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April 18 2013 Applicant Submission of UpdatesN d g3g?1 SSa All II% v.: t fiv UF ^P . Slb LocMIOn 908,00 E, 40°1490 N NAD IMI, UTM, 2olb 18N Vicinity Map: SCALE: 1 "- 2000 -0" Project Location Map: SCALE 1•=300' -0' Applicant: Queensbury Partners, LLC C/O D.A.Collins Companies 269 Ballard Road Wilton, NY 12831 urwxos 7 . RECEIVE Fowler Square OUSE VARiANCENO.�dO�i C❑ SIGN - APR 1 S 20 P Site Plan Approval Package TOWN OFQUEENSBURY IA } Blind Rock Road and Bay Road ZONING OFFICE Queensbury, New York February 15, 2013 Prepared By: the LA group Surveyor: .a ^sYz,:�XU xltk v6 wY Balzer + Tuck Architecture y Development Consultants, P.C. ,45. 40 Long Alley P518/5874100 P.O. Box 2140 Saratoga Springs, NY 12866 Saratoga$prings '518/587 -0180 New York 12866 wwW.thelogroup.com 5r , Dimensions and Bulk Requirements: SITE LANDSCAPE PLAN Required Proposed Lot width 250 Ft. 1275 Ft. Road Frontage 75 Ft. " Setbacks i iY, our ti) qp. 1 AAA, ° ri e ' m ) Is - Ren Percent Permeable 35% in Building Height 40 Ft. Max. 54 Ft. Parking Requirements: AAOHOCNRERT OR pool. MTH THE MaRes IK MIDI Parking Required Max. Required Shared Required' Small Office 1 Der 3005E 47 Spaces 28 Spaces .. °M4E{ a= tl i •• ^::^\` ' M ypa@y Wnl 213 Spaces 471 Spaces �... we : W! Is A p -aYn ' Based on Town of Queensbury parking regulations. ..,..e. "dam.• b` $ SHEET INDEX: v., A • fludq MMR, .... MT OF ENTRE RODT sproi MO an "MossRY bF- ...,P. Cf ALL Ti i»L Pn N: G; rM PNC q 0 - t0'nQ», t0 1 3/J .mq Iwn .M me d m.l a RA IA. t0 1 4A »rr mA sAMD A.n 1. rmb - ]9 FrA4 101 3/1 ae[ml».eE »plNl» MA P.°a °Y[^ iM Re ilia Ne45 sW - o+wl. (oeR) xW A ' M - M vMY l01 4/D m. may Mon rM An a Nu P.wgmn TM .M. sev - WwM (ORD) MW A Sinn w TM Alt x TM PARR TM RI P. 0- 10 Atl,», f01]/3 may I- III ma AmM 0- 0 III M. 1J/SI +. MAI Mee Md ft.d mM rmb Y'. y '�,a 1. 0 Rr Fdq 101 4/fi IM eddy km, us - W - 'M Y S/R Yly day loon. Megdf HAA No P. iM el»Xr.De°Wn - NR6 Sup - WN. (dB) H50 A Prepared By: the LA group Surveyor: Architect: Landscape Architecture Northeast Land Survey and Land Balzer + Tuck Architecture and Engineering, Pc 0 Development Consultants, P.C. 468 Broadway 40 Long Alley P518/5874100 P.O. Box 2140 Saratoga Springs, NY 12866 Saratoga$prings '518/587 -0180 New York 12866 wwW.thelogroup.com Malta, N.Y. 12020 Dimensions and Bulk Requirements: Je Revised April 10, 2U13 Site Statistics: L1.1 - I Parcel Size 34.050 Acres L1.4 Tax Map No 28919 -23 289.19 24, 289.1 &25 L2.1 - L2.3 Existing Zoning Office (0) L3.1 - L3.3 Proposed Uses Small Office 14,000 SF L4.1 - L4.3 Retail Business 42,180 SF L4.4 Multifamily Residential -142 units Dimensions and Bulk Requirements: SITE LANDSCAPE PLAN Required Proposed Lot width 250 Ft. 1275 Ft. Road Frontage 75 Ft. 2191,98 Ft, Setbacks UTILITY DETAILS Front 75 Ft. 50 Ft., 48 Ft. Side 25 Ft. 106 Ft., 178.5 Ft. Rear 25 FL NA Percent Permeable 35% 71% Building Height 40 Ft. Max. 54 Ft. Parking Requirements: AAOHOCNRERT OR pool. MTH THE MaRes IK MIDI Parking Required Max. Required Shared Required' Small Office 1 Der 3005E 47 Spaces 28 Spaces Retail Business 5 per 1000 SF 211 Spaces 169 Spaces Multifamily Residential 1.5 per unit 213 Spaces 213 Spaces 471 Spaces 310 Spaces Parking Provided 503 Spaces ,. GMIACT(A sIM1.. ML .1. THAT MAT DE ' Based on Town of Queensbury parking regulations. Dr.,. PRM M L .. APECTED DY Tlls SHEET INDEX: /1 I EXISTING CONDITIONS PLAN - SURVEYOR L1.1 - I SITE PREPARATION AND EROSION CONTROL PLAN L1.4 SITE PHASING PLAN L2.1 - L2.3 SITE LAYOUT AND MATERIALS PLAN L3.1 - L3.3 SITE GRADING AND DRAINAGE PLAN L4.1 - L4.3 SITE UTILITY PLAN L4.4 SANITARY SEWER PROFILE LEA - L5.3 SITE LANDSCAPE PLAN L6.1 - L6.3 SITE LIGHTING AND PHOTOMETRIC PLAN L -7 SITE DETAILS L -8 SITE DETAILS L -9 UTILITY DETAILS L -10 DRAINAGE DETAILS L -11 DRAINAGE DETAILS L -12 DRAINAGE DETAILS /1 I SITE PREPARATION & rar DEMOLITION NOTES: \\ v Au RINSE, °Ewers Aro ulscaluE' S nEUS ro sE @]IONS. PBE ROT TO RE s1CG %em FCp IATER "M " 0 10 edws. 1v M ]/] nn. unar Iwm wN me d VY dl Ti NN.ECT . 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PL C£ M£ A l 1 I k" / 1O Y e• LEID r sT M1E qi REGLWm M MLYdID Nw- 1 ARRID �T M`r&aINDIAN g eseLesses MIRCRAM YmI / 1 STABILIZED CONSTRUCTION ENTRANCE � 1 r � i n[c n4 pSnl #x[xR X.i.S � I ray may/ I / 1 J wHH v0.se ME /I _ -_ -- _ wp1FAPA. PERMMIEM t - DAM REAgXQ � CdISTxIOTM ARG• / 1 e ri ■' i h ° / w0 I i v CC �. a CONSTRUCTION FENCE DETAIL MIT., I ~i , - I I I �) . 3e• MM. Y XMNNOCO fEH3 , � V Pasrs °Mwl MM Ie• ..D , - / o" 1 1V UAxfro4 iA I I � x w fats racr ® rdwqulr DAsdaT AREA, 7P l 14 R MIRMI EDINC Tr ,� cM1MUTOIG GRAxNS AREA _ �ff - GR MPR°TE° m y [Y� PAOYDE AM OF 1,,200 W R"65 L ah F SILAADE I / 9 / w, fLON , )5'HUILULY(i SHEHACx � uAls MT1Er. I / ovmx Tawlm.ld. 1 -' 11dt pnrH awed aR rsrxDND Eai uEW FRO 'R ,. Di iDR r. ) � SASAPLES sEWRRY l0 fF11S PMTS w/ IXIO a. I PERSPECTIVE VIEW SECTION 1. E09XC 10 eE PASTENW SEPIrRLY TO rETm PMR ARM waE T6 a SIOAES AMM Ag eE NM 0 DTEIt cu GR AA mE M XMro11Ow. / I 2 'per 1MD SECTCNS C£ RlIX I]01 pDa]M EAM OVER 1EY STWL BE + I I Mu Dip. RY SAF MClw3 ARID rtlt£H. w- a -- -- SILT FENCE DETAIL J■ l o' 13RAPI SCAL U� _ � W n m M j S� ,D VEe.vlxniou " __ Ii IE Mel 0 the IA group Iandswpe Arch0CLlure Coup Englineerog , PC W L AAI Simi Springs Yssi Psi =Mli°° thelag 0]L1 0 wvm.iFel 9 P U AUT a RURHAICU or R,"'Inl I a i.R dA 0Rul i.rs T nM IYw Yaa RRH ER,tam lsw D1awn MCB CheChed CIA W U Cam_C J N d m E N W Nth rr Q_ = Q co 0 21.1 Li 9U `NZ ¢ C Q TO a m C' m o w � M O (]NS 3 a J Q N Z 0 0 0 Z O ¢° 0 In 1d a5 O Z a a CE z :3 C m Z Q U)'o Z w C 9 Ed O U N a Ed LL O v Fn Rosisions 4/101 Date: 2/152013 D18Ning I 3 8 �(4 E z i e 3�A is# 3Y3II 813 -rxC XCCO MAW ....... . "Al N i I r / iIEIIE 5 . xoru al I. FOR INLET BE Dust 9NALL BE HIN THE _ _ FOR ALL TION INS. BASIH9 WRXIH iXE 1 FBEEA FABMC 91M1 XA,£ FI E05 OF W-G'. WRLI➢ MAY WXXg CONSTRUCTION LIMITS. BE USm FW SNORT TFXY APRWS seS 2 Wi fABMC fRW A CGITMIWS PGL TO EUM XAIE AMIR. FABRIC F AS APE NEEDED VEY HALL BE OM M TO D HE%T S.T STATE A TERINS MLL NE S!M'DARD r X 4- CCCO LF EGUVILFNi METAL M1X A Y MYUY LE"WM Ef J fEEi III III III — I I ; a EPACES STARES E LY AR W INLET J FEET MOAT AND III III— OR A MMMUY IB xpFS DEEP. SPANS GREATER THAN J — y FEET MAY R SOUSED MM THE USE OF MR MM EPined ME META FOELC FLP SUFFWT S FWRC SMALL BE EYBEWED I FOOT YNIWY BROR GAGING AND BAq( -RAID. IT SHALL BE SEWRTIY FASTNED re THE V .. AND MAYS B. A 2 -W y MOUE SOUL BE dMFWW AROUND THE CRESr OF THE FOHBC FOR OMA 1. BTASDTY. FILTER FABRIC DROP INLET PROTECTION .-I ME NOTE FILTER FABRIC SKYE M MANTA NED G REMOVED ONLY AFTER ACCEPTANCE OF FNADWRT FILTER FABRIC SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY MILE IN PLACE AT REMOVAL OF FILTER FABRIC ALL LATCH BASINS SHALL BE CLEANED OF GE MS AND SEDIMENT 2 FILTER FABRIC INLET PROTECTION MDALE.MG WW NI n nisi esaM.mM m 11Jo-1 OEVELOPMEM SUMMARY I o-f RPBE6 6 Ssd TOPJR POROUS ABU 73% o-+5• rasOE xao uoT um J'Y° Mm mACE ai e•.IDr PYWAEw.�Y sMm. qer the LA group C -]f IWGI"Y r0. SAM .0. AT M a M Ir-50' Y 1atgL Landscape Saaded,splap, 0-1Y 1CPA; y_Sp RIF/1WgRl SYp, MOST AT LEPER aflll Engineering PC uadrit g, PC P51855]81W IP-W IDW AT A' W, Y -.aA IEgW/iYIE Wa. YtlSr AT LCIIIL . "N'S . -Me OLA S Ad -AM Be 1P I AO-J 1730 GralnAa Fire, for m LADS M u2 a,-W per . ]l -Md iME sSAN. 1R/FE ai WqY TC 'rn98 New Yak 12BE6 II M a, MAR SILT .w MY Rr S} -AREA' fY( S,Wp• 1XAQ ai (LMACf) INI YOrNXp NO 1 VMo LEgIW a RK SYO. Yg4i AT lw- CEpM YOTIIlN1 AT Y• P 51 B/58]AI W i - pW Be F sAla. LAY ° \ \ \ 1 / \ 1 1 \\ 1 I I 1 11 I I 1 1 1 1 I I OR OR AN AN r OR OR OR OR AN 0 OR OR OR OR al OR 1 MA IN i LEGEND — SF aB rtxR e OEVELOPMEM SUMMARY MALI iENR MN M1Tal POROUS ABU 73% o-+5• rasOE o-f .. rcR NER -pas IA-W ME SXNDY LDMI C -]f IWGI"Y r0. SAM .0. AT PUBLIC UTIUTES 2W-Ba• FM stall 1RA6 OUT Went MOrN10 AT W Saaded,splap, M-Rar MO: SYNA MA2 aT (O:YPACrf He YOTRAID rP 1 TJD-6 #1 P51855]81W o-c soar TIPBUL F 5106SA0180 R N Y -.aA IEgW/iYIE Wa. YtlSr AT LCIIIL T OA o-e• T. YOTIIND AT W for m LADS M u2 iBE WADY LOW GRAPHIC SCALE CATIpuderdone:avilaDle CAN'. pwMer not knam II M a, MAR SILT .w MY Rr 'al WY I D-ax SANDY Trp ` 1 I'Ircr = AO Ton, .W MY i - pW Be F sAla. LAY Proposal Use sett. wnMMieneealmgmReeam,,kad ad-IB C eadwl, Be A Nell, lte m, dkcaNl, small office, Design CMI a YO NG I TJDT 0-IY SWaY TCP5C4 and IT— , - amen oMce BY p Rn mE sW0. YgS1UlE o-Yl 1ME y's Tl -IJr YFWY SVN. CRY Ff 9-Y' ME =y LOW 3YW FML SHAD. MAR RL TST RM ]J0.1 RI 7]0-] MNPMEB Sty Mail so-aa• FALL ax SVa. Yg9T Al0 N wMRGMMrK Lf9g1 PMT4RSMP M }ILr 3rtl Mad,- 35 apenmen[ unNs . cgp JCL 2Wa . OMNO AL aY BIND. N4 2e Tell A aL'AM,IN O. M N Proposed! Use MIRE -kmXy reNdantlele drmenta (B unit) o-4- TaPSL; Proposed Use MulliM1m4Y oduremoll BTaNnene a Unie) FYIE SWUM LPW Be, 2 Mary/1,WO If. MorpdM SO-B iK SHAD SPIN No. ? 2nmy17,500eatroaprlm I .- SP-1 N' CIAY. SONY PropmN Uss: MuNklamBy, rnlden8al aosrlmeme lB Unie) J LCp NMG KT FINE Baa. MAR RT THAI No S 2e1 ea.1. lootglnl exis m Be O M E U a 0.W Tomel 2 aronn,soo :5r rootpdm ¢ a c ¢° N +o-JY CLAY LROM M Proposed Use Mu11"'T", rctieerNel s{emnene (B Unl6) Ja-I W ttM_ ALT n SVa. MAR RT No. 10 2amryin,I., rompnm U, YGBr ATM No YOTNHa C Q M Prdpdeetl Use Mull - family resitlerNel apadmenN IN Undb) MA o-5• TOPS I a C3 D N 3 Prapmea Use: Muk -Meshy deeiaemad apadmene IS units) a-tf THE SHADY LOPS DEWLOPMENTBUMMARY Io-3P Retail Bmiine 42,180151. Saw RAND. }a-N• Rm , qAv Mull -Name readerNel 142 apt urns FM CCNACf SAM . Maximum during height 2AOry MN Heeketl lOIN =3T -T'Sft We xD MoMxD NO l rtory Zir Feakea Motu OS' -5 W M N Redmond apace. per clues 471 o-2• ra M Small Office n 5-24- FN"E SYMY LOW Undulatory residential 213 also. Reared Hpswa 310 Ygai AT 131Y. Ia YOINNC .AEI .NO ro Reml au"Ne ,W n aD MuXi- family re &tlMBOI 213 ¢ ra a Qz U J RPS 1BW a-+r ipl a Sala' FY"A SV9. MAR Rr AW C Q LEGEND laW DAME sYa WO srGE RWACr AND AET /'/,¢ 1pT11NG AT ar M Y+ �\ a Q E. RURAL RESIDENTIAL 3 ACRES (RR -3A) o-lr rasa I2 -EY TYC. LDW OBTMMGIB ASNKT PAN"C cgNE: OFFICE ((7 oTnINO Al w Radial S m } Q 1 O Pgaua PAMYMr a U) Z 7 \ M 0M1U• C do }5 \ ra5(l la-ar RE SANDY LAY MMeN, PATIFIM FOR \ 42 -120- C-AY ONE WATFA AT W 1 WM LaATlax Revisions MMFS4D Sly MWW M RACE D • BW.Vb LIGHT al �r ° \ \ \ 1 / \ 1 1 \\ 1 I I 1 11 I I 1 1 1 1 I I OR OR AN AN r OR OR OR OR AN 0 OR OR OR OR al OR 1 MA IN i LEGEND — SF aB rtxR e OEVELOPMEM SUMMARY MALI iENR — x— x —x —x— MM DYBgYMTMLr "ST 1E ANSCA Sq"s POSrm e POROUS ABU 73% Y 1. MY IOU IS. M ® rcR NER -pas ® Dlsnra MRBAMN ro M REIONID PUBLIC UTIUTES idPDMY SNNF TP Saaded,splap, ® — SONS —1 BY TNAIW ""A" #1 P51855]81W P F 5106SA0180 73* 1EBrm30 BY FHWNWIFNTK DE9D PWTNLBSIW T OA TBBT flb W w w LA wnnecDOn 10 Bay Road E.erelan denitlry ntoB yRoaol de—lA for m LADS M u2 NfOUDM1 New York TNepnone GRAPHIC SCALE CATIpuderdone:avilaDle CAN'. pwMer not knam a�oami d seeded Rwd1M NewYOM51Poe MUwlcn Carr PROPOSED DEVELOPMENT I'Ircr = AO Ton, LAYOUT NOTES I. YL LINES AND MMENSpNO AM PARMLEL OR PERPENDICULAR TO THE LIMB FRED MKH THEY ME MEASURED UNLESS O... Na fiend. 2 ALL LINE AND MADE PER DMLMNGS SHAD- BE LAID OUT Sly A NM YORK STATE RWSTMED Ch; ENMEM OR SURVEYOR EN D BY TM CONTRACTION. ML STAKED IAYW9 OF PAVME.S AND BITE IMP"EMEMS SHALL BE AMAOeED BY THE OWNERS REPREYMATRE MDR TO IWT&LU , S. BTgiWE AIEAS FOR CgIT OR4 EWIPMENT Me WTFADM.S yel BE M MID WHIN U a OF WORK AS SI M TIE .8 AND W KPROVED BY ME OWNERY REM WATN l ME WNTR WALL VERIFY ALL Mail CGIDIMN4 IN TIE NEW TOM TO CONSTRUCTION MID REPORT ANY DISCREPANCIES IN ME an HARVEY TO THE OWNERS REMEMNTATIVE PPW TO TYITMO M. 0. AT ML WCATHOW BWEM EM411I C.'M BRUIIINGUB CONCRETE WAOWAY M CMCREFE SIDEWALK ABUT May COMTRUCTON. ME EDGE OF THE Wr Tme A10.GIL WWTM[WS, � aBAW ..My MY AS CETMLED. TAM COAT EXPOMD EDGF9 OF EABTIW BRUMIMRq WNGRETE MOR TO PLACEMW OF MM BITUMINOUS CONMEIE PAVEMENT. e. BRLN PAVEMENT MALL NOT BE LM WHEN M AS NMPEMTME M LEAS BRAN AO F. AND Yfl TENPEMTME MI LEW TMAN W F. T. ALL USUBT 9TNOANS SHU L M CREATED AT A MNMNM OF TWO MET SIX MGE9 BEAM FROM BMA OF EOM MIN We OWIIERS MPRMMTAT PRpR TO MSTALLA'm Si DIMEN910NS M PARKMD LOTS AND ROADWAYS ME FIRM FM[ M BOTTOM a CI"RB M F M BOTTOM M q . & ALL MM. SNUU- BE STMID-WT MDR TO CGaBR"ICTM. THE OWNERS RATE ATM GALL BE NAIPIW D ANY pISMMMIGE4. 10. MEW A0. MENB9 SHO L BE MMOVP➢ BY THE OWNERS MMEaNTATNE AND APFWOPRATE MINIGP4 MRCIMS MOR TO CMSTRUCTON. E ALL GISTMG "DRUM WM IN TIED RELATIVE FWTKKI. TIE CONTRACTOR IS MSPo1181ML AM VM MM THE VER . AIO NMRa"TAL FM N M EVI'M UVWMS MNM TO CGaTRUCTpX. LEGEND ® CWME1E WW' e OMILYILVS ATIVLT Ayw e O FMWS PAgpIT e /� Wxgpre WM e Y MYFID PATWI NUM ONE 1 SM WC.CTOIL a lINa .1 Bp UMT FOIE — • —• --•_ WARD. GRAPHIC SCALE 1 wch = 40 EM Nexlellaysiounind Iew 1 Drawn NICE; Checked CMI N J N N d LOU O D D d C WN o U m Z c Q O a m O w O m _ a C D N �i z ga J cc m z O 0 Y z ¢ N a OQ m W Q ¢ z O Jon} a Z ¢ O T W C fl C U N a 0 co LL v O F F- Rev s ons PER TO 4 0 013 MN COMMENTS P,,F& 201277 Data 2/152013 Drawing L1.3 0 the LA group LarddErn,inean PC and Erglneenng, PC Hou," lay FarSprkga rum Ymk128GB P 516MI6100 NawYakBTteEei,wienA I Drawn MCB Creaked CMI 0 J ECD I y E N O DO mm 2 0 C � N o a U ro Z CO LL C Q M a D I] m o BE BE O W d- C3 U N � 771 O ¢ z 5 o a a C Q BE W Ir old N < lV MO z CT "Ix Z Q U ~ o Z 7 L o a� d '3 U D w LL �O =n Rcr isdons 4 3 Data 2/152013 Drawing L -2.1 i 1 PHASING \ PIwE I \ -MAPRF Ball POD AND WRRWxDING LAWN ARE0.A urUNDS ,± m ® ® m As AN •• I MILME BUIWINO PM AND UM MORE OPPROXIMATELY 2.2 ACRES). / \ PHASE IS ��/- h. CDNS = PARKIW LOT, DRIVES, AND UPLIMS. PHASE 2A � ' J "tT \ •• STABILUE ALL *eEM TO BE PAVED Vv the LA group PNABE p DISTURBANCE = 4.9 AC •• CONSTRUCT RICHMWATER POROUS _ a LanDd En Engineered PC �// -- V and En9Wq Dg PC aU Long Aley MAPWCO OR iY. dl '• \ sara,ODesomlae •• CONSTRUCT WID STABILIZE - pxpSE PB pp1 ®® New YOM,2BFb -• CONSTRUCT AND STABIMZE \ - r E y � A 1 P S,BSBS PHASE ! 1 / F 51B5.W SO Ofi YD 9TBIMZE wLeBwDmm R PHASING NOTES " "L"'L1PN°' �� >K rT \ 1 , UIYUU,i Uldround Ma 0 L THE PNARINO WA$ PR6ARED TO XM GAGGED! NRES OF I vLLVI el Sec nITEC Ire PHASE Raul OVMHS CIXIBTINE W AT ANY ONE TIME FAG" I YwN SMIC Eeu[a4unlm PHASE . OR PHASE. SE BMYl BE WMPIETEO PMgi TO STARTI"6 THE NIXT PHASE / ' • I 2 AN AMR sNAU BE CONSIDERED STABLE IF ONE OF THE FOLLOwIxG GRAPHIC SCALE - N V _ 1 r — * I CinelAGwPpn,a MOB BASE CEDr f r9 P.I. P DW VANE GPAVELS NAVE BEEN IHSTAIl£D IH TAGS TD BE 22. A MINIMUM OF BS PMMW VEGETATED GIi H HAS BEEN x ZS m _ w p251gn CM ESTWIISNED. 1 inch = 50 fM I \ I / E 1 ;. DIBWn MCB 1 TXE SMWLMT MUCTICOL AREA SANDAL BE DISTUROED DURING /' + / 1 / ` ,\ I / �( j L0 STVA TIOX. BN IN W CASE SHALL EXCEED 6 ACRES AT ANY PHASE 213 ONE THE BEFORE DISTURBED ANSEM APE STABl1I2ED. { a�SIL - ' d DISTURBANCE = 3.6 AC = �, Chealle CMI m v � LEGEND ■ � � ■ FwL¢ Buw,wr sla� � � <: �• �� ,,, � I Al ® el 9JB -PNA4 BgAMIAY _ � I a - I /.,. / Up r' J Y. y E ' I K / m O oG 1NW � a a�DO / a / IL O 'a a ♦ .__ % . +� � C) Z ey ' \ \ RON yl U, o 0 m _ Is / LM"aaxw _ cHMCx OF THE r. NAnoxs. lose. / .■ / /�. T'r brai, 'All 1 I� _ ,r �a •� �] p % r / PHASE 3 / a r DISTURBANCE = 3.3 AC 1 11,1a 0 / Pu Pit -- - - -- AN As - 1 PHA a- o z f / DISTURBANCE = 3.3 AC co ¢ g As AN No A AS AR AN CMJ "I � � I � � � VJ m Z z Ir PHASE 1C - -- - -- �'' i. _ �- - - -_ U 0 a DISTURBANCE = 1.3 AC 1� ` MIMpl_SOi4 �' aK 1/ ® — _ ' _ Q O w g - aooD a FWrvpxr �rl ® V "BUNnxDRXna de R Gi2aBT �i ^n aapD s -I j LL ED, O a U) ____ s °-- - -- 1 1 - _1— - PHASE 1A R lrWB \ _- - DISTURBANCE = 29 AC 4/10/2013 PER TOM QQMIEyr M As AN ® AN OR M 1 / ect 20121] Date c � M D M m 1» AN A ®.Y ®oa a® MVO M, BE AN BY Drawing = = = = aw w =0 = = == = == L1 .4 j BAY ROAD - COUNTY HIGHWAY NO. 7 8 i c =k k viz E I , t f N �l -It 7�1- It Ji._... _... rtt,; gkot)gk RyxjXP \`�`` _-`\ OEVELOPMEM SUMMARY 13 IMPERNOUSAR 92 w POROUS ABU 73% the LA group tandGGapa/VChleacture TREE CLEARING: 2.Ox ec antl Englneenng, PC PUBLIC UTIUTES AD long Nlry Elechic: availad rM1dmadykBoral Gnd Saaded,splap, IUWNOIGn: WaLuelbuseh NB4onalod rum YOM12gE V✓ ales Torvnof0ueenseary'Aeler OePortmenl, mnnectioodavalledeal P51855]81W Bay Road and Blind Block Road. F 5106SA0180 exestbul"Te4oder Wry CepNnem OI KNYaweler, wnnecDOn 10 Bay Road E.erelan denitlry ntoB yRoaol de—lA uLAnomed or NfOUDM1 New York TNepnone raterelent rdlmm�ANletluMVnea CATIpuderdone:avilaDle CAN'. pwMer not knam a�oami d seeded Rwd1M NewYOM51Poe MUwlcn Carr PROPOSED DEVELOPMENT BIB, NO,I 2AOryl20,OBBt &LkMpme CONLAGroul Proposal Use sett. wnMMieneealmgmReeam,,kad Nell, lte m, dkcaNl, small office, Design CMI small resell Maps and personA service. D. MCB and IT— , - amen oMce BAND, No. 2- 3somysu8,000x¢1. footelm cnedeetl CMI -pened Me", Sur Mice andmoell Proposed U. let Flom m MICRi leankxlN lwolane Ove -mans M1, all Mail 2m! pole, 35aPorlment unts 3rtl Mad,- 35 apenmen[ unNs . all NO. 3- 2Mrory17,500,1fiespnol PrepmM Use MuM,Nrdlly reNdenUel eparlmendl V under BIND. N4 2e Tell A aL'AM,IN O. Proposed! Use MIRE -kmXy reNdantlele drmenta (B unit) V., No . 2 Nori WE A It.. bamunt Proposed Use MulliM1m4Y oduremoll BTaNnene a Unie) Be, 2 Mary/1,WO If. MorpdM Proposed Use hire Sol rNder9el epeNOenle IS All SPIN No. ? 2nmy17,500eatroaprlm PropmN Uss: MuNklamBy, rnlden8al aosrlmeme lB Unie) J LCp THAI No S 2e1 ea.1. lootglnl N_ E Be O Proposed Vaer MWI- Iamlly readentlal arvnmenb lB UnhaJJ E U a 2 aronn,soo :5r rootpdm ¢ a c ¢° N M Proposed Use Mu11"'T", rctieerNel s{emnene (B Unl6) Q U } No. 10 2amryin,I., rompnm U, Be, ae C Q M Prdpdeetl Use Mull - family resitlerNel apadmenN IN Undb) C D m O BIaa. NO _n 2,ol SOD :Me laaprim a C3 D N 3 Prapmea Use: Muk -Meshy deeiaemad apadmene IS units) DEWLOPMENTBUMMARY sman onion 14 ODD x an Retail Bmiine 42,180151. Mull -Name readerNel 142 apt urns .land dedurlleme orwree Maximum during height 2AOry MN Heeketl lOIN =3T -T'Sft l rtory Zir Feakea Motu OS' -5 W Pmkng: Redmond apace. per clues 471 Small Office n Retail Business 211 Undulatory residential 213 also. Reared Hpswa 310 Small Mice 28 ro Reml au"Ne ,W O MuXi- family re &tlMBOI 213 ¢ ToA aereade Per Plan 503 Qz U J o a a C Q LEGEND 02 W ® IYMGE2 wuN e �\ a Q W L N OBTMMGIB ASNKT PAN"C O co S m } Q 1 O Pgaua PAMYMr a U) Z 7 o Z W WE,E dual e C do }5 MMeN, PATIFIM FOR o C ONE LL 1 WM LaATlax Revisions • BW.Vb LIGHT Bi0 Ual FORE - --._ SUMO SUL L 201273 GRAPHIC SCALE p C w DMA 2/1612013 DUIM Braising l oar - 4u ` L -2.2 Aor I P EE� ygaqp g9 ASS 8'@ ■ ■ ■ r \� L ■ ■ ■ ■ ■ ■ FO ■ i ■ eOTn ■ , HD ■ ■ ■ ■ ■ FIA ■ ■ ■ ■ ■ NM ; ■ ■ NM ■ ■ ■ ■ fA ■ Y a } 3$4 �ie #e O�r l / Y� / / Af ,� gRGCidR I PoM WILT n / � AC eIY OA N NNRT the LA group (w- 3}{ro -A) UA IH'hR "f Landscape Architwore Q -(MFR) ]pk tY aB and EWimmnng, PC m.M ,BON M,. 11 Q 9 LL w Lmg Nky YI MAJOR CGNTWR NNE ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE nom spMga m / DRAINAGE SCHEDULE EATON BAANS/MARIUL IT HOE OJL.T MM FlMW ENS SECTOI W. WT-3m.0 SOMERT FLXWAY TOP OF FORMAY -3]BU PCON m FCPMAY -a12C S E NOR 1V MIRE EIF/ -s]3.Y um,ram FORD (ORP -5) Of PpIO-J]SIr TON OF PDCNA74.V t�`�RRRPoRLA.iF `\`�� RE PoM WILT n NIR % 13 AC eIY OA N NNRT the LA group (w- 3}{ro -A) UA IH'hR av Landscape Architwore Q -(MFR) ]pk tY aB and EWimmnng, PC m.M ,BON tY 11 Q 9 LL w Lmg Nky 1 v� MAJOR CGNTWR NNE ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE nom spMga m ,r amx ,.0 Nfl York 12CE LICENSED EAHD WRVEYUR. NSED L ONE Ir 6 10 2013 P 51am'SIW �1B }(CFm) SI3 M 1.0 F Si Maa]LI aO • 4T0 BAHR ,r 1.0 wwry FNv.t p.00m }{o-» SOME dal OP a. �1�� AL -17 V Ulq- 0 X H) GRAI'MC SCALE ,Y ,.D Bland to Foo C, / _ 75a Bk IT tnA iamn a Cam "A NYw @�ay}{M - 1BOL tY 7A New Yolk$Yate EDLUIgn LAn ,B) FM RE IT n] T the w GAWP 2 A3 Design Cal 402 1a' a8 IOFE Drawn MC9 eRi tY a0 Checked CMI EII:Y..aY9' = 1ry11 ..... wu O EI}(Q -'II) e. AL MU SLOPES 3,1 M (BROWN BHAL RELErvE BIO-CEOUDE U FABRIC OR e• t.D Mi1��BArti , ^.. �y OgNM ®m�� N U � SHO OR AWROVEO MALL PER EROSION CONTROL UNLESS MINIMUM SHORN OR � m J � 1.0 IINC DIRECTED BY THE ONx REPRESEHTAO'll OM N Q IA y' 37 s) B04 N O I.2 RAC sn- (CB -73) + ' m 3]0. _ _ _ C) m m Iz- m.R to M. IT BE I M/10... NY - C, D C CE N 13 m. 1 SP.m ISO to 1Y 3]] wk OW I I I i / W c Q A d� MANTEllµS Hom IT MINE C.L. MTI �� DO YORM YI I 'I MV. Wi -SH.V 104 In 00 0 ■ ■ OAOINA CONSITON AT NO EXIST m ME ONNER. O. EXCAVATOR WORRIED NHTHIN 3 FEET W E NTING VTLIT' LINES SMML BE ACESS r M_ W ] 0 ' i]>•O ly2 ■ ■ DONE BY HANOI 0G NOT EXCAVATE SOIL NOM NM.NINER'/. THE CORWCTOR d O U So 7.6 I ( YI � �. I � 3D IY RAC HEIST NM ' ■ m BpTTEy O `mma52v (M- IHo-30) R. CA16fM �> r TJ.O 114® NN YI''9M : ■ C ONNEfl. WM carsam tr OC .. L -- ; L N ELOPE CO.LL'lOM 19 M BE PFAfOR1ED R TINNED EINNNEMEr 1RMK .RNBCIOC /I F30 / 3 LEGEND CE n - ® Doane wMR °® a Q e I 'mr 3Mibj ■ m CC O NTANNO9 ApNAi PAMID a A•) w Q O PoaVe vAN7IAT a r.f 0 tglpFl[ 0.W e 20 Z CT m Z Q F 1R/iiO PATON RDN 0 r L a� T � g I LOUT NNI AI O U M W 0 LL • adINO BAIT - NEW LENT GUE Re,miens 2%1 0 PER TOM COMMENTS GRAPHIC SCALE ProlecC 2012]] Dete'. 2/15/2013 1 irsH = ao rm Drawing L -2.3 / DRAINAGE SCHEDULE EATON BAANS/MARIUL IT HOE OJL.T MM FlMW ENS SECTOI W. WT-3m.0 SOMERT FLXWAY TOP OF FORMAY -3]BU PCON m FCPMAY -a12C S E NOR 1V MIRE EIF/ -s]3.Y um,ram FORD (ORP -5) Of PpIO-J]SIr TON OF PDCNA74.V t�`�RRRPoRLA.iF `\`�� RE PoM WILT n NIR % WTLT AC eIY OA N NNRT OA (w- 3}{ro -A) UA IH'hR av 3]0. Q -(MFR) ]pk tY aB 1Y m.M ,BON tY 11 Q 9 LL XDF[ 1 v� MAJOR CGNTWR NNE ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE MIRE m ,r amx ,.0 HOPE LICENSED EAHD WRVEYUR. NSED L ONE Ir 6 10 2013 / \ pO �1B }(CFm) SI3 M 1.0 MiE • 4T0 BAHR ,r 1.0 XOK }{o-» SOME dal OP a. �1�� AL -17 \` H) GRAI'MC SCALE ,Y ,.D 1�11 / _ 75a Bk IT tnA HOE @�ay}{M - 1BOL tY 7A HOE ,B) FM RE IT n] xBPE Ho-N) 402 1a' a8 IOFE ,e }(FM) eRi tY a0 an EII:Y..aY9' = 1ry11 ..... wu O EI}(Q -'II) e. AL MU SLOPES 3,1 M (BROWN BHAL RELErvE BIO-CEOUDE U FABRIC OR e• t.D Mi1��BArti , ^.. �y OgNM ®m�� ■ SHO OR AWROVEO MALL PER EROSION CONTROL UNLESS MINIMUM SHORN OR � m 1.0 IINC DIRECTED BY THE ONx REPRESEHTAO'll OM tY IA y' 37 s) B04 T. ME B.tlHTMCfM SMALL BLEND ILL HER EARINNDRK IMO EASMO SOME9 AT I.2 RAC sn- (CB -73) + ' m 3]0. _ _ _ _ Iz- m.R to M. IT BE I M/10... NY - , 13 m. 1 SP.m ISO to 1Y 3]] NPE RLN If]IO1H (REn OAIEIW (IN]RS) 91LPE da FIFE IMIFRW (YD-a s eIY + av xma (w- 3}{ro -A) ax u• av x ma Q -(MFR) ]pk tY aB IlH£ 3 Ym2 ,BON tY 11 Q 9 LL XDF[ 1 v� MAJOR CGNTWR NNE ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE MIRE (OF,n -fO1 -1 B) 3M tr ,.0 HOPE LICENSED EAHD WRVEYUR. NSED L ONE Ir 6 10 2013 / \ pO �1B }(CFm) SI3 tY 1.0 MiE • 4T0 BAHR ,r 1.0 XOK }{o-» SOME dal OP a. �1�� AL 10X2 \ \k / \` H) GRAI'MC SCALE ,Y ,.D IEEE / _ 75a Bk IT tnA HOE @�ay}{M - 1BOL tY 7A HOE ,B) FM RE IT n] xBPE Ho-N) 402 1a' a8 IOFE ,e }(FM) eRi tY a0 1aFE the LA group Ladscape Arch'Ile tub d Englneenng. PC 9 Long NNy A.0 Sort Nn+YOIkldl PSIa36]1 Ot "lota7= 1MI"On"_ V eIM otl__Im vBa 1 Nesaou. ica FoFms Ion Ta.,. ry v Ms EDU[AbnlAw �tho IAGIOUpnnn DOOM CMI Drawn MOB Checked CMI N J C J n) E2 E E ro y m m a c 0 m O o 0 do U wZ C a M � � ❑m o W ] 0 _ a OuN3 N 0 Z 0 S 0 0- W a OD Z OC ❑ co O ❑ 7 ¢ Q f m Z Z S b i OR Bpi Lid GRADING NOTES MATCH LINE ®�� 0 T ❑ PRE 1�7�Q61�C�L1mCdiu16, I. SURVEY INMMATbN PRIA00 BY NORTHEAST LARM SURVEY ARM LNID 1 MMl.... .....•��•�•��m�•��m��m��m��b�� YAIWA LEGEND • ..... C L 0 z OEVELCBMExr COAIILTANTE. PG BASED ON A SINT EY COMPLFIED FEBRUARY ], }(�n VISE IY 0) O w HOE -}34- MINOR CCXTWR tY 11 Q 9 LL _ 1 v� MAJOR CGNTWR NNE ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE MIRE ST � 3TAN SERER ME ( �`I / REVIRCS ■ LICENSED EAHD WRVEYUR. NSED L ONE Ir 6 10 2013 / \ pO ® EROSION CaxTROL SAI1IlET e i. THE SHEEN YEPoFT ALL VNESTIMINS IN ME HELD REPoRR PER TORN COMMENTS 16C • 4T0 BAHR 1Y ■ EPUSIErINR AND AMY O T S DL%REBAXBIE9 BEIWEEX THE %MIS AND AO]WL COIOITILYL9 TO THE GABBERS }{o-» SOME dal OP a. �1�� AL 10X2 \ \k / \` ■ GRAI'MC SCALE t Ponied'. 20197 IbK / _ SEE ■ aL Orda: 2/i5I2013 HOPE w PSN TOP T A'YIPJS0.V Drawng ■ ERE ILO REfMIT ANY O9CRFPAIPE910 TIE GONERS l inch = g07c1 L3.2 Lt ♦.� S b i OR Bpi Lid GRADING NOTES MATCH LINE ®�� 1EK PRE 1�7�Q61�C�L1mCdiu16, I. SURVEY INMMATbN PRIA00 BY NORTHEAST LARM SURVEY ARM LNID 1 MMl.... .....•��•�•��m�•��m��m��m��b�� YAIWA OF • ..... MI' IN OEVELCBMExr COAIILTANTE. PG BASED ON A SINT EY COMPLFIED FEBRUARY ], }(�n W! IY �� HOE ■ x tY 1A _ 1 v� pY ■ 2 ALL SET IN ME FIELD 9X41 BE COIRETEO BY A HEY/ YORK STATE MIRE (o-s) wL ( �`I / - ■ LICENSED EAHD WRVEYUR. NSED L ONE Ir 37 / \ pO \ ■ i. THE SHEEN YEPoFT ALL VNESTIMINS IN ME HELD REPoRR 1.0 16C Ho-3l A_ \� i ^` 1Y ■ EPUSIErINR AND AMY O T S DL%REBAXBIE9 BEIWEEX THE %MIS AND AO]WL COIOITILYL9 TO THE GABBERS }{o-» WON �1�� AL 10X2 \ \k / \` ■ PFPRESEHrAi1VL t M PIRA IbK / _ SEE ■ aL A THE CORTWC]M SXAL VERIFY PNOPo9ED Mbfl TO GON9IRUCTION HOPE w PSN TOP T A'YIPJS0.V ■ ERE ILO REfMIT ANY O9CRFPAIPE910 TIE GONERS Lt ♦.� Ho-N) ■ 1 ME CONIIMLIDR SHILL PROVIDE SENT AND EROSION CO1(RM AN APPRO ED BY as a. NDIR S YLE ' �\ / 16 le ■ ■ E ONNER9 RENY9FNTAMOL XO -(9M -» EII:Y..aY9' = 1ry11 ..... wu O EI}(Q -'II) e. AL MU SLOPES 3,1 M (BROWN BHAL RELErvE BIO-CEOUDE U FABRIC OR e• t.D Mi1��BArti , ^.. �y OgNM ®m�� ■ SHO OR AWROVEO MALL PER EROSION CONTROL UNLESS MINIMUM SHORN OR � . '� Rr 1.0 IINC DIRECTED BY THE ONx REPRESEHTAO'll OM tY IA lAC m}(.2n B04 T. ME B.tlHTMCfM SMALL BLEND ILL HER EARINNDRK IMO EASMO SOME9 AT I.2 RAC sn- (CB -73) + ' tr ■ TIE LIMA W ORADpO, flI0N0E SLMOM RWMOEM TRNISITICNB AT AL TOP -20 -(gym) 1. \ mf Ham o-SN}{NP -n ARM BORON O SLMER IT BE I M/10... NY - , a Room EVENLY BETREEN •'OT GRAINER. A. AREAS SMALL Nryx M ORAN AT A MIMMUM SLOPE O' ONE -EOHM 1. Not PER FOOT. ANY CASCRWAIOM HNC 10.N }(HFB) " ISO to ■ ANOBBITNe THIS SHALL BE REPORTED TO WE ORNENS REPRESENTATIVE PRIOR TO SONTMME RCRR. wk tY I I I i / W 0. ANY DISMISSED AREAS WTaIOE THE UMR OF ROW SMALL BE RESTORED TO OB MANTEllµS Hom IT MINE C.L. MTI �� DO YORM YI I 'I MV. Wi -SH.V 104 / / ■ ■ OAOINA CONSITON AT NO EXIST m ME ONNER. O. EXCAVATOR WORRIED NHTHIN 3 FEET W E NTING VTLIT' LINES SMML BE ACESS r IT ' i]>•O ly2 ■ ■ DONE BY HANOI 0G NOT EXCAVATE SOIL NOM NM.NINER'/. THE CORWCTOR ROOT pUp (yp_» RR 6 PC1p -maV 7.6 I ( YI � �. I � 3D IY RAC HEIST NM ' ■ SMALL REP. ANY .. M IXMTN O UTRRY LINES OR YIMORNE9 MC000 WRING COMSRACTICH OPEMTONS AT NO MORIDMA COST WE ME BpTTEy O `mma52v (M- IHo-30) R. CA16fM �> r TJ.O 114® NN YI''9M : ■ C ONNEfl. WM carsam tr P I .. L -- ; L N ELOPE CO.LL'lOM 19 M BE PFAfOR1ED R TINNED EINNNEMEr 1RMK .RNBCIOC /I F30 / ■ .M. SHNL BE PERPEWRLW TO ME 9LM2 ! - O iY .. LVmE IBM I 'mr 3Mibj ■ O MEIN Wr -xiaA / \% - ■ LuROS wF OF �maeDiso. CHURCH OF THE NATIONS INC �/ / ^- / �a■p,5 �� mvmo-3Mr \ \ \ \ \ \�- ��- mz / ✓� /// __ /�- / 1 , !,\I, III I � A .• 3 v / I. vI/ v / � V / v / I ?/' , / I 0 j 11 DN 1 i w OE S D _ FFUJie a SOYFR FOSBAY n \� mil i/ /n /IN ij� -J)D.3 /� T Bon a car A.C. �r -.xio �. 1VA / A _- /F - __ -- - -� n / I Y / zt _Am aLYWT wM sHlai NF - ice, ' ■ m Bas in, AMEw coo 'Pr CM. .. yY mry 11ENA]4 _14 _ - -L OF FOO 37- C ■ "4 ' +? mnOL OF FaaBAr -R3r • i a ma u¢rvTra11 __.. ar L■na � � � o -/ ■ DBp dy` "- °` I i � wN (ar-q m• .. m■ _ ST tNjo _TT �' .. -ST iwjit M_A. , .m,, m .mft, a. TOED Pa oRWR3r ANAL •wI •m. S rTT ONXI .mu . .. �s I All � � � .l@11& ;V •m• fi m. .. ■0 m � �9V�V 4k>P9 4S Tm_ m mQ' ■ S v .i _. , a m, 1 i E I� ■ -fI - - •° - 4 ,SAN:*' a .mA, -11, ' ill II '.F - - -1 I IH/13 - r - - -_y ` tTT- DRAINAGE SCHEDULE am IBNRM ®�� 1EK PRE MAMA CONTCM AF 1�7�Q61�C�L1mCdiu16, (NOES) (• YAIWA OF EAmOII ax1M4 SAIEaT e 11A 1 SAM lass }(�n W! IY to HOE }(Q'.) 704 tY 1A HOPE CD-A pY tY 1A MIRE (o-s) wL 1S t s +� }(o-» ONE Ir 37 IA4 }(Slf, 7DE A' 1.0 16C Ho-3l tact 1Y 1.0 HERE }{o-» WON 1Y L3 HOPE 0}(CB -In N4 t 1.0 IbK 1 }(L1Hn I SEE IY 1.1 HOPE E}{o-A) Lt xME Ho-N) as tAHINO -m) 16 le A it xovE XO -(9M -» en OP 3.0 EI}(Q -'II) 7Jt e• t.D Mi1��BArti ®m�� ®.wiL . tr 1.0 IINC m) ( 22) OM tY IA lAC m}(.2n B04 t I.2 RAC sn- (CB -73) .M! tr HOPE -20 -(gym) 1. IT 1.0 Ham o-SN}{NP -n A4 IT BE HOPE 10.10}{11FB7 W! IT Lo HNC 10.N }(HFB) 3U ISO to HOPE NI- B}(1D -n wk tY IA HOE 1p- 1R}(NFtI) W tY as Hom 11H1}(OO7N1) 104 IT 1A HOE (NRrEL)-(EE1BOW ML IT 140 ly2 (O_wF_OFE) ML IT 7.6 RAC 20413 Ir as BETE (M- IHo-30) twY 1r 07 RAC (a130H.37) 35, tr E. IAi BERN IBNRM SAEIEx 1EK PRE MAMA CONTCM AF (ML» (NOES) (• YAIWA OF EAmOII ax1M4 SAIEaT e 11A • SAM lass }(�n W! IY to HOE }(Q'.) 704 tY 1A HOPE CD-A pY tY 1A MIRE (o-s) wL 1S t s +� }(o-» ONE Ir 37 IA4 }(Slf, 7DE A' 1.0 16C Ho-3l tact 1Y 1.0 HERE }{o-» WON 1Y L3 HOPE 0}(CB -In N4 t 1.0 IbK 1 }(L1Hn I SEE IY 1.1 HOPE E}{o-A) Lt xME Ho-N) as tAHINO -m) 16 le A it xovE XO -(9M -» en OP 3.0 EI}(Q -'II) 7Jt e• t.D ae-Ost . tr 1.0 IINC m) ( 22) OM tY IA lAC m}(.2n B04 t I.2 RAC sn- (CB -73) .M! tr HOPE -20 -(gym) 1. IT 1.0 Ham o-SN}{NP -n A4 IT BE HOPE 10.10}{11FB7 W! IT Lo HNC 10.N }(HFB) 3U ISO to HOPE NI- B}(1D -n wk tY IA HOE 1p- 1R}(NFtI) W tY as Hom 11H1}(OO7N1) 104 IT 1A HOE (NRrEL)-(EE1BOW ML IT 140 ly2 (O_wF_OFE) ML IT 7.6 RAC 20413 Ir as BETE (M- IHo-30) twY 1r 07 RAC (a130H.37) 35, tr E. IAi LEGEND ■ -aa- MIbISaNTWBUC *- DSO MAMA CONTCM AF (ML» ST - TURN SEW NNE La_ ■_L�.1/� 13 EAmOII ax1M4 SAIEaT e l • SAM lass ■ J co 9roE amR .AI - ROPE IY alY GRAPFUC SCALE J7S 1 ; JmY ■G s � ninth =wfe9 ■ 1Y J]QM / LAWS R]FOF THORNE` LANDS ZO E: RURAL RESIDENTIAL 3 ACRES (RR -3A) WTHERFORD Z NE: OFFICE (0) Ak AL \` fNL AC.O L WFfIANGS 9CLNAY Alto z � •[N -mA.r a NINmnnox raxD o MiamxAa _ P., q Y r toe AEBO 1 FORM (91P-A) lIP OF POO -Mot' IT wPE m MH � �y�:ti� � �'`„5tr '- - ' ;y � � � MT1.1 a vao-vA.D ELAND I. a t / a 10 810 :1, �f I / 1 - 9 sIOE YNw [uv. -mL.r III �� r tNF MMT FOR A. s ` ..aas■ TOP OF TONBAn3ma I , \\ / __ 1 eorHM m FWMAY -373r i s➢rar I v \ 1 / - r "IV/ / YD/17 IRE m.IN m. OF FORIMA -ae,b I M it Nam OA W1M ( 1 r RANEE NN -mad, \ Lv I IT NONE COMP, ' IT 0.ESFAT M Nv. WTSO V� m APN I ,NO � IENrNM 9 I1 I ' R00 NtN -3m 'A'a 4 r1MlR r ♦ ] ...w .. . I). i MMM�AG .A.. 3. .. .. ..... .'., ,... 1.�I �� IN -mR3s Tv IN IN IN � I IN IN NNNNI MA _ IN __._ DRAINAGE SCHEDULE FIE RM IA EELTn WBR AB YAJW ON. Uss, (ML» NgIT NA N 13 3SN IT 1 A4 he .H0. N aT - ROPE IY alY 10 J7S 1 ; JmY IY s IB SA 1Y J]QM Ir sm IT 11 - - Ir 3EI.w m Jrz 1 356m tY m6 RB am M NAPE b 3 IY .. fY 3m H 3m 1Y 3Mm IY FIE RM 1uBHTH1 OAIETW suaE IX YAJW ON. Uss, (ML» I (NOES) (• .TNA Le -m NP-a RS t A4 IENE Iq- (1D-Ia) N4 IT as ROPE (10.1 » - (HERE) alY IT LD HOPE 10.1 IR mY ,Y 1.0 HMF 1D- uHNM -Sf tY 7.0 1AE M mY tY Lt ROPE tm t LB HOPE W- m}(NI -3) RB 1Y M NAPE LEGEND 1:3 the LA group LazNscm,m Ch[BClure and Engineering. PC w .S`rWA SNm YPSprings Her Yak l2ffi6 Drawn MICE Checked Cal N U m J N E 0 ad U a d C 0 OD O ut �U` NZ Cf Q C a D ¢ R In Q_ ? OM-- o a C) U N N 0 Z 3 CI a ¢° w a Q Fn Z 0 N i ❑ Ca 0 ❑ T Q U) m Z Z O 2 L C� O U m Cc W LL d m i R lslOn3 PER TOM COMMENTS Drawing L3.1 0 the LA group LandscapeArOnieClure and Engineering, PC w Loo,AJ, samloga Sm., N YM12am V M1 � tl eBm qr aota Ise - N '. rNksN Em.eaim PA ® M1A IAGmup P➢1a DrM,,n WE Checked CMI N U a J N a N o m ymo d C N OLL Z O O �Z C) m c ¢a ? ❑O 0 OL OvN� N O Z IZ g 0 a Q W o Q Fn Z Ki >J 0 (i7 7 a /� m Z Z_ ( J C 9 O U LL n O =N ReSslnn5 F 'ER TURN COMMENTS Droving L3.3 -J7S- YINN ON1OM IIIE -330 -- YAJW ON. Uss, 3 -ST S1O01 SEpI ME ERnNM ONTNA OAB(ET e • uTW eAVx © 31RE=TIPRW b } 6£l GRAPMC SCALE � a$ 1 inert = C Em 1:3 the LA group LazNscm,m Ch[BClure and Engineering. PC w .S`rWA SNm YPSprings Her Yak l2ffi6 Drawn MICE Checked Cal N U m J N E 0 ad U a d C 0 OD O ut �U` NZ Cf Q C a D ¢ R In Q_ ? OM-- o a C) U N N 0 Z 3 CI a ¢° w a Q Fn Z 0 N i ❑ Ca 0 ❑ T Q U) m Z Z O 2 L C� O U m Cc W LL d m i R lslOn3 PER TOM COMMENTS Drawing L3.1 0 the LA group LandscapeArOnieClure and Engineering, PC w Loo,AJ, samloga Sm., N YM12am V M1 � tl eBm qr aota Ise - N '. rNksN Em.eaim PA ® M1A IAGmup P➢1a DrM,,n WE Checked CMI N U a J N a N o m ymo d C N OLL Z O O �Z C) m c ¢a ? ❑O 0 OL OvN� N O Z IZ g 0 a Q W o Q Fn Z Ki >J 0 (i7 7 a /� m Z Z_ ( J C 9 O U LL n O =N ReSslnn5 F 'ER TURN COMMENTS Droving L3.3 NARK MG UTILITY NOTES MARCH UNE 1. WATER AND SEWER CONNECTIONS WALL BE REVIEWED AND APPROVED BY WE C£ OUEENSWRY WATER B WASTEWATER DEPARTMENTS PIOR the LA group TO .=M VCIION. CONTRACTOR WALL COORDINATE INSPECTION$ BY LARWrape Arc herture MUMICILL DEPARIMENr9 IN ACCORDIXCF WITH THEIR REfl£CTIVE and EO neerlO REQUIREMENTS. LMSTON OF UNITY CONNECTOG AT BUILDING TO BE gl g. PC VEMFlED BASED ON FINAL BUILDING FW ARANT WNFlCURAnDAL bOn, Pre, AIL f 2 THE LOCATION P UXOEARRWN0 UTILITIES SHOWN ON THIS PLAN WE SereYAN pings a:4L y W FOR INFORMATION ONLY, AND MUST BE VERIFIED. ALL UTUFFES MAY NC^VC:k 12800 NOT BE SHOWN. ME CONTRACTOR $FALL CONTACT UfA.O. P51 WEIRS" - BOO -840- M AND ME PROPER LOCAL gU1 MMU OR RESPECTNE F518rEB) -0100 UPIAN65 / UTIIIT' COMPANY/ HAVING JUNDA ICIION TO CONFIRM THE LOCATION P nmylOBlagNUp C[T III SIR WARES ALL EAGNING UNUFFEB BEFORE COMMENCING WORK ANY CRAFTS RSVN£ INCURRED BT THE CONTRACTOR WE TO FAILURE TO CONTACT THE PROPER KRGRMn SHALL BECOME TIE RE8WN81ML OF ME CWIRACTOR. UneulMMM eneenuon or ism is .+ BEG rern amnlM:mma JOCNA Na + MRVS{ BLWt 3. AT LEAST IB' OF YPAMTpN SWYL BE AWNTMNFD BETWEEN WATER Aunt"olyer Ocul MI, AND SEWED MANS, WATER LITERALS SHALL BE INSTALLED M MEET Fee YN"gele FyyYn UP,, 0• PK' SEVER SERN SPAMOON GIOE.M.. MM GNAT Mv. a RCAF. -AWS A. w TFU uvcrcu NOTE, / ( 4A{E I.0. PIPE WALL BE DUCTILE IBM. DDUl CEMENT LINED AND BITUMINOUS &11:e lAGRIO DO13 VKK SEAL COATED WRX A RPTm MINIG PRESSURE OF BAD 7.5.1. PIPE - MM:2KT. WALL BE A MINIMUM P WAGE 52 CONFORMING TO ANSI A RIM AND NV OUP.WF7G a PK' e'% +' R9UCEA AWNA SPECDICATIOG ON BATE4T REVISION) AS MANNER )RED W U$o Ol CMI \ RAPE. GRIFFIN PPE, ATLANTIC STATES PIPE OR WUNALEM. ME PIPE WALL BE IN NOMINAL. 18-20 FOOT LAYING LONEWS. JOINTS SHALL BE Full TYPE WIN RUBBER GARNETS CONFORMING TO AWWA D1awO MCB PEEIFlCATOG CIII MTEST PPMIam. L AL - -- 2. CAST IRO /DUCTILE ICON FTINGS SMALL BE STANOARDIED, MECIWNICK CIddl CMI E ]}0 FEE HYDRANT MINE SHORT BODY FIRINW MACEPT FOR LOG BODY DOUG SLEEVEm Me FOR 2M Pon WATER PRESSURE FILLS WATER HARBOR 'llut BOLTS A'S J.0 3 WALL BE USED ON ALL BURIES MECHANICAL .YWAT$. aco.e WLTANOs _CTE ]3.0 x PLL PIPE. VALVES ES FITTINGS WALL VI WPAHEO IN SSI \ 4' OLP NpRR POLYETHYLENE TUBES CR SHEETS. PoSION). LEXE ENCASEMENT SALE }O SERNCE COMPLY WITH AWNA CIW ILATFST REVISION). all RE AM A. WATER MARS AND MA ILFS SHALL BE INSTALLED AT A MINIMUM COVER Ir - -- T1flUST RLOL% GERM BROW PRCPoSED FlNWED GRAM OF B-Ill \ _ -- - 5. WATER VALVES WALL BE MECHANICAL JONT FEGUENT WEWE TYPE WIMP PING PACMNO CORROSION TO AWWA SPECIFIGTpG MAD (LATEST REVLS ON1 AS WGRFACNRP BY MUELLER COPY ICLOWL �A 1 n IO VNYET 1(ELWNMSp AND HAVE A 2pIGX SQUARE PEMTG NOT PAAMINTED RP. An WA1ER MAN & ME VALVE BOxm SXPLL BE TWO PRICE CAST IRON, TELESCOPIC OR W AIDING TYPE OF PROPER LENGTH FM ACTIML TREGH DERN. VALVE G BOX COVERS WALL BE CAST IGN AND WALL FR FWSX WITH THE �O OUTSIDE CASTING RIM. SHALL NOT RATTLE OR AND MINOR TRAFFIC AND �Y 8ALL BE CAPABLE P PEMWK WON A BAR OR l EACH COVER FREE WALL BE HALL BE MUELLER T. FIRE HYDRANTS BALL BE MUELLER DUPER CFNNMpI 240 DR SAW B�ANSEXER BRAN. T F COMPRESSION AND BE PE CO PW1GE TRUE TRAFFIC TYPE HYDRANTS 6 REVIE S TYPE OWFO F GU TO MURY WATER CATIONS CSD2 St 'l 85N' lEE NOW (LATEST REVIEWS AND TOWN OF OUEEXIBVNY WATER OPARTMEXT � IHV O BIM" =]48'0. TIRUST BILIX STANDARDS. HYDRANTS WALL BE EOMPPED WITH TWO 2 IM NET (J LAXOS IF OF $S / (TOP. Q 2) TXRPD NDIILES, ME A M2' PIIMPP NOZZLE NET THREAD AND U /2' J 6' O.I.P WATER PENTAGON OPFRATON NOT AND NOZZLE CAPE HYDRANTS SNKL OPEN J a CHURCH OF THE NATIONS. INC. / Sl a E�"ANONPi E HEARD OF THEIEATIRAMNN H DUARTS aENl xa SHAILL - i` l A &INCNEMECHAHIGLXJOINT WNHERI NTRND A MINIMUM VALVE OPENING N U li li : l P B IGH6. HYDRANTS SHALL BE PAINTED RED ARM WHITE TOPE ❑ � \ ` ' - ' ' & FARED CONCRETE THWST BLOCKS WALL BE PROVIDED AT ALL DEAD N m (C Ci CFE -]Ti0 + O.I.P WP R Mere VKK FFE-JF63 L ENDS. BENDS AND TEES. KEEP ALL BOLTS AND HOTS FREE FROM 0 C_ C O OJ YRVILE (1 , an 4 CONCRETE THRIRT BOOM Q _ m N -3TG5 CXIDRIATKKI. PRESSURE AND 1FANM TL^TS P WATER MAG AND LL ❑ Y 3 9ERVEES MAIL BE IN LGXMRP E WITH TOWN OF WEENSOUIiY AND ❑ 2 U ro R• O.IG AWWA STINGARDS AND SHALL BE PERFORMED UNDER THE WPPVL410N W ro Z WATER NMX P THE DWNEWS PEPRIESENTATNE. ME ENTIRE IENOIH OF WE WATER LL Q (O 8 SEMEN RK T B•WlE VALVE a PV K SERVICE FROM ME STREET MAIN TO ME BUILDING FLOP WIN "ALL ¢ N C) m 0 4rhA REPxWT BE IESTEO. SACTCRM, E%4MIAnON AFTER SATISFACTORY CORRECTION a _ MM SEMR OFINWi R EF 2) PDG -3]I O' AT A NYSWX APPROVED LABORATORY WILL TAKE PLACE PRDR TO W AS' BEG MTi M V �^.u3T:" ( XV. Q CD> TW15T B.C. V U w e w COMMISSpNIH4 "EMS WATER SEPY%m. W (3 U N> N - - -YTN. RAN RAN ^ e1 SAN + 'SAN SAN SAN P. TXEPE WALL BE A MINIMUM IpM20NTAL SEPARATION P YEN FEET BETWEEN AV WATER MAIN AND ANY SANTAW SEWER. THERE SXPLL pyG 0 0.425 G•ANY TE AM PR O OMR ALSO BE A MINI HIM VERTICAL SEPARATION OF EIGHTEEN INC ES nUGUNT BLMX BETWEEN ANY WATER MAIN AND ANY SANITARY SEWER. THERE WALL BE A MINIMSM Dr1 SPAATION P THREE FEET BETWEEN ANY NTHQ WgTER IRAN AND ANY STORM SEWER. THERE SHALL ALSO BE A MMIy]196 PIY:3 >8. 3 MINIMUM Vial SEPARATION OF WAVE INCHES BETWEEN ANY WATER IHV IN: L. B" _PW INV M: SE ..W 0' PVC y HYMN AND ANY STORM SEWER. IHV g1t%5.J0 B PVC IHV IN:338.iD B' PVC uITARV RsWFN XO{Cd - Z E E E AI. S/. AW OF POLYVINYL E PLASTIC [PAN S EVER PINE HALL HE IN ACCORDANCE WITH MAINNNUCTURNERRIS ]RETALIATION RECOMMENDATIONS. AND IN ACCORDANCE NTH AWM D 2321. Si S ST ST i ST S FFQ HYDRANT ST ST + 2. ALL SEWER PIPING AND FITTINGS WALL CONFORM TO MIA STANDARD ASSEMBLY _ - - - - _. - - -. SPECIFICATIONS HCHUM FOR BVC RAPE ASTM F C BATES] R M-SE WITH M - - - - 5 THE DIM NNE7 LOW TOLLFPGES OF CIASBIFlUTW 9M -1+• M1TM (�/ SIHGU CdSNET PLUSH -0H YAII{S 5 ST 0 01 0 S LINE. FLOP WEAHOITW MUST BE MOAN ACCESSIBBLE LO GAnO19FAVICE U 1. B GRAY WEDATA OR RM BE REARED DEPENDING ON E IM P THE DIN& 0 1U J. PAOOET DATA IWE BY THE AND SHOP DRAWINGS FOR MATTED T PC IF ` APPROVED III ENGINEER PPIN{ OR O THE PLACEMENT P ANY AND U S { ° ORDERS FOR NJa MAWRIALS. 0 zn B r & LISP PRESSURE IN TESTING SHALL BE AIR TSTED IN ACWGANCE WITH -Q B• 0.1. iER gRW W PSIM CPB AHD VHIBRL UNI -B -B. ❑ B W (E VKK FI OI.P WpIFA T. ALL WORK ASSCCNTEO BOTH TIE SANTA] SEWER SYSTM SNKL BE IN CO -- - - - -- - - -- - -- -- -- a ACCORDANCE WITH TIE TOWN P WEENOBURY REOMREMENTS, S. CONTRACTOR WALL FUMIIH CCTV TAPES/P COMPRISING THAT SEWER i MMXS ARE CLFAN ANO SHOW CLOD WPmlA1WNIR. W TE -3735 ` O T _Jm.S N m z e•x 'TEE M T BTEON G LEGEND Z + WENER EIEpNWT V m a INV. s 01M.-J] }D' _ WAN SEER UXE VJ w ...:.. n ..:...:... :...............:..::.:::..::.. .:...:..::.. v:.... .. .. .. .. .. .. ... J ]III WTpM WEMR GTYI BAgN _ 1 ST O • •••. •. •••.••. WPIWSI SMXF1 - J ¢ M X]SI0. e W C H al CUMHOUT J I I IB HV H 383W Go an FAC B' PVC (E TG) $ T ST �- ST ST © SPHTAPY SERER MAXXe _8 O m WV. O SING =SBB.tl I INV Wi I.... R' FVC SYNC $T -SAN - SNETARY SEMI UG L_8 O > O F ST - SWI{ARY GENERA WINCE LL >rn d a Ed JS $T $T e• D.le Y�.'�"%i3 =. _�_ in --------------- mwmrsry FIRE C ] YhE IHEEMER NOR. I 8 PRO SEVER MER MAIN L ¢ ® Y LRIERK Rev D.F8 4/10/2013 SCRANCE g 0 Pvc SExm I_J/ 'xiv.ms an Pw GEMS an PNE READ = Mntx PEA TOWN COMMENTS 2{ e -SAN- WSRG SWTM'! SEWER WE eWrnG SW RI SEWER M INSOE BAY ROAD - OUNTY HIGHWAY NOR 7 + AF ROUT W AND R MIDNIGHT .d GRAPHIC SCALE PmIdCC 2019] - .es .R Ddte'. 2/152013 P N y $ ° Ar CAR RD SLEEVE DrSWin9 r=nv 836 D351N4 OX o, ® B' DATC VALVE I )III = b(ett L4.1 $BS i16bb AND Chal BOOK F F } §i k b jiz LANDS .11 `THORNEF ZO E: RURAL RESIDENTIAL 3 ACRES (RR -SEA) CD THORNE T Z qNE: OFFICE (0) ryA 3Y, a c O.E. N'Th"no \ Ak 0' PW GENERA BPNP WOYDE WWUTW ,\ wM REANWT OKRA SEVER BER CE INV. O RDG-yn3' AB BOND WIN T ANT BLOC ` 1111E LEGEND - ST SIMM GEVIP UIE '. i� _ 4PWND G SANTMY SEYkW MPNINF e - SAN SANITARY al LSE e - ��II - -w -- WATn YuN / YNIFR SERNCE qqq. I I/ FRE NWDRAV e - SAN - FBI ® Fi91N0 SWEAR SEND MMMUF GRAPHIC= Scta.E ITVA = 77' Wmr.N N'ao p.mm uNNlnr:on.m An9ra1l =: o< Potli4mmMU 6zumenrlsa 13W Ntle 1, W &% voblMN5s11on NBV:Ymk5Me E0uu1gn l9n Rb3I8.P 11.37D15Y GIIW IGmup M13 CARLO CMI W T... _- Chinked CMI O i 38950 Y Rt `� 4 5" O.I.P.\ NA2R UMW \ - -'- N_ E N 0 �Uv Q d C 0 CO CE ❑ s L) Ad Tu 2 Q m - a O m 0 CC J O � > 4 OUN> -- - .:... GJ nY A,N . In LEGEND LEGEND - ST SIMM GEVIP UIE '. i� _ 4PWND G SANTMY SEYkW MPNINF e - SAN SANITARY al LSE e - �•� - -w -- WATn YuN / YNIFR SERNCE qqq. YKK AND TNUST ROIX I/ FRE NWDRAV e - SAN - PISSING 9.WigRY SMEII IIIE ® Fi91N0 SWEAR SEND MMMUF GRAPHIC= Scta.E ITVA = 77' Wmr.N N'ao p.mm uNNlnr:on.m An9ra1l =: o< Potli4mmMU 6zumenrlsa 13W Ntle 1, W &% voblMN5s11on NBV:Ymk5Me E0uu1gn l9n Rb3I8.P 11.37D15Y GIIW IGmup M13 CARLO CMI W T... _- Chinked CMI O i 38950 Y Rt `� 4 5" O.I.P.\ NA2R UMW \ - -'- N_ E N 0 �Uv Q d C 0 CO CE ❑ s L) Ad Tu 2 Q m - a O m 0 CC J O � > 4 OUN> -- - -_ =,� ,]BEDS• GJ nY A,N LEGEND DD.I.P IEDDEP 8•x,• smMl GENFR UE fir- SA MAIN ® - SAN - PFDUCEp ro L- O ca Q Z T Q J - w wPARY WEKFR RRNNCE wgrtR YNN _ ro m Z a r --------------- !ANNE SAN - O YM1FR YRN(E VKK ND TMIIWr R00( fW ° KNOWN" e [DOWNS SIMIAY £WEN USE pIS11G SIMTAA'! 9D1FN YWq[ W C 17 J 0 > W L > J E_ in Q ? En Revisions GRAPH) C Da SCALE taC1'. 2012]] Data 2115/2013 [Weving L4.2 LEGEND - ST SIMM GEVIP UIE '. SRZM SEMA G1P1 BADS 4PWND G SANTMY SEYkW MPNINF e - SAN SANITARY al LSE e - BAMTMY BEMR . - -w -- WATn YuN / YNIFR SERNCE qqq. YKK AND TNUST ROIX I/ FRE NWDRAV e - SAN - PISSING 9.WigRY SMEII IIIE ® Fi91N0 SWEAR SEND MMMUF GRAPHIC= Scta.E ITVA = 77' 0 the LA group L edEREPEARANiUATING tl Engineering. PC O`l C the hrC oup OUL Design CMI Drawn NICE Checked CMI N N J N � n m O @ w m m a c N ° EC) `m z ¢ Q N a mom 0 OC 3 O a i 3 U N m 0 m Y 0 m c m W�W � L 0 Z T 6 oO Z a L 1) c U5 5 O U m W 7j 3 U) EVENTS PdjIV. 2012]] Daie: 2115/2013 Drawing L4.3 F §3 �Bt TGROUND cRWxO --- PRCPoSm -- - - - -. WLYFPI OOi1W5E SMX/I -- -RAM 1 -xv Ix SBa OD a RC ]D... .190 8• PAR SLMSn WT 3Bxm Al vox Fen'. 39L 3m Sro S A T h T. WArn TNNG SLEEK i F MM !• G{E VKK AND CHNNEY BLW{ .Hp I 'SAWOUT Al RERICIRS Al MY: S, GO f / TO INSWAL CCMnOR WV N: SYGE CERIC 1 •g IV WT:SRIGM1 C PIZ Y antle Far W H °o n&USi ELOC% ANO xV =P NV WT ; 'W 8% ' = I x'RIP A N I/I'RG FOR iwUST ALOW !• PW SE4 SEANQ MIX CIFAVWT raj INV. O BIW / RIP Y/ATEN AlP 3 / TAE rxa• TEE win n PCO.E. WETWJUS ROM AND f 14 �l GA. VKK R«u MY:vv.R x JB Wl B.es a• PK _ I� AN an PK Mlii yyyytl / 0' PW YNER SERN / MIX OFANWL IHV OROIi. -]TaT PB MG GON It ]RANT Rd% V O ixE SIAN. sway \7e C ON wTx MAN B'i1A WATER NNX ( TNwIR V V SK5N �r x a- RIM xM \ e D.ux � I IG RiT:3evm a Rvc HD�45H ` I I �ILL�1.1'N T , , r I / `` \��\ v P BE CE RF i -�- WV. • AS 1 / aaa Q man Qaa / aaa T IFE -SINGS ST ST S ST / CIPTING k� C W W no RIM: "Cl / INV be'PVC \ EXp1 PORT IN - - - -. - -_ - - - -. -- I IN 356 90 G' PVC W E AT PHPBSEB - - - -. - - -N1VW J60.Y10' -RYE HYDRANT FRAEXm RUTTIA8 xv WrxEm B- PNx ABOVE NEURROM - _- MOVE ME THAN E MERE IFS. THAN \ - - - - -__ 5- B "COYTt FRP� WLYTPT L- \ WLKPim REARMED " W - - - -_ LWRr : - - - -i - - - -. - - - -. - -_ -_ 1 - -. -. - - -- / PRP030 - � - WLKRT Jm' a B _ r 00 1100 2 +00 3"00 4 +00 5 +00 6+00 Sewer Main Profile 0 +00 -12 +00 13 +W 14+00 15+00 P. Sewer Main Profile le 12+00-15+50 AO 380 yro J +00 13 the LA group 4PWND L3nMSCaW (VC Ihe WIG IF MISHM 00 Wrg Nky / GROUND MAY.l]B65 N Fe18'58T -0180 It Wmr.N N'ao p.mm uNNlnr:on.m An9ra1l =: o< Potli4mmMU 6zumenrlsa 13W Ntle 1, W &% voblMN5s11on NBV:Ymk5Me E0uu1gn l9n Rb3I8.P 11.37D15Y GIIW IGmup M13 CARLO CMI W T... _- Chinked CMI O i 38950 Y Rt `� 4 5" O.I.P.\ NA2R UMW \ - -'- N_ E N 0 �Uv Q d C 0 CO CE ❑ s L) Ad Tu 2 Q m - a O m 0 CC J O � > 4 OUN> -- - -_ =,� ,]BEDS• GJ nY A,N LEGEND DD.I.P IEDDEP 8•x,• smMl GENFR UE fir- SA MAIN ® - SAN - PFDUCEp 13 +W 14+00 15+00 P. Sewer Main Profile le 12+00-15+50 AO 380 yro J +00 IM 37GN 380. B .. \ M' . 05 0 PRO V 'N 0 VC i:38 BS 0 PVC xV O R . B5 R PK oor, / 2 i0• m e' yc. B_nns .III - -; ro the LA group LdndscePe Afen"AtUre and EngimerlTg, PC PDLnrg Al jr.."o- daBenthenr arld5an io nna mn:rlml k a rVRgOmeSGRon/.... Nn Net IA eEWcS.I.O. I hnl a:ouPA13 D,,,,, CMI Drawn MCB Checked CMI D 8 +00 9"00 10+00 11+00 12"00 MAN 22.00 23 +00 Sewer Main (Extension) Profile 20 +00 -23 +50 0' Pox SCALE: VERTICAL 1 -= 4' HORIZONTAL 1 -= 40' N J A _N d m 0 Q m m Q d c o m 2 omN ❑IL U m z CC Q N ¢ m C O Lu m o M O CC 13 U Nei m 0 O m a c J in 0 4) 2 OL 20 W 7 � w z C/) w L 0 4 Q 0 U G) Z LL N d F m RCVIWISnW Drawing L4.4 13 the LA group L3nMSCaW (VC Ihe WIG and Engineenng. PC 00 Wrg Nky Saedbge 5plrg9 MAY.l]B65 P 51 W50]Alm Fe18'58T -0180 Wmr.N N'ao p.mm uNNlnr:on.m An9ra1l =: o< Potli4mmMU 6zumenrlsa 13W Ntle voblMN5s11on NBV:Ymk5Me E0uu1gn l9n GIIW IGmup M13 CARLO CMI Drawn VICE Chinked CMI m I J C J ro N_ E N 0 �Uv Q d C 0 CO CE ❑ s L) Ad Tu 2 Q m - a O m 0 CC J O � > 4 OUN> GJ m LEGEND - ST - smMl GENFR UE m ® - SAN - SRDM SEVER GTy1 Bg51N SNIITMY SEWER YAMIRE a Ml READ UIE e ro L- O ca Q Z T Q J - w wPARY WEKFR RRNNCE wgrtR YNN _ ro m Z a r --------------- !ANNE SAN - O YM1FR YRN(E VKK ND TMIIWr R00( fW ° KNOWN" e [DOWNS SIMIAY £WEN USE pIS11G SIMTAA'! 9D1FN YWq[ W C 17 J 0 > W L > J E_ in Q ? En Revisions GRAPH) C Da SCALE taC1'. 2012]] Data 2115/2013 [Weving L4.2 IM 37GN 380. B .. \ M' . 05 0 PRO V 'N 0 VC i:38 BS 0 PVC xV O R . B5 R PK oor, / 2 i0• m e' yc. B_nns .III - -; ro the LA group LdndscePe Afen"AtUre and EngimerlTg, PC PDLnrg Al jr.."o- daBenthenr arld5an io nna mn:rlml k a rVRgOmeSGRon/.... Nn Net IA eEWcS.I.O. I hnl a:ouPA13 D,,,,, CMI Drawn MCB Checked CMI D 8 +00 9"00 10+00 11+00 12"00 MAN 22.00 23 +00 Sewer Main (Extension) Profile 20 +00 -23 +50 0' Pox SCALE: VERTICAL 1 -= 4' HORIZONTAL 1 -= 40' N J A _N d m 0 Q m m Q d c o m 2 omN ❑IL U m z CC Q N ¢ m C O Lu m o M O CC 13 U Nei m 0 O m a c J in 0 4) 2 OL 20 W 7 � w z C/) w L 0 4 Q 0 U G) Z LL N d F m RCVIWISnW Drawing L4.4 di z. S % a i yy� ps� fag_g �se is€ 8 §4�f d It R III Map In .IAE .TREE SM D BFPR SOiIN REL WORRY. i HE FIN' EM GRADE AS IN THE M1R5E1Tr. .NEVER CUT A E1WLL BE RUN' E 1UM . .1. ®! 9TRAWM. INSTAl13 CATS PER 1. But SPPLEp AFACMD ROJIdrLL ATTAGU W WLV P . STE CA BLEB P l L ? TREE PRMIDE REXU D WOMEN . TO LP ARYIND TXN`c 9EJIRE ALL ENDS OF .1 N, WLV. IF 4' OA-1. TURIPIKKLE EA. (ABLE yI�TYY_ •A %2 1'CEMR W. iPER � CRIEN w AT A Y HGLE TO BE OJi9GE RF TREE R T. ST% S' M PIAUTNG MIX " ER $, 1 3' DEPTH PINE &ARC MULCH, --� PULL MULCH AHAT FRAT TRUNK. AMENDED PLWTIEW MIX, CRRACTED M #FE EURROMDING COrt Of TREE ., Piro NK PETER Nc`r PURIIY F BETAKE ILUIW. CANT A-UWEUT . MAY 11 cL DRAINAGE MCUND CA'IPACTW TO RA UNDIBTUREED BLEXAMOE 1 EVERGREEN TREE PLANTING ENTB NOTES: .TREE 9WL aFAR BA lE RRATIOGNP TO RNSN GRADE AS IN THE NURSERY. .THIN MAINOES ! PCWUtE M DIRERPO WILL RETAINIRW NSML SHAME 4F TREE. NEVER CUT A LEADER. .TREE . BE PLUMB ! FMAUtr . v 64V TURIBKY3E EA. CPPlC 3'P x B' CEDAR STIK£a. 3 PER TREE Dr. TO BE SME NE., or OUVM IN CH AN ENIWR A4GLE. STAKES TO BE OTIBIDE c' RWT BALL NEATLY NRM ALL DECIpp15 TRNUS TO A XflGM OF THE SRLYb LOWEST BRNNH (FALL F.I. ONLY) 3' M. PUNTING nl% SMKER 3' GEPTI PINE BARK MVILH: wu RRLH . FPA1 TNUN%. MMDED PLAMIIW MIX1 CRRAT Df �CUT A AF ERRRO .I O B T, (F TREE TRICK ALTER BKKFILLIIY W BEFORE IfNING. CANT MUEWRIFP. COIPACTED OA'PO VNDISNRBED 51.R'RAOE DECIDUOUS TREE PLANTING 2 G Bu Me LEGEND 0 .SPPCE SHRUBS AB City INDICATED W 1 AIB W10 UDArcbiN9 Are 3 E. DEEP 11ULW S V HT. PLANTING MIX SAUCER Sare1o2e 3pnnge 1. ALL NEW RAM MATERIAL SHALL CONFORM TO THE Nex York 12864 MINIMUM GUOELINE I EARMI1MIED BY ME AMERICAN STANDARD FOR NSERY STOCK PUBLISHED BY THE UI MOCR]b1 W CM AND RE C',E BURLM FACT F SIW.7 183 2. ALL NEW PIANTS TO BE BALI-ED AND BVRIAPPFD OR xww.'rebprcuC.mm I/3 OE RANT BALL Unauthorized atualgn or RAM SCHEDULE A. ANY PROPOSED SUB NWITIONS BF PUNT SPECIES aaalmM.Iht, rem'Ne vioI of Bodo, R. ul he SINLL BE ANDE WITH -AI EOINVALENT OVERLLL FORM. HEN. REAR OR NOW. FLOWER - -Nl LEAF. COLOR. FRUIT AND CULTURE, AND ONLY 0 - - _ AMENDED BACAI 4. ALL RON RAM MATERIAL SHALL BE OF SPECIMEN �PIF/S 1 51� -OIL OLULTY UNLESS APPROVED OMERN SE BY ME TD YIIN. A. DEFT SHRUB PLANTING DETAIL 3 E�LL.Me RAMS PRAVIDED WILL BE A FAIR REPRESENTATION Woon MOB LEGEND 0 DEawars TuE City the LA group EtERmEEx mR UDArcbiN9 Are LANDSCAPE NOTES BUD Engineering PG A.-.1 May S ® Sare1o2e 3pnnge 1. ALL NEW RAM MATERIAL SHALL CONFORM TO THE Nex York 12864 MINIMUM GUOELINE I EARMI1MIED BY ME AMERICAN STANDARD FOR NSERY STOCK PUBLISHED BY THE UI MOCR]b1 W AMERICAN ASSOCIATION OF NURSERYMEN. INC. F SIW.7 183 2. ALL NEW PIANTS TO BE BALI-ED AND BVRIAPPFD OR xww.'rebprcuC.mm CORAINER GROWN UNUM OMMIRSE NOTED ON Unauthorized atualgn or RAM SCHEDULE A. ANY PROPOSED SUB NWITIONS BF PUNT SPECIES aaalmM.Iht, rem'Ne vioI of Bodo, R. ul he SINLL BE ANDE WITH -AI EOINVALENT OVERLLL FORM. HEN. REAR OR NOW. FLOWER New YoM S01e SUI lav LEAF. COLOR. FRUIT AND CULTURE, AND ONLY 0 TLM- 25C-HPS- M -5S-FG AFPRWED BY ME O'NNERS RIFRESOITAT E. c 4. ALL RON RAM MATERIAL SHALL BE OF SPECIMEN ®Ire lAGlaup Ala SINGLE OLULTY UNLESS APPROVED OMERN SE BY ME MMEWS REPRESENTATIVE D251gn CMI S. WERE PLANT 81 M INDICATED AN A PPI12{ ME AM. SSR RAMS PRAVIDED WILL BE A FAIR REPRESENTATION Woon MOB O THAT RANI ChaCAed CMI G. THE CONTRACD 51 BUPFLY ALL NEW PLANT AMA ERML IN DUANMIES SUFFICIENT TO COMPLETE ME MTIE9lANE pRA4 RANTING AHONH ON ME DRAMXES. 1. TIE CONTRACTOR WALL CBTNN RAM APPROVAL Amas Imub FROM THE OWNERS REPRESENTATM AFTER DELIVERY LNURM'e H. AND PRIOR TO INATALLATICN. AM." awbn B. LAW MIX SXML CONSMT OF THE FOLLMINO RAIDS: S NY GERMINATION SWua "ZZ PEW, SPEOUFS Act TALL FESOUE SAM Vsnmb Sk/nba LOA NYBRIO KENTUCKY OWE 8R ZMa wraa Wt TURF -TYPE FERMI WE SON 8. ME CONTRACTOR SI LOCATE AND VERIFY ALL BOOSTING UYLMES PRIM TO DIMMING AND sNNl REPORT AM CONRICTS TO TIE OYINENS REFFE8EMATIVE. 10. ME CONTRACTOR 5X011 WAKE ME LOCATORS O ALL PROPOSED PLANING FOR APPRAISAL BY THE OMHERS REMBEENTATUVE PRIOR TO THE COMMENCEMENT OF PLANING, II. NEW PLANT MATERIAL SHALL BANE ME SAME REU vMMEHIP TO FINISH MADE AS R OD IN TIE WNEEM. 12. ALL PVJR BEDS TO RECENE THREE INCHES OF) MIN. No OF SHREDDED BUI MULCH ON WEED BARRIER MARC. U ry IS PREPARE ALL PIdNTNG BEGS TO MIN. OVERALL J DEPTHS SHOW ON NAMING DETANB. d R. AMEROED TOPSOIL BMKFILL WALL CONSIST CE ME (1) i E PMT MANURE TO EIGHT IM PARTS TOPSAIL AND N O BONEMEAL s 20 LEE. TO 4 CY TCPEDIL _ N. ALL DISTURBED AREAS NOT SCHEDULED FOR OTHCR l6 N ED M d 0 WORK SMALL RECEIVE SIX INCHES 161 OF AIITABLE LL C Do M-WE M IMPORTED PIANTIMG SAIL PRIOR TO SEEDING AIR DING, Q -Q ❑ U } R. CONTRACTOR WALL GUARANTEE ALL PUJR NAIERIAL W .CI N Z FOR A MIN. OF ONE N YEAR. CE Do Q 11. THE CONTRACTOR WALL MAINTAIN ALL WANK c 0- m O m p INCWDING WATENNO. WRONG, AND PROTECTION FROM U, m " G TRAFFIC UNTIL FINAL ACCEPTANCE OF ME PRDIECT. CC ({) d Q U N > 18. THE CONTRACTOR WALL BE RESPONSIBLE TO REPAIR CM REPLACE ALL ITEMS DAMMED OUTSIDE THE CONSTRUCTION LIMBS. AND ITEMS WITHIN ME SITE THAT ME NOT PART OF THE IDENTIFIED DONE OF TOM CONTRACT. H. ME CONTRACTOR SHALL PRWIOE AND MOUNTAIN ERO&ON CONTROL MEASURES AB RICAN ON TIE &ANA 20.ALL ARM DISTURBED BY GONSTRNCTroN UNDSON£D AREAS, MN AND VEOETATIYE EROERM CONTROL AREME SHALL RECEIVE LAME AND TOPSAIL AMENDMENTS. ttl LEGEND Y U O RuDDas TNR 2 LSS 0 -O C DO ENAONFN I.HE D6 Z � 5 15.3 ro 0 OL 00 SNPVBS m Y (:5- < Z () TTFE -I sl3D MAY ® V! O > N 3 0 TKFF -rs s® Mx U W O ® mmE -a FEED wR LL O i (1) F SI s RMOR PLANT MIKE 4/10/2013 10 2013 PER TONAL COMMENTS GRAP}!IC SCALE 2012]] Date'. 21152013 onto Drawing L5.1 LEGEND 0 DEawars TuE City EtERmEEx mR e Qn sT es S ® M E-1 RID NO SINGLE 0.810 C -2 EE0 M% 28WD ® TEE, SEED MIX 8 cwiee[C sraLH t Ivah - m rMl 13 the LA group IandsPape Arch teclure tl Engineering , PC 40 -.10 Me Sarelo,X SPrngs Nw YOM1 12W P 51&59]5103 F 5145$].1811 lReleC p. 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LCTOR AXE CONCRETE CURB DETAIL MCC. FINISHES GUIDE K= - N I on PCPWS ASPHALT L LLL Lq PAVEMENT SURFACE COURSE PC 64 -PAS pi APPROKD p G EQUAL. l� - FJ •- - 4• CHOKER COURSE NO. 1 POROUS STONE 1 MIS IV BED NEPAL CLEAN nN1UMED All UHIFMMLT GRMED COURSE MOUNTABLE CURB DETAIL AGCAE RATE. RACED IN (2) 3 ONCE : 0. 3 OCCURS oCONCRETE YOU A A Y PEA CRAVIl DRAINAGE CAST- IN-PLAOS LOICRETE NPB SEE LMCRSTE CPELIRCFTGAS a no W aAs CARAVEL P'MPALTEO TO mF 8P`� ' \liFl6TA 66 4�FAA �D 'a' ^ \_SUd'RAOE WMf NOTE IXPPN90H RM + W BM. STANGP SPACES XGXG WRB G.C. LCTOR AXE CONCRETE CURB DETAIL MCC. FINISHES GUIDE K= - N I 1. LL gPFgS $UBCRADE SHALL BE EITHER MET MI � vY 9 d EN CE CONCRETE SPED ON IXCPVATFD MglEPoA1D MEN OEIERMINEO WASP p G 6VITR1£ BY ENDERN., FILE SXNL RAVE A MINIMUM IXNLTRATON RATE SHALL 2. l� - FJ •- - la -MERE OF IS- PER HOUR. POROUS PAVEMENT 1 MIS 1/P A. Not nN1UMED All - C, CAST- IN-PLAOS LOICRETE NPB SEE LMCRSTE CPELIRCFTGAS a no W aAs CARAVEL P'MPALTEO TO mF 8P`� ' \liFl6TA 66 4�FAA �D 'a' ^ \_SUd'RAOE WMf NOTE IXPPN90H RM + W BM. STANGP SPACES XGXG WRB G.C. LCTOR AXE CONCRETE CURB DETAIL MCC. FINISHES GUIDE K= - N I ASPHALT PAVEMENT MI � vY 9 d PRECAST CONCRETE CURB p G MAI 4,000 PS I MIN. H2O RATING l� - FJ •- - GRAVEL COMPACTED TO ag P B5% STD PROCTOR R 6 SVBGRPOE COMPACTED TROD % STANDARD p00T TOWARDS STREET MP%. $LOPE ALONGO E LENGTH OF DR MOUNTABLE CURB DETAIL THE WALK SXOVL NOT IXCEE0112 3 SOS STANDARD PROCTOR TOPSOIL AND SEED P roP COURSE 'DER COURSE AGI GPEG TE SUBBASE , jJ 3 COMPACTED SUSBRRE 4 CURBING SCHEDULE N. III R lit sa lea BC 1(..i GRAPHIC No ■ Q 1 � IirlcM1 = JO FnI TYPE 6 TCA COURSE - (StT. WS) / TACK COAT - (SECT. WT) 4 2 XXICE A WUPSE X.Y S. 0.0.1. Qry o TYPE 3 - (3ER. SOD 63$ ¢ N11PPC1FD CRAW - N.Y.S. �a a 0.0.1 12 (.ST. IDS) WRIACTED TO A. STAXDAxO ROLTp. lE FABRIC AS AEWAdO • - By MA �- BY EHPXEEA SLBGRME - COMPACTED TO SEE STANDARD PRGLRNt /\ PAVE]IENT Too BIxa. IRAVFL mi I. COURSE WUREE STPNOPAII 1 -1/2• 2 -1 /2' 2 Wtt 5 ASPHALT PAVEMENT ry.i.s. TRANSITION CURB 5 C/ (L 6 CURB END TRANSITION DETAIL STI Y ASPHALT TOP COURSE 6• COMPACTED GRAVEL SUBBASE - - COMPACTED SUBSTAGE BITUMINOUS WALK DETAIL NT VgVEMEN1 RARE OF Pp B. HAS NRR 9 GUIDE RAIL DETAIL BRUSH FINISH PERPENDICULAR TO WALK NOTES AvPROx. srsE OF SIGN An CONCRETE IXPPNSION JOINT SPACING 2M VF 0 L l� - FJ •- - BY K 6' 1b G/8 WOVEN WIRE MESH CONTRM JON% $PALING N.TS. in GRANULAR SUBBASE COURSE 6 0. C NOMINAL GRO35 SLOPE /a' TO /G' PER IMA%. SLOPE 150 TYP NESS DOT SECT 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR p00T TOWARDS STREET MP%. $LOPE ALONGO E LENGTH OF sHrmOOe SHXG2e BUBO AGO COMPACTED TO THE WALK SXOVL NOT IXCEE0112 8.25 G.F. SOS STANDARD PROCTOR oCONCRETE YOU A A WIDE 6• XMEB FSIRS3.1E0 BRUSH FINISH PERPENDICULAR TO WALK EXPANSION JOINT SPACING SEE 6' CONCRETE 20'25 O.C. CONTROL JOINT SPAbNO 1 " 6'L S' No, 6/6 WOVEN WIRE MESH S 0 d FORIGNAL "/ - B' GRANULAR SUBBASE COURSE GROSS IV TO /A' �.y, HIS DOT SETT 4 adoo. PER FOOT IMPX SLOPE 150 SE 1 Checked CMI CMPACTED TO 95% STPXOARD PROCT09 95% STANDARD TOWARD$ STREET MAN. SLOPE ALONG THE LENGTH OF E WALX SHOULD NOT IXLEED 1,12 SEE O SUBGRAIDE COMPACTED C 90% SINGAPORE PROCTOR o CLAMV,E NAI IS OREATER THAN 5- RIG' MC CONCRETE WALK AND PAD DETAIL $ F7 T., . VgVEMEN1 RARE OF Pp B. HAS NRR 9 GUIDE RAIL DETAIL an PRE591RE TREATED WOOD FINISIS. EO GRADE IS "Fco PLdM �- UP DIA. 3.000 PSI CONCRETE ACCESS _ E%TEND POST AND FOOTING 9' BELOW LOWEST FINISHED GRADE NOTES, I. ALL NUTS. BOLTS S WASHERS ARE TO BE GALVANIZED. A. ALL SPLICES ARE TO BE MADE AT MM. 3. BACK -UP PLATE I$ PLACED BEHIND RAIL ELEMENTS AT INTERMEDIATE POST$. i.e. HON SPLICE LOCATION. LEND Eeon BA/ ouMwm I AS, PAN AN, III Pont we _- glmeo0 W` MAI LowM MAI cote MOUE moMm 2'-6• oN MI M emmA wN or eAi, 2' SWOT WN ¢reA �TH AG RAN oqI ix .1.... fl 1.'ON• w Povememl Do A, ® AW IY an .moNe. At fern' 3000 Mi oW .e =e Corry ANAT Su[yaN ELEVATION NOTE: OWNER TO APPROVE LOCATIONS PRIOR TD INSTALLATION. TENT LETTEa NE Trrt AvPROx. srsE OF SIGN M.u.T.c. G. Ni TRAFFIC SIGN DETAIL / SIGN SCHEDULE LandEcape ACHIPeclure 10 THORNE N.TS. A A TO 00 .ED N.C. FDIC sHrmOOe SHXG2e BY HOT BE OBSCVRFD BY A VEXI0.E M.U.TCCN 8.25 G.F. Tx1s SPACE. TLM- 250- HPS_XX3SFG P 51&5879103 6• 20 FSIRS3.1E0 B 0.810 SEE RI A.' PG-6C TERENT"NEWS MMUCINnAn ea55on.tre- nenlleB ® M.U.TDCS S.CO SF. W MI A no no Design CMI Drawn MCB Checked CMI �. • a l 8" CURB SEE Ed From C F ML.T.C.D. It S.F. MC be E.v b b e b a ]E 4 b b.e It t o tx b e .., 4.x t t a e vb z b r /z t.1 tr FENCE WRH OWNER E:_Oe F7 V 1 0 Y 3 r FREE AT NEAR XANOCAP Cfl10E. ! CONCRETE IF -O' I D Wqy F • 1z' x IRA SDEWALK b d ` 1.r E} ie ] t t is E ¢ 5 b bs I S Y by i b Ow 9U `mz 11112 n an MIN. $ZE I O' H. MWMNG HEIGHT AT E 4 IV BOTTOM OF SGNI SHALL NOT BE OBSCURED 3 VY P MPE MIL 3 MAGE SLOPE .z z `e I . 1r t 13 A., b's b 52 b3 `%,e b, r, s. s ix It, 1,3 E 5, is spa . + � bA a O(JN> F to x 2' 2A' x NI' CUSTOM an PRE591RE TREATED WOOD FINISIS. EO GRADE IS "Fco PLdM �- UP DIA. 3.000 PSI CONCRETE ACCESS _ E%TEND POST AND FOOTING 9' BELOW LOWEST FINISHED GRADE NOTES, I. ALL NUTS. BOLTS S WASHERS ARE TO BE GALVANIZED. A. ALL SPLICES ARE TO BE MADE AT MM. 3. BACK -UP PLATE I$ PLACED BEHIND RAIL ELEMENTS AT INTERMEDIATE POST$. i.e. HON SPLICE LOCATION. LEND Eeon BA/ ouMwm I AS, PAN AN, III Pont we _- glmeo0 W` MAI LowM MAI cote MOUE moMm 2'-6• oN MI M emmA wN or eAi, 2' SWOT WN ¢reA �TH AG RAN oqI ix .1.... fl 1.'ON• w Povememl Do A, ® AW IY an .moNe. At fern' 3000 Mi oW .e =e Corry ANAT Su[yaN ELEVATION NOTE: OWNER TO APPROVE LOCATIONS PRIOR TD INSTALLATION. / SCHEDULE the LA group Arrangement TRAFFIC SIGN DETAIL / SIGN SCHEDULE LandEcape ACHIPeclure 10 THORNE N.TS. AIIL FREE BTPND G 'NO Me G' SIGN TD MEET ANSI SN$ (12 x IF' FAR. W Long AIM, TLM- 25DHPSX % -SLFG SIZE A 0' MHO G HEIGHT AT B %TOM OF SIGN). VON SHALL sHrmOOe SHXG2e BY HOT BE OBSCVRFD BY A VEXI0.E IN Mon, YM l2 Tx1s SPACE. TLM- 250- HPS_XX3SFG P 51&5879103 6• 20 FSIRS3.1E0 MW .l 0.810 mvNCRAIN,rocomm P DROPMAN. TERENT"NEWS MMUCINnAn ea55on.tre- nenlleB notHe IFF -UnG.. e Nex YoM NEW SJusMTANLLw REVEALI 4 C W MI A no no Design CMI Drawn MCB Checked CMI �. • a l 8" CURB to J ED IS EiSB3 CUE a H to W o be E.v b b e b a ]E 4 b b.e It t o tx b e .., 4.x t t a e vb z b r /z t.1 tr FENCE WRH OWNER E:_Oe / V 1 0 Y 3 r FREE AT NEAR XANOCAP Cfl10E. ! CONCRETE IF -O' I IF- s Q a C 0 N SIGN M MEET qH5 STDS SDEWALK b d ` 1.r E} ie ] t t is E ¢ 5 b bs I S Y by i b Ow 9U `mz 11112 n an MIN. $ZE I O' H. MWMNG HEIGHT AT OC C a m b b b, E.p D bz a bs a Como BOTTOM OF SGNI SHALL NOT BE OBSCURED 3 VY P MPE MIL 3 MAGE SLOPE .z z `e I . 1r t 13 A., b's b 52 b3 `%,e b, r, s. s ix It, 1,3 E 5, is spa . + � bA a O(JN> BY A VEHICLE IN THIS SPACE, to x ALONG LURE 3 DO b. D. E�:b� t bes b.e z b., U b E b r r t tee' 1 5x i 5o b: 4' Mi PARKING //T'Sob Design a ¢ bA a r o a, /a L b., ,a.2 i vy i s. 2.s bt D.a D, ........ ..... ONES PANTED WHITE w fi.. e.r- �v�t,a�74��ro+� o O NON - HL PARKING SPACE TITP.1 z Es t= 5.v t, 1s !v Sz 5L to k ke 3.0 3 t,C t, 's in b. 1,7 FA L • b ., ANSI .-.CARD HANDICAP SYMBOL 6 _ IS / 2 NOTE: Go co 0 Z Wee T Q mz LIGHT POLE B PROVIDE I HANDICAP SPACE IN � z 212 P PIPE BRACING 2 NOTE oz P Ch�Gk�d CMI EVERY 25 PARKING SPACES UP Q) E Q I... SLOPE WITHIN J UP TO 1. HANDICAP SPACE IN EVERY 50 SPACES CASH YJD. O U N HANDICAPPED PARKING ANO /OR STRIPED RAM LL MU Fm WE PER N.Y.S. BLDG. CODE SHALL NOT EXCEED 1:50f2 1 NB.pggKING STRIP PANTED WITH 4' Pmod' 201231 Date: 2115/2013 Lax s as% Dmwmg LI AA DIAGONAL LINES w -o' 1 ALO• m. MIN. MIN. Ib'- 1T1N. IICAP PARKING LAYOUT DETAIL 13 / b bL bL b b b be b b bz 5r the LA group Arrangement LEE LandEcape ACHIPeclure Lumens /Lamp THORNE and Engineering. PC AIIL SINGLE W Long AIM, TLM- 25DHPSX % -SLFG 28000 sHrmOOe SHXG2e 32 B Mon, YM l2 0.81D TLM- 250- HPS_XX3SFG P 51&5879103 b. bs @'c - }Ea lt v 'k }0 e 1A' b sv b b.2 D S %A b.r 20 FSIRS3.1E0 SINGLE 0.810 mvNCRAIN,rocomm 28000 F TERENT"NEWS MMUCINnAn ea55on.tre- nenlleB notHe IFF -UnG.. e Nex YoM NEW SJusMTANLLw SINGLE 0.810 ®Me IAGraup E013 MI Design CMI Drawn MCB Checked CMI �. • a l Y \ N C) d J ED IS EiSB3 CUE a -COMPACTED SUB- W o be E.v b b e b a ]E 4 b b.e It t o tx b e .., 4.x t t a e vb z b r /z t.1 tr FENCE WRH OWNER / V 1 0 Y 3 r L Cfl10E. ! So Do ad no IF -O' I IF- s Q a C 0 N s5 " H m 'sa onatre b. z b, b b., b d ` 1.r E} ie ] t t is E ¢ 5 b bs I S Y by i b Ow 9U `mz A OC C a m b b b, E.p D bz a bs a Como i 1, 1 S, Se 5 n D A D b..1 5 n 5 2 1 b5 Dx D tD Orr A De b.v 3 VY P MPE MIL 3 W ca O .z z `e I . 1r t 13 A., b's b 52 b3 `%,e b, r, s. s ix It, 1,3 E 5, is spa . + � bA a O(JN> 1,L IS b;( 1, E,%NN b AI e CA b AT to x b 1 s '_ U t s r b t, 5 1 b t= Ii T )r [. b.F 3 DO b. D. E�:b� t bes b.e z b., U b E b r r t tee' 1 5x i 5o b: bz //T'Sob Design a ¢ bA a r o a, /a L b., ,a.2 i vy i s. 2.s bt D.a D, ........ ..... "r a w fi.. e.r- �v�t,a�74��ro+� o O bs as D. z Es t= 5.v t, 1s !v Sz 5L to k ke 3.0 3 t,C t, 's in b. 1,7 FA L • b 00 O ., AN 6 _ IS / 2 2 I/Y • PIFE BP4CING E Go co 0 Z Wee T Q mz LIGHT POLE B � z 212 P PIPE BRACING 2 2 Lac • PIPE BRACING " oz P Ch�Gk�d CMI Q) E Q J O U N LL MU Fm & G� BpE' Re sons Pmod' 201231 Date: 2115/2013 Lax s as% Dmwmg LI AA 1 the LA group MSG' e ArCM1leclure P and E needn PC 9 g. AS Wng Nk No NAA,FSpMgs tw Yort 1288 P513'583AIW 11BA939180 UFMMgrWPFCm U In - e0 ne:e- N.S.IdSKETAIIANAUE, WN Yo R Stele EtlucoMn law ®AaLAGE NGGIS Design CMI Dram Moe ChecheU CMI N U m ` a ED O Go U o 2 O_ C N o U N Z OC US C ¢ m a m O G] o Ou o � 12C J OL ('UN> n5 O U CC a m >�m-R N AV Q e z IO m z CIO o Q C am AT O C) m W U_ n U F N RBVISIOnG 4 10 2013 PER TONN COMMENTS Project'. 201277 Date 2/15/2013 DIRWIng L -7 V F 3dd1l3 d It 9IZA x2s� 'a1 113 LANDS N/F OF RUTHERFORD r I I / b bL bL b b b be b b bz 5r / Arrangement LEE LANDS map OF Lumens /Lamp THORNE 9 AIIL SINGLE LL AN \ w`S LASS IF of THORNE - ZONE RURAL ,Olt A.I:.O.E. WEFUW DS ALL TIAL 3 ACRES (RR -3A) OFFICE (0) LHNAfER LURED CONCRETE NAME. AN CONCRETE 1BBED FINISH, \ \ 4C \t 1 I I I Luminaire Schadole Symbol b bL bL b b b be b b bz 5r Label Arrangement LEE b, b, De b D Dz Iz \D D 5. In tE b b+ bs be b, 1- Lumens /Lamp LL LL 9 .T 5= b, k� be De k.v ix�6s t¢ i t t,Efiv_b, $1 1 1 SINGLE 0.910 TLM- 25DHPSX % -SLFG 28000 •.O' R 32 B E.4'D.¢ b FA bn 4 2 . 21 b be L *z CA ]• 21 - So Iz to C( b y ., 0.81D TLM- 250- HPS_XX3SFG 28000 b. bs @'c - }Ea lt v 'k }0 e 1A' b sv b b.2 D S %A b.r 20 D SINGLE 0.810 TLM- 250.HPS- XX -5SFG 28000 F x b n b e b z ]. t v b y v b S. I, * 1 e S2 n k ],T IF, 1I b a b r bb b., 5.. E SINGLE 0.810 E° '.. MI P51 &533 KING I b 2s 1.z £ bz Tit b b bz bL�t be 2.e 3 2e Av ba b be 4•oE '].e b.e �. • a l Y \ rL bx b• An CA T.z 1.'b be D, b.F t , i„1I To is b5 Xc 1,i O. Dz WA T.e b.z GOORMWE POUCNOW OF DATE I IS EiSB3 CUE -COMPACTED SUB- be E.v b b e b a ]E 4 b b.e It t o tx b e .., 4.x t t a e vb z b r /z t.1 tr FENCE WRH OWNER / V 1 0 Y 3 r L Cfl10E. ! bx bx Ss tC 1, ON 4v to IA to t¢ +: kx kA '_ 5z to b,¢ h.lb 6.'b, b., tlo b.z t IF -O' I IF- s s5 " H m 'sa onatre b. z b, b b., b d ` 1.r E} ie ] t t is E ¢ 5 b bs I S Y by i b A B b b b, E.p D bz a bs i 1, 1 S, Se 5 n D A D b..1 5 n 5 2 1 b5 Dx D tD Orr A De b.v 3 VY P MPE MIL 3 SU b h,v De 5., b -i.l b.e b. b.z .z z `e I . 1r t 13 A., b's b 52 b3 `%,e b, r, s. s ix It, 1,3 E 5, is spa . + � bA t. 1,L IS b;( 1, E,%NN b AI e CA b AT to x b 1 s '_ U t s r b t, 5 1 b t= Ii T )r [. b.F bF E, b. D. E�:b� t bes b.e z b., by , b E b r r t tee' 1 5x i 5o b: bz //T'Sob Design a bA a r o a, /a L b., ,a.2 i vy i s. 2.s bt D.a D, ........ ..... "r a t D e C, ... e , 1 5 , 5 __ ro �r +•� ■ +,r+ +.. +, +. r r +,rer- r -re.r+ + 4. 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AN CONCRETE 1BBED FINISH, \ \ 4C \t 1 I I I Luminaire Schadole Symbol Qty Label Arrangement LEE Description Lumens /Lamp File 9 A SINGLE 0.910 TLM- 25DHPSX % -SLFG 28000 •.O' R 32 B SINGLE 0.81D TLM- 250- HPS_XX3SFG 28000 3 20 D SINGLE 0.810 TLM- 250.HPS- XX -5SFG 28000 F 80 E SINGLE 0.810 BRL -XX- 100 -HAS MI 13 the LA group Iardscape Arch BAN USA and Englrleering,PC 40Lag 4 NE seratcgBSHNng9 New YDOF12BSP P5 S 14B1DO F518r53]UIPo wmv.lereNNESUPmm eth eons aNN oN: e000menee 'nolAlon A Foar "M 111" New Ym451Le ELUCRwllar S Ne LA9raup.V 13 D63gn CMI Drawn OCR N WD J C J Ep U m o Ed Ed n_ c 0 N 0 IM o o U ro Z CE Q N a o z GO 0 a CE C) o 0 m O N a 0 (» 0 Q T � mZ z >_ oz H- (3) 0 O C J U Revisions GRAPHIC SCALE 20193 A At No An S f. y1s1 NUTS 213 1 gsn = gO fw Drawing L6.3 the LA group LaGd3 Aru5leclum Cape /4. 3 . 4 V a w<Krs Bc.Nri -r s:caR and En 'n n PC AS PER M ,ERtF.re[v V •.O' R J S j.AV- '% %"� - -- T $ 01I FIAIMED- B MNMJM DEPTH W 6' !' - -v y GRADE • J L • y, f A- A III FMT WRX TOM CAP P P• a IPTCX POST WITH TOP CAP P P51 &533 KING �. • a l Y \ COORDINATE POSRIOM GF GATE G GOORMWE POUCNOW OF DATE I IS EiSB3 CUE -COMPACTED SUB- FENCE WITH OWNER F FENCE WRH OWNER V 1 0 Y 3 r Cfl10E. ! ! / IF -O' I IF- s s5 " H m 'sa onatre 3 VY P MPE MIL 3 3 PIPE L M Gro >2 2' CUM. ` `" P/ - y ''R' -� E D Design a GROUNDING ROD. ED µ LONG, TYPICAL a µy DTavn MOB / 2 2 I/Y • PIFE BP4CING E E 1I2• s FIFE SPACING LIGHT POLE B BASE - POLE LIGHTS DETAIL / /I� L° ° ° " 2 212 P PIPE BRACING 2 2 Lac • PIPE BRACING " ""R `°" °` C Ch�Gk�d CMI mJ ° FIPCX lOP TO "TOM TOP TO L I ISONCTXIC VIEW ° r^ / \/ � ,7 A� • OMAN (1YP.1 POUR IttPJ °I IC BOLLARD LIGHT AS PER ; All ICRIe AUDAPE /(T�`� \� \yl.y`\� LOCKING E CLM a III° 9KCIFlCATIONS Cu• �X }A8ll2ATlON •P,,E BERM / / \ % % \ /�vs $PDOlE SECTION ADJER \ orJ.' /XMmrvrR l i CONCRETE UNJI 1.E BASE TO BE MANUFACTURERS AS PER = HWlYCF FG( IFEE CF FLUSH IN ALL SIDEWALK RECOMMENDATIONS R IXW�. SffiNR 4b LRAfS 35� ARV$ PRMIDE E%PAHGKKi SWtt r TEA SOAR CP4FK1. E__ T JOIMBoa F]S EFMG &IRK CI,P P CHAMFER IH KL LAWN S!M(v O31j. 11AASEED 4RADE CR PLPryi BED AREAS suF SIX !A n9! 5 fX 91DEWAL% ARW FlMISHED GRADE < ERIOSION CONTROL BLANKET SMALL • IAMN AREAS BE WESTERN E%CELISIOR MEL R-I OR NOT E ALL STEEL PIPE CONNECTIONS SHALL BE III FULL PENETRATION WELDS UTILIZING • 4PPg0VED EOVN'ALENT. IIII OGXK ELECTRODES MUNDANE INIMUM MONBFEd A \ EROSION CONTROL BLANKET DETAIL DOUBLE A -FRAME GATE DETAIL MINIMUM OEPTX OF 6' BELAY/ PROPOSED FIN19ME0 dUOE w X.i.S aL -4 - ISBNpAP. Br .%HERS v 5 /4• ROD x.T.s. SEE SKCIFI IMS 3' SQUARE • f IND o YXI•C ARCHON BOLTS AS PER CHANNEL IO -O- CFENIN4 MRUFACNREN ALUMINUM POST • RECOMMENDATION CUP • POURED CONCRETE BASE, XRDRAIL B POST SMALL BE I IoV 3000 P51 S STEEL !8' THICK WALL, PAINTED INAT RIMER 2 CWTS FLAT BLALM FACTORY B' COMPACTED GRAVEL BASE 4 APPLIED FNSX WCM W$ TO BE Y % "C' CIWXXEL \ PERFORTO MED IN MORAL FIELD K NECESSARY. COMPACTED S'UBGMDE GROUND Roo. AS PER /Y x T x IV FLAT REWMMENDATON wAW TRFAO "°TFO 6 To DNUx 2' -O' DI INSTALATIOUTTKUDAP IIRRSSPNFUnq,S SFE FENCE CETPUL b 11 14CAU I IMF Y FG Me r4 No. E 2' a. LIGHT POLE BASE DETAIL - BOLLARDS FACE, , PEPBN.TELB V- FOLING PECO'S sLAls 3/4' . ra IrvP.l �1 BIKE RACK DETAIL a TARE %SALLOW LUMNARE 3NABU 5 RG4E: x5 91APm nxNrx Iw-0' a MCONAw EgEGX R g B -P yIN. 19EE PW11 B' GULN TO PLAN ox Awm MIXRAW -NISOe Tg ED "p qE ANCXOP PoSEE Q' B O• p NE MORTAR IN FlNISM GRMC //""��OIAIN LIHYy TCP SELVKE vID E OCR POW PJ3T KNUCKLED •M • III -I ee. �.. - -- A . r _ .�y.�• AN °Mi MAT . Ix' SAC. WAY MIND XUE 3' x 5- Tgp Ay l - IA BAR MAT 2- AME BA4 Cat f LINE PTT iW ' ME Q' EKN WAY AND aN -F1NSM POE BASE .. A4 COIEA Fp( WAS.. 3' REEVE LINE PTT ' TEN . BAR COOINKTIW B e • Q) 44 BARS W IY IN t tl T TENSIW BAND WITI CARRIAGE NFASE BAR nN9 ORAL£ BO.» AND NUTS BOFTQI SELVAGE 4 •�� OMVEL 24• KNUCKLED _�. PRwIDE Ae. XABH . KRO55 TOP GP T ROUTING (4YPkA) e a - r C[NCRER PoIE ARE yINTL Bu» e `GJ '` " `\T „'..' NOTE: EL TREADS D ASECEDGE ER F X SH SEEPLANFORX MB OF TADS 3IXp PSI WKRTE 2' -0• E / - I ANG SING IV DIA T . TP. \ I 16r A 14AI. PATS 1 O/C HKK. �1CONCRETE STAIR DETAIL n LIGHT POLE DETAIL ��DUMPSTER ENCLOSURE DETAIL -,,M v- N.T.3. MI', PEDESTRIAN CROSSING DETAIL ° NT6. V SPACE. rvTs N U m J G1 ACE a SO o r U o.- CE Q_ C 0 N GO o � U `S, C Q N - m a m O N o O O LL O U N Ed O M 0 Q a C DO ^` o G W � D } U- O Q US O m W LL 3n 0-- En Revisions PER TOM COMMENTS Drawing L -8 FlNISM GRMC //""��OIAIN LIHYy TCP SELVKE vID E OCR POW PJ3T KNUCKLED •M • III -I ee. �.. - -- A . r _ .�y.�• AN °Mi MAT . Ix' SAC. WAY MIND XUE 3' x 5- Tgp Ay l - IA BAR MAT 2- AME BA4 Cat f LINE PTT iW ' ME Q' EKN WAY AND aN -F1NSM POE BASE .. A4 COIEA Fp( WAS.. 3' REEVE LINE PTT ' TEN . BAR COOINKTIW B e • Q) 44 BARS W IY IN t tl T TENSIW BAND WITI CARRIAGE NFASE BAR nN9 ORAL£ BO.» AND NUTS BOFTQI SELVAGE 4 •�� OMVEL 24• KNUCKLED _�. PRwIDE Ae. XABH . KRO55 TOP GP T ROUTING (4YPkA) e a - r C[NCRER PoIE ARE yINTL Bu» e `GJ '` " `\T „'..' NOTE: EL TREADS D ASECEDGE ER F X SH SEEPLANFORX MB OF TADS 3IXp PSI WKRTE 2' -0• E / - I ANG SING IV DIA T . TP. \ I 16r A 14AI. PATS 1 O/C HKK. �1CONCRETE STAIR DETAIL n LIGHT POLE DETAIL ��DUMPSTER ENCLOSURE DETAIL -,,M v- N.T.3. MI', PEDESTRIAN CROSSING DETAIL ° NT6. V SPACE. rvTs N U m J G1 ACE a SO o r U o.- CE Q_ C 0 N GO o � U `S, C Q N - m a m O N o O O LL O U N Ed O M 0 Q a C DO ^` o G W � D } U- O Q US O m W LL 3n 0-- En Revisions PER TOM COMMENTS Drawing L -8 3IXp PSI WKRTE 2' -0• E / - I ANG SING IV DIA T . TP. \ I 16r A 14AI. PATS 1 O/C HKK. �1CONCRETE STAIR DETAIL n LIGHT POLE DETAIL ��DUMPSTER ENCLOSURE DETAIL -,,M v- N.T.3. MI', PEDESTRIAN CROSSING DETAIL ° NT6. V SPACE. rvTs N U m J G1 ACE a SO o r U o.- CE Q_ C 0 N GO o � U `S, C Q N - m a m O N o O O LL O U N Ed O M 0 Q a C DO ^` o G W � D } U- O Q US O m W LL 3n 0-- En Revisions PER TOM COMMENTS Drawing L -8 �1CONCRETE STAIR DETAIL n LIGHT POLE DETAIL ��DUMPSTER ENCLOSURE DETAIL -,,M v- N.T.3. MI', PEDESTRIAN CROSSING DETAIL ° NT6. V SPACE. rvTs N U m J G1 ACE a SO o r U o.- CE Q_ C 0 N GO o � U `S, C Q N - m a m O N o O O LL O U N Ed O M 0 Q a C DO ^` o G W � D } U- O Q US O m W LL 3n 0-- En Revisions PER TOM COMMENTS Drawing L -8 1. GEM YA.,. MOLAR LETNA Cf W I TYPE P ACENE"T %FE ZY1f BELONB B- YX. ANCULM IM NFCIIAHICK pNSXFO a. CWPNDUCH PN£ ZONE SAO(FLL Q' .1. CLEAR SM(D IA OR 1 ufCNANLK COMER I W GRAVEL COMA.. K 1Rw. BAwFlLL YAX6 SFF IpIE FE XOIF NEOININILK IXYPALnaN 2'-B' MIN. Y-e• MIN. MASK RED AS FAO PREFERRED AS CLOVE FIRE HYDRANT. TO MATCH AS POSSIBLE A$ PoSSIBLE C64T IRON IMXXOU FRAME AND TOWN STANDARD - SEE UTILITY ACRES C. EOVEfl - $YNACUSE CASTING IMM9 OR 0.EM OPENNG REPROVED EQUVALENT FINISHED GRADE � BREAK FLANGE. TYR X029 PRECAST CONCRETE gUOE PINGS S Z I. FNK 1NwG1 BAWILL TO ASCII TO iADE. DONE. Y M B' r, CONCRETE TO RICK SHIM NO 1 a. N NUN -PARED NSAS ANK RCA N BAG WU_ SNNl BE EXCAVATED MATEMK FINISHED ECAS 4MDE E%TEHSIONISI b \ /^ y/ WNCRETE BRICK SHIM COURSE$ b PROPOSED FMisx GRADE MEN DETERMINED SUITABLE BY TIE BROKER OF IECGA: OIXFAM3 IT STALL RE USE PRECAST UNITS .h � \\ y. - OR E%19iIHG GROVND LIRE XYSOOT TYPE 1 QTEM N0. ..I). MM ... MDCTM CEPA TY SMALL BE . '� \ PERCENT r / �/ \ I.A. N PAM➢ AREAS, %HK 1xwCX BAIXTLL SHALL BE N1910T TAPE I (HEM H0. DON 02. W MCgfED FRICTION LEXNN SMALL BE BS FFMTNi. M E. Kl RPE �WE BELLING PIPE ZONE BAGI %LL AMID MAL RICAN BM161LL SMALL BE ECCENTRIC A PLACID IN 6 NOT MAX. CONTACTED HIM ALL BMW WHO SAWILL MARERINS CORE -e �Y �h\ � TELESCOPIC PATTERN SMNL BE MEWNXCALLY CWPAChD TO WE SAGAIDCION OF ME ENGINEER. 9ECTON y/ \y y PRECAST CONCRETE SECTIONS - VALVE BOX AS J KG.. SMALL BE KEPT DRY AND DEWARRID AT MAD TIMES. � � A'WS v.EE AT 28 DAYS. AIR- SPECIFIED W a DUCHUZ IRON PPE LEAD F /^� EMMIXE ZOCANITnON BACIIFILL ILL. 62. D -c-U. Tl9 REINFORCED PLASTIC NON-$LIP i�� /• , /`% AND COMPAttFJN STEP$ PER XYSDOT SECTOR FOR SANRANY MANHOLE AS SPECIFIED QI S /G'A TXRFAOEC TIE RODS'. Y2e-02.01 \ J.. E l /� ,pM1T3 BVIYL SEALED - APPLYLAOn COSTS OFSLOK ITAR 6 NDUSTI3Y STD. OR A.O.S.E. EPOKY PAINT I.I. tv ASSEMBLY 120 NIL9 MIN. DPT UNN RESTORAnUI PORT. y FOR SANTINI MA...11 a- TYPE R6Efl IE y� FLEXIBLE MEMBRANE SLEEVE FOR TOiALI. }YP. TWSOL l YFD HEM P.T. E LETNL SECTION E AS STEOfED <y(%�y 6 PIPE i0 MEET ASTM SPED "J.C-92J TEE a S TMA (NOT DflAWIHG3 RE") T USED AMC AS "SUBSTITU PTO RODSE i5 •`t 9VWASE MATT; PETER /,\ t <.. m Y/ TO NEW PNIi. CE i.VL \\^ `O 0.flpip.IXREPERALIN REINFORCEMENT M lI / + \% e WATER MYN -ROPER i0 PLAINS k ° /\ NCW PSI CONCRETE BEXCHWALL FOR T ' N MEI METAILC XIEHRIpMW C a SANITARY MANHOLE < a CMS Y' NMXWO TAPE M f�X ITS 3,00° P91 MS. CAST-IN-PLFCE a p .3 °Y iNA IRENCII BAq(il1 / \ SIZE AND LOCATION OF PIPES UNEXCAVATED/ CONCRETE iXflWT BLOCK O (SE NOTE) BOTROM - \\. AO 9PEGFIED UN06TU1@EO EARTH - 12 y; SECTION / h • n HXDSTUREED'ahn. PEACE Y MIN, WSTIW b \ $AD 1NCM HALx51 OR "GPIOAIL OX AOB.E. • ''"ii - MATEMK ON R A OF 9l �' ` L '&b'- yM MECHANICAL JOINT DUCTILE MAN ✓f F ' .AE, IHSIUTw . \. \�/ / T y° ¢� i Y'- tl \ UNDISTRI WBLAAOE OR ADDITIONAL EE. AND MECHANICAL JOINT RETNXER g - N /V"1 f `� N 'P rP�. SR S GLANDS FOR WO E9W 8 DUCTILE FREE ANNE 6.1IXRLL / a� - - 4 D"' " FOUNDATION STONE A.O.B.e. 4 X, /. • _•� • :.- �, ° ° " Tl_ RGx PLAN Sa srcclFlED -0' MME BY 2- I. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SMALL MEET 2' 010. M 3' DEEP .. M. ON BDNA. AWSHT01@O -GA WHEEL LOADING REQUIREMENTS CRUSHED STONE $ S D DRAINAGE PIT WE E} 't F ✓ MASH AT ALL AHT9 iXSTALU ED Ix CUY OR Q'MRA' YJLID PRECAST 8` • MECXAHICAL.NXNT CWSKD STONE 2. SEMEN MANHOLES UNDER 5' DEEP TSMXe8 AND SNXF81 SHALL HAVE A IMPERVIOUS $GL CONCRETE BLWKS LAB' REMUE"T TWICE VALVE PIPE BEDDING. AM ZONE BED IN0 KARL x -20 RATED FIT TOP INSTEAD OF A W"E SECTION. MIN. THICK B ILL RETAINER GLANDS. AS SPECIFIED AS SPECIFIED PPE 0.D. 4 2f ° SANITARY SEWER MANHOLE 4 WAIT RG 8 FIRE HYDRANT GgAE_XRS WATER/SANITARY SEWER PIPE TRENCH -IF N7 e- sAmT MM SrANEEW SEFL SNAP I9T MAxuFAEIVRERs PROPOSED FINISH GRADE AT MEN DAID fl(MAC 1 TAPE LENGTH NIB -O MIPUT 01 SAIGHAG GWUND LINE NWSIMES. INC. TELESCOPIC PART ERN VALVE y�ME MIN. 4' NUN.�y YEOTANMAL BOX (£R CAMPUS STANDARD MECHANICAL JOINT TAPPING 1 IJ'Ni C'V SLEEVE B NJ. RETAINER GLANDS. SEMTn PLAN SENOR ILEPdL WE AS REQUIRED O O EASTING IS'. ECMNIICIL PIPE WATER NOUN ISSN ME _ _FI"SNED GRADE JONT a EPIANMK •VNi ' GEAIWT FRAME 8 COMA - QI 3 /a' s THREADED TIE RODS. SLIGHT ING MI". CAST-W-PICE t GALE VKM CAPITOL POIHOIY SIA55 CM NS OR 22 I ®1 Y Me WASHERS B NUTS AS SPECIFIERS _ COICRERE IINO.T BLOCK START IESTRANT CE ("W -M AMEAT BEARNG BRACT NH0 APPLY (2) COATS OF COAL TAN RECD JOSE. 4y.. Moo PNNT FOLLOWING ITS, R 1 /N' ON 2' ASSEMBLY 120 MILE MIN. GET pp 1/q UERD WL 4CTL 3% MIND (1/4' PEE FWn roTAJ. TW. M. AS ADxI MASSU MIUL 'DINT CARS V'4Ma O° _- PIPE ONOgxO AS IEO'0 RETAINER GLAND FOP DIP PHIL AS REGB. �� . M - �._.�y� ON051UMIBEO sue -cPUF B P DIP mL GET 5 VALVE LAYOUT WATER MAN FOR FNE UXDMCAVpTED/ iRORECRION OR 4' • ISTURBED EARTH D.I.P. (CL War FOR SuLF Nis DOMESTIC WATER /. c {'.; "', r. 5r'• • 'M912•S PEA FOOT ARE 7 CONNECTION TO EXISTING SEWER nl VLSI , aulxEL DEVM SFALF NTs E G CRUSHED STONE 2• K Q. SOLID PREEASi IC M NECNWI AL JKMW TAPPING xMRT PoPE So. CONCRETE BLWKS (B' VALVE 8 4d RETANER IXAXDB. MIN RLD. FINISHED CAADE CAST INCH MANHOLE COVER WATER SERVICE CONNECTION 3/.XEDNAIfPPE 4CONWBBANAID„Ng1wALL pxDiMME 2 E- SECTION B -B ONU E BRICK SHIM WURSEOP CONE /2 ( R I[$1(Iy VA(DJDILKI$E MENSKK1l9 �..'Y NO R°'JfING FELT T lw MYI Y! PPE NMECIKN - jG_MN125 "" Ni0 Yx T9. ONNE 1XNISr ON r,� FGTEE NNU> B� e N L'�`�iT. - \ MICflEE ECCENTRIC! ':/ -- A-UST NOTES: N Mux GONE �.�' PRECASTWNERETESELTI0H4- .TJ s5alax b r . € NO]( (SEE A 9' I,y AF A i` \? SLtEp"IE) .CAP } 4.KOA .VU Nax N W lxFit wx ERR TwYw.A.A OINx L - f <,. y m \ S M K YMW R"�VNOSMFLED fy fir. ` t RISER o j\` °• O'f OPENING iXflOUGX PRECAST SECTION SECTION A -A \T�l 5p1L w� •AU i'. B Y 1 PLAN (TOM) M.MIwMm am A "Y OI.M ANSPAWIX °4'��wM°` {AI° > MOTION /`/� RAMPAGED BY MANUFACTURER AMPAN igtll SIWM 0.NM Q CIRCUMFERENTIAL REINFORCEMENT �/✓ .� 4 -B LD. WON D Q A No PER ux rt MIN. A. uvml mu 11 w m z wmm non dam. W Nlvv. aF.i U_mlrtY MAUI IMiL YMIM.TWO4NL 8 WOOD p N. CONCRETE SENCXWALL FOR NAI _ !: EX 91 ING SAN TMY SEWER PIPE _ 1a xYR nNK.1F. NN ONF -MAr NMRT PLAN MULTIPLE WMn +L M CONCRETE THRUST eLCCK$ NIGH 0.8 DEATHS FORM 9KVM g f 9AwEUi AND REMOVE IXISIN) ARE .� REQUIRED BEARING AREAS S DIMENSIONS FOR As REOWfl2D r OF NPFFLENT Sg CORM M A �a \ "'II' NOTE: RETNNNG QANDS MLEPTA1lE FON USE AS APPROMD BY an ENCHMS. AERC£NCY .Sin. REV. -SEST (- FORD WnET STRUCTURE RCP OF FORESTAY EEEV -.e.D STONE DVERFLOA HEIR BED. -.5.] ON ` a' MICN LUY INBT 1V MCE %LIB- MAY DEPTH! POCKET POND (SMP -8) EYERGEIIEY ST LLWAY EEEV -.PO POND WTLEi 51FVCTURE POCKET POND TWA OF FOR Y ELEV SOI SINE ORMANIN MflA EHTV- d59.]9 AWATC AM DEN ,5 AGE % 1ST- RAN DEPTH SEE vB HIM)Bw0 X, HAND WEN. 22-1 1 e 111 1 - ANA glgNgOg m gLppw4 „ LNw9wS m A 0•Iw9W3 gYEX9ON5 DOES Fr O.L Fr OIIL DAL DKL O.L • 32 15.25 Ae 20.25 24 I5. 20 13 1.O.tA P• 03.13 0 0.3 30.10 BO 50.4.0 4] 20.3.3 31 15.1.5 11 IOK16 A, Ne Sb K SA 1 1.1 x0. Ls BN 20. So s4 I5 X 2s n I0. 20 IS 1 IS] AS .15 11.01 . LS -1 12AA4D 30 20.25 11.1 t.. K 20 $IOWDRIN W I $IOWDRIN IERTSH SEAL R ES 1 PFR iWi MI /Y ( ) FILL DRONING RINK WIN P PE WITH BRICK .. RIN AUOR MN BO TO 1X0 HCH SXR NK MORTAR IXMRi IN 9ECTNIH b •. • • • • \ W TOOTHED CONCRETE SLAB BABE P10' MIN. i0 Z' NAC ". rRo'S ..'. +'m o""` - LAY CRUSHED STONE 2' NOMINAL SIZE COVERT WT "-d'.e "L4C 'HE'o M'+ OR GRADATION AO.aE. P,r y. ° 4 Y, y d °rya Ya SMN° '. •6 UNDISTURBED SIIBGMDE OR ADDITIONAL --R BEO OUNOITIOH STONE A.O.B.E. STANDARD NMRL AIWM ONW HAVER RILR SECTION A -A B $ MANHOLE BENCHWALL aULE.NTS 9 SANITARY SEWER DOGHOUSE MANHOLE SLALaN,G ANN 3 TH11IOemacn "d'T e' N A -1 WnET LCNIRO_ SMUCNRE pl 2' CASTLE u• Y TO WFEE WN1RLL SRRULNRE ti: t -GRFlLE .16' -� On T COl1ROL STRUCTURE 0: 1- MADE .].O' ORIFIDETAIL naMIGRAX 12' MILK STONE RIPRAP ILL (UGH" FROM CULVERT WHET TO BORW M POKER. FLOW REPLACE. CATCH BASH II 6 0 INI£T NOTES FDA t S WHOM. BOLA (TN.) PLANT PALLETE GIGGED. i OORGI L NW MR SHALL BE YT AT A W"OCATM1 CHAP ITNATCCHSRSMALLL BE IEVEL PTO TM X TS STAKED N FIELD GRACE WL ANFp¢ RE "XFdCADED ABED F.. U NOr OSID SNNL VE HTV'ELF N AL GRECFXOXS I EYwi YAL R PRETEXT A AN p B• PU TIED AS Ar OMAN ID[" - CHINA CONCRETE EXXON GMR MM V. aPENINC Fro OcsN � �_ 1 d BIB S' YGLC" UYw mHn L AREA INSiAI . W PLAXTN6 W. WIN ANDUR SIZE Ma1L"Uw POWN FABRIC, CNE NAMPED \ USTALINP �°.� �,,.•n - NA,W. LAFFI N mA= -INS QUREi WL M11 mwx. wSewy {. wrnw o:w ee ie LL ANU l¢ u:nl mu<r.wrs. - ANNUAL ANAS AD APEAD GPAH E1EVW] 5 GOES EI£V-SBS.B' °IµSwM°- 1flU.�'Sm AN DLLPLA 1.. NT MAEFDAIS SMALL BE SEtECEB FROM RAIN GARDEN PLANT PAIIETHE 2 PLANTS SMALL BE ARRANGED IN NATURAL RANDOM MANXw, 3 SMW AND SPACING SHALL BE WE HI LOM9. SNWBS "A SPACING SHALL BE 5 PF ON I PER 25 ADEPT, MN SIZE SHALL BE 3 CAL :TYRE BACKILI: NFa M IT SETTCT CAPSULAR % SPpCNC SHALL BE OM OC OR H PUNT PER < SP FT MIN. SIZE SMALL BE H CAL }� 5� flLL COMPJIM E i0 MIN. . \ (SASH O�ISfi "w51tt TOP j .BR.YSPILLMAY D ;oe`a^Y � STCPMYX9TPIPEIXIER BIORETENTION /RAIN GARDEN DETAIL EIEV. -.BS' sSTTLNE OMRROw WEIR N.T.S. POND OUTLET STRUCTURE -X9.s 12 SUMP. LET �Mwux SEU SR, PENEBAY secnoN 41 •• J 1 GEV_.].B _.. BDTTW OF FDRPR.Y .Rn 6 OUTLET CONTROL STRUCTURE ` \\ ` 1T MILK SLC1£ RIEAAP FILL N.R.S. (Uwn MOM WLMAT MEET TO Air REACH BOTTOM of FgEbAY 11' MOE % UP A. DEPTH VETS. HEAVY DUTY FRAME AND RANGE GVIPBELL X0. .168 CA APPRON➢ EQUAL FINISHED TRADE PRECAST GRADE NINA (Y YIN.) STORM SEVEN AND TO OE MWTAREB IN PLACE a' X-6. x z -B- COMREE MANNQE AT SANDS ON a CANOE EDSTAND NOE'. I. ALL CATCH BASINS TO TO BE ACED IN ANY TRADED AREAS SINL MECT NYEDOT WpWAY LOADING N -20. LSHALLOW CATCH BASIN DETAIL OF DEEP OR LESS) CLIENT e BUILDING DRAIN DETAIL .T.S. 13 the LA group andscBW ARllilellVie and Engineering, PC PC Alw SAIGHO San New YXF GN HO Oat Pa. 1m'tlo nIAA Nlxl NSew reWaua IewYM SAW EANDANDE, law 'vNOIAG LPAFI3 :hacked CMI iu J (Cp a �E m DO m m L a C 0 N aW U `m Z Q Q N 0- mom O W M _ c- Q U N O ED Y O ¢ a ED III O ¢ GO n N J m Z H � � W (_ �O U 0, J LY (n 0-- M) R.TNXUa 4� PER NVM COMMENTS P,aa 201277 Date: 2/15/2013 Drawing LI the LA group landscape kchliecture and EngiWging, PC OLDNE'dw $arabga SPM1ng3 New YOM 12Bfi5 , ne lu"ed tl lu,NY WIA 1 tln'D Ilse rKbtl W°wY Had" N. III B PON law OLD, U U11I SEA Checked CMI So O J IS SO a O O rUa O SO O M 2 a C 0 Co LL oW Q-) m2 Ir � d m At oom o Ed j O N EL. O U N a 0 IT IS PIT Y (J O ¢ a C_ m 06 ED OR � T Q 0 T } W 5 - L L W C o Q f� nV Z Revisions 4/10/2013 PER TOWN COMMENTS LIGHTS, L -11 AN N' LUDO. SEED V.VBES FlWST l %- I 12- 1 nl 12• TOP AS Y 13 THICK MAT OF SIGNE FEEL (UGHn GFORExnEC SEPnRAnGN PANIC STONE OVERFLOW WEIR /EMERGENCY SPILLWAY R60YD PHONED REALE- SEF PLpHS xLPE FVIdD STD EEPROM MM CCMNEAA_ CM OUT YplO11XC cgOAT CLRXUGI.nGIS Y xAVNc Ngl(N LQ PIECE IF OlE%n1E SEPAPATM MEWL SECTION VIEW PLAN VIEW 3 FLAREL^ -END SECTION Mrs FRA E .STD COMA FMSyAy OTADE PAR CONLHR Po9 E SET IN FULL OD OF 4C b HER NA WRIT FREE r, DE f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 W I 3 TH11IOemacn "d'T e' N A -1 WnET LCNIRO_ SMUCNRE pl 2' CASTLE u• Y TO WFEE WN1RLL SRRULNRE ti: t -GRFlLE .16' -� On T COl1ROL STRUCTURE 0: 1- MADE .].O' ORIFIDETAIL naMIGRAX 12' MILK STONE RIPRAP ILL (UGH" FROM CULVERT WHET TO BORW M POKER. FLOW REPLACE. CATCH BASH II 6 0 INI£T NOTES FDA t S WHOM. BOLA (TN.) PLANT PALLETE GIGGED. i OORGI L NW MR SHALL BE YT AT A W"OCATM1 CHAP ITNATCCHSRSMALLL BE IEVEL PTO TM X TS STAKED N FIELD GRACE WL ANFp¢ RE "XFdCADED ABED F.. U NOr OSID SNNL VE HTV'ELF N AL GRECFXOXS I EYwi YAL R PRETEXT A AN p B• PU TIED AS Ar OMAN ID[" - CHINA CONCRETE EXXON GMR MM V. aPENINC Fro OcsN � �_ 1 d BIB S' YGLC" UYw mHn L AREA INSiAI . W PLAXTN6 W. WIN ANDUR SIZE Ma1L"Uw POWN FABRIC, CNE NAMPED \ USTALINP �°.� �,,.•n - NA,W. LAFFI N mA= -INS QUREi WL M11 mwx. wSewy {. wrnw o:w ee ie LL ANU l¢ u:nl mu<r.wrs. - ANNUAL ANAS AD APEAD GPAH E1EVW] 5 GOES EI£V-SBS.B' °IµSwM°- 1flU.�'Sm AN DLLPLA 1.. NT MAEFDAIS SMALL BE SEtECEB FROM RAIN GARDEN PLANT PAIIETHE 2 PLANTS SMALL BE ARRANGED IN NATURAL RANDOM MANXw, 3 SMW AND SPACING SHALL BE WE HI LOM9. SNWBS "A SPACING SHALL BE 5 PF ON I PER 25 ADEPT, MN SIZE SHALL BE 3 CAL :TYRE BACKILI: NFa M IT SETTCT CAPSULAR % SPpCNC SHALL BE OM OC OR H PUNT PER < SP FT MIN. SIZE SMALL BE H CAL }� 5� flLL COMPJIM E i0 MIN. . \ (SASH O�ISfi "w51tt TOP j .BR.YSPILLMAY D ;oe`a^Y � STCPMYX9TPIPEIXIER BIORETENTION /RAIN GARDEN DETAIL EIEV. -.BS' sSTTLNE OMRROw WEIR N.T.S. POND OUTLET STRUCTURE -X9.s 12 SUMP. LET �Mwux SEU SR, PENEBAY secnoN 41 •• J 1 GEV_.].B _.. BDTTW OF FDRPR.Y .Rn 6 OUTLET CONTROL STRUCTURE ` \\ ` 1T MILK SLC1£ RIEAAP FILL N.R.S. (Uwn MOM WLMAT MEET TO Air REACH BOTTOM of FgEbAY 11' MOE % UP A. DEPTH VETS. HEAVY DUTY FRAME AND RANGE GVIPBELL X0. .168 CA APPRON➢ EQUAL FINISHED TRADE PRECAST GRADE NINA (Y YIN.) STORM SEVEN AND TO OE MWTAREB IN PLACE a' X-6. x z -B- COMREE MANNQE AT SANDS ON a CANOE EDSTAND NOE'. I. ALL CATCH BASINS TO TO BE ACED IN ANY TRADED AREAS SINL MECT NYEDOT WpWAY LOADING N -20. LSHALLOW CATCH BASIN DETAIL OF DEEP OR LESS) CLIENT e BUILDING DRAIN DETAIL .T.S. 13 the LA group andscBW ARllilellVie and Engineering, PC PC Alw SAIGHO San New YXF GN HO Oat Pa. 1m'tlo nIAA Nlxl NSew reWaua IewYM SAW EANDANDE, law 'vNOIAG LPAFI3 :hacked CMI iu J (Cp a �E m DO m m L a C 0 N aW U `m Z Q Q N 0- mom O W M _ c- Q U N O ED Y O ¢ a ED III O ¢ GO n N J m Z H � � W (_ �O U 0, J LY (n 0-- M) R.TNXUa 4� PER NVM COMMENTS P,aa 201277 Date: 2/15/2013 Drawing LI the LA group landscape kchliecture and EngiWging, PC OLDNE'dw $arabga SPM1ng3 New YOM 12Bfi5 , ne lu"ed tl lu,NY WIA 1 tln'D Ilse rKbtl W°wY Had" N. III B PON law OLD, U U11I SEA Checked CMI So O J IS SO a O O rUa O SO O M 2 a C 0 Co LL oW Q-) m2 Ir � d m At oom o Ed j O N EL. O U N a 0 IT IS PIT Y (J O ¢ a C_ m 06 ED OR � T Q 0 T } W 5 - L L W C o Q f� nV Z Revisions 4/10/2013 PER TOWN COMMENTS LIGHTS, L -11 AN N' LUDO. SEED V.VBES FlWST l %- I 12- 1 nl 12• TOP AS Y 13 THICK MAT OF SIGNE FEEL (UGHn GFORExnEC SEPnRAnGN PANIC STONE OVERFLOW WEIR /EMERGENCY SPILLWAY R60YD PHONED REALE- SEF PLpHS xLPE FVIdD STD EEPROM MM CCMNEAA_ CM OUT YplO11XC cgOAT CLRXUGI.nGIS Y xAVNc Ngl(N LQ PIECE IF OlE%n1E SEPAPATM MEWL SECTION VIEW PLAN VIEW 3 FLAREL^ -END SECTION Mrs FRA E .STD COMA FMSyAy OTADE PAR CONLHR Po9 E SET IN FULL OD OF 4C b HER NA WRIT FREE r, DE f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 }� 5� flLL COMPJIM E i0 MIN. . \ (SASH O�ISfi "w51tt TOP j .BR.YSPILLMAY D ;oe`a^Y � STCPMYX9TPIPEIXIER BIORETENTION /RAIN GARDEN DETAIL EIEV. -.BS' sSTTLNE OMRROw WEIR N.T.S. POND OUTLET STRUCTURE -X9.s 12 SUMP. LET �Mwux SEU SR, PENEBAY secnoN 41 •• J 1 GEV_.].B _.. BDTTW OF FDRPR.Y .Rn 6 OUTLET CONTROL STRUCTURE ` \\ ` 1T MILK SLC1£ RIEAAP FILL N.R.S. (Uwn MOM WLMAT MEET TO Air REACH BOTTOM of FgEbAY 11' MOE % UP A. DEPTH VETS. HEAVY DUTY FRAME AND RANGE GVIPBELL X0. .168 CA APPRON➢ EQUAL FINISHED TRADE PRECAST GRADE NINA (Y YIN.) STORM SEVEN AND TO OE MWTAREB IN PLACE a' X-6. x z -B- COMREE MANNQE AT SANDS ON a CANOE EDSTAND NOE'. I. ALL CATCH BASINS TO TO BE ACED IN ANY TRADED AREAS SINL MECT NYEDOT WpWAY LOADING N -20. LSHALLOW CATCH BASIN DETAIL OF DEEP OR LESS) CLIENT e BUILDING DRAIN DETAIL .T.S. 13 the LA group andscBW ARllilellVie and Engineering, PC PC Alw SAIGHO San New YXF GN HO Oat Pa. 1m'tlo nIAA Nlxl NSew reWaua IewYM SAW EANDANDE, law 'vNOIAG LPAFI3 :hacked CMI iu J (Cp a �E m DO m m L a C 0 N aW U `m Z Q Q N 0- mom O W M _ c- Q U N O ED Y O ¢ a ED III O ¢ GO n N J m Z H � � W (_ �O U 0, J LY (n 0-- M) R.TNXUa 4� PER NVM COMMENTS P,aa 201277 Date: 2/15/2013 Drawing LI the LA group landscape kchliecture and EngiWging, PC OLDNE'dw $arabga SPM1ng3 New YOM 12Bfi5 , ne lu"ed tl lu,NY WIA 1 tln'D Ilse rKbtl W°wY Had" N. III B PON law OLD, U U11I SEA Checked CMI So O J IS SO a O O rUa O SO O M 2 a C 0 Co LL oW Q-) m2 Ir � d m At oom o Ed j O N EL. O U N a 0 IT IS PIT Y (J O ¢ a C_ m 06 ED OR � T Q 0 T } W 5 - L L W C o Q f� nV Z Revisions 4/10/2013 PER TOWN COMMENTS LIGHTS, L -11 AN N' LUDO. SEED V.VBES FlWST l %- I 12- 1 nl 12• TOP AS Y 13 THICK MAT OF SIGNE FEEL (UGHn GFORExnEC SEPnRAnGN PANIC STONE OVERFLOW WEIR /EMERGENCY SPILLWAY R60YD PHONED REALE- SEF PLpHS xLPE FVIdD STD EEPROM MM CCMNEAA_ CM OUT YplO11XC cgOAT CLRXUGI.nGIS Y xAVNc Ngl(N LQ PIECE IF OlE%n1E SEPAPATM MEWL SECTION VIEW PLAN VIEW 3 FLAREL^ -END SECTION Mrs FRA E .STD COMA FMSyAy OTADE PAR CONLHR Po9 E SET IN FULL OD OF 4C b HER NA WRIT FREE r, DE f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 CLIENT e BUILDING DRAIN DETAIL .T.S. 13 the LA group andscBW ARllilellVie and Engineering, PC PC Alw SAIGHO San New YXF GN HO Oat Pa. 1m'tlo nIAA Nlxl NSew reWaua IewYM SAW EANDANDE, law 'vNOIAG LPAFI3 :hacked CMI iu J (Cp a �E m DO m m L a C 0 N aW U `m Z Q Q N 0- mom O W M _ c- Q U N O ED Y O ¢ a ED III O ¢ GO n N J m Z H � � W (_ �O U 0, J LY (n 0-- M) R.TNXUa 4� PER NVM COMMENTS P,aa 201277 Date: 2/15/2013 Drawing LI the LA group landscape kchliecture and EngiWging, PC OLDNE'dw $arabga SPM1ng3 New YOM 12Bfi5 , ne lu"ed tl lu,NY WIA 1 tln'D Ilse rKbtl W°wY Had" N. III B PON law OLD, U U11I SEA Checked CMI So O J IS SO a O O rUa O SO O M 2 a C 0 Co LL oW Q-) m2 Ir � d m At oom o Ed j O N EL. O U N a 0 IT IS PIT Y (J O ¢ a C_ m 06 ED OR � T Q 0 T } W 5 - L L W C o Q f� nV Z Revisions 4/10/2013 PER TOWN COMMENTS LIGHTS, L -11 AN N' LUDO. SEED V.VBES FlWST l %- I 12- 1 nl 12• TOP AS Y 13 THICK MAT OF SIGNE FEEL (UGHn GFORExnEC SEPnRAnGN PANIC STONE OVERFLOW WEIR /EMERGENCY SPILLWAY R60YD PHONED REALE- SEF PLpHS xLPE FVIdD STD EEPROM MM CCMNEAA_ CM OUT YplO11XC cgOAT CLRXUGI.nGIS Y xAVNc Ngl(N LQ PIECE IF OlE%n1E SEPAPATM MEWL SECTION VIEW PLAN VIEW 3 FLAREL^ -END SECTION Mrs FRA E .STD COMA FMSyAy OTADE PAR CONLHR Po9 E SET IN FULL OD OF 4C b HER NA WRIT FREE r, DE f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 PLAN VIEW 3 FLAREL^ -END SECTION Mrs FRA E .STD COMA FMSyAy OTADE PAR CONLHR Po9 E SET IN FULL OD OF 4C b HER NA WRIT FREE r, DE f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 f� PIECASTPCOOPER AY nc ON APPROMD EQUAL PRECAST C DRYWELL DI B Ei T' CIF "�L m I TCA UP POROSITY PIPE 00 2s' - 91P 2 -YZa MIH SAA J -.0.0 WAR 4 -37Y SEEM OEPTX MATERIAL METXW OF S.P - +JMO PICENEM PIPE ZONE WELDING PIPE 002 CRUSHED STONE MECHANICAL LOMPA[Tpp AM ZONE SACKFUL 12' MIN. SAND MEN NRA_ S 001 COMPACTpN RARE SEE NOTE MECHANICAL FINAL TRENCH BpLKFlLL 9 J WMPITCTIOX tlDIfS II FINAL TRENCH BALKFAL al IN NON -0pVEO AREAS, FINAL TRENCH BpCKFILL SHALL BE EXCAVATED MATERIAL MEN DETERMINED SUITABLE BY THE ENGINEER OF RECORDS OTHERWISE R SMALL BE AS SPEORIEO. bl IN PAVED AEXCA FINAL OR RTED,1 BSCAFFUL SHALL ON BE SELECT BACKFILL MATERIAL REMOVED - OO 9 F B TNITX SOY FIME9 112 IwEI FROM ME E%UVpnOH OR IMPORTED. Tllii WMNNB LESS IS SCREENED TO REMOVE STAGES UTTER THAN B`. ITHD 19 FREE OF NIICX OflGITXk9. AND IHfT WLVfM OTHER DELETERIOUS MITTEMPLS. it AND FINAL TflENL„ BACKRLL SMALL BE 21 NL PIPE ZONE BEDDING, PIEE ZONE BACK LL ODIH6 AND BA GINEE MATERIALS PLACED IN 8 INCH MIT%INVN. WMPITCTFD LIFi9. ALL BE Q' MKR $MME COMPACTED TO THE REI AT ALL OF DU ENGINEER. SMALL BE MECHANICALLY C N RgTAP F11 (VOITI JI EUVITIDH SMALL BE KEPI OflY AND DEWITEREO AT ALL TIMES DURING TRENGUXB FROM C10.MRt BOTZW CP FCAEBAY Ea$ OPERATIONS. Wl1ET i0 BOTTOM SIP- 2-]80.0 OF FOYAY SP -}.1.0 4P- 3]x0 SEIXMwT iCREBAY AR -SI I 14 2 TYPICAL STORM DRAIN TRENCH /-, INFILTRATION BASIN DETAIL �7e BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 BUILDING RWF LEADER 12' ALUMIHVM EWING PROPOSED WAGE WASHED COBBLES .a I- f -... - BLDB. 2 ELEVA 3W.O Ofl SPLASH BLOCKS DENIES LAB SOL MEDIA S' 30.. CURET AM FOUNDATION WALL 'MINE IN SLOPE' FILTER FABRIC MINAFI ICON DH PROVED ED EOUEOVAL DRAINAGE STONE gfALE DSCMARGE - - -J C' PERPIRATED UNDER °UX Tn' NOTE 1. SOIL MEDIA NFlLTNATION RATE 12° PER HWfl MEDIA TO CONSIST OF Td% SAND. (100% 44SING Y SIEVE 5% AMAZING NO 200 SEVEN AND SG% TOPSOIL MSS ORGANIC MATERALL 2 VEGETATION SELECTED SMALL BE IN ACCORDANCE WITH NYSDEC STOR AVATER MANUAL AND OE RELAL VELY SELF SVSTAH NG AND ADAPTABLE ALL PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONE FOOT CENTERS �STORMWATER PLANTER DETAIL t M.T.S. A� ASPHALT PAVEMENT FINISHED GRADE G IL1 A the A.Y DRAINAGE STONE Yo ° FILTER FABRIC MIPAI MO N OR APPROVED EQUAL ALONE DIAPHRAGM DETAIL X.iA. 1/Z E (1DYJ P Piz L (3Dt.J f WATER /SEWER CROSSING x.T.S s SPIN IR 3 MY lar CEMENT FORM ALL `A`NQ FRAME a' -C DMN. 5 PAMwi WAS. N2GST CONCRETE SELECT WA9LLAN ..ML %PE SOE k I" ACCORDANCE MM ME W1ENTE AS 9PEOFIWnOxS W WCYED RI :I; k ACRE R.WS PFN PLAN (1y% LAY SUMP KCB -N -SEAL ON CEMENT MEPTM IF •A 591£gME9 FMCASI CONCRETE INTEGRAL 1YN' rA WALL Aa BASE XUGWA ,: n at.uNa IF 13' CAVSTEN STONE �BAS COIPAERED WIIgTALf CAUGHT BRAN SLFPS 0.Y'0.YMLR PCLWRCPRENE PLASTIC E"CAMUUED N ASSET MUS CHILE SO SRELT. 6 CATCH BASIN DETAIL RENSTANDICANT N.T. TCPSpL FRAME AND GRATE GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 GEORETTLE SPARA OM FOHTIC SUMSE MR MAP 2 -.z.5 9N J -.N.S AMP M3]a.5 SIP 5 -J]3.] 4 f r 71 z ROTE: ORANS ro/IL ronz YGNI NO YDNN SMAL NAVE AN IC BEEP SUMP YARD DRAIN DETAIL N.T.S. TCP OF BASIN SIP 2 -M] 0 MA pO:NCY 59LLYMY OIP J =X5.0 P- 3 -]B2. ]3 wv -J]GO sMM13 -JDAS MP -h3]0.5 SNP- ASS SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12 SAW 4-374.0 TECE NATM .1 00 NOT COMPACT /t the LA group LGOOSORT, AChIT:siUre and Engineering, PC W O'Alley sarzloEa 9Dlloa3 WAYOMI2B]5 P 510/52]8100 F S SASS "' BD IIMI�ouD ERIN u D - . orra,FIT AGEN Ns EaurNE or OheckGd CMI PC � C Fa E �o SO W Lao m 2 d C ¢ do o QU `z Q In a MCI m o W O O _ CL O a N O ¢ U O ¢ a m � a 1- 0 D ¢° < D ) m_ Z O -, W U C DID Q U N Z p a U- w O 0 RB SOn3 41191 20 3 PER TOWN COMMENTS E CHIRAL 2012]] DAR, 2/15/2013 Drawing L -10 Ll the LA group LGMSW W lNChh.. and Engineering, PC M L° g Nby New YYPYH,2� P51 &FR'HE F 51 &`ITCH ED wwx.I ,.P.C. U X ¢tl Ile Ton „oar add L SPR NING A N.F. N V FSIL Ear. - I.S. rw Ces yn CMI Drawn MCB DO D) J LCD a O E r C a a i?¢ Ed U `m z Ed ¢Q Q Q c PIT a Lo co 0 Y U O ¢ a C_ m a 0'. T Q U) m Z O L O UU !O O = Revisions 4 10/2015 PER TOM COMMENTS LARRY g L -12