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HomeMy WebLinkAboutSite Plans_submitted 05-04-23 I. • y, J b I la I 1. I ID_ I 1. . DT - 1 0 1 DA I 1" H h. I hA 1 l TECHNOLOGY SYMBOLS LEGEND 20 O CEIUNG MOUNTED CAMERA.REFER TO DRAWING FOR MODEL NUMBER TO z _ _ COMPACTOR m I PROVIDE.WHERE INDICATED WITH MDF-xx OR IDFxx ROUTE CABLING TO II q i - awEs tuna"r w ° INDICATED TECHNOLOGY ROOM.SEE APPENDIX CAM.T FOR MORE INFORMATION ' 1. GAME ENTRANCE I onus . t 1 sr C • a_. 1 (I a sp e a- _ _ ii _ -a. , 't. 1 SMIEr[-500 _ - WALL MOUNTED CAMERA.REFER TO DRAWING FOR MODEL NUMBER TO PROVIDE. ' �y1y t _.. _ :-W -.Ox V\ T_ }.g� _ _-._ -.-. - _' '- 5 W ON.SEE APPENDIX CAM.2 AND APPENDIX CAMS FOR MORE r onus_ t • 42 E 3D4N1Y let STREET NE _ O 0 [' � -_- C INFORMATION WHERE INDICATED WITH MDF-xx OR IDF-xx ROUTE CABLING TO INDICATED SQ ABA RAY- y 4„ _ - _- _ R--'•+- 12 � TECHNOLOGY ROOM. DE[iC>W 0� O �.w x ;� I r ®� v. .� ,,, ,., C POLE MOUNTED CAMERA.REFER TO DRAWING FOR MODEL NUMBER TO PROVIDE. • "" c r I „�N "' `�O'f \ ' - -- C P WHERE INDICATED WITH MDF•xx OR IDF•xx ROUTE CABLING TO INDICATED • -- Oga n g rivet >rn A„ -,.y.Ayiya tac w r s -- _ - TECHNOLOGY ROOM.SEE APPENDIX CAM.4 FOR MORE INFORMATION m :. .i___ ' rm.YF9'#IT.ii YkI.A!IAV:b ©,,;�°"'_ .•� O ^skce&A sei.e.t,tvleeet ."_. .._. .. -_ ,_ \ 1 .,•�dsl -. .- __ _ 1C e A `p , --- - O `- EMERGENCY PHONE.WHERE INDICATED WITH MDF-xx OR IDF-xx ROUTE CABLING Q,,' IBB r,© e '..e'I 10 0 I I TO INDICATED TECHNOLOGY ROOM.SEE APPENDIX EIA.I FOR MORE INFORMATION - tit a f) 1 L.R.-0R -1yyyyALLELLL ' [ I z DI r IcrR w IANuxP 5Lu¢, . ,ar r.,Su.BE coRL llD1rt • cA•.[w•aRRA1•R A ♦ �[ • `Oi I I cDRA[nD ADBE4An N.0M B SEASON [ NaY55/EOPE50 1.11. Mi .11 n5nxc GMBxG NO SOO..EDTO K REMOVED SF ALL 1 wNA O S • I R H ABOR QiAN SK[i C-B00) SOFT) SAKU,A,M N[ANSI nKlxt AtN,B[voxp THE H N x Eel • CdPAC,ID SL•r.Ra(SEE IXMl Ma G • e.. © R gyp` t ALL PM. NMx M [xSTIxG AND PROPOSED I{ _ <. 8-LV A - _ _... tiRgFli R.w, R T A CONFORM 70 THE PEOLEEMEN " AL(SE[ _\\ x\ -_ _ m i-I I _ S.1xcU, O DEPONENT of CNGINN([E G COMPACTOR.AAL CON a - \ \ • i K 15.O un SDPa 1.115 u Nl or N , sc...PRE-Do 02, € { 5•12. CM SW AG[9.Smm.M q ` ecONDAP U TA V- D \ I 1111 �` 0 vANANE DEPTH ROxAL RL HONDO.ON POP UPI..51 4E5 OF•1H ST. NOTATE.. rt[OUPC.ArC - L Ofcn..fr, I CI. \ 1 1\ O r EN, Mow.�. C' _ 3 ' wALx / (scE aDL M5 v¢,I ,K AUMa,.a ra aPMR MATERIAL omm ASNT PLATES 00 5.2 u.6)' SAC IB [ r KI PE01rtAnr PAKRS , EXISTING UNITY �OPOS[O[,xrp+MAMYiNS /y���{[.ygE�p� 500°0604 E 126.23 s P1 rlv.0 AcaEarz a TKSE MANS ARE PER ME BEST GRAPwCAL AM ASMI ,E[} 111 ail r 6 rB MSKO AGGREGATE.ON NFGRMAMN ANALABIE.CpRL.CV NAY BIST AND 1 SHALL ••' - 12316 'l [ ) -- 6/1 AGGREGATE *I AND MATERIAL KGA A PROKKD ay To iLOAnUAI CONDO.' rn'1�i Al E II F.OEML Ma PTO a MA1 W.A..Sawa,K PLANS VIRETT ALL SENT _ [ ® DOE dQ09FL AMA(AlE DELL-4En 000)E TOO 00 CdPK,a 5 .Na 0 M[ MIALLAMW a 0. x R .•� :o�f�Dn _ I u O �C0a+0RIA •I,x an NM owiR MO MINES) ...,a.0701.40 'W. NOWT M[ OE. [xaM[t _ B 1 •O - M O 411 I I z 1 .RELIIAltS It.NTD BY 01 FRO..1 SMALL BE 10 1 - .[ ® MULTI.AE P.(YE W.-WIT c-m0) 2 RCSPlNSIIIGRiT o THE DOLOR UrKLItY LNE NCOCA�'IxNS cl� - TAM�ARxxG N I S STAIRS(PER ARCA•n[11RAL BANS) K B ." O Iva.9.457 333333 ,K PROPOSED QK aPK vI x K RESPoxveN,r a,� K �� GARAGE '._ _. I ,° O S.NC1E W.RAC.(SEE OETAL-9R,t-am) 9 DKIONE 0 ESRE[ SH U CANE PTO - IDx x - l 5 OWNED TO K RELOCATED SHALL B[RELOCATED,0 iNN ONE-FOOTCr PROPOSED N 1 IX L L R VNMN[YN1H O �¢{� I I t NE RAC.ALOxG NAN STREET AND RANGEL.ROAD SHALL BE ,/G " r`P:,T1.sn : ceARua Ale er Wit II. NS,NLm rl mow-Wm Oa a cure ¢ lirri,..1 FKx I $ . 1 � 1°JN00°06'DI2 / T OJ�1 II+ 1K III V COT Cr DC L6i B uvNO.RCN ww.4n AIo DISPOSE Or ev ABN[L NI," Cn NO ki Fall i„/, M II r1Lp.H EOj ; FLOW..ELL IS 10 SOW AS WOOL TO THE DKx40N LISTED N III r-_ IB.n� -_� ,I 00 0 I R 1 amm,C.Pox-4r.L DES MOH RAslxx,5,o BE,.cx COATED PR.,D M[L.rNt {ySq�pQ11'Sy{1'b I O y{{ E t start,o MAN,rm. %Oul Al rtKVAnaxs OF NEW ASPHALT rc�Iw;'soi�BE soclAisonRoSPECIFIED x M[ L3 .11Rj //7/��i - - [yt{y,�p`` .I[ '60u�7G r 1 I'Du1BFp a 1K NEW SW AC[6,0 H SLOPED Al,K S.RATE.. jN .- �, __ -._. - -- _ iblr Waft l..5116TNst -�_ R.611.9YxAM R : a. ANCr E.BI GRAM 5. 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E MAIN STREET .K` _ Y . _" - "hF"""""II' --- - -- -- •) __ _ _.TOG'- -- "3__- 6�IIBEERN i` ',Tyra) _[ SH s•N.LNa n L s<s1,I+.E + e PwsKRSE ROOTS e -9 x ' t L' ' -" 589°4442'W 2586J8' " �r AY 2 �, sp • . I x. - SO (TO) ..:.tea= __ ..,. F C Sx LOf YY/A I ............ 1 A"A • -•w .�..4Y�k--__ r _ - MC to-n•Iac _ ......._•?_--_........ - L r• CO AL O T t - hOr OWENK I { i 21 Y w �'� .. .,n °SSA 9� CONCRETE SIDEWALK p rRD 8001%I YOMApi �`�••• ,c GRAMS TO 1 x0,,0 SCALE B%RDN ra.� �Y I NE5 10>1/B.P :1/111/B110 1 IOKATWNN DIRN A. so. TO "MCPI-Il B mu,A0R15r KASUREKUTS TO �H 8 8$E E 8 8 8 1 B r,Wan♦W SR[Od10K p amD� � d �~ as nzx IB.' rs?. `,., _ _ 5 �13IrR.@g >?iaEsi 9 EASrxGa 2r, COMPACTED CdPAc,[p ���� . . 1FUER B \\6-.rNA,sAMOR a} AMC OR t53 ����l!�03!y-.a NnR m.xran to BuInNE r.. -� KKxrIIIIIIIIII RAIL DETAIL �,-CDIPA[TE➢,0 1 OCIP.TED TO%i _B"•L [NINE Mx. I OO 13.01115 NC MOD[.0 WDC,IB IE0DI1X0 MCC. I)RANG M♦rtPaS AM ION SPECIE..OHNE N N ACCORDANCE.rH MI MOST C.., N0 Cp.. SILA ET N NATO A PRaOYD PAKKN,SE[110I uAT[CW[xQ UNTIL'A s,aN wIR �E.� VERSION a NAABN aPAR,Kxt OF PANSPER,A,pN STANDARD Srta.C.,.US AM 9RPQIGAII M.N.DaN,PENx 5®,APED TYPICAL CONCRETE PAVEMENT SECTION© HEAVY DUN CONCRETE PAVEMENT SECTION Gl PERMEABLE PAVER DETAIL Nt MONOLITHICNCURB AND SIDEWALK D, SPEaEATIDa UK[SS ODER.NOISD STRAIGHT CONCRETE CURB© xo,TO KALE ND,,O MALE xo,,0 5[4E D,TO SCALE 3)ALL s 9HNL BE coo..srzaMiN PRIMERa.b MAACCY aVOl COATING MA,ERLES TIT I NtI TO SLUE SIZE DIMENS CN PLII, 1, IA It H. II ,R II I. 1• Tv III - PA PM P. PD TIP f - 1Dv 1 L/, 2�,2,3 • 0 I , 1 1 1 1 1 I I I 1 • I 1 1 1 • UTILITIES NOTES 1. -TER MATT NSTNLATAN sHV1 BE N AQOANIQ NTH TIE CITY Of CARMEL INTER • UOM STAIOMOS AND SPECECANCMS CONTRACT 94N1 CONDOM 7TH ORIEL AMER POR MCGINN AO GONG PR4®LfEs NO REQUIREMENTS VENTS ALL'DATER MAN CONTRACTOR TO COORDINATE VAIN SHALL 1 NSr91ID W1H A MOM 14 NOES D COER FROM NIGH CRAZE.MAIN GENIFRPONT AND MEP PLANS FOR P1 SHALL BE DERECIED AS REOARED TO WIMTAM MAN SEPARATNN REO.AFmE7n5 AT • ' p PROPOSED GAS SERNGE,EXACT SERVIGE �I I NL U11Utt CR SSNMS 1 PONT LOCATION,AND ALL 071ER , I 2 CONTACTOR 9WL'LITE ENOIEDt f PRO6 ROLL 6 MODE FATS TO DEIERINE f (1r < I a 1 REp1NED STANDMOS Aro 5PE0EATIOYS AA'II 7 UME STABUTAna OF 9E3E7 IS ACCESSARY y' 1 - I r\ "% 1 ALL RIOT pMK90N5 ARE ro THE FAQ OF PROPOSED 0R" I "�.�ct10>•�� 1 XARVIARE NO IITIIw,AIMING 10 FT 6 nA-a-� - l, -A.,-r.-..---r.=..-r.-r.-..-r.-..-.•-r. r.-..-s•-r•-rr w-r.- Y ` .. .. -- Tce cc ex cc ~ n - 9WA6 9W1 I WMOIOEDEL 9�(T1�PY R- .. n GNAT RANGED I . - ~ I REFER TO O041ECIWAI RAYS FOR AC011001%NAGE.ERIE COLUCTS WTX OMAt W ' • • ___--____. -_____ - E i 0 20 40 6. RNGESARYY FLAMINI. NOELS, 9000.ETC CCURNG COA1T6FC1101 ALL EF IGBF MIA I _ __ _--. -- 1st STREET NE Q e'DATER YAM _ _ _ YU.T.OD.STANDARDS SHALL GO`AMN MS NON. --_ I _ ___ _ - -- 1 CONTRALTO ILDE ALL IEff4ARV RECORDERS FOR YA00ES MN OVER. _„.. r. 1 SCALE 1 20 MANUFACTURERS SWONOS 9011 H FOLOW). I $ s..11.: :.. :w APPUCELE, I�R.111111. -, ^L .. ...11111�x. •. ..� v '•� s.. •• _ __ & Fa EN11Jt0CSN L ELECTRIC hFL NTH UTLEY CCMPNES �P BONER _ oil _.__- _{ 3 m _. - __ _ ___ 9. CONTRACTOR ND SFEOEO BIADN 1NTH DUKE ERGY FOR ACCESSARY ELECTRIC SERVCE RAM POINTS AT EACH- -_ -- r .� - - - _ . m¢u cw-..st--.- n I��• -• - _ REORDERS IIOM i0 Nl 9RNGE ^51 ----�-e�, - -__ --, - ---� . -_ - J - - -- g•1 t L_� { \ PROPOSED LEGEND ,D GTE VOLES SHALL EC WALLED ON All sERY6 UIE TES COOONAR WTH 11E 01r �E)$� 6 CAMEL'WATER OUP FOR ALL SWARDS MO 9FOF9G9ONi 1 He • lali 11. ALL FED nl6 DOLED DURING CEN51RUCTION MUST 6 REPAIRED/CONNECTED ro PEWORA - - I' N. Y [. PROPERtt UM ALL HOP FA011ES I,I 9 f I EASEMENT LPL 12 N UNDERDOG 91AL1 E GOUGE WAIL H-0 PPE PER on O ORIEL STANDARDS j gg • ' a t \ S5µµ1TNt1 OT G1E9K I3 FOR URITY 661N1AR06 UNDER SINOP,REGVOIEA OF ME ORISOICTION 6 TIE O p I EGRESS/GAREGRESS (.f' P` :' �°--'-�-�- MN 0EMI01T UTILITY.TIE MMMN COO FROM RE MP 6 TIE INSTALLED PONCE TO TIE T6 6 2 1 A'1 W 1 1 �+ NSTALIID RPL C0pA1 0 OUCT BALM 91N1 BE 111E P WiWxi SE INLTOESS L7 iI - L °-I- 5TOR11 SE�q r/YMHOIF TIE A LTa .. ♦ - 1 i• i lY I t �� E END sECTNIN ) Yo OKIIRRAN05 9WL 1lERCOAR KOIC�iWW1'PNRT9 6 iXE PR IAUAEUOI WCT 22 - :,]i S F 1 �� 1 1 - - wip u Et41. AOI 1490 PA PRACTICE 6 THE u�HAS m6c 6o TTMµ ES Yth WALE III EI A Ta r -- FNE UIE f LIE N U tt X ¢OVER 3 3 I I C y _ -"\ JL I /\ 'I CGMASr UE gOEE1Fllr N1(4*490 SIVIAFNT OMR RETLRETENR, M YOE snEx(LNi W a N NilI_ `` V tUyT I [ III o E6 RG uur 9II AO wwK KWM NX 9gNa 10 RAM NE PER RE'I - J \ I I '+-. t Qt / r cu © r cul- 59141TARY MANGE NEST ONHCK MO M9WF K06M1ION AVA4A0F.C0811CR wY 1951 MO IT 9M11 • III 1qQ GASV IE TIE NAIRKRNS RESP(E19eUtt ro REND Y9VY ALL S1SO NO w1WK I MAIN ® STORM NIETS KOVATION P00970.f 0109.COORI06 OFFER FR01 1wT KOEN1EN SOW 01 e I___ CONTRACTDR TO COORDNATE rTH I A�A S10R11 AWA SWRL TIE PLANS TIE 01080IOE 9WL., TD TIE 16091A19.6 N4Y 11910 D GARAGE RAN$FOR F70*49*TION DRN0. la; I I IL WATER TIE MRASIRUCME NORM LIE GE9ON EN1IFER 110A8F1Y. lI Ld1NAC102 ro INSTALL A 6'REGE 6 PW RPE ro MNN iK-1ER SEIMGE 51118. N XAM LOCATION OF _ __ t 16. ILL F9E HYQRART$91N1 E INELIER 9t AENCO DNTLNG(SOFTY 7110N YAB - b •II) E%1EID 6'1 FOJIOACOg1ECT 10151R.t1 I t' V. ^A IS'VIID pFJ,y791.SHFAMM IlIlN6 r-1519L) 1 U.S NY=BxQe] ') ✓' x2s'MlO t]. WLE IR0ECINE DYEING LNE MbT ff P6TN1ID I F IBUE Nl wlpt YI T TRACER it x I ( VI f PROPOSED D.I NV.829.65 '' [ TIPPMG$AOME WRE MIST E MSTNIID TRH AL-TER MAN. 1 O CONTRACTOR TO COORONATE MTHt., I • WATII YALW 1fl CONIRICIOR SWLL RF3FR ro BLLVNG TENS FOi EIOFAIOR LATHING REOIREYdIi �I CONTRACCT L TO COOONATE 4TH GARAGE PLANS 314.OAJ 50 Fl. GARAGE RAMS FOR EXACT LOCATION 6 I I 19. CON VKIQR 9ULL GOERI ,RM606EA PAD IDGIO6, I16d9015 MO G�. EAT E%ACT LOGIOI 6 0RX14 1IION gLAN. Yon }} ]p.Y FTE HIDRNNT 9'EOTGTOAS,AS WLL AS,FIECTNGL C00111T NAMENIS NO OAYETER$MM OME FWNDATION ORAN. I jT C a ~ ^' E%RND 6'1 FOINOAMIN IMAM 6 L17 8 CONNECT fAMEY/C000 't s101RR FOC ENERGY PVOR T0116TAWMN. O.a MF� RO S11 n. AO PARNkNG EXTEND 6'1 FOUNDATION N DRAIN 6 LET k { I I 20.CONTRACTOR 91N1 COOOWATE INSTALLATION 6 GAS MINCE NO GAS ME1FA W1N e[0:11 ' 1 I U.S NV-621.50 SAGE CONNECT i0 SIR.E. RV WCTREN DERV.COOIONAR D1H YFP PUNS FOR EXACT ONCE PONT IDGTOu N W I DS INV=82).42 U.S.NV._871100 E �' t ► MAZER PLUG O? -I�� _ 11 DS NV.-Bx9.85 C DIMING SIIRIT LAN1$ TT 1 _y- �. ,j- ® II. '�I'= I d NAIER REDUCER ¢ Cm#�� J i I i0 BE SALVAGED AID 1 [.T W a= J STIED.C011RAC102 ` ..F. L ELECTS[TRN$OEER d CONTRACTOR TO COOLONATE MTH ! t ❑ i0 REINSTALL FETE ALL ❑ GARAGE REP RAINS FGR EXACT yy..// STREET LAJR • _ 9'ECIF1CAnCITY OF 1• 0115(M.) CONTRACTOR TO COORDINATE MM LOCATION 6 ROOF GRAN EMT PONT. I Al I'^ 1 6 , ': EXTEND 10'1 ORAN 5 IFT N I; I t • 1 NISI (� GARAGE MEP PLANS FOR ORANEXACT CONNECT TO SIR.n n .-r d E%TOO 10 I1RAN B LE EXIT PONT. US NV=8J250 .[ CONECi TO S1R.R D.S NV.fll2W I S I - / i 'I , ® US.xV_83130 St w D.i xV.-B31.00 0 d I - - ( Q STORM SEWER STORM SEWER STORM SEWER STORM SEWER STORM SEWER a0 ` 1i V V - - _' )) I _ STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE CLEANOLIT TABLE H �' 0 ` L Ty• 1 - - ' F N 9T4 DATA STR DATA STIR.DATA Z I ILL I - I �i, " P 1 N -_ 5V: 1 . . . . f :w;...,_ SIR.DATA 5<0.DATA ' - I * � h_ c _..__ -.- 1., _ r4Os-maArl.+.+MW sn Y0.T sn Was f1L NaP ITC Na 53 sn M6 OM N If �, • 9 w I _ _J " _ -- ^-^ 6 e� p a z; "_ NS NL tr MRORASi O N BASIN RETAIL 16 NY W Sr NSTNl WE'C MANHOLE rM MSRN PE'A MMMOE rM LO RAC O ro WOOD AR l + �' J Z 11 1 .f SEE WRIT 749 I \t PEOESI 1N GRATE AM DRAM BASIN OBI NEW.R-3405 CASING OR NEEIIN0 R-1714 CASING OR r1H C000 KARS FES EXACT Y Q 1 STRUCNRE 6TA L I 1 o�, A- I '? 35 LET 6,2Y HOPE 0 0.31E PEDESTRIAN ORATE AND APPROIED EQUAL AND IPPROWD EQUAL AND CONNECT LOCATION 6 ROOF ORAN EXIT PONT. u�/ w O • R' t MY-e]3.25 65 lFF 6 12 HOPE a 1.25E ]171 6 24'1 HOPE O 0.40E EOSITNG 1Y RCP INN INSTALL OENIWR NO -O' `'� z •I SHEET C 600 - + _ L-I'f� MV IN(6'-'WJ=6T9.16 RIM RW-6M.St 1401FT OF 15'1 RCP a 1.34% 21 LE 6 5'0 HOPE 01.52% m (6� /- 'I II II1`!I w ' -- 0-- i- - i / e INV N(6'MI}627.42 INV OUT(IY-x}83131 NV M(1B'-'A0=626.75 RIM=816.35 U.S.ELEV.•829.50 0 �.7 j.OF i R • ♦� --Frie V dN IMV OUT(tY-E)=6x).4x NV N(,5'-E}Bx9.40 QMV M(12'-S)-B2B.00 N G 1 I - - _ _ _ _ - _ _ - - - D.S.EIFV_e29.1B y I I EL MO INv Wr(x4'-s}ex.]3 RIOP1Nv WT(ts'-wpezl.so .'^� , 3 _ _� r. .6 � I VLNaT SIL YL LI6-1 _.-� _ r, t WALL 22-C TRENCH DRAIN molls ELIE II COMMAC104 ro COOOINATE '1 -' a� _ _ 'i ( INSTALL THE['YNNOIE WM - -C W . - rN BOTTOM WREN NO WM OTAE YEP PLANS TOR MCI. c - - x{91MP AIO IEENAR R-SWS INSTALL AQUA-SWAY KC-5 AND MSTNl RHS'A'MANHOLE YIH Z ' `/ 1 - • [ PPE'A'GRATE AND LOCATION F ROOF DIANN DE OEANWN NO PONT E/I 4SU.No.LO-x - L-" + J I CASING M APPROVED EQUAL AIO 1 LE 6 2{'I HDPE a 0.40E NEENIN R-In1191 944 OR INSTALL _ I % VARIABLE MDM / -{SI,No 0-C NSLNi CONCRETE PADS FCR J \ 66 UT OF 1r1 HOPE 0 0.31X )LTT 6 r1 HOPE••S.WE HY-B16.15 APPROVED EQUAL ARO Q • I. R.I. "I -•.... - ifrj ORANAGE AND VIP 1 PHASE TRANSFORMERS PER CAME 4 -- RM-W 13 RN_836.,3 NV N(24'-N)_e26.72 ]6 ITT 6 15'1 RCP 41 1.349 11 LIT 6 fi'I TOPE a I48S Str No t5 - EASEMENT t - - ENERGY SRANDARDS NO MV IN(1Y-Wj=e21.], NY OUT(24•-N}616.72 RY=933.55 c �[ BDTra ELEV-835.]0 U.S.ELEV=B3100 C PLAA AND LRIAA PAM T SPECIFICATIONS COMA LOCATION '.. II c..Na.16 _ __ I1E315 PER YIDEI ---' MiX OSIER NO URItt. I _ IMv N`6'- -N 0�O Wmlla 7eJ2.90 Ell N0.1l - IMv Q1T((1i{M}e2012 D.S.BEY.-830.]5 H I� LI ,� (9114DESIGN RAMS [ NV N TO'- F ' (YE SHEETS L100-1J02) P ( ^E}627.31 EL Na(Al Z ,... - _` I Nv ar 1r WALL te'N11aPL431 DRAIN CO N _-T. , t 0 410 AIG INSi APRIOWD Eg1K AND NTH MINI THE MOO WTx GONTRACTOR M WQONIAR 11JC 0 510 Nat BA9N wM PEOESrR9W iEIIIAH R-,n2 CASING OR MTH OFPEE MEP RIMS FOR EXACT L oo O (8 9 tss LR 6 60'1 RCP a O.IXIR NEENAH R-1714 CASING OR LOCATION 6 R06 DRAM EXIT PONT.CONiRACTdt TO COOROHATE O- JI LFi 6 12'1 TOPE a 0.50E ❑ MN TIE CITY 6 cANEi yJ - s .>RIILL LEERY AIIRTAIC ILL - INSTALL TIRE AND IELI,UHOp SNIs RV_Bifi.ls _ u INSTALL a 6HAROPWE eARU.501 aLL COWUDCAl10115 FOR 3 PROPOSED VW ngo-0I'OA3 I t t'ASTING IX!ARNOWD EWK AIO IMv N(6'-E)=Bx9.65 �..E)D- .7o 40 WO a 0.50x Q q 218.375 5p i1. 11 NV M 16- NV M 24' U.S.ELFV=BT1.]0 1 NSTNLA7101 REOQREMENTs - 56 LEI 0 16Y HOPE 0 0.509 ( N}83x"ao NV OUT(60•-M}e2S00 RY=B1A66 D.S EIEV.-831.50 J w Z NV OUT OE-S}INTO NV M ,5'-5 • Z < 1 FOR R CABNET A10 MOR VARIABLE ND I CONTRACTOR 11 6FFGE OVUM I MY_636-1 94 N(6•-5M}L11G SAL - Z > 0 SR.Na J7 A IMY M(le'-IL >,nO1T NV IN(6,510}B.3.04 - ONE DIFRGY FOR [ (ap NO EA AND SCA P 0 PVC x'1 INSTALLATION EV 110100 804 I L� T C NO ENYNENT 9NWIS 1 PVC I INV IN(6•-5-131.50 OLIO. Z lL FOR WI400R PORR BOX.] u CONDUITS WAIL 36' 1 t _ Ixv x 6'-N_e29.es NV OUT(38'-M}620.0o C9.TR8Cltlt TO LOO611YATE Q ❑ F Z_ c 4 p 12 [ ( 1 IMEEN TYPE 55 YARNING VTX - • j SCR E TO G FOR I I NV OUT(16'-E)=621.11 INSTALL TYPE'C'MANHOLE VIAL NEENNI R-2557 CASTING OR WnH OFFICE MEP PLANS FOR EXACT 4 _ l SCREE TO GARAGE I.T. I I MENAX R-3405 CASING OR 1 (Sir.N.co-5 I ROOM - I APPROVED EWK AND 42�6 249RCP NO mom. LOCATION QEANWT NO PONTPINT. d C Z J 1 EWI G STREET LOWS • t FRxa4 L1J �` 11 LR 6 15'1 TOPE O O.eeA qY-e31]t NMI TYP:T YAMNOIE MIN 13 LET 6 6Y HOPE•1.62A 0 I I AI TO BE SALVAGED NO �.s I I I rrf $IdtED.CONTRACTOR / INSTALL 119EC'YANQE rIH NV N lY- e3250 NY N(6'BN}e3211 SEE MILT STRUCTUREMALL CONNECT TO NE{Y 0& LLS EIEY=BJ275 Li I_ > Q U _L_�I A i0 RENSRNI PER ALL /c I I t _ 24'SUMP NO FQMNH R-3415 ( �= NV CUT(24'..5�.62500 APPROVED EQUAL YNNOIE D.S ELEV=B3251 J LIB Z CC L/ Ott 6 CARYEL CASINO OR APPROVED EWK NO _ _ - III NV N(lY-E}629.50 -- RCP W1MN AANOINE ROAD. a (/J p .r$ I / svEaF,GapxS(TIP.) _ CONTRACTOR TO taamNAx 1 20 LFT 6 1e'1 HOPE a asmE NV OUT bs'-w}ezR.w 01L Damd E g U P /........ _ ' - VTHDINGENERGYFORW III [ Rr=LR.e9 RM-B31.91NSTALLATXXI REWIRE2EIIRI NV N 1B'- 826.87 IMSRNl OEANQIT AMOA.I + - /,'L//L �<,-� %/////////.// ////%/////////!!!!//////„ .�/�//// //� / ;,/// FOR WIOQi PoNFR BOY INV N •s PROP.NV IN( •-{}O9 \� I.... t MAC - �, RN OUT 11'- 63 EYNV IN 4Y-5).8,6.e6 161 6 6 W PERFORATED HDPE 4 0P k k D °'` _4.co•a. .-cverr. .-caecr _ . c - °_" .. -"" P`7- t - ( E}8ffi. 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STM-A STM-B STN-C SIM-D 840 HORZ.SCALE:1'=20 VERT.SCALE:1'=5 840 840 k_ HORZ.SCALE:1,20 VERT.SCALE:1'=5 840 840 HORZ.SCALE:1'=20 VERT.SCALE:1'=5 840 840 HORZ.SCALE:1'=20 VERT.SCALE:1'=5 840 I -Pw•M/Rolla mar LIE'sTifA1 q 1E,;u Pm•e mar WEE sn-R'F �v,opo.a RRHN.,.INF'sn so-.Iw 1 �E,;.r•9 P,XN.•..ORE'rn-D'F -*named Pr.fl.o,.ONE'rn-o1 N R i,ProM am VIE's1Y-A'' lE.NL'nq Prato ow ME STY-C'F .I Rm•6J6.- Ea.Slam Het EEaa.stain HIM No.I� Str.No.15 No.M I I Str.NR.1 nthmer U E SlM-C1 Rin=635.A9 I I R'm•B35.667 -836.351 IH- �Rin=8JJ.5$JIRA• b.No.I♦JStrNa.l6lIlt 831.8E Rm-BJJ.S.d'835 R -671.1 835 835 835 835 --------- B35 B35 - 835 1_ DIF1 • __ J CONDUIT • -{``yI 37 In a in RCP ll 1.31T1 `- - IPA I a.- T CONDUIT 1w LFT 6 15'.RCP a 1.u7t J XI LIT 6F i8'.fa.•13.1 ti.H(6•-N7.829.00 825 IcaxcAST I • 825 825 O 825 825 _ 825 825 I(6•4).1129.59In,Out(12,41}828.87 _ 825 EX.[AEI M.H(12•-S)•R000 Nv.St O5•-.)-R7.90 M.N(12'-S}628.36 M.H(15•-E}826.02 M.H(fi'-4}629.17 H H 'M.Out O5'-N}825.92 NV.ON(TIC-N}620.17 - Al VET 6 36'n RCP 0 0181 Inr.I(15'-E)•82602 820 ,�I. 820 820 820 820 In,ON(Is-N}6zssz 820 820 • 820 •IT.3N ,//V,1I 10 UT 6 It.RCP•0.51R ' • '% - ' E Na.m O5'-S)=82190 •. c� i,�\W/,II M.H Os'-s}8%90 Na N(12'-s OO_ •••. Na N(21'-ME)•821.79 > Sj f In,Out(36--N)020.03 Me.N(IA-1E}62/79 H.at(I5•-M)-m790 _ Y t- i M N I6'-SYJ•W.01 Mx Out(JB•-.}820.00 p�.,'� C O 815 815 815 815 815 .,_ 815 815 __ 815 tt77 V' Na.N(56-E}6t9.WO I d� •..•pf' G 0 .N(42,4}818.86 - M.Out(12'-N}816.84 p 'A� - o n g g•g B a g q Cl) 81 o a' 5 a 810 810 a E 3 m a 5 5 5 810 810 5 5 "a 3 3 m _ a a i 810 810 D@ 810 10+00 10.51 15+00 15+86 20+00 21+00 21+50 25+00 25+57 Z _ Q - M 1J1 W FLLA-1 Z 5- N I- 0F - I STORM SEWER STORM SEWER STORM SEWER STORM SEWER STORM SEWER01 PROPOSED LEGEND �- STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE CLEANOIRTABLE d 0 co 51R.DATA SIR.DATA SIR.DATA - STL DATA SIR.DATA ce _ - - - UOPERTY LINE SEMENT LINE If_ ----_ -15LSTNE' _- fRN0.l S1LM0.5 1IA.Y0.1 sl..IlpU S1LAo.�3CL O rre Q - SWITµLYµgNER LATERAL 1NSTALL 1P NILOPLAST DEIN BASH INSTALL IC NICITLAST INSTALL T1PE'C MANHOLE NTH INSTALL TYPE'A MANDIE TOTH CONTRACIOR TO COORDINATE in J W Z�'• '• "-'•- M11HH 1g 01TX NIH PEDESTRIµ CRATE µD DRAN BARN TTH 1EBIµ R-1w5 CASTING OR NEENµ R-1T1 CASTING UI NTH CONDO PLANS FOR EXACT = Z W Z Qt E 11D SECTOIIN/MµHOE 35 LET 6 IT/HOE•0311 PE EST AN IFATE ND APPROVED EQUAL µ0 APPROVED EMK AID C61ECi IOGT NSr EANQUTAIDFONT. WQ RM-8112565 LIT6 1z•.NODE 01.25• 3 IFr IT N'/MOPE•040XENSIMG12'RCPANDE - EU:C118C LNE(DUK♦7 ■ I ( NV IN 6'- 829.18 A•F631.90 NY-AIX 51 140 LIT 6 IS'.R6•1.34S D U'T 6 6'/HOPE•ISLL Z Z E _ - -_ta __- WATER DUNE :R` _ I�•I�� I I I I I I I I I I I INV IN(6'M!}827,A2 NV OUT(t2-x)•8.1G31 NV N)It-xj=626.73 RN-BJ6.35 US.EIFV-829.50 Q < O C/ - COYusi LINE - NV OUT(1r-E)-8227.42 NV M(15'-E)-629.w ELNY N OY-s}828.00 Os EIEV-829.IA -.I Z ~ NV OUT(N'-S)-826.73 'PLENA OUT(15-Tr}827.90 - us NE 11 - - - - - -1i a L_ m xus z W -•-L min- CONDUIT ` P•s em E) .Ts SAHIINY MANHOLE ^ BI..N0.001 • I I I I I I- 16-2 o�a I. INSTALL 22 IF 6 MEENµ MAMA 111.ND.M N Ri SIgN SLITS �' "" -~T-� NsrAL1 THE t'MNRIQf UN i BOTH TIfNITRENCH DAiVD NINMI �6TmICF TCR RAxC S�FpORHATE 1t ACT O I-. W Z LL _ W : 9 N'SNP AID MNES E R-3105 MSINL AMA-SNIL N:-5 AID MST LL T11E 3A'MN/RRE NM L.6 ROOF 0.EXIT Pq,T > Q o STORM AMA 51/8 I I I I f CASING 6 APPROVED EQUAL AID ME'A'ORATE AND 7 LET 6 21'/110PE••0.wR IfFFllµ R-1T1 CASING OR l :1� ---- ;i M UT 6 18'/ROPE•0.711 3 LFT 6 8•0 TOPE•s00X RN•83675 APPROVED EQUAL AID NSTALI OEA ORE MC F N S- O U W WATER TEE I! 9 ~1 _ RIY-8H IS 36.13 NV IN(2P-N}62072 76 LFT 6 15.6 RV•1.Ni 17 LFT 6 8.0 HOPE 0 1.48X J u'BFPO 11 OS.E1EV.-e3O.75 ■ INV N(12•-'/)=827.31 BOTTOM ELEV.-615.30 NV OUT(24,10.826.72 RW83155 0 /► 215'BEND !' •NI _ i_ :_ I^- MV an(8's)-6V.N1 - NV N(ls'-E}626.02 i 5 O ® ! J �- O INv N(6'-SRk6T0.75 Nv MT ls'-x.825.9z ,-, TAPPING SADIXf E. INV N(10'-NE}6T1.00 sn w.7 RT6NLv ( ) m.xo.ao-2 a NV MT(16.4)4127.31 c WATER NNW e f110 C( FIRE 11RTANT ) ,-_z.�- - INSBASNTAU.I NTH PEDESTRLWAIN F�IQFIAII R 17R CASING op11L Y0.ls Di " COMTRACTOR 10 COORDINATE® •TL•03 CRATE MD APPROED EMK ANO INSTALL T1PE IV MANHOLE NTH NIX ON CC MEP PUNS FOR EXACT g S RIL II JI LFT 6 It.HDPE•0.50X 165 IFr 6 60'.R6•ASS ND.R-1T1 CASING 6 LOGTOM 6 NOV IMRNx ENT PONI. • Ply NSTAL TVPE'C MANHOLE NTH NSTAL CLENIMT AND j �'� RIY-83815 RY-671.OI AMMO EMK AND N WATER PLUG 2/'SNP ND NEENAH R-3405 13 LFT 6 6'.AGE•1.50X I NV N(6'-E}829.65 NV M 21' 826.70 MLR 6 36•.RIP•0.50N o WATER REDUCER ` CASING 6 APPROVED EQUAL MID NV M(10•- -83200 My ar(6# W RN=8M88 U.S EIEV=BJI]0 h h 8 N m h 56 LET 6 18•/HOPE•1150R ( rr)-2i D.S ELEV..-831.50 E� ELECTRIC TRANSFORMERI MM-81630 INV OUT(lY-S}829.65 MY M(15'-5)•821.90 ye= I I I NV N(2/'ME}824.71 $ R g 1: 1 INv N(16'-11')-62711 ST1.1101] Si S E G,.., STREET urJHT NV N(6'-s}6Tl.so m.xa. NY N(1'-SN}6JS.o1 •T••••1.0• g _ I NV N 6-N 829.85 MV OUT(1Y-0}8M00 Z Z�LL E E (' } NSTAL 1WE'V'MANHOLE NTH CONTRACTOR TO WMO/IATE �y�p q+�yE ! NV OUT(18•-E}M7.11 NSTNL T1PE Y YµHQE NM LEgµ R-2557 CASING pf NTH OFR�MEP PLANS FCR EXACT KM A P A g}+Ar r g _ \r--- WPM R-3405 CASTING CR APPROVED EQUAL µD STE DIN ICCANN 6 ROOF ORRIN DOT PCKI. NO Eµ1HN6M NSNRBNG ACTNTY u8 ¢ r.: 0 20 40 MAIN Sf m p 1 �EQUAL TER 42 LFT 6 21'/RCP•0.505 NSTALL CIENHOUT NO tvAi m VASENT LOIPER,iX.A6 WTN STCRII RA Y rY 3C Y Y _ 11 LIT 6 15.MR•8.689 RIY-83J J1 NSTNl TONE S WMH0.E N7N ID U'T 6 Y.IdE•1.87i � � INSTAL TYPE G.MANHOLE NTH NV Nam .8T2.50 NV M(60.-E}825.00 NENNH R-1T1[ASTMG W U.S EIEV..83275 --[: _ - ❑ } MV M(21'-S'IQ-825.00 APPROVED EQUAL LIMNOF I. BEV.-83251 -m _ A 24.SW MID NEENµ R-3405 INV N 8•-N 83271 S m 8 SCALE: 1-=20 ------ 5. ( )- 4E OUTLET STRUCTURE OETK 91N1 CONNECT TO THE 12•DIA ry o$Pa CASING CE APPROVED FOOL AND NV N )I5 N)829.50 RCP MMN RµGEUNE ROAD. -S. B 8 B E E'B. 111E S119-Cf 1 I 20 EFT 6 18•/HOPE•0.50X BRIM.mE ®' Rw•I6.N NV CUT(15'-N)•829.50 3 A i R I R 121112 i IA' 1 1 NV N O8'-,R)=626.83 RIY=8J19) NSTNl tlFANQIT AND A► `7 0 f B • PROPNV IN 36•- NV N(6'-S}612.5/ ( E)=81666 Al1 LFT 6 6Y PFIECRATED HOPE �� e KEYMAP My OUT(18•-E}82513 ELNV IN(2-9.5161INCERDRAIN fj�,lI i e p -«..'..m'-m m El NV OUT(.2'-N)=D861 DS DIVAS-UN �9i NO SALE OS E,EV.=83101likl ', DRAWING NO. SHEET OF • "r C-4�2 TITLE STORM PUN AND PROFILE A A a- I la - IN 7s IS IA 1• IN Do ' III III Fla • P• PA R9 2.11 I I I IT I IA I IA I IF I I>... I IL r I LA I ha I IllI AN I LB_ I ha I HA I ha I • I I I CD / 21•-11' / ALLEY_ LAYOUT GENERAL NOTES GENERAL SITE LAYOUT NOTES ® I CENTER PAVER SANDS ON BUILDING C 4� / 9'b• / 0 COLUMNS MATCH BAND WIDTH TO A ALL TOPOGRAPHIC AND SURVEY INFORMATION HAS BEEN - L7�1' NEAREST FULL PAVER TO AVOID OBTAINED FROM CROSSROAD ENGINEERS LANDSCAPE A LYY - CUTTING ARCHITECT CLAIMS NO RESPONSIBILITY FOR ACCURACY OF 2 THE CONCRETE BASE FOR THE INFORMATION PROVIDED VERIFY AND CONFIRM ALL EXISTING ALIGN GATE ON CENTER ENTIRE ALLEY AREA IS TO BE HEAVY CONDITIONS PRIOR TO CONSTRUCTION N TVP ®ivP ® ®TYP TYP ® -' /4'-0'/ ®WITH PAVING BANDICOLU / 6'-4 / 8'-1' / 8'�' r DUTY CONCRETE UNLESS B LODEAANp VERIFY ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO ♦ 1 N ® ®, OTHERWISE NOTED ON LAYOUT STARTING WORN (LK ] ALL BENCHES AND TRASH 8 1 , V . ■ ® N` / - 4 ® RECEPTACLES C STAKE AND CONFIRM ALL DIMENSIONS AND GRADES PRIOR TO "' MIN __ _ Y• FREESTANDING.NOT SURFACE MOUNT IN THE ALLEY AREA ONLY STARTING WORK REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE IMMEDIATELY DRAWINGS SHALL NOT BE ♦ SCALED FOR LAYOUT PURPOSES - 4'-6•/ 11'-0•x / 4'-0'x 4'-0'x / B-0' / / BV' /4' 0. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING LO N11114-0'± Q. 9'4'± EQ,TYP 4� EEL TYP a EQ.TVP EQ.7YP EQ,7YP 2'-0'/ FEATURES AS NECESSARY m EQ,TYP T$3 10'-0•S 5'-0.2 ®" / / / / / / / / / / / / E WHERE NEW AVEMPAVEMENT RT SHOWNLLYREMOVE MEET EXISTING.G,SAW CUT M EXISTING PAVEMENT VERTICALLY.REMOVE DELETERIOUS __ _- ® MATERIAL.AND PREPARE FOR NEW WORK M ®... �. ^ ^ _. -. _,. ® ., —, „ ,`. ® F ALL AREAS VENT NTPROPOSEDTHEEXISTING A PAVEMENTEDGE ETS SHALL E s=ii ' \V/ ' ' §� EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE SAW CUT VERTICALLY AND PROPERLY SEALED WITH A TACK COAT ®TYP MATER AL. U L-24 TVP® 0+vP ® Typ Lit TVP L1] TVP TVP® ® G ALL DIMENSIONS IN CURBED AREAS SHALL BE TO FACE OF CURB z - ALL DIMENSIONS IN AREAS WITHOUT CURBING SHALL BE TO EDGE Z OF PAVEMENT.ALL DIMENSIONS AT INTEGRAL CURB AND WALK i3 SHALL BE TO FACE OF CURB ALL DIMENSIONS FROM BUILDING 0 ENLARGED ALLEY LAYOUT PLAN I P� I SHALL BE FROM FACE OF BUDDING b+' • 2 0 5 o' 2051ZZ mg ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE s Sul.I'•10'-0' LINES.PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE 'm NOTEDi ALL RADII INDICATED SHLL BE FORMED AS CIRCULAR AR ALL 5 ' }-j i CURBS AND ARCS SHAL^INTERSECT OTHER C RBS NDLNES AT N.S- •y POINTS OF TANGENCY TO FORM SMOOTH TRANSITIONS UNLESS CLEARLY SHOWN OTHERWISE - CD CD J RADII SHALL BE 5'-0-ON PARKING LOTS,CONCRETE WALKS AND ASPHALT TRAILS UNLESS OTHERWISE NOTED OR WHERE DRAWING ® - - -- -- -- APPEARS SIGNIFICANTLY DIFFERENT C j K - K WHERE NOT SHOWN.CONCRETE SIDEWALK AND RETAINING WALL X �� - ---r W W.1T W EXPANSION JOINTS SHALL BE]O-0'O.C.AND CONTROL -' ' JOINTS S-0'O.C.MAX.CURB EXPANSION JOINTS SHALL I •� T �. BE SACL O.C.MAXMBA AND AT ALL 90 DEGREE ANGLES.CONTROL ® . JOINTS SHALL ALIGN WITH ADJACENT SIDEWALK WHERE • APPLICABLE.OTHERWISE IS-0-MAXIMUM SPACING SHALL BE USED CU in Q am L. ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE w, p ® ' WITH FEDERAL.STATE,COUNTY,CITY AND LOCAL CODES W GENERAL PAVING CONNECTION NOTE (WHICHEVER HAS JURISDICTION)SEE SITE PLANS FOR LOCATIONS 3 ♦'••• "L _ WHEN CONSTRUCTING CONCRETE SIDEWALKS ADJACENT TO THE AND SITE DETAILS FOR SPECIFICATIONS WO .Hj C J A' BULDPACATHEEWV 2'C SCOWL BERM SPACED 24'0.C.OD Y SEED ALL AREAS DISTURBED By CONSTRUCT ION ACTIVITIES AND - CO DOWEL THEM 12-INTO THE FOUNDATION AT DOORS,THEN d ®' NOT CALLED OUT TO BE PAVED OR PLANTED WITH OTHER PLANT - GREASE THE EXPOSED 12-FOR WHEN THE PAVEMENT IS MATERIAL I�. ple POURED SIMILAR TO STANDARD CONCRETE DETAILOCATI N ANyE O��Y/ DOWELS SHOULD BE POCED AT EACH DOOR LOCATION.ANDN CONTRACTOR SHALL OBTAIN ALL PERMITS AND COORDINATE WITH �II- 6 I\, SHOULD SPAN THE WIDTH OF THE DOORIS) LOCAL REGULATORY AGENCIES AS REQUIRED BY LOCAL ' - ..♦ JURISDICTIONS y�'\ •• _5'�': 9'-0 8'-5': � ® REFERENCE NOTES SCHEDULE •\� ■H �.�. ® 4l LAYOUT - -- SYMBOL DESCRIPTION DETAIL - �� i0' ®' STANDARD CONCRETE PAVEMENT 1/L300 N ALIGN ENDS OF GUARDRAIL �N 4 a WITH ADJACENT BUILDING ®' HEAVY DUTY CONCRETE PAVEMENT }NW pE COLUMN AND PATIO WALL ® �1E L' A�� GUARDRAIL l CD PAVERS ON CONCRETE TYPE A YL]00 �` i•. HERRINK-HOLLATTERNE-RUSTIC RED.OR EQUAL A i\. _ • HERRINGBONE PATTERN C PAVER COLOR AND �!K4 i l\ .•'. - PATTERN TO MATCH EXISTING ADJACENT PAVERS �;� �♦ \,1 - •••/ § I-0 DLO' / CONTRACTOR TO PROVIDE SAMPLES ON SITE FOR TVj'.;.b �' `o ` I , ® ARCHITECT'6APPROVAL ▪ yy • \ L-04 PAVERS ON CONCRETE TN 3JL300 • ' G - R e HENRRINGBONE PATTERN CE ALMOND GROVE. ,,\ C 4 § I N-0. 7.0• w ♦ c/ _ ` Ep,TY;/ EQ,TY I. ® ®' 0 PATIO AND ALLEY PAVERS-UNILOCK-PROMENADE 32300 PLANK PAVER-ENDURACOLOR UMBRANO FINISH . CIDPATTERN A-<%t5 , ',, -. m IT'—� § , SKYRIMETER AND BAND COLOR SHALL BE MIDNIGHT JJJ 6 O 1 I A .FIELD MOAOTT SKY LL BE FRENCH REY, ND WINTBLEND I 0 4 'IHurF� PATIO PAVERS WEST OF OF MIDCOLO SKY,FRENCH GREY,AND WINTER 91l INSTALLEDHED E PERMEABLEHALL BE ] 1. MARVEL INSTALLED AS PATIO PAVERS EAST OF LL L-0S PAT.WALL WITH RAILING•HIGH WALL SECTIONS 42301 I- F 4 I3Q DASHED LINE SHALL BE Y .1 N F �/ Ir CONLRETEON STANDARD , I • - - I ®' PATIO WALL WITH RAILING LOW WALL SECTIONS IIL]01 Z IA (] O ( 1 - STAND UP CONCRETE CURB.SEE'C'SERIES FOR C Q J"'K• LET �. I I ® DETAIL L Q ria cC V- I' _ ,_� L-09 STAIRS WITH HANDRAIL 5/L]00 a IIL11L 1 ` 0 Q I LL ( 7 ?1€ Sy ® I ®' RAMP W TH HANDRA LS TIL]00 w Z Z(J]V--`[v[j L I - \ „ .. J 1A I 410 �F>bO COURT SPORTS 4 X2 COMMERCIAL ® BENCH FORMS•SURFACES•CORDA,SURFACE 0 J Q 4 J ) GRADE CORN HOLE BOARDS AND 2 DIFFERENT 1 Kai 1 \ E.-NI NaMOUNT(NOTE.T BENCHES IN ALLEY AREA ONLY ARE 0 Q I 4 . . ALIGN CENTER OF ® I • -.. . � I Y1• -m I �' I a■ I COLORED SETS OF 4 REGULATION ALL WEATHER OBE FREESTANDING)-S'BACKED.WrtM ATOBA Z W w E PATIO WALL WITH Q B•-0' B'-0" �. =�0" CENTER OF BEAN BAGS OR EQUAL HARDWOOD SLATSAND POWDERCOATEO DARK Q Q OF Z E BUILDING COLUMN CD ® I ® STRING LGHTS•EXTON POWERSPAN CABLE SERIES. GREY METALLIC TEXTURE FRAME 1a.1 J Z IA . . L � �4�J DIRECT MOUNT. E ENVELOPE CLEAR RAIN PATTERN ® TRASH RECEPTACLE•FORMS•SURFACES•CORDA I— J Q J JYal R T 7- AND BRILLIANT CLEAR GEM.DYSK SHADE CABLE. WITH LID SURFACE MOVNT(NOTE 2 RECEPTACLES IN ZZ Q ix• LU L SHADE.AND FIXTURE COLORS TO MATCH BUILDING ALLEY AREA ONLY ARE TO BE FREESTANDING)•WITH Vl LNL ® EXTERIOR WALL MOUNTED LIGHT FIXTURES AS ATOM HAROVIOOO6UT5 AND ERAS ERCOATED �p 0 . . r -- - - o APPROVED BY ARCHITECT INSTALLATA HEIGHT % • SEE ENLARGED ALLEY DARK GREY METALLIC TEXTURE FRAME V u f- LU Z CC _ LAYOUT PLAN•2A100 BETWEEN THE FIRST AND SECOND FLOOR OF OFFICE > _ Q BUILDING MAINTAINING A MINIMUM OF t5' ® w b I CLEARANCE FOR POTENTIAL BELOW VEHICULAR RELOCATED HISTORIC CLOCK•CONTRACTOR TO c) o O v U TRAFFIC LAYOUT AND INSTALL PER PROVIDE IL ORIENTATION METHOD FOR ARCHITECT'S Gip -EC 7 APPROVAL ORIENTATION OF CLOCK TO BE IMANUFACTURERS RECOMMENMTgNS APPROVED ON SITE BY ARCHITECT j D DD ® COORDINATE FINAL LOCATION ANp UYOUT WITH w 8 r '} D - ?lig • (y() OWNER ON SITE PRIOR TO INSTALLATION. SALVAGED'GARMEL FOUNDED'PLAQ E.MOUNT ON Y/// ¢ PAT. iCENTER PAVER HANDS ON BUILDING ® WALL PROVIDE RECOMMENDED FASTENING METH00 A,!. aF£ I12 - .j T� V'V COLUMNS MATCH BAND WIDTH TO NEAREST �� ® FENCE.4'HEGNT BLACI(VINYLLOATEDCHAINLINK FOR ARCHITECT'S APPROVAL V Tc jj $Q 3-0' / FULL PAVER TO AVOID CUTTING.TYP. • '/NJ,p GATE.4'HEGNT,]'WIDE.BLACK VINYL-COATEO ® G ZS XS �� y¢ •••■_ I © CHAINLINK SALVAGED'TRAFFIC MMEN DUOUE MMOUNT ON METHOD Y.B WALL.PROVIDE RECOMMENDED FASTENING METHOD M I pi. ® FOR ARCHITECT'S APPROVAL. _ EXISTING DR POE /J$ y • yw( ® REINSTALLEDPLAN ING BED.SEE PLANTING PUN ® LOW RECTANGLE PUNTER-FORM ANDFIBER.BOX I S Lll1�� ?lig "$ `® SEE ENIARCED PLALVPATIO LIGHT POLE SEE UTILITY PLANS SERIES METAL.BOE WDER OATEDBDDRAIN w - 1 LAYOUT PLAN-]A100 �� HOLES.ALUMINUM POWDERCOATED BLACK MATTE. L I p9', cED DOGGY POTTY AREA•K9GRASS SYSTEM•INSTALLED 1L]01 STANDARD LIP TOE KICK BASE f OVER K9GRASS FLUSHING SYSTEM AND AIRGRIDOR LS C IX , - ' � EQUAL INSTALL PER MANUFACTURER'S RERRS IN LOCATION ® TALL SQUARE PLANTER-POKY AND FIBER,80X E1 . \ I l o RECOMMENDATIONS. SERIES METAL.B%A 2A24]B.STANDARD DRAIN IY I = LEI PLAZA I'^' STANDARD LEE LLRIP.TOE OIWDECK�COATED BLACK MATTE. O 0l3 6 ' DOG WASTE STATION•OOG WASTE DEPOT-LOW SE (�< \ • I TYP® ®' ® CD TYP® ®CD TYP 42,• ® PROFILE DOG STATION(NO SIGN) TALL ® OWNER ANNUALS By ® ® SKU DEPOT-04SB.BLK.ROLL BAG SYSTEM,ROUND ® SERIES,CYo40A.STANDARD DRAIN HOLES PUNTER-FORM AND FIBER.�YPRESS a'w I� - O CAN.MATTE BLACK OR EQUAL ALUMINUM POWDERCW TIED BUCK MATTE. ‘.7 ® \ - -'4.1I.:- il; I_i-�1L-�� .• _ r ♦4r—r4 i�.�Ai•it�R.EF�.�Y. • -_ © DECORATIVE BOLLARD,SEE DETAIL 5.SHEET C300 STANDARD LIP.TOE KICK BASE 4. ® �� ' _--_ PAVERS ON CONCRETE-TVPEC yL ® REMOVABLE BOLLARD-FORYS•SURFACES-LGHT w� B ® _ ♦ _ _ - - _ _ -ss UNILOCN-MOLUN0.5TONA•COLOR CHOSEN BY COLUMN BOLLARD SERIES 50].NON�ILLUYINATED, -E.MIN OWNER.RUNNING BOND PATTERN SEE DETAILS l REMOVABLE BASE.POWDERCOAT DARK GREY _B ♦ METALLIC TEXTURE L -0' 48'-0' 2B'-0' 28'-0' 28,0 -0' 18•-0' ANDYL]W ® TYP ® 4,-0• ® 4'd' ® ® ®' BIKE RACK.SEE CIVIL PLANS DRAWNG ND SHEET OF ' J2.4. L 100 OENLARGED PLAZA/PATIO LAYOUT PLAN F OVERALL SITE LAYOUT PLAN r �� I 0 5' 10' 20' O 0 10' 20' 40' TITLE Sc.l.I'.IDLE SAM I..205 A SITE LAYOUT PLAN - ' R T] T. F0 IS TT R n w m RX m R+ Pa R9 Je I IO I It I I. I In I I. I Is I I• I It I Ian I L]] I Hu 1 Hn I Na I XA I he I l • GENERAL PLANTING NOTES PLANT SCHEDULE SITE SHRUBS OTT BOTANICAL NAME COMMON NAME SIZE COTAMER A PLANT MATERIAL SHALL BE INSTALLED AND MAINTAINED BY A 'S - SOS ]Y Busks MmP.NII.ns'Svlh e •H u..o ' Sufhuticoes Common Bovwooe 1I1 COntIBB QUALIFIED AND EXPERIENCED LANDSCAPE CONTRACTORN BGV M Mhos•'Gr.',V.NM' Grsan V.hat B.awoos ZA'FM Coot/B&B B LOCATE AND VERIFY ALL PUBLIC AND PRIVATE UTILITIES • HOP S Hydrangea guestdM'Poo Wet Oak./XOranges Pe.Woo N-HI ContElB PRIOR TO STARTING LANDSCAPE WORK TMH 10 Tama a media'HiWM, Hicks Tow 16•M C.nTBBB M VBU S Viburnum a'Melons.: Burinoe VOurnuln 16•At Cant/BOB C STAKE AND PRIOR TO STARTING ALL DIMENSIONS.GRAOES.AND PLANT GRASSES OTT BOTANICAL NAME COMMON NAME SIZE CONTAINER— LAYOUT TO SLANDISC PEAR.REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY O GK 30 GMmepnMM s 'KAY Reed Gnu I MI Cum ',Anson, Mf PVC B .nson, rplum'CH.yenne Sky'F Chown.Sky SWECE Grass 1pi Cost < s0 D SEEDCLUDIN AREAS BEYOND LIMITS CONSTRUCTION OPERATIONS, PAH p PennlMum.I.P.FundM'M.mNt Hameln Dwarf Fountain Gnu 1MI COIN INCLUDING AREAS BEYOND LIMITS OF CONSTRUCTION GROUND COVERS OTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING E PLANTING BEDS SHALL RECEIVE SPADE EDGE UNLESS LMV )T Lino.muse.,'V.n.p.M' VenM.MO Lily Turf 1 p.1 Coln 11.a c. OTHERWISE NOTED COO PAC 42 PPIyceum.clostWHPdn Christmas Fern 1p.1 Cont 16-Pc m F CONTRACTOR SHALL PROVIDE PLANT MATERIAL IN QUANTITIES AND SPECIES SHOWN ON PLANS.SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS SUBMITTED IN WRITING AT LEAST 10 DAYS PRIOR TO BID DATE AND APPROVED VIA M ADDENDUM BY LANDSCAPE ARCHITECT. G AMEND OR INSTALL TOPSOIL MEETING ASTM D5366 STANDARDS.TOPSOIL SHALL BE FREE OF DELETERIOUS MATERIALS OR EXTRANEOUS MATERIALS LARGER THAN V VERIFY DEPTH AND QUALITY OF TOPSOIL PRIOR TO PLANT ' INSTALLATION.LAWN AREAS SHALL HAVE A MIN.OF.' G I - - TOPSOIL AND PLANTING BEDS A MIN.OF TZ-TOPSOIL SHALL fS _ BE STOCKPILED AND REUSED ON SITE WHERE QUANTITIES ■7 ARE INSUFFICIENT.TOPSOIL MAY BE IMPORTED FROM OFF SITE DO NOT OBTAIN FROM BOGS.MARSHES.WETLANDS.OR AGRICULTURAL LAND.APPLY INORGANIC AMENDMENTS, V C IE F F I'M L ORGANIC AMENDMENTS.AND FERTILIZERS AS NEEDED FOR Q _ — LONG TERM PLANT HEALTH. RTH IN q i a X CURRTENT'AMERICANSTAND RDSFFORNNURSERYLL SHALL MEET OR EXCEED SIZES SET OSTOCK. ^' g 8-. 1 g I PROVIDE]•SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS AND INS'DIA AROUND ALL TREES UNLESS OTHERWISE - NOTED J PROVIDE PRE-EMERGENT HERBICIDE ON PLANTING BEDS AT C RATES PER MANUFACTURER'S DIRECT K)N3 K W r W '- W W —, NA, r w K TREES SHALL NOT BE STAKED EXCEPT WITH APPROVAL FROM K ZK LANDSCAPE ARCHITECT FOR ACCOMMODAT ION OF ]-BGV ENVIRONMENTAL CONDITIONS �•� n • L INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH LOCAL B-GK • CODES AND ORDINANCES.CONTRACTOR SHALL OBTAIN ALL w REQUIRED PERMITS AS REQUIRED BY LOCAL JURISDICTIONS a) a • M PLANT MATERIAL AND WORKMANSHIP SHALL BE WARRANTED •� w' p •• FOR A PERIOD OF 1 YEAR FROM SUBSTANTIAL COMPLETION. W ]-BGV REPLACE ALL PLANTS MORE THAN IM DEAD AS SOON AS 0 WEATHER CONDITIONS ALLOW THROUGHOUT WARRANTEE MT) J ( PERIOD N. QUANTITIES SHOWN IN PLANT SCHEDULE ARE FOR O 40 — ]-BGV .ill, LANDSCAPE ARCHITECT'S PURPOSES AND FOR LOCAL u0+ .S REGULATORY REVIEW CONTRACTORIESAND IS RESPONSIBLE TO ,; ]-CAN : PROVIDE PLANTS IN QUANTITIES AND SPACING AS DEPICTED ON PLANTING PLANS,IF DISCREPANCIES EXIST QUANTITIES ]•BGV , SHOWN ON PLANS SHALL DICTATE • • .-BGV }/ • ` H • — B-CAN • Aa 4te �i d e.BGV , Y 300 \ ' - C %y J'pr,` I G ]-BGV , u — • 5-CAN • +j'yB .-BGV O 111.113 O • N5 BGV , Z 0 • • V ®1 • r�PAH '� A 1-PAH r1iAH Z a O •GK O W < ]•BGV • I�..�ss W Z Z ].HOP .7 ... �... V Q • I ].BGv •• ].BGV • C ]-HOP ]IB%HI ]-BSS\� \I ] PAIN .... ]B 6 • Cl. 0 0 Z E • 0 1-PAH 1-PAH — • (]• —1-PAX 1-PAH Z • _—_ • -O ]-BGV J .QNv LLI -- ].VBU d�p O LL • 21_PAC � T i� W Z L.L _ r -TMH O V U ].BSS hI ]SLMV01.110•0 � g 4 I D c 3-855 ',g 0 ].VBU ]1-PAC e v---- ].BSS� 5.TNT ]-BSS ]-BSS----1 C C L ]S.LW � 4 C 10 B 0 Pa aM O D ]-BSSA _ _ 1-PVC ' 0 E a .-LMV (� 1-PVC 1-PVC - 1-PVC 1-PVC 1-PVC 1-PVC -1-PVC 1-PVC 0 ]-LMV I 448 8 ___ aC P B ]ass 77� B — DRAWING NO. SHEET OF 0 PLANTING PLAN P � ' ' L200 1 0 10' 20' 40' qiiiV Sole I.•20, TITLE PLANTING PLAN A ,I IA 14 - I• IT TO IT I• IV • pm III Pa • Ps • P. m Pa I ' a ire EXISTING I I TERMINATION IN IT ROOM. ! -$.'! .i t N Q 1 o' RIGHT-OF-WAY , / ��'� r� I i.. °; _ -- CC � / 11,7 tIIff � L�J I:+' ` ! _ I•.. s.w Z Ii � N L1 - .y��• '� •_ ( . - r.-] plk4 pUMp ROOM 4 �buCyr q q q a q q �i -s •Si' it 4 ___ _ AWIJ, • 7::::,..-"...:.-.. , �go�� IE `�.* �t f. I. 1" i . 6�.. . 1•.... 11 Esik lIi .lu.a�ataaa-aup _ Z I ii ,.: 1 P. h. 1 P-; 11 A 1Hp kil• �' �OOfidO�..,P-.!d t71 Rs.,..,01EM iYNiNlaO ■1 mire owe ii. I>lt.ASllinal®..,.,Iill .4 CO .^OIIB isimai 1` WORM E C 1, E ! ii 'de j OO6% t; W 4Y0 RCP•a5ax • I_ _ ,i• 'ULL 290 LFT OF 12 STRAND FIBER �m!q� W i, 1 • �1'. EXISTING CONDUIT AND TERMINATE /i�'1�'-, II — —� IT ROOM. SPOOL 50 EXTRA LFT IN IT ROOM. W Ir1111 1 /, . . . - v . h riti: SPLICE 2-12 STRAND FIBERIribl it! ji j I IN COMMUNICATION CABINET 1 ; I 'I/.I krill(�; 1 - 1■ r w; (ONE IN AND ONE OUT). o} : PROPOSED I II : 1 1■1E 1 I .1■I; OFFICE BUILDING j ■ O` -�✓ a ■■► 55 LFT OF 2" t I I I > `'CONDUIT I i `� e ill �] ii = _ _ _ _ + _' I _ r II I I .� I. 1■.1 ` i IMFW ' l III) . 1 lit* / 1 I IL n ° I 1.� i1 1■I, IW W 0. ' is, �o weic 1 I is . ,. i ° j I / E - INN-OF-WAY .. �• ' CONNECT TO EXISTING 2" PVC STUB \ O, �. a "0,.. .-_ _ ��1f z_ --- A. -inEw.lupw_4- ��-f -- 4M,_AO _-— /'L1 - - AND PULL 70 LFT OF FIBER FROM "�-:w4iii{ % ��iii■Crili ii..ji�i���1:.I�iiiiMDmai� rli�i�1��`izirQi G��a ::ili3Et� °'I 6-I1��� Uzi EWrni -_7---- HANDHOLE THROUGH PROPOSED **AI 7 0 ii I� _ ___• HANDHOLE NORTH OF THIS LOCATION �� E E ;; E �� E E �� �_'°' ".w.MI�� 'ems- �i��, AND SPLICE IN COMMUNICATION CABINET W r ....,..., i !3 � I I E I I i , - - _ Il ito RCP 0 1.34X E MAIN STREET-4€1:1 4.80 cis m o U M —1+ \ II M M sly M M M M M M i'i. \ ��� i m . Q o ti iI ===--r\ i " I/ --- —- 41* E - - E E - E — E E E �k--I E L c c E�� " �tl't---'— f E E 1 J 1\ /' II LEGEND Proposed Bulk Series Handhole Type 1 I Fiber-12 Count in Conduit i 1st on Main Garage • Existing Handhole I I CoC Security Requirements . 1 I - - l - - ---- -- CAT 6 CABLE IN 1-1/4" CONDUIT �/ 1 I a MCI II '' -OF-WAY II LEGEND I I II I 3(‘2 // :- - KO, Q ,I dg • CAMERA — Axis Q6078—E PTZ ig_ • EMER. PHONE — Rath 2100-986DIPAI a (will require 120v AC Power) / .--' 116i6 Wi—Fi — PN:JL173A HPE ARUBA AP-375 '^ �� r , , I CAT6 Data Cable in Conduit I I ��j . N ,* It • Proposed Bulk Series Handhole Type 1 . •ocr —1 iii. 0 0jai • Existing Handhole I ° lei • Speakers — 2 Speakers Per Location o�T J I • `0 PROPOSED MULTI 12 Strand Fiber Data Cable in Conduit •, I FAMILY & GARAGE III a i BUILDING I• I 11 `� • p CAT 6 CABLE IN 1-1/4" CONDUIT I , , L \I ••i,, I IIt N � � II j 1 1 I 1II 1 I►c�\i ��A —J I I! �I 1 I jj I 11 IT r I�� I 1j EXISTING Q I RIGHT-OF-WAY CC I - ,g ,, , li , Z 1 j I 0 ll II I, AI A! , 1, 4, ,riallilks wierameniiiimilioi.cm imp" --• 1ti III ra • ifal Fir E —T E :,, 10•.�- e Y I0 j • - ' i° 1O�ii _�i'i a _ •1 42/ RCP 0 0.54X _ ci) u- — - ii `= UMR.0 _ I II WII 1 0 II / CAT 6 CABLE IN 1-1/4" COND IT 1/4 ?-1 II mi. - t I : I SPLICE 1-12 STRAV H13 NE' 11 I' ��, 111��,1 ���j J� III' IN COMMUNICATION CABINET 5" (ONE OUT). l I� , II I I II 1 ; II II 01U1n1i"i11 Ii■s 70 LFT OF 2 1 IIT , CONDUIT I !I lij.,1 I I I I it I 1�1 i-719 I! _ _ _ � •leooJi l �]I�,I W I ■ III 11 4/0p Nil 111 II ,,II • I II I 'I ,. ' 70 LFT OF 2" kil Ili .IU Ik, CONDUIT •1st on Main Plazajr..1// , �� 0�I , ECoO Security/AV Requirements �' \ ` ��_ ��,� �����~ / \�w ,,.eve E ` ZI -Ci " rliii..iQMEMijka w LAM �I;* • V - v�--W ®I(___;i_mm_�. - . I. ��__--% w I 0 CAT 6 CABLE IN 1-1/4" CONDUIT Io 0 t N 1 - .. I I i i i . , _ Ii III 141 111 1`1 y 370 LFT OF 12 STRANDhitil �`• o1 FIBER IN 320 LFT OF 1-1/4" CONDUIT � ` 'i ,. 4�� UIT 50 LFT OF 12 STRAND FIBER TO BE COILED 4,10! 70 LFT OF 2" I,►.4.- 1 MN'% IN HANDHOLE ON SOUTHEAST OF DEVELOP ,- ►d ♦ I� k*: CONDUIT ��! ;! , �/ ` E _ RlGH -WAY ■■■ S .'.o, 1sti L 4 g I r o P-COMCAS • 1 e r,T r. F,,��_ ,o' a i t o -e 1 � w� ii_�r/-.I i�i ��� �igaLkj���rgi=" ■I. tI . ��•�f.iE t, ��'� �i UiL��-DUKE Z--- ur adimi,tAri in_14._-1.g.,, . 2FLL 7"- =, �� . . . . . . . . . . . - _=tom= W CAT 6 CABLE IN 1-1/4" CONDUIT o I1 ilifti CAT 6 CA I,E IN 1-1/ " CONDUIT '� °12"0 RCP ® .34% - - --- E MAIN STREET — 0010=4.80 cf W O I O M ---I-' M M M M M 3131 M M M M M A , O //�� II tili" r.. ... �� E �— E E E E E E E N, I 1 -11--- E — E — E — E E E // // I // LEGEND • CAMERA — Axis Q6078—E PTZ • EMER. PHONE — Rath 2100-986DIPA1 (will require 120v AC Power) Wi—Fi — PN:JL173A HPE ARUBA AP-375 I CAT6 Data Cable in 2" CONDUIT • Proposed Bulk Series Handhole Type 1 • Existing Handhole • Speakers — 2 Speakers Per Location 1st on Main Plaza CoC Security/AV Requirements