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20230524 12 Ballston Chipotle Site Plan Plans As-Approved
USGS MAP SCALE: 1" = 500' DRAWING LIST CIVIL DRAWINGS asimnia! Al m:11 12 BALLSTON AVENUE SARATOGA SPRINGS, NEW YORK COLLABDEV 2 LLC 529 MAIN STREET, BOSTON, MA 02129 I PROJECT SITE I LOCATION MAP SCALE: I" = 500' APPLICANT COLLABDEV 2 LLC 529 MAIN STREET BOSTON, MA 02129 (781)690-0275 OWNER SARATOGA PRIME PROPERTIES, LLC 215 BALLARD ROAD GANSEVOORT, NEW YORK 12831 PROPERTY INFORMATION ADDRESS: 12 BALLSTON AVENUE, SARATOGA SPRINGS, NY MAP -BLOCK -LOT: 165.8 3 -1-3 ZONE: NEIGHBORHOOD CENTER (T-5) ARCHITECT JONATHAN HAYNES PHINNEY DESIGN GROUP 142 GRAND AVENUE SARATOGA SPRINGS, NEW YORK 12866 (518)587-7120 ENGINEER OF RECORD KEVIN SOLLI, P.E., CPESC, LEED AP BD+C LICENSE NO. 092156 SOLLI ENGINEERING, LLC 501 MAIN STREET MONROE, CONNECTICUT 06468 (203) 880-5455 LANDSCAPE ARCHITECT DAVID R. CARR, JR., R.L.A., A.S.L.A., THE LA GROUP LANDSCAPE ARCHITECTURE & ENGINEERING 40 LONG ALLEY SARATOGA SPRINGS, NEW YORK 12866 (518)587-8100 SURVEYOR OF RECORD VAN DUSEN & STEVES LAND SURVEYORS 169 HAVILAND ROAD QUEENSBURY, NEW YORK 12804 (518)792-8474 SHEET # SHEET NAME PLAN DATE LATEST REVISION 501 MAIN STREET, MONROE, CONNECTICUT 06468 142 GRAND AVENUE, SARATOGA SPRINGS, NEW YORK 12866 0.00 COVER SHEET 06/09/23 12/08/23 1 of I EXISTING CONDITIONS 10/31/22 N/A I I VANDERBILT AVENUE, NORWOOD, MASSACHUSETTS 02062 2.11 SITE LAYOUT PLAN 06/09/23 11/22/23 2.21 GRADING & DRAINAGE PLAN 06/09/23 10/16/23 2.31 SOIL EROSION & SEDIMENT CONTROL PLAN 06/09/23 10/16/23 2.41 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS 06/21/13 10/16/23 2.51 UTILITY PLAN 06/09/23 12/08/23LA GROUr"""4' 2.61 PLANTING PLAN 06/09/23 11/07/23 Thto� Ij 2.62 PLANTING DETAILS 06/09/23 N/A cl + Rev. #: Date Description 2.71 LIGHTING PLAN 06/09/23 10/16/23 Landscape Architecture( n 1 n ee i n P` C` Project: 3.01 CONSTRUCTION DETAILS 06/09/23 10/16/23 3.02 CONSTRUCTION DETAILS PROPOSED CHIPOTLE 06/09/23 10/16/23° 3.03 CONSTRUCTION DETAILS 06/09/23 11/22/23 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) 3.04 CONSTRUCTION DETAILS 10/16/23 N/A 40 LONG ALLEY SARATOGA SPRINGS, NEW YORK 12866 Approved under the authority SARATOGA SPRINGS, NEW YORK ARCHITECTURAL DRAWINGS Aare�ojutl adopted OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, SHEET # SHEET NAME PLAN DATE LATEST REVISION $ z.3by the WILTON NY 1 2831 Al -I FLOOR PLAN 04/25/23 N/A A2 ELEVATIONS 04/26/23 N/A (date APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, Planning Boa4of the City of S, _ BOSTON, MA 02129 A3 ELEVATIONS 04/26/23 N/A ---�--�-�—' Sheet Title: Sheet #: A4 BALLSTON AVE EXISTING 04/26/23 N/A A5 BALLSTON AVE PROPOSED 04/26/23 N/A COVER 0000 SHEET C) e_ Q W Q Deed References w zo Karl Wolf and Wolf Hi -Roc Lanes, Inc. LW j CIL To o z Saratoga 16, LLC w Dated: June 05, 2006 a- o 0 o z Recorded on: June 08, 2006 C B:1759 P:260 CL Q a 12 Ballston Avenue, LLC U.P. NM8 To 0 Crosswalk Signal PoleCN CV The City of Saratoga Springs � d- Dated: September 18, 2014 N Q Recorded on: October 07, 2014 o Instrument No. 2014029210 Crosswalk Signal Pole (J N z 12 Ballston Avenue, LLC ,. � ' To N Saratoga Prime Properties, LLC Dated: March 20, 2015 Traffic 5ignal Pole Recorded on: March 20, 2015 0 S' U Instrument No. 2015007841 LPG Map Reference H Map of a survey of lands of �h + I LPG s + � hydrant o BM Bolt @Arrow=318.45' 4'+ � O Carmen &Josephine Palma + *� : I � / O Access Cover ,b bt �� Rim=31 G.40' co (� O Dated: March 13 1969 �+ OCrosswalkSignalPole O Catch 5.75' U i � Catch Basin � B John B. Van Dusen Ut l ACeSS C Vel 0 Rim=3 1 G.55' �, a� Y Util Access Cover Rim-3 1 O le, Vvv Fa tare \ GmsswalkSignalPole � G uv O Qatnt r U.P. NM7 LP V) ox ~ Cang C �� Q rT, in LP s I 5,9w hr�°Cr c a lk ' 1P i-1 ignal P Cd a �� U1 boo Bp 4_ 4-4 �/ o O CD go 2" Craba pip J p rn +� •''/ 2 l 6�', 6 e x t' Fi 5' C�aea7�Vc O �'✓ Bnck Planter o / } O �pX LP - Ao'Z e rTi W m ^ / Q xzsm<� B�Eoo Ga o5�o`w°���G`2u��N� CF°c a(. �. 0sMete, •Bollards Tr/-i000aiL���o Line °oa �. Area ° 1 > /P ' 13959.8 Sq. Feet - � �� o o.o J` = 3) 7 ��� / O a m u * a 0. 32 Acres J Q N � O J: S � PF-32O. 321.22' Electric Me Y H,pha: ParkrU "„^-mil_ 72' ter �: S � +� ACa °� l ll J i,,i is M z Ste nA157� „I Q o s. _ 1� t mar? om - i �` LAC Con r zte Wheel 5tc>(1yp.) ko 20.G5' 7�t y 2 S 1 1'22102" W .-� ►o I:P 1 i 4 : / k T o ,�i. edar (4 Tr -es) n W� 4" Elrn Clump{J IY lyl,: O G S = 83026 02 ro osed Easement 09°09140"W �� ' �„) O Z 2 93 eat O / / 3 134.3 Sq. Feet 8. 12 S 0.07 Acres N 7� .a CtnF 2, .�-� 5C 43„ W ssac 4" Elm Clump l `° �"'"r-""r " " •..,-..--..._ ' Rim=3 16.77' 'Z+ Wood Stake Found 8" PVC IN Inv.=3 12.38' 35 m—C Wood Fer 6° PVC IN Inv.=31 .79' N 37°47'39" E s N S �� ���`` �-- ;,, 8" PVC OUT Inv.=31 1.4 V z NOTES: Lands N/F of I .) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF Saratoga 16 LLC TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO psis B: 1759 P:260 ANY STATEMENT OF FACTS SHOWN THEREON. CID I G5. 3-1-4 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. CIO THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN -(:! ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 0 4.) THIS MAP IS COPYRIGHT © 2022 VAN DU5EN * STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS 0 co DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. D rn x 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE Legend.-. NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF co INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED CIRF = Capped Iron Rod Found TO AID IN THE ESTABLISHMENT OR KETRACEMENT OF PROPERTY LINES. U.P. = Utility Pole G.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN = Overhead Utility Wire Date: October 2022 VERTICAL DATUM OF 1988 (NAVD88). H'v = Water Valve 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR ©- Gas Valve Scale 1"=20' INTEREST THE CITY OF SARATOGA SPRINGS, THE COUNTY OF SARATOGA, AND CB Catch Basin THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY SSAC = Sanitary Sewer Access Cover HAVE TO THE BED OF THE ROADS. r ,R = Traffic Control Box (5.) OFFSETS BETWEEN PROPERTY LINES AND STRUCTURES SHOWN HEREON ¢I NM5 LP = Light Pole S — 1 ARE TO ROOF OVERHANGS UNLESS OTHERWISE NOTED. SHEET 1 OF 1 501-1-I ENGINEERING D3062 DWG. NO. 22-239 y. m Ln I G5.83-1-3 (19) (% (16) 300' PROPL RTY 1F, BUFFER ;TYP.) ry�, 22) / (9) / PROPFIb 1`e L" .w ♦ P / i (' ) / / (6) \ (5) / (4) (i 1 } / (3)t SITE VICINITY MAP SCALE: V = 150' LIST OF ADJACENT PROPERTY OWNERS 1. MAP -BLOCK -LOT: 165.83-1-42 / OWNER: SARATOGA 16 LLC 2. MAP -BLOCK -LOT: 165.83-1-17 / OWNER: BLUE STAR ENTERPRISES LLC 3. MAP -BLOCK -LOT: 165.83-1-16 / OWNER: BLUE STAR ENTERPRISES LLC 4. MAP -BLOCK -LOT: 165.83-1-15 / OWNER: BLUE STAR ENTERPRISES LLC 5. MAP -BLOCK -LOT: 165.83-1-12 / OWNER: DALBEY, JEFFERY A 6. MAP -BLOCK -LOT: 165.83-1-11 / OWNER: CB ENTERPRISES OF SARATOGA INC 7. MAP -BLOCK -LOT: 165.83-1-10 / OWNER: CB ENTERPRISES OF SARATOGA INC 8. MAP -BLOCK -LOT: 165.83-1-39 / OWNER: J LARRY FUGATE REV TRUST 9. MAP -BLOCK -LOT: 165.83-1-4 / OWNER: J LARRY FUGATE REV TRUST 10. MAP -BLOCK -LOT: 165.83-1-21 / OWNER: BLUE STAR ENTERPRISES LLC 11. MAP -BLOCK -LOT: 165.83-1-38 / OWNER: MICZEK, RICHARD J 12. MAP -BLOCK -LOT: 165.83-1-7 / OWNER: CB ENTERPRISES OF SARATOGA INC 13. MAP -BLOCK -LOT: 165.83-1-6 / OWNER: BROADWAY SARATOGA CO 14. MAP -BLOCK -LOT: 165.83-1-5.1 / OWNER: CROWN OIL #1 COMPANY INC 15. MAP -BLOCK -LOT: 165.75-1-18 / OWNER: STONE, TARA L 16. MAP -BLOCK -LOT: 165.75-1-48 / OWNER: JAKUBIAK, MARK A 17. MAP -BLOCK -LOT: 165.75-1-21 / OWNER: SMITH, WALTER J 18. MAP -BLOCK -LOT: 165.75-1-22 / OWNER: RIVER FUNCHEON LLC 19. MAP -BLOCK -LOT: 165.75-1-23 / OWNER: WALSH, DAVID M 20. MAP -BLOCK -LOT: 165.75-1-24 / OWNER: MARY FRANCES JORDAN IRR TRUST 21. MAP -BLOCK -LOT: 165.83-1-40 / OWNER: JENKS, JOSIAH D 22. MAP -BLOCK -LOT: 165.83-1-41 / OWNER: MINALODA FARM LLC 23. MAP -BLOCK -LOT: 165.83-1-1 / OWNER: RW HOUSING DEVELOPMENT, FUND COMPANY INC RELIEF REQUIRED • §4.4 (TABLE 4-C) - 70% MINIMUM BUILD -OUT PERCENTAGE ABUTTING ANY PUBLIC RIGHT-OF-WAY. ° O _4J° GENERAL NOTES 1. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 2. ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES. 3. EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK", SCALE: V = 20', DATED OCTOBER 24, 2022, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. SIGN LEGEND SIZES MUTCD (IN) # SUPPORTS 30" RI-1 I O RERVD PARKINGSEE Aj ACCE5518LE SIZES MUTCD (IN)# SUPPORTS 12"x18" R7-8 12"x6" R7-8A 1 ZONING COMPLIANCE TABLE ZONE: NC NEIGHBORHOOD DISTRICT (T-5) ZONING ZONING EXISTING PROPOSED REQUIREMENT STANDARD CONDITIONS CONDITIONS 1.1 TIMES THE MAXIMUM BUILDING HEIGHT R.O.W. OR 50 FT < 50 FT < 50 FT (WHICHEVER IS LESS) MINIMUM BUILDING HEIGHT 24 FT < 24 FT 24 FT MAXIMUM CUMULATIVE BUILDING AREA ONE-STORY STRUCTURES 3,000 SF 2,703 SF 2,344 SF OFT TO 12 MINIMUM SETBACK FROM PUBLIC R.O.W. FT BUILD 0 FT 4 FT TO ZONE MINIMUM BUILD OUT PERCENTAGE (BALLSTON) 70% 0% 34.7%* MINIMUM BUILD OUT PERCENTAGE (HAMILTON) 70% 60% 23.0%* MINIMUM SIDE/REAR YARD SETBACK 0 FT 7 FT 52 FT r r"Er r lEYUllCCL Mum I rM LA I Y UP SAKAI UGA SPRINGS. PROPOSED SIDEWALK REPAIR (MATCH GRADE). . TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK (MATCH GRADE) i sl• 'v ° r- a � ♦ ♦ 9'O PROPOSED CONCRETE STEPS W/ HANDRAIL - - '. ♦ ♦ ° TIE PROPOSED SIDEWALK r ! " INTO EXISTING SIDEWALK (MATCH GRADE) a ° ♦ a PROPOSED 5' ♦ r ° / ° . - CONCRETE SIDEWALK ° ♦ ♦ r, _ o - PROPOSED a ♦ ° DOW° 2,344r SF PROPOSED CONCRETE FFL 319.1iG $, 1 CURB a J PROPOSED PATIO RAILING (TYP.) / ADA ACCESSIBLE s RAMPS wo rrvr) l O 1*1 PROPOSED -J/ 1 - 8' -L \ 8' N 4" SSWL (TYP.) a c „ • . ° ° • o AREA 000 oo° 0 LEGEND a ° PROPOSED TRANSITION - - SITE PLAN NOTES 1. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "DIG SAFE" 72 HOURS BEFORE THE COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. 2. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY FOR DI RECTIONS ONS BEFORE PR OCEEDING ING FURTHER WITH WORK IN THIS AREA. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE ARCHITECT ANDENGINEER OF RECORD HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. 4. THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS PROJECT. 5. CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING AND SIDEWALKS ADJACENT TO THE BUILDING. 6. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN TOFF THE FACE OF THE CURB, AND WITH T VERTICAL CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED. 7. PAVEMENT MARKING KEY: 4" SSWL 4" SINGLE SOLID WHITE LINE 4" DSYL 4" DOUBLE SOLID YELLOW LINE 12" SSWSB 12" SINGLE SOLID WHITE STOP BAR 24" SSWSB 24" SINGLE SOLID WHITE STOP BAR 8. PARKING SPACES SHALL BE STRIPED WITH 4" SSWL; HATCHED AREA SHALL BE STRIPED WITH 4" SSWL AT A 450 ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR HANDICAPPED SPACES SHALL BE PAINTED BLUE AND WHITE. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 9. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD. DURING CONSTRUCTION CONTRACTOR IS TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH, LITTER, DEBRIS, AND OVERGROWN VEGETATION. 10. THE OWNER SHALL BE RESPONSIBLE TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH, LITTER, DEBRIS AND OVERGROWN VEGETATION. 11. PAVEMENT MARKINGS SHALL BE HOT APPLIED TYPE IN ACCORDANCE WITH NEW YORK DOT SPECIFICATIONS, UNLESS WHERE EPDXY RESIN PAVEMENT MARKINGS ARE INDICATED. 12. REFERENCE EASEMENT PLAN BY SURVEYORS. BUILD -OUT PERCENTAGE INSET MAP PROPERTY LINE RIGHT-OF-WAY LINE ADJOINING LOT LINE BUILD -TO -LINE LANDSCAPE BUFFER LIMIT OF EASEMENT BUILDING LIMITS BUILDING HATCH BUILDING OVERHANG LINE / CANOPY CONCRETE CURB CONCRETE SIDEWALK / PAVEMENT SIDEWALK LIMITS PAVEMENT STRIPING - WHITE STANDARD AND ADA PARKING SPACES PAVEMENT ARROW MARKINGS PARKING SPACE COUNT CONCRETE BOLLARD BUILDING DOOR PATIO RAILING PATIO SEATING PAVEMENT SAWCUT y 'INAL __NIA MYLAR PROPERTY USE GFA/SEATS/OCCUPANCY CITY PARKING REQUIREMENT REQUIRED PROVIDED 12 BALLSTON AVENUE (SUBJECT SITE) PROPOSED RESTAURANT 2,344t SF 1 SPACE / 100 SF OF GFA 23 SPACES 23 SPACES SCALE: V = 40' Iw x ABBREVIATIONS AT BOTTOM OF CURB BOTTOM OF CHAMBER BOTTOM OF STONE CATCH BASIN CUBIC FEET DRAINAGE MANHOLE EXISTING FLARED END SECTION FINISHED FLOOR ELEVATION GRADE TO DRAIN HIGH DENSITY POLYETHYLENE INVERT LINEAR FEET MINIMUM PROPOSED POLYVINYL CHLORIDE RF.TNFORC FT) CONCRFTF PIAF @ B BO BO CB CF DIV. EX FE', FFI GT HD IN\ LF MIT PR PV( RC S SF STP TC TO( TF TYI UG VIF WQ (N) (NE (SW W/ GENERAL NOTES 1. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 2. ALL SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS AND CONDITIONS OF APPROVALS ISSUED BY THE CITY OF SARATOGA SPRINGS FOR THIS PROJECT. 3. EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. 4. THE PROJECT SITE CONSISTS OF ONE (1) PARCEL WITH A TOTAL LAND AREA OF APPROXIMATELY 0.32f ACRES LOCATED WITHIN THE NEIGHBORHOOD CENTER (T-5) j` ZONING DISTRICT OF THE CITY OF SARATOGA SPRINGS, NY. EATING AND DRINKING ESTABLISHMENTS ARE PERMITTED AS OF RIGHT WITHIN SAID ZONING DISTRICT. r' �t f"11 D A T1TATfN D_ T%n A TAT A rr! XTf-%mrin r� j; sYJ X 316.75 ,� r r i E .,\4 INE E IN" irlf If '•75 PR 58 LF OF 12" HDPE 'f` 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 11 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 I F: (203) 880-%95 F: (203) 880-%95 X316.57 % @S=0.5%' ° ~, LEGEND f Drawn By: AWC ` PROPERTY LINE Checked By: CJB __� .�.._...,....__ tVBy: — — RIGHT-OF-WAY LINE ADJOINING LOT LINE Approved PP B Y KMS Project #: 21206201 ' 420 MAJOR CONTOURS _ .... �. 421' MINOR CONTOURS Plan Date: 06/09/23 EXISTING MAJOR CONTOURS Scale: 1" = 10' Kevin Solli, P.E. NY092156 \ \ EXISTING MINOR CONTOURS Project: ' TC: 317.07 130316.57 � � > F42-01 CONTOUR LABEL PROPOSED CHIPOTLE V 568.85 X S6B.8S PROPOSED SPOT ELEVATION 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) x EXISTING SPOT ELEVATION SARATOGA SPRINGS, NEW YORK STORM DRAIN PIPE OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, - - - - - - - - - - - - - - - - - - - - - - PERFORATED UNDERDRAIN WILTON NY 12831 ® CATCH BASIN APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, WATER QUALITY UNIT BOSTON, MA 02129 Sheet Title: Sheet #: GRADING & ORIGINAL " DRAINAGE 2,021 - MYLAR PLAN m MAINTAIN 24' WIDE CONSTRUCTION ENTRANCE GATE UNTIL INSTALLATION OF ASPHALT PAVEMENT. MODIFY AS NECESSARY THROUGHOUT CONSTRUCTION VERIFIED IN FIELD \ .. SF -{y y y y y y y y < t r PROPOSED 6' HIGH ` PROPOSED TEMPORARY PROPOSED SILT M MAINTAIN TWO-WAY MAINTAIN 6' HIGH MAINTAIN STONE MAINTAIN STOCKPILE MAINTAIN TWO-WAY TEMPORARY STABILIZED CONSTRUCTION AREA UNTIL TEMPORARY x' STONE STABILIZED FENCE (TYP.) TRAFFIC MAINTAIN SILT FENCE UNTIL TRAFFIC CONSTRUCTION FENCE. ENTRANCE UNTIL STABILIZATION OF THE CIRCULATION CONSTRUCTION FENCE CONSTRUCTION PAD CIRCULATION MODIFY AS NEEDED INSTALLATION OF ASPHALT SITE. LOCATION AND STABILIZATION OF THE SITE. THROUGHOUT (T�') (MIN. LENGTH 50') THROUGHOUT �CONTRACTOR TO MODIFY AS CONSTRUCTION (T') PAVEMENT. MODIFY AS SIZE IS SUBJECT TO CONSTRUCTION % NECESSARY THROUGHOUT CHANGE THROUGHOUT NECESSARY THROUGHOUT CONSTRUCTION CONSTRUCTION CONSTRUCTION (TYP.) I . PHASE I - DEMOLITION & SOIL EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 20' DEMOLITION NOTES 1. CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 2. ALL BUILDINGS, INCLUDING FOUNDATIONS WALLS, FOOTINGS, AND BASEMENT SLABS INDICATED ON PLAN ARE TO BE REMOVED FROM THE SITE. 3. ALL SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE PLAN HEREON SHALL BE INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR TO START OF DEMOLITION OPERATIONS. 4. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. THE HAULER SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATORY REQUIREMENTS. 5. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR ABANDONMENT AND REMOVALS. 6. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS, AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 7. THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER OF RECORD. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING EROSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF ANY NEW EROSION AND SEDIMENT CONTROLS AS SHOWN HEREON. 8. THE CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT THE POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR. 9. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE THE COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE ARCHITECT AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER OF RECORD HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. 11. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 12. NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE -CONSTRUCTION MEETING WITH OWNER AND THE ENGINEER OF RECORD IS PERFORMED. THE CONTRACTOR SHALL HAVE MARK OUTS OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING. 13. CONTRACTOR SHALL BACKFILL ALL AREAS WHERE BUILDING SLABS AND FOUNDATIONS HAVE BEEN REMOVED. THE BACKFILL SHALL BE FILLED UP TO THE LIMITS OF THE PAVEMENT SUBGRADE. CONSTRUCTION SEQUENCE (PHASE I) 1. PHASE L• I.I. INSTALL CONSTRUCTION FENCE AND STABILIZED CONSTRUCTION ENTRANCE / EXIT. 1.2. INSTALL SILT FENCE / SEC MEASURES AS PROPOSED (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SEC MEASURES). REMOVE THE NECESSARY PAVEMENT TO INSTALL SILT FENCE ALONG THE NORTHERN AND EASTERN LIMIT OF SITE WORK. 1.3. PREPARE TEMPORARY PARKING AND STORAGE AREAS. 1.4. HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD / CITY OF SARATOGA SPRINGS LAND USE AGENT TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENT PRACTICES (BMP'S). GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORM WATER PRE -CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD, CITY AGENCIES AND GROUND -DISTURBING CONTRACTOR BEFORE PROCEED WITH CONSTRUCTION. 1.5. PERFORM PAVEMENT SAWCUTS. 1.6. DEMOLISH AND REMOVE EXISTING STRUCTURES / FOUNDATIONS. 1.7. REMOVE ALL EXISTING CURBING, BITUMINOUS CONCRETE PAVEMENT, CONCRETE PADS AND FENCING. 1.8. BEGIN CLEARING AND GRUBBING THE SITE. 1.9. ESTABLISH MATERIAL STOCKPILE AREA AND INSTALL SEC BARRIER SURROUNDING PILE. 1.10. BEGIN ROUGH GRADING OF THE SITE. SCALE: V = 20' SEDIMENT & EROSION CONTROL NOTES r , , Z PROTECT AND MAINTAIN TREE 1. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 2. ALL SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY THE CITY OF SARATOGA SPRINGS FOR THIS PROJECT. 3. EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION TAKEN FROM A PLAN ENTITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS (I.D.), SARATOGA COUNTY, NEW YORK," DATED OCTOBER 24, 2022, SCALE: 1 "=20', BY VAN DUSEN & STEVES LAND SURVEYORS. 4. PRIOR TO STARTING ANY OTHER WORK ON SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. EROSION CONTROLS TO BE INSTALLED AT THE EDGE OF PROPOSED WORK. 5. EROSION CONTROLS TO ACT AS A LIMIT OF WORK LINE TO ENSURE THAT NO EQUIPMENT ENCROACHES ON THE ADJACENT PROPERTIES. 6. EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED TO PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED. 7. ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE ENGINEER OF RECORD TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING STORM DRAIN SYSTEMS. 8. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT AFFECT OFF -SITE AREAS, WHETHER SUCH EROSION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 9. A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMAL AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 11. TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTMTIES ARE TO BE PROPERLY STABILIZED, PROTECTED, AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ONTO ADJACENT PARCELS 12. REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS. 13. THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY. 14. EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PAVEMENT, PLANTINGS, OR WITH AN ESTABLISHED STAND OF GRASS. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE STABILIZATION IS COMPLETE. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS AS DIRECTED BY THE ENGINEER OF RECORD, DPW, AND/OR LOCAL LAND USE AGENT. 15. UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS TO NOT ADVERSELY AFFECT CONSTRUCTION PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND. 16. WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS. PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS. 17. THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR FROM FAILURE TO MAINTAIN ALL THE AREAS OF WORK IN SUITABLE DRY CONDITION. 18. PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES. GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES. WHERE REQUIRED, TEMPORARY DITCHES SHALL BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED. 19. ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE THOROUGHLY BRACED OR OTHERWISE PROTECTED. 20. REFER TO SHEET 2.41 FOR DETAILS OF THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL (SEC) MEASURES AND ADDITIONAL INFORMATION REGARDING SEC MEASURE INSTALLATION AND MAINTENANCE. LEGEND CONSTRUCTION SEQUENCE (PHASE II) 2. PHASE II: I.I. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE.. 1.2. INSTALL PROPOSED STORM DRAINAGE SYSTEM AND STRUCTURES (SEE SHEET 2.21). 1.3. UPON INSTALLATION OF DRAINAGE STRUCTURES INLET PROTECTIONS TO BE INSTALLED. INSTALL SANITARY SEWER PIPING AND STRUCTURES (SEE SHEET 2.51). 1.4. START CONSTRUCTION OF BUILDING PAD, PARKING AREAS AND STRUCTURES. 1.5. INSTALL CURBS. 1.6. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 1.7. PREPARE SITE FOR FINAL GRADING. 1.11. CONSTRUCT CONCRETE PADS AND SIDEWALKS. 1.12. INSTALL APPROPRIATE INLET PROTECTIONS PRIOR TO PAVING. 1.13. PAVE AREAS SHOWN ON SITE LAYOUT PLAN, SEE SHEET 2.11. 1.14. CONTRACTOR / CONSTRUCTION MANAGER TO COORDINATE WITH CIVIL ENGINEER OF RECORD TO OBTAIN STABILIZED SITE STATUS. 1.15. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED. PROPERTY LINE RIGHT-OF-WAY LINE - - ADJOINING LOT LINE BUILDING / STRUCTURE DEMOLITION PAVEMENT DEMOLITION CONCRETE PAVEMENT DEMOLITION -SF SF SILT FENCE PROTECTION X X CONSTRUCTION FENCE SILT SACK INLET PROTECTION -- - - - - - - - -- STRAW WATTLE --------------------- SAWCUT PAVEMENT LINE xxxxxxxxxxXXXXXXXXXXXXX " CURB REMOVAL CONSTRUCTION ENTRANCE O TREE PROTECTION f _ OWGINAL INK MYLAR 11 SOIL EROSION & SEDIMENT CONTROL NOTES 12' (TYP.) 36" FENCE BASE STAND (TYP.) STEEL FASTENERS (TYP.) TEMPORARY CHAIN LINK FENCE PANEL NOTES: 1. FENCING PANELS COMPLY WITH ASTM - A392-06 STANDARDS. 2. GALVANIZED STEEL, CORROSION -RESISTANT ZINC COATING. 3. 36" BASE STANDS FOR STABILITY, NO DIGGING OR POST SETTING REQUIRED. SAND BAGS TO BE USED FOR ADDED STABILITY. 4. TYPICAL FENCE WIDTH: IT, TYPICAL FENCE HEIGHT: 4', 6' & 8'. 5. SCREENING MADE OF RESILIENT HDPE POLYEHTYLENE, WITH 88% BLOCKAGE. 6. REINFORCED SCREENING WITH HEMMED EDGES AND STEEL GROMMETS. 7. SCREEN HEIGHT: 5'-8" FOR 6' FENCE OR T-8" FOR 8' FENCE. 8. SCREEN COLORS: GREEN, TAN, BLUE OR RED. TEMPORARY CONSTRUCTION FENCE DETAIL J l 1�A YY YY A 1 1 Ll: SCALE:NTS "^" "^^"ELATE STOCKPILE OF ITE MATERIAL TO BE D/OR NEW MATERIAL ALLED IN THE WORK DIRECTION OF RUN-OFF FLOW (TYR) NOTES 1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE REUSED IN THE WORK IS TO BE IMMEDIATELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. 2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE SHOWN ON THE DRAWINGS OR WHERE APPROVED BY CIVIL ENGINEER. 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND RESEED AS REQUIRED. 4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. MATERIALS STOCKPILE DETAIL SCALE:NTS NOTES SYMBOL 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE (MIN. 14 1/2 GAUGE-� W/ MAX, e• MESH STEEL EITHER "T" OR "U" TYPE HARDWOOD. I 10' MAX. C. TO C. SPACING) 35' MIN. LENGTH FENCE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN -. 6 ' • : - I" 1 Y 24" AT TOP AND MID • INlO GROUND M WIRE FENCE WITH TIES SPACES EVER SECTIONS. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" HEIGHT OF FILTER MAXIMUM MESH OPENING. • - = 1 e MIN. e` MIN. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH J W W W W W OTHER, THEY SHALL BE OVERLAPPED BY SIX (6) INCHES AND PERSPECTIVEyIEW FOLDED. FILTER CLOTH SHALL BE EITHER FILET X, MIRAFI 36• MIN. FENCE POST --� 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. WOVEN WIRE FENCE (MINASOIL 1/2 GAUGE W/ MAX. 6-SPACING) WITH FILTER C20•MIN. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, FLOW TURBED GROUND OR APPROVED EQUIVALENT. COMPEMBED FILT18`MIN. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND A MIN. OF MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT SECTS VIEW FENCE. SILT FENCE (DETAIL ST-13) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS ._- FENCING POST CONTINUOUS CHAINLINK FENCING r 10' MAX CHAINLINK NOTES: 1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM 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, AND BE CONSTRUCTED OF CHAINLINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS 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 TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. TREE PROTECTION DETAIL (DETAIL L-4) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS PLACE A SANDBAG AT END OF WATTLE, NEAR OVERLAP, TO HOLD WIRE TIED (TYP.) IN PLACE AND EVERY 10' (APPLICABLE INSTALLATION ON AREA TO BE PAVEMENT / CONCRETE AREAS) PROTECTED P P y OVERLAP ENDS OF WATTLE p w SECURE WITH PER MANUFACTURERS w w ZIP -TIE RECOMMENDATIONS w WORK AREA (I' MIN. - Y MAX.) V REBAR FOR BAG REMOVAL FROM INLET EXPANSION RESTRAINT 1/4" NYLON ROPE 2"x2"x3/4" -/V RUBBER BLOCK NOTE: REGULAR FLOW = 40 GAL./MIN./SF HIGH FLOW = 200 GAL./MIN./SF STRAW WATTLE DETAIL SILT SACK SILT SACK DETAIL SCALE:NTS SCALE:NTS 31 INSTALL V x V WOOD STAKE EVERY 6-10 ; STAKE TO BE INSTALLED THROUGH STRAW WATTLE (APPLICABLE INSTALLATION FOR NON -PAVEMENT AREAS) STRAW WATTLE (12" TYP.) SEDIMENT & EROSION CONTROL NARRATIVE THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND ANY ADJACENT WETLAND AREA AND WATER COURSE FROM SEDIMENT LADEN SURFACE RUNOFF AND EROSION. CONSTRUCTION SCHEDULE THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS FALL 2023 WITH COMPLETION ANTICIPATED BY SPRING 2024. APPROPRIATE EROSION CONTROL MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY. SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL BE EXPOSED. CONTINGENCY EROSION PLAN THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION. THE LOCAL LAND USE AGENTS AND ENGINEER OF RECORD SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE ANTICIPATED. OPERATION REQUIREMENTS CLEARING, GRUBBING AND DEMOLITION OPERATIONS: 1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO THE START OF CLEARING, GRUBBING AND DEMOLITION OPERATIONS. 2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OR OTHER CONSTRUCTION OPERATIONS UNTIL THE ENGINEER OF RECORD HAS INSPECTED AND APPROVED ALL INSTALLATIONS. 3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING, GRUBBING AND DEMOLITION OPERATIONS SO AS NOT TO DISTURB SEDIMENTATION AND EROSION CONTROL DEVICES AS WELL AS EXISTING LANDSCAPED AREAS. 4. FOLLOWING THE COMPLETION OF CLEARING, GRUBBING AND DEMOLITION OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND SEEDING, PROCESSED AGGREGATE STONE, OR DISPERSED HAY AS SOON AS PRACTICAL. ROUGH GRADING OPERATIONS: 1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED FOR REUSE. 2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY A SILTATION FENCE OR STRAW WATTLE. FELLING OPERATIONS: 1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THE ENGINEER OF RECORD AND AS SHOWN ON THIS PLAN. 2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS, IF APPLICABLE TO THIS PROJECT, SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANK RUN), AND SHALL BE PLACED IN LIFT THICKNESS NOT GREATER THAN THAT SPECIFIED IN PROJECT SPECIFICATIONS. LIFTS SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THE CONTRACT SPECIFICATIONS OR IN THE GEOTECHNICAL REPORT. PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND ROADWAY CONSTRUCTION OPERATIONS: 1. SILT FENCES SHALL BE INSTALLED AT THE DOWNHILL SIDES OF TEMPORARY TRAPS, MUD PUMP DISCHARGES, AND UTILITY TRENCH MATERIAL STOCKPILES. HAY BALES MAY BE USED IF SHOWN ON THE EROSION CONTROL PLANS OR IF DIRECTED BY THE ENGINEER OF RECORD. FINAL GRADING AND PAVING OPERATIONS: 1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED AS SHOWN ON EROSION CONTROL PLANS AND DETAILS, AND AS DESCRIBED IN SPECIFICATIONS AND AS DESCRIBED HEREIN. 2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED 10' MIN. TYP. OF 4 SIDES _L 01'M A 1A/ M A I CC BY ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY SHOULDER AND BANKS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS ESTABLISHED. 3. PAVEMENT SUB -BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TO BE PAVED AS SOON AS FINAL SUB -GRADES ARE ESTABLISHED AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED. 4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEEDING, MULCH AND LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL LAND USE AGENT AND/OR ENGINEER OF RECORD. INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES I. SILTATION FENCE: A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE LOCATION. B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE GROUND. C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. D. BACKFILL THE TRENCH AND COMPACT. II. SILT SACK INLET PROTECTION: A. REMOVE CATCH BASIN GRATE AND PROPERLY PLACE THE SILT SACK INTO THE FRAME OF THE CATCH BASIN. B. PLACE GRATE BACK ONTO FRAME AND ENSURE NO PORTIONS OF THE SILT SACK HAVE SAGGED INTO THE CATCH BASIN. C. ONCE GRATE IS PLACED BACK ONTO FRAME OBSERVE TO SEE IF SILT SACK IS INSTALLED IN A MANNER THAT WILL ALLOW FOR SEDIMENT TO BE FILTERED OUT DURING STORM EVENTS. ID. STRAW WATTLE: A. STRAW WATTLE TO BE PLACED IN ACCORDANCE WITH SHEET 2.31. ALL DAMAGED WATTLES AND POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED AS NECESSARY. B. STRAW WATTLE TO BE SECURED BY EITHER SAND BAG (IMPERVIOUS AREAS) OR BY WOOD STAKE HAMMERED INTO GROUND (PERVIOUS AREAS). C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE WATTLE WHEN THEY EXCEED 3-4 INCHES IN HEIGHT. IV. CONSTRUCTION ENTRANCE: A. REMOVE ALL VEGETATION AND OTHER MATERIALS FROM THE FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE. B. PLACE 1-3" STONE A MINIMUM OF 100FT ALONG THE FULL WIDTH OF THE CONSTRUCTION ACCESS ROAD. AGGREGATE SHOULD BE PLACED AT LEAST 6" THICK. C. GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN STONE FILL AND EARTH SURFACE TO REDUCE THE MIGRATION OF SOIL PARTICLES FROM THE UNDERLYING SOIL INTO THE STONE AND VICE VERSA. D. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARD THE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. E. FILTER FABRIC FENCE SHALL BE INSTALLED DOWN GRADIENT FROM THE CONSTRUCTION ENTRANCE IN ORDER TO CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM THE ENTRANCE. OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL MEASURES 1. SILTATION FENCE: A. ALL SILTATION FENCES SHALL BE INSPECTED AT A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN. B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE CONCRETE WASH PIT DETAIL SCALE: NTS M BALES MIL .YETHYLENE ;TAKES -BARS BALE TYP. CONSTRUCTION SPECIFICATIONS SYMBOL 1. STONE SIZE - USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. I 50'MIN. I EXISTING ® 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE PAVEMENT A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. EXISTING NTH -� (OPTIONAL) BERM 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT GROUND PROFILE POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE O' EXISTING MIN, 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- GROUND_'ASTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 12' IN. 1 EXISTING PAVEMENT 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL .� PREVENT TRACKING OR FLAWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL PLANVIEW SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY O'MIN. MUST BE REMOVED IMMEDIATELY. B. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. CONSTRUCTION ENTRANCE (DETAIL ST-11) SCALE: NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT. IL SILT SACK INLET PROTECTION: A. ALL SILT SACK INLET PROTECTION DEVICES SHALL BE INSPECTED AT A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATE SILT SACKS AND SACKS THAT APPEAR TO HAVE AN EXCESS OF SEDIMENT SHALL BE REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN. B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE SILT SACKS WHEN THEY EXCEED A COUPLE INCHES OF SEDIMENT WITHIN THE CATCH BASIN. III. STRAW WATTLE: A. ALL COMPOSITE FILTER SOCKS SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN. B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE WATTLE WHEN THEY EXCEED A HEIGHT OF 4 INCHES. IV. CONSTRUCTION ENTRANCE: A. THE CONSTRUCTION ENTRANCE AND FENCE SHALL BE INSPECTED AT A MINIMUM WEEKLY AND AFTER HEAVY RAINS OR HEAVY USE. B. REMOVE MUD AND HEAVY SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROAD IMMEDIATELY. C. THE GRAVEL PAD SHALL BE TOPDRESSED WITH NEW STONE WHEN MUD AND SOIL PARTICLES CLOG THE VOIDS IN THE GRAVEL. D. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. EROSION AND SEDIMENT CONTROL PLAN 1. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS, SILT SACKS, SILTATION FENCE, OR OTHER INLET PROTECTION DEVICES PER DETAILS, THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, LATEST EDITION. 3. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION WHENEVER POSSIBLE. 4. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 5. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY THE ENGINEER OF RECORD OR BY LOCAL GOVERNING OFFICIALS. 6. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THE EROSION CONTROL PLANS, NOTES, AND DETAILS. 7. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN. 1 10/16/23 Revised Per Engineering Comments Rev. #: Date Description 1-1111 S10 - 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 F: (203) 880-9695 11 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 F: (203) 880-%95 Drawn By: JEP Checked By: CJB Approved By: KMS, Project #: 21206201 Plan Date: 06/09/23 Kevin Solli, P.E. Scale: NTS NY 091256 Project: PROPOSED CHIPOTLE 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) SARATOGA SPRINGS, NEW YORK OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, WILTON NY 12831 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, BOSTON, MA 02129 Sheet Title: Sheet #: _ SOIL EROSION 10 ANAL & SEDIMENT _ __ , . R 2041 11NK � ALA CONTROL NOTES & DETAILS LEGEND w w w C-Co 6 E E E Cry U PROPERTY LINE RIGHT-OF-WAY LINE ADJOINING LOT LINE WATER MAIN / LATERAL GAS LINE OVERHEAD ELECTRIC LINE ELECTRIC CONDUIT CABLE & TELEPHONE CONDUIT SANITARY SEWER PIPE GREASE TRAP WATER VALVE GAS METER ELECTRIC METER UTILITY POLE UTILITY HANDHOLE SEWER MANHOLE _IS 0 L L I 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 F: (203) 880-9695 PROPOSED DOMESTIC SERVICE 11 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 I F: (203) 880-9695 BOX (TYPE AND LOCATION TO BE Drawn By: AWC COORDINATED WITH CITY OF SARATOGA SPRINGS UTILITIES DEPARTMENT) Checked By: CJB Approved By: KMS COORDINATE WITH CITY OF SARATOGA SPRINGS UTILITIES DEPARTMENT FOR PROPOSED DOMESTIC WATER TAP INTO Project #: 21206201 ' EXISTING LATERAL; WATER SERVICE TO BE INSTALLED PER - CITY OF SARATOGA SPRINGS DPW STANDARDS AND Plan Date: 06/09/23 REQUIREMENTS. EXACT LOCATION OF EXISTING -.._ Kevin Sol'li, P.E.. WATERMAIN TO BE VERIFIED IN FIELD. Scale: 1" = 10' NY 092156. Project: PROPOSED CHIPOTLE 112 BALLSTON AVENUE (M-B-L: 165.83-1-3) CONNECT BUILDING SEWER To EXISTING SANITARY MANHOLE W/ SARATOGA SPRINGS, NEW YORK KOR-N-SEAL EX RIM = 316.77 OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, PR 6" INV (W) = 311.79 WILTON NY 12831 EX 8" PVC IN = 312.38 EX 6" PVC IN = 311.79 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, EX 8" PVC OUT = 311.41 BOSTON, MA 02129 Sheet Title: Sheet #: a ORIGINAL t.: 1 MYLAR UTILITY 2PLAN.51 PLANT LIST IW�'ITA LAW AVE SToN BALL Now�- . ..... woo ........ .. ..... ..... ..... �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` L . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p. . . . . . . . . . . . . . . . . . . . . . \ . . . . . LAWN Lands N F of Saratoga % i ,. L r 59 P.4,260 1 AIAIt 1 SYM. I QTY. I BOTANICAL NAME COMMON NAME [SIZE REMARKS/SPACING DECIDUOUS TREES AM 3 Amelanchler canadensis Serviceberry 7' ht. B&B CC 3 Cercis canadensis Eastern Redbud 8'-10' ht. B&B, MULTI -STEM MS 3 Malus 'Snowdrift' Snowdrift Crabapple 1 2" -2" cal. B&B SHRUBS CA 9 Clethra alnifolia 'Hummingbird' Hummingbird Clethra 18"-24" ht. CH 10 Cornus alba 'ivory Halo' Ivory Halo Dogwood #5 cont. 4'-6' ht. spd. IG 11 Ilex glabra 'Nordic' Inkberry 18"-24" ht. HP 10 1 Hydrangea paniculata'Little Lime' Little Lime Hydrangea #5 cont. 3'-5' ht. spd. SJ 1 16 1 Spirea japonica 'Magic Carpet' Magic Carpet Spirea #3 cont. 1'-2' ht, 2'4 spread PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUS HH 7 Hemerocallis'Happy Returns' Happy Returns Daylily #2 cont. 18"-24" SN 8 Sedum spectabile'Neon' Neon Sedum #2 cont. 12" O.C. NR 10 Nepeta Racemosa'Walkers Low' Walkers Low Catmint #2 cont. CR 15 Campsus radicans Trumpet Creeper #2 cont. 12" O.C. LEGEND �'� PROPERTY LINE � 1 TREES 4& FLOWERING TREES OSHRUBS 0 PERENNIALS EXISTING TREE LAWN NOTES 1. SEE SHEET 2.62 FOR PLANTING NOTES 2. ALL DISTURBED AREAS SHALL BE SEEDED AS LAWN UNLESS OTHERWISE NOTED. 10 5 0 2 4 6 810 Scale: 1" = 10' ORIGINAL INK MYLAR 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 ARBORTIE REMOVE TREE WRAP IF ANY EXISTS DO NOT ADD TREE WRAP STAKES 2"-2 2" DIA. OR SQ. & LONG USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER MULCH 3" MAX FINISH GRADE ROOT CROWN SHOULD ALWAYS REMAIN EXPOSED 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. UNDISTURBED SUBGRADE NOTES: 1. FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING 2. REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING. 3. BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) 4. BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED 5. REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H. (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. 6. 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 OR TRUNK DIA. SPACING TREE PLANTING Scale: NTS c 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 GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, NOTES: GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: ALL PLANT SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: PROPORTION GERMINATION PURITY BOTANICAL NAME COMMON NAME BY WEIGHT MINIMUM MINIMUM COMMON NAME TOTAL QUANTITY HEIGHT CREEPING RED FESCUE 50% 85% 95% SPREAD OR CHEWINGS FESCUE SPACING ROOT TYPE KENTUCKY BLUEGRASS 25% 85% 90% SHRUB PLANTING PERENNIAL RYE 25% 90% 90% 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) 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: GRADATION: SIEVE % PASSING BY WEIGHT MIN. MAX. #10 100 #20 78 95 #40 67 87 #60 48 78 #100 40 75 #200 28 63 #270 22 55 .002 2 7 CHEMICAL ANALYSIS PH RANGE ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS 5.2-7.0 4%-6% 35LB. PER AC 75LB/AC 85LB/AC NOT TO EXCEED 500 PPM Scale: NTS PERENNIAL PLANTING Scale: NTS SET CROWN FLUSH WITH 'OP OF MULCH 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED/UNDISTURBED SUBGRADE 2 11/07/2023 REVISED PER ENG. COMMENTS 1 10/16/2023 REVISED PER ENG. COMMENTS Rev. #: Date Description Lh",S 0 L L I 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 F: (203) 880-9695 11 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 F: (203) 880-9695 Drawn By: SEB Checked By DRC ) < f Approved By: a Project #: 22105101 - Plan Date: 06/09/2023 Scale: NTS Project: PROPOSED CHIPOTLE 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) SARATOGA SPRINGS, NEW YORK OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, WILTON NY 12831 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, BOSTON, MA 02129 Sheet Title: I Sheet #: PLANTING 2.62 DETAILS 91 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 n n 1-1,. ,�. � 0.0 0.0 FIXTURE SCHEDULE QTY CALLOUT SYMBOL FIXTURE DESCRIPTION MODEL NOTES LUMENS 21 Cl • RECESSED FIXTURE NDR ELECTRIC, LED DOWNLIGHT, OB610-1015-3K-BRZ 3K, 80 CRI, IOW, MOUNTING HEIGHT SHOWN ON PLAN 1,700 2 P1 ~E I POLE MOUNTED FIXTURE IPOWDER CREE LIGHTING OSQ LED SERIES, MODEL OSQ-BLMSF-A-NM-4ME-B-30K, COATED ALUMINUM, BRONZE 86W 30K LED, TYPE IV DISTRIBUTION 18' MOUNTING HEIGHT 8,251 N Ulu I 0. �1 µ ♦Cl- 0.0 I C 1 9 / (C1- 15 0.0 ((�}} f I tiJ '`1 Cl- 21' o ,- „7 , �r u. 0.0 0 /. 0.0 0.0 LEGEND Hate I Ttou .sr r..1,44 min 7. " or I w 185 MM r�m 15" &F 88 nuii 165 rnrn 85 rnr) 36 y yu PROPOSED CANOPY FIXTURE - C I EIGHT PROPOSED FOOTCANDLES PROPOSED RECESSED FIXTURE ♦� PROPOSED POLE MOUNTED FIXTURES LINE OF 0.2 & 0.0 FOOTCANDLES NDR ELECTRIC, LED DOWNLIGHT i SCALE:NTS i! ''? FQ I ( J. LIGHT FIXTURE (SEE LIGHTING SCHEDULE) GENERAL NOTES 1. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 2. ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES. 3. EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK", SCALE: V = 20', DATED OCTOBER 24, 2022, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. LIGHTING NOTES 1. ALL LIGHT FIXTURES TO BE MOUNTED AND INSTALLED PER MANUFACTURER SPECIFICATIONS. 2. ALL WORK AND RELATED MATERIALS SHALL COMPLY WITH CITY, COUNTY, AND OTHER APPLICABLE GOVERNING AUTHORITY REQUIREMENTS. 1 10/16/23 Revised Per Engineering Comments Rev. #: Date Description S 0 L L I 1 _. < I LIGHT POLE 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 I F: (203) 880-9695 11 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 F: (203) 880-9695 Drawn By: MMH PROVIDE GROUNDING TYPE INSTALLATION Checked By: CJ$ s`s Approved By: KMS� 7 ANCHOR BOLTS (SIZES PER MFG) Project #: 21206201 Plan Date: 06/09/23 CONCRETE FOUNDATION Scale: 1" = 10' 18" MIN CURB Project: FINISH GRADE ° v PROPOSED CHIPOTLE 30" �XX\\%/' 12 BALLSTON AVENUE (M—B—L: 165.83-1-3) 4' . • a ° % SARATOGA SPRINGS, NEW YORK OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, RIGID METAL CONDUIT WILTON NY 12831 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, BOSTON, MA 02129 2' Sheet Title: Sheet #: DIA GROUNDING ROD PROPOSED LIGHT POLE - PI LIGHTING �71 SCALE: NTS PLAN . 16d BOX NAIL GALV OSPOSTT 7/8"x2-3/4"HORIZ. RAIL 3/4"x4" FACIA TAPE OPTIONA 1-3/16" x 1-5/8" END CHEAT 7/8" x 2-3/4" HORIZONTAL RAIL 3/4" x 4" FACIA BOARD 1 -JI1V Al-J/O L:1VL CLEAT 3-1/4" 1-1/2" BEVELED EDGE (TYP.) a&C I IVN4KAME SIDE - LvuDLrI Utl I E FRAME SIDE DUMPSTER PAD ENCLOSURE - CEDAR FENCE (GRAY STAIN) WT. A B c 3 LB. 1-5/8" 1-3/4" 3-1/2" OR 3 LB. 1-5/16" 1-7/8" 3-1/2" 4 LB. 1-518" 1-3/4" 3-1/2" A .L AA F c- F-C-+ DETAIL A DETAIL B TYPICAL MFTAL SIGN TYPICAL METAL SIGN TAPER OPTIONAL DETAIL A DETAIL B HOLE LOCATION HOLE LOCATION NOTES 1. STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF ASTM AS 499-81 GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM AI-76 CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT OF 91 LBS OR GREATER PER LINEAR YARD. 2. AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE REQUIREMENTS OF ASTM A-123. 3. SIGN MOUNTING HEIGHT TO BE APPROVED BY THE ENGINEER OF RECORD. TYPICAL METAL SIGN POSTS 8" T_ 12" 12" SCALE:NTS SCALE:NTS 1 -T LAST CURB SECTION CONSTRUCTION JOINTS NOTES 1. CONCRETE SHALL BE 3500 PSI AIR ENTRAINED AT A 4" SLUMP. 2. TRANSVERSE CONTROL JOINTS 1/4" WIDE BY 3/4" DEEP, TO BE FORMED EVERY 4'. 3. EXPANSION JOINTS WITH 1/2" PREMOLDED MATERIALS SHALL BE PLACED EVERY 28' TO FULL DEPTH. 4. WEATHER PROTECTION AND CURING COMPOUNDS SHALL BE USED IN ACCORDANCE WITH DOT SPECIFICATIONS. 5. ALL EDGES SHALL BE ROUNDED WITH A 1/4" EDGE TOOL SEE PLAN FOR LENGTH AND WIDTH - BROOM FINISH #3 REBAR @ 6" x 6" X W2.0 x W2.0 W.W.M., 2"/0 BOTH DIRECTIONS, EPDXY COATED FTATTQTJ (:R A TIP I CONCRETE PAD DETAIL SCALE:NTS CURB TRANSITION DETAIL SUB GRADE COMPACTED TO 95% NO. 8 CRUSHED STONE OR DENSE GRADED CRUSHED STONE FOR SUB -BASE BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 .0 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 NOTES: \/`\//�/ COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO EXPANSION JOINT SPACING - \ \\�\\,\/\ icy/� /� 90% STANDARD PROCTOR CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) BROOM FINISH PERPENDICULAR TO WALK TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 6" CONCRETE - SEE CONCRETE a. s.... '. CONSTRUCTION JOINT DETAILS TO BE SPECIFICATIONS -DWG. SS-7 SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR o AS ORDERED BY CITY ENGINEER 0 6" X 6" N0. 6/6 WOVEN WIRE MESH 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS, 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE, CONCRETE SIDEWALK DETAIL (DETAIL SS-08) SCALE:NTS SCALE: NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS FR LIL 5/16" 0 STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT PLAN VIEW BREAK AWAY CHANNEL POST "U" - CHANNEL POST (REFER TO SIGN POST DETAIL) w � o i; o� SLOPE TOP OF I a i" CONCRETE 2 1/2" I,, GROUND SURFACE GROUND/PAVING SURFACE t 1/2" PARTIAL ELEVATION NOTES: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN 3" MIN. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1, SITE SIGN BASE DETAILS WHITE )N BLUE IUND 4" SWL PAINTED WHITE BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES (PAINTED WHITE) ALL WHITE & BLUE PAINT SHALL BE PAINTED UTILIZING A REFLECTORIZED PAINT IN ACCORDANCE WITH SECTION 640 - REFLECTORIZED PAVEMENT MARKING PAINTS WITHIN THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (MAY 1, 2022). ACCESSIBLE PARKING SYMBOL DETAIL SCALE: NTS TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 4D7.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG--64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING LOT 1-1/2 2" 8-10" <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2" * 4" 12" MILLION LOADING NOTES: * SEE NOTE 2 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 ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. STANDARD DUTY BITUMINOUS PAVEMENT DETAIL (DETAIL SS-5) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS NEAT CUT EXISTING PAVEMENT AND PAINT WITH LIQUID BITUMEN PRIOR TO PAVING �ji I FEE 1i 11 1111111111 1141 \�l TRENCH WIDTH EXISTING PAVEMENT SURFACE \\ �� S -- REFER TO BITUMINOUS PAVEMENT DETAIL ' HEREON NOTES 1. ALL BITUMINOUS CONCRETE, AGGREGATE STABILIZED COURSE, SUBBASE AND LIQUID BITUMEN SHALL CONFORM TO THE MATERIALS, EQUIPMENT AND CONSTRUCTION REQUIREMENTS AS PER STATE SPECIFICATIONS. 2. THE CONTRACTOR SHALL MAINTAIN 15' WIDE TRAVEL WAY ROAD CROSSINGS AT ALL TIMES DURING CONSTRUCTION. THE USE OF STEEL PLATES IS PERMITTED. PAVEMENT REPAIR OVER TRENCH DETAIL SCALE:NTS SCALE:NTS --�{ 12" MIN. d GREEN LETTERING ON WHITE BACKGROUND WHITE SYMBOL ON BLUE BACKGROUND ALUMINUM 0.080" THICK GREEN ARROW ON WHITE BACKGROUND GREEN LETTERING ON WHITE BACKGROUND GALVANIZED U CHANNELPOST ACCESSIBLE PARKING SIGN NOTE SUPPORTS -SEE SIGN MOUNTING FOR ACCESSIBLE SIGN DETAIL HEREON. ACCESSIBLE SIGN DETAILS SCALE:NTS 5" ( 1"BATTER SIGNAGE (STOP, PED XING, DO NOT ENTER, ETC...) IF APPLICABLE - USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED, WITH PLASTIC SLEEVE (COLOR TO BE COORDINATED WITH TENANT) NOTE: MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE T - 0" SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED 3,500 PSI P.C. CONCRETE PROPOSED BITUMINOUS PAVEMENT PLASTIC SLEEVE OVER 6" SCHEDULE 40POST -GROUT SOLID rfNOTE SECURE PLASTIC SLEEVE TO STEEL POST; CONTRACTOR TO COORDINATE WITH OWNER / TENANT REGARDING COLOR OF PLASTIC SLEEVE o CONCRETE WASH `t PAVING, SEE PLAN r. I AGGREGATE BASE { { ( _ (� M T-0" DIA. CONCRETE FOOTING CONCRETE BOLLARD DETAIL SCALE:NTS SAW CUT, CLEAN AND PAINT WITH LIQUID BITUMEM EXISTING BITUMINOUS PAVEMENT 1-0 F SEE NOTE 2 Z NOTES 1. OVERLAP BOTH PROPOSED BITUMINOUS CONCRETE COURSES OVER EXISTING SUBBASE. 2. MINIMUM THICKNESS TO BE SAME AS PROPOSED BITUMINOUS OR MATCH THICKNESS OF EXISTING PAVEMENT, WHICH EVER IS GREATER. PAVEMENT MATCH TREATMENT (SAWCUT) DETAIL FINISH GRADE I� 1/4" RADIUS 6" REVEAL(MINJ SEE DETAIL SS-5 FOR PAVEMENT \ AND GRAVEL SUBASE REQUIREMENTS 16' " PRECAST CONCRETE CURB 1 /2 ° ("PERM-ACURB" BY FORT MILLER OR APPROVED EQUAL) CONTINUOUS CONCRETE SDING FICAT ONS S DWG. SS-EE 7 8. SUBGRADE COMPACTED TO 90% PROCTOR CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STD. SPECIFICATIONS SECT. 609-3.06 NOTES: 1.1 CONCRETE STRENGTH SHALL BE 5,000 P.S.I. AVG. 2. ENTRAINED AIR SHALL BE 5 X - 9 % 3. WATER/CEMENT RATIO SHALL BE LESS THAN 0.40 4. AVERAGE FREEZE/THAW LOSS SHALL BE LESS THAN 4 X 5. STEEL/FIBERGLASS FORM FINISH 6. MANUFACTURED IN ACCORDANCE WITH N.Y.S.D_O.T. SEC 714-04 7. BUTT UNITS TOGETHER WITHOUT MORTAR CONCRETE CURBING AT TURF DETAIL (DETAIL SS-17) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS EXPANSION JOINT AT SIDEWALK :�\ 5" 1" BATTER 1/4" WIDE x DEPTH OF WALK FIBRE EXPANSION JOINT FILLER SEE DETAIL SS-8 FOR CONCRETE SIDEWALK REQUIREMENTS 1/4" RADIUS FINISH GRADE 11 :: �... . 6" REVEAL(MIN.) SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS 16" A� PRECAST CONCRETE CURB a° '.° ("PERM-ACURB" BY FORT MILLER OR APPROVED EQUAL) CONTINUOUS CONCRETE m'.'. • ' D SETTING BED - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 8" 16" MIN. SUBGRADE COMPACTED TO 90% PROCTOR CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STDS. SEC. 609-3.06 NOTES: 1. CONCRETE STRENGTH SHALL BE 5,000 P.S.I. AVG. 2. ENTRAINED AIR SHALL BE 5 % - 9 % 3. WATER/CEMENT RATIO SHALL BE LESS THAN 0.40 4. AVERAGE FREEZE/THAW LOSS SHALL BE LESS THAN 4 X 5. STEEL/FIBERGLASS FORM FINISH 6. MANUFACTURED IN ACCORDANCE WITH N.Y.S.D-O.T. SEC 714-04 7. BUTT UNITS TOGETHER WITHOUT MORTAR CONCRETE CURBING AT SIDEWALK DETAIL (DETAIL SS-18) SCALE:NTS SCALE:NTS PAVEMENT MARKING DETAIL SCALE: NTS SEE SITE PLAN (SHEET 2.11) FOR SIGN DETAILS / DIMENSIONS GALVANIZED U-CHANNEL POST d FINISHED GRADE BACKFILL a CONCRETE BASE (24" SQUARE) �c NOTE MIN. 24" CONSTRUCT SIGN IN ACCORDANCE WITH DOT SPECIFICATIONS. TYPICAL SIGN MOUNTING DETAIL R1NAL !I; al(NK iAR 1 NO STOPPING" SIGN �- CONCRETE SIDEWALK n ' � m DROP CURB IU '1 (FLUSH REVEAL) 6" HIGH CURB 5' RESERVED PARKING SIGN (TYP.) MAX. SLOPE PER ANSI & NYSMUTCD STDS. ALONG CURB (12" x 18" MIN. SIZE) 1.10 SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE NON - HC o PARKING SPACE 4" WIDE PARKING LINES (TYP') PAINTED WHITE ANSI STANDARD HANDICAP SYMBOL TYPICAL ACCESS AISLE PAINTED WITH 4" DIAGONAL LINES AT 45° ANGLE, 24 ON -CENTER 9'-0" 8'-0" 8'-0" LW/ SIGN READING "NO STOPPING" TYP. MIN. MIN. (SIGN SHALL BE LOCATED SO AS t6'-0" NOT TO OBSTRUCT ACCESS.) NOTES: MIN. 1.) PROVIDE 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP TO 100, REFER TO TABLE 1106.1 OF THE NYS BUILDING CODE FOR ADDITIONAL INFORMATION. 2.) MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR NO PARKING AISLE SHALL NOT EXCEED 1:50 IN ALL DIRECTIONS. 3.) SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN. CLEAR HEIGHT OF 84" ABOVE WALKWAY SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. 4.) SIGNS SHALL MEET THE LATEST REQUIREMENTS FOR RETROREFLECTIVITY. ACCESSIBLE PARKING SPACE DETAIL (DETAIL SS-09) DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS SCALE: NTS C > c M Series 100, horizontal cables, black finish A, let nln4 Nan •:� 1 I '•'3�` boll=-n e 1[ �Interrrr'<Ik�te YC•sts. S• Part Farr Irlauntng nI rr� ,�;;: r Paddy' o / I I ° F,)s.a Mount ne, Tnr drF_rdinc on NGTER� ETA--9 GAN Re ATTAGHEJTG 3TnlIGTLIIlE USING ANY OF THE I-E MGtINT $TANCHION ORIENTATION v FENCE MODULE METMOC3FORSPE:IFX: STRUGTJPAL SUtl3TPA E. SEE 3 EMDUNTbETAILDkA11138 - - - - - ------- 9 MR REWIRIcNE-DR 5T-ONG PARRMETFA$. 1)UCNMHUAI IUNL WDI.v1IN+:IHHU RECO ENDS STEEL aIANLHI[IRS: _RACY DRILL mi9, I{.ARBIDE FItft RECO7A/ENdEDj i _'Rl Y 1 GC , - - .,� 2j LISE.GEL GUTTING GI 21 1.- M ���`, � '•� F/ 8j £TINT WITH 118-.WTI IFKREASE THE H�AE 9¢E IN 11Y6' IM1CiEMEVT$ 4i DRRLL HOLEHDNE UGNnLETEi'A�: 4TAIT 5LGN'LY UNTI-R}tC,ING 11LL [il'E1D, y ' �``�/r% WNILE API'LYINGS:GNfi18lENr r'riEi&IRE. Ayg08TARPNG h"]6TCIMING _ 4 --------- I ,.�' 2"5f8° 319iJARE POST ALL POSTE '&WARE STANCHION PART I,'r710 - ATTACHM ENT SCREW,+ - REFER TO CHART FOR ATTALiiMFM1 SC 1`s PART NUMBER p'a.i•SS SELF. TAP W sGREw1 PART 11017 _ / - (2PER 81DE, 4PER P06T)-- f SMALL CAP (OPTIONAL) ' r SMALL CAP WASHER. GATE MODULE A SCALE:NTS PART #MO{OPTIONAL) �' �"�. -DECK SURFACE m ---.--___------_--_ +I( _1 IN ItRL1EDhIL iTXWIa _ \``��.. "•�^;11 _ yN�r, tIIIlJON 1 n "'Er'STANPART"? ATTAE N1 ti1.66SELF-TAPPN^FVWTAiM7 EJiil/0'Wf Itl RfANCHION,AT"ACHEl7 nR lra,9erA4"sR MAaHINF R3RFVJ, PAFT AITPA TO STRUCTURE Glrax'I 0E-ZIPRNL I MIN.$ - ,,.- -� �. •• a fl IMERNEDMTETO5T6 FNDWRNER. PESTS 6TAINLECd BTEA5TAhh^.HION rART,iTiSS STRUCTURE t` BELOW SURFACEt3ft�ex MAQIINE aGP.ew, aARr rvTa PATIO FENCE DETAIL (OR APPROVED EQUAL) SCALE:NTS t TRUNCATED DOME DDIFIMONS DIM" MD>L O]D MAX. QNI A 10 2An B 0.65" 1.5to C SOX_- 65X OF D DIM. 411, 5ECT1IfN E-E DETECTABLE WARNING STRIP DETAIL FINISHED GRADE T- a:r;a A • > AS REQ'D TO ADJUST CONE TO FINISHED GRADE. EXTEi USE PRECAST UNITS ECCENTRIC CONE 0 SECTION 1 1111 REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 - n is RISER X SECTION a 0 M BOTTOM SECTION 00 DETAIL PROVIDED BY NYSDOT A DOUBLE -SIDED ILLUMINATED FREESTANDING ENTER SIGN 8--ok PLAN VIEW _ SCALE: 3W'=V-0" E.PPNWI El( - SIDE 1 SIDE 2 6C1Lb1 i 7.75 c.c. t 3/4" wide sloted hole far 1!2" Da. Bolt 3" hole for 3" electrical teed lm" Break -formed alum Weld post post w/ capped to mounting top and plate typ. removable Iy� i, cover - 1/2"Aluminum mounting plate MOUNTING PLATE SCALE: 1 1/2"=1'-0" .. - r---�e•ola.rlrnrlmorw¢ . . '..� •°•+.. REFERENCE O/MENSIOAMl Installer to discuss wdh GC location of s gnage +sue=TURAE � PRIOR T-0" and height of sanoiube in comparison to finish To STARTING FOUNDATION TO grade prior to starting footings ENSURE PROPER DISTANCE FROM CURB ONE. 0'4" SPECIFICATIONS FOR (1) ILLUMINATED DIRECTIONAL SIGN L rv4 .1-t rwa.Pamwa.nal 01S" POST=Wateltet cut & break -formed 1/8" alum. "post" (w/ capped top) ANCHOR BOLT DETAIL welded to aluminum mounting plate. Removable side panel for access avrN"wrm" Graphics: Reverse -cut tent w/ 3/16' Milk White acrylic backing "•,"�" .,,Ilk ua Reber Illumination: Sloan Prism White LEDs Conned to existing dreult . par engineering iD MOUNT ING= Post's mounting plate attaches to embedded bolts in caisson EXACT FOOTING DIMENSIONS CGNCRETE= Concrete caisson & rabar as required TO BE DETERMINED BY F -� SILVERUNE White Arlon cast vinyl ENGINEER DRAWINGS 1 •_6"• COLOR SPECIFICATIONS PRISMATIC �'1 o-6%GLOSS #2700-3663 Prismatic Powder coat "Rustic Texture" UTB-5223 RUSTIC TEXTURE Adobo Brown UTB 5223 SIDE ELEVATION _ FRONT ELEVATION Arlon cast vinyl 92100-3651 "Adobo Brown" --- SCALE: 3/4"-V-D"' SCALE: 34 1 -0NOTE: Paint all exposed fasteners to match adjacent finish broadwaynational "`"t"l"'" ❑Approved [3 Rejected Urii a.ea.,J s; fit' i t Tkizi p p T L E Approved with Corrections ❑ Revise and Resubmd C.t4't?ii.F STC1fCz" #4ai.59 1a"` 2 i27 W State St �637 T3+ 3140 t 6s31337.3160 Signature - - Date: fYean,r evt Yoe k NITERNAL USE Wy 21483s_i 1a 2Z-0 ,04 iR TENANT SPECIFIC DIRECTIONAL SIGNAGE DETAIL B� B 4A ONE-WAY INVERT 2"t PIPE PROJECTIONS H (TYP) A MULTIPLE INVERT PLAN SCALE:NTS }A J FORM SMOOTH CURVE WASH 2"f PER FOOT CHANNEL DEPTH 0.8 PIPE I.D. x ' INVERT SAWED HALF CONCRETE BENCHWALL PIPE 4,000 psi MIN SECTION B-B ALIGN 0.8 DEPTHS FORM SMOOTH OF DIFFERENT SIZE CURVE 1/2" PER FOOT (MIN.) PIPES PITCH ACROSS MH INVERT IN 0.10'(MIN.) TO 2'-6"(MAX.) 0.8 I.D. 0.8 I. �� „� r •ti . • , INVERT OUT STANDARD INVERT SMOOTH DROP INVERT FILLET SECTION A -A BENCHWALL AND CHANNEL FOR SANITARY MANHOLE DETAIL (DETAIL SA-4) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH UF11NG NOTCHES & VENT HOLES AS REQUIRED (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4- BELOW F.G.) PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.L AT 28 DAYS, AIR - ENTRAINED FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) �- CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT, MIN. 4000 PSI CONCRETE BENCHWALL FOR SANITARY MANHOLE AND STORM MANHOLE A.O.B.E. (SEE DETAIL SA-4) �- SIZE AND LOCATION OF PIPES AS SPECIFIED 8"-12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. NOTES: I�`/��i�ii��/��%�i�.�/�a�i��'Ifi 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. PRECAST SANITARY MANHOLE DETAIL (DETAIL SA-2) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS NOTE: INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45e BENDS AND BELL/BELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. NYLO}PLAST CLE.ANOUT END CAP ADJUST GRADE PER. ENGINEERS PLAN INJECTION MOLDED WIF 45° WYE INJECTION MOLDED WT 45" BEND INJECTION - MOLDED WT GASKETED 90" BEND CONNECTION H1DPE PIPE (TYP) TYPICAL ROOF LEADER CONNECTION DETAIL SCALE:NTS DETAIL PROVIDED BY ADS SCALE:NTS HEAVY DUTY FRAME AND GRATE -� CAMPBELL NO. 28168 , 0� OR APPROVED o0000 0 0000000 EQUAL (BICYCLE -SAFE) o00 000000000 0 0 0 0 0 0 ood000000 000 CONCRETE COVER PRECAST TO FIT GRATE A ADA ACCESSIBLE RAMP TYPE 9 DETAIL #4 BAR 0 6" O.C. EACH WAY WITH ADDITION/ FRAME TO BE MORTARED AROUND TO TOP OF CATCH BASIN 6" 2'-6,. MIN- I.D. STORM SEWER PIPE TO BE MORTARED IN PLACE DETAIL PROVIDED BY NYSDOT *12" MIN. SUMP REQUIRED A -A' B-B' 8"-12" TYPE 2 CRUSHED STONE B' ON UNDISTURBED SUBGRADE OR ADDITIONAL 0 A' FOUNDATION STONE A.O.B.E. SECTIONS N.T.S. CONCRETE - 4000 PSI ® 28 DAYS MIN. REINFORCMENT - 6x6 - 10/10 WWM B' Y/k ALL FOUR SIDES AND BOTTOM NOTES- (CONFORM TO ASTM STD. A-615) 1,) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. 2.) ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. PRECAST CONCRETE CATCH BASIN DETAIL (DETAIL ST-4) SCALE:NTS CONCRETE 4000 PSI REINFORCEMENT: ASTIM,A6'S - GRADE 60 ASTAA Aim - GRADE Bo ENTRAINED AIR: 5-D'6 - 9.0 MEETS ASTMC TYI CAI. ---24'0OPENING (TYPICAL) BAFFLE 113, PIPE 'y PI �.a T OR 01 12' �y � ..� I 8 I -o" ". I t 1 1 B & 200o GAL, 1. 'r PICAW T- 0r KNt -OU 1000 GAL- o€E�: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR, INLET AND Ot1TLE T KNOCKOUTS PROVIDED FOf. 6' 0 PIPE. * BAFFLE IS SEPARATE SLIDE-M TYPE. FUEL AND Oft, RESISTANT GREY BUSYI IS REQUIRED ICS-440 EQUALi. DESIGN CASE 3 (TRAFFIC) DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS Er I SEE CHART a ys' r t f 1 f 1 ism &zowi 13`-D,. a 50D a 3OW C,AL.. LIQUID IAiL T OUTLET INTEGRAL NTEGW OVFRALLHEWINT INTEGRRAL _TEGRAL BAFFLE SIZE GALLOW LEVEL HU�IGHT HEIGHT TOPBASE HEIGHT HEIGHT TOP BASE (L£3S L 1. 0 INSIDE OUTSIDE (iBS) (LS i INSItiE INSIDE 1500 4' 6' u 6 S _3' 2'_0 3°_6m 3'_,b' 6,-tr 11,4GO 13AW S6 w3 :ANT 6-0, #`-a' 6 -3 3'-6' 3 -£+' 7 _31 " 8 -6 ` 15,000 13,4� ,46cru .15 5-2' 6.2., T-11" 2'.1>w' 3.14' 6.2• A' 17,200 1 16,400 3200 T„-2' T`.I m., 3' 10` T' 4" 7,-2' a'-4' 2€ wo 16,4T1t v,B tU 2,000 GALLON GREASE TRAP DETAIL SCALE:NTS GENERAL NOTESP 1. THESE SHEETS ARE IN ACCORDANCE KITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE RECUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY PROWAGL 2. THE DIMENSIONS SHOWN IN THE DETAILS AS NINIMIMIS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND FIELD LAYOUT, FOR WORK ACCEPTANCE VALUES SEE `CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET 11 OF 12 AND SHEET 12 OF 12. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS TO ENSURE THAT THE FINAL LAYOUT OF PEDESTRIAN FACILITIES MEETS ADA REGUIREMENTS. ANY SURVEY WORK NECESSARY TO MEET THESE REQUIREMENTS SHALL BE PAID FOR UNDER ITEM 625.01 - SURVEY OPERATIONS. 3. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS, DUE TO DESIGN CONSTRAINTS. SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD PER HIGHWAY DESIGN MANUAL CHAPTER 2. 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE IN ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS OIEASUREMENTY' ON SHEET I OF 12. 5. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREIJ FROM ABRUPT VERTICAL CHANGES GREATER THAN 'W' VERTICAL SURFACE DISCONTINUITIES BETWEEN AND (2" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE "VERTICAL SURFACE DISCONTINUITIES" DETAIL ON SHEET 2 OF 12. 6. SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A MAXIM)M GRADE (RUNNING SLOPE) OF 5X. CONNECTIONS WITH A MAXIMUM GRADE RUNNING SLOPE) GREATER THAN 5% ARE CONSIDERED CURB RAMPS. 7. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" ON THIS SHEET, AND THE DETAILS ON SHEET 2 OF 12 FOR DIMENSIONS AND ORIENTATION. CAST IRON COVER 18"x18" PAD 28 DAY READS "SANITARY" 3000 PSI CONCRETE CLEAN -OUT PLUG GRADE CAST IRON CLEAN -OUT BOX I l 6" PVC CLEAN -OUT BOX IS INDEPENDENT OF PIPE AND THEREFORE IS FREE TO MOVE WITH THE SETTLEMENT OF SANITARY PIPE THE GUIDE - - - SANITARY CLEANOUT DETAIL SCALE: NTS 1 10/16/23 Revised Per Engineering Comments Rev. #: Date Description S 0 L L I &-i EN _ ... � 501 Main Street, Monroe, CT 06468 T: (203) 880-5455 F: (203) 880-9695 I 1 Vanderbilt Ave, Norwood, MA 02062 T: (781) 352-8491 F: (203) 880-9695 Drawn By: JEP Checked By: CJB ,M 4° - Approved By: KMS Project #: 21206201.' Plan Date 06/09/23 _. _............ . Kevin Solli, P.E. Scale: NTS NY 091256- Project: PROPOSED CHIPOTLE 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) SARATOGA SPRINGS, NEW YORK OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, WILTON NY 12831 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, BOSTON, MA 02129 Sheet Title: Sheet #: t -- == 0MG1, L M LAR CONSTRUCTION 3002 INK DETAILS TREE BELT CURB BOX MUELLER 5'6" f MODEL H-10314 IN TURF) �IN MODEL H-10334 CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) I 'n - CORPORATION STOP WITH 1 CURB STOP COMPRESSION FITTING in MUELLER H-15008 MUELLER ORISEAL MODEL H-15209 COMPRESSION 3/4" OR 1 " — SIZE AS REQUIRED MODEL H-15219 (SIZE AS REQUIRED FOR 3/4" OR (W/ DRAIN) 1 " SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K 45' COPPER PIPE OR SIZE AS REQUIRED WATER MAIN •; .. •.�• 3/4" OR 1 COPPER TUBING (TYPE K) SOLID CONC. BEARING BLOCK (SIZE AS REQUIRED) `j " OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. WATER SERVICE CONNECTION DETAIL (DETAIL W-02) SCALE:NTS .a <4 ,> '01 UTILITY IDENTIFICATION r jf TAPE (NON DETECTABLE) zo CV t. PIPE DIA. 1 1-6„ 0. MIN. MIN. TYPICAL WATER SERVICE TRENCH FRAME & GRATE SCALE:NTS A A mac �.a I__ ?.U=== DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS SEE STANDARD DUTY BITUMINOUS PAVEMENT DETAIL (SS-5) FOR PAVEMENT AND SUBBASE NYSDOT SELECT GRANULAR FILL COMPACTED TO 95% MODIFIED PROCTOR SAND COMPACTED IN 6" LIFTS TO T ABOVE TOP OF PIPE FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) d � ro z WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES SEE NOTES NOTES: (REFERENCE — RECOMMENDED STANDARDS FOR WATER WORKS 1997 EDITION "TEN STATES STANDARDS-) WHEN INSTALLED PARALLEL ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN— TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 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 SEPARATIONS DETAIL (DETAIL W-07) SCALE:NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS IN EARTH INPAVEMENT 4" TOPSOIL SEE DETAIL FOR PAVEMENT SECTION ON 3.01 APPROVED COMPACTED MAX DRY BACKFILL (95 DENSITY) COMPACTION PER ASTM D1557 IN 8" LIFTS U � a w TRENCH WIDTH: 1'-6" (GAS) 1'-0" ELECT., W H % TELE. AND CATV. T-0" WHEN ELEC., w . CATV, & TEL. ARE GROUPED IN TRENCH :o c c M M N rj METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES I'`et • § `g° �; ONLY) MARKING TAPE BURIED OVER P ;` 4 ELECTRIC AND TELEPHONE CONDUITS BOTTOM OF CONDUIT TRENCH pe�°e cmoo;�' 12" SAND COVER OVER PIPE 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) F-0" MIN IN ROCK. SPECIAL FOUNDATION, IF ORDERED BY ENGINEER 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOGRAPHICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TYPICAL ELECTRICAL/TELEPHONE/CABLE AND GAS TRENCH SCALE:NTS FIBERGLASS INLET AND CYLINDER CONTRACTOR TO GROUT TO a FINISHED GRADE A GRADE RINGS/RISERS _T VARIES (4) PVC HYDRAULIC a OUTLET PIPE SHEAR PLATE ° PLAN VIEW MAX. MAX. N.T.S. 2,-7" ' OIL BAFFLE PERMANENT SKIRT POOL ELEV. .. SEPARATION (5'-3°) M SCREEN PVC HYDRAULIC SHEAR PLATE I' (T) SOLIDS a STORAGE SUMP • � 12" ' 12" [NIMT7M SECTION A -A �— 12" THICK CRUSHED N.T.S. STONE BASE HYDRODYNAMIC SEPARATOR CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING A +/-135° MAX. 12"TOP SLAB ACCESS 60" I.D. MANHOLE STRUCTURE LIMIT OF 12" THICK CRUSHED STONE BASE 1'-2" N 1/2" EXPANSION JOINT WITH SEALANT INPAVEMENT SEE STANDARD DUTY BITUMINOUS PAVEMENT DETAIL (SS-5) FOR PAVEMENT AND SUBBASE VERTICAL LIMIT OF PAYMENT LINE IN ROCK NYSDOT SELECT GRANULAR FILL COMPACTED TO 95% MODIFIED PROCTOR ' NO ROCK SHALL BE CLOSER THAN 4" FROM OUTSIDE OF PIPE 6" f' HORIZONTAL LIMIT OF PAYMENT LINE IN ROCK 6" BELOW PIPE IN ROCK 3/4" CHAMFER ON 1 EACH SIDE OF CHEEKWALL 2" 8" WIDE CONC. CHEEKWALL (EACH SIDE) #3 NOSE BAR (TYP.) m 1/8 SLOPE 4" CONC. WALK 4 1/2"R AT NOSING - #4 REBAR 12" C/C a 4 a. EACH WAY a. COMPACTED SUBGRADE e �a NOTES ' L ALL TUBING SHALL BE 1-1/4"-2" DIA. STAINLESS STEEL. 2. WELD AND GRIND ALL JOINTS SMOOTH. . 3. PRIME AND PAINT ALL EXPOSED STEEL (BLACK). �. 4. PROVIDE HANDRAIL AT EACH SIDE OF STAIRS IN CHEEKWALL OF STAIRS.`` a 5. CHEEKWALL REINFORCEMENT 244 REBAR CONTINUOUS TOP TO BOTTOM. 6. PROVIDE 6" SLEEVE IN CONCRETE CHEEKWALL TO SECURE RAIL POST ° WITH POR ROC COMPOUND. 7. CONCRETE FINISH LIGHT BROOM, a �� � a 8" CONCRETE STEP DETAIL SCALE: NTS IN GRASS AREAS RESTORE TO ORIGINAL CONDITION TOP SOIL (6" MIN) BACKFILL WITH SUITABLE MATERIAL 12" im CRUSHED STONE BEDDING IN EARTH STORM TRENCH DETAIL 11 1 6_0„ I' 15" 5 -7" 9 0 0 � �y"'H I POT -V (V a — I" MONUMENT SIGN DETAIL SCALE:NTS RISE: 8" RUN: 9" = 2'1V RETAINER 4'-5" i TRENCH LNER NON -PAVED TRENCH UNDER PAVEMENT SURFACE OR SHOULDER SURFACE RESTORATION PER SECTION 206 OR SUBBASE COURSE CONTRACT DOCUMENTS BACKFILL WITH SUITABLE MATERIAL SELtCy •GRANULAR- :FILU TRENCH AND CILVERT EXCAVATION PER SECTION 206 : •: ' ' ! '. 3'-0" MiINiM w' •: SHIELDS AN) SEE TAKE: � . SHORING SYSTEM OR SHEETING, IF REOMED . PER SECTION 552 • 1 . '" SELECT GRANULAR FLL � PER SECTION 203 = IM IN i BEDDING ISEE NOTE 4) SCALE:NTS MIN. v __ ' SAND BEDDING ON ROCK BENDING BELOW THE PIPE INVERT SHALL BE REWXD ONLY WHEN NOTED IN THE OWNER REQUIREMENTS OR WHEN ROCK OR UNSTABLE: OR UNSUITABLE CONDITIONS ARE ENCOUNTERED. TYPICAL SANITARY SEWER TRENCH SECTION ORIGINAL DETAIL PROVIDED BY NYSDOT SCALE:NTS SCALE:NTS 6.0010" 6�0 84.0000" A. 0000" / 14.0000" 6 112" OPEN 6.5000' 8 06gg' 2 LIP 5• �+�- Y � g 31 r 83 0000" --I TYP. 1Ya" PERFORATIONS o° ° ° ° ° _' 0 WALL 8.0144" • ... .w. ... ---------------- =:: :': `.' 5' ... `.+ 1� 44 2 ,0000 2 96.001 LL L� 4.0000" 0 0 ; 44.0000" 56 �,. 1., TYP. .000 0 0- 0 0 000 " IL 0- ' ° o o ° o p ° 0 0 ° OPEN E 0 0 2" 6.5000" TAPER 35.�312 0.0000 6.5000" 68.0000 r ,;. 1 .0000 35.931 .'1 18" TYP.~I ° ° ° ° ° PERF o I 6.0000' -I LL_ 69.9808" --- I L- 7.0033" 6.5000" I 84.0000" 7 �0 -- �.0490" OP EN WALL OPEN WINDOW PERFORATED WALL 6.0000" SINGLE ROW CENTER TYPICAL 3' UNIT DIMENSIONS- SINGLE ROW CENTER 6.0010" PERF 3 0 ACCESS 6 0 84.0000" WZPOPEN OPENING (TYP) TYPICAL CAST IRON TO GRADE E &COVER FINISH GRADE :. "f PERF PERF 12" HDPE ° WALL ° o o a o °°°°° a o 0 0 o °°°°° a°° °°°°° o 0 0 0 o s o` °°°°° INV.OUT =311.30'Li Z ' o°o TO Ex CB 96.001 � 4.0000" 0oo 12" HDPE INV.I 12" H 83'° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °0 o FROM wou 6" STONE ELEVATION WRAP ENTIRE BASE PERF BASE AND SIDES WITH GEOTEXTILE OUTLET CONTROL PERF WALL FABRIC/MEMBRANE (SEE DETAIL) STRUCTURE (SEE DETAIL) 6.0000" SINGLE ROW END SINGLE ROW END TYPICAL DETENTION /RETENTION SCALE: NTS PERIMETER WALL TO BE WRAPPED WITH GEOTEXTILE FABRIC UG SYSTEM RISER DETAIL SCALE: NTS 3' UNIT RETAIN - IT DETAIL 12" HDPE INLET INV: 312.83 DETAIL PROVIDED BY RETAIN -IT STORMWATER MANAGEMENT SYSTEMS PR Y OPEN -BOTTOM RETAIN -IT DETENTION SYSTEM (OR APPROVED EQUAL) W/ 6" STONE BOTTOM TOTAL NUMBER OF CHAMBERS: 3 CHAMBERS TOC ELEV: 316.47' BOC ELEV: 312.80' BOS ELEV: 312.30' RISER RISER TF: 318.00 TF: 318.00 UG SYSTEM PLAN VIEW DETAIL SCALE: NTS 12" PVC OUTLET CONTROL RISER INV: 313.85 4" LOW -FLOW ORIFICE: 312.30 12" HDPE OUTLET 1NV: 311.30 URIC' HNAL STEP IN WALL AT FINISH TRANSITION, PER UDO DESIGN STANDARDS CANOPY AT STAFF ENTRANCE DOOR L STEP IN WALL AT FINISH TRANSITION, PER UDO DESIGN STANDARDS --------------- I� /I ♦` 1 i 1 1 % L--- a`s_+'ems Em 0 FLOOR PLAN - SCALE: 1/8" = 1'-0" (11x17 LAYOUT) I-[-01- L J II 46 P H I N N E Y CHIPOTLE 12 BALLSTON AVE D E S I G N SARATOGA SPRINGS, NEWYORK ur 11 uiv i 2,344sf 9 16' PRIMARY ENTRANCE AT _- _ __ _ /STREET CORNER , PULL -DOWN STAIR TO ACCESS ROOFTOP EQUIPMENT PLATFORM No�p 4.25.2023 SHEET #: Al-1 5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT CANOPY AT STAFF ENTRANCE ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH — ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS PAINTED 4X10 CEMENT BOARD PANELS WITH REVEAL 24' MINIMUM HEIGHT MEASURED TO TOP OF 1 1/2:12 PITCH "FLAT" ROOF SURFACE (24'-8" BUILDING HEIGHT S�^`"'n1° (5) DOUG BRACKET.' 8X8 TOP 40 SF MA NORTHW PAINTED PANELS V1 1 1/2" [ ---- - - SOUTHEAST ELEVATION SCALE: 1/41' = 1'-0" NORTWEST ELEVATION SCALE: 1/4'. = 1'-0" FA CHIPOTLE 12 BALLST0u7Avmf7 HIGHER 2:12 "FLAT" SHED ROOF WITH LARGE OVERHANGS, PROMINENT ARCHITECTURAL FEATURE AT MAIN ENTRANCE, PER UDO DESIGN STANDARDS. RELATES TO OTHER SHED ROOF DETAILS AT BOWLING ALLEY AND ACROSS BALLSTON AVE CHIPOTLE BRANDING WALL. CONCRETE BOARD PANELS PAINTED WITH PPG "AUTUMN RIDGE" WITH PREFINISHED ALUMINUM TUBES, COLOR MATCH TO STOREFRONT. INTEGRATED LED SYSTEM HIGHER 2:12 "FLAT" SHED ROOF WITH LARGE OVERHANGS, PROMINENT ARCHITECTURAL FEATURE AT MAIN ENTRANCE, PER UDO DESIGN STANDARDS. RELATES TO OTHER SHED ROOF DETAILS AT BOWLING ALLEY AND ACROSS BALLSTON AVE 5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH 50% GLAZING BETWEEN 2'-10' ABOVE GRADE, ACHIEVED ON THIS ELEVATION WITH WALK UP ORDER WINDOW AND MAIN ENTRY GLASS STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS UPPER CEMENT BOARD: PPG "FOG" LOWER CEMENT BOARD, METAL PANELS AND STOREFRONT: PPG "KNIGHT'S ARMOR" BRICK: ENDICOTT "MANGANESE IRONSPOT" OVERHANG SOFFITS: STAINED DOUGLAS FIR BEAD BOARD ELEVATIONS SARATOGA SPRINGS, NY 4i26i2023 SHEET #: DOUGLAS FIR BEAD BOARD SOFFIT, ALL OVERHANGS 40 SF MAX WALL SIGN ON NORTHEAST FACADE STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS -- STANDING SEAM CAN( DOOR. DARK BRONZE MATCH STOREFRONT LEE NORTHEAST ELEVATION SCALE: 3/16" = 1'-0" SOUTHWEST ELEVATION SCALE: 3/16" = 1'-0" CHIPOTLE 12 BALLSTON AVE. SARATOGA SPRINGS, NY PAINTED 4X10 CEMENT BOARD PANELS WITH REVEAL 50% GLAZING BETWEEN 2'-10' ABOVE GRADE, ACHIEVED ON THIS ELEVATION WITH WALK UP ORDER WINDOW AND MAIN ENTRY GLASS PRIMARY GUEST ENTRANCE 5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT PAINTED CEMENT BOARD TRIM ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH UPPER CEMENT BOARD: PPG "FOG" LOWER CEMENT BOARD, METAL PANELS AND STOREFRONT: PPG "KNIGHT'S ARMOR" BRICK: ENDICOTT "MANGANESE IRONSPOT" OVERHANG SOFFITS: STAINED DOUGLAS FIR BEAD BOARD 24 x 36: 1/4" = 1' 12 x 18: 1/8" = 1' 0 1 2 4 8 ELEVATIONS 4/26/2023 SHEET #: m ilillillAmKli: I DESIGN • ,•*MMOMM• SARATOGA SPRINGS, NJ BALLSTON AVE EXISTING 4/26/2023 SHEET #: UMA CHIPOTLE 12 BALLSTON AVE SARATOGA SPRINGS, NY 4/26/2023 SHEET #: A5