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HomeMy WebLinkAbout20180786 18.045 Macica Subdivision Plans As-ApprovedSITE STATISTICS: PARCEL SIZE: PROPOSED USE: EXISTING USE: TAX PARCEL ID: ZONING: MINIMUM LOT SIZE: MINIMUM AVERAGE WIDTH: MAX. BUILDING HEIGHT: MIN. % TO REMAIN PERMEABLE MIN. YARD SETBACK: FRONT: 60' TOTAL SIDE: 100, EACH SIDE: 30' REAR: 100' ingalls & associates, LLP engineering, environmental, surveying 2603 GUILDERLAND AVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 OLD SCHUYLERVILLE ROAD CONSERVATION SUBDIVISION 104 OLD SCHUYLERVILLE ROAD CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA, STATE OF NEW YORK 55.3 RURAL RESIDENTIAL RURAL RESIDENTIAL 167.00-1-77.1 RR (RURAL RESIDENTIAL) 2 ACRES 200' 35' 80% CONSERVATION SUBDIVISION CALCULATIONS: PARCEL AREA: 55.3 ACRES FLOOD PLAIN: 0.7 ACRES JURISDICTIONAL WETLAND: 31.8 ACRES STEEP SLOPES (GREATER 20%): 0.6 ACRES CONSTRAINED LAND: 33.1 ACRES REMAINING AREA (UNCONSTRAINED LAND): 22.2 ACRES DENSITY CALCULATIONS (RR ZONE): UNCONSTRAINED LAND BASE UNITS ALLOWABLE: 22.90 ACRES (UNCONSTRAINED LAND) / 2 ACRES (MIN. LOT RR ZONE) = 11.5 11 LOTS MAXIMUM ALLOWABLE PROPOSED LOTS: 3 DEED RESTRICTED CONSERVATION AREA: 43.7AC. FLOOD PLAIN IN DEED RESTRICTED CONSERVATION AREA: 0.7AC. JURISDICTIONAL WETLAND IN DEED RESTRICTED CONSERVATION AREA: 31.8 AC. STEEP SLOPES (> 20%) IN DEED RESTRICTED CONSERVATION AREA: 0.1 AC. TOTAL CONSTRAINED LAND IN DEED RESTRICTED CONSERVATION AREA: 32.6 AC. TOTAL UNCONSTRAINED WITHIN DEED RESTRICTED CONSERVATION AREA: 11.1 AC. TOTAL AREA OF UNCONSTRAINED LAND: TOTAL AREA OF UNCONSTRAINED LAND WITHIN DEED RESTRICTED CONSERVATION AREA: APPROVED BY THE SARATOGA SPRINGS_DANMNP BOARD UNDER AUTHORITY OF RES LU ADOPTED:��� ,019 CHAIRPERSON: ` _ _[A " - PB :18.045 MAY 19 911 ADDRESS: LOT 1 - 104 OLD SCHUYLERVILLE ROAD LOT 2 - 551 LAKE AVENUE LOT 3 - 553 LAKE AVENUE 22.2 AC 11.1 AC(50% OF TOTAL UNCONSTRAINED LAND) PREPARED JANUARY 31, 2019 REVISED APRIL 18, 2019 OPROPOSED WELL 100' MIN. 70' MIN. 30' MIN. 100' TOTAL H O U S E 1I MIN. TANK DISTRIBUTION 10' BOX MIN. m f v_ cn ao O cn K c m o z D so ? N tz- I7 p Z 6' III 6' III 6' ROAD M>•1OOD- W1116Y111111111WK6111111 NOTE: SEE INDIVIDUAL LOT DESIGN PLANS FOR SIZE AND TYPE OF ABSORPTION FIELD BASED UPON SOIL TYPE AND GROUNDWATER CONDITIONS. z SCHEDULE OF DRAWINGS SHEET NO. DRAWING TITLE 1 COVER SHEET 2 CONSERVATION ANALYSIS 3 SUBDIVISION PLAN 4 GRADING & EROSION AND SEDIMENT CONTROL PLAN V5 DETAILS OWNER / APPLICANT: KATHERINE MACICA 242 SARATOGA BOULEVARD NO. B-106 SARATOGA SPRINGS, NEW YORK 12866 PREPARED BY: INGALLS & ASSOCIATES, LLP ENGINEERING, ENVIRONMENTAL, SURVEYING 2603 GUILDERLAND AVENUE SCHENECTADY, NEW YORK 12306 5 CADD FILE: 18-078 PLAT i _, yS93 � LANDS N/F HOWARD GLANTZ N AND PATRICIA VELASCO L. 2016 P. 31684 SBL 167.00-1-64 INV 72" CMP Q LANDS N/F CHARLES T. RANDALL AND Q SUSAN HOLLOWAY w L. 1008 P. 472 N m SBL 167.00-1-39.1 ! z O -I H 10 /m LLJ 2 w� i ��r W Of 0� O U OO Q J U J O Q J V) �n X ~ O O Lr_ Z � f Q LANDS "N/F NE MEND NHALL AN KM MENDEN' ALL L. 988 P. �017- SBL 167.00-1-9 N81 °49'52 °40'57"E_ 220.15 WETLAND AREA A-B AREA=22.29f AC. TEST P\IT 2 � 1�EST PIT 3 ry�o t ✓I. UPLAND AREA j 1.02f AC. r A NYSDEC FRESHWATER WETLANDS j BASE FLOOD ELEVATION 228' I I 1 N82 17 DiE _ 746'22 t 1 - 192. qw LAND W/F, GENE S. 2OCKWOOD =�AND JENNFER D. ROCKWOOD L. 1071 P. 124, SBL 167.00-1-1.0 _ F _ -- - LpSCHUYLERV► CAPPED IRON ROD FOUND I IRON ROD F ND/ _ \ dA FOUND `\\ 1 1 2 STORY �131.41 '. FRAME DWELLING GRAVE N80'61 DRI 60.63. VE � (S08*46'13"E II 1 'I LP 1 148.77' _ CQNC. a PAD O GONG"' I CAPPED IRON It rPAD ROD FOUND BARN CAPPED IRON _ , j ROD FOUND S81 ��-� 1 1 2' _ "� I 06 Y� 1:1 -21. 09'10 I I 0 1 % SHED �ry 1 LAND N /F ti \�MICL MACICA N M'l Y 15 E ` M LOT 1 1 AO4GA �- I 32.66 ± AC. 236 SBL 6 0 1- -8 LOT 1 `\ � to 104 OLD SCHUYLERVILLE A_�( ROAD O� - 242 O 244 246 R OA P IRON 24p � R D OUND CAPPED IRON D FOUND .... • \ . ?• 1-_.-__-_---._ 242 2A4 I , 23 "I j �� , • � •APPED IRONr- 1J `1'Ffl CJ U ` 236 lo 230 WETLAND AREA F lo BOUNDS NO PHYSICAL DEPICTED �r �4 BOUNDARY AS PER MAP REFERENCE `WETLAND CONTINUES ONUM TEDTED - �� OFFSITE -A Y ----- ----- -=� -� LANDS /F HEADWALL _ _ CHARLES T. AND L ANALYSIS: AND - TOTAL PARCEL AREA: 55.3t ACRES SUSAN H 0 L L� 11�iA LANDD-HOLDINGS, F /� TOTAL AREA IN FLOOD PLAIN: 0.7 ACRES L. 1008 P. 47 TOTAL JURISDICTIONAL WETLAND; 31.8 ACRES A N D E R S 0 N H 0 D1 N G S, TOTAL AREA OF STEEP SLOPES (>20 : 0.6 ACRES SBL 167.00-2- LLC TOTAL AREA CONSTRAINED LAND: 33.1 ACRES L. 2018 P. 4609 TOTAL AREA OF UNCONSTRAINED LAND: 22.2 ACRES SBL 167.00-2-57 100 TOTAL AREA OF DEED RESTRICTED LAND:43.7 ACRES FLOOD PLAIN IN DEED RESTRICTED AREA: 0.7 ACRES JURISDICTIONAL WETLAND IN DEED RESTRICTED AREA: 31.8 ACRES AREA OF STEEP SLOPES (>20 IN DEED RESTRICTED AREA: 0.1 ACRES TOTAL AREA CONSTRAINED LAND IN DEED RESTRICTED AREA: 32.6 ACRES TOTAL AREA OF UNCONSTRAINED LAND IN DEED RESTRICTED AREA: 11.1 ACRES = 50% OF TOTAL UNCONSTRAINED LAND LAND'S N/F ,JAMES V. HAI ' AND LLIAM QESOR, k 2�Q1 Z P. 8' �L� 16 .00-i1 ROAD - LANDS N/F P TRItK G. HICKEY L. 1i729 P. 225 7.00-1,-29.2 r�LANDS N/F AVID F. SWICK _V/ AND I RESA A. SWICK ° / 967 P. 1110 Un1 167.00-1-79 WETLAND CONTINUES OFFSI TE 384.56' O$'11 "E Y O V S82. 03"W WETLAND GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch = 100 ft. L 911 ADDRESS: LOT 1 - 104 OLD SCHUYLERVILLE ROAD LOT 2 - 551 LAKE AVENUE LOT 3 - 553 LAKE AVENUE .LAN D!5' N _7� LA�WRENCE OVIK, AND 1v BETH SAGO OVI (L RI �- L. 1,,609 P. 5 J$BL 16~7.00 �- 9.311 LO P. I S N /F 24B PATRICK G. HICKEY 246 `Zz:t`.___1623 P. 59 29.22 N84'0' 75. 5 t z LOT 2�%%�����������������. 551 LAKE AVENUE WETLAND AREA E AREA=5.43± AC. O.. LOT 2 LANDS N RAND-YL4�3B 2013 �463 _ _Q - .3 Y WETLAND CONTINUES 3s OFFSI TE !!:�W2'10 LEGEND PROPERTY LINE PROPOSED PROPERTY CLL/i�!t11//��LL1 LINE WETLAND AREA 100' WETLAND BUFFER DEED RESTRICTED - _-� AREA O DEED RESTRICTED AREA SIGN LOCATION STEEP SLOPES (>20%) EXISTING TREE LINE - - 100 EXISTING CONTOUR - -- --- FLOOD ZONE %KERRN 2"6d�2$ LA � CEROI�E-�yBU DEED REFERENCES: I�� �{• 1) CONVEYED BY STEPHEN (STAPHEN) MACICA AND TESSIE (THERESA) MACICA TO L. 2016 Pi. 41481 MICHAEL MACICA AND KATHERINE MACICA BY DEED DATED JUNE 12, 1951 AND -- RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN UBER 536 OF DEEDS AT SBL 167.00T1-27.21/ PAGE 346. 2) CONVEYED BY JOHN F. HICKEY AND ANNA V. HICKEY TO MICHAEL MACICA AND I KATHERINE MACICA BY DEED DATED SEPTEMBER 13, 1988 AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN LIBER 1244 OF DEEDS AT PAGE 354. II MAP REFERENCES: 1) MAP ENTITLED "SURVEY PLAN, SUBDIVISION OF LANDS OF DANIEL AND JEAN P. I HOBICKI, CITY OF SARATOGA SPRINGS, SARATOGA CO., N.Y." AS PREPARED BY W. BRUCE HAWKS, LAND SURVEYOR ON MAY 9, 2001 AND FILED IN THE SARATOGA C I COUNTY CLERK'S OFFICE AS MAP H317A. y 2) MAP ENTITLED "SUBDIVISION OF LANDS OF PAT AND SUNNY HICKEY, CITY OF 11 °v im SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK- AS PREPARED BY PAUL F. TOMMELL, LAND SURVEYOR ON AUGUST 28, 2002 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON APRIL 1, 2003 AS MAP H339A. 3) MAP ENTITLED -SUBDIVISION OF LANDS OF JOSEPH R. TAVOLACCI (BOOK 1008 OF DEEDS AT PAGE 425), CITY OF SARATOGA SPRINGS, SARATOGA CO., N.Y." AS '42,56" PREPARED BY PAUL F. TOMMELL, LAND SURVEYOR ON AUGUST 4, 1981 AND FILED 2 •p ' IN THE SARATOGA COUNTY CLERK'S OFFICE ON OCTOBER 26, 1981 AS MAP T-25. 4) MAP ENTITLED "MODIFICATION TO AN APPROVED SUBDIVISION, MAP MADE FOR LOT 3 LOT 3 %� 0 , JOSEPH & DOROTHY ROMANO, CITY OF SARATOGA SPRINGS, SARAI0GA COUNTY, I NEW YORK" AS PREPARED BY VAN DUSEN & SIEVES, LAND SURVEYORS ON APRIL R 77 + Ar, 553 LAKE AVENUE j N \ 26, 2014 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON JULY 18, 2014 F/Ma l �s J Cn �-- . 52.72 �� Zg'S66°00 011 W 1 166• 71. _, \ 1 E f i{ N ry I AS MAP M2o14143. N � 5) MAP ENTITLED "SURVEY MAP SHOWING PROPOSED LOT LINE ADJUSTMENTS AMONG f l LANDS OF MICHAEL & KATHERINE MACICA, LANDS OF MICHAEL J. & MARY ANNE MACICA AND LANDS OF DAVID F. & THERESA A. SWICK, CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK- AS PREPARED BY SANTO ASSOCIATES, LAND SURVEYING AND ENGINEERING, PC ON JUNE 26, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 2, 2014 AS MAP M2014092. N 6) MAP ENTITLED "PROPOSED SUBDIVISION MAP OF LANDS OF CHARLES T. RANDALL R= 1 00. 00, AND SUSAN K. HOLLOWAY, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, N.Y.- L=131. 79' jI I AS PREPARED BY SANG Y. KIM, LAND SURVEYOR ON OCTOBER 21, 1986 AND FILED i I I IN THE SARATOGA COUNTY CLERK'S OFFICE ON MAY 18, 1987 AS MAP R-102. CH=122. 46' A 7) STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS, N72°00'50"W APPROPRIATION MAPS FOR THE RECONSTRUCTION OF SARATOGA-SCHUYLERVILLE /q; O STATE HIGHWAY NO. 443, MAP NO. 11-R1, 11-R2, 12, 13 AND 14-R1, DATE JULY R=100. 00 1939. L=53.67 ' 3RBARA A 8) MAP ENTITLED -MAP OF SURVEY, LANDS N/F OF MICHAEL & KATHERINE MACICA, /�� 104 OLD SCHUYLERVILLE ROAD, CITY OF SARATOGA SPRINGS, COUNTY OF CH=: r 03' L. 20 I 249 3 SARATOGA STATE OF NEW YORK" AS PREPARED BY INGALLS & ASSOCIATES LLP U 2 v F PT2 N 19 °03 29 "W SB44 � I ON JULY 17, 2018. P j CITY OF SARATOGA SPRINGS SHARED DRIVEWAYS: i N q0 242 THE PROPOSED PERPETUAL INGRESS -EGRESS EASEMENT SHOWN HEREWITHIN SHALL _---- N34°15'32W S4 "E� I ! �! AREA WEILAND '% 2�� BE USED IN COMMON BY THE OWNER(S) OF LOT(S) TWO (2) AND THREE (3). LOT(S) TWO (2) AND THREE (3) SHALL HAVE THE RIGHT TO USE THE PROPOSED 250 s' 15.00 ,ll, i I AREA-0.49f '' 2k0 ��° PERPETUAL INGRESS -EGRESS EASEMENT ALONG THE ACCESS EASEMENT THROUGH O , > » /� I OR ACROSS LOT(S) TWO (2) AND THREE (3) FOR DRIVEWAY PURPOSES FROM NO3 40 56 W 1 g ��! AC' WETLAND CONTINUES LOT(S) TWO (2) AND THREE (3) TO THE PROPOSED COMMON DRIVEWAY. LOT(S) PLLED i011 , R=100.00 / . 2�2 L=85.10' ' CH=82.56' N20 °41 '51 "E �0 4 °04'38 "E 166.11 ' R-100. DO G � - L=97.76 � i CH= 93.91 ' DEED RESTRICTED CONSERVATION AREA N17°04'20E �9 41.2± ACRES , to 1590.62 N07029'57"W 74.77' V D---- . FARONE P. 300 .00-2-3 400 N 10 °55 58 W S18436' E 'a� > "1 *3 5 6 - / 22.0 7' CONCRETE MQNUME 1 , " pis oo• = 58`°-6 121.60 0' S89 *51,0�,V,_,, .7443_- �W 273 _ S.H• 04 4 05 _�UTE 29 _ _- 575 N Y "S• RO _ THER LANDS -_ OF MACICA PER L. 1244 P. 354 ANDS N/F TOPA INDEPENDENT SCHOOL L. 1695 P. 324 �-� SBL 167.00-2-4.2 g E I TWO (2) AND THREE (3) SHALL BE REQUIRED TO PARTICIPATE IN THE OFFSITE MAINTENANCE OF THE COMMON ACCESS DRIVE IF THE DRIVEWAY IS BUILT TO �& LOT(S) TWO (2) AND THREE (3), THE RESPONSIBILITY FOR THE COORDINATION AND 2 ' DIRECTION OF ALL MAINTENANCE OF COMMON DRIVEWAY SHALL BE THAT OF THE - 232 OWNER OF LOT TWO (2) AND LOT THREE (3). ALL SUCH EASEMENTS SHALL BE IN I EFFECT AND BINDING UPON THE OWNERS OF SAID LOTS OR PROPERTIES, THEIR PROPOSED SHARED ' 7 HEIRS, SUCCESSORS AND ASSIGNS, UPON FILING OF EASEMENT (OR THE DRIVEWAY SUBDIVISION PLAT) IN THE OFFICE OF THE SARATOGA COUNTY CLERK. 2!�11 N8046 04 „ CITY OF SARATOGA SPRINGS STANDARD NOTES: E WETLAND AREA C 1) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE, AND CITY CODES, AREA-1.00f AC. 264.86 SPECIFICATIONS, ORDINANCES, RULES, AND REGULATIONS. CONCRETE 2) THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE DEED RESTRICTED MONUMENT BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. CONSERVATION AREA 2 FOUND 5± ACRF -) �� �- 3) APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF " = CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4) THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE -� REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5) ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE NOTES: VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6) THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECTS CAN 1) SURVEYED PARCEL: CITY OF SARATOGA SPRINGS -TAX MAP 167.00, BLOCK 1, PARCEL 77.1. ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 2) SURVEY PREPARED BY INGALLS & ASSOCIATES, LLP FROM A JULY 2018 FIELD SURVEY. 7) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE 3) NORTH IS REFERENCED TO NAD 83 NEW YORK STATE PLANES, EAST ZONE. ELEVATION DATUM DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR IS NGVD 1929. RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 4) SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR 8) CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF UNRECORDED. BLASTING IS REQUIRED. 5) SUBJECT TO ANY STATEMENT OF FACT AN UP-TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE. 9) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING SEDIMENT OR DEBRIS ONTO 6) WETLANDS AS SHOWN ARE FROM A FIELD DELINEATION PERFORMED BY INGALLS AND A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL ASSOCIATES IN JULY OF 2018. NO WETLAND SURVEY SHALL BE DEEMED FINAL WITHOUT A MEASURES ALSO APPLY. JURISDICTIONAL DETERMINATION FROM THE UNITED STATES ARMY CORPS OF ENGINEERS (USACE) AND/OR THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC). 10) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF AS -BUILT DRAWING 7) UNDERGROUND UTILITIES IF SHOWN HEREON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY APPROVED BY THE SARATOGA SPRINGS PL BOARD LOCATIONS AND CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. INGALLS & 11) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK ASSOCIATES, LLP MAKES NO CERTIFICATION AS TO THE ACCURACY OF THE UNDERGROUND UTILITY HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL ��,, AA nn �LlE LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN UNDER AUTHORITY OF ESO U I ADOPTEt� A 19 "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE "THIS MAP WAS PREPARED FROM AN ACTUAL FIELD 8) SURVEY IS PREPARED IN ACCORDANCE WITH THE NEW YORK STATE ASSOCIATION OF REQUIREMENTS OF THE CITY ENGINEER. SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE CHAIRPERSON: _ F� PROFESSIONAL LAND SURVEYORS CODE OF PRACTICE FOR LAND SURVEYS AS ADOPTED IN OF PRACTICE ADOPTED BY THE NEW YORK STATE OCTOBER OF 1966 AND LAST REVISED ON JULY 18, 1997. ASSOCIATION OF PROFESSIONAL LAND SURVEYORS." PB#:18.045_------ 2019 9) PROPOSED DWELLINGS, DRIVEWAYS, SEPTIC AREAS AND WELL LOCATIONS AS SHOWN FOR SCHEMATIC PURPOSES ONLY. .000 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING ANORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDER TO BE VALID TRUE COPIES. �(� y POST O A`. CO * , " r 0 S D S HN POST, JR., PLS N.Y.S. LIC. NO. 050643 1 ingalls & associates LLP � , engineering, environmental, surveying SUBDIVISION PLAT OLD SCHUYLERVILLE ROAD -CONSERVATION SUBDIVISION 104 OLD SCHUYLERVILLE ROAD CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK DATE: JANUARY 31, 2019 CHECKED BY: JJP JOB NO. 18-078 SCALE: 1"= 100' 3 04-18-19 CITY COMMENTS cwP 2603GUILDERLANDAVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 1 2 03-08-191 CITY COMMENTS CWP 1 02-27-19 FLOOD ZONE LOCATION ADDED CWP © Copyright 2019 -Ingalls & Associates, LLP - All rights reserved DRAWN BY: CWP CADD: 18-078 PLAT SHEET 3 OF 5 N0. DATE: REVISIONS BY: 557xf TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE LATEST EDITION OF NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. (aka: THE BLUE BOOK) EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2. IT IS THE INTENT OF THESE PLANS AND NOTES TO BE USED AS A GUIDE BY THE CONTRACTOR TO ENSURE THAT NO ERODED MATERIAL MIGRATES FROM THE SITE OR ENTERS ANY WATER COURSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS GOAL IS MET, BY IMPLEMENTING THESE PLANS AND ANY ADDITIONAL MEANS THAT MAY BE NECESSARY. FURTHER MEASURES MAY BE REQUIRED BY THE CITY, VILLAGE, OR TOWN ENGINEER. WHILE MANY OF THE EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS ARE TAKEN DIRECTLY FROM THE BLUE BOOK (NOVEMBER 2016), THE CONTRACTOR SHOULD CONSIDER ANY OF THE DETAILS CONTAINED IN APPENDIX B AND D OF THE BLUE BOOK AS ACCEPTABLE PRACTICE IN THE APPROPRIATE APPLICATION. 3. THE DEVELOPER/CONTRACTOR OR HIS BUILDER SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAINFALL EVENT THROUGH THE ENTIRE DEVELOPMENT PROCESS. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED, RE -SEEDED AND PROTECTED FROM FURTHER EROSION. ALL SEDIMENT ACCUMULATED 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. DURING THESE PERIODIC INSPECTIONS, THE FOLLOWING ITEMS SHOULD BE PAID PARTICULAR ATTENTION: A. SILT FENCING SHALL BE INSPECTED FOR UNDERMINING AND DETERIORATION. B. SEEDED/MULCHED AREAS SHALL BE INSPECTED TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. 4. EROSION CONTROL DEVICES SHALL NOT BE REMOVED UNTIL THE CITY, VILLAGE OR TOWN ENGINEER HAS APPROVED FINAL STABILIZATION. 5. SILT FENCE AND OTHER EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THESE DETAIL SHEETS AND SECTION 7A OF THE BLUE BOOK. 6. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED. 7. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES. EQUIPMENT SHALL NOT OPERATE, UNNECESSARILY, WITHIN WATERWAYS OR DRAINAGE DITCHES. 8. EXISTING PAVEMENT AREAS SHALL BE CLEANED AT THE DIRECTION OF THE CITY, VILLAGE, OR TOWN ENGINEER. 9. WATER TRUCKS SHALL BE USED TO MINIMIZE DUST POLLUTION ON SITE, AND ON ADJACENT ROADWAY AREAS AS DIRECTED BY THE CITY, VILLAGE, OR TOWN ENGINEER. 10. ANY WATER PUMPED AS A RESULT OF DEWATERING ACTIVITIES SHALL BE PUMPED INTO A DEWATERING PIT. 11. ALL AREAS DISTURBED IN THE CONSTRUCTION PROCESS SHALL BE STABILIZED WITH SEED AND MULCH NO MORE THAN 14 DAYS AFTER THE COMPLETION OF WORK IN THAT AREA. IF WORK IN AN AREA IS SUSPENDED, IT SHALL NOT REMAIN UNSTABILIZED FOR MORE THAN 21 DAYS. IT MAY BE NECESSARY TO SEED AND MULCH SOME AREAS SEVERAL TIMES TO MEET THIS REQUIREMENT. 12. IT IS RECOMMENDED THAT ALL EROSION CONTROL DEVICES BE PLACED FOR THE ENTIRE PHASE AS SHOWN ON THE EROSION CONTROL PLAN. 13. STOCK PILES SHALL BE PROTECTED BY SILT FENCE PER GP-0-15-002. THESE DEVICES SHALL BE MAINTAINED IN GOOD CONDITION UNTIL SAID STOCK PILES ARE REMOVED AND STOCK PILING AREAS ARE PERMANENTLY STABILIZED. 14. STOCK PILES SHALL BE SEEDED UPON SUSPENSION OF WORK OR IF MATERIAL IS NOT TO BE USED WITHIN 14 DAYS, IN ACCORDANCE WITH GP-0-15-002. 15, IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM OR OTHER SURFACE WATER BODY. 16. SILT FENCING SHALL BE INSTALLED AT THE PERIMETER OF ALL SLOPES TO BE GRADED, PRIOR TO GRADING OPERATIONS. 17. CLEARING OPERATIONS SHALL BE LIMITED TO ACTIVE WORK AREAS. 18. CARE SHALL BE TAKEN TO PRESERVE AS MUCH EXISTING VEGETATION AS POSSIBLE AND HEALTHY TREES OF DESIRABLE SPECIES SHALL BE PROTECTED. 19. WHEN RUNOFF IS COLLECTED AND FLOW IS CONCENTRATED IN A SWALE OR DRAINAGE DITCH, THEN CHECK DAMS SHALL BE INSTALLED TO REDUCE VELOCITY UNTIL THE SWALE AND THE AREA DRAINING TO THE SWALE ARE STABILIZED. SEDIMENT SHALL BE REMOVED FROM THE DAM AS NEEDED TO ALLOW THE CHANNEL TO DRAIN THROUGH THE DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. EROSION CONTROL GENERAL NOTES: 1. THIS PROJECT IS AUTHORIZED UNDER NYSDEC GENERAL PERMIT GP-0-15-002. 2. ANY CONTRACTOR INVOLVED IN EARTHWORK ACTIVITIES, INCLUDING BUT NOT LIMITED TO: CLEARING, GRADING AND TRENCHING, SHALL REVIEW ALL PERMIT CONDITIONS AND CERTIFY UNDERSTANDING OF THESE CONDITIONS, IN WRITING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT ALL EROSION CONTROLS DESCRIBED IN GP-0-15-002, AND IT IS NOT THE INTENT OF THESE DRAWINGS TO REPLACE OR DISSEMINATE THE PERMIT REQUIREMENTS. THE CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH THE PERMIT AT ALL TIMES. 3. AT NO TIME, SHALL MORE THAN FIVE (5) ACRES REMAIN UNSTABILIZED. THE CONTRACTOR SHALL COORDINATE EARTHWORK ACTIVITIES AND IMPLEMENTATION OF SOIL STABILIZATION MEASURES TO ENSURE COMPLIANCE TO THIS PERMIT REQUIREMENT. 4. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION AND EQUIPMENT ENTRANCE WHENEVER PRACTICABLE. 5. DISTURBED AREAS SHALL BE STABILIZED WITHIN 14 DAYS OF COMPLETION OR SUSPENSION OF GRADING OPERATIONS. 6. A NOTICE OF INTENT (N01) MUST BE FILED WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FIVE (5) BUSINESS DAYS PRIOR TO CONSTRUCTION ACTIVITIES WHICH DISTURB MORE THAN ONE ACRE OF LAND AFFIRMING THAT A STORMWATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED CONSISTENT WITH THE REQUIREMENTS INCLUDED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES (GP-0-15-002). EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCING: 1. ESTABLISH PERIMETER SILT FENCING, & STABILIZED CONSTRUCTION ENTRANCE. 2. COMPLETE ROUGH GRADING FOR DRIVEWAY, SEPTIC SYSTEMS, AND BUILDINGS. 3. CONSTRUCT BUILDINGS. 4. PAVE DRIVEWAY. 6. UPON COMPLETION OF THE DRIVEWAY,BUILDINGS, AND SEPTIC SYSTEMS, AND REMOVAL OF THE STUMPS, SEEDING & ESTABLISHMENT OF PERMANENT VEGETATIVE COVER SHALL OCCUR ON ALL DISTURBED AREAS. 7. ONCE FINAL STABILIZATION IS ACHIEVED, REMOVE ALL TEMPORARY EROSION & SEDIMENT CONTROL MEASURES. CONTINUE INSPECTION & MAINTENANCE OF ROADWAY, EROSION/SEDIMENT CONTROL DEVICES & POST -CONSTRUCTION MANAGEMENT PRACTICES THROUGHOUT DURATION OF THE CONSTRUCTION. PRE -CONSTRUCTION THROUGH CONSTRUCTION ACTIVITY 1. UPON ANY APPROVAL AT A PLANNING BOARD MEETING, THE AREA IDENTIFIED FOR PROTECTION SHALL CLEARLY BE DELINEATED ON SITE BY INSTALLING ORANGE 4FT. TALL HEAVY DUTY PLASTIC SNOW SAFETY FENCING SECURELY ATTACHED TO STEEL (14 GAUGE MIN.) U CHANNEL FENCE POSTS SPACED NO GREATER THAN 25FT. APART ALONG ALL ABUTTING OR PUBLICLY ACCESSIBLE FRONTAGES OF THE SITE. THE LOCATION OF FENCING SHALL BE ESTABLISHED ON THE APPROVED PLAN PRIOR TO ANY ACTION. 2. SIGNAGE PRINTED ON LAMINATED OR OTHERWISE PROTECTED FROM WEATHER OF AT LEAST 8-1/2" x 11" NOTING "NATURAL CONSERVATION AREA, NO TREE CUTTING OR DISTURBANCE PERMITTED AT ANY POINT FOR ANY REASON. MORE INFORMATION CAN BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PLANNING DEPARTMENT AT 518-587-3550 EXT. 2533, OR WWW.SARATOGA- SPRINGS. ORG". SHALL BE POSTED AT MINIMUM EVERY 50 FEET ALONG ALL FENCING. 3. NOTICE TO PROPERTY OWNERS WITHIN 500 FEET OF THE APPROVED CONSERVATION AREA SHALL BE PROVIDED BY THE PROJECT SPONSOR IN COORDINATION WITH PLANNING DEPARTMENT STAFF PRIOR TO THE PRE -CONSTRUCTION MEETING. AT A MINIMUM A MAP OF THE IDENTIFIED CONSERVATION AREA, AND REQUIRED CONDITIONS SHALL BE PROVIDED. 4. ALL DETAILS RELATED TO AVOIDANCE OF IMPACTS TO THE CONSERVATION AREA AND ADHERENCE OF REQUIRED CONDITIONS ABOVE SHALL BE REVIEWED AT THE PROJECT PRE -CONSTRUCTION MEETING. REVIEW OF REQUIRED TEMPORARY AND PERMANENT PHYSICAL BOUNDARY MARKINGS AND SIGNAGE SHALL ALSO BE REVIEWED. 5. SHOULD A SITE WITH AN ACTIVE APPROVAL THAT CONTAINS A CONSERVATION AREA BE SOLD OR CONVEYED TO ANOTHER PARTY, PROOF OF THE NEW OWNER'S ACCEPTANCE OF THE OVERALL PROJECT CONDITIONS SHALL BE PROVIDED TO THE CITY PLANNING OFFICE. SUCH CORRESPONDENCE SHALL INCLUDE ALL RELEVANT PROJECT INFORMATION INCLUDING PLANNING BOARD PROJECT NUMBER, TAX PARCEL ID, AND A COPY OF THE MOST RECENT PLANS AS AN ATTACHMENT. - - PROPOSED PROPERTY LINE WETLAND AREA 100' WETLAND BUFFER DEED RESTRICTED AREA o DEED RESTRICTED AREA SIGN LOCATION STEEP SLOPES ( > 20%) •)"_ / t ;' EXISTING TREE LINE PROPOSED TREE LINE 1100 EXISTING CONTOUR 10 0 PROPOSED CONTOUR LOD PROPOSED LIMITS OF DISTURBANCE SF PROPOSED SILT FENCE PRIOR TO ANY WORK WITH IN R.O.W. SEE DETAIL 5 & 6 ON SHEET 5 FOR CONSTRUCTION DETAILS FOR DRIVEWAY GRAPHIC SCALE F----------_1 so 0 25 so 100 zoo APPROVED BY THE SARATOGA SPRINGS PLANNING BOARD UNDER AUTHORITY F A R SO ON ADOPTED: _ MAR 0 7 2019 ( IN FEET) CHAIRPERS - __ __ �TE _ 1 inch = 50 ft. PB#:18.045-. _ My -- I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND TOSIGBEVALIDTRUEL BE OCOPIES OF NIEl" �CiS / �P 1V co� ��� C. , , 'v-ESS�� `�NSIDERED�� DAVID F. INGALLS JR., P.E. I N.Y.S. LIC. NO. 064993 in ails & associates, LLP @ngIn2603GUIInDERLANDtAVEN GRADING & ESC PLAN OLD SCHUYLERVILLE ROAD -CONSERVATION SUBDIVISION 104 OLD SCHUYLERVILLE ROAD CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK ocwwpr JJANUARY 31, 2019 JOB CNO. 18-078KED 1 SCALE: V = 50' 3 04-18-19 CITY COMMENTS AVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 1 2 03-08-19 CITY COMMENTS © Copyright 2019 - Ingalls & Associates, LLP - All rights reserved DRAWN BY: CWP CADD: 18-078 PLAT SHEET 4 OF 5 1 02-27-19 FLOOD ZONE LOCATION ADDED CWP 11 N0. DATE: REVISIONS BY: 50PI 07 CONVENTIONAL TRENCH SYSTEM NOTES DESIGN CRITERIA 1. 4 BEDROOM HOUSE AT 110 GALLONS PER BEDROOM PER DAY=440 GALLONS PER DAY DAILY FLOW. 2. APPLICATION RATE = LONGEST PERC RATE = 3 MIN USE 10 MIN = 0.90 GPD/ SF 3. REQUIRED TRENCH AREA = 440 GPD 0.90 GPD SF=489 SF THEREFORE REQUIRED TRENCH LENGTH = 489 SF/ 2 FT WIDE TRENCH = 245 FT. USE 5) LATERALS AT 50 FT LONG 6 FT. OC. FO R R A TOTAL OF 250 FT 4. SOIL IS BROWN SAND. 5. 2 FT SEPARATION MUST BE MAINTAINED TO GROUNDWATER BELOW BOTTOM OF ABSORPTION TRENCH. SYSTEM TANKS & PIPING SEPTIC TANK 1250 GAL. PRECAST SEAMLESS CONCRETE SEPTIC TANK BY GUARDIAN CO. OR EQUIVALENT. DISTRIBUTION BOX TO BE PRECAST CONCRETE BOX AND COVER (DB 8) BY GUARDIAN CO. OR EQUAL. PIPING BUILDING TO SEPTIC TANK 4" DIA. SCHEDULE 40 PVC PIPE W/ TIGHT JOINTS. MINIMUM SLOPE = 1/4 IN PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX 4" SDR 35 PVC WITH TIGHT JOINTS, MINIMUM SLOPE=1 /8 IN. PER FOOT. DISTRIBUTION BOX TO LATERALS 4" SDR 35 PVC WITH TIGHT JOINTS, MINIMUM SLOPE=1 /8 IN. PER FOOT. DISTRIBUTION LATERALS 4" PERFORATED SDR 35 PVC WITH TIGHT JOINTS, SLOPE: 1 /32 - 1 /16 IN. PER FOOT. CONSTRUCTION SITE PREPARATION 1. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL COMPACTION. 2. STAKE OUT THE SYSTEM PERIMETER AND TILE FIELD IN THE PROPER ORIENTATION. 3. CUT AND REMOVE EXCESS VEGETATION. 4. PERFORM ANY NECESSARY MINOR GRADING OF EXISTING GROUND. ABSORPTION TRENCHES 1. CONSTRUCT ABSORPTION TRENCHES APPROX. 18-24 INCHES DEEP MEASURED FROM EXISTING GROUND TO BOTTOM OF TRENCH. COVERING 1. PLACE 6 INCHES OF GOOD QUALITY TOPSOIL OVER THE ENTIRE SYSTEM. 2. SEED ENTIRE SYSTEM AFTER FINAL GRADING. DRAINAGE SWALE THE AREA IMMEDIATELY UP SLOPE OF THE SYSTEM SHALL BE GRADED SO AS TO DIRECT ANY SURFACE RUNOFF AROUND THE SYSTEM. INSPECTION THE ENGINEER AND/OR A REPRESENTATIVE FROM THE TOWN OF CHARLTON SHALL MAKE THE FOLLOWING INSPECTIONS OF DESIGNED SYSTEM: 1. AFTER PLACEMENT OF PIPING, TANKS PRIOR TO ANY BACKFILL 2. COMPLETION INCLUDING FINAL GRADING, PLACEMENT OF TOPSOIL & SEEDING. IT IS THE OWNERS RESPONSIBILITY TO CONTACT THE ENGINEER AND THE TOWN FOR THE ABOVE NOTED INSPECTIONS. IF WORK COMMENCES WITHOUT THE NOTED INSPECTIONS, THE ENGINEER WILL NOT BE ABLE TO CERTIFY THE SYSTEM AS BUILT PER PLAN AND THE TOWN WILL NOT BE ABLE TO GRANT A CERTIFICATE OF OCCUPANCY (C.O.) SEPTIC SYSTEM CONSTRUCTION NOTES: GENERAL NOTES: 1. DESIGN, CONSTRUCTION, MATERIAL STANDARDS, MINIMUM SEPARATION DISTANCES, AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITIONS OF THE NEW YORK STATE DEPARTMENT OF HEALTH PUBLICATIONS: RURAL WATER SUPPLY AND NYCRR PART 74A WASTE TREATMENT-INDVODUAL HOUSEHOLD SYSTEMS. 2. BUILDER SHALL VERIFY GRADE OF SOIL PIPE AT BUILDING PRIOR TO CONSTRUCTION OF SYSTEM. 3. ABSORPTION TRENCHES SHALL BE APPROXIMATELY 18"-24" DEEP MEASURED FROM THE EXISTING GRADE TO BOTTOM OF TRENCH. 4. THE AREA IMMEDIATELY UP -SLOPE OF THE SYSTEM SHALL BE GRADED SO AS TO DIRECT ANY SURFACE RUNOFF AROUND THE SYSTEM. 5. NO WELLS, PONDS, WATER COURSES OR WETLANDS EXIST WITHIN 100 FEET OF PROPOSED SEWAGE DISPOSAL SYSTEM. 6. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC. SHALL BE CONNECTED TO THE SEPTIC SYSTEM. 7. OWNER IS TO BE PROVIDED A COPY OF THE APPROVED PLAN BY THE DESIGN ENGINEER. 8. THERE SHALL BE NO CHANGES ON THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER. 9. PROJECT IS NOT WITHIN WATERSHED DISTRICT. 10. PROJECT IS NOT WITHIN 100 YEAR FLOOD PLAIN. 11. NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF THE SEPTIC SYSTEM. 12. A LICENSED ENGINEER/ARCHITECT SHALL SUPERVISE CONSTRUCTION IN ACCORDANCE WITH THE APPROVED PLAN AND SUPPLEMENTAL DATA. 13. THE UNDERGROUND FACILITIES PROTECTION ORGANIZATION SHALL BE CONSULTED WITH PRIOR TO ANY EXCAVATION ASSOCIATED WITH APPROVED PORTIONS OF THIS PROJECT. 14. SYSTEM IS NOT DESIGNATED TO ACCOMMODATE WASTEWATER FROM GARBAGE GRINDER OR HOT TUB. INLET HIGH DENSITY POLYETHYLENE PIPE SEALS PRECAST CONCRETE TANK AS MANUFACTURED BY FORT MILLER CO., INC OR EQUIVALENT 2" MIN. 18" MIN. 30" MAX. LLLLLL...... 6" MIN. J I 4" J 3' MIN. TO - GROUND WATER PLUG M INSTALL A GAS DEFLECTION DEVICE ON OUTLET TEE- 10'-2" FORT MILLER INC., CO. OR EQUIVALENT 1250 GALLON DUAL COMPARTMENT SEPTIC TANK (SEAMLESS) SEPTIC TANK (NOT TO SCALE) NOTE: BOX TO BE LEVELED AND "SPEED LEVELERS" USED IN ALL OUTLETS PLAN 12" MAX GROUND LINE r ou-► 5'-5- HIGH DENSITY POLYETHYLENE PIPE SEALS 3" MIN CLEAN SAND OR PEA GRAVEL 1 /4" P.V.C. OR STEEL SPLASH PLATE & ELBOW IF DOSED SYSTEM L PLACE ON MIN. 12" BED OF SAND 1" TO 5" OR PEA GRAVEL SECTION GUARDIAN CONCRETE MODEL DB-8 OR ACCEPTABLE EQUAL PRECAST DISTRIBUTION BOX 2' (NOT TO SCALE) POROUS FILL UNTREATED PAPER, OR PERMEABLE GEOTEXTILE FILTER FABRIC STONE SIZE No. 2 50' 2" MIN. 18" MIN. �v' 30" MAX. :o oo :o r:oo o o-o. oop oo:o..o6 0 o O -o`* 6" MIN., STONE SIZE 4" No. 2 4" PERFORATED SDR 35 PVC TRENCH CROSS SECTION AND P (NOT TO SCALE) ++ MIN/MUM SEPARA7701VD/STANCES *� HOUSE 70 SEP77C TANK 10' MIN HOUSE TO 70E OF FILL, D-BOX, 20' MIN ABSORP7701V F/ELD PRIVATE WELL TO TOE OF FILL *100' MIN PRIVA7E WELL 7O D-BOX 100' MIN PRIV417E WELL 70 SEP77C TANK 50' MIN ABSORP17ON FIELD TO 57REAM, 100' MIN. RIVER OR WETLANDS PROPERTY LINE TO 777E OF RLL, 10' MIN BUILDING SEER, SEP77C TANK, D-BOX, ABSORP7701V REZO DRAINAGE DITL•H 7O SEP77C TANK 10' MIN DRAINAGE DI r H TO D-BOX, 20' MIN ASSORP77ON REZD WAS7EWA7ER TREATMENT SYS77'M 100' MIN AND FRACTURED BEDROCK *200' MIN WHEN WELL /S DOWNGRAD/ENT OF ABSORP77ON FIELD PERCOLATION TEST DATA PERCOLATION TESTS PERFORMED BY INGALLS AND ASSOCIATES, LLP ON 01-06-19 STABILIZED PT# SOIL CONDITION DEPTH RATE MIN./IN. PT1 0"-10" BROWN SANDY LOAM(TOPSOIL) 10"-24" YELLOW SAND 24" 1 MIN PT2 0"-10" BROWN SANDY LOAM(TOPSOIL) 10"-24" YELLOW SAND 24" 3 MIN NOTE: DEEP TEST PITS AND PERCOLATION TEST REQUIRED PRIOR TO ISSUE OF A BUILDING PERMIT. CONCRETE SLAB CEMENT GROUT MOTOR CABLE PITLESS ADAPTER WELL CASING DROP PIPE SUBMERSIBLE _ PUMP 1 /Z'1 •• T!1 1 /1 G- NOTE: CONNECT 4" SOLID PIPE TO DISTRIBUTION BOX. HAY BALES ALONG PERIMETER PRIVATE DRIVEWAY/ROADWAY AREA OF FULL DEPTH PAVEMENT INSTALLATION (NYSDOT SECTION) 1" ASPHALT WEARING COURSE, 1 \ NYSDOT TYPE 7. ITEM 403.17 PROPERTY LINE/NYSDOT ROW, USE TACKCOAT 2" ASPHALT BINDER COURSE, FOR DIFFERENT PAVEMENT SECTIONS NYSDOT TYPE 3, ITEM 403.13 I SAW -CUT FULL DEPTH AT 8" OF BASE MATERIAL (#4 LIMESTONE) I ( I WHITE LINE (NYS ROUTE 30) 1.5" NYSDOT ITEM 402.098202 SE OF 12" A MATERIAL GRAVEL OR LIMESTONE -_- - 2 B M - aw 2" NYSDOT ITEM 402.198202 6" NYSDOT ITEM 402.378902 SUBGRADE 12" NYSDOT ITEM 304.12 EXISTING PAVEMENT & SUBBASE NYSDOT ITEM 402.098202: 9.5 F2 TOP COURSE HMA NYSDOT ITEM 402.198202: 19 F9 BINDER COURSE HMA NYSDOT ITEM 402.378902: 37.5 F9 BASE COURSE HMA NYSDOT ITEM 304.12: SUBBASE COURSE TYPE 2 ASPHALT CONCRETE PAVING SECTION 0 WITHIN NYSDOT R.O.W. (DRIVEWAY. CAP END ENTRANCE) NOT TO SCALE OUTSIDE EDGE OF 16' TRAVEL LANE NYS ROUTE 29 DRIVEWAY INTERSECTION ON STATE HIGHWAY DETAIL FINISH GRADE TOP OF FILTER CLOTH 16" FROM GRADE (MINIMUM) DIRECTION (MAX OF FLOW SHOV�PE E NGTH SOIL -ACTED BELOW \ (NOT TO SCALE) V-81 (MIN) POSTS SPACED AT 10'-0 (MAX) -- SOME AREAS MAY REQUIRE CLOSER SPACING FOR PROPER STABILITY -j �' PLAN VIEW BERM AROUND PERIMETER 12" ±2�7 2'-0" MIN. SEE VEHICLE TRACKING CONTROL DETAIL FOR DESIGN OF PAD FAVAVATAVAVAVATAVATAVAVAVAVAVATAVAVATAVAVAVAVAVA ...................................... ...... ..... . GROUND SURFAC�- 50' MIN. (COMPACTED EMBANKMENT 8'x8' MIN. EXISTING MATERIAL, TYP. 3:1 OR FLATTER PAVEMENT OR AS REQUIRED TO SIDE SLOPES 6' MIN. CONTAIN WASTE CONCRETE SILT FENCE ALONG SECTION A DOWNSLOPE PERIMETER �'��^��' Z-MOUNTABLE BERM FILTER CLOTH PROFILE (OPTIONAL) CONCRETE WASHOUT AREA INSTALLATION NOTES: NOT TO SCALE 1. SEE PLAN VIEW FOR LOCATIONS OF CONCRETE WASHOUT AREA 50' MIN. 2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON EXISTING SITE. GROUND 3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND z ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION. 0 CONCRETE WASHOUT AREA MAINTENANCE NOTES: 1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 12' MIN. EXISTING NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. PAVEMENT 2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE DISTURBED AREA WITH TOPSOIL, z SEED AND MULCH OR OTHERWISE STABILIZE IN A MANNER APPROVED BY THE LOCAL JURISDICTION. 4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT. PLAN VIEW 0 NOT TO SCALE 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 FEET 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) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - 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. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS - OF - WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 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. 12 STABILIZED CONSTRUCTION ENTRANCE DETAIL CONCRETE WASHOUT AREA 11" MIN. 4' 8-1/2" MIN. NATURAL CONSERVATION AREA, NO TREE CUTTING OR DISTURBANCE PERMITTED AT ANY POINT FOR ANY REASON. MORE INFORMATION CAN BE OBTAINED FROM THE CITY OF SARATOGA SPRINGS PLANNING DEPARTMENT AT 518-587-3550 EXT. 2533 OR WWW. SARATOGA- SPRI N GS.ORG" LAMINATED/WEATHER PROOF PANEL ALUMINUM POST NOTE 1 FINISHED GRADE NOTE 4 NOTE 1 3' `�/j�/j� /j�/j�! L-ORIGINAL GRADE NOTES: \i� j/ /%\//j� 1. WHEN CUT/FILL SLOPE HAS BEEN COMPLETED, THE SLOPE SHOULD BE TRIMMED AND THE PERMANENT EROSION CONTROL MEASURES OF SEEDING AND MULCHING SHOULD BE CARRIED OUT. IF THE CUT/FILL IS TRIMMED OUT OF SEASON" (FROM NOV. 1 THROUGH APRIL 1), MULCH THE SLOPE AND SEED ON TOP OF THE MULCH IN THE NEXT SEEDING SEASON. 2. IF THE SLOPE CANNOT BE COMPLETED BECAUSE PAVING IS REQUIRED OR FOR OTHER REASONS, BURIED IN PLACE--' 4" (MIN) V THE SEEDING AND MULCHING SHOULD BE COMPLETED TO THE MAXIMUM EXTENT POSSIBLE. g CONSERVATION AREA SIGN DETAIL 3. WHEN THE CUT/FILL CANNOT BE BROUGHT TO FINAL GRADE IN A REASONABLE LENGTH OF TIME IT MAXIMUM ALLOWABLE SLOPE LENGTH NOT TO SCALE SHOULD BE MULCHED PER GP 0-15-002. J MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF 4. PROVIDE A CONTINUOUS LINE OF SILT FENCE AT THE PERIMETER OF SLOPES UNTIL THE FINAL TO A SECTION OF SILT FENCE SHALL BE AS FOLLOWS: NOTE: SEE SHEET 3 & 4 FOR LOCATION PLACEMENT STABILIZATION HAS BEEN APPROVED BY THE DESIGN ENGINEER OR THE INSPECTING PROFESSIONAL. SLOPE STEEPNESS: MAX. SLOPE LENGTH: 1:2 25 FT 5. ALL FILL SLOPES AND CONSTRUCTED EMBANKMENTS SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS SECTION 203 (EXCAVATION AND EMBANKMENT). 1:3 50 FT 1:4 75 FT 13 SEEDING AND MULCHING GUIDS CUT FILL SLOPES 1:5 OR FLATTER 100 FT 5 NOT NOTES: TO SCALE 1. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO SILT FENCE SECTION SHALL NOT EXCEED 1 /4 ACRE PER 100 FT OF FENCE. CONCENTRATED DISCHARGE OF SEDIMENT LADEN WATER SHALL NOT BE ALLOWED TO FLOW DIRECTLY TO THE FENCING. WELL SEAL CONSTRUCTION NOTES: 1. INSTALL SILT FENCE IN ACCORDANCE WITH THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL", SECTION 7A. �PITLESS CASE 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED WHEN ACCUMULATION REACHES 1/2 OF DESIGN CAPACITY OF FENCE (1/2 HEIGHT OF FILTER FABRIC) OR WHEN BULGES" DEVELOP IN FENCING. 4. POSTS SHALL BE 2" HARDWOOD. 5. FILTER CLOTH SHALL BE FILTER X, MIRAFI 10OX, STABILINKA T140N OR APPROVED EQUAL. 6. ACCEPTABLE PREFABRICATED UNITS INCLUDE GEOFAB, EVIROFENCE OR APPROVED EQUAL. 7. WHEN DISTURBANCE OCCURS ADJACENT TO A WETLAND ORANGE CONSTRUCTION FENCE SHALL BE INSTALLED ON THE BACK SIDE OF THE SILT FENCE. SEE PLAN FOR LOCATIONS. 0 SILT FENCE DETAIL TYPICAL DRILLED WELL INTALLATION (NOT TO SCALE) I APPROVED BY THE SARATOGA UNDER AUTHORITY A CHAIRPERSON: PB#• 18 045------------- IN. EMBED GEOTEXTILE R RING BOARD h 10 ADOPTED:_ JUN_ 2 0'z0 1'-4 (MI NOTE 4 FINAL GRADE UNAUTHORIZED ALTERATION IS ADDITION TO THIS DRAWING IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES MADE FROM THE ORIGINAL OF THIS DRAWING BEARING AN ORIGINAL INKED OR EMBOSSED SEAL AND SIGNATURE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. '� - ���;,CiS ;�,�,�` f 0 °.� s a ; `- �`-� ' n� � r `�'�'� '"' LrS _ ,-�' DAVID F. INGALLS JR., P.E. N.Y.S. LIC. NO. 064993 Ingalls &associates, LLP engineering, environmental, surveying CONSTRUCTION DETAILS OLD SCHUYLERVILLE ROAD -CONSERVATION SUBDIVISION 104 OLD SCHUYLERVILLE ROAD CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK DATE: JANUARY 31, 2019 CHECKED BY: DFI JOB N0. 18-078 SCALE: NONE 3 04-18-19 CITY COMMENTS CWP 2603 GUILDERLAND AVENUE SCHENECTADY, N.Y. 12306 PHONE: (518) 393-7725 FAX: (518) 393-2324 2 03-08-19 CITY COMMENTS CWP 1 02-27-19 FLOOD ZONE LOCATION ADDED CWP © Copyright 2019 - Ingalls & Associates, LLP - All rights reserved DRAWN BY: CWP CADD: 18-078 PLAT SHEET 5 OF 5 N0. DATE: REVISIONS BY: Ss93