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HomeMy WebLinkAbout20220104 30 Caroline Site Plan Final Signed PlansLEGEND: cv GAS VALVE X GAS SHUTOFF yf wv WATER VALVE X WATER SHUTOFF .& SEWER MANHOLE $O STORM MANHOLE 0 LIGHT POST SIGN POST SPOT ELEVATION x101,9 UNDERGROUND ELECTRIC LINE E UNDERGROUND GAS LINE G SANITARY SEWER LINE SS STORM SEWER LINE ST UNDERGROUND WATER LINE w OVERHEAD WIRES OH NOTES: 1. SURVEY SHOWN WAS PREPARED FROM A DECEMBER 2021 FIELD SURVEY 2. SURVEY SHOWN WAS PREPARED WITHOUT THE BENEFIT OF AN UP TO DATE ABSTRACT OF TITLE OR TITLE REPORT AND IS SUBJECT TO ANY STATEMENTS OF FACT THAT SUCH AN ABSTRACT OF TITLE OR TITLE REPORT MAY REVEAL. 3. SURVEY SHOWN IS SUBJECT TO ANY SUBSURFACE CONDITIONS THAT MAY EXIST, IF ANY 4. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CERTIFIED TO. WHILE EVERY EFFORT WAS MADE TO PLOT UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES FROM FIELD INVESTIGATIONS AS WELL AS DATA OBTAINED FROM PREVIOUS MAPS, RECORD UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT SHOWN HEREON. DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION 5. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 6. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S SEAL, AND SIGNATURE IN RED, SHALL BE CONSIDERED TO BE TRUE AND VALID COPIES. 7. CERTIFICATIONS INDICATED OR IMPLIED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON OR PERSONS FOR WHOM THIS SURVEY WAS PREPARED, AND ON HIS OR THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 8. EASEMENT FOR THE USE AND MAINTENANCE OF A RESTROOM FOR 68 PUTNAM STREET AS DESCRIBED IN INSTRUMENT No. 2014022807 HAS BEEN TERMINATED BY INSTRUMENT No. 2017007733. MAP REFERENCES: 1. MAP ENTITLED "MAP OF SURVEY 30 CAROLINE ST. & 68 PUTNAM ST.% DATED MAY 12, 2014, PREPARED BY BOSWELL ENGINEERING AND FILED IN THE SARATOGA COUNTY CLERKS OFFICE ON MAY 23, 2014 AS MAP No. M2014109. 2. MAP ENTITLED "MAP OF PROPERTY OF THOMAS WILSON TO BE CONVEYED TO MARK AND KIMBERLY A. SUTTON,- DATED JANUARY 12, 1998 AND PREPARED BY THOMPSON FLEMING LAND SURVEYORS, P.C. w zRIM: 102.4 INV A: UNABLE TO ACCESS SS A01.92 Pk mI ST E B G 1p108 w x101?5 x101 52 SS ST -A005 xg G �p1 a0 CONCRETE CURB 16 LANDS N/F OF CAROLINE STREET OWNERS, LLC INSTRUMENT No. 2013034685 B G 1p1 Vo 1,AB E ;RETE CUR G 6 G,1p1 0A G 4" SP INLER VALVE PER RECORD w 21" ST In x1p0 60 • SS - CB GRATE: 99.59 INV A: 92.0 BCn99 8' UTILITIES SMH J D M H — CAROLINE STREET INVRIkA A: C PPED RIM 99 INV 93.03.0 INV B 90.3 INV 91.6 03-3'-1INV 91.7 0°3 BC;1p0�4 INV : 91.1 INV D: 89.8 gC,90033 SCr ZG (C _19 ST G E SMH RIM: 99.78 — w --n INV B: 84.1 INV C: 84.3 �- Ss 21 " OH o 0 - h -'' �oot� OH — *101 12 �1 xlpp 5g V•� r,nmrror:-Tr7 cinnAiAi v CLEANOUT REMAINS UUNb i KUU i iUN r LNUt CONCRETE �ELEC REMAINS PANEL * p1 5 Z 1023 � x12" HDPE m OVERTICAL IN GROUND TOP ELEV.=104.9' Z X W 100 6 F: ti w U-) LO 100 � U 2 1p1'6� Z x Z 12" HDPE w VERTICAL IN GROUND STOP ELEV.=102.2' 1p1 y5 .. VACANT / LOT tEi AREA = 0.079f AC. OR 3,454f S.F. Op M x10 •9 104 5A. , ,' N lJJ U) ° CONCRETE-'` REMAINS - ( ,;.fs Z":` 1013 (CONCRETE� CONCRETE ,REMAINS r STEP 10p 63 . 9 000Rpl 44, 49„ NO3 4.02' .RAREA OF ESTRICTED ( f LANDS N/F OF ACCESS CAROLINE STREET OWNERS, LLC INSTRUMENT No. 2013034685/ LANDS N/F OF LYNCHY'S TAVERN, INC. INSTRUMENT No. 2008023158 I I ST 82 CB 10p o8 GRATE: 99.38 g, INV A: 92.4 lolro LANDS N/F OF JMO PARTNERS INSTRUMENT No. 2010020540 PLANTER REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. ALL DEMOLITION AND DISPOSAL ACTIVITY WILL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. N W � � o W o N N (� N 2 0Na Ov(9 m m E Z a cn ii {. EXISTING 4" WATER LINE REPUTED LOCATION 8" REMOVE AND DISPOSE OF ELECTRICAL PANEL STABILIZED CONSTRUCTION ENTRANCE E EXISTING BUILDING TO REMAIN (HAMLET & GHOST) PROTECTION NOTES: PREVIOUSLY T.VP CUT, AND ABAN -- - - PIT TO CONFIRM ELEVATION OF EXISTING SEWER -MAINS -AND REPORT FINDINGS TO OWNERS REP 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVE CONCRETE EXISTING BUILDING TO REMAIN (SPERRY'S) REMOVE CONCRETE N i i SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER, CITY ENGINEERING DEPT/DPW, AND OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE _S ...______._____. EXISTING STORM LINE -----............. ' ...... EXISTING SANITARY SEWER LINE EXISTING GAS LINE ------ EXISTING ELECTRIC _._.___......._._.__:W_----- - ---- .....____......_ EXISTING WATER LINE SF SILT FENCE — — — — — — — — SAWCUT ASPHALT X > <Xxxxxxxxx REMOVE ITEM REMOVE ASPHALT/CONCRETE 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 20220104 Approval Approved under authority of a resolution adopted -Z / 7 by the Planning Board of the City of Saratoga Springs y Chairperson Date Signed: 1111-13 v C 401MThe LA GROUP Landscape Architecture & Engineering P.C. Aeopfe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2020 Prepared fora GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Project Title.- 30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project No.: 2021127 Design: DRC Drawn: BAS Ch'k'd: DRC Date: 4/20/2023 Scale: 1"=10' Drawing Title Site Demolition, Preparation & Erosion Control Plan Drawing No. L-1.0 W Ujan J O Wcn ,M N N Q N N C9 N O 07 o a N ❑ V i� a Z 0 a ) i LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR, 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES, FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 7. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 8. ALL PROPOSED OR RELOCATED SIGNS WITHIN THE CITY RIGHT OF WAY SHALL HAVE FINAL LOCATION APPROVED BY THE DEPARTMENT OF PUBLIC SAFETY BEFORE INSTALLATION, PLANTING SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT TREES AC 1 Amelanchier cenedensis Servtceberry 4" CAL B&B GRADING NOTES: , AC ,,5' TYP. 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "MAP OF SURVEY 30 CAROLINE STREET", DATED 1/8/2022 AS PREPARED BY BOSWELL ENGINEERING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 6. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 7. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. a ------------- v MEET EXISTING C N S G CONC RETE 1.41: PAVEMENT FLUSH WITH { .: Le el..... x .....__...._..........-- ....._ .;;.... SMOOTH TRANSITION 4 6" CONCRETE CURB L-3.0 Ea t 1 KI t zx TREE 9 GRATE L-3 0 ; FIFE: 101.79 EXISTING BUILDING TO REMAIN (HAMLET & GHOST) LAYOUT & MATERIALS PLAN FIFE: 101.12 r�ASPHALT PAVEMENT L-3.0 EXISTING HISTORIC STREET LIGHT TO REMAIN L-3.0 CONCRETE PAVEMENT MEET EXISTING CONCRETE PAVEMENT FLUSH WITH SMOOTH TRANSITION 5 SCORE JOINT, TYP. L-3.0 EXPANSION JOINT, TYP. 10. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 11. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, 12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. UTILITY NOTES 1, THE CONTRACTOR SHALL CONTACT U.F.P,O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2, LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 4. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 5. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. ----- ------ - ----- ------ ---------6" SDR-26 PVC SEWER LATERAL, 2.75% SLOPE (2% MIN.) „ - :;.. UTILITY CROSSING, " \' _ _........... _........... _....v, I FIFE: 101.79 v rZrl .1� Ar EXISTING BUILDING TO REMAIN „ i ii I EXISTING BUILDING TO (HAMLET & GHOST) REMAIN (SPERRY'S) zz VC x 4 'i'p �e}F 9,F.F.• <`3 � '� }A, `� - E'•�AatFSF Fat iia.° � ..awwm` tF,aA � ,T. :f;' ,.�^"".N" �3 .Fte. F <a,.F,ta F tSatdF ,.tat t.•e Fa`,t,• S aaF,. F�,3•oc i F t f f i.. .. .. GRADING, DRAINAGE, & UTILITY PLAN LEGEND - - PROPERTY LINE MAJOR CONTOUR 850 MINOR CONTOUR 852 101.5 PROPOSED SPOT ELEVATION �12 ,d EXISTING SPOT ELEVATION ........ - EXISTING TELECOM ...... - EXISTING GAS LINE 51----- -.-- EXISTING STORM DRAIN .._._.................. Wei . ..................... EXISTING WATER LINE -- - EXISTING SANITARY LINE PROPOSED STORM DRAIN ST W PROPOSED WATER LINE PROPOSED SANITARY LINE SAN ASPHALT PAVEMENT 7 L-3.0 77777777 CONCRETE PAVEMENT 8 L-3.0 - - - - - - - - EXPANSION JOINT 5 L-3.0 6" CURB 4 L-3.0 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board # 20220104 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: Q 1 LOW The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p., 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2020 Prepared fora GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Project Title.- 30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 F N.EN CO Lusf,f, 091339 yk� R�FESS!® . Project No.: 2021127 Design: DRC Drawn: BAS Ch'k'd: DRC Date: 4/20/2023 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Layout, Grading, Drainage, & Utility Plan Drawing No. L-2.0 Scale: 1 "=10' Scale: 1 "=10' CONSTRUCTION SPECIFICATIONS: EDGE OF EXISTING ROADWAY 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES.. 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION X, ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL ,A A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING 25'-0" DEVICE. 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATEO 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED OVER COMPACTED SUBGRADE AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE c u 3 10' MAX. i TO 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND PERSPECTIVE VIEW SILT FENCE 36" MIN. FENCE POST J ........ .. ............. ..... ......... ........ U w m 0 .. ......... CV V_ .................................. ................ FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/STAPLES CONSTRUCTION FENCE FILTER FABRIC-----"— SCALE:NTS z 0 N FLOW z C° g z CONCRETE 3/4" PREMOLDED SIDEWALK EXPANSION JOINT FINISHED 6" 1/4" RADIUS GRADE PAVEMENT o Q . _. POURED -IN -PLACE 00 ''�"" m °' .... CONCRETE CURB SEE \J<N,,,.s�, CONCRETE SPECIFICATIONS GRAVEL COMPACTED "? TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. CONCRETE CURB JOINT SEAL PER SPEC TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP. PREMOULDED JOINT FILLER EXPANSION JOINT SCORE JOINT CONCRETE EXPANSION, SCORE JOINT APPLY TACK COAT TOP COURSE BINDER COURSE — PAVEMENT KEY PROPOSED PAVING EXISTING PAVING 6" l EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION SCALE:NTS ORANGE POLYETHYLENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "CONSTRUCTION AREA" METAL POST SCALE:NTS SCALE:NTS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONIC. PAVEMENT. KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL COMPACTED SUBGRADE SCALE:NTS SCALE:NTS TOP COURSE - NYSDOT ITEM PG-64S-22 402.1273QR, 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED \ \ O w \ \ F w BINDER COURSE - NYSDOT ITEM Q tl a PG 64S-22 402.2579QR - 80 �L•LUy SERIES COMPACTION PG " BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 \ \ \ f \\\\ 1/1 \ ' \x' \\\ COMPACTED GRAVEL - � NYSDOT TYPE 2 CRUSHER RUN -STONE SECT.304 COMPACTED TO 95% STANDARD PROCTOR SEPARATOR FABRIC (NYS DOT 207) SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ;1 ASPHALT PAVEMENT NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE ALL 1-1/2" 3" 12" ASPHALT SCALE:NTS BROOM FINISH PERPENDICULAR CITY OF SARATOGA SPRINGS TO WALK CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 4" CONCRETE - SEE CONCRETE SPECIFICATIONS THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED S r, 6 6" X 6" NO g WOVEN WIRE WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY \\ MESH EXCEPT A.O.B.E. MINIMUM SPECIFICATIONS. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TO 95% STANDARD PROCTOR SHALL MEET OR EXCEED THESE SUBGRADE COMPACTED TO CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE 0 90/ STANDARD PROCTOR 0 AINED F DURABLE MATERIAL AND SHALL HAVE 1 A LOW AIR -ENTRAINED 0 U S WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER NOTES: LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR EXPANSION JOINT SPACING - 20'-25' O.C. ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 CONTROL JOINT SPACING 5' O.C. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST NOMINAL CROSS SLOPE 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' WITH CLIMATE AND WEATHER CONDITIONS. MIN. OR AS ORDERED BY CITY ENGINEER TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL TYPE 1 COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK TYPICAL PEDESTRIAN TRAFFIC LOADING STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY SARATOGA SPRINGS RIGHT OF WAYS: BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE "A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 1 CONCRETE PAVING 3' III _III TREE GRATE I' 1/2" X 1" X 1/4" THICK GRINDING PADS FOR LEVELING - TYP. 4 OR MORE PLACES. SCALE: NTS TREE GRATE, 7210 ADA TREE GRATE BY IRONSMITH, OR APPROVED EQUAL SCALE:NTS NOTES: • FILL THE TREE PIT WITH WATER The LA GROUP AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING Landscape Architecture &Engineering P.C. REMOVE TREE WRAP IF ANY EXISTS; OR BACKFILLING. People. Purpose. Pfrce. DO NOT ADD TREE WRAP • REMOVE ALL CONSTRUCTION _ DEBRIS, ROCKS AND LARGE 40 Long Alley p: 518-587-8100 y, ROOT CROWN SHOULD ALWAYS STICKS BEFORE AND DURING BACKFILLING. Saratoga Springs f 518-587-0180 REMAIN EXPOSED BACKFILL WITH THE SOIL THAT NY 12866 www.thelagroup.com WAS REMOVED (UNLESS MULCH, 3" MAX. PLANTING IN HEAVY CLAY OR Unauthorized alteration or addition to this USING STRUCTURAL SOILS), document is a violation of Section 7209 of the FINISHED GRADE New York State Education Law. REMOVE ALL SYNTHETIC, STRING, BURLAP, © the LA Group 2020 AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE Preparedfor- FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE ROOT BALL GM 30 Caroline THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT BALL Street Corp. WHERE PRACTICAL OR MIN. OF 2X THE ROOT BALL DIAMETER. UNDISTURBED SUBGRADE 356 Arlington Avenue DECIDUOUS TREE PLANTING Brooklyn, NY11208 SCALE: NTS SAW -CUT EXIST, PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8" LAWN RESTORATION PVMT. RESTORATION TOPSOIL & SEED IKE EXIST. PVMT. NEW PVMT, SEE DETAIL AS SPECIFIED JT :...• .. � SUBBASE BBASE MAT L.' REFER TO NEW PVMT. DETAIL BURIED IDENTIFICATION I ___€ ,,,.,.: ':;; _' _ WARNING TAPE LA ,:.' 1" 1: w Ur Y a, CO FINAL TRENCH BACKFILL Q i ` (SEE NOTE) = ry LU is .C? 5 4e — 4 PIPE ZONE BACKFILL O.D./2 OY _ -W 6" MIN, \ r U :.; :_:_f:; PIPE ZONE BEDDING MAT'L PIPE O.D. + 24" MIN. ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D.12 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL TRENCH FINISHED Z 0 I Un WATER LINE SANITARY SEWER OR STORM SEWER *SEE NOTE Project Title., 30 Caroline Street SCALE: NTS 30 Caroline Street Saratoga Springs, NY 12886 (REFERENCE- "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- 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 CROSSING DETAIL Planning Board # 20220104 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Sprin Chairperson 0 Date Signed: SCALE:NTS Project No.: 2021127 Design: DRC Drawn: BAS Ch'k'd: DRC Date: 4/20/2023 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Details Drawing No. L-3.0 6" LATERAL (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 6"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL AND COMPACTION PER w CITY OF SARATOGA o SPRINGS STANDARDS v z CRUSHED STONE PIPE BEDDING, AS SPECIFIED 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CONNECTION TO EXISTING WATER MAIN GRAD SECTION A -A b. #30 ROOFING FEL THRUST BLOCK M PLAN (TYP) PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 4"x4" STAINLESS STEEL TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 4" DUCTILE IRON PIPE WATER MAIN SCALE:NTS \ 4" MINIMUM CONCRETE ENCASEMENT (MIN. CONC. STRENGTH OF 2,500 PSI) CONTROL SETTLEMENT (SLIP) JOINT - - 6" LATERAL-/ 0 J u_ 6" SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS EXISTING 45°-60° (UNLESS EXISTING SANITARY OTHERWISE SANITARY SEWER SEWER PIPE DIRECTED PIPE, CONTRACTOR TO CONFIRM SIZE 4" MINIMUM CONCRETE PLAN ENCASEMENT (MIN. CONC. UNDISTURBED ;:..;..; :.::..:.. SOIL STRENGTH OF 2,500 PSI) ELEVATION CONNECTION TO EXITING SEWER MAIN FLEXIBLE SADDLE WITH STAINLESS STEEL UB WATER MAIN STRAPS/CLAMPS, NDSND (OR SEWERFLEXIBLE SADDLE OR \! % FORCE MAIN)APPROVED EQUAL CONCRETE THRUST ----<--- - ` BLOCK EXISTING STORM ` SCHEDULE) MAIN PROPOSED STORM SEWER 4,000 p.s.i. .,f/ W=`M�TM UNDISTURBED SOIL STORM SERVICE CONNECTION - PLAN \� NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST NOTES: BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V± = LID W + I.D. - I.D. bi WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 8.8 2.5x3.5 12.5 3.0x4.5 6.8 2.0x3.0 3.4 1.5X2.5 1.7 1.0x2.0 THRUST BLOCK � N w2� EL o _ N Cn N OvC7 CO N N m E a � m d U) LL SCALE:NTS FINISHED GRADE FLEXIBLE SADDLE WITH STAINLESS STEEL STRAPS/CLAMPS, NDS FLEXIBLE SADDLE OR APPROVED EQUAL -PROPOSED STORM SEWER -- PIPE BEDDING CONNECTION TO EXISTING STORM PIPE SCALE:NTS SCALE:NTS Planning Board # 20220104 Approval Approved under authority of a resolution adopted 2- 17 2 3 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 2 n The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Piece, 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2020 Prepared fora GM 30 Caroline Street Corp. 356 Arlington Avenue Brooklyn, NY 11208 Project Title: 30 Caroline Street 30 Caroline Street Saratoga Springs, NY 12886 Project No.: 2021127 Design: DRC Drawn: BAS Ch'k'd: DRC Date: 4/20/2023 Scale: 1"=10' Rev: Description: Date: Drawing Title Site Details Drawing No L-3.1