRT 68.73 BC=68.70 _x", 9 OJ i X 68.45 ■ --- , i g0 0' o W h --- 6 w 11 ; UTD-IRAfAC 6 V ' ��� ♦�� - 68.00±ME -- 68- ---- 6d64 ; 66.90 X 6 61.I:; a J¢ I a (TO BE RE5E7 AS = � rrr ♦♦ 68.14 - , -- 67- _ _ 7 z z i • NECESSIRYI rrr -` 68.61±ME ♦ --`-- w 0 z -~ • ---- . . . . . . . ----------------------- I - a rrrrrr ��� x bb'.i �. --�- --- ----------------------------------------- _------- ~ o U W J_ U a 68.90±ME ` rrrr■ `�Rf X 1 ��•♦ 2. . .--67----=------- -- . . . . . . . . . . . . LL W Z rrrr7 6g•6 ♦� ' X �. x g%•3. . . . . . . . . . . -- 66.62 ' x . . . . . . . . O � W O 68.81±ME TC=69.35±ME / ` ��i j�� �♦�♦• G 6872 X .' . - - - ------------ - --- - -- - --- Q ■ BC=68.85±ME ■,. • / . . . . . . . . w Q U ■■r■■■■■■rrrrrrrrr 6881 / ` rr■r. ♦♦� TC 6880 %� . . . . . . . . . . . . . . . . �� 066.74 . TG.66.10. . . . . . . . . . . . . . . . . p 0 U) = U 1 �68.93±ME r r ■-r ■ X� TC_69.29 ` 69.00±ME G' 6B?9 ' , ' ,L �l w O 1i m 1 _ ��h�� BC 68 9 , . . . . ' . . . . 31 _ . . . . . . . . (� l 1 I=- O r_ a ��� -�n n . / f 1� r/�% U� Uu 1 . . . . . . . . . . . . . . . . i . . . . . . . . . O ; . . . . .-_ _ . . `.� O LLJ G q� . _`- \` I . . . . . . . . . . . . . . . . . �' W O £ - - - -- ---------------- 6y x �%i E---E--_ �. . . . . . . . . . . . . . . . . .7 . . . . . . . . . . . ,' . . . . . 65.86 ``>� j Q x 69 85 68.60 X i . . ' . . ' . . 66.68 i . 65:88 65.82 _ _ . _ T .-. _ _ 0° z �- 6856 r . . . . . . . . 1 x . _ - - i_. W Q 6g.2g / / ,�\x 68.58 �1/ W � ,69.W . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65;$3 65.83. . . . . I- /gyp U \ l�U . O a I� 69.39 X 70. StME � `` � . i / `,6s z cn 6936 -_ c 10.15 �j . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� (>RT= F.5 Rfi _j z 70.1 tM ' ' TC 69.96 U G--- -- x �p�j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79 69.85 X G 69.95 . . . . . . . . . . 6 69,61 G..__-_-_- _G. -_ - c---____ 70.71 62 p ! . . -�E%' . . . . . . G 66.27 - TC 67.52 G 9.56 70.69 __ G- -� G .` 68• 6�.51 ' ------ -- G 67.00---------------- x 1ok6- c `, .61 69.02 . - . . . . . . . . . . . . . . . . . . . . x 7�- $ h G59 TC=71.30 70.64 \--- G c----G- • , 6 . . . G • . .G . . 0. G ' . c . . c. 9 . . . 0 -G . . . .G 70.60 G 1---- BC=70.80 TC-70.73 _ _ _ _ _ _ BC=70.73 \ TC=71.30 l 1 / `BC=70.59tME a ti \ 55 / '1 X 69.22 X X 69.07 J7 TC=71.23 I / I 71.41 110 1 I l ' 1 a x Cj / FF=71.45 TC=71.28 78 71.45 h 1 BC=70, 1 71.40 �1 TC=71.30 �S53°1620'E 1 300.00' ' 0 1 BC=70.80 65.35 4_ 65 39 65 35 I I I I I I I I I I a ' iq �o 23�5 D,&A&D� . n/ REF,S� 36043 --66.20, 1� 65.23 `66 22 - _ 86 38--------------- 65,, __---------- _ _59 66 65.88--------------- 65•75 g5.85 - 66.15 ,,�6� 65.98 65,40 •31 -_- , 66•53 ■.. QQ U)z 0 z Qa U) Tn w U W o a W Q 0 U) • i / i ~� 1 \ / 1 � 7 r\ 71.41 r , r I70.40 ,' L ' ^ TC=71.31 TC=70.33tME X ' 0 Q z z (D 276-69.83tM£I ILL F 70.10 Z o \ 10 5 2.5 0 10 �\ w a o Know what's below. C811 before you ft 71.47 7> 42 '\ ^ 0 e �o TC=70.46 BC=69.96 DS 71.47 71 42 f 71.42 ' (BRICK) 71.47 V TC=70. 70.94 71 - BC=A / FT- 71.45 (TILE) �g 1 71�145 I 1 1 1 TC-70.60 BC=70.10 TC 70.72 70.78 70.35 070.27 70.35tME ; / / TC=70.85 44tME 9C=70.35 71.36 x TC=70.90 / 1 1=10 J z 0 ENTITLEMENT SET TM LU STREET ADDRESS > COMPLIANCE CHECK DATE 769 JOHN FITCH BOULEVARD Tl1TAIAI CTATC [,TA TI I[' 11ATt- 17\/ I l/VViv VIA L 0I/-\I U0 U/-\IC DT CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERING SOUTH WINDSOR CONNECTICUT LAND SURVEYING DRAWN BY: 11/22/21 KMB PROGRAM MANAGEMENT COUNTY PLAN CHECKED 11/15/21 MLT LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE SUSTAINABLE DESIGN HARTFORD AS -BUILT PERMITTING SERVICES PROJECT No.: TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION SHEET NO. THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROlA BOHLER ONLY APPROVED, SIGNED BOHLERND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I. D. #: 0 06-018 7 GRADING PLAN C=5 CT212010sbc0.dwg OF 7 v� N X 0 X co 1 F"4u i i 1 177% 15 4'-91" ELECTRICAUILLUMlNATION r F �4'-117/16" rV-0"n r— 4'-117/16"� m 3 s 1'-10" 6a 1'-10" 3z. DESIGN BY OTHERS. d 2'-5° r 3/4" ROUTED ALUMINUM LETTERS TOP PORTION OF PLATE `D (0 18 GAUGE STEELARMS N 0 O 0 �M ` F TO BE PAINTED ( a 14 GAUGE CHAIN T ° o `N� 0 MIDNIGHT OIL 0 1„ `v M END CAP (4) M8 S.S. BOLTS g° FABRICATED g FABRICATED (8) M8 S.S. o o STEEL CHANNEL o o STEEL CHANNEL ) o BLACK ABS BAR FABRICATED ° ° (4) M8 S.S. BOLTS q 8,6" N `4 BOLTS ° ° 1/4"ALUMINUM PANEL 0 0 L 1° F ° 7 ° STEEL MOUNTING (4) M8 , o o , FABRICATED r 9 s BRACKET S.S. BOLT STEEL MOUNTING p0 cn 9z" BRACKET z a s O " W .- 9.8"X3.9"X0.20" w o >=' r911 4MM ACM SKIN � FABRICATED C?6 ° w 1" x 1" x 1l8" ALUMINUM ANGLE STEEL COLUMN FABRICATED o .080" ALUMINUM CAP STEEL COLUMN F 4 � a 3/4" ROUTEDALUMINUM LETTERS p1 M �� � c 18 GAUGE STEELARM , M ' (4) M8 S.S. BOLTS ' FABRICATED STEELo 1' -i 1' 1 1 " iv .080" ALUMINUM SHROUD HINGE z FABRICATED STEEL o ° MOUNTING BRACKET =1� d CANOPY EXTENSION TO BE PAINTED NB O A MOUNTING BRACKET A YELLOW BASE PLATE 14 GAUGE CHAIN ? „ 0 _ L 'g" FABRICATED BLACK ABS BAR N ° ° ° fN o STEEL CHANNEL UNDERSIDE OF CANOPY U FRONT VIEW 1/4"ALUMINUM PANEL (n 7 PAINTED NB YELLOW w A 4 98, A 2'-5" 14"-, 4MM ACM REVEAL —B"FABRICATED Ir SPEAKER I 1" x TE STEEL CHANNEL 7/B' HOLES p� 2"CENTER HOLE B B B a o 3/4-ANCHOR BOLTS PANEL DETAIL 6" X 6" X 3/16" SQUARE TUBE TO BE PAINTED BASE PLATE DETAIL 1/4"ALUMINUM PANEL W/ 18T SURFACE PAINT SCALE: 1" = V_O- & VINYL DECO.: STEEL BASE PLATE MIDNIGHT OIL —1�— YELLOWGROUND, COPY 0- BACK- 1" X 1" X 1i8"ALUMINUM ANGLE I:L1 BASE PLATE M 3630-22 BLACK - LANES POLE COVER DETAIL SWING ARM DETAIL DESIGN FACTOR: TBD DESIGN FACTOR: TSD 4MM WHITE ACM POLE COVER 18 GAUGE STEEL ARM WITH HINGE 4MM ACM SKIN SUPPORT FRAME ALL STEEL SHALL BE SUPPORT FRAME .080"ALUMINUM CAPAND SHROUD W/ 1STSURFACE PAINTAND VINYL HOT DIP GALVANIZED. EXTERIOR FINISH: DECORATION: POLE COVER GRAY FORD-MED DK MATCH PMS 109 C YELLOW - SWING ARM DK PLATINUM =7725.12 BLACK VINYL- "CLEARANCE 9 FEET' Q$Q"ALUMINUM SHROUD SHROUD AND BASE PLATE - MATCH COPY B.M. 1631 MIDNIGHT OIL * LETTER CLEARANCE BAR DETAIL 3D/4'IROUTEDALUMINUM LTETTERS W/ 1ST BASE PLATE BLACKACM PIPE W/ 7725-15 YELLOW SURFACE VINYL DECORATION: VINYL STRIPESAPPLIEDTO1ST 180-15BRIGHT YELLOW (OPAQUE) - SURFACE 'DRIVE-THRU'COPY END VIEW CABINET SQUARE FEET: BOXED = 163.56 I♦SLACK - COPY OUTLINE DESIGN BY OTHERS. ACTUAL=20.22 LU (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. I- 1'-8 CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. 0 CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) Of CUSTOMER ORDER SPEAKERICANOPY DETAIL GATEWAY CLEARANCE BAR o o ° o0 N.T.S. o I- 4'-10" TOP VIEW 6' 8" 3'-0"00. 0 �TURN . - e , C\ v ® A� go> l M M l O-� l 91 TOP VIEW CV HA NK 1s ,L-T x Lp,q FULL HEIGHT OF CURB REFER TO SITE PLAN0 YOU �21 410 ; a I 3 OVER MENU BOARD I N CURB TRANSITION FLUSH TOINEER TURN DESIGNED BY 1 N 1 �p �`L FULL HEIGHT OF CURB PROF S1, , Rl VWF1'-0" 4'-10" 104, OTHERS 0 I I I 3-2 NOTE. ARROWS SHALL BE b PAVEMENT I I NOTE: "THANK YOU" TEXT SHALL PAINTED WHITE SURFACE : o l I I BE PAINTED YELLOW (PMS 123) o ' • a 1 HKL ;1- I 6,-0" I 8'-0„ co I 6,_0„ I I J I I r r' I NOTE: DOUBLE HEADED ARROW SHALL BE NOTE: "DRIVE THRU" AND ARROW PAINTED YELLOW (PMS '123) SHALL BE PAINTED YELLOW (PMS 123) D w z - SIGN CABINET/MENU BOARD I NOTE: ALL PAVEMENT MARKINGS TO MEET THE: STANDARDS OF THE CURRENT MCDONALUS SITE PLANNING GUIDE. LU) O DESIGNED BY OTHERS I O H O 0- TYPICAL PAVEMENT MARKINGS TRANSITION CURB DETAIL z w °I I N.T.S. 0 Ln (no H N.T.S. I I �o w BIT. CONC. WEARING COURSE D- I REFER TO SITE PLAN z z U) I I I I [13' BIT, CONC, BINDER COURSE z ,I 9.8"X3.9"X0.20" 1 I 4" WHITE PAINT STRIPE TYP. O w 6.0" 4,500 PSI AIR•ENTRAINED CONCRETE 6" GRANULAR BASE U FABRICATED 13 6" " TACK COAT LL LLI Z O 0° 9n" QTFPI COLI!MN (8 AT TRASH ENCLOSURE) „^�r I �So ��� D_O ry LU STEEL I I - I I 8.0" GRANULAR BASE EXISTING BITUMINOUS CONCRETE �„ w rm: CC z D_ Q Vt:K I IUAL 6" GRANULAR SUBBASE \- v SURFACE BASE PLATE 1 6.0"GRANULAR SUBBASE NEW EXIST. AND BASE L9 ~ LU O O U U AO E �� "z.` MATCH EXISTING GRADE w m ❑ $ ° ° ° REFER TO SITE PLAN CO 1,1T WICIAI SIDE VIEW �.S _ ,s'?'�• _ ° a : • °$ • r`I;DP GAr`C / !_l r=- FMjiml VICYY — �-- _Po - -- I vim,—.— LU FRONT VIEW SIDE VIEW •P.'aS.S=. �a:^° ° °°.° ° ' °° • ^°� ° CURBFACE I V U o °SAWCUT ¢ T- ❑ cn TACK COAT VERTICAL SURFACE AND SEAL � O (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. JOINT AFTER INSTALLATION OF NEW nn w(NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHAI I ORTAIN FINALSPECIFICATIONS FROM SIGN VENDOR) PAVEMENT 4" WHITE PAINT STRIPE TYP. � U ... CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) 75° PARKING 90° PARKING I ' ' m v NOTE: FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH (3EOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINEER RESERVES THE :j F- w RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE z w OF MCDONALUS, OTHERWISE, G.C. WILL BE CHARGED. ❑ Qz CONCRETE & BITUMINOUS CONCRETE o z DIGITAL MENU BOARD DETAIL DIGITAL PRE -BROWSE BOARD DETAIL PAVING DETAIL STALL STRIPING Q N.T.S. N.T.S. N.T.S. Muni I• 1' 2" 1' 2" co w LU U w U_ ❑ IL ❑ O Q 3M 680-71 YELLOW REFLECTIVE FILM LL IN F OF PAVEMENT LU SEE DRIVE THRU CONCRETE PAD DETAIL FOR DIMENSIONS RECONSTRUCTION NEAT SAWCUT OR MILL 1" OF EXIST. Q OF DRIVE-THRU LANE CONCRETE PAD FOR DETECTOR LOOP. 2'-0" MIN. PAVEMENT SECTION, POWER BROOM, NOTE: NO STEEL IS TO BE USED IN CONCRETE. TACK COAT TIE-IN PROPOSED O 0.313" MOUNTING HOLES z WEARING COURSE, & SEAL JOINT w/ EMULSIFIED ASPHALT 1. 4" MAXM~ NOTE: THIS DIMENSION TO BE USED FOR THE w REMOTE DETECTOR LOOP (SEE DETAIL BELOW) Lu o a o EXISTING SUBBASE r CUSTOMER ORDER ° a 5,-0,,. o CO� z w w DISPLAY a a o W ch w a :D a ABS WITH CORAD CAP cf) d a VEHICLE ON BOTH SIDES Q Z 1 1/24-PVC SLEEVE F& oOPCTOR Q O DETECTOR LOOP (A INSTALL WIDTH OF DRIVE THRU PER MFR. z _ RECOMMENDATIONS CONC. CURB SEE NOTES PAVEMENT TIE-IN DETAIL Q PLAN 18"- AIT O 24" MAX. NOTE: THIS DIMENSION TO BE USED FOR THE WHITE SCREEN ' I .o. REMOTE DETECTOR LOOP (SEE DETAIL BELOW) PRINTED DECORATION o 1/2" PRE -MOLDED EXPANSION JOINT MATERIAL TM ENTITLEMENT SET CO NC. OR CURB AND I VF „ STREET ADDRESS LU 025" x .075" SLOTTED COMPLIANCE CHECK DATE "" PAVEMENT MOUNTING HOLES %by JUHN FI T UH bUULEVAKU a. TOWN STATE STATUS DATE BY 4, • DESIGN FACTOR: TBD • SITE CIVIL A ENGINEERING Ll 1/2" SLEEVE FOR SOUTH WINDSOR CONNECTICUT `� • .150" PIGMENTED ABS CORAD CAPPED BOTH SIDES CONSTRUCTION CHECK DATE VEHICLE DETECTOR LOOP MATCH GREY FORD-MEDDK PLATINUM LAND SURVEYING DRAWN BY: 11/22/21 KMB C.O.D. FOUNDATION • WHITE SCREENED COPY 1ST SURFACE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. PROGRAM MANAGEMENT COUNTY PLAN CHECKED 11/15/21 MLT • 3M 680-71 REFLECTIVE YELLOW - NUMERAL BACKGROUND CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) LANDSCAPE ARCHITECTURE CONSTRUCTION CHECK DATE NOTE: FOR REMOTE DETECTOR LOOP ADD • 4.57 SQUARE FEET SUSTAINABLE DESIGN HARTFORD CONCRETE PAD, J-BOX AND 24" MAX. DIST. FROM CLCONDUIT TO EDGE OF CURB PERMITTING SERVICES PROJECT No.: AS -BUILT SECTION TRANSPORTATION SERVICES CT212010 SITE I.D. PLAN DESCRIPTION SHEET NO. AUTO DETECTOR THEINFORNIAUTHODESIGN AND FRCONTENT SOHLEFTHISPLANARE D.SIG ETARY AND SHALLDANDSEALEDP ANSSHAOT BE OPIEDORUSED IZEDFO CONSTRUCTION NPURPUTPRIORWRITTEN DETAIL C-6 AUTHORIZATION FROM BOHLER ONLY APPROVED. BOHLERNDSEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES CAD I.D. #: 006-0187 LOOP DETAIL PULL FORWARD SIGN CT212010sbc0.dwg SHEET N.T.S. N.T.S. OF 7 AREA OF SCREEN AREA OF SCREEN WTIH BEZEL WTIH BEZEL 0.92 m EACH 0.92 m EACH [9.9 FTI [9.9 FTI —98"x39"x02 FABRICATED 9 COLUMN BASE PLAT d w F_ m 0 a I)f� o- UZ w X W aQ z0 F, w it a O I- 0wZ W=o >Za WF-F- z LijFo 0 0 cA of F- o o CDw �ww a r=- z ¢Z� Ux� zow ^O F W 1-- o I- w F QD Uoo Ooo U) Ln z <F-z LL 1—OJ zV) w- nafw� Jo0 0ZO Z°CL OW:j UF-� 1 y MAP 46, LOT 33 1 NIF LANDS OF STEVE A. DALENE wooDED ARV FA APPROX LOC OF UG ELEC LANE (PER UTILITY MARKOUT) (SEE NOTE /3) W AREA r �' N53016'20"W 296.17' 69.8310/ APPROX LOC OF UG ELEC LINE (PER REF 14) (NFV-SEE NOTE /3) APPROX LOC OF -� UC EWER LINE (AR REF 14) (NN-SEE' NOTE /J) WOODED AREA APPROX LOC OF UG WA7ER LILVE (PER REf ,(4) (NfV-SEE NOW /J) (PER REF 15) A/ObILE OMDER CURBSIDE PICK-UP" MAP 46, LOT 33 NIF LANDS OF STEVE A. DALENE TRASH CAN - BK. 2073, PG. 226 (7YP) CONC BOUND W/ PI1J FOUND --- -_ P 13. R=.25 00' ID SIGN CAP FOUND A=099001,40" `� �' � "MCDONALD'S' S 1= 43.21' 1� p7 ` x 13,67 y GRASS CH13-S77012' 50"W AREA CHD=38.03' x 13.92 �---5 S APPROX LOC OF AG SEWER MANHO (PER REF 14) (NY-SEEE NOTE /3) GRASS AREA APPROX LOC OF AG J - I G /J,G6 4 /J.pf rl VA WATER MWHog CONC CURB (PER REF1J) M4/L /���b �l JL Iv- CH BD (NfV-S££ NOTE /3) j �JIL�ULE�IBOX APPROX LOC OF UiRL14)(RE (AKA ROUTE 5) TWO WAY -w PUBLIC VARIABLE WIDTH) ) (ASPH,4LT ROADWAY) AlrW FWV2/A? rn %vl nn� WOODED AREA REM CAP FOUND �$531620'T 300.1v' WOODED AREA x 73 20 / x 73°L CONC BOUND FOUND P.0.R RX 06, PG. J85 APPROX LOC OF UG SEWER LINE (PER REF 14) (NfV-SEE NOTE /J) WOODED AREA �- APPROX L00 OF /VLF 4L UU t J UG GAS LINE 20D, 00' (PER UTILITY MARKOUT) (SEE M07E /3) MAP 46, LOT 25 N/F LANDS OF TONY'S TURTLE OAMJ.LC SK. 2208, PG. 56 I F(;FNn -- "I%IV II 11— VVIV I VVfI '/i.I —1 ., —I I t-, vv_ X 123.45 EXISTING SPOT ELEVATION COO EDGE OF CONCRETE X TC 12i.45 EXISTING TOP OF CURB ELEVATION EOP EDGE OF PAVEMENT X G 122.95 EXISTING GUTTER ELEVATION LS4 LANDSCAPED AREA X T{P/ 12J.45 EXISTING TOP OF WALL ELEVATION (7YP) TYPICAL XBW 122.95 EXISTING BOTTOM OF WALL ELEVATION 10 PARKING SPACE COUNT X FF 12345 EXISTING FINISHED FLOOR ELEVATION SK SOLID WHITE LINE X DS 123.45 EXISTING DOOR SILL ELEVATION SYL SOLID YELLOW LINE IYV fXl WATER VALVE nw nnl !ol VGI , 0— 1 (I!L vvvoLG i GLLIIVV LI1-4 E 1NE © GAS METER HT HEIGHT OH ---- OVERHEAD WIRES BLDG BUILDING G APPROX. LOC. UNDERGROUND GAS LINE BfPA BUILDING FOOTPRINT AREA [" --- APPROX. LOC. UNDERGROUND ELECTRIC LINE UTO UNABLE TO OPEN S --- APPROX. LOC. UNDERGROUND SEWER LINE [21,4J BUILDING DIMENSIONS -- W APPROX. LOC, UNDERGROUND WATER LINE DC DEPRESSED CURB UP {-• UTILITY POLE CB CATCH BASIN OR INLET El= AREA LIGHT �- �- SIGN OD DMH DRAINAGE/STORM MANHOLE o MAIL E30X © SM11 SANITARY/SEWER MANHOLE • BOLLARD ® HUH WATER MANHOLE Po POST 1,0' OFFSET OF STRUCTURE AT GROUND LEVEL RELATIVE TO PROPERTY LINE PAINTED ARROWS INN INVERT ELEVATION GRT GRATE ELEVATION MAP 46, LOT 34 NIF LANDS OF CUSSON ENTERPRISES, LLC BK. 1119, PG. 278 .. nfvf.r ut my ur ucircrii — of OF MCDONALD'S CORPORATION UG DRAIN LINE (PER REF 15) (PER REF /3) (NFV--S£E NOTE /3) UTILITIES: THE FOLLOWING COMPANIES WERE NOTIFIED BY CONNECTICUT ONE -CALL. SYSTEM (1-800-922A455) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. 8p� SERIAL NUMBER(S): 20172901711 SAS a. `;j ° S UTILITY COMPANY PHONE NUMBER BUCKEYE PARTNERS, L.P. 610-904-4940 �91 COX COMMUNICATIONS 800-598-0628 ` nr:rol E EVERSOURCE ELECTRIC 800-778-9140 EVERSOURCE GAS 203-317-4501 THE STATE OF CONNECTICUT REQUIRES NOTIFICATION BY FRONTIER COMMUNICATIONS 1-800-598-0628 EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE METROPOLITAN DISTRICT 860-278-7850 THE EARTHS SURFACE Ak'vW4ERE IN?HF_ STATE TOWN OF S'OUT ti V,11tii.:S'_lR 860-644-2511 00or", r 3�5 P i O Ooo APPROX LOC OF UG DRAIN LINE (PER REF 1J) (NW -SEE NOIE /3) DMH RIM=66.60 (UTO-SEALED) V x 66.36 APPROX LOC OF UG DRAIN LINE (PER REF 14) Me (NFV-SEF NOTE J'3) THIS IS TO CERTIFY THAT THIS SURVEY HAS BEEN PERFORMED IN THE FIELD UNDER MY SUPERVISION, AND IS SUBSTANTIALLY CORRECT TO THE DEGREE OF ACCURACY SHOWN HEREON. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMJIBFSSION OR BLACK INK SEAL JA B Co WEE ID CONNECTICUT PROFESSIONAL LAND SURVEYOR #70249 y ' !f LL y1i s7,riA } '�'"'� a >� 'n w " a +fk jR�T llit yy! "ri G� a . Asr� r 7�"1- t r9 t� 1A „ •'�' ,,.. L4 .. fry •�. LOCUS MAP ©20131 SRI WORLD STREET MAPS NOT TO SCALE NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 AND T-2 SURVEY AS DEFINED IN THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-30013, EFFECTIVE DATE JUNE 21, 1996. THIS SURVEY IS ALSO PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT, ADOPTED ON SEPTEMBER 26, 1996, BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC., THE BOUNDARY LINES SHOWN HEREON ARE BASED UPON A RESURVEY OF THE SUBJECT PROPERTY. 2. PROPERTY KNOWN AS LOT 26 AS SHOWN ON THE TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, STATE OF CONNECTICUT; TAX MAP NO. 46. AREA = 49,918 SQUARE FEET OR 1.146 ACRES. 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE AS -BUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X-UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER REF. #2 7. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS). TEMPORARY BENCH MARKS SET: TBM-A: X-CUT IN CONCRETE BASE OF ID SIGN. ELEVATION = 73.47' TBM-B: X-CUT IN CONCRETE PAD NEAR REAR OF BUILDING. ELEVATION = 70.76' PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. 8, THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION. ETC. REFERENCES: 1. THE TAX ASSESSOR'S MAP OF SOUTH WINDSOR, HARTFORD COUNTY, MAP #46, 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, HARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) PANEL 378 OF 675," MAP NUMBER 09003CO378F, MAP EFFECTIVE DATE: SEPTEMBER 26, 2008. 3. MAP ENTITLED "PLOT PLAN, PREPARED FOR: CUSSON AUTOMOTIVE, INC.," PREPARED BY MESSIER & ASSOCIATES, INC., DATED AUGUST, 1999. LAST REVISED NOVEMBER 3, 1999. SHEET 4 OF 7. 4. MAP ENTITLED "MCDONALD'S, JOHN FITCH BLVD (ROUTE 5), SO. WINDSOR, CT." PREPARED BY C.T. MALE ASSOCIATES, P.C., DATED SEPTEMBER 10, 1985. SHEET SP-1. 5. MAP ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY FOR MCDONALD'S CORPORATION, JOHN FITCH BLVD, SOUTH WINDSOR, CONNECTICUT," PREPARED BY C.T. MALE ASSOCIATES, P.C., DATED SEPTEMBER 10, 1985. LAST REVISED OCTOBER 24, 1985. aF co �LA1� 10-23-18 DATE G"RAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. FIELD DATE BOUNDARY & TOPOORAPHIC SURVEY 8-17-18 FIELD BOOK NO. McD ` NALI-1.79S USA S LLB✓ 18-13 MA 769 JOHN FITCH BOULEVARD FIELD BOOK PG. MCD®nald's© MAP 46, LOT 26 ® TOWN OF SOUTH WINDSOR, HARTFORD COUNTY 3 L/C# 006-0187 STATE OF CONNECTICUT FIELD CREW CONTROL POINT BSB A ASS O C I A T E S, INC. ALBANY, NY 5182175010 352 TURNPIKE ROAD CHALFONT, PA 2157129800 DRAWN: MANHATTAN, NY 6467800411 SOUTHBOROUGH, MA 01772 MT LAUREL, NJ 6098572099 R.J.K. 508.948.3000 - 508.948.3003 PAX WARREN, NJ 9086680099 REVIEWED: APPROVED: DATE SCALE FILE NO. DWG. NO. E.LOCIAJD J.C.W. 10-23-18 1"=20' 03-170095 1 1 OF I