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HomeMy WebLinkAbout20221065 500 Union Longfellows Site Plan Final Signed Plans500 Union Avenue PROJECT VICINITY MAP SCALE: N.T.S. PROJECT LOCATION MAP Q SCALE: N.T.S. PUD Site Plan Amendment 500 Union Avenue, Saratoga Springs, NY 12866 November 22, 2022 SITE STATISTICS Revised April 25, 2023 SHEET INDEX: PARCEL SIZE: 8.6 AC, COVER TAX PARCEL ID: 180.-4-24 S-1 SURVEY ZONING: INTERLAKEN PUDD; ZONE AA L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 SITE LAYOUT & MATERIALS PLAN L-3.0 SITE GRADING & DRAINAGE PLAN L-4.0 SITE UTILITY PLAN L-5.0 SITE LANDSCAPING PLAN L-5.1 SITE LIGHTING PLAN PROPOSED USES L-6.0 SITE DETAILS L-6.1 SITE DETAILS HOTEL: 88 ROOMS L-6.2 SITE DETAILS SPA: 2,000 SF L-6.3 SITE DETAILS EATING/DRINKING: RECEPTION: 3,550 SF 6,300 SF L-6.4 SITE DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES PARKING CALCULATIONS 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. USE USE DEMAND REQUIRED 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, HOTEL ROOMS (88) 1.5 / ROOM 132 SPACES (HOTEL) 1929. SPA (2,000 SF) 1 / 500 GFA 4 SPACES (NON-RES) 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW EATING / DRINKING (3,550 SF) 1 / 100 GFA (UP TO 5,000 GFA) 35 SPACES (E/D) AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE RECEPTION (6,300 SF) 1/ 300 GFA (UP TO 10,000 GFA) 21 SPACES (NON-RES) ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE WEEKDAY COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. PARKING SHARING MID-7AM 7AM-6PM 6PM-MID. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER NON-RESIDENTIAL 0 25 20 PRIOR TO CONSTRUCTION. EATING / DRINKING 17 25 35 HOTEL 132 66 118 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. TOTAL 149 116 173 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED WEEKEND PARKING SHARING MID-7AM 7AM-6PM 6PM-MID. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO NON-RESIDENTIAL 0 25 15 APPLY. EATING / DRINKING 16 25 35 HOTEL 132 85 105 10. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS -BUILT DRAWING HAS TOTAL 148 135 155 BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PARKING PROVIDED -173 SITE / CIVIL: ARCHITECT: CM Balzer & Tuck Architecture 40 Long Allen Saratoga Springs 468 Broadway The LA GROUP NY 12866 p 518-587-8100 Saratoga Springs, NY 12866 I andscape Architecture &Engineering P.C. f 518-587-0180 Peop%. Purpose. Place. www.thelagroup.com APPLICANT: SURVEY CONSULTANT: 500 Union Avenue, LLC Van Dusen & Steves Land Surveyors 18 Division Street #401 169 Haviland Road Saratoga Springs, NY 12866 Queensbury, NY 12804 Planning Board # 22.1065 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Spnn Chairperson Date Signed: S I ? Map References: Record Drawing Lands of Sullivan & Powers, Inc. Dated: October 31, 2003 By: Paul F. Tommell, L.S., P.C. Survey Map of Lands Owned By Tomsargo Corporation Dated: May 10, 1996 By: L. Sipperly & Associates A Inv r8 CPP•ZN ly) 235.G; r5 ( TF=254 58 N \ I v 12 CPP (W)qj 245' 34 2 CPP=25 1 98 PLGAS I� Inv 12"CPP (011y)-242.32 ! $ Inv t 2 CPV(Ely)7 242.26 ey`-J' nd Section a - � Gas Paint Marking _ nv 2 _ 79 Roof=279.05 $ - z p �\ / e on / Enid �a J f2 CPP / Roof=28642 'r,' DeGk \9 I2 s. ` GOnG FF=2G3.44 m / Inv 245 1zJ j Approx. End \ m a°a f AC AC FF=259.93 Force Main _ Conc. Pad ❑ ❑ N m Cj f` � 4" PVC nv=259.50 O 6 6 _ 4' PVC FF =277.73 _ ,n N N N N m ? N' Inv=259.2G p ita Steps # Landing _ �I I 1 I Lands N/F Of cs i To second st° _ 501 Union LLC / _ ! End Section .` FP Dock IX- ►r3 to / nv = 25G.72 I , � ❑ A -1 B: 2019 P:1384 65� � r- ,f' � /` � J` .'% GB one ❑ - --I N �1 f TF=247.87 Inv 8" CPP=244.75 ar O y qC�s 180. - 3' 28 r / c 36 !f ! 0 Roof Peak=289.34� N N 0 1 / � f 01 B k � � W Brick Q / f'± Roof=257.57 � 3 aP T 0 le , e C 00 FF 2ND=270. / J 'CB A cF �) f5 icap C f % TF=`247 (52 ! TB c9^ \ > <0 T�vv 2P (NJj 244:71 . 30 Inv8'% P( 7rY"- 2A4 79'fA-4 Inv 8" CPP=245.19 �D o2pGPI ipIe� _ CCD .Post c'7 GB / \ ~-- rF 248 07 FF Inv•83' CPP,:•(NE'ly) 245. J,2 cy _ WL :.Post I " My 8" 71' (5Wly) 24,5 27 F 9 C15 8^ ater M in \ S TF=258.42 a nv 8" CPP (NE'ly)=255.2 1 6 Maps = • SMFi 2G2. / J S Inv 6" CPP (5W =255.26 Tv 8 PV 3 SWI � WL `A �� Y)- H r. ,r ".... Y) 255 83 tJ � f P Vi InV'Q' PV (NWly= I"� le; B nchm rk nv G Py (N'ly)=25G.23 .Post to y� y N N OA H d Ben hmar InvG'PV (NE'ly)=257.43 it G Y IiJ1 y o� - 5 atlon 2G4.4 = 2 2.48 Elevation A Hevation d r A 3 fi 2 _ ego 4 T, / = ry15" t cap J CB.:' 5 0 CB /k �� CB S,g �, 'Top Pipe = T�=247.99 Off` �� , TF-258.42 �!�\!! TF 257.94 � 2G 1 .55 " v 8' PP (PJ Iy) 2,4S '. 1 �QJ Inv 8" CPP=255.58 __,----Inv 12' CPP (N'ly)=254.G3 �_ WL -�- WL / I ,Q y� Inv 12 CPP (5E'ly)=254.85 • `, in Inv 8" 011 (W'ly)=254.1,2 / f 252 16 r nv 8 PP (5'ly)=254.34 ' J CB O �s \ f ,` / .....j . �L TF=258.40 Gas v o f 2? 1 / ` f �1.' tie 16" a le \ p , h Inv 1 2" CPP=255.30 Pa1n c p 15 �mai���a..�.. 1 sT _ , Lands N/F of 14" Maple f A David Rupert B 15 9 P :: T 30 r ; f \ , f P�r 180. - 3 23� Maple 7 sigp2525 n85Ili Bottom= 250.0/ - ` / 25fJ Bot om 252:0 ! x. 9J: t: ode ...' = ` �Telecomm. Vault �.. / c G SM NOTES: !/ ' / `f f` .f / t� SY f f \ \ / - TF- Go 5 ' Inv " fJd ( E'ly)= 55.68 59n Inv 'PVC ( W ly)= 55.64 \ I .) THIS MAP WAS PREPARED WITHOUT THE BENEFIT �F AN AB5TRAC`f OF .J \ f` �. \ i InC ly)=2 5. 4 PV( 'GG TITLE OR AN UP TO DATE TITLE REPORT AND IHEREFOE S fi[�SU.BJECTTO ' ANY STATEMENT OF FACTS SHOWN THEREON. ` ! 2J NO PROPERTY CORNERS WERE SET AS PART OF THIS 5l}�VEY f ! i`` F \ i a 3.) NORTH ORIENTATION IS PER NEW YORK STATE PLANE EAST i \ ~ / R f f ff O ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83). BEARINGS !/ � j. w t -vv C SHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE M NOT MATCH RECORDED BEARINGS.•` ' E dyer 4.) WETLANDS SHOWN ARE PER INFORMATION SUPPLIED BY THE LA GRaUP,- 5.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.�w�/ 4 ape ti G.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN W �� / / 26).. �� ACCORDANCE WITH THE EXISTING GODS OF PRACTICE ADOPTED BY THE pp O NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 263., sy �G�yn (0 'cf 264 7.) THIS MAP IS COPYRIGHT © 2021 VAN DUSEN * STEVES LAND Imk 00 l t0 z6 cna F \ co o Lands N/F of SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS \ Fence DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW 66 " ' 4 e Regatta View LLC Legend: YORK STATE EDUCATION LAW. ` ` � Concrete w,. 30Pme . \ cs 8.1644 P•719 \ Pad 32" Fine �� v� 2 Pme G 180.54-2-44 8.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE '' NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF �G� �. 24" File> _ J RF = CAPPED IRON ROD FOUND �8"Pin �6 INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED \ e O =UTILITY POLE Sp'i9ot TO AID IN THE ESTABLISHMENT OR RETKACEMENT OF PROPERTY LINES. 30" F,ne - 9.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL \ 6" Pine ,,' ` CB ❑ =CATCH BASIN GEODETIC VERTICAL DATUM OF 1929 (NGVD29). \ 2 n sMr ,/� tea; `•2 369,W TF=2G I .G5 �? =HYDRANT 10.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. w0 5hed 6 Inv 8" PVC (SE'I )=254.25 \ 0 BUI)Gling 0 06 W nv 8" PVC (NW'ly)=254.G7 I 1.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR Roof Overhan Maintenance S 80 0 9 �� Inv 8" PVC (NE'ly)=254.55 O S5Ac = MANHOLE INTEREST THE CITY OF SARAIN THE SPRINGS AND THE PEOPLE OF THE STATE OF NEW \ So� I I 1 2G� Approved by the City of Saratoga Springs Planning Board - YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, \ i_I C � ' '� '-• -SIGN TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE /------- -LAMP POST ROADS. � Under Authority of a tion Adopted � '3 z3 12.) SIZE, TYPE OF SANITARY SEWER PIPES ARE PLOTTED PER RECORD DRAWING (MAP \ \ \ REFERENCE NUMBER I). Lands N/F of Ch r _ Date & 7_-__-_ _- AC ❑ = AIR CONDITIONER 13.) INVERTS FOR STORM SEWER ARE FROM RECORD DRAWING (MAP REFERENCE NUMBER 1). Interlaken Homeowners V1� oA- I =WETLAND BOUNDARY B:1110 P:322 PB# 20221065 0 14.) THE 4" FORCE MAIN IS PLOTTED PER RECORD MAP (MAP REFERENCE NUMBER I ). 180.53-1-54 = NYSDEC WETLAND ADJACENT AREA U � Con J Q Cl-� Q ti W , Z o Q f= :j ,LLJ W C5 0 U W 5 U) LLJ cr-O 0 Lij W ~ a� W I' CL Cn ti p � ZO Pz a- W Q Q ��� C) 0 O ) Z 0 O C.? U M O co o U � � o 0 O O b0 U � � 4-1 ® biD 0 Qi Cd W Cn 4.4 rl U C 0, FNo�allom goo 03 WoRapO�a�`; - t''" aN°3 im z�av'w�'i o 0 O _ � p �n Y Nu� Z ° S U OU z¢ y�o O ° z m a w a o �. uU3=a �a���� N Fdo d, C O CO co .--f r-I O or a rA U U W Cr V1 0 O � '7 a �4 "d d' f c�C tf3 Date: August 12, 2021 Scale 1"=30' S-1 SHEET 1 OF 1 Bonaclo DWG. NO. 2 I -14G D-2712 180.-4-24 3 .� r� 'r REMOVE PAVEMENT, TYP. _.. j ///` REMOVE LIGHT, TYP. `..y. r \ r i .•rZ. / 3 rl/ i lFr. tom.. t t f' a'• i 3 REMOVE TREE, TYP. J t .�` • it"_ i_n4 5.0 G INLET PROTECTION, TYP. I 1, REMOVE PAVEMENT, TYP. L EXISTING P f CUT BUILDING 1 e' 3 : } t 2 SILT FENCE, TYP. 1 ' -' L-6.0 .._.. ;. 3 ' L g f ,. i 1 REMOVE CURB, TY y i ' REMOVE EXISTING 00, STORM PI E REMOVE CATCH Co c. P d _ I BASIN\ X \ I i :z, I REMOVE BRICK PAD %` ` REMOVE TREE, TYP. REMOVE EXISTING ca REMOVE LIGHTS, Tl STORM PIPE r • TF 247.87 8" CPP=244.75 EXISTING BUILDING TO REMAIN - : �ft � REMOVE FENCE, TYP. 7 C REMOVE PAVEMENT TYP -r Q oeN�J STABILIZED 3 �. CONSTRUCTION I ENTRANCE _..;.; 6 0 TREE PROTECTION, TYP. _ r t, �r 2 i ::. j \ REMOVE LIGHT, TYP. _._...._. SILT FENCE, ;- -_ L-6.0 TYP. t .- ;; :OBLITERAt� 2,, _ wl.__. _rr' PAFZKING € I # ; MARKINGS, TYP x 2 i 1 `\ �� CJ t \\ : `\ r ... \ f. L 6.0 r. . INLET PROTECTI01 ..w.�' -{.4 •. t t e A' : i I ! I ! STAGING AREA ! I OBLITERATE PARKING wv� MARKINGS, TYP. TREE PF 'r REMOVE LIGHT, TYP. STAGING AREA V A i t \ \ : , _ r~ \, \ t . :� is ✓ - \ ;� i �- i Shed t i i Roof Overhang Maintenance Building cow am 77-776700" ¢# .:a n,ds Now or p��1`zzz�>zl I1zI.e1`1a1��.rt ttc�.��<�r���z�� y of =ralrsra iae T01171hkarlses' i INLET PROTECTION, TYP. - : ' t 6 ' TREE PROTECTION, TYP. r: 0 \ \ m \ V REMOVE LIGHT, TYP. C d Z 1\01\ ' 0 REMOVE z FENCE, TYP. rn REMOVE m PAVEMENT TYP. REMOVE PORTION OF i 1,1 GRAVEL DRIVE REMOVE TREE, TYP. _ REMOVE SIGNS, TYP. � i I 4 CONCRETE WASHOUT L6.0;. I t' REMOVE AND DISPOSE OF GREASE TRAPS, TYP. OF 6. REMOVE FENCE, TYP. I REMOVE SANITARY \ LATERALS, TYP. OF 3. � REMOVE DEAD TREE, TYP. t REMOVE FENCE, TYP. � )TREE PROTECTION, TYP. REMOVE LIGHT of Daniel 01 2 Lands I of 180,-3_28 GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED SEPTEMBER 12,2021, AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6, CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BE APPROVED AND SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 9. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 10. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 12. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 13. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. SITE PREPARATION NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH an ds NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. Da Vi d 11.;" '5 1 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING 8o, PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS, 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. t DYER 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, ��- VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. tanC $ N 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING ga t to v,, BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM B�� 1644 THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. i;' ... 54a , 0 The LA GROUP Landscape Architecture @ Engineering P.C. PeopCe. Purpose. P(ace. 40 Long Alley p 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for. 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 of NEI B. Q C) u yTt Di L t; t^L, 1330 {F <'Ro� -QS ,oN�,� 0... v Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 11/22/2022 Scale: 1"=30' Rev: Description: Date: LCVCINU Drawing Title ® PROPERTY LINE )CXXXXXXX REMOVE ITEM \���\ G�011 LIMIT OF DISTURBANCE Site Prep, Demo, EXISTING STORM LINE REMOVE STRUCTURE Planning Board # 22.1065 & ESC Plan ------`=A --- - EXISTING SANITARY LINE REMOVE PAVEMENT . EXISTING WATER LINE ' ro .._..._._.___...... ....._...._.._..._.__.. ,++'+'��.'.'+'+'. REMOVE GRAVEL A oveop thority of a resolution adopted `3 Drawing No. -- --- EXISTING OVERHEAD UTILITY INLET PROTECTION t e j nin �r the City of Saratoga Sprin s. SF SILT FENCE Chairperson 30 0 10 20 30 Date Signed L _ 'I1 s o -x-x-x-x- TREE PROTECTION FENCE l7 23 SAWCUT PAVEMENT Scale: 1" = 30' 2o O Q N 00 � N m N O aNa gab ORNAMENTAL FENCE, TYP. CONCRETE PAVERS, TYP. l ' cv) 4P �y� t \4 f f \\ ,l r' i ummaum �\ \` 155 b 8 L-6.0 Z EMPI Y -.. rY i W O a 10111 km§ w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f LIMIT OF DISTURBANCE CONCRETE CURB CONCRETE SIDEWALK L GRAVELPAVEMENT ASPHALT PAVEMENT PADDOCK FENCING ORNAMENTAL FENCING LIGHT POLE BOLLARD LIGHT Planning Board # 22.1065 v Approval Ap ed n authority of a resolution adopted !3 e P g Bard of the City of Saratoga Spri gs. Ch rpe Date Signed 7 C1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared fora 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 '�' Qf NE O Cli n c� F� 913 R�FESStoNP Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 11/22/2022 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENTS 1/31/2023 2 1 FIRE DEPT COMMENTS 4/5/2023 Drawing Title Site Layout & Materials Plan Drawing No. L-2.0 Scale: 1" = 20' GRADING NOTES: <� �c\✓ \ '` '' 1, OEYORS N DERIVED FROM FIELD SURVEY DATED AUGUST 12 2021, PERFORMED BY VAN DUSEN & �\ STEVESLAND SURV G ' ��-- - 3 € - ` Xf 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. - t ,r e: o ��� SP / ;' 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. (259.00) (261.97) omm ti `\ ,� r' ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. �• 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF 4 f '3 t � 0 67s ONE -EIGHTH INCH (1/8) PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2 /o. ANY DISCREPANCIES NOT \ �, � `\ ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE PRIOR TO CONTINUING WORK. CONNECT 4" HDPE TO �a i / �i/,' EXISTING DRYWELL. _ \, \ r i z .0 / � � � �, , r \\ , 5. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL � a ¢ lf, INV. 249.80 \ �, `, \ BE REPORTED TO THE OWNERS REPRESENTATIVE PRIOR TO CONTINUING WORK. 4" HDPE � ,f � .,,,�,,:,F ` \ •, 4 � � 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA \� GUIDELINES. FOUNDATION DRAIN � f INV. 250.0 FFE:N2.93 \ { 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN --i FFE:262.93 OTHERWISE. SEE RAMP r GRADING INSET "•• ' ' S ^ - t\ E 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING - PAVING { ' +f, a ," FFE 262 93 262.1 j, 1 1 \` i �' \ (257.23) TC 258.90 7 YD-1 BC 258.40 rn L-6.4 -' ; 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING ` t ij 1 RiM: 259.50 PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. \� ;�� N 262.80 0) \. 1 INV. OUT: 257.0 0 001 t ;` FFE:262.93 { 10, EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL i TCf$C55 1262.81� ;\ t I j REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION 8" HDPE T N OPERATIONS AT NO ADDITIONAL COST TO OWNER. �� v BC 25�5.88 WYE 8" HDPE INTO THE � � � Co. .. A TOP OF EXISTING PIPE 1 �� !t rn 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE 1 Z •c3�; I INV. 254.61(8" HDPE) e.58.55�•�� 1 _ ` ,, � " ! COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT (; i �C,258.74 = 1 2s2s3 AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED f i ' L-YTS _ \• Y\\\�\\\\\\ y - \ » B� 258.T,4 \ rn OF OFFSITE. \ . L.S. l i. s 2& 63 r.. . i.,• F _.. �W=MM=� mmmm=—�; 3 0 J l0 U) 0 r 0 ❑ d N K N o O N D_ LL M N U N N < Q 2 �ma 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 22.1065 Approval 7AKau hority of a resolution adopted I`' AJ ing B �d o e City of Saratoga Sp gs. Chairperson Date Signed The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Puce. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for.- 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 of NE B Y pb's B. O t' ¢ 2N 133� �s v A9OFESSIO�P Project No.: 2021075 Design: DBH Drawn: KLT Ch'k'd: DRC Date: 11/22/2022 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Grading & Drainage Plan Drawing No. L-3.0 AV f/<"V' �/ \ �// v i s' t : f it v / `$ ' n' ;TIP (ter 3 i� j i� f i i 2t7r- i' �ivy 3`I r. n o im 43 i i - .f ?5 TF f ,f ' r //15 245, TF-f - „.. CP EXISTING WATER MAIN AND LATERAL CONNECTION { ,} .t - 25 f IY it r f f �1 <w k� J: ~' O ✓ `�. A71\ll f � r EXISTING HYDRANT UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U F P 0. 1 800-962 7962 AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE -------_.j i UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. The LA GROUP ff Landscape Architecture &Engineering P.C. 2. WATER AND SEWER CONNECTIONS SHALL BE REVIEWED AND APPROVED BY THE CITY OF SARATOGA SPRINGS AND obw ...: \ ; SARATOGA COUNTY SEWER DISTRICT #1 RESPECTIVELY, PRIOR TO CONSTRUCTION. People. Purpose. Place. .. `s \\00 40 Long Alley p: 518-587-8100 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN r. \ ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. Saratoga Springs f 518-587-0180 NY 12866 www.thelagrroup cam 4. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. Unauthorized alteration or addition to this ........ document is a violation of Section 7209 of the 5. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING New York State Education Law. 1 CODE REQUIREMENTS. O © the LA Group 2022 t 6. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, S; AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. ST m CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) Prepared for. WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED 500 Union Ave LLC _'i! . -� LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE, _.... ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE \ C BORNE BY THE CONTRACTOR. z 18 Division Street #401 EXISTING WATER MAIN AND O 7. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. Saratoga Springs, LATERAL CONNECTION NY 12866 1 z 8. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. _sss see ;. .;. .. G ( 9. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT zROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. k c m WATER SYSTEM NOTES } 1 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 04 l 5' 0" T J 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION. 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL I COATED, 350 P.S.I. PRESSURE RATING. lrvi INV. @ BLDG.: 258.93 I` " 4, CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF CONTRACTOR TO FIELD VERIFY j ? SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY EXISTING LATERAL SIZE AND i ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PROVIDE GATE VALVE AND LINE 1 ? PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES GREASE TRAP, SCHIER ' i ARE EXCLUDED FROM THIS REQUIREMENT. EXTENSION OF THE SAME SIZE L-6.3 A AIn 11AATC�I A MODEL N0. GB-250 ,,,• - CONTRACTOR TO 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN COORDINATE WITH AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN LOCAL UTILITY INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. PROVIDER REGARDING DISCONNECTION AND 6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. - RECONNECTION OF ELECTRIC / 7. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON COMMUNICATIONS STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE LINES SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. NEW 4" SDR-26 8, DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR PVC LATERAL. MIN. SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED SLOPE 2%. `; TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 450 BEND {i 9, THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE. WYE 4" LATERAL INTO 6" LATERAL 10. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 4" INV. 258.32 i 6" INV. 256.71 i 11. VALVE BOXES } 11.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 11.1b, COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED OF "WATER". 12. VALVES ! 12.a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). i 12.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. ! 12.c. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. i 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 12.e. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. Z_7 121 EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 'S I 12.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 1 13. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. c'{=e. =_ 14. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 5 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 16. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. LEGEND s to PROPERTY LINE \`10 . 00 110 LIMIT OF DISTURBANCE WL_-_._._.....--- W L ................ EXISTING WATERLINE W EXISTING WATERLINE .......__._ EXISTING SANITARY SAN PROPOSED SANITARY 20 10 0 5 10 15 20 Scale: 1" = 20' Planning Board # 22.1065 Date Signed ority of a resolution adopted y `3 1-3 rd of he City of Saratoga Sprin s. ChaimOrson Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 of: NE' CAP ��ps B. ° yF� � Cc 01 SS10N�\. Project No.: 2021075 Design: DBH Drawn: KLT ChYd: DRC Date: 1112212022 Scale: 1"=20' Rev: Description: Date: 1 CITY COMMENTS 1/31/2023 Drawing Title Site Utility Plan Drawing No. L-4.0 PLANT LIST 3 SYM. I QTY. 1BOTANICALNAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES QR 2 Quercus rubra Red Oak 31'-4" cal. B&B ORNAMENTAL TREES AG 6 Amelanchier x grandiflora 'Autumn Brilliance' Serviceberry 8'-10' ht. B&B, TREE -FORM CC 3 Cercis canadensis Eastern Redbud 1 "-1 1' cal. B&B, TREE -FORM EVERGREEN TREES PG 1 5 1 Picea glauca White Spruce 10'12' ht. B&B SHRUBS CA 11 Clethra alnifolia'Hummingbird' Hummingbird Clethra 18"-24" ht. CAR 10 Clethra alnifolia 'Ruby Spice' Ruby Spice Clethra 24"-30" ht. FS 12 Forsythia x'Spring Glory' Spring Glory Forsythia #7 cont. HP 17 Hydrangea paniculata'Limelight' Limelight Hydrangea 18"-24" ht. HQ 22 Hydrangea quercifolia Oakleaf Hydrangea 30"-36" ht. IG 6 Ilex glabra'Nordic' Inkberry 18"-24" ht. IT 11 Itea virginica Virginia Sweetspire 18"-24" ht. IV 30 Ilex verticillata'Red Sprite' Common Winterberry 18"-24" ht. RC 30 Rhododendron catawbiense Catawba Rhododendron 30"-36" ht. VC 32 Viburnum carlesii'Compactum' [Compact Koreanspice Viburnum 18"-24" ht. PERENNIALS /GRASSES /GROUNDCOVERS/HERBACEOUS HB 25 Hosta'Big Daddy' Big Daddy Hosta #2 cont. HG 19 Hosta'Paul's Glory' Plantain Lily'Paul's Glory' #2 cont. HH 31 Hemerocallis'Happy Returns' Happy Returns Daylily #2 cont. PA 34 Pennisetum alopecuroides Fountain Grass #3 cont. PB 31 Perovskia altriplicoflia 'Blue Jean Baby' Blue Jean Baby Russian Sage #2 Cont. SS 45 Sedum spectabile'Neon' Neon Sedum #2 cont. EXISTING TREE KEY (TO BE RETAINED) ABBREVIATION COMMON NAME BOTANICAL NAME CS Common Sassafrass Sassa rass albidum EH Eastern Hemlock Tsu a canodensis ray irc Betula populifolia SM Sugar Maple Acer saccharum WP White Pine EXISTING TREE KEY (TO BE REMOVED) ABBREVIATION COMMON NAME BOTANICAL NAME CH Chinese Hawthorn Cratae us pinnatifido SM Sugar Maple Acer saccharum SVM Silver Maple Acer saccharinum WC I White Cedar I Thu"a occidentalis WO I White Oak I Quercus albs LEGEND \�\ a \\ ��\ -1 PROPERTY LINE ANNUALBEDS DECIDUOUS AND FLOWERING TREES EVERGREEN TREE SHRUBS AND PERENNIALS EXISTING TREE kAt ftw EX. WO \\\ 1(T REMOVED) 21 0 PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT, 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10, THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15, IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE OR CHEWINGS FESCUE 85% 95% KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 42 AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: sY „L GRADATION: dam:;+•, �\\� SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. 11 #10 100 PH RANGE 5.2-7.0 PB #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 0 5 10 15 20 Scale: 1" = 20' Planning Board # 22.1065 Approval A r r a hority of a resolution adopted V. ing d e City of Saratoga Sprin �h i.rpe son g . Date Signed 7�-3 0 The LA GROUP Landscape Architecture @ Engineering P.C. PeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga .Springs f 518-587-0180 NY 12866 www.theiagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for" 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title.- 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 Hof NElm y Co O �9i33� ARO�ES SI®�" Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 11/22/2022 Scale: 1"=20' Rev: Description: Date: Drawing Title Site Landscaping Plan Drawing No. L-5.0 x kv of , urp, �Ods, Page 113 NatZ Goif Coursell --da + BL1 + BLS + I .40.2+ 0.1+ & + + + 0 0.1 B L + MEN .5 @ V + 0.0 0,0 + 0,0 0,0 0.0 0,0 4- A 0,0 0,0 0 U, 0,0 0,0 0"0 0,0 + 0.0 0.0 0,00' 0.1 0,0 0.0 \0,0 0,0 0.0 0.0 + 0.o) u-) 0 0,0 +0.1 +0.1 +0.1 +0.1 +0.1 0.0 0.0 0.0 0,0 373472,, 9 So, 410, e t u 8. 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'I U Lex, ' ) *1 1 - -!c,`,0&-nerq0 Q + + 0,0 0�0 0,0 0�0 0,0 0�0 •0,0 0,0 0,0 0,0 0.0 0, 0 0, 0,0 0,0 0,0 0,0 0�0 V m 0 0.0 0,0 + 0.0 0,0 + 0,0 40 40 LUMINAIRE SCHEDULE Symbol Label Qty Manufacturer Catalog Number Lamp Description Lumens LLF Watts -0 BL1 6 NLS Lighting, LLC TBA-T3-16L-175-30K7 LED 1076 0.9 10 .0 BL2 7 BEGA Converted by LUMCat V 11,05,2017 / H.R. 99 862 Q LED 1281 0.9 19.8 S1 7 NLS Lighting, LLC NV-1-T4-48L-7-30K-UNV LED NV Series Area Lighting Fixture 11331 0.9 104 S2 2 NLS Lighting, LLC NV-1-T3-48L-7-30K-UNV LED T3 silicone optics 11437 0.9 104 S3 3 NLS Lighting, LLC NV-1-T4-48L-7-30K-UNV LED NV Series Area Lighting Fixture 11331 0.9 208 1. S1,S2, AND S3 ARE 20'HT. 30 0 10 20 30 Scale: 1" = 30' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Site Calc Area - general + 0.8 fc 12.0 fc 0.0 fc N/A N/A Pool Area + 3.4 fc 13.4 fc 0.0 fc N/A LEGEND PROPERTY LINE LIGHT POLE BOLLARD LIGHT 0.1 FOOTCANDLE Planning Board #22.1065 C1 M The LA GROUP Landscape Architecture & Engineering P.C. People, Purpose. P&ce, 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. 0 the LA Group 2022 Prepared for- 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 Project No.: 2021075 Design: MCB Drawn: KAC ChVd: DRC Date: 11/22/2022 Scale: 1"=30' Rev: Description: Date: Drawing Title Site Lighting Plan Approval I 31, L-3 ve u r au ority of a resolution adopted, Drawing No, a . ng a e City of Saratoga Sprvgsi Chairperson Date Signed L-5.1 3 a n Z co oa-N 0 o ooS-14 � N H N O Q N O QMNa Y 4 d a q �u CO ," a 0 m 2 N Z acnL CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR EDGE OF EXISTING ROADWAY RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. r 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE f p AREA PRIOR TO PLACING OF STONE '' r 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM �o WITH 5:1 SLOPES WILL BE PERMITTED. D 6, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12' THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATEF AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT, STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10' MAX. � TO q 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND w ............. .................... FILTER FABRIC ' o w > w ::::::::::::::::::.-:::::::::::.:::::::............. ................................................................................................ Z _ 0m - O ¢ o q LL - 0 N O J co - r: J J z FLOW w m .........:.::::::::.::::::::.:.:::::.:.::.: 9 w > _ - c xfl - m - z - - .. ..:; .: ..... ..................... .. .............. o - - LL EMBED FILTER CLOTH MIN. 6" INTO GROUND PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE U MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE Scale: NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE Scale: NTS 8' MIN. 0 o a o a 0 o 0 0 0 0 a s o u a CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE /�10 MIL PLASTIC / LINING WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE �- STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. FILTER BAG STEEL FRAME FOR BAG REMOVAL FROM CATCH BASIN CATCH BASIN ISOMETRIC VIEW INLET PROTECTION Scale: NITS L7 NOTE: MEASURE DBH OF TREE IN INCHES. THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROM THE TRUNK THAT SHOULD BE PROTECTED BY FENCING DETERMINING CRITICAL ROOT ZONE NOTES: 1. FILTER BAG SHALL BE ADS FLEXSTORM CATCH -IT INLET FILTER, OR APPROVED EQUIVALENT. 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. 3. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET. 4. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED IMMEDIATELY AFTER INSPECTION. 5. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. AQ- SINGLE TREE CHAIN LINK CRITICAL ROOT ZONE MULTIPLE TREES CHAIN LINK CRITICAL ROOT ZONE L7 w NOTES: L7 1. TREE PROTECTION ON FENCING SHALL BE ERECTED C�7 Q L7 r_1 AT THE EDGE OF THE CRITICAL ROOT ZONE OR L7 BEYOND PRIOR TO THE START OF ANY FENCING POST CONSTRUCTION ACTIVITY. TREE PROTECTION AREA 2, THE PROTECTED CRITICAL ROOT ZONE OF EACH CONTINUOUS ---,,,STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINIMUM CHAIN LINK FENCING DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6', WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, z AND BE CONSTRUCTED OF CHAIN LINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS k \� DRIVEN 2' (MIN.) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT ��- MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR I - I( TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE U U `" ALLOWED WITHIN THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN 10'-0" MAX. A VISUALLY PROMINENT LOCATION. TREE PROTECTION Scale: NTS 0 Q 0 LU ~ ox (D0 c� o �ui W -TOP COURSE - NYSDOT ITEM 402.09 NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY TACK COAT - NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE BINDER COURSE - NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER PG 64S-22 402.25 COURSE. COMPACTED GRAVEL- NYSDOT TYPE 2 CRUSHER RUN -STONE (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR MIRAFI 50OX SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT Scale: NTS PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE ALL 1-1/2" 3" 12" ASPHALT KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL -COMPACTED SUBGRADE STANDARD FINISH SHALL BE BROOM FINISH PERPENDICULAR TO WALK. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD ALTERNATIVE FINISH AS NOTED ON PLANS SHALL BE STAMPED CONCRETE, ASHLAR CUT SLATE PATTERN, COLOR THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED The LA GROUP SILVERSMOKE (DAVIS COLORS), WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY Landscape Architecture &Engineering P.C. SUBJECT TO SUBMITTAL APPROVAL. MINIMUM SPECIFICATIONS. Peopfe. Purpose. Pface. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS 4 CONCRETE - SEE CONCRETE SPECIFICATIONS SHALL MEET OR EXCEED THESE 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE NY 12866 www.thelagroup.corn 6" GRANULAR SUBBASE COURSE NYS DOT AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW _ SECT. 304, TYPE 2 COMPACTED TO 95% WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR STANDARD PROCTOR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) Unauthorized alteration or addition to this SUBGRADE COMPACTED TO PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE document is a violation of Section 7209 of the New York State Education Law. 90% STANDARD PROCTOR SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER NOTES: LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR EXPANSION JOINT SPACING - 20'-25' O.C. ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 © the LA Group 2022 CONTROL JOINT SPACING - 5' O.C. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT Prepared for WALK SHOULD NOT EXCEED 1: 12 CONSTRUCTION JOINT DETAILS TO BE LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY 500 Union Ave,LLC SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' WITH CLIMATE AND WEATHER CONDITIONS. MIN. OR AS ORDERED BY CITY ENGINEER TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 18 Division Street #401 CONSTRUCTION AND MATERIALS", 1985. Saratoga Springs, NY 12866 GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY SARATOGA SPRINGS RIGHT OF WAYS: BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS, CONCRETE PAVEMENT Scale: NTS i�i�iT nrni nrn nnri. EXPANSION JOINT CONCRETE JOINTS Scale: NTS FLUSH GRANITE CURB SCORE JOINT FINISHED GRADE, TYP. SEE PLAN FOR CONDITION GRANITE CURB; N.Y.S.D.O.T. TYPE A FINISHED GRADE, SEE PLAN FOR CONDITION CONTINUOUS CONCRETE CAST IN PLACE BACKING, 3,000 PSI, WET PLACED CONTINUOUS CONCRETE BASE, DRY PLACED MIN. 6" N.Y.S.D.O.T. SECTION 304 TYPE2,SUBBASE COMPACTED OR UNDISTURBED SUBBASE TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. Project Title- 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 Scale: NTS OF NEB". O �J3 2� y` 1339 90FESsot Planning Board # 22.1065 Approval ve u r u ority of a resolution adopted ` g ��dlofle City of Saratoga Spri76s. Chairperson Date Signed Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 1112212022 Scale: NTS Drawing Title Site Details Drawing No, L-6.0 CONCRETE WASHOUT Scale: NTS PAVEMENT KEY Scale: NTS 3 0 trao OWN LL N Lo N N Q N O �Na` ��o mEm0M N Z 0 a Co tz 2" JOINT FILLER WHEN ABUTTING CONCRETE FINISHED GRADE ... :.:........: i._._.i E..' .€ .. . FINISHED GRADE 3 � i •. � 4 i im._ � i i—iII.,.... EI... iI3 to GRANITE CURB_.._..; ,_..,.....: ._._._..: ..._. ,.. s....:_...: I s Wes. ,.; ! W E : .. MIN 12" LONG, 3000 ';- 't ,- v:{ .. N.Y.S. D.O.T. SECT 304 PSI WET MIX - : 11 TYPE 2, SUBBASE CONCRETE BACKING €,`3 `„' i i =E AT CURB JOINTS i-i ° a -' I i : ; 3000 PSI DRY MIX a CONCRETE BEDDING, - 11 I CONTINUOUS ALONG CURB COMPACTED OR —ter-_. I__. 1; I # UNDISTURBED NYS DOT SECT 304 SUBGRADE TYPE 2, SUBBASE 6„ 6" 6„ GRANITE CURB DETAIL GRANITE CURB Scale: NITS SEE PLANS FOR CONDITION FINISHED GRADE NOTE: EXPANSION JOINTS LOCATED Z ALONG CURB 10" O.C. MAX. CONCRETE CURB Scale: NTS W CURB JOINT DETAIL 3/4" PREMOLDED EXPANSION JOINT 6 1/4" RADIUS SEE PLANS FOR CONDITION io --POURED-IN-PLACE i CONCRETE CURB _, �, r g e 1 0—GRAVEL COMPACTED W� : TO 95% STD. PROCTOR \\.'i SUBGRADE COMPACTED TO 90% STANDARD PROCTOR SCORE JOINT 6 #4 NOSE BAR CONTINUOUS CONCRETE WALK 1/4" RADIUS W.W.M. —77 PAVEMENT (SEE PLAN) cD I ^I _ I CAST -IN -PLACE INTEGRAL CONCRETE CURB, SEE SPECS ON CONCRETE PAVING DETAIL C°r GRANULAR SUBBASE (TO 95% STD. PROCTOR) COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) 6" 1 7" 6" INTEGRAL CONCRETE CURB Scale: NTS 1/2" RAC SEE PLANS FOR CONDITI Scale: NTS 0 112" RADIUS WITH 1/2" REVEAL UNLESS OTHERWISE NOTED PROVIDE 1/4" EXPANSION JOINT IF INTERFACE WITH CONCRETE PAVING. ADJACENT PAVEMENT, SEE PLANS. CAST-IN-PLACE/SLIP FORM CONCRETE CURB, NYS DOT CLASS J COMPACTED GRAVEL (TO 95% STD. PROCTOR) NYSDOT SECT. 304 SUBBASE TYPE 2 COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) HAND RAIL R\y F.G. CONIC. 0- � SIDEWALK M TYP. ° ° d , d I d d io >- q ° F.G. CONIC. SIDEWALK WASH TREAD TO p DRAIN 1/4"/FT. TYP. 0)° Zo ° P ° CONC. STAIR - — — — �4 i a d i FOOTING, d TYP. THICKENED EDGE, TYP. - ad j ° ° I a' ,° I d b I d .. , .. . I° TYP. p a. d ...... CONCRETE STAIRS Scale: NTS Scale: NITS DETAIL 1 A 0°Po @ @ @ 0 O O O O O O 0 @ @ @ @ 0 q B B r 0@@ @ @ @ O DOME O O O O O O O 000000 A PLAN -TILE Scale: NTS CONCRETE BASE TO BE FLUSH IN ALL SIDEWALK AREAS PROVIDE EXPANSION JOINT. FINISHEC SIDEWALH LIGHT POLE BASE Scale: NTS I I C0 0..7 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A --- DOME INTERNAL EMBEDMENT 10/16" OHOLE THROUGH FLANGE AT 3" CIC SECTION B-B EMBEDMENT FLANGES (2 PER FLANGE) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. LIGHT POLE AS PER SPECIFICATIONS AND LIGHTING PLAN ANCHOR AS PER MANUFACTURERS RECOMMENDATIONS 1" CHAMFER IN ALL LAWN OR PLANT BED AREAS FINISHED GRADE LAWN AREAS REMOVE SONOTUBE TO A MINIMUM DEOTH OF 6" BELOW PROPOSED FINISHED GRADE CONDUIT, BY OTHERS SEE SPECIFICATIONS ANCHOR BOLTS AS PER MANUFACTURER'S RECOMMENDATION POURED CONCRETE BASE, 300 PSI 6" COMPACTED GRAVEL BASE COMPACTED SUBGRADE GROUND ROD, AS PER MANUFACTURER'S RECOMMENDATION 0 LIGHTED BOLLARD, SEE LIGHTING PLAN ANCHOR BOLTS AND MOUNTING PLATE PER MANUFACTURER REQUIREMENTS SEE ENLARGEMENT I _ SEE PLAN FOR EDGE CONDITION i 4000 PSI REINFORCED CONCRETE FOUNDATION. PROVIDE (4) #4 VERTICAL BARS EVENLY SPACED f° AND #3 HORIZ. BARS 12" O.C., 2" MIN COVER ALL SIDES. REMOVE FORM TO 6" BELOW FIN, GRADE. ° ELECTRICAL CONDUIT, PER SPECS ° a e a > COMPACTED OR UNDISTURBED SUBGRADE 14" BOLLARD LIGHT BASE Scale: NITS BOLLARD Scale: NTS POST CAP, TYP. 1"X4" RAIL, TYP. 4"X4" POST, TYP. IT 1 I `—FINISHED GRADE 1 I,I II II Il II I CONCRETE FOOTING I, _ Lu II U'II ,J L J 6" NOTES: 1. DUE TO 8' ON CENTER POST SPACING, STEEL STIFFENERS SHALL BE SUPPLIED FOR EACH SECTION AS PER MANUFACTURER RECOMMENDATIONS. 2. INSTALL POSTS & RAILINGS PER MANUFACTURERS SPECIFICATIONS. PADDOCK FENCE BOLLARD MANUFACTURER MOUNTING SYSTEM. MOUNT WITH MANUFACTURER RECOMMENDED HARDWARE. 1/2" CHAMFER rTOP OF FOUNDATION 1" ABOVE FINISH GRADE IN PLANTED AREAS. I I a a d d IA II d ENLARGEMENT BOLLARD DECORATIVE SLEEVE TO BE BEGA SYSTEM BOLLARD TUBE (TO MATCH PROPOSED BOLLARD LIGHT); POWDER COAT BLACK INTERNAL 4-1/2" STEEL PIPE, FILLED WITH CONCRETE TRANSITION CURB Scale: NTS 3000 PSI CONCRETE FOUNDATION [Magi FULL HEIGHT REVEAL CONCRETE FOOTING Planning Board # 22.1065 Approval ove a hority o a resolution adopted - I Ing g* he City of Saratoga Spr Chairperson Date Signed 8 NOODEN POST RAIL VISHED 2ADE )NCRETE )CITING LCI The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for. 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 oF. N LJ X` r �® 9 Rd�ESS10��' . Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 11/22/2022 Scale: NITS Drawing Title Site Details Drawing No. L-6.1 0 in Z < ro OQN N m N N 1. 2 N a � Q ,oM ME VW a<nE v 12" TYP. FOR ALL LINE POSTS 18" TYP. FOR ALL GATE "MESSED DOME DECORATIVE ST CAP, TYP. 1"' TOP RAILS, TYP. i" SQ. PICKET �. POST, SIZE AS RECOMMENDED BY %NUFACTURER,TYP. 1.' BOTTOM RAIL, TYP. NISHED GRADE, TYP. FOOTING CONDITION; SEE PLAN. SEE DETAIL BELOW FOR WALL MOUNT. NOTES: 1. FENCE SHALL BE'MONTAGE PLUS', 5 RAIL, MAJESTIC, BY AMERISTAR FENCE OR APPROVED EQUAL. AND CORNER POSTS ORNAMENTAL FENCE Scale: NTS GATE END PC PROVIDE GATE LOCK[ MECHANISM F MANUFACTURE RECOMMENDATIONS, T c h C C L -7 ------- r 10 I T r. rvr,, HLL UH I C AND CORNER POSTS ORNAMENTAL GATE Scale: NTS w 0 z w w SEE NOTES ELEVATION SEE NOTES FOR SPECIFICATIONS GALVANIZED POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) PRESSED DOME DECORATIVE POST CAP, TYP. PROVIDE HINGE CONNECTION TO FENCE PER MANUFACTURER'S RECOMMENDATIONS SQ. POST, SIZE AS RECOMMENDED BY MANUFACTURER, TYP. FINISHED GRADE, TYP. FOOTING CONDITION, TYP. TEXT LETTER APPROX. SIZE OF SIGN M.U.T.C.D. NO. SIZE I TYPE RESERVED A BARKING SEE 12"x18" P-1-1 ® M.U.T.C.D. 1.5 S.F. B SEE M.U.T.C.D. , 12 x6 R7-8A SEE 30"x30" G STOP M.U.T.C.D. 6.25 S.F. R1-IC D AUTHORIZED SEE 30" X 24" VEHICLES M.U.T.C.D. 4.00 S.F. R5-11 ONLY E I SEE 12"x18" P-1-1 M.U.T.C.D. 1.5 S.F. F EMPLOYEE PARKING SEE 12"x18" ONLY M.U.T.C.D. 1.5 S.F. NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. NOTES: SCHEDULE 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2, POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. SIGNAGE Scale: NTS NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. ACCESSIBLE PAVEMENT MARKING Scale: NTS EXISTING RE; PARKING SIGN TO 8'-0" TYP, LAYOUT A L-6.0 CONCRETE SIDEWALK FLUSH CURB NO -PARKING AISLE PAINTED WITH 4" DIAGONAL LINES 4 NYS STANDARD L-6.2 ACCESSIBLE ICON 4" WIDE PARKING LINES 9'-0" TYP. 8'-0" TYP. 8'-0" TYP. LAYOUT B 8'-0" TYP. 9'-0" TYP. NO -PARKING AISLE PAINTED WITH 4" DIAGONAL LINES 3 NO PARKING SIGN 3 L-6.2 L-6 2 RESERVED PARKING SIGN NOTES: 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 2. CENTER SIGNS ON PARKING SPACES UNLESS OTHERWISE SHOWN OR NOTED. 3, PROVIDE'VAN ACCESSIBLE' SIGN FOR ALL VAN ACCESSIBLE SPACES. ACCESSIBLE PARKING LAYOUT Scale: NTS REMOVE EXISTS DO I' ROOT CR FINISH GRADE UNDISTURBED S,--,,--- TREE PLANTING DETAIL Scale: NTS ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME COMMON NAME TOTAL QUANTITY HEIGHT SPREAD SPACING ROOT TYPE SHRUB PLANTING Scale: NTS PERENNIAL PLANTING Scale: NTS NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFiLLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFiLL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN &c COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA, TOTAL QUANTITY SPACING STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES— 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN—MADE MATERIAL FROM THE ROOT BALL, THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT —BALL WHERE PRACTICAL OR MIN OF 2X THE ROOT —BALL DIAMETER. DECIDUOUS EVERGREEN BARK MULCH 3" MIN. AMENDED TOPSOIL MIXTURE IN THE FOLLOWING RATIOS, BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10--6--4) UNDISTURBED SUBGRADE ')ET CROWN FLUSH WITH 'OP OF MULCH 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE Planning Board # 22.1065 LCI The LA GROUP Landscape Architecture &Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. O the LA Group 2022 Prepared for 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Title: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 1112212022 Scale: NTS Rev: Description: Date: Drawing Title Site Details Drawing No. AAgoroval Wepd�2 n�f out ority of a resolution adopteda:ng OqW �*e City of Saratoga Spri gs. L—� • Date Signed 0 m 0 V) I Vf- VICVV (COVERS REMOVED FOR CLARITY) q of Inle SECTION A -A A al) B lard) kVPLJV1al) Aers with ated Cast srs Water Line ISOMETRIC VIEW END VIEW J LANDING - 5' MINIMUM L VARIES SEE PLAN MAX SLOPE 2% RAMP NOTES 2" NOMINAL DIAMETER SCHEDULE STEEL PIPE, TYP. CRUSHED STONE BEDDING SANITARY CLEANOUT Scale: NTS 1/8 LONG SWEEP BEND 4" SCH-40 BUILDING LATERAL LANDING - 5' MINIMUM .11 MAX SLOPE 2% — I � I a. 0 CDCl) ESCUTCHEON PLATE, TYP. I I 1. RAMP SHALL NOT EXCEED 1:12 / 8.3% SLOPE. 6. PROVIDE %" DIAMETER WEEPS ON THE UNDERSIDE OF THE RAIL, 2. STEEL PIPE SHALL BE STANDARD WEIGHT SCHEDULE 80, 1-1/2 INCH 12-INCHES OFFSET FROM EACH SIDE OF RAIL POST. DIAMETER NOMINAL, CONFORMING TO A.S.T.M A501; ALL STEEL PIPE 7. RETURN PIPE RAIL TO GROUND AT THE END OF ALL RAILINGS. JOINT CONSTRUCTION SHALL BE TYPE 1, ORNAMENTAL QUALITY, AS DEFINED BY THE NATIONAL ORNAMENTAL AND MISCELLANEOUS 8 ALL RAMP AND STAIR HANDRAILS SHALL RECEIVE A METAL POST METALS ASSOCIATION. FLANGE PLATE. FOR RAMP CONDITIONS, THE FLANGE PLATE OPENING SHALL BE SIZED TO ALLOW THE FLANGE PLATE TO SITE 3. ALL STEEL MEMBERS AND RAIL HARDWARE SHALL BE STAINLESS FLUSH WITH THE SLOPING FINISHED GRADE, STEEL PIPE, WITH A BLACK POWDER COAT FINISH TO MATCH STAIR HANDRAILS, 9 RAMP AND HANDRAILS SHALL MEET ALL APPLICABLE AMERICAN DISABILITIES ACT (ADA) CRITERIA 4. FOR CONTINUOUS SPANS IN EXCESS OF 30-FEET, EXPANSION JOINTS SHALL BE PROVIDED; ALL EXPANSION JOINTS SHALL BE A MINIMUM 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY OF 12-INCH FROM RAIL POST. DIRECTOR'S REPRESENTATIVE PRIOR TO RAIL FABRICATION. 5, CORE DRILL HANDRAIL POSTS INTO CONCRETE (EMBED MIN. 6") AND SET IN NON -SHRINK GROUT WITH "' SEALANT, FINISHED TO DRAIN., PROVIDE ESCUTCHEON PLATES FOR EACH POST. PLATE SHALL MATCH POST FINISH, TYP. CONCRETE RAMP Scale: NTS LOM The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Pface. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.corn Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for- 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 2" NOMINAL DIA. SCHEDULE 80 STAINLESS STEEL HANDRAIL, TYP. 5' MIN. CONCRETE 9 PAVEMENT L-6.0 4", TYP. 8" TYP 6"x 6" X W1.4 X W1.4 WELDED WIRE FABRIC W/ 12" MIN. LAP SPLICE 3", TYP. 8", TYP. g L-6 0 CONCRETE PAVEMENT ESCUTCHEON PLATE, TYP. \: , Project Title: EMBEDED HANDRAIL 6" co ii l��=---r---- — -- T--- =—� 3�.� a INTO CONCRETE 500 Union Avenue r. 74 r -- ._-- — 1 COMPACTED SUBBASE, } t NYSDOT TYPE 2 500 Union Avenue --- r- - -- - COMPACTED SUBGRADE Saratoga Springs, NY 12866 6" 8„ 6„ TYP. TYP. TYP. SECTION A 2" NOMINAL DIA. SCHEDULE 80 5' MIN. STAINLESS STEEL HANDRAIL, TYP. 4", TYP. 4", TYP. 6"x 6" X W1.4 X W1.4 WELDED WIRE FABRIC W/ 8" 12" MIN. LAP SPLICE g TYP. L-6.0 CONCRETE PAVEMENT ESCUTCHEON PLATE, TYP. v i i--- i EMBEDED HANDRAIL 6" 04 ; I�'I `----r--------=-----==----- INTO CONCRETE lit 11< co > \ - COMPACTED SUBBASE, t , NYSDOT TYPE 2 6" 8" 6" COMPACTED SUBGRADE TYP. TYP. TYP. SECTION B. Planning Board # 22.1065 AoDrOVaI A ved a hority of a resolution adopted In oQrd a City of Saratoga Sprin a) Ch9ir ers Date Signed b� i q _Aitj ll ®�SSSI Project No.: 2021075 Design: MCB Drawn: KAC Ch'k'd: DRC Date: 11/22/2022 Scale: NTS Drawing Title Site Details Drawing No, L-6.3 m 0 oaN 0 m 0 Oo!% M N OW m o N N Q � O zcoa Q N aZ5E mcM N aU)LL SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8" LAWN RESTORATION PVMT. RESTORATION MIN. f. TOPSOIL & SEED KEY EXIST. PVMT. AS SPECIFIED NEW PVMT., SEE DETAIL JT. =, .a SUBBASE MAT L.; REFER x 1 o' TO NEW PVMT. DETAIL t l I ,..� w =: W � �_ BURIED IDENTIFICATION M=H WARNING TAPE i i. W LU i 0 Q J i o� iti FINAL TRENCH BACKFILL =_71 {' (SEE NOTE) i ....t J i E W! _ Z PIPE ZONE BACKFILL O.D.12 O� 3 6" MIN. _- . 3 PIPE ZONE BEDDING MAT'L PIPE O.D. + 24" MIN. ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL PIPE TRENCH DETAIL Scale: NTS FINISHED ZI0 in ,r—I—I— Z_ WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE CRUSHED STONE NYSDOT TABLE 703-4 TYPE 3 ADS 601 NON -WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE PAVEMENT SECTION, SEE DETAIL / f 18 " MIN" \.•C \ \ - .: O " k M - 12 MIN F U). r \ \ \.. ISC-740 12" TYP END CAP 6" MIN 51.0" UNDISTURBED SUBGRADE NOTE: 1. UNDERGROUND DETENTION AND INFILTRATION SYSTEMS ARE DESIGNED TO MEET OR EXCEED AASHTO H-20 LOAD UNDERGROUND INFILTRATION CHAMBERS REQUIREMENTS. Scale: NTS COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE, 5' MIN. WIDE ISOLATOR ROW DETAIL Scale: NTS HDPE MANIFOLD 12" X 12" 12" X 12" HDPE TEE i I —TO EXISTING DRYWELL i NOTE: (REFERENCE- "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10% EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- DIVERSION TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN STRUCTURE 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY CROSSING DETAIL Scale: NTS IN PAVEMENT LOCATIONS PROVIDE VALVE COVER LABELED "STORM" 4" SCH 40 PVC SCREW -IN CAP 4" SCH 40 PVC 4"SCH 40 PVC COUPLING 4" TOPSOIL 4" SCH 40 PVC SCREW -IN 4" SCH 40 PVC CAP ao 2' LONG #4 REBAR, M FOR LOCATING INSPECTION PORT CORE 4.5"0 HOLE IN CHAMBER (4.5" 4" PVC PIPE HOLE SAW REQIN 'D) iii i!i :3 iji ,i:\\ 3 ,¢f ;:iEi i'•3i: :i1€ li:._ ANY VALLEY <: i:; .}; iii i;: . .: .� 11;3 ;iE {ii CHAMBER LOCATION ill ill lit I 1 yj ji1i f1! t i i 1; 11 1i . ill �, {; 1CONNECTION DETAIL ; t=.t NOTE: 1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. INSPECTION PORT DETAIL Scale: NITS ISOLATOR ROW 18" HDPE PROPOSED ELEVATIONS - PARKING LOT / SC-740 END CAP ---I PLACE MINIMUM 12.5' OF WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 12 STORMTECH SC-740 CHAMBERS TOP OF STONE: 257.50 TOP OF CHAMBER: 257.00 12" MANIFOLD INVERT: 255.04 18" INVERT TO ISOLATOR ROW: 254.13 BOTTOM OF CHAMBER: 254.50 BOTTOM OF STONE: 254.00 UNDERGROUND CHAMBERS 'SMP-1' Scale: NTS FRAME AND GRATE PVC INLET DRAIN—� z YARD DRAIN Scale: NTS 2 LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 5MIN. WIDE CONTINUOUS FABRIC WITHOUT SEAMS INSPECTION PORT (TYP.) 46.34' (6 CHAMBERS LONG) FINISH GRADE 18" MIN. SELECT GRANULAR BACKFILL v IN ACCORDANCE WITH THE SPECIFICATIONS CL zCL to CRUSHED STONE COMPACTED SUBGRADE FRAME & GRATE PRECAST REINFORCED CONCRETE 30"0 OPENING STRUCTURE ��� (AASHTO H2O-44 LIVE LOAD RATED) 4' I.D. (MIN.) BOOT TYPE FLEXIBLE MEMBRANE SLEEVE ISOLATOR RC FLOW — 12" SUMP, TYP. —� SECTION FINISHED GRADE ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H2O-44 LIVE LOAD RATED) 8" & NON -SHRINKING CEMENT MORTAR. BUTYL ROPE SEALANT BETWEEN T,6 , PRECAST CONCRETE SECTIONS, TYP. oo I- D STRUCTURE PLAN O O DIVERSION STRUCTURE Scale: NTS Z 0 M 3;6\ N DROP INLET Scale: NTS MANHOLE y� .\t CATCH BASIN CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH ✓V IIFOLD MANIFOLD I NV: OUT: 255.04 CIRCULAR FRAME AND COVER; HEAVY DUTY FRAME HEAVY DUTY FRAME AND GRATE; CAMPBELL NO. 2816B WITH GRATE OPTION OR APPROVED EQUAL ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON -SHRINK GROUT. ALLOW 2" FOR FINAL ADJUSTMENT OF 6" FRAME. 2'-6" MIN. I.D.** STORM SEWER PIPE TO BE z MORTARED IN PLACE WITH —KNOCKOUT PANEL 2 NON -SHRINK GROUT A' EACH SIDE GO 12" NO.2 CRUSHED STONE �ON UNDISTURBED SUBGRADE A -A' SECTION 3 6 NOTES: 1. CONCRETE - 4000 PSI @ 28 DAYS MIN. 2. MIN. REINFORCMENT: 6X6 - 10/10 WWM, ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) 3. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. Planning Board # 22.1065 Approval ove u �O; ority of a resolution adopted in r he City of Saratoga Sprin �C irpe oQ Date Signed The LA R G OU P Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2022 Prepared for.' 500 Union Ave, LLC 18 Division Street #401 Saratoga Springs, NY 12866 Project Tit/e: 500 Union Avenue 500 Union Avenue Saratoga Springs, NY 12866 of NEF f m �O 0913100 3� ROPCs sI Project No.: 2021075 Design: MCB Drawn: KLT Ch'k'd: DBH Ij Date: 1112212022 Scale: NTS Drawing Title Site Details Drawing No. L-6.4