Loading...
HomeMy WebLinkAbout20210355 Crescent St. Subdivision Plans As-ApprovedCRESCENT STREET RESIDENTIAL DEVELOPMENT CITY OF SARATOGA SPRINGS * SARATOGA COUNTY * NEW YORK GENERAL CONSTRUCTION NOTES 1. ENGINEERING DRAWINGS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. ENTITLED "EXISTING CONDITIONS CRESCENT STREET SUBDIVISION BELLA HOME BUILDERS", DATED 01-15-19. 2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN EROSION AND SEDIMENT CONTROL. 3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. 4. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE N.Y. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION. 6. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. 8. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 9. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS -OF -WAY AS REQUIRED BY THE MUNICIPALITY AND ALL PERMITS REQUIRED FOR UTILITY WORK ON -SITE FROM THE CITY. 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON -SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER AND THE MUNICIPALITY. 12. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY ENGINEER. 13. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 15. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. 16. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. 17. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. 18. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. ALL NECESSARY SIGNAGE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND ASSOCIATED DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. 21. ALL WATERMAIN AND WATER SERVICE MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS STANDARDS AND APPLICABLE AWWA STANDARDS. 22. WATERMAINS, WATER SERVICES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-14, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE WATERMAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATERMAINS, C-651-14. 23. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE APPROPRIATE UTILITY COMPANY. 25. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% STANDARD PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 26. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE PERFORMED BY THE CONTRACTOR AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, LINES, GRADES AND POSITIONS. 27. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 28. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE SANITARY SEWER LINES. 29. THE CITY OF SARATOGA SPRINGS SHALL BE RESPONSIBLE FOR THE OWNERSHIP AND MAINTENANCE OF THE WATER LINES. 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY AND 18" MINIMUM VERTICALLY. 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE SHALL BE DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. THE COORDINATION AND COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW. CITY OF SARATOGA SPRINGS PLAN NOTES: 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 7.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. 8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 9.) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. NYSDOH REALTY SUBDIVISION CONDITIONS OF APPROVAL A. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION ARE INSTALLED IN CONFORMITY WITH SAID PLANS. B. THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH. C. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. D. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. E. THAT THE PUBLIC WATER SUPPLY AND COMMUNITY SEWERAGE IMPROVEMENTS SERVING THIS SUBDIVISION SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED PROFESSIONAL (P.E., R.A. OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE NEW YORK STATE DEPARTMENT OF HEALTH AND THE LOCAL BUILDING CODE ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. F. THAT PLAN APPROVAL IS LIMITED TO FIVE YEARS FROM THE DATE OF APPROVAL, AND SHALL EXPIRE ON7 1319,00(0 TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE NEW YORK STATE DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. G. THAT THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. SITE LOCATION MAP 1000 2000 APPLICANT & PROPERTY OWNER: BELLA HOME BUILDERS 228 CHURCH STREET SARATOGA SPRINGS, NY 12866 PLANNING BOARD # 20210355 Appr ved/ under authority of a resolution adopted -3 2-1 by the Planning f the City of (D `` te) Saratoga Springs. 8 2- J MWftan ' a Sia ed NEW YORK STATE DEPARTMENT OF HEALTH NEW YORK STATE DEPARTMENT OF HEALTH tht Palk; Nlim York OAIIO _ his fs to eerti%r that this p�ob§@6 tjt�ttg@Ffidiit 16f Wiji r §ti��jy �ftd setAra a di§' §dl I ttlf§ f��it §dl �l i§i�ti itZ i i art# tti it p�ahs err n � �� � dfh§@ of tho §tdt@ U���r rd��" of id itH re h€r appr��eJ: a✓€tri§��rf is R�r�ta� �lif�fi t�i th+5 Lilifi� a� 4i�e map on which this endorgEifdht apoem in the die# of tt bdtifft� del in accordance with the pf6Vi§iiDh§ dt §@eti6h i3ij` Elf the hlbii& Health LAW and Swoon ? 7-jtiJt of did bivifolillneinial LAW, SHEET LIST TABLE SHEET NUMBER SHEET DESIONA77ON SHEET DESCRIPTION 1 COV-1 COVER SHEET 2 S-1 SUBDIVISION PLAN 3 ED-1 EXISTING CONDITIONS & DEMO PLAN 4 LMG-1 LAYOUT MATERIALS & GRADING PLAN 5 PP-1 PLAN & PROFILE OFFSITE WATER 6 ESC-1 EROSION & SEDIMENT CONTROL PLAN 7 DT-1 EROSION & SEDIMENT CONTROL DETAILS 8 DT-2 SANITARY SEWER DETAILS 9 DT-3 WATER SYSTEM DETAILS 10 DT-4 MISCELLANEOUS SITE DETAILS SITE STATISTICS: TAX PARCEL ID PARCEL 1 - 179.29-2-1 PARCEL 2 - 179.29-2-2 PARCEL 3 - CITY OF SARATOGA SPRINGS ALLEY PARCEL AREA PARCEL 1 - 0.66f AC PARCEL 2 - 0.28f AC PARCEL 3 - 0.05t AC TOTAL AREA - 0.99f AC ZONING - UR-2 URBAN RESIDENTIAL 2 MINIMUM AREA REQUIREMENTS MINIMUM LOT SIZE - 6,600 SF MINIMUM AVE WIDTH - 60 FT MAXIMUM BUILDING COVERAGE - 30% FRONT YARD SETBACK - 10 FT MIN SIDE YARD SETBACK - 8 FT MIN (20 FT TOTAL) REAR YARD SETBACK - 25 FT MIN FIRST FLOOR AREA - 700 SF MIN (2 STORY) MAX BLDG HEIGHT - 60 FT GREENSPACE - 25% MIN. PROPOSED SUBDIVISION LAYOUT (6) SINGLE FAMILY RESIDENTIAL LOTS UTILITIES WATER - CITY OF SARATOGA SPRINGS SEWER - SARATOGA COUNTY SEWER DISTRICT #1 CITY OF SARATOGA SPRINGS PLANNING BOARD MARK TORPEY, Char SARA BONIN, Vice Chary o TODD FA80=1 -- City Hall - 474 Broadway RUTH HORTON I . Saratoga Springs, New York 12866 LEXIE BONITATIBUS - Tel 518-587-3550 fax: SI8-580-9480 KERRY MAYO www.saratoga-springs.org IASON DOTY SHAWNAIENKS, A{tem e, NOTICE OF DECISION IN THE MATTER OF THE FINAL SUBDIVISION APPLICATION #20210355 OF CRESCENT STREET SUBDIVISION 125 JACKSON STREET SARATOGA SPRINGS, NY 12866 Involving the premises with tax parcel # 179.29-2-1 and 179.29-2-2, in the City of Saratoga Springs, on an application for final plat review of a 6-lot residential subdivision within the Urban Residential - 2 (UR-2) District with the Planning Board who met on May 27, 2021 and made the following decision(s) by a 6-0 vote (In favor: Torpey, Boivin, Fabozzi, Horton, Bonitatlbus, Mayo). In accordance with 6 NYCRR Part 617, the Planning Board classified this request as a Type I Action, 2 Issued a Negative SEQRA Declaration on February 4, 2021 And, in accordance with requirements set forth in the City's Subdivision Regulations, the Planning Board issued the following decision: 10 Approve the final subdivision plat with the following conditions: • Include the finish floor elevation (FEE) to the nearest tenth foot for the proposed homes on the layout plan sheet. • Tree protection and preservation of existing trees within the ROW (2 Maples) and on lot I (I Maple) shall be noted on the final plat. • Tree protection detail on the final plat shall be approved by the City Arborist; installation of protection measures shall be verified by the City Arborist prior to issuance of the first building permit. • Tree preservation of the existing Maple on lot I shall be added as a deed restriction on the property. • Removal of the existing street trees along Adams St. to be reviewed and approved by the City Arborist. • Street tree species and sizes shall be the satisfaction of the City Arborist. • Final plans shall be to the satisfaction of DPW and the City's Designated Engineer. The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations: • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site improvements. • Submit a fee in lieu of recreation of $2,000 for each new residential lot per Appendix A of the Subdivision Regulations. • Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. • File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs Subdivision Regulations Article 11, Section I. D. I S. lure 3, 2021 Date filed with Accounts Dept. Y Chair cc. Budding Dept. Acw,,m Dept, Appli,vt/Agent, Fit, H. THAT ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. Location Map Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole ® water valve — — overhead wires Deed Reference: Bella Home Builders, Inc. Inst. #2020002348 Map References: 1. "Map of Lands Cole, Kellogg & Smith" made by A. Garnsey, C.E. dated Dec. 1853 filed in the Saratoga County Clerk's Office as Card 2 Pocket 3 Folder 3. 2. "Extract from the map and Survey made for A.A. Kellogg, E.W. Cole and J.L. Smith" by A. Garnsey, C.E., , December 1853 "Showing the Property of the John Cox Estate" filed in the Saratoga County Clerk's Office in Map File Number AA-42. 3. "Survey of Lands of Thomas J., Michael J. and Peter P. Bleznyk" dated Nov. 18, 2016 by Survey Associates, LLC Survey Note: Parcels A,B,C,D & E are part of an undeveloped alley being conveyed by the City of Saratoga Springs to the adjoining land owners. UR-2 AREA REQUIREMENTS Maximum Percent of Lot to be Minimum Principal Accessory Building Occupied Yard Dimensions Buildings Minimum Distance to Minimum Zoning District Minimum Lot size Mean Width (feet) Percent of Lot to be Principal Accessory Front Rear One Side Total Minimum First Floor Maximum Principal Front Side Rear Building Building (feet) (feet) feet (feet) Side feet (feet) Area Height (feet) Building (feet) Lot Line (feet) Lot Line Lot Line Permeable (square feet) (feet) (feet) UR-2 6,600 SF 60 30 10 10 25 8 20 1 Story=900 2 Story=700 60 5 10 5 5 25 P:\B\Bella\S20-102 125 Jackson Street\Carlson\S20-102 Bella Homes 125 Jackson Street SUBDIVISION MAP.dwg Steele Street 1 /2"IR. 0 — • — _ _ .� •�:i�,L:�1 �r— L LPL 1 �L— J0 / U0 4 `J t � 1 /2IR. 10' SETBACK — _ _ 1O' SETBACK \� . 1 c� Lot 1 °' En Lot 6 En N 6,992 sq.ft or N 3 ( N 8,367 sq.ft or 0.161 cc. 1 m 0.192 cc. NIN c 2 E v o 10' SETBACK —_� 1 0 0-)2$ 3'03,i 0 ,f,SSJ.098.01' 1 0 10' SETBACK 57q2%�'E o N86'12'42"W 67.80' , � • .29'03 0�� s � o •-- ______• N74I R6`• .•.��______N86'12'42"W 133.02' s S86'12'42"E 67.80' F •____�^ I S86'12'42 "E 60.01 ' I S86'12'42 E 81.02' 10' SETBACKCD 1 C 00 1 10' SETBACK N 1 0 Ln 1 o a ° 25' SETBACK Lot 2 � W Q i W ; 6,851 sq.ft or N N I N I W 0.157 cc. Lot 5 ;n1;n M1� o 0 o a C 6,670 sq.ft or Y N `� I z I 0.153 cc. 3 0 10' SETBACK Z s� in N I N N w N N85 42'17"W 110. 03' Lot 4 fe 1 a 0- UJ S854217"E 6,748 sq.ft or V' 1 0 1' 0.155 cc. 0' SETBACK I / 3 o v, o o �pCK o Lot 3 o N i ' S% • W 7,671 sq.ft or o ° 0 0.176 cc. 75.6 „W S76'15°° 50' 10SBPC� DRYWELL S`1D 4 37pRo? S84'35'05"E 10 �32.10' street / i /� ri t • S76'15'00"W G` e NO2'5 11. e / 11.00, O 1 r / ' DRYWELL / O SAN.MH. / EASEMENT FOR PEDESTRIAN ACCESS TO BE GRANTED TO THE CITY OF SARATOGA SPRINGS 176 S.F. i Subdivision Plan Scale: 1" = 20' 1 1 DRYWELL \ 1 O SAN.MH. i t � 0 z � a Q c� NEW YORK STATE DEPARTMENT OF HEALTF: Glens Falls District Office Refer to first sheet for approved date and signature. PB #20210355 Approved under authority of a resolution adopted - by the Planning Board of t e tity of oga Springs. 5�2%2/ Chairp vl DaY6 Signed �`rHQY0 COO 0623 ]- % SAND SJ vv 5/24/2021 ALLEY CONVEYANCES ADDED 3/24/2021 LOTS 1, 6 REVISED 2/4/2021 LOTS REVISED, PROPOSED SIDEWALK DATE DESCRIPTION REVISIONS DATE: July 1, 2020 JOB NO.: S20-102.24 TAX MAP: 179.29-2-1 & 2 SCALE: 1 " = 20' 10 0 10 20 S1 S20-102.24 SHEET— OF — SURVEY NOTES: SURVEY NOTES: 1. ELEVATIONS ARE BASED ON NGVD29 DATUM. 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE OWNER OR CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFORM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE OWNER OR CONTRACTOR DUE TO THE FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. DEED REFERENCE: 1. THOMAS J. BLEZNYK, MICHAEL J. BLEZNYK AND PETER P. BLEZNYK INST. #2008040063 MAP REFERENCES: 1. "MAP OF LANDS COLE, KELLOGG & SMITH" MADE BY A. GARNSEY, C.E. DATED DECEMBER 1853 FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS CARD 2 POCKED 3 FOLDER 3. 2. "EXTRACT FROM THE MAP AND SURVEY MADE FOR A.A. KELLOGG, E.W. COLE AND J.L. SMITH" BY A. GARNSEY, C.E., DECEMBER 1853 "SHOWING THE PROPERTY OF THE JOHN COX ESTATE" FILED IN THE SARATOGA COUNTY CLERK'S OFFICE IN MAP FILE NUMBER AA-42. 3. "SURVEY OF LANDS OF THOMAS J., MICHAEL J. AND PETER P. BLEZNYK" DATED NOVEMBER 18, 2016 BY SURVEY ASSOCIATES, LLC. TREE PROTECTION STRATEGY: 1. ALL TREES TO REMAIN SHALL BE FLAGGED. TREE PROTECTION FENCING AND SIGNAGE SHALL BE INSTALLED PER DETAIL THIS SHEET. FENCING SHALL BE PLACED NO CLOSER TO THE TREE TRUNK THAN THE DRIPLINE. 2. FOLLOWING INSTALLATION OF TREE PROTECTION, CONTRACTOR SHALL CONTACT CITY ARBORIST FOR INSPECTION AND VERIFICATION OF ALL TREES TO REMAIN. 3. CONSTRUCTION SHALL COMMENCE FOLLOWING CITY ARBORIST INSPECTION AND APPROVAL. _,.�--------------____ __ SCALE: N.T.S TREE PROTECTION FENCING DETAIL DRAWN BY: BRD DETERMINING CRITICAL ROOT ZONE: SINGLE TREE MJL- PLE TREES } � MEASURE l jH CIF TRLE IN 'NCHES. r THIS NUMBI-H I'S THE MINIMUM —CHAINLINK CRITICAI - ROOT ZONE s "? CN4!NJNR NUMBER OF FET FROM THE TRUNK -HAT SHOULD BE PROTECTED BY FENCING DBH= x.NCHES "IL CR:TICA REST CONE- ARE CRITICAL ROOT ZCt'I' Y i W11HIiJ x FEET uRC`ty-0 TRUNK. o M f 1 NOTES: r �1. TREE PROTECTION FENCING ,HALL BE EREC ;D AT THE EDGE OF THE CRITICAL ROO! NC OR BEYOND PRIOR TO THE START OF ANY CO-v TRJCT.ON ACTIVITY 2. THE PROTECTED CRITICAL ROOT ZONE 0 EACH TREE SHALL EXTEND FROM THE ]PUNK A MINIMUM DISTANCE �Sz OF 1 FOOT FOR EACH INCH OF TRJNK DIAMETER OR 6 W,HICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES AtiJ BE CONSTRUCTED OF CHAINLINK _ .t TREE PROTECTION AREA 4. FENCE:SHALLBE SUPPORTED BY VERTICAL POSTS FENCING POST-� Sr0GKPUNG PR�weneo I DRIVEN 2 (MIN) INTO .HE GROUND. POSTS MUS- AVOD I I MAJOR ROCTS, AND MU5T BE SPACED NOT MORE THAN ONTINUOUS 1 10' APART. CHAINLINK FENCING + 5. NO STOCKPILING OF MATERIAL: VEHICULAR TRAFFIC, OR STORAGE OF EOJIPMFNT SHALL BE ALLOWED WITHIN -HE .I 4 THE FENCINGG NCING SHALL NOT BE MOVED OR MIN REMOVED UNLESS APPROVED BY CITY FORESTER. j 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A r I Pf,,nYINEN" LCCA'^f1N- i III III I In. Il�,rr r� I III nl ILL 10 A CITY OF SARATOGA SPRINGS TREE PROTECTION DETAIL SCALE: NTS NOTES: 1. TREE PROTECTION INSTALLATION SHALL BE VERIFIED BY CITY OF SARATOGA SPRINGS ARBORIST PRIOR TO CONSTRUCTION. 2. DEED RESTRICTION FOR TREE ON LOT 2 (SPECIFIED AS 42" MAPLE THIS SHEET) SHALL BE PROVIDED PRIOR TO CONSTRUCTION. NEW YORK STATE DEPARTMENT OF HEALTH EXISTING ASPHALT TO BE REMOVED AND DISPOSED OF AT A LICENSED WASTE FACILITY FOR UTILITY SERVICE CONNECTIONS AND WATERMAIN EXTENSION (TYP.) ( / S t r? > #20C� f0 z o/ i c z t 'Z" s i zo t r' >l 1 i 00 lir,R °jr ,S eta7/ y .58 ` Op r) �. tj I EXISTING TREES TO BE CLEARED `"Vv i l 10 AND GRUBBED (IYP.) / + f ; A / Pr. x FATA l FENCE E REMOVED AND DISPOSED 0 LICENSED WASTE FACILITY. TREE PROTECTION SHALL BE INSTALLED AROUND EXISTING TREE DRIP EDGE ON r #17g CA U ALL TREES TO REMAIN (TYP.). REFER TO +_ (2 2) { S' . s g'or 2— 7 0 29/ / DETAIL THIS FOR SPECIFIC DETAILS AND +1 (285) / 7>g ,38 ' ( Q' w SIGNAGE REQUIREMENTS f �oe. 2— r S2o 7 r 0) h /I 1 1 '( f2,07�g2g� / l` _ j� EXISTING ASPHALT TO BE REMOVED ? Q2�8 S.f 2 � �,¢ l AND DISPOSED OF AT A LICENSED o� 1' R,, CUB: O l .Ali WASTE FACILITY FOR UTILITY (289); ,r ` ,�. Q) SERVICE CONNECTION. (TYP.) EXISTING GRAVEL DRIVEWAY TO BE r a REMOVED AND DISPOSED OF AT A� (288 LICENSED WASTE FACILITY. X 3 1 _'g 2 l ' r , 2_ �kl Rr � . \8 a \ 1 5?v�, EXISTING TREES TO BE CLEARED ! AND GRUBBED (TYP.) 1 j ., -, l t I1./4. ° I IvNtyfly� �1tnyFiyR�' 123.16' 123.16' 123.16' S76'15'00 "W S76'15'00"W _ f DR1,20Upp686' CCU3nRY,:e,2' 1 ; �8 v WIDE — SAN - )&AN SAN SAN - —SAN _, _ A - SANX SAN ,� SAN - - S SAN SAN SAN SAN N SAN _ Crescent Street , � ��� W o. D t I 10" DIP tV,! TFP � Mzz3p430,9 2 42 �'.fqH ' nfr \ 3 KEL .Y h'eVN MCSPI:s'IT t `"3I,y/ti �92 ✓� �UJ U2 EXISTING ASPHALT TO BE REMOVED AND EXISTING ASPHALT TO BE REMOVED SWPPP GRADING LINE TYP. AND DISPOSED OF AT A LICENSED ryl,yU�.94 DISPOSED OF AT A LICENSED WASTE 1.26t AC WASTE FACILITY FOR UTILITY '` 0,` 02 FACILITY FOR CURBING INSTALLATION. SERVICE CONNECTION. (TYP.) EXISTING CONDITIONS & DEMOLITION PLAN 10 20 40 SCALE: 1 "=20' 11,Y K STATE DEPARTMENT OF HEALT< ®" Glens Falls District Office Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 Approved under authority of a resolution adopted by the Planning f the City of ate) Saratoga Springs Yff0 Z 4 �2 e • Pake Si ed j� ACC l l �3 z CD 1 / CD 1,7 = 1 EXISTING POLE MOUNTED LIGHT / 'lug EXISTING FIRE HYDRANT f J o SWPPP GRADING LINE (TYP.) � /jp- �NS EXISTING MAPLE TREE TO BE DEED RESTRICTED FOR <3p9se" PERMANENT PRESERVATIONLA e N� GFF ;� a�`bm 1p �,038 311.7'f \ � ,•• T��, �i'f l / , ` � f PROPOSED ASPHALT DRIVEWAY (TYP.) FFE ` r PROPOSED 6" SDR35 SANITARY SEWER ! 'b ��a LATERAL AT 2.0% MINIMUM SLOPE (TYP.) u°?��s w r' LOT 1 CO 6,992t SF DECORATIVE STREET LIGHT (TYP.) PROPOSED DE (► B� 3j� \ PROPOSED PROPERTY LINE (TYP.) !� o.o (0 31, a6 TC-LOT 6 0 3 3 C 1 = 0.00> +� + ()\ 6j82 8,365t SF PROPOSED 3/4" COPPER WATER g Tc>31 \ / 0.19t AC o J \\ f SERVICE. CURB STOP AND BOX SHALLeca3j/oeq BE INSTALLED AT PROPERTY LINE (TYP.) / f 0 c311o0.00 } , �..." C>3 O° / GFF = \ i mow. leccj //' 6 x 7 $310. 1 ! ! `� °° 31 1 .8'f \ \% /+ 8 © GFF ,_ a 1� ! 6/ rc> Q pz, ' 312. (' f - !ec$3°1•20i , /" c/ /! ! 3 0�� �� \ TREE PROTECTION &PRESERVATION FOR gt 1 •os � �°'7o/ 3) EXISTING TREES. PROTECTION FENCING ' FFE _ \ / SHALL BE INSTALLED AROUND EXISTING c=3no.5a �° Bc=31 o.os e�� / 315.8' f 2 / 6° p7 • os "? 109 TREE DRIP EDGE ON ALL TREES TO / ! ! O \ FFE _ � ! � � � o �s REMAIN (TYP.). REFER TO DETAIL 1 ON ! o \ CO _ SHEET ED-1 FOR SPECIFIC DETAILS AND ! � ! ; -- a �; LOT 2 \ 31 6 3 t TC=310.68 SIGNAGE REQUIREMENTS ! �! \ \ M ,851 / AC ! ! s 310 %01 O / h °� ��� !J \ 1 \ LOT 4 �'o 0 69 A �0p3- 6,748f SF / S gCID so 1 0 "•S',.Sj, OF/fir r 7 p /Cs31 7es er ! 1 .310.'00 310.00 ^ 10.00 GFF A,)! + +1 312.1 ' f f O 3j0.00 ` + 00' (0 / FFE _ rn 10.50 6.1 31 BC ' f w Co O LOT 3 7,671 t SF / FFE _ 0.18t AC / / 316.1f / / CID 3 7 � N eC 3joso GFF = h ! ! / 312.1't PROPOSED SANITARY CLEAN —OUT (TYP.) 312 � y TC=31'0 5 � � RA BC=3w.68 p \ i � Ca loan 6g BC�3j '�/ 33 2, \ TC=3W.67 l/ 1 �w �1 J 8Ca 17.16 1 : 10. 1+ LOT 6 \ t ,� / 66, Q) .15t AC---'-� w ! �b, ! J C=31`1.22 B� C=310.72. / c, \ FFE _ �o ea 084/' J 315.4't / 3 ➢'Bca��.e /INS GFF = "' 311.4'f !/ !! ec 310:02 o ��°' 311 �° PROPOSED CONCRETE CURBING (TYP.) xCID 10. u o 9�� �1 104.3T o� sP 75.60/ 82. 00 \O^ Tip i10 30� �p (GG,S, ?� u� ' 117 / l; EXISTING FIRE HYDRANT 6 �9 + �1� c mu 0 dy0_" a a� �p .4 eCz3pg•16 ''��U✓F . 3�< �', Z OR'6VE ,` +g.x� IJI J l29 .8�, \ ��, //M 3, . 0 m — m A9 "�" ��° °4a °3 CO _IN370_ 0"- Og o n o 0 0 o " o TC=` i 1.37 I o o .3a�, �. 11 It MM �,,� o BC=310.87 ..• coe? a.r rn mM Mn NN .,broaa nn aa" •�1 ( ) SAN __ N v N vlv Mr, nn\ ��M�p o0 00 00 °0 000o amarn — o .*.. — SAN -ii' to uv u ryM nM ran I �� o0 0 00 0 0 om ,,I oo N d0�a �rom o o». SA U r -y r� .0 C� 11 11 11 N II N M n ; MM n M / U Qj I N ��u °?ao MaD MN� �� v (0 SAN N _ _- _4__ U UU U II II II II N 0 0'll/ I M M 99 Crn p c;T J: i�\' ih - tim rm UU U U U U /1 II II MM I o' o� All u - -- - -- Mp - _�.--._._ — I`v ~ 10 r m _ /" m GNU U U „� ate ,,...: -I o �' II II' U 11 ,,n _ Crescent I �� — Strer t ® A EXISTING POLE MOUNTED LIGHT L PROPOSED EASEMENT TO THE CITY OF SARATOGA SPRINGS PLANTING ABRV BN LIST' NOTE: *IF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE N`;?I OBTAINABLE, SUBMIT PROPOSAL OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. BOTANICAL NAME COMMON NAME QTY SIZE COND BETULA NIGRA RIVER BIRCH 1 3"-4" CALIPER SPACING REMARKS CO CELTIS OCCIDENTALIS HACKBERRY B&B AS SHOWN 3 3"-4" CALIPER B&B AS SHOWN NS NYSSA SYLVATICA BLACK TUPELO 3 3"-4" CALIPER B&B AS SHOWN QM QUERCUS MONTANA CHESTNUT OAK 1 3"-4" CALIPER B&B AS SHOWN Mi4iN TREE PROTECTION & PRESERVATION FOR (1) EXISTING TREES. PROTECTION FENCING SHALL BE INSTALLED AROUND EXISTING TREE DRIP EDGE ON ALL TREES TO REMAIN (TYP.). REFER TO DETAIL 1 ON SHEET ED-1 FOR SPECIFIC DETAILS AND SIGNAGE REQUIREMENTS LAYOUT, MATERIALS & G RAO I N G PLAN 0 10 20 :• G _`30.n ,, y EXISTING POLE MOUNTED LIGHT LEGEND EXISTING FEATURES PROPOSED FEATURES FIRE HYDRANT T WATER LINE 0 CATCH BASIN a CB FRAME/GRATE • STORM MANHOLE ODMH FRAME/SOUD COVER STORM WATER LINE ----------- - SANITARY GRAVITY LINE -----------^— SANITARY FORCEMAIN ----s SANITARY STRUCTURE • GRINDER PUMP SANITARY CLEANOUT 000 — — PROPERTY LINE ■ ■ ■ ■ � NEW YORK STATE DEPARTMENT OF HEALTH RKSTATE DEPARTMENT OF N -A it _ Glens Falls District Office _ * fl stt-sheet for approved date and signature. PLANNING BOARD # 20210355 REALTY SUBDIVISION LOT # (TYP.) Lw TREET ADDRESS (TYP.) ROPOSED APPROXIMATE GARAGE FINISH LOOR ELEVATION (TYP.) Approved under authority of a resolu ' opted (D 3 21 by th la nin oard of the City of e) Saratoga Springs. Chairperson ate S gned f)I'h z Z nt t„ z �. N f,. � - a` — -- ---- o z � !\ ,` -t+00 — � 50, +p0 - �i.25 6" CLwi 52 DIP _- Adams - Street = SAN -,1 rr 71 Yr : O � c om a F i W G', G G 4f-- -- — - '— — — — - SAN SAN SAN — A f CHORI D t w-. iJ 6aoo' 7A�lI PLAN - OFFSITE WATER STA 0+00 TM 2+F 4-R'-:1 0 15 30 60 120 C14 Z N a Cq 25 Z Oq --�— _o 00 J + H ro I N CO W M O N u >II II Z� II N W N W .LiLv EXISTING GRADE (TYP.) I \� Ek I ING HYDRANT ALONG ADAMS STREEI1 APPROXIMATE LOCATIjOrJ AND DEPTH OF EXISTING M I UNDERGROUND GAS LINE i Z i w WATERMAIN TO CONNECT TO APPROXIMIATE 'LOCATION F > EXISTING WATERLINE STUB I ON OF Ei`J�1 0; `') j ALONG ADAMS STREET EXIST NG 6" CL52 D P '�;ATERMAlN. / ONTRACTOR TO VEIJIFY LOCATION, ( / DEPTH. SIZE AND Pdi. I E:RIAL OF EXISTING MAIN PRIOR TO CONSTRUCTION. ------------- ---- 6" CL52 DIP ----------- 6" CL52 DIP WATERMAIN TO CONNECT TO — — EXISTING 10" WATERMAIN ALONG CRESCENT STREET WITH 10"x10"x6" TPS S.S. TAPPING I 3/a" COPPER WATER SERVICE 18' MINIMUM VERTICAL 3/4" COPPER WATER SERVICE SEPARATION FROM PROPOSED SLEEVE AND VALVE. VALVE SHALL BE 6" TO LOT #2. CURB STOP AND TO LOT 1. CURB STOP AND MUELLER A-2361 WITH MECHANICAL JOINT BOX SHALL BE LOCATED AT # WATER SERVICES TO EXISTING I BOX SHALL BE LOCATED AT SANITARY SEWER MAIN (TYP.) ENDS "OPEN RIGHT". CONTRACTOR TO FRONT PROPERTY LINE. VERIFY EXISTING WATERMAIN LOCATION, FRONT PROPERTY LINE. DEPTH, SIZE AND MATERIAL PRIOR TO CONSTRUCTION. I - --- - --- - --- I I �t R � -, f i,- IXico ooNco (N jI ob-,­4,bac N 6. 0670- 0j n N I, j - - � N N N7 i 76 X, II I. I it II r I I z Z Z Z Z d- St+ W + > > > > > > ic) P v�l ii ;I Z Z Z Z Z Z }I li II O n N N N C) O O O 0) 0) r� r7 OM O M 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE - OFFSITE WATER STA 0+00 TO 2+,F54_R� VERTICAL SCALE: 1 " = 4' 0 1.5 3 6 12 0 15 30 60 120 HORIZONTAL SCALE: 1 " = 30' 310 300 290 NOTES: 1) ALL FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY OF THE MATERIAL USED. 2) PLACE FILL MATERIALS IN 12" LOOSE DEPTH LAYERS MAXIMUM. LIFT HEIGHT SHALL BE GOVERNED BY THE ABILITY OF THE COMPACTION EQUIPMENT TO OBTAIN THE REQUIRED COMPACTION WITH 12" AS A MAXIMUM LIFT HEIGHT. BEFORE COMPACTION, MOISTEN OR AERATE EACH LAYER AS NECESSARY TO FACILITATE COMPACTION TO THE REQUIRE DENSITY. 3) COMPACTION TESTING SHALL BE PERFORMED AT THE DISCRETION OF THE INSPECTING ENGINEER IN ACCORDANCE WITH AASHTO T238, NUCLEAR METHOD. 4) DO NOT PLACE BACKFILL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST, ICE, PONDED WATER OR EXTRANEOUS DEBRIS. 5) A MINIMUM OF 18" SEPARATION IS REQUIRED BETWEEN SEWER (BOTH SANITARY AND STORM) AND WATER LINES. 6) MINIMUM OF 5' OF COVER IS REQUIRED OVER WATERLINES AND SANITARY SEWER. 7) MAINTENANCE & PROTECTION OF TRAFFIC SHALL BE COORDINATED BY CONTRACTOR WITH CITY OF SARATOGA SPRINGS PRIOR TO CONSTRUCTION. I NEW YORK STATE DEPARTMENT OF HEALTH NEW YORK STATE DEPARTMENT OF HEALTF Glens Falls District Office Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 Appro ed under authority of a resolu ' opted o .3 21 by tfieV oard of the City of (D te) / Saratoga Springs. 6 L Chairperson ate Signed TABLE 5.3 SOIL RESTORATION REQUIREMENTS* TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/ EXAMPLES NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING PROTECT AREA FROM ANY ONGOING AREAS WHERE TOPSOIL IS HSG A&B STRIPPED ONLY — NO CHANGE CONSTRUCTION ACTIVITIES IN GRADE APPLY 6 INCHES OF TOPSOIL AREAS OF CUT OR FILL HSG A&B AERATE AND APPLY 6 INCHES OF TOPSOIL HEAVY TRAFFIC AREAS ON APPLY FULL SOIL RESTORATION SITE (ESPECIALLY IN A ZONE (DE —COMPACTION AND COMPOST 5-25 FEET AROUND BUILDINGS ENHANCEMENT) BUT NOT WITHIN A 5 FOOT PERIMETER AROUND FOUNDATION WALLS) AREAS WHERE RUNOFF REDUCTION AND/OR INFILTRATION RESTORATION NOT REQUIRED, BUT KEEP CONSTRUCTION EQUIPMENT FROM PRACTICES ARE APPLIED MAY BE APPLIED TO ENHANCE THE CROSSING THESE AREAS. TO PROTECT REDUCTION SPECIFIED FOR NEWLY INSTALLED PRACTICE FROM ANY APPROPRIATE PRACTICES ONGOING CONSTRUCTION ACTIVITIES, CONSTRUCT A SINGLE PHASE OPERATION FENCE AREA REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IN ARES WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA nvm vP"Q U— 1 w Vr NtW TVKK STATE STORMWATER DESIGN MANUAL (JANUARY, 2015) ** AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR —DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLR IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE A MINI—SUBSOILER. *** PER "DEEP RIPPING AND DE —COMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THE APPROVED SWPPP RECOMMENDED SOIL EROSION AND SEDIMENT CONTR-OL MEASURES MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT SOIL EROSION. GENERAL MEASURES: 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE. 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. PARTICULAR MEASURES: 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS, STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED. 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF —SITE. STONE CHECK DAMS SHALL BE CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT BE PLACED AT INTERVALS EXCEEDING 20 FEET. 3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON —SITE FOR PERIODS GREATER THAN 14—DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA. 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. 7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP. MAINTENANCE OF EROSION CONTROL MEASUR S THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE —SEEDED AND PROTECTED FROM FURTHER EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY SEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED. TO EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED. LEGEND SILT FENCE R INLET PROTECTION M ■ ■ ■ M CHECK DAM o / t i`I' r J s 3 ? u ,�, /\ I c GFF \ j w 0 31 1.7 f / � � ° ���'%�. �, -_• `' ���>�� f Q � / r �` SWPPP GRADING LINE (TYP.) FFE / � 315.7'f ��� � ^ J 1.26t AC � / � �_ 1 / SEDIMENT CONTROL FENCE (TYP.) LOT 1 7 ' 6,992± SF \ \ z 0.16t AC / v \ ^\ RIP —RAP CHECK DAM (TYP.) 71 / TREE PROTECTION SHALL BE INSTALLED LOT 6 / j`. sit= �. # ` .v. r \ , 6j82• , r` / AROUND EXISTING TREE DRIP EDGE ON 8,365t SF ALL TREES TO REMAIN (TYP.). REFER TO 0.19t AC o A. DETAIL 1 ON SHEET ED-1 FOR SPECIFIC / + \ DETAILS AND SIGNAGE REQUIREMENTS + r r / w I1Yj iq� ry12' x r c 6 GFF a //y �6�. / I— f / Q� 8oz, STABILIZED CONSTRUCTION ENTRANCE (TYP.) � 312.0 \\ _ � FFEFFE 310.83 , LOT 231,6.3 6,851 t SF/ ` AC / r _ ; ° STpC � � LOT 4 �� 003, ", �� ; ' 6,748t SF ` -0_j 5f AC LOT 6 \ rc f SF 2 , 6670 -� 31 ...,".�� .15t AC A 00 w y� GFF = ® C 312.1'f / O / J ci¢� FFE — j_, (- / t1 J316.1 LOT 3 7,671f SF ♦ FFE = FFE/�h, / / J = _ 0.18f AC 31 1 ' f31 , GFF = jA� . 3 ' i 312.1 ' f GFF = l z' i r,t / cz 31 1 .4' f / gC=;, 0 02X 31 . CONCR 1 311 a • L ° i A 11z I 5 104.37 75.60' zo �r j 8° 0' � �v 0 0/0 so'jill- 0 MINI g 304,93 I �7 <o m -'SAN i T4 X .a�0c c» ou, ,. d : „ __, �� i V ¢.. �A sAN yr n „"" n M u '� 9 rn �x ar <u SAN SAP, - �>> Uc o �) ti �� u o ;on I � SAN , f SAN SAN AN g m u`- v •��' t, I �� n � W -1— W Crescent J tree t SAd S N _ S`�N � Y �_' VF N z --__ - - I " \ 1 SA fiV SAN w - i i^ °Ri^ I i -------- -- _ RAT R11�,_ $Ost JCL 82 G�4 42 i EXISTING DRYWELLS LOCATED IN ROADWAY SHALL BE CLEANED AND ALL SEDIMENT/DEBRISCl i- REMOVED FOLLOWING SITE STABILIZATION (TYP.) INLET PROTECTION SHALL BE INSTALLED ON EXISTING DRYWELLS. NEW YORK STATE DEPARTMENT OF HEALTH EROSION & SEDIMENT CONTROL PLAN SCALE: 1 "=20' NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 Appr ved under authority of a resolution adopted w - 2_ by th Plannin oard of the City of (D te) Saratoga Springs. l c� 8 ZG -2,l Chairperson DO t Sig ed 50' MIN. --------- - 6 - #2 & #3 STONE MIN. EXISTING GROUND FILTER FABRIC MARAFI 10OX J OR APPROVED EQUAL PROFILE MOUNTABLE BERM (OPTIONAL) 50' MIN. II 12' ! 12° -- Ab MIN. MIN. i 10' PROVIDE CULVERT PIPE UNDER ENTRANCE TO CONVEY UPLAND 1O'R - DRAINAGE AOBE PLAN VIEW CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER. EXISTING PAVEMENT CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH 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. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE. 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. 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. STABILIZED C�ONUCTION EENTRANCE_s�T�Fi CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS CONCRETE WASHOUT AREA 10'X10'X3'f DEEP SILT FENCE SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA 10' WIDE GRAVEL ENTRANCE FROM PAVED ROAD TO WASHOUT AREA PAVED ROADWAY r PLAN CONSTRUCTION SPECIFICATIONS 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE PER TRUCK) 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE WASHOUT AREA IS CLEANED. SILT FENCE CONCRETE WASHOUT AREA 10'X10'X3't DEEP (MIN.) 36" MIN. FENCE POST, DRIVEN MINIMUM 16" INTO GROUND SILT FENCE FABRIC (MIRAFI 10OX) W/WOVEN WIRE FENCE (MIN. 102 GA W/MAX 6" MESH SPACING), EMBED FABRIC IN GROUND 6" MIN COMPACTED BACKFILL UNDISTURBED GROUND ! 4„ (- SECTION 10'-0" O.C. MAX. T7 6" SOIL BACKFILL FLOW MIN. PERSPECTIVE VIEW CONSTRUCTION SPECIFICATIONS: 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1 /2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. JPAVED ROADWAY -- r t __F___�T FILTER FABRIC, MARAFI 10 MIL MIN. J 10OX OR EQUAL POLY/PLASTIC 12" OF #1 OR #2 CRUSHED LINER STONE FROM PAVED ROAD TO WASHOUT AREA SECTION A' -A' MAINTENANCE AND CLEANING 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. 3. PLACE A SECURE NON -COLLAPSING, NON -WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NECESSARY (RE -LINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING). CONCRETE WASHOUT AREA SCALE: NTS WOVEN WIRE FENCE (MIN. 14Y2 GA W/MAX 6" MESH SPACING) 36" FENCE POST, DRIVEN MINIMUM 16" INTO GROUND FILTER IN GROUND ILTER FABRIC, 6" MINIMUM SLOPE LENGTH/FENCE LENGTH (FT) SLOPE STEEPNESS STANDARD REINFORCED SUPER <2% <50:1 300/1500 N/A N/A 2-10% 50:1 TO 10:1 125/1000 250/2000 300/2500 10-20% 10:1 TO 5:1 100/750 150/1000 200/1000 20-33% 5:1 TO 3:1 60/500 80/750 100/1000 33-50% 3:1 TO 2:1 40/250 70/350 100/500 >50% >2:1 20/125 30/175 50/250 STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO WOODEN STAKES DRIVEN 16" IN THE GROUND. REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN 16" IN THE GROUND. SUPER SILT FENCE (SSF) IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN THE GROUND. SEDIMENT CONTROL FENCE CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS CONSTRUCTION MATERIALS OR FUEL STORAGE SILT FENCE SLOPE Ll ' SLOPE j SLOPE 6" OF 3-INCH MARAFI 100X SILT FENCE - STONE BEDDING FABRIC BEDDING r--x x x x x x x SOIL THAT WILL RETURN STOCKPILED OR EXPOSED FOR GREATER THAT 14 DAYS MUST BE STABILIZED BY SEED AND MULCH, EROSION CONTROL BLANKET OR OTHER GEOTEXTILE MEASURES FOUNDATION EXCAVATION STOCKPILE AREA TEMPORARY SEEDING AS PER BLUE BOOK STANDARDS ON PAGES 5.3 AND 5.29. TYPICAL SINGLE FAMILY STRUCTURE WATER AND SEWER SERVICES (TYP.) BUILDING PERMIT AND NOTICE OF INTENT POSTING SILT FENCE SHALL BE INSTALLED DOWN GRADE OF ALL DISTURBED AREA APPROXIMATELY 5-10' BEHIND THE EDGE OF THE PAVEMENT WHERE LOTS DRAIN TOWARD THE ROADWAY TO REDUCE THE AMOUNT OF SEDIMENT THAT ENTERS THE ROADWAY. A VEGETATIVE FILTER STRIP TO BE IMMEDIATELY PLANTED AND MAINTAINED BETWEEN THE SILT FENCE AND THE PAVEMENT. SILT FENCE SHALL BE MAINTAINED THROUGHOUT LOT CONSTRUCTION UNTIL A PERMANENT STAND OF VEGETATION IS ESTABLISHED. BUILDING SETBACK LINE 10" MIN. I ASPHALT DRIVEWAY 3 Cn 11, TYP. STABILIZED CONSTRUCTION x �/ ENTRANCE /� � lF r _ e � x ., x . TYPICAL LOT LAYOUT & EROSION CONTROL SCALE: NTS 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS. 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. 3, THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 10OX GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING, CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS. 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA MATERIAL STORAGE & SOIL STOCKPILE STABILIZATION DETAIL CPAI C. AITQ NEW YORK STATE DEPARTMENT OF HEALTH ; y,0RKSTATC- DEPARTMENT OF HEALTFP Glens Falls District Office Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTURCTION: 45° OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. SEWER MAIN ADAPTOR FITTING IF REQ'D 45° OR 30° BEND AS REQ'D EXISTING AND/ BUILDING SEWER —' LATERAL 6" MIN. SDR 35 PVC CITY PROPERTY PLAN FINISHED GRADE SAWCUT LINE ORIGINAL ASPHALT - 12" - PROPERTY LINE, R.O.W. OR WEARING COURSE(S) IN PVMT IN TURF -- EASEMENT LIMIT BASE COURSE /- 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH .-- END CAP FOR FUTURE (SEE NOTE 3) CONNECTION BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT 2"x4"x24" PRESSURE TREATED SET PAVEMENT \ MORE THAN 20% BY WEIGHT PASSING #200 PLUMB AT END OF LATERAL FLAGGED WITH FLUORESCENT COLORED SURVEY STRUCTURAL______ ��� SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE J RIBBON FOR EASY IDENTIFICATION SECTION / VIBRATORY COMPACTOR WITH 12" LIFTS) A.O.B.E. — TRENCH WALLS LAID BACK PER OSHA LATERAL ON PRIVATE PROPERTY r REQUIREMENTS OR SHEETING A.O.B.E. - MIN. SCH. 40 PVC J 3 PRIVATE PROPERTY I �_L" t REVEAL IJj SLOPE: 2.0% MIN. (1/4" z PER FOOT) TO 10% MAX. 0 x N ao- 45" 45° OR 30° BED AS REQUIRED 2"x4"x24" PRESSURE TREATED STAKE PIPE BEDDING AS REQUIRED UNDISTURBED SUBGRADE SECTION NOTES: 1. THE SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNERS RESPONSIBILITY. 2. CONNECTION TO THE PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3. A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4. ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. 5. BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. SANITARY SEWER ,� SERVICE CONNECTIONS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS SUBBASE COURSE (SEE NOTE 4) 12" MIN.— ORIGINAL SUBBASE COURSE OUTSIDE CROWN ,OG PIPE SPRINGLINE O\S'i0 �F BOTTOM O.D. -- - - --- --- 1 ai 1 —I.D. + 3' MAX.---! PIPE ZONE BACKFILL - GRADATION SHALL BE: - WELL GRADED SAND WITH 3/4" MAX. PARTICLE i SIZE AND NOT MORE THAN 10% PASSING #200 ' SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 COURSE AGGREGATE (SEE NOTE 2) -UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. NOTES: 1. STREET OPENING PERMIT IS REQUIRED. 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE - OR - - SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-157. PASSING 1/2" SIEVE. - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% BY WEIGHT 1/4" SIEVE - PASS 25-45% BY WEIGHT #40 SIEVE - PASS 10-25% BY WEIGHT #100 SIEVE - PASS 3-12% BY WEIGHT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. TYPICAL PIPE TRENCH DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. ^AMPBELL FOUNDRY COMPANY 40. 1009 OR EQUAL ]NISH GRADE -MATERIAL VARIES ;ONCRETE BRICK UNDER NTIRE PERIMETER 'EMOVABLE WATERTIGHT 'LUG OR CAP -SHORT ADIUS BEND BRANCH WITH " LATERAL 1ATERTIGHT JOINT FOR PLUG, AP OR ADDITIONAL PIPING EWER MAIN OR " SEWER LATERAL 'LOW DIRECTION PE BEDDING OMPACTED SUBGRADE SOLID CONCRETE BLOCK TYPICAL CLEAN OUT SCALE: NTS I NEW YORK STATE DEPARTMENT OF HEALTH NSW YQRK STATE DEPARTMENT OF HEALTH: Glens Falls District Office Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 Approved under authority of a resolutio opted .377 by the lannin oard of the City of / ( te) ✓� / Saratoga Springs. als Y�—a7te/Sigry/ed) Chairperson SAWCUT LINE -- ORIGINAL ASPHALT -- 12" WEARING COURSE(S) IN PVMT--�--IN TURF 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BASE COURSE (SEE NOTE 3) BORROW: WELL GRADED INORGANIC GRANULAR 4 \ Xxx � SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT �' I MORE THAN 20% BY WEIGHT PASSING #200 PAVEMENT �'y��'� SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE STRUCTURAL_ \ �.: /\�//� VIBRATORY COMPACTOR WITH 12" LIFTS) SECTION V A.O.B.E. 1 TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. 3 SUBBASE COURSE (SEE NOTE 4) / PIPE ZONE BACKFILL - GRADATION SHALL BE: 12" MIN.-1 / "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 ORIGINAL SUBBASE SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) COURSE PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 OUTSIDE CROWN - -- COURSE AGGREGATE (SEE NOTE 2) PIPE SPRINGLINE ------ O�SiO - UNDISTURBED SUBGRADE OR EXTRA FOUNDATION F STONE A.O.B.E. BOTTOM O.D. ---- --- �-I.D. + 3' MAX. - NOTES: 1. STREET OPENING PERMIT IS REQUIRED. 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE - OR - - SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. - GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% BY WEIGHT 1 /4" SIEVE - PASS 25-45% BY WEIGHT #40 SIEVE - PASS 10-25% BY WEIGHT #100 SIEVE - PASS 3-12% BY WEIGHT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. TYPICAL PIPE TRENCH DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. VALVE BOX FINISH GRADE (TELESCOPIC FINISHED GRADE PATTERN) 6" MUELLER A-2361 R.W. GATE VALVE WITH = MECHANICAL JOINT z z z ENDS "OPEN RIGHT" QED THRUST RESTRAINT AS REQUIRED FLUSH WITH THE PAVEMENT OR 1 " IN GRASSED AREAS VALVE BOX (TELESCOPIC PATTERN) 6" DIP WATER MAIN Q. Q 3,000 P.S.I. CONC. THRUST BLOCK r Qt c (TYP.) EXIST. MAIN ° \ c 10"x6" STAINLESS STEEL p �a. TAPPING SLEEVE BY TPS C d 4 G d STAINLESS STEEL r BAND \. TAPPING SLEEVE AND VALVE SCALE: NTS NOTES: 1. CONCRETE SHALL BE 4,000 PSI. SEE CONCRETE SPECIFICATIONS DETAIL FOR COMPLETE CONCRETE SPECIFICATIONS. 2. FOR REQUIRED BEARING AREA AND DIMENSION 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. 3. CONCRETE NOT TO OVERLAP ANY JOINT. 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIAMETER TO BE APPROVED BY CITY ENGINEER. 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V= LID (W+ID) - ID 81 WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET Q = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF WITH A SAFETY FACTOR OF 1.7. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY ENGINEER. 8. 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. 9. VALVES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS PIPE TEE(SEE NOTE 5) 90'(111 BEND 45'06) BEND 20�0(s) BEND 11VQW BEND SIZE (IN.) AREA S.F. E DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. I D& L D& L D& L D& L D& L 4" 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.0 0.6 0.5 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" 1 5.7 2.0 x 3.01 8.0 12.0 x 4.01 4.3 12.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 1" 0 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 x 2.5 1.7 1.0 x 2.0 12" 12.7 3.5 x 3.51 18.0 14.0 x 4.51 9.7 12.5 x 4.01 5.0 12.0 x 2.5 1 2.5 11.5 x 2.0 THRUST BLOCKS NOTES CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS z m 0 I n FULL LENGTH OF PIPE CENTERED ON SEWER LINE FINISHED GRADE :R LINE JITARY SEWER STORM SEWER NOTES: NOTE: 1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. 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 PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. INSTALLATION OF WATER MAIN AT CROSSING WITH SANITARY OR STORM SEWER LT CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS FABRIC FABRIC -WATER MAIN (OR SEWER FORCE MAIN) WIDTH AS THRUST BLOCK REQUIRED PA �-- D GRADE + DEPTH CONCRETE - D THRUST BLOCK I W,� SECTION A -A , UNDISTURBED A LENGTH SOIL �� _ PLAN TEE WITH PLUG TEE TYPICAL THRUST BLOCKS DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS RETAINER GLAND /- SET SCREW BELL OR SOCKET LEAD TIPPED RUBBER GASKET SPIGOT OR BELL GLAND RESTRAINED MECHANICAL JOINT SCALE: NTS TREE BELT FINISHED GRADE CURB SEE - SIDEWALK NOTE ROADWAY 1 I -CURB BOX MUELLER 5'6" MODEL H-10314 (IN TURF) z MODEL H-10334 (IN CONCRETE WALK) CORPORATION STOP WITH COMPRESSION FITTING z SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE 0I MUELLER H-15008 3/4" � OR 1" - SIZE AS - CURB STOP REQUIRED 0 MUELLER ORISEAL MODEL H-15209 COMPRESSION MODEL H-15219 (W/ DRAIN) --- - SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE TEMPORARY CAP OR PLUG ( AS NECESSARY) 3/4" MIN. SIZE TYPE K COPPER PIPE OR SIZE AS REQUIRED SOLID CONC. BEARING WATER MAIN -'' 3/4" OR 1 " COPPER BLOCK OR C.I. FOOT TUBING (TYPE K) (SIZE AS REQUIRED) NOTES: 1. 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. COPPER WATER SERVICE PIPING DETAIL 3 CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS GLAND NUT (%" & 3/4" BOLT, TORQUE TO MANUFACTURERS RECOMMENDATIONS) SPIGOT OR PLAIN END PLAIN RUBBER GASKET BELL OR SOCKET SPIGOT OR PLAIN END SECTION 'A' PUSH -ON JOINT(P.O.J.) M.J. BOLT TORQUE JOINT SIZE BOLT SIZE TORQUE RANGE 3" %" 45-60 FT-LBS 4"-24" 3/4" 75-90 FT-LBS MECHANICAL JOINT(M.J.) TYPICAL JOINT DETAIL SCALE: NTS NEW YORK STATE DEPARTMENT OF HEALTH NEW YORK STATE DEPARTMENT stTM NT OF HEALTF Glens FaDistrict Refer to first sheet for approved date and signature. PLANNING BOARD # 20210355 Approv dIz- nder authority of a resolution ted 3 bythe P nni g Bard of the City of (D e) Saratoga Springs. Zgn 6 zChairperson D e I TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES COMPACTION BINDER COURSE - NYSDOT ITEM 402.198902-19F9 HMA., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 SUBBASE COURSE TYPE 2 PER NYSDOT SPECS SECTION 304 (INCREASE 6" FOR TYPE 4 PER NYSDOT SPECS SECTION 304) COMPACTED TO 95% PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE IFVFI <30 CONSTRUCTION FABRIC, AMOCO TRAVELED 2" *4" 12" STYLE 2006 OR APPROVED EQUAL SUBGRADE - COMPACTED TO -; INSTALLED IN ACCORDANCE WITH 90% STANDARD PROCTOR SECTION 207 SPECIFICATIONS *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. NOTES: 1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR 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. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. 7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. 8. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. 9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. NYSDOT STANDARD ASPHALT PAVEMENT DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL 20't - TEMPORARY PAVEMENT AREA TO BE REPLACED WHEN ROAD SURFACE IS EXTENED NATURAL TAPER BITUMINOUS PAVEMENT TERMINATION EXISTING NEW _� PAVEMENT-�I CONSTRUCTION_ SAWCUT DEPTH OF PAVEMENT & TACK COAT ALL SURFACE: PRIOR TO PAVING EDGE FOR FUTURE SAWCUT ]___----WEARING COURSE BINDER COURSE GRAVEL BASE COURSE -�- - SUB -BASE COURSE PAVEMENT SAWCUT PAVEMENT TERMINATION AN D SAWC UT D ETAI L CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. FINISHED GRADE 6„ MIN. 1 IBC. t.Y A C r 8 a a , } v/ 6" MIN. ^X ads 0 u- NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. 7" 7"---` 1 /4" RADIUS 6" MIN. PAVEMENT CAST-IN-PLACE/SLIP FORM CONCRETE CURB. SEE CONCRETE SPECIFICATIONS DETAIL j --GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - UNDISTURBED OR COMPACTED TO 90% PROCTOR 20 - SCALE: N.T.S. WRAP: WATERPROOF TREE WRAP - APPLY IN 4" WIDE STRIPS MULCH - 3" MIN. SAUCER FINISHED GRADE AMENDED TOPSOIL MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS PART FERTILIZER (10-6-4) UNDISTURBED SUBGRADE BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" x 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING NOTES: _- - BROOM FINISH PERPENDICULAR TO WALK EXPANSION JOINT SPACING - 20' - 25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL 6" CONCRETE - SEE CONCRETE CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E SPECIFICATIONS MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 6" x 6" NO. 6/6 WOVEN WIRE MESH CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER /\/\ \/\/\ 8" GRANULAR SUBBASE COURSE NYS DOT SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED /j /j /j\/j\/j SECT. 304, TYPE 2 COMPACTED TO 95% / / / / / / BY CITY ENGINEER \j\\j\\j\ 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 EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SIDEWALK DETAIL HOSE WIRE NO. 10 GAUGE STAKES 2"-2Y2"0 OR SQ., 8' LONG. USE 3 STAKES FOR OVER 2" CAL. 2 STAKES FOR 2" CAL. & UNDER. NOTES: 1. MAJOR TREES (STREET & SHADE) SHALL BE 3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT) 2. MINOR TREES (SMALL ORNAMENTALS) SHALL BE 2" MIN. D.B.H. 3. SEE SUBDIVISION CONSTRUCTION REGULATIONS FOR RECOMMENDED STREET TREE SPECIES. 4. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: A. BOTANICAL NAME B. COMMON NAME C. TOTAL QUANTITY D. HEIGHT OR TRUNK DIAMETER E. SPACING DECIDUOUS TREE PLANTING DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL MATCH EXISTING SUBBASE, IF GREATER THAN PROPOSED SECTION CONTRACTOR TO (VIF) SCARIFY AND REMOVE EXISTING PAVEMENT EQUIVALENT TO PROPOSED TOP COURSE THICKNESS SAW CUT EXIST. PAVEMENT CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS NEW PAVEMENT FOR GRADE SEE PLAN SAWCUT EXISTING PAVEMENT & TACK 12" COAT ALL EXISTING SEE PAVEMENT SECTION i' SURFACES SCALE: NTS NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWEF 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECT BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE i OF SARATOGA SPRINGS. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAY WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: COPPER STRANDED NUMBER 6 COLORED RED, WHIT GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, BE OWNED BY THE CITY FOR THE DISCONNECT NEA BASE OF THE ELECTRIC POLE OR BOX AT THE BEG OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND COI FROM HANDHOLE TO POLE OR BOX PER NATIONAL STANDARDS. IF CONNECTING ONLY ONE LIGHT PROb WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-: 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOT; PART FRZ FSB1 IN HANDHOLE FOR FUSING THE PO' WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT ) AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHO AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, GREEN) FROM BASE TO TOP OF LIGHT. USE POLARI CONNECTORS FOR CONNECTIONS IN HANDHOLE AND BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 3" 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATION. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 'I CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS - -- - -- ----- 20' MIN. ---- - --- - -- - STAN DAR D TRAN S ITI O N SCALE: NTS CONCRETE SPECIFICATIONS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. FINIAL (SAME FINISH AS POLE) LED ROOF -MOUNTED OPTICS HEAT SICK FOR HEAT TRANSFER STERNBERG ORNAMENTAL FIXTURE MODEL D650SRLED 66 WATT LED (4ARC22) 2200K COLOR TEMPERATURE SEALED LED/OPTICAL ASSEMBLY LED DRIVER WITH ELECTIRCAL QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (WITH PHOTOCELL) STERNBERG MODEL 3" TO 4" TAPERED POST 6061-T6 STRUCTURAL GRADE ALUMINUM 0.125" WALL NO. 4212-T BLACK FINISH POLE WELDED FOR SINGLE UNIT CONSTRUCTION ACCESS DOOR WITH FLUSH STAINLESS STEEL ALLEN HEAD SCREWS 17" DIA. BASE WITH 0.750" FLOOR THICKNESS. 4 ANCHOR BOLTS AND 1 ROUND LUG. INSTALL LIGHTS DIRECTLY 3N BASE USING %" 0 x Y8" THICK HASHERS K" CHAMFER (TYP) DNC-PLATED ANCHOR BOLT ASSEMBLY 'ER MANUFACTURER'S RECOMMENDATION DECORATIVE STREET LIGHT- [LED] DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL I NEW YORK STATE DEPARTMENT OF HEALTH NEW YORK STATE DEPARTMENT OF HEALTH`: Glens Falls District Office Flefer to first sheet for approved date and signature. PLANNING BOARD # 20210355 SCALE: N.T.S. Appr ved under authority of a resolution adopted z-/ byUnate f the City of (Dote) Saratoga Springs. Zl 'gned