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HomeMy WebLinkAbout09.001.5 Wagner Subdivision Plans As-Approved1. ALL TRAFFIC SIGNAGE FOR THE PROPOSED DEVELOPMENT SHALL CONFORM TO THE FEDERAL MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ALL RIP -RAP STRUCTURES SHOWN SHALL BE CONSTRUCTED OF D5o (6") SIZE STONE FILLING. 3. 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 AND THE PROJECT STORMWATER POLLUTION PREVENTION PLAN. 4. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. GENERAL CONSTRUCTION NOTES: 1. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE U.F.P.O., INC. (1-800-962-7962) FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. 3. NO ATTEMPT HAS BEEN MADE TO SHOW ALL OF THE UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. 5. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 6. 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. 7. ALL PERMITS REQUIRED FOR WORK ON -SITE SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER AND THE MUNICIPALITY. 9. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR AS ORDERED BY THE CITY ENGINEER AND/OR LANSING ENGINEERING. 10. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION. 12. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION AND APPROVED BY THE CITY ENGINEER. 13. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. 14. 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 THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 15. 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. 16. ALL DRIVEWAYS AND PARKING AREAS ARE TO BE ASPHALT PAVED SURFACES PER DETAIL UNLESS OTHERWISE NOTED. 17. GENERAL SOIL EXCAVATION ON SITE WILL NOT REQUIRE SOILS TO BE IMPORTED OR EXPORTED, OTHER THAN SPECIFICALLY REQUIRED MATERIAL (I.E. SUBBASE, ASPHALT ETC.). 18. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS SUBDIVISION REGULATIONS AND CONSTRUCTION STANDARDS. 19. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS. 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 FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 20. ALL SANITARY SEWER AND STORM SEWER FRAMES SHALL BE SET AT THE BINDER COURSE ELEVATION AND RAISED TO THE TOP COURSE ELEVATION AT THE TIME OF TOP COURSE PLACEMENT. 21. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 22. THE OWNER IS RESPONSIBLE FOR COORDINATING WITH NATIONAL GRID FOR ENERGY SERVICES. NYSOOH RecU 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 on which water supply and/or sewage treatment facilities were installed with a reproduction of the approved plans and an accurate as -built plan depicting all installed sanitary facilities. d. That the developer shall furnish each purchaser of a lot on which where 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 sanitary facilities on these lots shall be inspected for compliance with the approved plans at the time of construction by a P.E., R.A. or exempt L.S. and written certification to that effect shall be submitted to the NYS Department of Health and the City of Saratoga Springs Building Code Enforcement Officer within 30 days and prior to occupancy. I i; ' f. That plan approval is limited to five years and shall expire on Time extensions for plan approval may be granted by the NYS 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. h. That all local and other state agency rules and regulations shall be complied with. CITY OF SARA TOGA SPRINGS SARA T00O3/4 COUNTY, NEW Y0/3r4x0` if Cour e �d �s SARATOGA 1: STATE TREE 7+IUR E NEW YORK STATE DEPARTMENT OF HEALTH ) Ctfv -w 11 !ZO � 20 t c nt l f s W I�t l ►f rY S5 raffle }tt ar SITE LOCATION MAP SCALE: 1 "=1,000' ITE STATISTI PROPOSED ZONING: URBAN RESIDENTIAL - 2 (UR-2) MINIMUM LOT SIZE = 6,600 S.F. MIN. LOT WIDTH - 60' MIN. FRONT YARD SETBACK - 10' MIN. REAR YARD SETBACK - 25' MIN. SIDE 'rARD SETBACK - 8' WATER - CITY OF SARATOGA SPRINGS SEWER - CITY OF SARATOGA SPRINGS TAX MAP I.D. NO. - 178.52-1-16; 178.52-1-1; 178.44-2-20 APPLICANTS: JOAN WAGNER 7 JOSHUA ROAD SARATOGA SPRINGS, NY 12866 SHEET SHEET NO. DESIGNATION'SHEET DESCRIPTION 1 CV-1 COVER SHEET 2 EX-1 EXISTING CONDITIONS 3 LMG-1 LAYOUT, MATERIALS, GRADING & EROSION CONTROL 4 DT-1 EROSION AND SEDIMENT CONTROL DETAILS 5 DT-2 MISCELLANEOUS SITE DETAILS 6 S-1 SUBDIVISION MAP 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 THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE 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 ALLPY. 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 ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DOES DESIGNATES. PROPERTIES WITHIN 250 FOOT BUFFER OF PROJECT PARCEL ID FROPERIT ADDRESS M ADDRESS 17&52-1-1 Jp'..1' 1UA Im 3 JOSHUA RD NY 125" 17&52-1-2 33 DOTER AVE IASCKSON, HENRIETTA 33 Dom AVE NY 12M 17&52-1-3 37 DOTER AVE 3257 ROUTE 9 SPRINGS NY 128" 17&52-1-4 39 DOTER AVE BUDZROWSIO, DEMISE 22 GREENE CT HAUPPAUGE NY 178.32-1-7 45 DOTER AVE RNVERA. RUTH Po Box 3051 =ILKiA PRINGS NY 12888 178.52-1-8 148 DOZEN AVE TAYLOK 49 DOTER AVE NY 12868 178.52-1-9 51 DOTER AVE CUMMINGS. GARDNER 31 CONCORD DR im NY 128" 7&52_j_iZj 2B GARFIELD AVENDIOL5. VINCENT L 25 GARFIELD AVENY 1206 178.52-1-14 GARFIELD AVE KYER. DONALD N 2403 PIER DRIVE RUSKIN FL 8118 178.52-1-15 30 GARFIELD AVEKYER, DONALD N 2403 PER DRIVE RUS(M FL SlIg 178.82-1-/6 .IO6liUA t8) 3 XStiUA RD bPjqA1UWA SPRINGS NY 12ON 178.82-1-77 AFAR 1EgiAN, BERRY 21 SARAZEN ST z~1VVA SPRINGS NY 12888 178.52-1-101 JOSHUA RD MEEHAN. JERRY 21 SARAZEN ST 'SplaNY 1206 17&52-1-191 JOSHUA RD meµ' JERRY 17 JOSHUA RD NY 12866 78.52-1-201 JOSHUA RD MEEHAN. JERRY 17 JOSHUA RD SpRIN.GS NY 12868 178.52-1-21 JOSHUA RD LANDFALL HOLDINGS 3 JOSHUA (D bPXAIVUA SPRINGS NY 12866 178.52-1-22 SHAW DR U 3 JOSHUA RD WWAIWA SPRINGS NY 12666 176,52-1-23 SHAW OR LANDFALL HOLDINGS 3 JOSHUA RD SPRINGS Y 12066 178.52-1-24 SHAWOR 3 JOSHUAbAK^fV NY 12NO 178.52-1-25 SHAW DR 3 JOSNUA RD 5AKATVUA MXW =NY 12NO 17&52-1-30 SAW OR 3 JOSHUA RD UAKAIUUA SPRINGS NY 12NO 178.52-1-31 SHAW DR 3 JOSHUA RD SPRINGS NY 12888 7&52-1-32 SHAW DR 3 JOSHUA RD NY 12M 78.52-1-33 41 DOTER AVE FRENCH. BETTY J 41 DOZEN AVE 5AKAKMA SPRINGS NY 12868 17&32-1-99 EASE BROADWAY 3 JOSHUA RD SAKATWA NY 12880 178.52-2-1 DOTER AVE WLLIAM. SARAN 32 DOTER AVE NY 12068 178,52-2-17 48 DOTER AVE PERK, MEREDITH PO BOX 280 SSPqRaNGS NY 128" 17IL52-2-18 3 TArigt ST CORDI. CAROO K 3 TAYLOR Si NY /2888 178.44-2-7 3 DOZEN AVE ODGKOSIAN BROS INC 57 PHILA ST NY 12NO 78.44-2-9.1 25 DOTER AVE AISTON, HENRIE TA 25 DOZEN AVE SPRINGS NY 12MG 17&44-2-94 29 D07EN AVE DAG S. CAROL R 123 MAIN ST MLLBRAHAM MA 01095 17&4+-2-101 DOTER AVE: JACKSM HENRETTA 33 DOTER AVE SARATOGA NY 12M 178.44-2-14 JOSHUA RD OUANT. JOS:PH W 1290 REGAL AVE SCHE ECTADY NY 12301 178.44-2-15 4 JOSHUA RD ARTHUR F 4 JOSHUA RDSPRINGS MY 12888 17&44-2-16 2 PENN ST TESI JOHN P 25 SESAME ST KINGS PARK NY 11754 171144-2-17 2 JOSHUA RD TESTO. JOHN P 20 CALHOUN DR 1ROY NY 112182 175.44-2- JOSHUA RD LANDFALL R0004W 3 JOSHUA RD NY new 178,44--2-2 7 JOSHUA RD 3 JOSHUA RD 5AKA SPRINGS I NY 129H 178,44-2-25 JOSHUA RD 3 JOSHUA RD SPRINGS I NY 12888 44-2-26 JOSHUA RD i*M HOLDINGS 3 JOSHUA RD SPRINGS NY 128M 17&44-2-27 JOSHUA RD 3 JOSHUA RDSPRIMM SARATWANY 12NO 78.44-2-28 JOSHUA RD 3 JOSHUA RD NY 129H 178.44-2-29 17 JOSHUA RD MMKAN, JETtRY 17 JOSHUA RD NY 1129M 7&44-2-30 JOSHUA RD MEEHAN.JERtY 21 SARAAZENN ST NY 12688 - D07EN AVE EWER. SIEPH N P NY t2866 - - CK. ARTHUR F 4 JOSHUA RD NY 12868 7&44-2-99 JOSHUARD LLC 3 JOSHUA RD am NY t�86 17&44-3-18 DOTER AVE IMLUAK SARAH 32 D01EN AVE NY 12886 178.44-3-17 32 DOTER AVE I WLLUAM, SARAH 32 DOZEN AVE_ MIA NY 12r.68 17&M-3-19 30 001EN AVE = 101P 30_ DOM AVE NY 12M 17&44-3-21 22 DOM AVE CJIARLOTTESNLIE VA PB # 09-001 Approved under authority of a resolution adopted ` f % , � by the Planning Board of the City of (Date) Saratoga Springx-1 (/Gw• h,%, I -Z -®Q Chairperso Date Signed L 6 f ■N4I ,lb NOTES: �$ 1. DISTANCES TO CORPORATION STOPS AND SANITARY LATERALS WERE MEASURED AND OBTAINED FROM W. `J. ORRIS EXCAVATING INC. 2. ASBUILTS SURVEY BY GILBERT VANGUILD D SURVEYOR, _J PI.LC. Z �-� LANDS OF � PkE OF THE STATE OF NEW PORK r- �1V0' _,A ON it7MIP ONEXl57/NO -7- - - PROPOSED 10' WIDE R.O.W. FOR PRIWE WALK ODLWO PROPOSED�� / TO 87NID 7H£ LOT OWN£RS /N 7H£ I \ I I I 1 1 I 39 I 1 37 I 35 I 33 I I I 31 I I \� I I I I TP 5 i 3t f - - ❑ ❑ jP 7 I fan uit Ru s O. ❑ ❑ _f II II \ ( 1A 13+00 PHASE 2 p / I I �ASE f - - ` Lot 7 \ Lotero/ Tee /s j ❑ ❑ ❑ ❑ �- TP3 �� Lot 9 .10 From MH D ail AlonLateral m !s lso5B9MFrom Hyd _y - TP } From MH D Corporation Stop Along Main Lot 23 / /% (� I \ \ Corporation Stop I SLAT \ I I I Lateral Tee 1s 1 ( 21 L r 1 3 1 1 1s 316• From Hyd 19 � . SLiT i I / I \ I 772' From MH D I \ i Lot 15 1 25 I Along MaJnLot /CS 3 2 \ I Corporation Stop / A \ Lateral Tee /s S5 ; From MH D -\ l Lot 11 \7P 2 \ d /Lot f3 `� � 7F = 312.21 121' From Hy / I Lot 19 554' From MH D Alon Moin 1 !Lotero/ Tee ! ate i Tee /s Lot 5 of 3 !NV /N = 307.7 I 21 Lateral Tee /s Along Moin Co ration Stop 4B7 •From MH D � Mh, D Lateral Tee !s erof Tee /s /NV OUT = 307. 3 Lafaro! Tee /s 624' Flom MH D Co oration Sfo /s 348' From Hy Along Moin CB � Aloe Moin 239' from MN From MH D o Tf4' From M_N�LL Along Moin \\ s 04' From NY 1�6' Fr�m�H 7F = 3112.02 CorparoUon Sto Horatian-Sto� �ain- urla Cut Afgng Moin Corporation Stop fAAAMU9���!lINNNN����307.77 Ts 46 ram Hyyyyyydddddd is 675 From Hyd Cvipomton Stop Lot 25 �- lll���� ityd--' SLAT 6 o _ �T1vJ �--StoPyd --1s 226'-Fmm 1NV !N = 307.76 RIM = 311.39 �T)ft !s 705' From Hyd \ 38 34 TF. =._31Q59"-- t"WA-Tee-11. 1s 198' Fmm H fN\V 0_U7' = 307.75 313 SLAT tW O = 3007 868From MH D / / SLAT SLAT SLA SLAT / SUT - - 31 = 3D4,g8 ❑ - - - - ! OUT = 307.79 AlongMain SLAT / /NV IN J194 d SUTO Corporation stop Hand ❑ ❑ ❑ ❑ ❑ Lrn an 1 CAS ❑ ❑ - - ❑ ❑ - - - - ° ° ree Typ GARFIELD AVENUE LANDS N/F OF NICHOLS Lot TroMe e Nis DLate Alan a Cooroffo Sto p rp /s 805 F Hyd -���CeoxCB% - - - - - P sr _-- - - - - - F 12 DS 170.1LF 1 +q 5 O 0.04% - - 0.77 y C - - - --224.5LF 12 ADS O -0.0+6 _ -1NV 1 - 1.1LF 8' PVC O 0.47$ f2ADS�0.03$ - 7F=31.75 - ---- _- --- _�-_ _ - ��-1NV� = 3 311 SS JJJJ /NV 1N3Q7.74 / = 307.ff8 B' DlP Asphalt M.H. A - - }} - - - - _- - - - - - -'N = 307.74 - �-,31 p 279.9LF PVC 00.41X 3}2 Pad RIM = 310.64 8' 0 a4l /NV OUT = 307.72 2 , W w W - W = xaM i v 1NV IN = 302.26 I (o B. K. W W _ w INV- C_B0�_ - - INV O = 30202. .i - - INV /N 507.70 � O SLAT 1NV OUT = 302.10 y , , JOSH A R 0 A D - 1ANo01VT = 307.70 CBOX N� X i _ - - RIM = ---iNV IN = 3 /NV OUT = WV -� O SLA MH. B= C80Xo SLAT C80X0 SLAT - CB - 24.91F 12 ADS 0.0.04$ CBOX 7F = 310.43 \ i CB 5 SLAT C0 CB C80X RIM = 312.65 24.2LF 12 ADS O -ao2% INV OUT = 307.80 CB Le Rare U I 7:F. = 310.63 TF = 312. f7 /NV /N 303.30 CB lNV 1N = .19 76 67' From MH D !NV /N = 307.88 /NV OUT = 303.29 nH 7F = 3f0.43Lotg Af = = 30 Late! ee s /NV /N = 307.T9 24.2LF 12'ADS O 0.12% Sonbb o l. JNV OUT = 307.7E /Nv IN = 30773 JNV 1N = 307 P,7," is 24 LF 12 ADS O -0. f2X Mod!sorf /NV OUT = 30777 CB1B9' From MHO I lNV OUT = 307.70 I 82 oFrom K C` Lateral Tee !s >F = 312.03 iNV OUT = 3 .75AlongIC ro6onSto77T Fmm MH D '!NV IN 307.78 �,7f.0 12' S O 0.29 CoryomtionSto�iAloe Mo/n /NV 1N = 307.75 I Se/sa 1s 672' From Nyd LANDS N/F OF Co,,`o'Aorr Stop I LranklinTee /s Gailor I /NV OUT = TOZ72 ood Lotero! Tee Is rro/ Tee Is Frame 1 Ome\ LE FLORE m� /s 9f' From Hyd Lotero! T Is 363' From MH D 633' From MH D 65bson frame 344' From MH D 21.6LF f2'ADS O 0.14X Fi ge I' Along Main 5B4' Fro MHO r I Along Moin I HOUSe ou 9 A/on Main I I D Lateral Tee /s f{pu5e Corporation Stop Ahng Main \\\ N\\\\ FraOlToje LANDS N/F OF I Corporation Stop Corporation Stop Z 503 From MH D \\ Is 470' From Hyd Corporation Stop I I \ HOUSe I I I I I MADISON /e 197' From Hyd /s 320' Fmm ffyd Along Mo/n rD /s 560' Fmm Hyd w W co Stop Z PHASE 3 LANDS N/F OF _ LANDS N/F OF O /s 388' Fmm H m r FRANKLIN Z �t r r m Lo era/ Tee /s GAILOR rn Z ➢ 11� r f08' From MH D D n D Along Moin Z T on M V/ I ➢ /SA' 61mghFroHyd N i � Z O ;a Z :=I Z rmr- \*t 7 0 r o y I lot o z o z �' LLJ 0250 FOOT BUFFER PLAN VIEW I I l�I I I I i _ tia.iJ-t-SD ,7a �1,y7 t7a.4i,-i51'+a..li-a-3t -y 170.4F&t'... i11.41•2•a.i 7hM-323 M}7 i ,)a ,74.µ-k 2t -, ' ,Tsa322 r77 vs.a4-z 9 --1 �s _ t7a�� Rocku-2 :7a.W-a�SgT 7a I Barrier Ha.M#-4.2f - �4 UTILITY AWNTENANCE �.}2 t t s1844 "T ACCESSWAY tta.a�{•3-0i _17a.4+-2% , 20 , re.en-a-„ I I I I i 3mN-x as t} T .„,--i76 p 21t 2 •' O , Im r' +faaaasnm 1t84a3.- j7iLEGEND - 178 A4-J- � I Ii I yw Sanitary Sewer Line, Lateral & Manhole I I I qa4.-2•s ;aaz,,4� D � 3 i7Saa•&20 y,Ta 44.1,6,... r ' t7a.ti-i 1Q Y tj, ,ra Sz z2 )a t24,Ya.52 z-M: 3g !Ya 62-„ ,7a szf2 ,f 2, 'fa 5213a 52Zz4 I I I a e 4 k 176.52 , 3 f_.+..r? 7a 52 2-37 TtE 9i 2 2a - - - ® Storm Sewer Line, Catch Basin, Dry Welt/Manhole 70 I i I I I i7t527 se s,raaz,< 7aszz,s;t7asxa.3r;� f1as2•z-z7 1 ( I I ,7a 5krz3A-- t•23f '�,�� 7a 52, 3s TArtOR SY ,ra.5.x-, a Si•2a,�..✓�. ,78 52-, 23 r In 52-2 97 Underground Electric Line � ifas2.xas I i 1 .jt-" ,)as2•z,1 aa5z-zal t7a5t,-2rrf j i 47aax,-ii 7952,1 ,Pa.ti2,z30 11a.52.232 - 1Wy-� Water Line, Tee, Valve & I I Hydrant - - _ _ _ - w° .. �(��y,1a:2•A �tii ' �ra sz t...^�. uaDOTEN AVENUE ,1b521._,2- y tta sz t as Ira sz #a, f 1 ft vnsa to iTad�=!-9{i ,Ta 5t-2-,s tTE.52-1-3D dir f � r s Sj, --f Overhead Utility Wires & Pole - - T� q ,79.a23-, ,7�.52.3.2 #7a.Sk-J•I.t Road Sio Curb Box UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THES 0 161ft f tsask # t t7a �+2 ira.saaa . .± 4n SURVEY MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES OF TIES SURVEY MAP BEARING THE LAND SURVEYOR'S o Concrete Monument ORIGINAL SIGNATURE AND EMBOSSED SEAL SHALL BE NOTES: PB # 09-001 CONSIDERED VALID. 1) THIS DRAWING IS APART OF THE PLAN SET TO CLARIFY THE EXTENTS OF THE 250' BUFFER - Approved under authority of a resolution adopted ZONE AROUND THE PROPOSED WAGNER REALTY SUBDIVISION (PHASE 3) AND TO SHOW THE q -79 - Z009 by the Planning- Board of the City of EXISTING CONDITIONS IN THE AREA OF THE PROPOSED WAGNER REALTY SUBDIVISION (PHASE 3). (Date) 2) PHASE 3 IS THE AREA DESIGNATED FOR THE PROPOSED WAGNER REALTY SUBDIVISION. Saratoga Spring' (Chairpers Date Signed) } EXISTING 4" / PVC SANITARY \ —SEWER � � - LATERAL F � PROPOSED 1" �1 " 9 EXISTING 1" 131 WATER SERVICE PROPOSED 1 - WATER SERVICE WATER EXISTING 4" PVC PROPOSED SERVICE SANITARY SEWER 4" PVC EXISTING 1" LATERAL SANITARY WATER SERVICE EXISTING 4" PVC \ \ SEWER r SANITARY SEWER` \ AMENTAL LIGHTING POLES TO BE IN LATERAL YD3 LATERAL RIM 312.00 KIND WITH THOSE INSTALLED ON THE YD2 \ INV.IN 308.05 OPPOSITE SID OF JOSHUA ROAD RIM 311.55 PROPOSED LIGHT INV.IN 308.59 INV.OUT 308.05 POLE INV.OUT 308.59 EXISTING 1" PROPOSED „ - `\ n\ ; WATER YD4 _ \ `., SERVICE I SANITARY RIM 312.49 SEWER INV.IN 308.54 CBO LATERAL _. CBO T 308.54 \ \ \ -� INV.OU 8"-HDPE - PROPOSED 1" UA � oA D I 170.1LF �2' Asphalt WATER SERVICE 8"-HDPE /STING 8 ' SEWER MA/N [- (TYP.) TYP. 8 PVC 9 - --- - -- -- -- -� Pad ) l _- ,, - _ � R. o. W.) RIM 31 1.02 �w X TING " WATER MAIN w AS halt --�— ,INV:►N 308.06 w. w w w w w w w — "v w w— INV.OUT 308.06 --- -� ' - --- a — - - -- -- -- -- --- --- 5.06 ALL DRAIN LATERALS TO BE EQUIPPED WITH 2.50' o N06' 03 20 E.` 2.50 i 'o �� - , 2i7n.50' 4 2. 0 2�at5' ���` A 62. o CBOX o CBOX° �40X �1 Q,, 6 1 � . CBOX A FLAP DRAIN GATE WITHIN CATCH BASIN 1 _ o o o ItB o 1K- - �.yO _ o STRUCTURE. NEENAH MODEL R-5050-CF6 ' Doi �. o o phi n OR APPROVED EQUAL. I O � '��� � I O I O10, PROPOSED I I ( ( ( (� -Ti I ( I 6 PVC I II SANITARY SEWER I / LATERAL I 1 0 �� 1 1 1 1 1 O 4" FOUNDATION ' O 1 1 1 O I Q C> O ' DRAIN (TYP.) ( I I ALL DRAIN LATERALS TO BE EQUIPPED WITH 18 ('A FLAP DRAIN GATE WITHIN CATCH BASIN STRUCTURE. NEENAH OR APPROVED EQUAL.MODEL R-5050-CF6 I SWALE TO BE CONSTRUCTED IN I' I I I I I I I I I ( ( I I I I I I I NEWLY GRADED AREA TO DIRECT RUNOFF PROPOSED SWALE TO BE CONSTRUCTED IN TOWARD THE FRONT OF THE PROPERTY I' I I 4" FOUNDATION I ( SIDEWALK (TYP.) ( I I I I I I I ' NEWLY GRADED AREA TO DIRECT RUNOFF AND THE EXISTING STORMWATER DRAIN (TYP.) 4" FOUNDATION TOWARD THE FRONT OF THE PROPERTY MANAGEMENT SYSTEM (TYPICAL). ( I ( I I I I DRAIN (TYP.) AND THE EXISTING STORMWATER I Area = I I Area = I Area = I I I Area = I I Area = I I I Area = I I MANAGEMENT SYSTEM (TYPICAL). o I' 8, 750E Sq. Ft. J , 8, 750E S . Ft. W+ , 750E Sq. Ft. J �„� L8, 750E Sq. Ft. W 8, 750E Sq. Ft. 01 L8, 750E Sq. Ft. � — — o o o o — LIMITS OF DISTURBANCE � o 0 0 0 .20E ACRES 0.20E ACRES 0.20E ACRES 0.20E ACRES 0.20E ACRES 0,20E ACRES 62.50' °� 62.50' 62.50' 62.50 °p 62.50' 62.50' SEDIMENT c S06' 03' 20"W 375.00 (C�T)ROL FENCE I LIMITS OF DISTURBANCE 1.15 ACRES , , I t I I i NEW YORK STATE DEPARTMENT OF HEALTH LAYOUT, MATERIALS, & GRADING PLAN SCALE: 1 " = 30' mmommi 0 15 30 60 120 /i111ft 0969 doM4sppn"i1I PLANTING LIST: TOO NER/LANDSCAPE *IF REQUIRED NDC rrEAPE MATERIALS FOR APPROVALAND/OR AND SUBSTITUTIONSSIZES ARE W1 BTAINABLE� SUBMrr PROPOSAL OF ALTERNATIVE MATERIALS ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS TRFF.S TC TILIA CORDATA 'CHANCOLE' CHANCELLOR LITTLE LEAF LINDEN 4 3-3 112" CAL B&B AS SHOWN T[0i 1:9 1) ALL DRIVEWAYS SHALL ACCOMODATE TWO OFF-STREET PARKING SPACES. OFF—STREET PARKING SHALL NOT INTERFER WITH SIDEWALK USE. A LENGTH OF THIRTY FEET BETWEEN THE EDGE OF THE SIDEWALK TO THE ENTRANCE OF THE GARAGE SHALL BE PROVIDED. — EXISTING WETLAND LINE PROPOSED SEDIMENT CONTROL FENCE PROPOSED CATCH BASIN S PROPOSED SANITARY SEWER - - - -< PROPOSED END SECTION • PROPOSED SANITARY MANHOLE W PROPOSED WATER MAIN - - - - - - - - PROPOSED BASEMENT DRAIN - - - - = - - - - EXISTING CONTOUR 314 PROPOSED CONTOUR LIMITS OF CLEARING AND GRADING PROPOSED R.O.W. LINE PROPOSED LOT LINE LOT NUMBERS (TYP.) PROPOSED APPROXIMATE GARAGE FINISH FLOOR ELEVATION (TYP.) REALTY SUBDIVISION LOT NUMBER (TYP.) PB # 09-001 Approved under authority of a resolution adopted %4 ' 2 Q' 2.OD9 by the Planning Board of the City of (Date) �ChairpeO Saratoga Springs.h� `2 9 -/D Date Signed 61 ; GENERAL EROSION CONTROL 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 DISCHARGES. 2. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING CLEARING AND GRADING ACTIVITIES. 3. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. 4. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. 5. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. 6. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. 7. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON SITE FOR PERIODS GREATER THAN 14 DAYS STALL BE STABILIZED BY SEED AND MULCH OR SIMILAR EROSION PRACTICE. PROVIDE SILT FENCE EROSION CONTROL DOWN -GRADIENT OF SOIL STOCKPILE AREA. 8. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH OR OTHER SURFACE WATER BODY. 9. IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 10. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. 11. THE OWNER SHALL CONDUCT INSPECTIONS ON A REGULAR BASIS AND HAVE A QUALIFIED INPECTOR CONDUCT INSPECTIONS EVERY SEVEN CALENDAR DAYS. THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROLS. 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. 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. NOTE: 1. SILT FENCE TO BE INSTALLED AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH NYSDEC "BLUE BOOK" STANDARDS DOWN GRADIENT OF ALL AREAS TO BE DISTURBED, PRIOR TO DISTURBANCE. x 2. TEMPORARY AND PERMANENT VEGETATIVE STABILIZATION TO BE IN ACCORDANCE WITH SEED TYPE AND APPLICATION RATES SPECIFIED IN THE NYSDEC "BLUE BOOK" PAGES 3.3 AND 3.5. MULCHING MATERIALS AND APPLICATION RATES TO BE AS SPECIFIED x ON PAGE 3.29. 90 WATER AND SEWER SERVICES (TYP.) SOIL THAT WILL REMAIN STOCKPILED OR ' EXPOSED FOR GREATER THAN 14 DAYS SHALL BE STABILIZED BY SEED AND MULCH, EROSION CONTROL BLANKET OR OTHER GEOTEXTILE MEASURE. SILT FENCE SHALL BE INSTALLED DOWN GRADIENT OF ALL DISTURBED AREAS APPROXIMATELY 8' BEHIND THE EDGE OF PAVEMENT WHERE LOTS DRAIN TOWARD THE ROADWAY TO REDUCE THE AMOUNT OF SEDIMENT THAT ENTERS THE ROADWAY. x SILT FENCE SHALL BE MAINTAINED THROUGHOUT LOT CONSTRUCTION UNTIL A PERMANENT STAND OF VEGETATION IS ESTABLISHED. A VEGETATIVE BUFFER (ie. SEED AND x MULCH OR EROSION CONTROL BLANKET OR OTHER GEOTEXTILE MEASURE AS PER MANUFACTURER'S SPECIFICATIONS) SHALL BE INSTALLED BETWEEN THE SILT FENCE AND THE PAVEMENT. WHEREVER POSSIBLE PRESERVE A BUFFER OF EXISTING VEGETATION THAT SHALL BE MAINTAINED x THROUGHOUT LOT CONSTRUCTION. EROSION CONTROL MATTING SHALL BE MAINTAINED THROUGHOUT LOT CONSTRUCTION UNTIL A PERMANENT STAND OF VEGETATION IS ESTABLISHED. ^? 36" MIN. FENCE POST 10'-0" O.C. MAX. WOVEN WIRE FENCE (MIN. 14 1 /2 N GAUGE W/ MAX. 6" MESH SPACING) WOVEN WIRE FENCE o WITH FILTER CLOTH SILT FENCE FABRIC, EMBED 36" FENCE POST, DRIVEN z COMPACTED SOIL IN GROUND 8" MIN. MINIMUM 16" INTO GROUND FL0W IR NDISTURBED GROUND Zi Ill SILT STOP, EMBED IN GROUND 8" MIN. - - � _ IIIIII --_ 4 (( z I�� - � � -ill- � II -i ___ e OIL BACKFILL EMBED FILTER CLOTH A MIN. OF 6" BENEATH COMPACTED SOIL. SECTION PERSPECTIVE VIEW QONSTRUCTION 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 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 OVER -LAPPED 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. �i SIL T FENCE DETAIL X X X X X BUILDING SETBACK LINE STOCKPILE 4REA 10" MIN. ASPHALT \ DRIVEWAY _WAY PROPERTY LIN CONCR TE WA SNo I T A REA PROPOSED VEHICLE TURN AROUND WITHIN RESIDENTIAL LOT SIDE LOAD GARAGE ALTERNATIVE x SCAT E• An PB # 09-001 Approved under authority of a resolution adopted 4-29 00 9 by the Planning Board of the City of (Date) 11 Saratoga Springs��(o Chairpers Date Signed INACTIVE AREAS THAT REMAIN EXPOSED FOR GREATER THAN 14 DAYS SHALL BE STABILIZED BY SEED AND MULCH, EROSION CONTROL BLANKET OR OTHER GEOTEXTILE MEASURE. BUILDING PERMIT STABILIZED L TYPICAL DRIVEWAY AND NOTICE OF CONSTRUCTION CULVERT INTENT POSTING ENTRANCE TYPICAL LOT LAYOUT & EROSION CONTROL PLAN NEW YORK STATE DEPARTMENT OF HEALTH 50' MIN OR AS SPECIFIED ON PLANS - z C° EXISTING R ��\ PAVEMENT �-- #1 CRUSHED STONE j I! EXISTING FILTER FABRRC MARAFI 10OX PAVEMENT OR APPROVED EQUAL EXISTING PROFILE GROUND 50' MIN OR AS SPECIFIED ON PLANS 10' �N Z I I MIN PROVIDE CULVERT PIPE UNDER _ LJ ° ENTRANCE TO CONVEY UPLAND 10 R DRAINAGE ROBEE, PLAN VIEW CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE ENTRANCE AREA. ESTABLISHING VEGETATIVE COVER. NOTEE,. 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) 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 CON STRUCTION 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 COND111ON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED 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. STABIL17- ED CONSTRUCTION ENTRANCE 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-FEET 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 SOIL STOCKPILE CONSTRUCTION MATERIALS OR FUEL STORAGE SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA PAVED ROADWAY SILT FEACE SLOPE MARAFI 10OX FABRIC BEDDING 6" OF 3-INCH STONE BEDDING 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 SIX INCHES OF CRUSHED STONE BEDDING. CRUSHED STONE SHALL MEET NYSDOT ITEM No. 623.11 S PECFICATIONS. 4. SILT FENCING SHALL BE PLACED 5-FEET 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 FUEL OR MATERIAL STORAGE AREA MATERIAL STORAGE &SOIL STOCKPILE STABILIZATION DETAIL SCALE: NTS SILT FENCE SECTION A' -A' PAVED ROADWAY CONCRETE WASHOUT AREA 15'x15'x2.5' DEEP± 12" NO. 1 CRUSHED STONE FROM PAVED ROAD TO WASHOUT AREA FILTER FABRIC, MARAFI 10OX OR EQUAL CONCRETE WASHOUT AREA 15'xl5'x2.5' DEEP± SILT FENCE 10' WIDE GRAVEL ENTRANCE FROM PAVED ROAD TO WASHOUT AREA CONCRETE WASHOUT AREA SCALE. ° NTS STANDARD SPECIFICATION FOR SEED MIXTURES FOR RECREATI❑N & LAWN AREAS SPECIES LB/ACRE 65% KENTUCKY BLUE GRASS BLEND 85-114 20% PERENNIAL RYE 26-35 15% FINE FESCUE 19-26 TOTAL 130-175 OR 100% TALL FESCUE, TURF -TYPE, FINE LEAF 150-200 NATIVE OR IMP❑RTED T❑PS❑IL SHALL BE PLACED AT A MINIMUM DEPTH OF 4-6 INCHES STANDARD SPECIFICATI❑N FOR SEED MIXTURES FOR TEMPORARY APPLICATI❑NS SPECIES LB/ACRE SPRING SUMMER OR EARLY FALL ANNUAL OR PERRENIAL RYEGRASS 30 LBS. LATE FALL EARLY WINTERi CERTIFIED AR❑❑ST❑❑K (WINTER RYE) 100 LBS. SCALE: NTS TREE BELT FINISHED GRADE CURB SEE NOTE SIDEWALK ROADWAY-_­_�. y. B X MUELLLER z 5, 6- f MODEL H-10314 (IN TURF) MODEL WALK) OIR 0 1- SERVICE) (SIZE AS REQUIRED FOR10334 3/4" LO CORPORATION STOP WITH COMPRESSION FITTING - CURB ER 16 j -° MUELLEROORISEAL MODEL H-15209 COMPRESSION 3/U4LOR 1" SIZE AS i08 MODEL H-15219 (W/ DRAIN) REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 45 33/4" MIN. SIZE TYPE K COPPER PIPE WATER MAIN OR SIZE AS REQUIRED 3/4" OR 1" COPPER TUBING (TYPE K SOLID CONC. BEARING BLOCK (SIZE AS REQUIRED) OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 12' COPPER WATER SERVICE PIPING DETAIL SCALE.• N.T.S. 1)" mi imp- nPLim YARD DRAIN TYPICAL INSTALLATION SCALE: NTS ® INTEGRATED DUCTILE IRON FRAME & GRATE TO -� MATCH BASIN O.D. MINIMUM PIPE BURIAL (a) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURE PLANS/TAKE OFF) RECOMMENDATION 3.56 RESIDENTIAL TOWN ROADWAY DRVEWAY TOP COURSE DRIVEWAY SLOPE ® TRANSITION AREA 25% FOR 12" MIN, TOP COURSE FORMER DRIVEWAY ­,BINDER COURSE W/ GRADE INTEGRAL WING WEDGE SAW CUT AND SUBBASE TACK COAT ASPHALT SUBBASE COMPACTED SUBGRADE RESIDENTIAL DRIVEWAYS CONSTRUCTED BEFORE THE ROADWAY TOP COURSE IS PLACED SHALL HAVE A SLOPE OF 3"/FT FOR 1' MIN. FROM THE EDGE OF PAVEMENT TO ALLOW FOR A SAW CUT, KEY IN AND SMOOTH TRANSITION TO THE TOP COURSE DURING PLACEMENT. RESIDENTIAL DRIVEWAY CONNECTION SCALE: tom 13.56" 13.38" 12" SQUARE YARD SOLID COVER SCALE: NTS 12" SOLID COVER 18" MIN WIDTH GUIDELINE a 8" MIN THICKNESS GUIDELINE 50 ADAPTER ANGLES JARIABLE 0'-360' ACCORDING TO TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PLANS PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. O3 VARIABLE SUMP DEPTH z m 0 I in FINISHED GRADE 3/4" DIA. x 15" LONG STEEL DOWELS 0 18" O.C. LOCATE 15"MAX. DISTANCE FROM EDGE OF SLAB 3/8" EXPANSION JOINT FILLER WITH JOINT SEALANT 20' O.C. MAX SCORE JOINT, 1" DEEP. 5' O.0 MAX SOFT BRISTLE BROOM FINISH PERPENDICULAR TO SIDE 4" CONCRETE, 400OPSI ® 28 DAYS 6 x 6 x 6/6 WWM, 2" CLEAR 6" COMPACTED AGGREGATE SUBBASE MATERIAL NYSDOT TYPE 2, ITEM 304.03 COMPACTED SUBGRADE CONCRETE WALK SCALE' NTS GALV. WIRE OR CABLE.-2 PER TREE MIN., EQUALLY SPACED 1 /2" I.D. REINFORCED RUBBER HOSE BLACK RUBBER HOSE w _�- w o w 12 GAUGE GALV. WIRE CABLE = a (3 GUYS AT 120• SPACING) w U' SAFETY FLAG X —TURN BUCKLE c\v `V MULCH 4" MIN. DEPTH 4" SAUCER FINISH GRADE CUT & REMOVE BURLAP & ?' GALVANIZED BASKET ENTIRELY PLANTING SOIL EXISTING SUBGRADE 00 �z FERTILIZER ROOT ANCHOR -BURY PACKET, 2 PER TREE, MIN. 3'-0" GUY TYPE 'A' 6"-8" DEEP, PLACED GUY TYPE 'B' AS ROOT BALL IS NOTE. BACKFILLED 1) GUY TYPE "A" IS FOR TREES LESS THAN 3" CALIPER GUY TYPE "B" IS FOR TREES 3" CALIPER OR GREATER DECIDUOUS TREE PLANTING D ETAI L FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SCALE: NTS ® WATERTIGHT JOINT ACCORDING TO PLANS ( 6" MIN) ► —SANITARY SEWER (CORRUGATED HDPE SHOWN) OR STORM 4" MIN SEWER ® VARIOUS TYPES OF INLET & OUTLET ADAPTERS SEE NOTE BELOW SEE NOTE BELOW AVAILABLE: 4" - 12 FOR CORRUGATED HDPE O - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), WITH THE EXCEPTION OF THE BRONZE GRATE. SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 20 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER Q - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. NOTE: GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II SEE DRAWING NO. 7001-110-065 (REFERENCE -TEN STATE STANDARDS) MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR ® - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10' SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON UNIFORMLY IN ACCORDANCE WITH ASTM D2321. O - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 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 NOTE - DRAIN BASIN TO BY BY NYLOPLAST OR APPROVED EQUAL IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED IND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. TYPICAL 1 2 " YARD DRAIN BASIN WATER SEWER���T�A(TIQN�DE�TA&6 SCALE.• NTS NEW YORK STATE DEPARTMENT OF HEALTH 1. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATER MAINS, C-651-05, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE WATER MAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATER MAINS, C-651-05. 2. HYDRANT WEEP HOLE DRAINS SHALL BE PLUGGED WHENEVER SEASONAL HIGH GROUNDWATER IS ENCOUNTERED ABOVE THE BASE OF THE HYDRANT. HYDRANTS WITH PLUGGED WEEP HOLE DRAINS SHALL BE TAGGED WITH A BRASS TAG INDICATING "WEEP HOLES ARE PLUGGED". 3. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. 4. WATER SYSTEM REPRESENTATIVE WILL PERFORM INSPECTION PRIOR TO ANY BACKFILLING AND AFTER SYSTEM COMPLETION. 5. ALL VALVES, PIPES, FITTINGS, HYDRANTS, OR OTHER WATER SYSTEM APPURTENANCES WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AWWA/NSF REQUIREMENTS. NTS FROM POINT OF CROSSING FOR BOTH WATER AND SEWER PIPES. PB # 09-001 Approved under authority of a resolution adopted �1 `Lby the Planning Board of the City of (Date) Saratoga Springer •(�f� I' Z-9 - C Chairpers Date Signed REVISIONS RECORD/DESCRIPTION 1DATE 01/29/09 Al REVISIONS PER CITY OF SARATOGA SPRINGS 04/28/09A2 REVISIONS PER CITY OF SARATOGA SPRINGS 06/23/09 0 REVISIONS PER NYSD,,)H 09/30/09 a4 REVISIONS PER NYSDOH 11/02/09 Q REVISIONS PER CITY OF SARATOGA SPRINGS 2"x4" LOCATION MARKER LABELLED "SEWER END CAP" (TYP. EXISTING AND/OR FINISHED GRADE MINIMUM SLOPE 5' BEND 5° OR 30' BEND AS REQUIRED VARIES 2q. MINIMUM SLOPE, 45' MAX. MAIN SEWER—� SECTION A A NG SEWER LATERAL 45' BEND—i SPECIFIED PLANS (TYP.) 45' OR 60' PLAN STANDARD SEWER SERVICE DETAILS �--BEDDING MATERIAL (TYP.) (SEE BEDDING DETAIL) N SEWER TEE, ONLY IF SPECIFIED OR ALLOWED BY THE ENGINEER BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED j�6' BUILDING SEWER LATERAL 45' OR 30' BEND AS REQUIRED 0 SCALE.° NTS KEYED NOTES OLINE OF FACE OF CURB (CURB GRADE SHOWN ON PLAN). P. 2 PAVEMENT AT GRADE O SHOWN ON PLAN. ® PREPARED SUB -GRADE. O ROADWAY/ASPHALT PAVEMENT SUBBASE OLINE FOR BACK OF CURB. NOTE: CAST IN PLACE CONCRETE MAY BE SUBSTITUTED WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY CONTRACTOR AND APPROVEDBY ENGINEER. O6" MIN. SUBBASE MATERIAL NYSDOT TYPE 4 PRECAST CONCRETE CURB DETAIL 24" CAP (TYP.) A SCALE° NTS FIELD GLUE JOINT 3" TO 48" EXTENSION 4" ON BODY SIZES 12" - 24" 6" ON BODY SIZES 30" TYPICAL YARD DRAIN RISER 9 SCALE: NTS UNAUTHORIZED ALTERATION OR z N ADDITION To THIS DOCUMENT MISCELLANEOUS SITE DETAILS U-) M IS A VIOLATION OF SECTION zC0 7209 SUBDIVISION 2 OF THE ` n NEW YORK STATE EDUCATION SUBDIVISION o Law. WAGNERr'1V'V SUBDIVISION i �I 0 CPYRT UZ LANSING ENGINEERING, PC CITY OF SARATOGA SPRINGS SARATOGA i'OUNTY V)W PROJ. NO : 101.37 ® LANSING E LIV MMEEln]Otl�l�� it LU°- DT-2 LU Z SCALE AS SHOWN 7 HEMPHILL PLACE, SUITE 230, MALTA, NY 12020 DATE 12/04/08 TEL. (518) 899-5243 - FAX. (513) 899-5245 SHEET 5 OF 6 N07' 11 ' 007E MAP REFERENCES: 1. "MAP OF A SURVEY OF THE LANDS OF THE SARATOGA SPA RESERVATION", DATED APRIL 17, 1964, ON FILE AT THE ALBANY OFFICE OF THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 2. "MAP OF LANDS BELONGING TO ISADOR BRAND", DATED 1888 AND FILED IN THE SARATOGA COUNTY CLERKS OFFICE ON CARD 1, POCKET 8, FOLDER 2. 3. "MAP OF GASLANDS, SARATOGA SPRINGS, N.Y." PREPARED BY J. S. MOTT & SON. 4. "THE VILLAGE AT SARATOGA PLANNED UNIT, DEVELOPMENT, PHASE I" SHEET 3 OF 13 LAST REVISED 11/26/96, PREPARED BY KEYSTONE ENGINEERING AND ARCHITECTURE, P.C. LANDS OF THE PEOPLE OF THE STATE OF NEW PORK Proposed 10' Wide Easement For Private Walk To Be Granted Denotes Proposed Private To The Home Owners Walk To Be Maintained By Association 10'f Wide Strip Of Existing The Home Owners Association SITE STATISTICS: ZONING - UR-2 (URBAN RESIDENTIAL 2) TOTAL SITE AREA - 1.21t ACRES NUMBER OF PROPOSED IDTS - 6 LOT DIMENSIONS MEAN LOT WIDTH - 60' FRONT YARD - 10' REAR YARD - 25' SIDE YARD - ONE SIDE 8' TOTAL 20' MAKNUM BUILDING HEIGHT - 6V 10M(UM FIRST FLOOR AREA - ONE STORY - 900 % FT. TWO STORY - 700 SQ. FT. APPLICANT - LANDFALL HOLDINGS, LLC. CC 2.50 77.53 66.71' 67.3i' �r 67.01' 6 100.01'118. Ve etation To Remain °'-o ° °� ° ° o 0 0 o O - 0 1J8.41' 170,01' o� 120.01' 1200.60' 0 0 -o 0 0 0 o o - p - 120.01' 120.01' z d- a o o- o- o 0 0 0 o - - o _ 109.35' 1. 70' 19 17 15 13 N - �, - �- `r' ° ° 0 -0 0 0 0-� 0 0- - 0 2.5' Strip Of Land o Area = Area = Area = Area N N -To Be Deeded To The O N City Of Saratoga 7, 620+ Sq. Ft. F613f Sq. Ft 6, 606± Sq. Ft. 7, 014E Sq. Ft. i g o k O N06.19'00'E 5, 00, Springs N o O h g 15.00' O o 1500' 1500' Lxisting50' R.O.W. o o N0679'00" Hous9 o L = 13.70oo Existin � o � � � Ch = 13.70' � � � Area = o O ,_ 23 17 9 a Existing 15.1't v � z w �r S08° 31' 40"W 3 oI " o of o0 12,821E Sq. Ft. Area = O Area = O 22.s'f O z < 17, 329+ Sq. Ft. 20, 187E Sq. Ft. A9, 666E Sq. Ft. �9, 410E Sq. Ft. y o Z o 7 �N Area = 14.o'i Area = _ v CO �O 18, 587+ S Ft. 19, 932E Sq, Ft. 24, a Sq. Ft. R = 20.00' S6.46 area � ❑ ❑ �' � 66.70' z 53.61 ' z ❑ �� ❑ � 2 h -� 6. O6'd- � q� Area L = 3185' S06° 19' 00"W 171.78'- R = 7� 2 02' 9 n z Ch = 28. 10' 7. 50' 0, N52' 37' 507E WO \\ 550° 56' 30"W ' SHA D DRl 00 PHASE 2 \ 3 S2 \\ 6�� N V o N06' 22' 20"E 88.14 0 O O 2 2 J O S h�' s ` o O''�1 o N062220'E 717.75' N062220"E 770T �•r/� O R = 20.00 1 I-- I O S S 9� moo- o I �j 0 56.2T 54.88' �� 38.93' 38.74" PI /A _ N N 8' 9' `9Q2• .�l `F 11 d' / ^�o N06222d'E 66.97'Z N0672'20"E 72.9TCr1 Ch (To Be Dedicated To The City Of Saratoga Springs) A �, •2 N06° 70' 107E 1108.54' ro N06° 10' 107E 120.00' 120.00' o 0 L = 31.68� \o y� y9ti�I gyp. J N06° 10' 107E \ 120.00�� �� N06° 10' 10"E N39` 03' 30"W ` o a ^ 48.54' 60.00'.° o o h� 60.00' °" 0 60.00' mn f o Gj �j a o ^� Land Preservation Area T o N N06° 19' 00 E h you E �� 5 9� 60.00' 0 60.00' ` ��� �� 60.00' 60.00' o ! �. m o m co W 15.00' 75.00' 0 15.00' - ,22 SQ'� \\� `�10 �O. 'J N `"� \ ^ 64.20' �_ 66.03' _ / ` �' N i SO622'20"W 76. 35' °= h O o 47 66' 60.00' 60.95' o °� 2 j�' 1� z 4B.56' 39.4B' t N 7 O o o O o L \ \ / Qj S0622'20"bV 130.23' N0622'20 E 104. 6J' 0 0 o O ai. `S 5� / / '\4 506' 22' 20"W 88.04' -� `� N0672'20"E 57.99' �' 76.22' '� 68.07' " Q O o O a O �� �--�` UA 7] �, G / t1� A �a23T 52.26' R 52.70' S0679' 00"W 84.23' O oc o Cf- o <F o O o 6.92 \��(' \ � V O (E) ^ O m .,�PROPOSED DRII/EWAcl�OM o ' U Area = Area = 19 N a 11 �` ACCESS EASEMENT 5 a � d- N�8,298+ Sq. Ft. 6,915E Sq. 1s.34' 14.a2' --� 'S S06Y9' DO"W So679' 00"W N06' 03' 20 E Area = Q3 Area = o w `� Area = ro Area = �, �� Area = Area = O 8,267E S Ft. z 8,837t S. Ft. O z 18 16 14 D 9' Nam+ O q N06'03' 20"E q a Proposed O 0 ,� 8, SOBf Sq. Ft. NO6'03' 20" 8, 791 f Sq. Ft. O h� 8, 763.E Sq. Ft. Noe- O3'20 E 8, 745E Sq. Ft. D D D Area = P so6222o"w L= 38.27' O R = 30. 00 15.00' J5.00 0 1SD0 75,00' o ngiess/Egress O $.00 15.00' N 15.00 ts.0o' R = 20.00' Z �' D PROPOSED DR/✓EWAY p� o Easement 29.36 D o R1 0 0 0 10, 376t Sq. Ft. 0 L = 39. 19' o O ACCESS EASEMENT (7YP) o PROPOSED DRIVEWAY o o oo Ch = 32.69' S48' 45' 307E O o o LOCATION o k Ch = 36. 46' ro 3 a w W mPJ d ) 3�a LQ o a w N PROPOSED STONE II S43° 28' S0"W Z PILLAR (TYP) �o o o o o o Z o o Area = Area = Area = Nas31' ooE 122.76' z_ Z �� a 6 O W 9, 424E S Ft. 8, 520+ S Ft. 8, 664t Sq. Ft. N "� c = 2zs7' o ° m� b ro ° ° m ° Clz ° 95.71 ' y ° 58.06' 38.90' 60.00 O• 0 85.75' O 96.01 ' _ 23.99 24.04' 95.96' a 95.86' 24. 14 24. 17' 95.83' O o q q N 128.77' T \4 .33' S06=03-20 W 4.2 7.5 842.67 O N0534'00'E o 187.48' S06 ° 19 00 W 176. 50' S06 ° 03' 20 'W CN o o S���� ,.JOSHUA-ROAD------- o o a o 2 tih - - - - I + 1 CIDso° 40' R. 0 W� -�.50' +( z 66 6' 60. oo' 61. 44' S84 ° 26 00' E PRO! SM ,N06' OX 20T 375.00' eaRR�£R/cart S06 ° 19 DD W 190.00 37.006250' O 62.50' 0 62.50' O 62.50 O 62.50' O 62.50 CARFIELD A VENUE � c FQ) (40' R. 0. W..) co Nt- co(Asphalt) Q Ld Ld Lo LANDS N/F OF ^ W 0- KYER ` W 2s 26 24 �� 18 Q Q ' Z . i Q LANDS N/F EIF BL7OK 1127 DF DEEDS AT PAGE 215 20 ❑A �.! (, Area = Area = Area = Area = z y W W q NICHOLS 8, 75of Sq. Ft. Area = 8, 750± Sq. Ft. 8, 750t Sq. Ft. Area = 8, 750E Sq. Ft. Aq W z y w zCIE W BGL7K 1353 DF DEEDS AT PAGE 247 q�-+q ,-iw "Neal 3► W 3 8, 750E Sq. Ft. w 8, 75ot Sq. Ft. { u z q W ca C4 la I1 1 Q z to z Cn LANDS N/F DF • �'' o `a `° `e L J -1 -uj L L J KYER Q5 Q) BLIDK 1475 OF DEEDS AT PAGE 454 Y Y M, � � ��w w❑ 0 0 Z 6250' s9.5n, s2.50' R s2sn' 6250' 62.50' S0603' 20 W 375.00' n �CO cz.o M N CM, Ln n rn ,C W l7 a LO LO W W � �7 O JC O O ti M ❑ q ,� z �qUj W Z Zy+W Z �W Q� W Go q Uj A CA AQ q'K Z�A TQ ono M Z W M o �o 'K in M ry -PROPOSED MRR1ERI&GEPq O �Q PB # 09-001 CO o.. oqQ � Q �¢�'•. LdLjj Q zQQ �Jp z�w QyE3 �' L1 00 A ¢Ao J © 01 O w Y r3 A4 r i 1' c Road Jaw - row ow SITE LOCATION MAP SCALE: 1" = 2000' Proposed 5' Wide Concrete Sidewalk Walk Will Be Field Located By Applicant, And Approved By The Department Of Public Works And A 10' Wide Access Easement Will Be Granted To The City Of Saratoga Springs. Side Walks To Be Maintained By The Home Owners Association. Lands To Be Deeded To The City Of Saratoga Springs m Right Of Way As Per Z Map Reference No. 4 CS? 713 \ N 3 V N t o Cr1 917r21 917.27' LANDS N/F ❑F LeFLORE BEIL7K 931 DF DEEDS AT PAGE 405 NOTES: 1. THE PROPOSED WAGNER REALTY SUBDIVISION INCLUDES THE ENTIRE AREA DESIGNATED AS PHASE 3. PHASE 3 INCLUDES 1 ACRE OF LAND TO BE SUBDIVIDED INTO SIX 8,750 SQ. FT. IDTS. LOT NUMBERS 18, 20, 22, 24, 26 AND 28 ARE INCLUDED IN THE PROPOSED WAGNER REALTY SUBDIVISION. Approved under authority of a resolution adopted by the Planning Board of the City of (Date) Saratoga Springs. Chairperson Date Signed NEW YORK STATE DEPARTMENT OF HEALTH THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES OF THIS SURVEY MAP BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND EMBOSSED SEAL SHALL BE CONSIDERED VALID. 1 ' G E G. VANGUILDER, P. L.S. No. 4 ",24