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HomeMy WebLinkAbout20210469 Fire Station #3 Plans Drawing Copyright©2020 SARATOGA SPRINGS FIRE STATION # 3 c+IIA. Run the"Logo Address"Command From the Universal Ribbon Tab or type"Cha_LogoAddress" CITY OF SARATOGA SPRINGS ( OWNER & APPLICANT) 16 HENNING ROAD �� p,Z'O GA SAS 4,,i s r O 1 ', .,,,770---‘—''ii.R.1). .-5, ,�1 (r)SARATOGA • / D � K'G • r NY 12866 >., Cefg ORPORAflS LOCATION MAP: 4^ VICINITY MAP: 4) SHEET INDEX NOT TO SCALE SCALE: 1"=200' SHEET SHEET TITLE _ NUMBER NOT FOR Ai; �' �.• IIIII GENERAL SHEETS CONSTRUCTION G-000 COVER SHEET � G-001 NOTES •, roF NEW�9. ,nl + � a SITE PLANS N R041,9 Ar „. C-001 EXISTING CONDITIONS AND REMOVALS PLAN r_ Sa nI P- 10 9,p 9 ° 1 a•" _ - F_ ; ' i k ? % P ROJ ECT Ill I411::,-F27 OP . .� 4 Y N ' .� ; 1.1•Svc lyka L.� n , Ili, iy egiV_ LIJ _ __ gI ti 1 fl ",�. :nri - Q y LOCATION C-101 AO,' k �'1: :k Z Y I a 31M°°W *'�► SITE PLAN s� Fk ELSIOR (; 77 R���. �8199� A ��4 3 r i.• a J 3 ih. C-201 GRADING AND DRAINAGE PLAN AR'FESSIcP� V1 FJeman:ay5ch:ol9 ° araopoalxiITT tiW�E0.,-�..�r" ° �,- C-211 e1 EROSION AND SEDIMENT CONTROL PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE n,��. *r'o - A. ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL . c:x=^� A. C-3O1 ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND rcenaelclnm - -• , UTILITY PLAN SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE n �> �" I STAMP OFA LICENSED PROFESSIONAL IS ALTERED, THE ALTERING i, ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND -.n.., .� _ 7 -► C-501 SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE OXI•ioh" 1'' . ,a I. LANDSCAPE PLAN NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE -A T�K.1 Adii / r'. 6' DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION a� Nc^■ `gr-�� ' C-601 n•anc,v,tv.,r,q:,a 11 PROJECT ' OF THE ALTERATION. DETAILS n•-, LOCATION C-602 DETAILS C-603 DETAILS i^nJY,,,rcu,x SI".briea,t,l,as 9 ^yary'b etr;� Go',gle ? CITY OF SARATOGA SPRINGS FIRE STATION #3 HENNING ROAD SARATOGA SPRINGS, NY N 0 -o a) 0 up 0 In 0 0 No. Submittal/Revision App'd. By Date CI OTh• >, CO• O o 1 o U o cD w E w a_) 1 U 0 — Z NY IT'S THE LAW CALL BEFORE YOU DIG o CC N Dig Safely. COVER SHEET w• N New York Id*mi4 rb1Yr Vas wwY NEW Imo tigLY lislm.Y> 1 -800-962-7962 0 o www.digsafelynewyork.corn o Q Designed By: Drawn By: Checked By: Y III Winners Circle, PO Box 5269 •Albany, NY 12205-0269 MAY 2021 RDT JTM JPR z .. o Issue Date: Project No: Scale: Main: (518)453-4500 • www.chacompanies.com i o 2021-05-05 066193 1" = 20' �• N CHA Project No. 066193 Drawing No.: 0 -DN o CC Ln a; > G-0 0 0 EROSION CONTROL NOTES GENERAL NOTES: Drawing Copyright©2020 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO 1. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT C11A LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN Runrom al POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR or type"Cha_LogoAddress" UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. (SILT FENCE AND IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL STABILIZED CONSTRUCTION ENTRANCE) DIG SAFE © 811. 4. SITE DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES OF SOIL AT ANY ONE 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC. FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. 5. ALL EXPOSED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED WITHIN 7 DAYS OF FINAL GRADING. 3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE 6. INACTIVE PORTIONS OF THE SITE ARE TO BE SEEDED AND MULCHED AS OF THIS CONTRACT. SPECIFIED WITHIN 7 DAYS. 4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND 7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS ONCE EVERY SEVEN (7) DAYS OR MORE FREQUENTLY IF REQUIRED. ALL GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY THE MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE AND BE COMPLETED WITHIN 48 HOURS OF REPORT. REPLACED AT THE CONTRACTOR'S EXPENSE. eS'�Z OGA SAS 8. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL 5. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, ,� CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF O SEDIMENT FROM LEAVING THE SITE. EXISTING SEWER AT CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT � l9 GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM, ANY + \ -'; 9. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE E"' _ • � Z ORDINANCES THAT APPLY. DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. V � �`;" � � .~C 10. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE • `a K.. • IF DEEMED NECESSARY FOLLOWING SITE INSPECTION. COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL 47 �,`� COMPLY WITH ALL REQUIRED PERMITS. CORPORATES 1 11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER 7. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE FABRIC. NATIONAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 8. ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED IN 13. AT THE END OF EACH WORK DAY DISTURBED SOILS ARE TO BE REGRADED TO COMPLIANCE WITH THE LOCAL MUNICIPALITIES' CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. DRAIN INTO THE TEMPORARY DIVERSION SWALES AND DISCHARGES FROM DEWATERING ACTIVITES ARE TO BE DIRECTED INTO CATCH BASINS OR SWALES. 9. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS INTENDED NOT FOR AND INTERPRETED BY THE ENGINEER. CONSTRUCTION 10. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 11. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. OF NEW Y ANY MONUMENTATION DISTURBED OR DESTROYED, c-) NP Rp O AS JUDGED BY THE ENGINEER 'oS�P '�ti�' 0,1 OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE a 1110 SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. g � � cc F � w 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. <<\ O8199J 13. THE CONTRACTOR SHALL: OFEssiaNP� A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. IT IS A VIOLATION OF LAW FOR ANY PERS°", UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL B. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE EXISTING CONDITIONS ON THE WORK. STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION 'ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. DATE OF SUCH ALTERAn°", AND A SPECIFIC DESCRIPTION OF THE ALTERATION. D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 14. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK AND SHALL SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A NEW YORK STATE CITY OF PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE SARATOGA SPRINGS DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. FIRE STATION #3 16. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE HENNING ROAD COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE SARATOGA SPRINGS, NY ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 0 17. CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF hn CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 18. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 19. ALL FRAMES/COVERS WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH WITH THE EXISTING PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES No. submittal/Revision App'd. By Date o o SHALL BE 0.1' ABOVE GRADE. T O E 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. o w THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE o MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS-BUILT PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES. THE w CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADMISSIONS TO THE � SATISFACTION OF THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL e BE ACCEPTED. 0 21. TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF Q• r EXCAVATION AND BACKFILL OPERATIONS WITHIN THE EXISTING PAVEMENT LIMITS. CC 22. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH NOTES 0, THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (7 0 • N Ln 23. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF o Ln EACH WORK DAY. o o 24. CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY CONTRACTOR AT THE • EL CONTRACTOR'S EXPENSE. o Q Designed By: Drawn By: Checked By: 25. WHERE PRACTICAL, ALL EROSION CONTROL MEASURES SHALL BE PUT INTO RDT JTM JPR PLACE PRIOR TO BEGINNING CONSTRUCTION. Issue Date: Project No: Scale: 26. ALL CONSTRUCTION STAKE OUT SHALL BE THE RESPONSIBILITY OF THE 2021-05-05 066193 1" = 20' w o CONTRACTOR. LOCATION OF MANHOLES, ARE TO BE INDIVIDUALLY STAKED OUT. Drawing No.: o SEWER MAIN TO BE STAKED OUT AT 100 FOOT STATIONS. EL Li) G-001 - �a CD 1 m ` -_ ,\ ^vry, Drawing Copyright©2020 ins, I d ��; \ � N� HENNI O 8 \ \ 2------ -- -- CAAA -^� \ Run the From the°Universal SRibon Tab Command NG \ N O or type"Cha_LogoAddress" R '� „ \ \\ N CJ // LO // '6 \\ \\ ^gym 1 '- b-- co cV CD I\ 4 � cv 4 e/- °3 / `��s \ \ \ ��W 1 co (0 r-- - _ _ _, -/�c1/ Z Z \ \ n r I UGG \ \ \ \ \ \ - - - - _ _ UGG \ �O�JJR9/LNA TE RE-LCCA 71�N OF CAS�7NN491N 7thA ANAL GRID \ cv'� =�•v;v / m / `', UGG , \ — \ _ - - \ •\27 \ �Q i O / / o IC]H � - _ _ _ - - - - - - - - - - - - - t - / UGG — —AI t ��� \ — \ — \ \ — _ — — (� - - 27I - - - ^ n/j UGG — ` \ - — __ _ _ � A \ _ �/ l - 270 UGG WGG — \ _ � _— — _ -11-'‘ m �'�- � /�O UGG ---- _ G \ \ \ —� \ _ \\ \ - _- UGG � , Q-, - - - - _ J 4 l \ \ a \\ \ \� \\ \ ,- - - _ -REMOVF`CHAlN�INK CHAIN-LINK-FENCE- uc - _ -- - - - - - - - - - _ ;? �m Z a.Lf \LU \ , \ \ ��� _ — _ — — — --- — — — `—— UGG ` ` — — e ~ _1 '• , 7r • LANDS N/F \ o\ \\ \\ • \\ \\ I v-.IA��— _ - - _ _- - - - - - _ _ — . v ,4 r � .�C WTHE CITY OF \\ i II ,'� _ ........ _ , P„ ' ` .. — ; UGG ____ �K�� SARATOGA SPRINGS ,../ A V vv vvv vvI \ z v Sfop . 18° 32' 08" E _ . •4 4• /►j�,� _ _ 9\ Ap 41.4 LIBER 4 00 PAGE 334 v BEGIN RENAL of CHAIN LINK FENCE ji: drfv , ora 10 0 Y,- ;I • ._;, • �� did .4..., . :; s 7 It" t r • ‘ . ,.. A , 0 XI. , , u, i". ' ' - - I 4 4 4,4 N. , , , ,;-\A . „if. „ „ :le" ., 9 a, 04,* a - . R ef - , , v , Adoil, N. ,,E5° u ' .,Air- / 0. e N .'N .#_---A-- --- z7 .k-} . • / I A."'7r/r \ 35 a te ,/, dr �2 \ 5 �29a _ — _ _ __ _ 4 ' - - \ft \ \ NOT FOR °° / 00�) N = \\ CONSTRUCTION EA CNP ��Q 5 �� NOTES: )0 5 --#0 \ c o 1. MAPPING PREPARED BY RYAN BIGGS CLARK DAVIS ENGINEERING & \ \� REMOVE TREES AND BRUSH ' 7 _, �4 ,.._....7 \ , - - OF NEW r SURVEYING, D.P.C., FROM A FIELD SURVEY COMPLETED JANUARY, 2020. \ I \ �' P 0-NP.R041 0'A W 2. NORTH REFERENCE USED HEREON IS NAD 83 NEW YORK EAST ZONE PLANE z\ y I * f4 COORDINATE SYSTEM. \\ - - - - J/ / n w .,..-- met 3. VERTICAL REFERENCE USED HEREON IS NAVD 88. 7 z _ LANDS JV/F //i i'ir / °R 4. UNDERGROUND UTILITIES AS SHOWN HEREON ARE FROM FIELD LOCATION I \\ THE `PEOPLE ()FINE L .1//,/0// — — — —/ ARo°8s9g0 1"-� THEIR LOCATION IS APPROXIMATE, OTHERS MAY EXIST, AND ALL ARE I \ _ STATE OF NEW YOM' �u , ./ SUBJECT TO VERIFICATION BY OTHERS. � -- --- N W _ _ — rr ' IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE \ INSTR. # 2 00 8 0 3 3 9 8 7 a l\ ACTINGUNDER THEDIRECTIONOFALIs.ENSEDPROFESSIONAL5. PARCEL SURVEYED MAY BE ALONG WITH RIGHTS TITLE AND OR INTERESTS _ f.V ENGINEER, ARCHITECT, LANDSCAPERCHITECT ORLANDRT ' / - .. \ \ SSTAMP OFOAAICENSEDPROFESSIONA WASALTEREDTHEATIERINGEIN AND TO LANDS WITHIN THE BED OF THE ADJACENT ROADS LYING I Q C/) \ ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND HE BETWEEN THE HIGHWAY BOUNDARIES SHOWN HEREON AND THEI I LANDS N/F / / NOTAT ON "ALTEREDSURVEYOR SHALL SBY" FOLLOWED BYTHE RTAMP THE DOCUMENT ND IGNALTURE,UDE TTHECENTERLINES THEREOF. - - - _ a W_ //IA \Th E PEOPL \OF Th E \ / — / DATEOFSUCHAL OF THENA TERATION.ECIFICDESCRIPTION6. PARCEL SURVEYED IS FURTHER REFERENCED TO THE CITY OF SARATOGA 290 \ S'FATE OF NEW YORK `\ /- \ / // SPRINGS TAX MAP PARCEL ID NO.s 166.00-3-25. -� \ \ 2 / / 7. PARCEL SURVEYED WITHOUT BENEFIT OF, AND IS SUBJECT TOA - �cr — - 290 - w1 , \ INSTR. # 008033987 \\l x_ ti^�� / // // AND UP-TO-DATE ABSTRACT OF TITLE. I a I \\ I I r� \�/ // / 8. SURVEY COMPLETED WITH UP TO ONE FOOT OF SNOW AND ICE AND IS - - - - - - _ L ,• ~" PROPOSED NEW 2.36± ACRE; LOT I I 0 o / s/ // / SUBJECT TO ANYTHING NOT DISCOVERED AT TIME OF SURVEY. - - - - I •. \ I I I / c �/ // // 9. AS OF FEBRUARY 12, 2020 THERE HAS BEEN NO WETLAND DELINEATION. II 1 \ I I I //10. // ij ' I I / / // // CITY OF , \ 1 / / 1 / �, , / / / SARATOGA SPRINGS LANDS N/F - - \ ` 1 / 1 I I o / / / / m° FIRE STATION #3 \ \ \ /� / / i 1 / / / / �o f / / // o N HENNING ROAD ROBERT M. WEST 1 \\ \\ \\ \ / I 1 \\ / // / / 44 / // / / \ SARATOGA SPRINGS, NY AND \ \ \ , / / I/� 1 \ • / / HEIDI B. OWEN WEST — �v vv v 1„,K--i,�/ I/ /�/ � /// � v� vv v •• / / // / �v---"�,,_�/ / / / / \N /� /� �/ _ 1 2 77 - _--- �\ 11 7� \\ / / / / w �c / , po / 4111 0 iii _ — - - - / wrir mss\ �� „ —____ _\ \ \ \ y / // 66' Q //Eup �/ // MAP REFERENCES: ,/ ij/ I \\ — , / / No. Submittal/Revision App'd. By Date i \ '///// ;V I / r\ \\ REMOVE TREES AND BRUSH / / / o M / 1. "SPEEDWAY SURVEY, SARATOGA SPRINGS, N.Y.", DATED JUNE 3, 1939 AS i , // /// / \ \ / / / .✓ / / PREPARED BY SAMUEL J. MOTT AND FILED IN THE SARATOGA COUNTY // G //z ) / / /*,...." , o \ CLERK'S OFFICE AS MAP GG-8. / //%� // I ,- - / I // / / / i/ / I / Q / r— 1 / �/ / \ o 2. "PHASE 2, MOBEC HOMES, INC., FIFTH AVENUE, SARATOGA SPRINGS, N.Y.", I / /// / I ( - / / o / \ DATED MARCH 28, 2000 AS PREPARED BY PAUL F. TOMMELL, LS, P.C. l I / / / J - �, I ( i m / / AND I l // l I _ - - •- - - - — _ _ - -- - - - /�',//- -.0.-, / 1 I _ d• I y1k 1_, _ FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP M-614A. I i / / I / ./ / l / - - - Ott//I'/// \\ �i� / 1 // a :41 ic 0it3. "MAP OF SURVEY, MOBEC HOMES, INC. FIFTH AVENUE, /// I / / / / - - // 1- / N \ N_ — — w� / a I ,� PHASE 1, �, - m SARATOGA SPRINGS, N.Y.'', DATED MARCH 15, 1999 AS PREPARED BY W.J. I I 1 /: / / / / / / / / /�/ ////// // \N \ X41. /, . / I \\ 4. \ \ ROURKE ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S I /) \ / / / / / ��, / / / / / /'// / _ / I \ N OFFICE AS MAP M-570A. W \ / ti / / / V / I / / h vv \ -- 27- - ,1 v 1110. EL hn z I\ ' / (_ �s \\ /r - - / ,/ / / / ',/ ///// // ///, // , �44����- _ _ _ _ It,-d i \ _ EXISTING ~ \ I / m / / / / / / / / / / '' Q) / COORDINA7E REMOVAL OF\ 274 _ �♦ ♦ // ' 1 Lc, i/ \ / / / / / / / / / / JERSEY BARRIER WITH NYRA -1��&b. I 1 UNPAVED DRIVE CONDITIONS AND 0 Lc, _ \ N I / / / / / / / ��/ / 273 - �� •.. Z// g REMOVALS PLAN M cv - I / \ / / / / / / / / \ �w •►,, k, / ET LANDS N/F V N�\ \ 7�—/ / / / / ��� \\ �i° \\\ ���' / /� // — — \ , / r� 1 / � Designed By: Drawn By: Checked By: DAVID A. JELENIK �/N \ �� / / r r/ e \ \ / , AND ° \ \ lier0240- \\ \, j2 '�� — i / RDT JTM JPR o JENNIFER E. 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IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE / HEAVY DUTY NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE Ct. 1111 1 Av CONCRETE PAVEMENT I DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. v $ D .D D D ° 7 d• < 'a 'e D .° D - D - D. fra—, _3_ _3_ __ V0/' ._ —_,I 1 I 1 1 CJ J E I oO V m , '7,0' — _ 1 1 1 1 1 1 M LO ,• N m � ; r CITY OF I = I SARATOGA SPRINGS �_ a _ — I x FIRE STATION #3 Q p . � — _ = HENNING ROAD I Jw — — N 6,5 16' 28' 12' I �,1 SARATOGA SPRINGS, NY l,,:y_ .1 — I N I � SIDEWALK CONCRETE ° l o — � N O _ o D° �� I � m mi PO 8.-. <,- cv I T. ,i" ifip t P'' / rtIL Al. o *11:-:111164f I; • / — _ r N No. Submittal/Revision App'd. By Date / 1 -D TCD 0 '-tr--ff i - la ME I I V' CI �° •a< • e • a. d.• 72.5' i O� T ( ` N D D° ° .D a d e Y Jo N .. ° e d L OI I IoI.0 7 .e ' ,D .. D Dn IS Zv I HEAVY DUTY ti co LI R=10 m, (//7 R=4, CONCREIF PAVEMENT I M tu sQ up I SITE STATISTICS TABLE LI /_ 1 110 _a) A A STRIPED ISLAND INST—HRT — INSTITUTIONAL HORSE TRACK RELATED of I1 // CONCRETE SIDEWALK PERMITTED PROPOSED 1 MIN. LOT SIZE (SF) 20,000 102, 796± Q I\ I I oo HEAVY DUTY I MIN. AVERAGE WIDTH (FT) 100' 324± - R=48' a, _ ASPHALT PAVEMENT I MAX. BLDG COVERAGE (%) 35% 15.2% z R-4 4 PAVEMENT PRINCIPAL BLDG. SITE PLAN LW � i 9' 7STRIPE (TIP) 1 MAX. BLDG COVERAGE (%) 8% 0% of W I I TYP ACCESS. BLDG. FRONT SETBACK 30' 107.2' o oI I 10 1 - d cri RETAINING REAR SETBACK 30' 104.9 'i Q' , WALL 30' REAR YARD SETBACK 1 , co - -- -- -- -- -- , -- -- -- -- -- -- -- -- -- -- -- I EACH SIDE SETBACK 12' (TOTAL 30') 72.5' (TOTAL 149.5') A 0 oMAX. HEIGHT 60' 20' Designed By: Drawn By. Checked By: E Q ENCLOSED CONCRETEI RDT JTM JPR DUMPSTER PAD z I I N % TO REMAIN PERMEABLE - 52% Issue Date: Project No: Scale: i 4 I I 4' HIGH CHAIN LINK I DISTANCE TO NEAREST EXISTING FIRE HYDRANT: 580'± 2021-05-05 066193 1" = 20' • N FENCE LOCATED 3' OFF 12' I DISTANCE TO NEAREST PROPOSED FIRE HYDRANT: 25' 0 -D N Drawingo.: 100.00' PROPOSED NEW EASEMEI IT LINE — OF LEASE LINE (TYP) _ _ _ _ _ _ _ _ _ _ _ _ _ .mm. -I / Yv- w�,`-' 0 20 40 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N16 ° 09' 20" W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Scale in feet C= 1 0 1 i3 a) a > C I Drawing Copyright©2020 00CDS n-). "°v. N �� -- C+IIA- CD 1\ N 4W CDD V-' iL CO CD I Com , \ � N4W \\ I ��_ I O ^� \ (� Run the"Logo Address"Command \ N W I . I From the Universal Ribbon Tab \ 4 0) N N L), 00 d or type"Cha_LogoAddress" \ \ tO � N • cU \ -. cV W \ N 0 _ ^� ENNING R�� \\ \\�N W 4 LO cv ti / m cv� 1 (0 () -- 0cO � - 0) CD./ / �g \ I NcvJ0 ^cpm Cr r- - - sr_10 _ ANO i ' �/. 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I ' \ \ / ° p�� HP.Rp 14, r0 5 F� 030 / `. i�� --- r/, --- /I• - c:�i/• --- I• -� \, 276.95 FESI \ \ o 4- '/-94,��- V /r � \ \ N� o �o /� \\I R 11 \\ \V 11 2277.08 277.08 0 \ y \ \ \ V v v v _ c� Lr ‘)AM w / \ i �/� \ 24" Gravel Infiltration Strip N \\\\ \ \\ - _ `` cj LW \ 1 / with Underdra/n (typ.) l / , \\ \ \\ \ \^ \ �° 0 081993 k. \ I \ \ \ RoF NP� 7 z I \ �. \ \ \ \ \ ESSIO \ \ / \ o r_ [ ____ _ _ \ \ IT IS A MOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE / \ 7 ..,.\ -� .� 1 4r -- \, \' 1 / YJ I \ `- // \\X\ \ AC ENGINEERTING S ARCHITECTR THE , LANDSCAPE�CAPEF A LIARCH ARCHITECT LAND AL NEW TREE LINE / LIMIT OFSURVEYOR TO ALTER AN ITEM IN ANY WAY. IF:NNE)ITEM BEARING THE \ CLEARING AND GRADING 1 \ I / / \\ \ \ \\\ STAMPOFALICENSEDPROFESSIONAL IS ALTRED, THE ALTERING -- ) ENGINEER, ARCHITECT, LANDSCAPE ARCHECTOR LAND/ SURVEYOR SHALL STAMPTHEDOCUMENT INCLUDE THE TOTAL AREA DISTURBED:2 71 ACRES 1 I I ' 277.81 FC N \ \ I / / \ \ \ NOTAT ON 'ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE N. -'"- \ DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION 1 I \- / / \ \ \ \ I OFTHEALTERATION./ 1 I \V / / / \ V I - 286.50 TW I I \ l \ / / // \ I i1...?/ 278.00 BW o �' o \ • ° / / / /Tm J \ II "`fid a... •• 4a1 • :°.A• / / / / / \ I 90 1 I i \ / / \ _ _ _ 1 11 278.00 FFE •oof\Drain N\ 278.00 t 11 ��) // // /// // / zoo - 1ca I \ R�oDrain it / /o� � \ `� II 27726 I N \\ \ N\ /l / /// // // // / / _ , I 277.68 S` 278.00 FFE\ \ I = /it/H/ 1 N / `rN ^`' ^ // // // // / _ , CITY OF \ - - _ I X27 92 �= I /r N / // / // // / / SARATOGA SPRINGS 1 (k) / 277.$0 HPi > /� f \\ \ I - ' / / // / / // FIRE STATION #3 Q, 2717.46/HP ` 11 " \ /1 = / / // // / / HENNING ROAD i \ / ' / = 1 1 / / / �, I SARATOGA SPRINGS, NY HP/27788L 277.96 I / / _ I / / / / / / 1 � \ ' _ I \ 286.50 TW I L // / /1 ( J // / /z m / 269 / 277.9 I / - / o I/ TEMPORARY EASEMENT TO BE \ 1 / / I 278.00 BW I LCNI - / _ / // / m / OBTAINED FOR GRADING ON \ ' / I l 277 6 I NI \ T / / / / I / // /� z cv hc ADJACENT PARCEL (TYPICAL) \ 1 / 1 � \ \ I 2.01-)2/ / // / 1 / / / / , _)<__,,I-V / / / . \ I I / / / / , I s I 0 T 27Z26 /**40,0 Ift l N • //� 1 / i v I v I _ / / / Ro f Drain // / 10.1 � 1 \ // - 1 l j _ v \ _ I / / 278.00 FFE / jr / //�/ \ - \ I \ \ / Roof Drain/ N / I / / �\ No. Submittal/Revision App'd. 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I II \ I \ I / \\\ �" SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED AM THEIR SIGNATURE, THE N I l N / \ I DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION \N \ // I N / I // // / \\\ \ 1 OF THE ALTERATION. 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O SOF 2021-05-05 066193 1" – 20' \ \ < 276 J E o \ 274 I - / / X55\B��PNOS Drawing No.: 0 \ 274 274 o P �E 0 20 40 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (7x x x x x X•• 272 Scale in feet C301 a, LT_ u, CI" O� � Drawing Copyright©2020 _ CO rrj_� N �n - CD N� Nv CDD v� ------- ,,,,s,,, C+IIA NNW m ^N� LL CD CD I (.0 0). \ � N4W \\ 1 p„— I O ^� \ N Run the"Logo Address"Command \ N W I rl . From the Universal Ribbon Tab \ 4 (\! N L), \ CO or type"Cha_LogoAddress" \ \ 10if) N \ • N \ NNW \ N � \ ^� 4 N ENNI NG R ,=, 40 `\ crj \ �N�, LO (\.1ti / � ` ry I C) Cop � ` N / cki co- - sr_ � N� � " to z. \ ` \ � Na_ cow _ ��N / oZ \� \ N /` o Co I CD � z \ \ N,� 0) Lf? / moo - _ _ _ - - - _ - - _ --- — — �� / ro `I / �� �Lm 0 � NJ zao — — — � n/ri / � umj / ` ��m s. 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IF AN ITEM BEARING THE , • •• / \ \ / \ STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING \ I &4I \ I • \ •\? �'�•' •x ' '•'••• \ I \ \\ \ \ ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND till SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE :`•;.,.'. ”:••'• /\ / \ NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE I ,•. ,• •. ,.•,•+..• - / / \ \ I DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION 4 OF THE ALTERATION. 1 r"� ® I I I \ / / / \ I 290 M FFF I I et I \iL111 --—_ Drawing Copyright©2020 NORTH AMERICAN GREEN S75 OR APPROVED EQUAL ON C1HIA SUBGRADE, TEMP. SEED MIXTURE • R From the un the Universal ver al Ribbon Tab Commando Address" FILTER SOCK, SIZED • TO SUIT CONDITIONS. or type"Cha_LogoAddress" "" ENNErnmENNE .4, • itit � ` it v EXISTING 17 DUMP STRAP •�������`�� LLI w `� ?� • •���.•� Q 4* ,� PAVEMENT �'�, .4i_ WATER FLOWkik :..... ,0��•p;! ;;� INLET SIDE ,,� O 50' .�,���ii���1►♦♦1♦1*`■■■ N. N-1" ,.i11QI1j1111♦11♦1R■� : / moi/ •v ``j � � v�QSC�`Q�\._.._.._.._.._.._. REBAR FOR BAG ••; . '0.��♦♦♦�♦♦�VAb.- DUMP STRAP 3FT $ 6• \�/ / z_ ■■., W4 ♦♦♦1♦♦ ♦1♦��■■■► �� , REMOVAL FROM BASIN ♦♦♦ ••♦♦♦ ♦♦♦��' .■■■ .1♦♦1�♦1♦1♦♦♦1♦♦1i' W t13.0_\ PROFILE,�♦''■•■''♦ ♦♦♦♦♦4-4.13$' FILTER COMPOST MATERIALATERF ` N ♦♦i ■■■�♦i♦i♦i!�,•••:� LOW EXISTING I I •♦♦♦1♦♦♦♦ �♦1 �11� AS PER SPECIFICATIONS. �� o� 50' .♦♦♦♦♦♦♦:♦♦♦♦♦s4v... - GROUND _ ♦1♦♦1♦11♦♦11♦4�111♦V• � SEDIMENT SACK ��%�:�::�i•��1�%��!� NOTE1. SHALL CONFORM WITH TYPE V NOTES : WORK AREA INSTALLATION DETAIL •����i♦��i• PERMANUFACTURED NEW YORK INSERT INLET STATE STANDARDSAND1 . ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS. . ' N SPECIFICATIONS FOR EROSION AND SEDIMENT . ' ••-••••••' L.. 20' CONTROL, NOVEMBER 2016. 2. ALL FILTER SOCKS SHALL BE 12" DIAMETER UNLESS •• ••••• a _ EXISTING DUMP STRAPS �� SA PAVEMENT T A 2. SEDIMENT SACK IS TO BE MADE WITH A INDICATED OTHERWISE. . ' 4-,,,,,,,,,,,,,,•• •••• ft POLYPROPYLENE WOVEN MONOFILAMENT A a FABRIC. 3. THE CONTRACTOR SHALL MAINTAIN THE COMPOST FILTER ° A 3. SEDIMENT SACK SHALL RESIST DEGRADATION BERM IN A FUNCTIONAL CONDITION AT ALL TIMES AND oN O #11411 clsDUE TO ULTRAVIOLET LIGHT, BE RESISTANT IT SHALL BE ROUTINELY INSPECTED. >'" 1rAT GRADE PLACEMENT '�=` .. EXPANSION RESTRAINT1T ° TO SOIL CHEMICALS, MILDEW AND INSECTS. PLAN VIEW H a�,• . ° a 4. WHEN RESTRAINT CORD IS NO LONGER 4. WHERE THE BERM REQUIRES REPAIR, IT WILL BE VM ! •`� a a a ° VISIBLE THE SACK SHOULD BE EMPTIED. ROUTINELY REPAIRED. % t,qo r ° ° 5. TO REMOVE USE (2) PIECES OF 1 �K�"+ 11 . DIAMETER REBAR AND PLACE THROUGH THE 5. THE CONTRACTOR SHALL REMOVE SEDIMENTS • r�C 1� ' „aii LIFTING LOOPS ON EACH SIDE OF THE SACK COLLECTED AT THE BASE OF THE BERM WHEN THEY 1. STONE SIZE-USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. OkPORATED a TO FACILITATE LIFTING. 2. THICKNESS-NOT LESS THAN 12". BAG DETAILlik 6. TO EMPTY PLACE UNIT IN APPROVED REACH 1/3 OF THE EXPOSED HEIGHT OF THE BERM, 3. WOVEN GEOTEXTILE FABRIC WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING DISPOSAL AREA. PLACE REBAR THROUGH THE OR AS DIRECTED BY THE REPRESENTATIVE. OF STONE. TYPICAL BERM FOR MINIMAL GRADES SHOWN. 4. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL LIFT STRAPS ON THE BOTTOM AND LIFT. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY CLEAN OUT AND RINSE SACK PRIOR TO 6. THE COMPOST FILTER BERM WILL BE DISPERSED ON FOR STEEPER GRADES, I.E. 2:1 SLOPES REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND PLACEMENT BACK IN THE BASIN. SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY INCREASE BERM SIZE AS DETERMINED ON REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT THE REPRESENTATIVE. SITE BY REPRESENTATIVE. SPILLED,DROPPED,WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. INSTALL PERPENDICULAR TO FLOW. 5. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. X INLET CAPTURE DEVICE X FILTER SOCK DETAIL X STABILIZED CONSTRUCTION ENTRANCE NOT FOR SCALE: N.T.S. SCALE: NOT TO SCALE SCALE: N.T.S. CONSTRUCTION OFNEWr ,P cPHRR041 O,p 8' MIN. 18" MAINTENACE NOTES: %" SMOOTH DOWEL x 18" LENGTH f SEE ADJACENT DETAIL FOR WITH 9" SLEEVE (SPEED DOWEL) 12" n .Wn ALL CONCRETE 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE FINISHING REQUIREMENTS 15" JOINT SEALANT PER SPEC. TRUCKS ON CENTER (MIN. FROM EDGES) at� lic CVBLACK LETTERS INSPECTED DAILY. DAMAGED OR LEAKING VARIES �(w. Ox E =>R � ❑ ❑ ANCHOR BALES VNTH WASHOUT HERE ON WHITE FACILITATES SHALL BE DEACTIVATED AND 6"x6"xW2.9xW2.9 REINFORCING a ° 0 81983 BACKGROUND REPAIRED OR REPLACED IMMEDIATELY. EXCESS MESH AT MID DEPTH I EQ. ,IllEp ' BACKER ROD ROFEssioP(2) 2"x2"x4'❑ ❑ STAKES PER BALE -cf) RAINWATER THAT HAS ACCUMULATED OVER _ ° a GALVANIZED "u" HARDENED CONCRETE SHALL BE PUMPED TO �� z o 10 MIL o LL EQ. - °° : ° PREMOLDED JOINT FILLER POLYETHYLENE 0 CHANNEL POST A STABILIZED AREA SUCH AS A GRASS ■ 6 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE _ ° a. ° ° 6"-5, ° ■ - - ACTING ENGINEER,ARCHITECT,R THE ESSISTION ONAPEF A LIARCHTED,OR ELAINDAL SHEETING 0 g FILTER STRIP. ° ° ° 000 PSI CONCRETE. SEE SII ❑ ❑ �"�" SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE 00 I I- 2. ACCUMULATED HARDENED MATERIAL SHALL BE ° , ADJACENT DETAIL FOR CONCRETE (n Jr)/2" JOINT STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING o o a .v ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND -BALES TO BUTT O PANISH GRADE REMOVED WHEN 75% OF THE STORAGE o a FINISHING REQUIREMENTS. (n Q / SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE m CAPACITY OF THE STRUCTURE IS FILLED. ANY W J NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE r- - DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION o o I ' E a_ OF THE ALTERATION. ' Z EXCESS WASH WATER SHALL BE PUMPED INTO 1 8" SUBBASE MATERIAL a EXPANSION JOINT NOTE: DOWEL NOT REQUIRED AT BACK ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ g W SIGN SHALL BE PLACED 1 > w OF CURB OR VERTICAL ELEMENTS. J IN A PROMINENT LOCATION A CONTAINMENT VESSEL AND PROPERLY ��j/ w AGGREGATE b m AT WASHOUT AREA DISPOSED OF OFF SITE. j�j// jk..-7 �`<- / ' /�jj� 7.7\\j'' GEOTEXTILE STABILIZATION FABRIC N m v 3. DISPOSE OF THE HARDENED MATERIAL & \` ����������� `����` ��� OFF-SITE IN A CONSTRUCITON/DEMOLION 110111101 COMPACTED SUBGRADE A1111AWCUT 5' O.C. OR AS PLAN WASHOUT SIGN LANDFILL. _ SHOWN ON PLAN 4. THE PLASTIC LINER SHALL BE REPLACED WITH NOTES: BROOM FINISH PERPENDICULAR TO 18"± 6" MIN IMBEDMENT EACH CLEANING OF THE WASHOUT FACILITY. THE DIRECTION OF WALK BINDING WIRE (TYPICAL) 5. INSPECT THE PROJECT SITE FREQUENTLY TO 1. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, a 30"t ENSURE THAT NO CONCRETE DISCHARGES ARE " ° -STRAW BALE (TYPICAL) 24" MIN EXISTING GRADE TAKING PLACE IN NON-DESIGNATED AREAS. AT CURBS, AT ANY PENETRATING STRUCTURES/ELEMENTS, and MAX. 20'-0 O.C. PREMOLDED EXPANSION JOINT (SEE ADJACENT DETAIL). OR CONTROL JOINT 0 MIL 2. LOCATE CONTROL JOINTS AS SHOWN ON PLAN. ° CITY OF oa go.,,� _ _ i POLYETHYLENE-al /- _ _ _ ado 3. FINISH CONCRETE WITH A BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 20' ° SARATOGA SPRINGS SHEETING JOINTS TO OCCUR O.C. MAX 1 4" JOINT SEPSCIUL HIGH OROUNDWAlER TABLE AM 4. REINFORCING SHALL BE 6"x6"xW2.9xW2.9 & AT ALL CURBS, WALLS, & VERT. ELEMENTS, / FIRE STATION #3 ��IVOOD STAKE (TYPICAL) 5. WHERE CONCRETE FI TO BE COLORED USE CHROMIX ADMIXTURE FOR COLOR CONDITIONED EXPANSION AS SHOWN ON PLANS HENNING ROAD CONCRETE BY SCOFIELD OR APPROVED EQUAL. BASIS OF DESIGN IS C-32 QUARRY RED. SCORE/CONTROL JOINT 6" MIN DEPTH 6. WHERE CONCRETE IS TO BE STAMPED USE 90' HERRINGBONE PATTERN (SEE SPECIFICATIONS) SARATOGA SPRINGS, NY AGGREGATE ALL AROUND TYPICAL SECTION cN X CONCRETE WASHOUT AREA X CONCRETE SIDEWALK X CONCRETE SIDEWALK FINISHING AND JOINTS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. m 0 FACE OF CURB - 6" _ / 6"x18" SLIPFORM ���� CONCRETE CURB IIIIIIIIIIIIIIIIIIIIIIIIIIIIII:::: 11,6" ASPHALT TOP COURSE ITEM 402.127203 \ --> 3" ASPHALT BINDER COURSE. 1/2" R FINISHED GRADE No. Submittal/Revision App'd. By Date , ITEM 402.19793 6" TYP. UNLESS j I OTHERWISE NOTED o L 12" SUBBASE MATERIAL. ITEM 304.12 ON SITE PLANS o1 III 1a Ac I co - -' - 'T '--WOVEN GEOTEXTILE FABRIC ;���.\\\\.,\ A,.\\•\\ \\,;�c COMPACTED SUBGRADE i , o oo 2 D E---, LH- o0 -1 w e W W a _ U)(f) I- •I 474-744 1 D ~ 0 • - HEAVY DUTY ASPHALT PAVEMENT & w -4"' D� '''"''• o X - - - - z SCALE: N.T.S. TYPE 2 )� � �., SUBBASEMATCH VMT. DEPTH Q a • SUBBASE • • • • < - 6"x18" �-• MATERIAL��:�•:�•:�� co OR 6" MINIMUM zTRANSITION CURB I. DETAILS -III-III-III-III-III-I 1= 11=III=III=III=III=III=1 4" MIN TAPER CURB TO COMPACTED SUBGRADE n1 FLUSH WITH GRADE ''44411111111111111,111111111111111411111‘1,,, o NOTES: FINISH GRADE 1. CURBS TO HAVE CURING COMPOUND APPLIED AFTER PLACEMENT. o o I 2. DO NOT BACKFILL FOR 3-4 DAYS AFTER PLACEMENT. 0 o i \/ 6'-0" (TYP.) OR; N • c 1 ~ AS SHOWN ON PLAN o L I Designed By: Drawn By: Checked By: EL 1 Ln -----__ 1 RDT JTM JPR } H -- X CONCRETE CURB DETAIL Issue Date: Project No: Scale: iSCALE: N.T.S. 2021-05-05 066193 1" = 20' NOTE: SEE CURB DETAILS (THIS SHEET) N o EL Li) X TRANSITION/TERMINATION CURB Drawing No.: SCALE: N.T.S. • �a) C-601 N > 0 bGO HYDRANT LEAD Drawing Copyright©2020 6" M.J. HYDRANT LENGTH AS REQUIRED ALL ITEMS DISTURBED TO BE RESTORED TYPE A BLOCKING TYPE B BLOCKING (HEAD ORIENTATION 6" M.J. TO FULL LIMIT OF DISTURBANCE FOR 11 1/4* & 22 1/T VERT BENDS FOR 45' VERTICAL BENDS M.J. RETAINER MAIN AT THE CONTRACTORS EXPENSE ``z J N ``z JC11A AS REQUIRED) GATE / Z^ ZN oz m . ^ o oW OY W GLAND (TYP.) VALVE--�f 1 U ^ OU z= mW DO U~ 2NW �Z„ Z2 DO co 2NW Zi- Run the"Logo Address"Command I _ , „ Li O W U L 0 W From the Universal Ribbon Tab �• , 5 M.J. ANCHORING TEE -III- O.D. + 3'-0" III Nz Jfx UJ w Ncnz OUW I''� N / REQUIRED BEARING AREAS Se DIMENSIONS � � BACKFILL WITH - <0 m o'- o U L� NJ Z �m �� o O(-)1-1-1 or type"Cha_LogoAddress" Oo Hi Q III- SUITABLE MATERIAL Na_ I- oU L`-'c O =Z `nom o o" z_• �� W d 0 Q� wE (21 �� do oa�� �z FOR CONCRETE THRUST BLOCKS I m z `" Zu `" PIPE TEE(See Note 5) 90'(1/4)BEND 45'(1/8)BEND 22-1/2'(1/16)BEND 11-1/4'(1/32)BEND NIPPLE WITH M.J. III Q� TE ZONE BEDDING 4" 11 1/4' 8 2.0 3/4" 1.6 4" 29 3.1 SIZE • AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. RETAINER GLAND HYDRANT RESTRAINT SLOPE TRENCH II - - -SND BACKFILL 22 1/T 16 2.5 6" 59 3.9 (IN.) Sq.Ft. D x L Sq.Ft. D x L Sq.Ft. -D x L Sq.Ft. D x L Sq.Ft. D x L REGION ROTO-RING GLAND AS REQ'D III- • - O.D. + 24" MIN. 11 1/4' 16 2.58" 102 4.7 3/4" 1.6 PLAN - 6" 22 1/T 32 3.2 3/4" 1.6 3 & 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 0.6 0.5 x 1.5 0.3 0.5 x 1.0 10" 154 5.4 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 1.5 x 1.5 III 11 1/4' 28 3.0 4' ± MIN. 8" 22 1/2' 55 3 g 3/4" 1.6 12" 218 6.0 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 _� _I i;l I 114" 292 6.6 7/8" 2.2 -III- -III - OPTIONAL EXTRA BEDDING AS 10„ 11 1/4' 42 3.5 3 4" 1.6 16" 378 7.2 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 REFER TO PLAN ORDERED BY THE ENGINEER 22 1/2• 83 4.4 / 1 1/8' 3.7 FOR LOCATION UNDISTURBED MATERIAL PIPE 18" 478 7.8 14 24.6 6.0 x 4.5 24.6 6.0 x 4.5 13.3 3.5 x 4.0 6.8 2.0 x 3.5 3.4 1.5 x 2.5 2 -6 ± MIN. 12" 11 1/4* 60 3.9 3/4" 1.6 20" 583 8.3 1 1/4" 4.6 16 50.0 6.0 x 8.5 50.0 6.0 x 8.5 27.0 5.0 x 5.5 13.8 3.5 x 4.0 6.9 2.5 x 3.0 A OR AS SHOWN ON PLAN FLUSH WITH PAVEMENT 22 1/2* 118 4.9 7/8" 2.2 24" 832 9.4 1 3/8' 5.7 OR 1' IN GRASSED AREAS 11 1/4' 81 4.3 o 7/8" 2.2 / ' 24 72.0 8.0 x 9.0 72.0 8.0 x 9.0 39.0 5.0 x 8.0 20.0 4.0 x 5.0 10.0 3.0 x 3.5 �� I TYPICAL TRENCH DETAIL 22 1/2' 158 5.4 / BREAK X( 14„ 11 1/4* 104 4.7 7/8" 2.2 A PIPE FLANGE _ 1'-6" FINISHED GRADE SCALE: N.T.S. 16„ 22 1/2' 205 5.9 1 1/8" 3.7 SIZE s,,'c0GA. SAS, _ - 60 KSI THREADED N, „ 11 1/4* 131 5.1 7/8" 2.2 ROD SIZE AND 1 �.�.�.�.�. �, 18 PIPE SIZE %� /�/� /,r 22 1/2' 257 6.4 1 1/8 3.7 010 EMBEDMENT DEPTH A k i`/i`//`//`i %/%/ % %ice%/�%/�%/� WIDTH UNDISTURBED / i\, 11 1/4* 161 5.4 7/8" 2.2 AS PER TABLEi 1 L �' (J) i� 20 AS REQD. ROCK OR EARTH - A TRENCH OR /< 22 1/2' 316 6.8 1 1/4 4.6 ; �, _ ;? 'm Z BURY AS REQ D\ 5'-0" MIN. 11 1/4' 229 6.1 1" 2.9 • • . ; ''' =� . ,A,0` ) .�CVPOLYETHYLENE 24 22 1/2' 450 7.7 1 3/8 5.7 .:: .� . MI k *I* � G; OR BUILDING VALVE BOX b z :• 'II II� 3000 PSI • - v qo ,.,. • PAPER (TELESCOPIC ;n 0 1" IN GRASSED • DUCTILE •CONC. THRUST ' r� �K�-. ��� FINISHED GRADE -AREAS OR FLUSH IRON PIPE CellD=DEPTH DRAIN PATTERN) 3000 P.S.I. CONCRETE m WITH PAVEMENT GRAVITY THRUST BLOCK XTE 3000 PSI CONC. LENGTH L CORPORATES 1 CRUSHED STONE 6" M.J. THRUST BLOCK (TYP.) C.Y. MIN LENGTH L ►{ THRUST BLOCK f A N. II GATE VALVE-I\ \\ <�\�!�\!<\\�\��\\�\\\�\�� `/\\/�/�\/////�//�//\ um , VERTICAL BEND A SECTINDDARD A BEND J - - - /� TEE ° /� 3000 PSI CONCRETE a - -' - ' - �/ CURB BOX (EXTEN. _ ___, _ _ • a ��/, TYPE WITH ARCH THRUST BLOCK (TYP.) � a - -�-%�- ° `�/,� PATTERN BASE AND THRUST BLOCK DETAILS \� a _ z a \// 5' MIN. STATIONARY ROD) X SCALE: N.T.S. \/ a °� a. a ° /\< /x/14 /j�i��/A/i//i�/A/ /<\\,\`/�`\,\\, % i/\`j\ / �\�iiCORPORATION ���\/�\��� ������� STOP M.J. ANCHORING PIPE - CLOW M.J. ANCHORING TEE NOT FOR F-1216 OR APPROVED EQUAL UNDISTURBED I URB STOP CONSTRUCTION MATERIAL . #.�'�� cn ELEVATION OF NEW COPPER TUBING I/ �P PHP ROM o� NOTES: (TYPE K) SOLID CONC. �� 1. PROPOSED LOCATIONS OF HYDRANTS TO BE FIELD LOCATED BLOCK OR C.I. * �o % (PAINTED) AND APPROVED BY OWNER AND ENGINEER PRIOR WATER MAIN FOOT PIECE AS f; /%� TO INSTALLATION. REQUIRED - . .°''IPIw itOlit s<6 kEFLs,; - c; OA 08199-5 c X HYDRANT AND VALVE ASSEMBLY INSTALLATION DETAIL X WATER SERVICE PIPECONNECTION DETAIL R0FEss\o lx� SCALE: N.T.S. SCALE: N.T.S. FRAME & COVER, PER PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. GRADE RINGS (20" MAX.)-7! (8" MIN.) A • 30" DIA. MANHOLE STEPS, (MIN.)FRAME AND GRATE/COVER PER PLAN 12" O.C. MIN. ADJUST TO GRADE WITH SOLID COVERS - EMBOSS "STORM" PRECAST CONC. GRADE \- CONE SECTION-/ RINGS 4" MIN., 12" MAX. i NX MORTAR FRAME AND PRECAST TYP. M.H. JOINT 0 GRADE RINGS CITY OF J J SARATOGA SPRINGS FLAT PRECAST CONCRETE FIRE STATION #3 COVER (CERTAIN STRUCTURES DO NOT COORDINATE SIZE, LOCATION 4' DIA. MIN. HENNING ROAD REQUIRE TOP SLAB) 1 AND SHAPE OF OPENING WITH SARATOGA SPRINGS, NY CASTING MODEL, PIPE RISER SECTION-7 ' LOCATIONS AND STRUCTURE CN J PRECAST CONCRETE RISER 1 L ORIENTATION J L PERPFOOTE P OS FEELCT OWEL HWALL 2" 0 SECTIONS hn SMOOTH ALL AROUND SIZE PER PLAN 6" MIN. m MANHOLE STEPS 12" O.C. TYPICAL CONNECTION �, I BASE SECTION .. FOR PIPE INVERTS, 1., . ( ,/ / PER kf( TIONS AND ANGLES 6" MIN. JL / ) ALL AROUND - I �T No. Submittal/Revision App'd. By Date PRECAST CONCRETE INTEGRAL BASE SECTION �� 1 PIPE 5" MIN.- \, \, \ \.• INVERT •' .:':':; :s' ; : CHANNEL DEPTH \‘x • 0 \\\ / �� :.:,• ". ..":.'.'".: 0.8 PIPE DIA. O.D. /\�/ 3' MAX. TO FIRST JOINT 01 \\ 12" SUMP ..... , �\\ij/ SEWER \///\ 12 MIN. TYP. \. oo NON-SHRINK SUBBASE PIPE INSTALL NONWOVEN GROUT 12" MIN. ON EARTH GEOTEXTILE, MIRAFI 600X, 1- j j� 6" MIN. ON ROCK OR EQUAL _ ° \/�\i, i\�\Ti\moi'\�C%\�`%\�c'\�`i'\i\7i'\�i'\�iiii\�i�\\// o t 1 D 0 E o 12" SUBBASE MATERIAL GEOTEXTILE STABILIZATION FABRIC 0 ELz Q c-• ;-, CC 03 X STORM DRAINAGE STRUCTURE X PRECAST CONCRETE MANHOLE DETAIL DETAILS 0 SCALE: N.T.S. SCALE: N.T.S. (7 N L] 0 I o Li) o Ln 0 o -d o a) r0 O 0' c z o Designed By: Drawn By: Checked By: EL Lnhn RDT JTM JPR Z N Issue Date: Project No: Scale: i ,T 2021-05-05 066193 1" = 20' 0 0 N 0 o Drawing No.: E L Li) C-602 a)N 0 00 Drawing Copyright©2020 1/8" THICK GALV. STEEL SITE SIGN TABLE CAAA' / REFLECTIVE SIGN PANEL f SIGN DESCRIPTION M.U.T.C.D. HGT. TO BOTTOM Run the"Logo Address"Command TYPICAL PARKING SPACE NO. NO./SIZE OF SIGN A From the go dre Ribbon Tab or type"Cha_LogoAddress" 4" WHITE STRIPE /—\STOP R1-1 GALV. STEEL FLANGED CHANNEL A 30"x30" 7' \ / SIGN POST. WEIGHT: 2 LBS/FT. SIDEWALK (WHERE APPLICABLE, PUNCHED FULL LENGTH W/ 5/16" RESERVED 18' SEE LAYOUT PLAN) SHEAR BOLTS. B P®� R7-1 12"x18" 5' 0 SIGN LOCATION (TYP.) ;n @ 6' ABOVE GRADE C VAN P7-8A 5'* ' TO BOTTOM OF SIGN FINISH GRADE, SURFACE ACCESSIBLE (18"x9") (SEE NOTE 5) MATERIAL MAY VARY. 4COLOR BLUE Q, FOR HANDICAP lIDNO SPACES. X "RESERVED PARKING" SIGN • -III I—III PARKING , IEID IN ACCESS (12 x18 ) 5 12"x18" (TYP) - AISLE X "NO PARKING" SIGN -III --II DRIVEN POST PARKING -�'r 200 1OGA SA IN ACCESS , , N4'j I - 12"x18 (TYP) —III -III— E AISLE (12x18 ) 5 v I I -III —II / UNDISTURBED SUBGRADE 4 BLUE STRIPE 18 I—III -IIIA O U) 24 O.C. -III I—III NO -110- :i -'. Z —III -III PARKING I I I �I I E IN AISLES (12"X18") 5' V '"M �t F. ,i PAINT HANDICAP V 1 1- ~ • 1- Ofg►t:� .q • °' SYMBOL WHITE • r� �- \\‘)ON LUEBACKGROUND 18" "RESERVED PARKING" SIGN NOTES: CORPORATES 1q ' X 12"x18" (TYP) & / - "VAN ACCESSIBLE" SIGN 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 4" 12"x18" (TYP.) (MUTCD), LATEST EDITION AND NYS DOT SIGN DETAILS (UNLESS NOTED OTHERWISE). BLUE STRIPE (TYP) 2. ALL SIGNS SHALL BE MIN. 18" OFF EDGE OF PAVEMENT / SIDEWALK / BACK OF CURB OR AOBE. NOTE: 3. U—CHANNEL POSTS TO BE USED FOR ALL SIGNS WITHIN RIGHT—OF—WAY AND SHALL BE DRIVEN INTO GROUND. ALL DIMENSIONS TO CENTER 4. "VAN ACCESSIBLE" SIGN TO HAVE WHITE LETTERS ON BLUE BACKGROUND. OF 4" PAVEMENT STRIPING. 5. WHERE TWO SIGNS ARE TO BE INSTALLED ON ONE POST, THE BOTTOM SIGN SHALL MEET THE MINIMUM HEIGHT REQUIREMENTS. 6. ALIGN PARKING SIGNS WITH CENTER OF PARKING SPACE UNLESS OTHERWISE SHOWN. NOT FOR X ACCESSIBLE PARKING SPACE& TYPICAL STRIPING DETAIL X SIGN POST INSTALLATION DETAIL CONSTRUCTION SCALE: N.T.S. SCALE: N.T.S. �� OFNWr �Q' SPH P•ROtij O:1- TREE WRAPPED TO 8" ABOVE HOSE ,offt� �,�i FINAL GROUND LINE � �� �� ��� et ` 1 SAME AS AT NURSERY k�FLs, RPRUNE BUT RETAIN NATURAL FORM OF �a����� ������ 3 SHREDDED HARDWOOD MULCH _ TREE DO NOT CUT LEADER �� EssoNP� `� SOIL SAUCER (SEE NOTE 3) _�' �LATTACH 1 8" GALV. STEEL CABLE • ` riiWI-74417 I� \ �/ TO STAKE NOTCH STAKE TO RECEIVE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE -`� ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND ��`� 1�i CABLE. ENCASE WIRE AROUND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE ...:. ',', �/TMI -. `�� Pvr�, TRUNK IN REINFORCED RUBBER STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING :: .. GRADE - /� ° i --moi ...•,:.:..-. .. /������� %/////._:= :°...;._,,,:::;,.;. :.;::.:,.�;;,;;;,;;;,;,�....- D RUBBER HOSE SURVEYOR ENGNEERSHALLHSTAMP ITECT, LANDSCAPE DOCUMENT ANDC NCT CLUDENTHE ,• ;:''-".•::• :,.'''I .. :..';..': . ..;, ��` ��/ HOSE. SECURE ALL ENDS OF CABLE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE OOT BALL FRICTION GUARD ►_� DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION 51° \/ //\ .: -: /� //,///- ��� illrg.."--- WITH GALV. CLAMPS. OF THE ALTERATION. % i�i6:::_"'='iia6" TOPSOIL STAKES BETWEEN 1/3 & 1/2 4 GALV. TURNBUCKLE \ �'ki ..33:��1k.. A \' AT EACH CABLE HEIGHT OF TREE DRIVEN OUTSIDE \//i<///\ \�//j ' AMENDED PLANTING BACKFILL, SEE \ SPECIFICATIONS ` ' ROOTTREE AT BALL 120(THREESPACING)STAKES PER ' MINIMUM 12" OR �� DIAMETER OF ROOT I 3" SHREDDED HARDWOOD MULCH BALL. WHICHEVER IS GREATER FINAL GROUNDLINE SAME AS AT j 4"-6" EARTH SAUCER COMPACT SOIL UNDER BALL TO PREVENT NURSERY � SETTLEMENT (10" MINIMUM) \ I NOTES: COMPACT SOIL UNDER BALL TO PREVENT �� �/, CITY OF 1. PLANTING SOIL MIX IN INDIVIDUAL PLANTING HOLES OR CONTINUOUS BEDS; SEE SETTLEMENT 1 :: ,�e��;�e'%!;�ei, .: A %: SARATOGA SPRINGS :.• ei„e0„ei„ . SCHEDULE OF SOIL AMENDMENTS IN SPECIFICATIONS. � i#`4ei#`4ei ..: /i FIRE STATION #3 •. ,,` ,� . . •�, AMENDED PLANTING BACKFILL, 2. AFTER PLACEMENT AND ROTATION OF SHRUB REMOVE ALL ROPES FROM ROOT 12” I \ :::��:: :; <• _ ; SEE SPECIFICATIONS HENNING ROAD BALL AND CUT AND REMOVE TOP OF BURLAP. COMPLETELY REMOVE BURLAP ,SUBGRADE :\/i\//1 /A/� 12" SARATOGA SPRINGS, NY IF IT IS MADE OF SYNTHETIC MATERIAL. NOTES: 3. DELETE SOIL SAUCER AROUND EACH SHRUB IF CONTINUOUS BED. PROVIDE N NEAT TRIMMED SOIL EDGE AT CONTINUOUS BEDS AGAINST LAWN. WHERE PLANT 1. AFTER PLACEMENT AND ROTATION OF TREE REMOVE ALL ROPES FROM 0 BEDS ABUT CURBS OR WALKS MULCH SHOULD BE FLUSH WITH TOP OF CURBS ROOT BALL AND CUT AND REMOVE TOP 1/2 OF BURLAP. COMPLETELY hn AND EVEN WITH WALK SURFACES. REMOVE BURLAP IF IT IS MADE OF SYNTHETIC MATERIAL. m 4. PRUNE BROKEN CANES AFTER PLANTING 2. SET TREES STRAIGHT AND PLUMB. 0 0 X TYPICAL SHRUB PLANTING DETAIL X DECIDUOUS TREE PLANTING AND STAKING DETAIL O SCALE: N.T.S. SCALE: N.T.S. No. Submittal/Revision App'd. By Date 0 r, cp T O ° hr m o CO U 43 I— D m -, LE C = N c il O i z Q N CC 03 z - DETAILS U N m0 oN I O 0 o -d O N 0, o O Designed By: Drawn By: Checked By: EL Lnhn RDT JTM JPR zN ,‹.Issue Date: Project No: Scale: < 2021-05-05 066193 1" = 20' c e N 0 CEI 0 Drawing No.: CC L0 • Lc, > , C-603 N 0 bva