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HomeMy WebLinkAbout17.075 Spencer's Landing As-Built Site PlanMAP REFERENCES, 1) Map Entitled: "Cluster Subdivision for Spencer's Landing" Map Date: November 9, 2017 Prepared By., The Environmental Design Partnership, LLP Map Filed: February 15, 2019 Saratoga County Clerk's Office Map No. M2019029 2) Saratoga County Real Property Tax Map City of Saratoga Springs Section 192.08 Block 6 (BEEHIVE E 17E Lot No. 99 7FF68OGRATE) 4" DIA PERFORATED PVC PIPE IN INFILTRATION TRENCH SURVEY NOTES. UNDER CONCRETE SIDEWALK 1) As -built survey map as prepared for Spencer's Landing LLC. 2) Concrete monuments set (CMS) on November 1, 2019. 3) All underground utilities, if any, not field located. 4) This survey was prepared without the benefit of an up-to-date abstract of title and is made subject to whatever state of facts such a document would reveal. 5) Elevation Datum: NGVD 1929 6) As -built sanitary sewer information provided by Weston & Sampan through Saratoga County Sewer District No 1 and not verified by The Environmental Design Partnership, LLP. CB#12 (BEEHIVE GRA7E) 7) For the purpose of this map, not all 7F=268.25 physical features have been shown. MONUMENT TIE TA CMS #1 TO REV CMS #2 --- N21 •06'20"W 130. 70' REV CMS #2 TO MON #3 -E> N62'41 '50"W 307. 06' MON #3 TO MON #4 - N09.04'40 "E 262.91 ' CMS #5 TO CMS #6 S0751 '20"W 375. 73' MINI CB#13 TF=268.20 LEGEND: X 265.8 denotes Existing Topographic Spot Grade -w- denotes Underground Water Service ALO denotes Approximate location of CB denotes Catch Basin CIRS denotes Capped Iron Rod Set CMS denotes Concrete Monument Set CONC denotes Concrete DIP denotes Ductile Iron Pipe DWS denotes Detectable Warning Strip EOP denotes Edge of Pavement EP denotes Electric Panel EX denotes Existing TF=268.45 FOCC denotes Face of Concrete Curb GV denotes Gate valve HDPE denotes Plastic Pipe HYD denotes Fire Hydrant /CV denotes Irrigation Control Valve //P denotes Infiltration Inspection Port INV denotes Invert LA denotes Landscaped Area LF denotes Linear Feet MB denotes Mailbox MH denotes Manhole MCV denotes Metal Cover MON denotes Monument N/F denotes Now or Formerly OHUL denotes Overhead Utility Lines OLP denotes Ornamental Lamp Post PVC denotes Plastic Pipe REV denotes Revised SAN denotes Sanitary Sewer SL denotes Sewer Lateral SMH denotes Storm Manhole SS denotes Street Sign STM denotes Storm SWR denotes Sewer TF denotes Top of Frame Elevation TYP denotes Typical 4" DIA PERFORATED PVC UP denotes Utility Pole PIPE IN INFILTRATION WL denotes Water Lateral TRENCH UNDER WS denotes Water Shutoff CONCRETE SIDEWALK MINI CB#15 TF=268. 15 GA TE VALVE TIE TA GV *1 TO Ill - 13. 4' TO CB#9 - 27.3' GV #2 TO HYD#1 - 5.5' TO MH#1 - 32.4' GV3 TO HYD#2 - 8. 0' TO CB#2 - 28. 7' GV #4 TO HYD#2 - 3.9' TO CB#2 - 34.7' G V #5 TO HYD#3 - 9.3' TO CB#12 - 12.3' GV #6 TO Il - 85. 6' TO CB#18 - 4.4' WS 'A' TO CB#9 - 30. 7' TO CB#10 - 34.0' MIN/ CB#16 TF=267 90 4" DIA PERFORATED PVC PIPE /N INFILTRATION TRENCH UNDER CONCRETE SIDEWALK 2.75' WIDE STRIP - LANDS AS DEDICATED TO THE CITY OF SARA TOGA SPRINGS - ARROWHEAD ROAD R• O. W. AREA = 1,539t SOFT. INSTRUMENT No. 2019006641 SANITARY SEWER UTILITY EASEMENT AS GRANTED TO SARA TOGA COUNTY SEWER DISTRICT No. 1 (DEDICATION - INSTRUMENT No. 2019036332) (PERMANENT EASEMENT - INSTRUMENT No, 2019036333) MINI CB#17 TF=26750 I EX HD A" CB#18 (BEEHIVE GRATE) © 2019 BY ENVIRONMENTAL DESIGN TF=267 60 PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY ® COGO 14 JOB 81 GPS (SEE FILED MAP "E-146') EXISTING 30' WIDE LANDS N/F OF I eo LANDS N/F OF LANDS N/F OF LANDS N/F OF SPILLANE SARATOGA COUNTY SEWER HUDAK & SCHETT/NO EX MH#1 TF=266.50 pq of O SPAIN TORRANCE BOOK 1626 OF DEEDS AT PAGE 733 /NV(1)(S)=25760 F0 MFy /o BOOK 1735 OF DEEDS AT PAGE 149 BOOK 1705 OF DEEDS AT PAGE 146 DISTRICT No. 1 EASEMENT INSTRUMENT No. 2011030977 EX INV(I)=257.41 CE ,I 14 ARROWHEAD ROAD (SEE FILED MAP "E-146) 23 JULIANS WAY EX INV(0)=25737 aq M NeII 28 EAST RIDGE 26 EAST RIDGE AI I eNT i II 1 #2 JULIANS WAY GV #2 #4 a (EXIS TING 55' WIDE Cl TY R. O. W. ) EX MH#2 F=267.60 O 8" PVC SAN SWR - - __---_--^ _-------___-_ - - = 0 GV INV(1)(S)=257.13 EX CB F=266.15 #3/ <� I NEW CONCRETE SIDEWALK AT 12" INV(N)=260.05 0 1 13 MONUMENT #4 - CIRF GVG OLD CONCRETE SIDEWALK 581 *09'10"E Sal 09'10 E S ( ) 155.02' 30. 00, 144. 44' N06 49'10"E, 55.03, 6f S06 49'10"W 175.63' 4.59' r�P I LF w 6.80' O P N 3 12" HOPE STM SWR 45' M✓ �- WO 24 LF AT 0.46% 266-7 BEND B:INV(W) 263.02 LOT 22 WATER SHUTOFF TIES, R=86.50' L=21.93' < \ 12'" lNV(S)=262.85 2 AS HALT O TO CB#1 - 36. 8' WATER0 HYD#2 - 20.5 ES: IVE WATER SHUTOFF TIES l TO CB 2 - 51.4' CH=21.87' N14 05'00 E 45• o W D # o ADDRESS No. 26 TO CB 2 - 15.2' 6 � R=86.50' L=20.55' # � � TO HYD#3 - 35.4' MJ Q. Q U TO CB#12 - 22.6' In CB#1 TF=266.45 < BEND /�' Z CH= 20.50' S00 01 'p0 £ JULIANS WA Y ¢ O WATER CORP. TIES., 12" INV(E)=263.13 I \ LOT 1 N TO CB#1 - 35.0' = do \ 5"' LF AT 4HOPE TM%SWR WATERO HYDC2RP 21/ 6S: ¢ II WATER CORP. TIES: J ) TO CB 2 - 13.8' �o rn To CB#2 - 46.3' R=113.50' L=29.53' Q f U ro HD 3 - 38.2" z o I R= 113.50' L=26.21 ` # d 1 N N CH=29.44' N1353'40 E a s Uo m� N o 1 Q� ro ce#12 - 21.e' 1 ASPHALT Cj•K �� CH=26RUBBLE. 16' S00'10 20 E W 1h¢ ADDRESS No. 16A I I DRIVE Q X 0 OU APRON N I .L - U �\ SMH#1 TF=26790 3 rnnJl > J ARROWHEAD ROAD O LOT 8 of L 2 SEWER CORP TIES: CRA_ R_ '11 aN SEWER CORP TIES: Q APPLE 24 INV( )=259�03 z WYE AT 1+01 L WYE AT Ot76 R I- A SEWER CORP TIES: 0 00 Cc 42 LF 6" SDR 26 ADDRESS No. 25 o--- -- -- _ i� TREE WYE AT 0+40 L 14 LF 6' SDR 26 TO EX MH#1 - 86.5' T- .- \ 60 LF 6" SDR 26 00 'i TO EX MH#1 - 102' TO MH#6 - 73' JULIANS WAY I K h - - TO EX MH#2 - 93' t 4LF TO MH#6 - 91' `-� 'I # 1" COPPER WATER 1 24" HOPE TO MH#6 - 68' w SERVICE (TYP/CAL 3, 3 U ¢ Y STM SWR 0.5' WIDE SUPPLEMENTAL 1" COPPER WATER J WS UNLESS NOTED) ;� o I �. ¢ 50626 20« W SIDEWALK EASEMENT - SERVICE (TYPICAL U ti J U , g 2" ` 1 konk UNLESS NOTED) �° 2 0 1 `� 53.43' GRANTED TO THE CITY ` 00 0 O U U N06 26'20 "E OAK ea 1 ' �AK OF SARA TOGA SPRINGS TREE 6 U 6 00 REE O INSTRUMENT No. 2021037440 "' 3 OL I C MS S82 08'40 "E 155.00' 48.9039.99' ° 1cv 1 N83'33'40"W wl' LF Mcv 0.5 ,564 46' `\12f S83.33'40"E 3t LF ` I R=113.50' N OAK \ CRAB {/P '° 10. 09' MH #1 TF=268.35 HYD WATER SHUTOFF TIES: �' INV(0)(N)-25B.27 10 15'x20' SUPPLEMENTAL GV #3 WATER UTILITY EASEMENT - TO HYD#3 - 18.8' L=23.67' FEEN TREE LF LOT 21 28.8' - GRANTED TO THE CITY OF CH= 23.62' ---0 WATER SHUTOFF TIES H 11.25• I R= 113.50' SARA TOGA SPRINGS [WATER CORP. TIES, TO MH#1 - 23.3" NOO28'00 E Y MJ = 19.86, WATER SHUTOFF nEs, ADDRESS No. 28 v INSTRUMENT No. 2021037441 '# BEND '< TO MH#1 - 53.1' JULIANS WAY TO HYD#3 - 20.2' TO HD#1 - 30.4' 8t aj Z CH-19.83' TO MH#2 - 40.8' ws W--- 0 To CB#12 - 28. 1' 1 w WS �� ma S1127'10"W 1 WATER CORD TIES LOT Q 0i' � O � � 1 _ _ ALO STORMWATER _ TO MH#I_ I Jor- o WATER CORP. TIES., 3t LF LOT 2 TO HYD#1 - 15. 1' ciJ M UU V -- INFILTRATOR (TYP) TO MHTO #I - 36.9' ADDRESS No. 27 ASPHALT ¢ b �\ SEWER CORP TIES (\ d' U 1 0 � RECORD DRAWING CERTIFICATION/CONSTRUCTION CERTIFICATION: I, JOSEPH C. DANNIBLE, REGISTERED LANDSCAPE LANDS N/F OF ARCHITECT No. 2,288, IN THE STATE OF NEW YORK, WAS BURNS RETAINED BY SPENCER'S LANDING LLC TO UNDERTAKE OR BOOK 1726 OF DEEDS AT PAGE 540 CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER 24 EAST RIDGE MY SUPERVISION PERIODIC INSPECTIONS AND REPORTS, AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS OR ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. 1 704.09' C. DANNIBLE OPEN SPA CE AREA #2 o LANDS CONVEYED TO SPENCER'S o LANDING HOMEOWNERS' ASSOCIA TION INC. 00 O INSTRUMENT No. 2019005387 v; S ¢O ASPHALT WYE AT 1+36 L JULIANS WAY DRIR= 2 14 LF 6" SDR 26 �O N \\,o -86.50 0' s s DRIVE ADDRESS No. 168 TO EX MH#2 - 137.5' 1 ° � =33.17' Fj.� ARROWHEAD ROAD TO MH#6 - 56.5' 1 SEWER CORP TIES ` \ #2 z C = 32.97' rn N05 30'30 'W „ SEWER CORP TIES: 6 WYE AT 1+24 R 46.15' \\ Q WYE AT D+68.5 L 3 �L 42 LF 6' SDR 26 n HYD to S05 28'2Q"W 28 LF 6" SDR 26 LOT 20 S6, 3 O TO EX MH#1 - 136' 3. 6 4 #1 � \` > --0 TO MH TO 2 - 49' 3 SO " S82.08'40 "E 155.00 c� ro MH#1 - 43 15 N 268. - a Ws _W. - # oA '\\ � �p L=53.57' ADDRESS No. 30 4g 63• F !�E ��� CH=53.44' JULIANS WAY MH #6 TF=268.55 p L=37.95' o -3 N1224'10"E INV(I)(S)=258.22 WATER SHUTOFF TIES: z "w CH=37.92' �, 2 `V 0� WATER SHUTOFF TIES. OO LOT 19 2" OA lNV(0)(N)=258.18 TO MH#6 - 38.5' g'30 WS 4 \` nc MH #2 TF=268.45 AIL OAK r - °I ° 70 CB#13 - 40.2 c�g� i LOT 10 S09 25'50 "E 10t O INV(I)(SE)=258.89 10 TO CB#4 - 11 2 O� TREE a 1 `n ADDRESS No. 29 ; - z 5 \r lNV(0)(N)=258.81 i ADDRESS No. 32 O -I LOT 3 WATER CORP. TIES: JULIANS WAY a'f 0, = d u 1\ 3" a' aL ALO STORMWATER ' WATER CORP. TIES: ' TO MH#6 - 39.2" 5PNA ° N Q OAK INFILTRATOR (TYP) ULIANS WAY °.i TO CB#13 - 40 C', A DRIVE Q " TREE ) TO Al - 21.8' ry �- N 1 WATER SHUTOFF TIES: TO CB#4 - 273' O. 5' WIDE °,� �? _ \ CB#4 TF=267.50 \ WATER SHUTOFF TIES: O I ADDRESS No. 18A I TO HYD#1 - 28.2' SUPPLEMENTAL o•5' i2" INV(SW)=263.6E co/ °I ARROWHEAD ROAD TO MH#2 - 39.1' 12" INV(NE)=263.62 TO MH#4 - 14.5" w SIDEWALK EASEMENT - .22.5' L. SEWER CORP TIES: MJ J�, SEWER CORD TIES: ^ _ WYE AT o+27.5 L GRANTED TO THE CITY BEND TO CB#6 - f 0.9' 1 V I 14 LF 6" SDR 26 WATER CORP. TIES OF SARA TOGA SPRINGS c �\ . / WYE AT 0+83 L LF O k ASPHALT TO MH#6 - 32.5" TO HD#1 - 31.0' INSTRUMENT No. 2021037440 oo �''� O m \ 0 �. RUBBLE 28 LF 6" SDR 26 WATER CORP. TIES, / h DRIVE TO MH#7 - 276.5' TO MH#1 - 59.8' 1 165 N m Q APRON SMH#2 TF=268.00 TO MH#2 - 92' TO Ml - 16.4' 4 Y n 7 a 1 �y P 12" INV(SW)=262.60 TO MH#3 - 36' TO CB#6 - 20.9' ¢ a Io L=61.93 J �P 24" lNV(NW)=259.85 26 °I N 1 � SEWER CORP TIES: � CH= 61' SO' O" \ SEWER CORP TIES 3 I ¢ I o-�•no'nn"c 155.00' pj WYE A7 0+43 R S1944'10"E n/ �p�� < 12" HOPE STM SWR � MH44 LATERAL LOT 18 ADDRESS No, 34 JULIANS WAY DA TE O z W U z W er j W z Fo ti in Q � W = a O In Z Q z Q W 0 z 0 U W Q; LANDS N/F OF SPENCER, Et al. INSTRUMENT No. 2013003498 - - .wc vv -ry ■ N 4Z Ll- b 506M Zb O TO Al - 61.5' 26 1 TO CB#6 SD6' J Z CCT/ A REE rn �� �O TO Al - 59' TO MH#4 - 47J' / LANDS N/F OF O TO MH#2 - 60.5' O 3" ��� O TO CB#6 - 64.8' u�\ pGA MH #3 TF=267.40 (x SPENCER WATER CORP. TIES W WATER SHUTOFF TIES: „� ,, �� Gj.B /NV(I)(SL)=259.51 C�/ BOOK 724 OF DEEDS A7 PAGE 537 0 12' HDPE STM SWR o TO MH#4 - 48.3' O TO B#15 - 49.9' 39'3 00 23 LF AT 2.61% -.�">' lNV(0)(NW)=259.41 Q.5' WIDE SUPPLEMENTAL ,� TO CB#5 - 65.6' # 516 SIDEWALK EASEMENT- � �F Id / WS GRANTED TO THE CITY ry 00 LOT 11 MONUMENT ,/l3 % WATER CORP. TIES - ClR$ (EDP) O 0� P <O OF SARA TOGA SPRINGS � SMH#s rF=263. so W------ LOT 4 TO CB#14 - 27.8' °O / O°,�' Off. 20) INSTRUMENT No. 2021037440 •ry SEWER CORP T7ES: 12' 1NV(S)=257.80 TO CB#15 - 49.7' F �` / 24" INV W-256.00 O I TO MH#2 - 22. 8' ADDRESS No. 31-�/ o� \o °6 s- ry O � 7 S WYE AT 1+72 R ( )- ADDRESS No. 18B I To CB#3 - 5.3 7' JULIANS WAY �0 267 C / 42 MH#LF 4 SDR 26 ' O /� `` �S s7• ALO STORMWATER INFILTRATOR (TYP) �/ TO MH 4 - 75.5' 1 OAK-"""' 0 0•• Q / r0 CB#8 - 73' TREE ARROWHEAD ROAD 65' vs �G�m 22.5\ OAK° a i <� �!r 9p y M✓ R C' Q SMH#3 TF=266.35 SEWER LATERAL TIES: WATER CORP TIES '1 / ° C+O O �>. N 6 1 \ 12" lNV(S)=260.85 1 + 10.5 L TO MH#2 - 19.0' -p '9 BEND / �'� 2S . ASPHALT 14 LF 6" SDR 26 TO CB#3 - 52.5' ti0 ti I ° it R Sy¢ 006,` 24" INV(W)=258.85 CB#10 F=262.80 aI2 DRIVE TO MH#6 - 196 �P�� I \ v <� oQee"t- ) !y p 12" InlO=256 70 o / _ ¢ To MH 7 - 1ss' IE r� e `� p ?CB#s W ^� LANDS N/F OF ¢ U d Z SEWER CORP TIES: 7F 26755 P 0 s. �•q `\ �!!P -\ ' .��. ! ; 5 HDPE F=265(7) GENNE T T WYE AT 0+24 R � \ , STM SWR 12" INV S-267.45 42 LF 6" SDR 26 12" INV(NE) L=54.44' S "1 °u Q TO MH 2 - 47'=264.28 CH=54.35' \� F+ ��°o�c 2 OOyg r 12"INV(N)=261.45 ^ / BOOK 1705 OF DEEDS O 155.00' Q.� �- TO CB 3 - 54' S31'44'S0"E OAK ��tiee�F �9<A� < a� (� AT PAGE 727 S82'08'4_0"E Q, O ` O Pti'9<T 1 " COPPER WATER � '1.� 2 r � LOT 12 0 J 2 7 C 6 \ A 2 R/ SERVICE (TYPICAL nl _- (i2. 4 ` Q SMH#4 TF=264.75 0� 00 UNLESS NOTED) b 12" lNV(S)=258.55 ¢ (O L=68.51' �, o •pe 22 5' M✓ 0 p MH #5 ¢ 3 WATER SHUTOFF TIES: N LT BEND o 72" HOPE S a 3' �3 ry ry 24" INV(W)=257.27 F=263.65 �1 ADDRESS No. 33 CH= 68.33' b �G STM SWR OqK O 40 q �0 INV(1)(NW)=254.74 3 2 TO CB#15 - 43.B' 0 JULIANS WAY S44 26'20"E qA�B< s?' F AT 4 REE \�F EX WV(l)=254.74 $ 1 0 TO CB#16 - 29.7' %. O�c�` ,i.0 4 88 ALO STORMWATER CB#B F=263.70 R U ��j2 7 ' C\�I65.9 �w 8" gSpy 7)- INFILTRATOR (TYP) 12" INV(N)=259.35 O- EX INV O =254.64 W 3 WATER CORP. TIES., 6 WATER SHUTOFF TIES. Of C\� DV A R qLT 12" INV S =259.92 Q.GJ 1 " COPPER WA TER i R N ` C S• 07V j ()- U R <� LOT 5 TO CB#15 - 43. 7' TO CB#3 - 10.7' SEROPE VICE (TYPICAL 61 ° Ilk CUTe (<� / `V S l CUVl �° �? 41 = 1STMHSWR W O TO CB#16 - 29..3 I TO MH#3 - 33. 7' UNLESS NOTED) o' q'O�P F �� / /p �UTB ✓ v OAK REV ALO STORMWATER 7 LF AT �.Lin ADDRESS No. 20 N 1 WATER CORP. TIES lil 3 / 36 RQ1pOS265.3 %�� N �� A;.. FEES EP CMS INFILTRATOR (TYP) 19.71% UP W/ N \ E� P Y2 S81 07'20 E 115.28 GUY KS ARROWHEAD ROAD OAK SEWER CORP TIES: SANITARY SEWER UTILITY TO CB#4 - 23 3' ! F e / G,7T \? e Ln WYE AT 1+82 L ` i °< ?O' `� S qT 7 0 z N 14 LF s" SDR 25 EASEMENT AS GRANTED TO 41� L=53.27' l gpee<F v / q< TR ?� �� _ l U ASPHALT SARA TOGA COUNTY SEWER RO O �� �� EF �'� ARBORVITAE 4t LF I N DRIVE TO MH#6 - 182' O. 9 ° N ^V - 0/A �'W_G, T \ ° TIP \_ C. r\ TO MH#7 - 125' DISTRICT No. 1 OVER a / �' Q. / SEWER CORP TIES: LOT 13 CH- 53. 19' �,IR ¢ q 1 WYE AT 0+59 R '� S57"00'40'E / 6 WS gTFR 49• �s4 3 T 12" OA JULIANS WAY) 42 LF 6" SDR 26 / / (f ?`3\ 3 MA7N \ STM SWR �' `S 9 - 'G TO MH 3 - 70' ADDRESS No. 35 bbd 4�" OAK OYi�6 LF AT - < (DEDICATION - INSTRUMENT No. vj a' TO CB#3 - 40' ' ° l EE CU 13.33% 12 HOPE STM SWR ``- JULIANS WAY �� 28 LF AT 2.07% FOCC ° Q 1 155.00' 2019036332) / e 2" OAK ° S82 08'40"E 5z �. s ' ° s 4 / \ 3 4" ^' 3 (PERMANENT EASEMENT - Q- � CB 5 F=265.65 7. O ° qSp `I � 3� � WS 'A' TREE P # O' q,o hql 7 COPPER INSTRUMENT No. 2019036333) SD ` Sj 12" INV(N)=262.49 O / RON q FOCC WATER d 3 0o WATER SHUTOFF TIES: �. ^ / 90, SERVICE 0 n TO C8#3 - 73.9' i0 ° 3" OAK W\ �. Qy TO MH#3 -- 40.9' MH #4 TF=265.60 0 S8 REE t WATER SHUTOFF TIES: INV(I)(SL)=257.37 Q• 5' WIDE 00 o�R 2" c /c ^ 2 O 0 TO CB#16 - 41.7' h� INV(1)(SL)=257.37 SUPPLEMENTAL �PhgT7 q COTe TREE EE 629 O ASPHALT TO CB 17 - 39.3' WATER CORP. TIES INV(0)(SE)=25727 / R7Vf 1-;a Sph, # SIDEWALK EASEMENT - ! qA q�r Q p1 DRIVE TO CB#3 - 72.9" ,j /p0 J` \ 263.4-"o NII IO 100 WATER CORP. TIES. d C �3 W ?y LOT 6 TO Ill - 37. 4' / GRANTED TO THE CITY Fac a MCV x TD :#_16 - 41.7' L=2. 00' SIGN ro ce#17 - 3e. T OF SARA TOGA SPRINGS ry j STOP 44 • (F LOT 14 INSTRUMENT No. 2021037440 °' F CO W Gv q h CH=2.00' eve Nc IVq ry o =`1 #1 I --w- ADDRESS No. 22 0 1 SEWER CORP TIES., ADDRESS No. 37 / S61 51 '00 "E 04 <WS ARROWHEAD ROAD O0 42 LF 6" SDR 26 OLP O MH#3 LATERAL JULIANS WAY / P ^ TAPPING CB#7 TF=263.70 �� LOT 15 INV(N)=260.50 R= 113.50 ry SLEEVE TO MH#3 - 43' �� 12" HDPE �s TO CB#5 - 90' 5t LF I 1 " COPPER WATER SEWER CORP TIES: 2 • O WATER SHUTOFF TIES: SERVICE (TYPICAL WYE AT 2+76 L �S 70 L _ 15. ADDRESS No. 39 CH=31.35' ss sTM SWR UNLESS NOTED) 14 LF 6" SDR 26 °°'' �7iS' OJ TO CB#s - 35.7° JULIANS WAY LOT 16 R=86.50' TO i 40 LF AT TO MH#6 - 274' NOTE: �� �`�' # ° L=16.56 N5928'50"W �. '' CB#9 2.98% �al TO MH#7 - 35' � ADDRESS No. 41 M TF=262.55 3 i i THE SPENCER'S LANDING HOMEOWNERS' C9 WATER CORP. TIES: JULIANS WAY 12" INV(N) # ADDRESS No. 43 SPENCER ASSOCIATION, INC. HAS AN EASEMENT TO CB 5 - 13.4' N6725'00"W 25s.8s lo 1 CMS OVER THE PROPOSED CITY R. 0. W. TO _ WATER SHUTOFF rlEs: LOT 1 7 21, 30' / I #6 S82.08'40"E �� 155.00' MAINTAIN THE ENTRANCEWAY, r TO MH#4 - 36.6' 1 'S o e � TO C8#5 - 44.0' C U BOULEVARD ISLANDS & MAILBOX KIOSK I WATER SHUTOFF TIES: / JULIANS WAY LANDING SIGN �O TO CB 7 - 45.9' R . I �TF=268.8it SEWER CORP TIES: .INSTRUMENT No. 209005388 �# # TO MH 4 - 30.0' ^WATER#CORP. TIES TO CB#B - 571' / LA CB 2" OAK42 LF 6TSDR 26 ° r0 B s - 4s.2' GRANT TED STONTHE SPENCER S # / N62 24'30 "W TREE I TO MH#4 - 53' WATER CORP. TIES I TO CB#5 - 27.5' CID TO CB#8 - 478' SSOCIATION, I�ER$, 3 INC. TREE 0 TREE 1CB O � 5t LF I X (Dry SEWER CORP TIES: S� / INSTRUMENT No. 2019005388 R=3O 00' Q. W oII 4 a W ¢ LLl 15' OL N UY 30 N 2J MPH c, / 3 SIGN O MH GV #6 LOT 7 75 ADDRESS No. 24 ASPHALT ARROWHEAD ROAD DRIVE WATER SHUTOFF TIES: TO MH#7 - 28.2' TO B#17 - 29.7' WATER CORP TIES: To MH#7 - 30.5, TO CB#17 - 29.9' SEWER CORP TIES.• 18 LF 6" SDR 26 TO MH#7 - 18' TO EX H D 'A' - 95.5' 155.03' N87 '06'40"W NEW CONCRETE SIDEWALK AT OLD CONCRETE SIDEWALK LOT 26 (SEE FILED MAP "W-340 ) ADDRESS: 26 ARROWHEAD ROAD `n 00 Mi L0 O V) `97 WYE A T 2+ 18 L O OPEN SPACE AREA #1 I ° / L=49.75' �' 42 LF 6" SDR 26 ry ry°' 79 TO MH#4 - 54' OJ SEWER CORP TIES: / ' LA �• 92 TO CB#7 - 110' .ry WYE AT 1+46 L j WATER SHUTOFF 7)£S• i \ I 1p tie ov O N19 54'50"W 42 LF 6" SDR 26 TO CB#7 - 48.3" OAK LANDS CONVEYED TO SPENCERS LANDING I ry TO CB#7 - 4s' �ry TO CB#9 - 30.8 SEWER CORPC0+7 TIES TREE HOMEOWNERS' ASSOCIATION INC. ' �' TO Al- 113' WYE AT , SDR L o- O �\ 36 LF 6" SDR ' O - --�6g3,j 00„w TO CB# - 47 1' TO CB#7 - 27.5' \' 7 INSTRUMENT No, 2019005387 I _ �� 24 TO CB#9 - 33.4" 3" SPRUCE Q 63.06' 105.76' TREE o 40 O I EXISTING DE D STRICTE A A I N81 •06'40"W 168.22' IN TRU ENT No. 20180119 5 I LANDSCAPE BLOCK I I RETAINING WALL i I I I I LANDS N/F OF WA TER'S EDGE/WOODLANDS ON SARA TOGA LAKE HOMEOWNERS ASSOCIATION, INC. LOT 13 (SEE FILED MAP "W-328') LANDS N/F OF GREENBERG INSTRUMENT No. 2007004352 UNI T 83 �- (SEE FILED MAP "W-3 I 545. 78' 715. 17' Q NEW CONCRETESIDEWALK AT OLD CONCRETE SIDEWALK 30 0 30 60 120 GRAPHIC SCALE (IN FEET) 1 INCH = 30 FT. 11' WIDE STRIP B" - LANDS AS DEDICATED TO THE Cl TY OF SARA TOGA SPRINGS AREA = 9881 SQ.FT, INSTRUMENT No. 2019006642 G3' 5.0 3 J Ll. z LU N „ Q Q r h � all 0) 1 0 pp N O � N LJ M 0) W 0 y� 'f 4 Q U 0 a z s Q Q U ~ J Z0 Z 0 Z J a W O b� w Z � O ry W U) r^- V J ''0- W v/ (� Z M� W 0 O Q Ill 0 0 z W Ill0 QU ~ LL1 LL 0 0 I- ~ U � Q U < DRAWN BY TSH CHECK BY TJM EDP PROJECT NUMBER 12245 THE ALTERA7I01V OF 774ESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL. (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCH/TECT OR SURVEYOR FOR A SURVEYOR, IS A WOLA7I01V OF THE NEW YORK STATE EDUCA7/ON LAW AND/OR REGULA77ONS AND IS A CLASS 'A' MISDEMEANOR. REVISION DATE BY ADD THE RECORDED EASEMENT DEEDS AND CITY COMMENTS 11-2-21 TJM FINAL REVIEW 6-16-22 TJM TIMOTHY J. McALONEN PLS 50,471 tmcolonen@edpllp.com �OF NEw E 41 E O c� r Otis, 05047� J�� DLANDS�` SCALE: 1"=30' PB# 17.075 SHEET TITLE: AS -BUILT SURVEY PLAT FOR THE DEDICATION OF JULIANS WAY (AS EXTENDED) SHEET: 1 of 2 O o0 4 Y + ¢ mo 0- ¢¢ U7 o a�� 0_ W v)�� M W N o W O II r Q 0 Ili > 0 w t0 C31 Y W W 280 N o II 1- o o� 0 O O I `tom^ to = + 00 I ac = + Lc)O In SON (14 tV 2 CNN 1� D t0 N to O O' N N O IIN o N II ¢ 70 U 00 Ui t0 �v~i� p N II r� 0 �"� II XN qo LL NO w L� u¢i(~nw- N o N 275 - __ LL . � + m Tao .__.. __ M O 40 CN *_ - CB#5 TO CB#6 II U II N LL o 0) N o N ^ rTN 00�N t" L O1¢ II¢ :II 0¢ II¢ mF-W m II mf-W 12" HDPE Q F-W vcn� m W UcnM Ut/1F m j 22 LF AT 4.73% l0 �� = mM m U Uv U m U U U m U EXISTING CB#6 TO CB#5 NN GRADE '.12" ADS N-12 z- 37.�-- 270 - -_ - --- -- ;— -- all CB#8 TO CB#7 ¢:W 12" ADS N-12 of c~i1 w 27 LF 0 2.04% CB#9 TO CB#10 CB#7 TO CB#8 12" HDPE 40 LF AT 2.98% CB#10 TO CB#9 12" HDPE .25' 265 12"..ADS N_-12 28 LF AT 2.o79G - ---- 40 LF 0 1.50% STM MH#3 TO CB#6 CONNECT TO EXISTING WATER MAIN W/ ALL STAINLESS STEEL TAPPING 12" ADS N-12 SLEEVE AND VALVE, IN ACCORDANCE 11.0� INF SECTION#4 4 LF ®6.25% WITH CITY OF SARATOGA SPRINGS INF SECTION#5 STANDARDS. CONTRACTOR SHALL VERIFY EXACT TYPE, SIZE AND LOCATION PRIOR TO CONSTRUCTION '�., n- -CLASS 52 WATER MAIN 260 SEE UTILITY AND GRADING ,y PLAN FOR OFFSITE SEWER CONNECTION 255 18- MIN. SEP. STM MH#5 TO CB#10 12" ADS N-12 5 LF 0 10.00% 275 270 Nov 260 255 250 © 2019 BY ENVIRONMENTAL DESIGN 250 un to '1� O r n O O O O � Ln N N N � O 0 L LO II II � z z N N II; 245 O - -z z F z --- > > z z DOcoco Z u) (n o N N O O m m m 240 cn cn V) U U ca —0+50 0+00 a00 0 Oa) Ln N In 11 ad N N II O II Z0 Z >> - ZZ 00 U mm UU 0 O 07 O LO N (D N N II +_0 _- 0 > >> ZZ ! � N I- 00 00 m m m U U U 1 +00 O LO N M O m cn 0) N H N N 00 II 0 Z0 > >> ZZ 0000 m U (D 00 O n to o N O II �Lcj � I- M O N M zQ II cn In1y EXISTING GRADE STM MH#2 TO C8#4 12" ADS N-12- 4 LF 0 /6.25% SDR-26/ 18 MIN. SEP. M MH#4 TO CB#$ ADS N-12 LF 0 6.25% T--- AS -BUILT 8" DIP WATER MAIN L O O N d r " N Ln "' Ln Ln °° I II N 00 - N N z z 0 N N O N zzz -_0. II 0_ ._- - ?o O zz (D� z N N N Ln O co I zaQa m m m V) (A U) U U U 2+00 3+00 rn to N to I to v N I11 NN 0 ?O > >> ZZ to t m U UU Z z (000 to OD to N IIi O O DO to N LCj II U. ~ D t0 + 00 t0 N N = tl mo tll aa� H o Ln I- cn cn F_ i) CD m 0Hl- U Q II m U Ocn� CB#4 T& CB#3 12" ADSN-12 23 LF ®3 04% CB#3 TO CB#4 12" HDPE 23 LF AT 2.61 % ff INF SECTION#2 0 0 O 'I� n (O O N � N II N II 0..- O z z z m m In U U U 4+00 x IY 1 �H 3 Q3 O LLO J 0 J J J LL J G. II � II I- H 0 ?0 > > > Z ZZ m mm U UU PVI STA = 5+ 18.18 PVI ELEV = 269.22 L = 100.0 M.O. = 0.34 F.G. = 268.88 r J (•t 00 g (0 00 W P6 0O 00 ¢ LO 11 > z F J ¢ (n w Of 0 8" D.I.P. CLA S 52 WATER M IN -26/35 00.53 86 LF 8" PV to M tp O N o p I N + (0 tLn N _ it t0 0zQ II = N V)F II m U CB#1 TO CB#2 12" HDPE 24 LF Al _1.50 #2 Tp CB#19i CB 12" ADS N-12 23 LF 00 87%� INF SECTION#1 - -- - 130 LF 8 PVC SDR- E STM MH#1 TO CB#2 12 ADS N-12 43 LF 0 3.49% 18" MI SEP. w 0 ¢ c5 (311 0 a Z r U1 V7 n Cn 0) � U X Z 6 u� W Q (0 M Qo N U �� V) F- J W W W ¢ Q W O W cn O (ID o In Nto I _+� II W to N H Q II O N w V) I__ r p � + (0 - — (0 F N � W U �73 w U) 0 i X 00 00 rM 00 oo d �n N i ojm LO N I mar- N (N zo I O (n Ln N I I Z0 I N NN H N II �� z ? z Z -- - a z Z O II Z O 0 — -- -- -- z z Z z z co co I 00� j - - - 00co00 N N I N N = = I �k ! I�I 1 N N i V)� 0� I �m WwW 5+00 6+00 7+00 M to 04 M ON N to M N F N II D II 0 Z0 JULIANS WAY PROFILE ? SCALE: HORIZ 1"=50' U NN mm VERT 1"=5' UU 275 PAN 265 260 255 %•mel CONNECT INLET PIPES TO DISTRIBUTION PIPE WITH 6"X6" PVC GASKETED 90' BEND OR TEE (TYPICAL) Well] mWA 270 { 265 CONNECT TO EXISTING WATER MAIN AT EXISTING GATE VALVE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRING PERMITS PRIOR TO CONSTRUCTION ---- 260 CONTRACTOR TO CONFIRM EXISTING LOCATION, TYPE AND SIZE OF WATER MAIN PRIOR TO CONSTRUCTION -- - 255 CORE DRILL EXISTING MH AND INSTALL RUBBER BOOT TYPE PIPE CONNECTOR SUCH AS KOR-N-SEAL OR EQUAL ----- - 250 165t LF 6" PERFORATED PVC SDR-35 DISTRIBUTION PIPE. INSTALL LEVEL. INV ELEV=266.80 267.5t - 245 • PROPOSED CONCRETE SIDEWALK 275 270 265 255 250 245 i O O Ln Lp O I\ N �a +� _+(0 I O N M N i alQ� V)0I- xIQ-� WOlH nNG I - - - -- + GRADE - I I I EXISTING STORM PIPE I O A.L.O. QXISTING 8" WATER MAIN i 167 LF 8" pVC - t 2 SI ® 0. i i i O x o' v a Ln Ln CO CORE DRILL EXISTING MH AND INSTALL rn RUBBER BOOT TYPE PIPE CONNECTOR 0 Ln Ln N SUCH AS KOR-N-SEAL OR EQUAL N N N II IILn Z Z N O Z >> _ _ - — - zZZ zZ I 00 CO 00 I 00 00 Ln Ln L I � <<< wW 275 WIN 260 255 250 245 240 240 —0+50B O+OOB 1 +OOB 2+OOB 2+50B KAYDEROSS PARK SANITARY SEWER PROFILE 155t LF 6" PERFORATED PVC SDR-35 DISTRIBUTION PIPE. INSTALL LEVEL. INV ELEV=266.80 SCALE: HORIZ 1"=50' VERT 1"=5' CLEAN NO.2 CRUSHED STONE CONNECT INLET PIPES TO DISTRIBUTION PIPE WITH 6"X6" PVC GASKETED 90' BEND 268.9t OR TEE (TYPICAL) 85t LF 6" PERFORATED PVC SDR-35 DISTRIBUTION PIPE. INSTALL LEVEL. INV ELEV=265.80 267.5t BOTTOM OF STONE ELEV=266.25 BOTTOM OF STONE ELEV=265.25 I BOTTOM OF STONE ELEV=265.251 I� 175't -�� 285't 98't "11 0+00 5+58 A A UNDER SIDEWALK STONE INFILTRATION TRENCH SECTION SCALE: HORIZ 1"=50' VERT 1"=5' RECORD DRAWING CERTIFICATION/CONSTRUCTION CERTIFICATI I, JOSEPH C. DANNIBLE, REGISTERED LANDSCAPE ARCHITECT No, 2,288, IN THE STATE OF NEW YORK, WAS RETAINED BY SPENCER'S LANDING LLC TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION PERIODIC INSPECTIONS AND REPORTS, AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS "AS —BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS OR ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. PARTNERSHIP, LLP, ALL RIGHTS RESERVED I X O oI X j I Q Q I I Q Q I UNAUTHORIZED ALTERATION OR ADDIT70N TO 245 w W `� `� 245 THIS MAP IS A VIOLATION OF SEC77ON 7209 SUBDIVISION 2 OF 77-IE NEW PORK STATE EDUCATION LAW. —0+50A O+OOA 1 +OOA 2+OOA 3+OOA 4+OOA 5+00A 5+50A COPIES FROM THE ORIGINAL OF THIS SURVEY ARROWHEAD ROAD SANITARY SEWER PROFILE MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ❑ coco 14 Joe si cPs VERT i"=5' SCALE: HORIZ 1"=50' SE C. DANNIBLE ATE u t 3 Q � NLIJ a W c Z Z V ttpp , O .. h r- 0) N (D 1 0C 00 N O N W 0) m O 0 U O a Z QU ~ Z� J rZ 0 z Q O w Z i U O WlU!n) �/ / V Q L.L Z 0� LLLL Q Z 0 w F0 � Q � U W W Q 0- �W m � O D ^ O �— U ~ Q U ca DRAWN BY TSH CHECK BY TJM EDP PROJECT NUMBER 12245 THE ALTERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A FOR COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A WOLA77ON OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR. REVISION DATE BY _ FINAL REVIEW 8-16-22 TJM SCALE: AS NOTED PB# 17.075 SHEET TITLE: AS -BUILT ROAD PROFILES FOR THE DEDICATION OF JULIANS WAY (AS EXTENDED) SHEET: 2 of 2 a N a (O a 0 N N 0 N a 1 75 U C 0_ N U C U) / 0 0 C 0 C i a V7 C O C (n C7 O Q Of ¢ cn / o-