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HomeMy WebLinkAbout20190084 Regatta View Phase 3 Final As-Built of PathCIRF (EDP) S08 31 '30 "E 45.62' LOT 1 1N ADDRESS #1 N DARTMOUTH WA Y 3 3 I W ry I �I �1 (Z w 2I r^ �►J O J rDW26F=2 Z 62.60 T IN V (S)=253.91 SEE SHEET 2 OF 2 FOR MAP REFERENCE, SURVEY NOTES, MONUMENT TIE TABLE AND LEGEND CIRF (EDP) CIRF © 2023 BY ENVIRONMENTAL DESIGN 4" 3" (EDP) S08 `31 '30 "E 75.37 PARTNERSHIP, LLP, ALL RIGHTS RESERVED MAPLE MAPLE Ok TREE TREEMAPLE 4" �/ �. UNAUTHORIZED ALTERATION OR ADDITION TO TREE MAPLE J. O CIRF k 6� THIS MAP IS A VIOLATION OF SECTION 7209 LOT 26 TREE SEE (EDP) 9' SUBDIVISION 2 OF THE NEW YORK STATE n )� q EDUCATION LAW. LANDS TO BE DEDICA TED TO THE REGA TTA VIEW, INC. SPRUCE )) �), �0 LOT / O COPIES FROM THE ORIGINAL OF THIS SURVEY (A HOMEOWNERS' ASSOCIATION) ) MAP NOT MARKED WITH THE LAND SURVEYOR'S 3•- SPRUCE r, ` kIe 4J6 ADDRESS #19 EMBOSSED SEAL VALIDALL NOT BE TRUE COPY.ONS/DERED A (SEE MAP REFERENCE No. 1) SPRUCE 4" " `✓ 5 1 SPRUCE SPRUCE 3 CIRF DARTMOUTH CIRF CIRF CIRF CIRF CIRF SPRUCE CIRF WAY ❑ coco 14 Joe zo cPs-R (EDP) (EDP) (EDP) (EDP) - (EDP) 388.87' (EDP) (EDP) 48. 73' 49. 81 ' 67.50' 44. 50' 31.86' 46. 53' 60.32' LOT 9 N N ADDRESS #77 0( N N o) O W DARTMOUTH L PP LOT 2 LOT 3 LOT 4 N LOT 5 N LOT 6 N LOT 7 LOT 8 YWAY S ADDRESS #3 N ADDRESS #5 N ADDRESS #7 ADDRESS #9 ADDRESS #11 ADDRESS #13 ADDRESS #15 �\ O�C1��0`L10 DARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH DARTMOUTH N DARTMOUTH WA Y WA Y WA Y WA Y WA Y WA Y = WA Y I, v Z FILED GREAT LOT FILED GREAT LOT FILED GREAT LOT FILED GREAT LOT FOUNDATION MAP FOUNDATION MAP �- FOUNDATION MAP FOUNDATION MAP CIRF WATER SHUTOFF TIES: 'EPP ) M202121 ? M2021135 M2021216 M2021065 TO CB#3 36.6' �"AP URT A$ ro MH#5 - 50.8'RE f H PER ERC/VCE No. WATER CORP TIES: WATER SHUTOFF TIES: TO HYD#3 - 18.8' TO MH#1 - 24.2' WATER CORP TIES: TO HYD#3 -- 22.5' TO MH#1 - 14.2' SEWER LATERAL TIES: TO HYD#3 - 35.8' TO MH#1 - 43.8' O O 3 3 EH � sTS OLP O CTV EH MNF POROUS ASP DRIVE MNF 5.21 ' 1 3 °�^ GSV - ,-CONCRETE SIDEWALK ° O HYD GVB e POROUS B #3 ASP APRON J I O tl CURB CUT {n .I,1 J W/ TAPERS TAPPING wn ry i{ SLEEVE 11, \ i 9 tea/ 16 2 ry w - w -- W GV GV TOWER w 2' 05 #4 FOCC J 3 Obi S CO A' _� FOCC U. 3 3" APPLE J OHUL 00 TREE MC N n 3 M I 3 CURB CUT - W/ TAPERS 4 REVISED SIDEWALK EASEMENT #1 AT SUPPLEMENTAL MULTI -USE PATH EASEMENT 3 pp°e GSP 2 OAK TREE N08 31 '30"W DWS 18.43' 46.33' EH O CIRF - CIRF I EDP CTV MON#3 SL J (EDP) POROUS IASP ' DRIVE I I Y J 3 I WATER SHUTOFF TIES:. W' TO MH#1 - 2 N I 51. TO HYD#3 - 51.9" ti - LQ, 3 2 WATER CORP TIES: TO MH#1 - 15.6' I TO HYD#3 - 20.9' " I SEWER LATERAL TIES -- TO MH#1 - 34.2' 63.1' 3 ITO HYD#3 - WATER SHUTOFF TIES: WATER SHUTOFF T/ES: WATER SHUTOFF TIES: _ _ 70 CBlj'3 - 40.5' Z TO HYD#3 - 51.4' TO CB#1 - 10.7' TO SMH#2 - 19.3, '-w'--� °p "C�� TO MH#5 - 5L6' ` TO MH#1 - 31.6' TO SMH#1 - 9.6' TO SMH#7 - 14.4' WATER SHUTOFF TIES: WATER SHUTOFF TIES: WATER SHUTOFF TIES. WATER SHUTOFF TIES: cJ TO SMH#7 - 75.9' TO SMH#7 - 114.4' TO MH#2 - 19.7' TO HYD#2 - 43.2' TO MH#2 - 61.1' TO MH#2 - 26.5' TO HYD#2 - 83.9' TO MH#5 - 39.3' 0 SEWER LATERAL TIES: WATER CORP TIES: WATER CORP TIES. WATER CORP TIES: TO CB#3 - 41.0' TO C3#2 - 80.6' TO CB#1 - 8. 1' TO SMH#2 - 23.3' 2 TO MH#5 - 68.3' TO MH#1 - 25.0' TO SMH#1 - 22.5' TO SMH#7 - 25.0' WATER CORP TIES: WATER CORP TIES: WATER CORP TIES: WATER CORP TIES: TO SMH#7 - 78.8' TO SMH#7 - 116.3' TO MH#2 - i3.0' TO HYD#2 - 26.5' CIRF TO MH#2 - 59.2' TO MH#2 - 21.7' TO HYD#2 - 76.0' TO MH#5 - 38.5' SEWER LATERAL TIES: SEWER LATERAL TIES: SEWER LATERAL TIES: (EDP) TO HYD#3 - 61.1' TO CB#1 - 27.8 TO SMH#2 - 36.4' -`-- TO MH#1 - 45.8' TO SMH#1 - 31.6' TO SMH#7 - 23.1' lLl SEWER LATERAL TIES: SEWER LATERAL TIES: SEWER LATERAL 77ES: SEWER LATERAL TIES: CIRF p TO SMH#7 - 69.T TO SMH#7 - 104.1' TO MH#2 - 36.8' TO HYD#2 - 63,8' SL Al (EDP) 12' HOPE STM I) TO MH#2 -- 77.B' TO MH#2 - 51.8' TO HYD#2 - 83.9' TO MH#5 - 56.5' _ W O; � 25 LF AT 3.80% p0 n N TF=261.20 \ S ShDEWAik' 7,. -)Ei l :T _ aWIC TF=2e1.45 N INV(E)=25761. e #2 TO BE GRANTED _ Swlc TF=261.55 W .� O INV(SW)=257.29 5 TO THE Cl TY OF tL� I W DO I v( SMH#1 TF=261.30 SARA TOGA SPRINGS O Nv(N)=257.os p (SEE MAP REFERENCE No. 1) !°) I INV(S)=2577p I SMH#2 TF=26L50 I I Z 3 36� �' 5( WS _ ( )_ I INV N-256.75 w i5 5 200 �G°� 5 JI / EXISTING SANITARY SEWER N I INV W-257.00 O N W > i �J fi (v �' INV(S)=256.30 CIRF 1' /N V( W)=256. 35 N op CTV , (EDP) G� 5 AS ° \ Go 01", N RV ?v / EA SEMEN T OVER DA R TMOU TH DO MH#2 TF=262.70 O 3 Q P J P Z 12" HOPE STM _ Z POROUS DO z INV(N)=250.76 MH#5 rF=261.90 -•-�-� 'I �6 P5Q`CNN WAY AS GRANTED SA RA TOGA 14 LF AT 4.50% 18" HOPE STM ASP DRIVE Z INV(S)=250.69 N INV(N)=249.39 EH l �f�� ° �,� / /� �'c COUNTY SEWER DISTRICT No. 1 ( ) _0 iP/ ° e % 029 (SEE INSTRUMENT Nos. 2021032451 Q z lNV(SW)=24747 ° % P� / & 2021032452) 18 LF AT -0.56% INV SE =247.30 WS j CB#1 TF-L61.:10 SMH#7 IF- 61.55 S ' ° O C8#1 =25 61., /NV(N)=25 40 p ASPOROUS P DRIVE _ 04 ) OGG ��$ Vf INV(E)=2ss of L=32.00' 71 f / / �2 p lNV(S)=257.68 INV(S)=25 65 UNDERGROUND ( 70.84 A,,. ° 2" w R SL CTV CH=31.98' SL Hs W BLACK / P I INFILTRATOR CIRF Q 0 C 2 ,� 20 '�, i OLP GUM �,P7� CTV oo CIRF CTV0 SL (EDP) N113330"W CIRF N 2 5 m�} TREE / o Q DER �1 SL SL O (EDP) SL 2" EH O � CEDP ET SL(EDP)(EDP) . POROU no // /� /2,�P GJ.� CIRF O 4 HACKBERRY CIRF O ( ) - ° ° Sp - / 3, 5 6 ERS \ 2" OAK 60. 73' (EDP) ET Q TREE (EDP) 61.50' a 44. O' 19. 12' I A 6 GETS / / k �6 P55 GJR �PQ TREE 48. 10' 50.44' 2.50' N1� 1PPER / 2" ' S08 31 30 E °HACKBERRY ° 2" ° ° GINKO ' _ `- '� �! CONCRETE SIDEWALK �'° ° ° °9, / \ Q Q G 9� SL F` } 348.03 / WS r" 2" GINKD 2° GINKO r" ° ° TREE - -7- _ k ° ° I ° I / i 5 l4• e _ TREE °°� b POROUS TREE TREE ti POROUS rn wS POROUS WS ASP APRON 2 ASP APRON )) POROUS WS ASP APRON O / 1 ,�.= � OGG �z �.. TREE FOCC `-'- WS A P APRO = - - T -- j `�- CuT / 'H 1 35R ti3 f /RBrA PCfRS Y d 2" CURB CUT ,� j HACKBERRY W/ CURT PERS I N� 96 LF AT 2 0 F I --- -- - - - J GINKO W/ TAPERS 8" DIP CLASS 52 WATER MAIN V CURB CUT W/ TAPERS _�� 1 I_ -MC TREE k 7to ;{ TREE 19'\\ w - 11 L r l _ _ IW W W W - W' J 6'. �>f. -.- - - - -� � I 8., PVC gA � I 6 / WS 101' 45•MJ�1-� 1 �.J...---CURB CUT-' ii N� ���T 12�w CURB \ 6-%•�J�'q•2', BEND ry iO STM _ W/ TAPERS N - _ _ P ro OIL SEP 10' HOPE STM w 3 N - S 2 w = ` w #3 / TP �/ 8" PVC SAN 295 LF AT L11% �- - --� --_-- -- --- -- -- ---T -- ____-- --___ _____ 22-1 // 3 10 _ ----------_ �3-- ��� W 6 --1, - _- --- ----- o --� ,� --__-- -- - _. - --- o I I 3 MJ BE GN 35 CIRF CUT - o 3 J (PROPOSED 55 WIDE CI T Y I STREE T) L_ w Iw RB PERS "_ \\ b S3G (EDP) DARTMOU ' 2 WA I I N Y 30' 8" DIP CLASS 52 WAI'tR MAIN W 31 -__ W 3 I W� I� SL -- i w 41 _ W w W- w -- -- - w' -- W W W 33. W / CURB CUT x --- - W 56' CURB CUT I 5' bl CURB CUT 3' CURB CUT W/ TAPERS _ W/ TAPERS AA )� �� ' HYD WS CURB CUT W/ TAPERS W/ TAPERS �- o I S y #2 \\- o WATER SHUTOFF T/ES: yl/ TAPERS 45' LL ^ )� J. SYCAMORE \� TO MHTO #y5 - 46.6 FOCC 4. MJ 3 POROUS �� SYCAMORE OLP J POROUS POROUS 2" DEAD ti SYCAMORE �� TREE CIRF- \\WS BEND .p ASP DRIVE TREE n I ASP DRIVE ASP DRIVE BLUE TREE 1, wS � 0.55 \ O 30 MPH ICJ �) J. 12" HOPE STM SPRUCE 348.03' R=327.50' ^ �,4 40.52 PCM#2 EH CTV � N WATER CORP TIES: SPEED I OAK 22 LF AT 1.23% _ TREE GH "E (EDP) \\` LIMIT SIGN TREE „� ��i CIRF 7'40 SL Q TO CB#3 - 55.5' ws 4 .81' 45.54' WS 12. L=51.76' I (EDP) 10 u S 63.80' ws 49.19' WS 64.54' CH=51.71' S2P0ROU VL o CIRF ° SL CIRF EH CIRF (EDP) O (EDP) CIRF EH S 13 "03'20 "CIRF E �SL ASP DR '' \ d SEWER LATERALEll (EDP) EH (EDP) H,- (EDP) ) SL O "\ ZTO CB#3 _ 78.SL O SL >0 CTV -"\ N.. TO MH#5 45. CTV p CTV SL O C\>..�.. lf� O a I WATER SHUTOFF TIES: CB 2 TF=26L30 O� \,- LOT 16 �� # Q R WATER SHUTOFF TIES: TO MH#5 - 30. 2' O IN'•/(E)=25789 TO HYD#2 - 44.2' '�I 70 HYD#2 - 73' ch \ P'( `AP,P a z o ro MH#2 - 4s.s'16 _ !\ ADDRESS #18 GR \uC 1 WATER SHUTOFF TIES: k WATER SHUTOFF TIES: O l\• 0 08 ro ce z - 78.8' e I �+ wgrER CORP nES: ,, DARTMOUTH FIDE NpP021 WATER SHUTOFF TIES: WATER SHUTOFF TIES: O WATER SHUTOFF TIES: QL # a TO MH#2 - 91.8' TO MH#2 - 36.3' I WATER CORP T/ES: TO MH#5 - 13.5' WA Y �� 2 # p TO CB#1 - 41.9' �. TO SMH#2 - 40. T TO SMH#7 - 60.2' TO SMH#7 - 115. T TO HYD TO HYD#2 - 16.4 • \' F M TO MH 1 - 35.6' V7 J TO CB#Z - 18.9' TO SMH#1 - 55.3' p (p p (p TO MH#2 - 41.4' WATER CORP TIES: N -_-� ^ I WATER CORP TIES: Nj I \ WATER CORP T/E5: IM1ATER CORP TIES: WATER CORP TIES: N SEWER LATERAL. TIES.:_ TO C8#2 - 80.5' I I TO MH#2 - 88.6' n TO MH#1 - 25.1' TO CB#7 - 25.8 TO SMH#2 -- 24.1' TO SMH#7 - 50.9' TO MH#2 - 26.8' SEWER LATERAL TIES, To MH#5 - 47.8' \\ TO CB#2 - 12,1' I TO SMH#1 - 44.3, TO SMH#7 - 11 i.0' TO HYD#2 - 56.9' TO HYD#2 - 18.6' \� \ TO MH#2 - 47.9' SEWER LATERAL TIES: SEWER LARAL TIES: TO CB#2 - 68.9 SEWER LATERAL TIES: TE SEWER LATERAL TIES: TO MH#2 - 87.6' SEWER LATERAL TIES,, TO MH#i - 49. 0' TO CB411 - 42' TO SMH#2 - 47. 4' TO SMH#7 - 73. T TO MH#2 - 48. 8' TO CB#2 - 23.4' TO SMH#1 - 55.0' TO SMH#7 - 109.6' 7.\1 \ \; GREAt Lot FILE D MAP FOUM°A TI 0 022� ° L O T 17 ° FILED GREAT LOT A 0) J 0) � (Q �I ROAD SIGN 3 NG 1-1/2 SP 3 I 1 3 � I00 I� FOUNDATION MAP FILED GREAT LOT FILED GREAT LOT-- I ADDRESS #16 M2022215 FnunlnaTinnl MAP �- FOUNDATION MAP 1 DARTMOUTH �� -3 wI LOT 24 01 I ADDRESS #2 DARTMOUTH NI' WA Y _ REVISED SIDEWALK EASEMENT #1 TO BE GRANTED TO THE CITY OF SARA TOGA SPRINGS 0 1 CIRFI (EDP) ti R� 1 Q�I 30 MPH Q SIGN I CONC WALK (S J OW AT ASPHALT MULTI -USE PA TH 2 I EOP EOP GV SIGN (rYP) / NM 1 GV W/ LIGHT GV GV ROUTE SIGN BIKE fl- ROUTE SIGN EXISTING SANITARY SEWER EASEMENT #1 AS GRANTED SARA TOGA COUNTY SEWER DISTRICT No. 1 (SEE INSTRUMENT Nos. 2021032451 & 2021032452) 7�01� W 0 57 ' 5 p I -% 35' g7 EASEMENT GENERALLY DO I O I O Tyr(/�/ % CIRF 1't OF THE EDGE OF � / 198.82 (EDP) THE MULTI -USE PATH "' 64.10' --�j SUPPLEMENTAL .- N /f.-C/RF MULTI -USE PATH (EDP) EASEMENT TO BE 000 GRANTED TO THE 000 CIRF CITY OF SARA TOGA 71 p3 (EDP) j/� SPRINGS , I. EDP q 50 2 7.72 /i CIRF MH#3 TF=260.55 // V 18. 88 N 51 '03 W (EDP) INV(SE)=248.33 66, 51 ' 18 INV(NW)=248.40 49.27' CIRF 207.21 ' (EDP) //� r 2p6.9° W -BUILT 63.91 ' CIRF I 1 // 8, 64' .. CIRF (EDP) EXISTING 8" PVC SAN TH EOP N / PA N11 "48'S1 "W (EDP) 8.5 LF AT 0.82% USE RECORD DRAWING CERTIFICATION/CONSTRUCTION CERTIFICATION: CIRF CIRF (EDP) (EDP) LOT 25 ASPHALT MULT / I, ✓OSEPH C. DANN/BLE, REGISTERED LANDSCAPE SUPPLEMENTAL - ARCHITECT NO. 2,288, /N THE STATE OF NEW YORK WAS MULTI -USE PATH LANDS TO BE DEDICATED TO THE REGATTA VIEW, INC. "p CTV ; %" RETAINED BY REGATTA VIEW, LLC TO UNDERTAKE OR GRANT OF EASEMENT INSTRUMENT No. 2019033882 EASEMENT TO BE GRANTED TO THE (A HOMEOWNERS' ASSOCIATION) 'W -'TP CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER CITY OF SARA TOGA SPRINGS EASEMENT GENERALLY 1't OF THE EDGE OF (SEE MAP REFERENCE NO. 1) , /" W MY SUPERVISION PERIODIC INSPECTIONS AND REPORTS, THE MULP-USE PATH EASEMENT LINE N18'S1 °3 W w i-/ AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME A$ "AC HAS BEEN COMPLETED IN \ /mow " ' SPyq<7 232- 02' � w EXISTING MH LNG 1 w -V TF=262.90 W/ TP SE f'ATy EOP ASPHALT MULTI -USE PATH - W GV W --- GV HYD CMF-------- W --- N 11 `48'51 "W EDP 0 w s_P -- w - --- w -- - W- VJ ----- W----._ _- w O T' ----- w - --- h 20 0 20 40 80 GRAPHIC SCALE (IN FEET) 1 INCH = 20 FT. 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, . DANN/BLE DA TE �E co C o� N CL, W _j 5 LU t Z U Z Lp N Y r: ceq o� rn v: co co N 0 1 W NN U) O W 00 J D CQ G ui L O W U) LU Z Y p y/ v / ,{ W O .j Q o rrQ� VJ M Q 0 LL 0 O o rI uj L Q LL.0 can DRAWN BY TSH _ CHECK BY TJM EDP PROJECT NUMBER 1100.12386 THE ALTERATION OF THESE 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 ARCHI7ECT OR SURVEYOR FOR A SURVEYOR, !S A V10LA71ON OF THE NEW YORK STATE EDUCATION LAW AND/OR REWLA77ONS AND /S A CLASS "A" MISDEMEANOR. REVISION DATE BY 9-26-23 TJM ADD PLANTINGS AT REAR OF LOTS 5-7 AND POROUS PAVEMENT DRIVEWAYS ADD ASPHALT MULTI -USE PATH & SIGNS, REVISE SIDEWALK EASEMENT #1 6-17-24 TJM TIMOTHY J. McALONEN PLS 50,471 tmc(ilonen@edplip.com �� SOS', 'HMc Orri �A,P 0 041 RJF�O LAW 0 SCALE: ill =20' PB# 16.018 SHEET TITLE: AS -BUILT SURVEY SHEET: 1 of 3 SMH#5 TF=260. oo CIRF , \ INV(SE)=255.65 (REFERENCE INV(SW)=255.60 POINT) / lNV(NW)=255.95 MONUMENT TIE TABLE: LOT 4 LOT 3 LOT 2 LOT 1 12" HDPE SWIG 7F=260.25 STM / , ADDRESS 5 ADDRESS #3 ADDRESS #1 4 LF AT R=427.50 CIRF (REF, POINT) TO CIRF M0N#1 #1 ---00 N68'18'40"W 145. 79' ADDRESS 7 # 12" HDPE STM 5. 75% / CB#6 TF=260.00 CP L = 55. 52' # FLYING DUTCHMAN FLYING DUTCHMAN FLYING DUTCHMAN INV(SW)=255.85 FLYING DUTCHMAN WAY WAY WAY 25 LF AT 2.4% // INv(Nw)=2ss.a8 .�� CH=55.48' CIRF MON #1 TO CIRF MON #2 -� N4071'10"W 214.60' „t1 W4Y sw/c rF=2so.40 / / / S5356730"W CIRF MON #2 TO CIRF MON #3 -W N10'17'00"W 420.89' SANITARY SEWER EASEMENT #2 TO BE GRANTED TO SARATOGA COUNTY SMH#5 TF=260.45 HACKBERRY / 8" TAPPING SLEEVE O SEWER DISTRICT No. 1 /NU(SE)=255.35 TREE CP GV (SEE INSTRUMENT Nos. 2021032451 & 2021032452) INV(SE)=255.35 / `L #1 \ INV(SW)=255.60-- // O •N INU(NW)=255.40 0;._� 5 / GSP P / 12" HDPE STM WS 'A' TIE TABLE: LOT 263 P�� 25 LF AT -0.20% WATER SHUTOFF TIES: CIRF LANDS TO BE DEDICATED TO THE REGA TTA VIEW, INC. / kZ• o $// GO CB 7 TF=259.75 /� _ 26. CIRF (EDP) A HOMEOWNERS' ASSOCIA TION , i15�%/ POD 0 3 I INNE)=255.60 TO M TO H��3- 14 2'1 (EDP) S0831'30"E 75.37' / �/ / n # 1 Ok - Q (SEE MAP REFERENCE No 1) +(` GUM LTREE / `^�0� 1A v " WATER CORP TIES: k 0 CIRF rO 1-, MH#7 rF=267.00 �.` �1Q / TO HYD 3 - 19.0' 1JD OJ' WATER SHUTOFF TIES: SEWER LATERAL TIES: R_ INV(SE)=246.51 Y y 9 OIL �'/ TO MH#1 - 17.5' O TO CB#3 - 7.5' TO MH#6 - 44.0' RO. INV(NW)=246.59 - k� ° / / SEP 2 To MH#5 - 80.6' SIDEWALK EASEMENT 3 TO OLP' / / / I �1 oLD \ ro CB#3 - 33.0'BE GRANTED TO THEC/TY5 srs OF SARATOGA SPRINGS AT NEW �\ �D6 1 WATER CORP TIES: (SEE MAP REFERENCE No. 1) PD N EO�P. j `� / PO MNF CURB TO CB#3 - 18. T CONC / o / / V� ° CIRF TO MH#5 - 81.2" j zG 5 �' \ 3G 88.87' V (EDP) O ° = URe PPE � ��P�� ° GSP v 4 �o ° v R=327.50' �� a / X U5o 5 EH 46.53' ` ` ON ` L=24.61 \GE�P / 5Q PPR ��GRE�� 56 EH�P (� MH#6 TF=2st.so CH=24.61 E 5 p // MC \ / ( a P GO 9 0 O INV(SE)=246.93 S5 43'30 E RE OUR��� cry O S LOT 9 ♦♦ �ocP LOT O 1NV(NW)=246.83 X� a GOaG O�RO(RP�PL� // 19i,w ADDRESS #17 ( P MAP REFERENCES: 1) Map Entitled: "Residential Community, Regatta View - Area B - Phase 3" Mop Date: October 12, 2018 Prepared By. The Environmental Design Partnership, LLP Map Filed: June 4, 2020 Saratoga County Clerk's Office Map No. M2020073 2) Saratoga County Real Property Tax Map City of Saratoga Springs Section 180.54 Block 2 Lot No. 99 SURVEY NOTES: 1) As -built survey map as prepared for Regatta View, LLC. 2) All underground utilities, if any, not field located. 3) 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. 4) Elevation Datum: NGVD 1929. 5) For the purpose of this map, not all physical features have been shown. P V ADDRESS #19 Una �� /� / oU\�6 C� R=30.00' 6) As -built sonitary sewer Information provided by the o DARTMOUTH GRE\p�5� DARTMOUTH Ws POROR `z Environmental Design Partnership, LLP On -Site Inspector WAY D�Q PO2A 0 WAY / �/,1 DER 0 00 ° 5P Q L = 11. 4and CTV ti/ \ V`O 2 $ PP 5 \ P `r the Environmental Design Partnership, LLP. Department of £r � o h y/ � y �P5 •� 6R ♦ J CH=11. 49' 9 P, O / -\ c P� // P55� / �� \b ♦ S49 35'28"W Z 12" HOPE STM SMH#4 TF=261.65 CIOP 1,F�// / \P GG GJ� SL REVISED SIDEWALK INV(SE) 254.60 / _\ 6 O R8 EASEMENT 4 TO BE 24 LF AT 4.00- -\ lNv(sw) 2ss.2o 2" 5 Mc $ \ GU \ 3 GRANTED TO THE Q cp'o °�2 °s� ° R=30.00' GINKU , 6 6'_ o C _ CIRF 1,� TREE CIRF \ VcuM CITY OF SARATOGA r'v�, �F� \` ` CN' 12.77' WATER SHUTOFF TIES SWIG TF=261.30 J5 Al // \ EDP TREE SPRINGS a >. F (EDP) O 0 �� O� / t' / G lr/ry \ A� 2 (EDP) O ; Q �P TO CB#3 - 36.6' O OR OR 5P � 4j 5 TO MH#5 - 50.8' RpUR�� S48 20'28"W SMH#3 TF=261.80 P j P� // 0 0 ° \ C IN✓(SE)=25735 / + / \ !T 1'" P5P 0 / \ P WATER SHUTOFF TIES: INV(SW)=257.00 SWIG 1 '�(I\ Q WATER CORP TIES, 2 /NV(W)=25705 7F=26L30 0 // •\ �ij �'ti'S ♦ �• TO SMH#5 - 34.1' a O LOT 8 TO CB#3 - 40.5' ♦ OR // GV H O SL ♦ �� TO MH#7 - .53 6' O� O TO MH#5 - 57.6' ♦ p� / \ #2 ADDRESS #15 0 �' q �` / / / `1 CIRF - DARTMOUTH SEWER LATERAL TIES: 12" HDPE STM \ �y� -// \\ WATER CORP TIES: ° O_F� WAY 2 TO CB#3 - 41.0' 10 LF AT L80X \ �k // /` /`� Jq \ O EH MON#1 TO SMH7 - 23.6' ♦ UGUY/ ° O 9<� TO MH#5 - 68.3' \ // C ` 26 0 G �R5 �`2� rL6 CTV (EDP) TO MH#7 - 42.5' ♦ \ G DPP \ \ J ° 0qC CIRF 3C� �' \ OIL ,II g �p SEWER LATERAL TIES: g0 (EDP) 'Ij• Z SEP/ 1J WATER SHUTOFF TIES: TO SMH#5 - 44.8' WP W/ HID EXISTING SANITARY i� 0 °° st ♦O ° SEWER EASEMENT OVER �i\A`5 �0 \ / / o TO MH#7 - 4s.1' TO MH#7 - 53.9' EM DARTMOUTH WAY AS sl CIRF G 3� k 16 / �/ X. n� / Qk ko ♦ o TO HYD#1 - 10.5' �O J GRANTED SARATOGA �a o (EDP) % ° ° / N ` �/ ��• 1 R=272.50' COUNTY SEWER `o 'N CB#3 TF=261.20 p SS V / / ^ ` _ \ l� L = ZO.4$' WATER CORP TIES: DISTRICT No. 1 1NV(E)=257.23 CH=20.48' �� TO MH#7 - 35.7' (SEE INSTRUMENT Nos. O lNV(SW)=257.29 j C` WS �p0 TO HYD#1 - 14. 2' O 2021032451 & 2021032452) 6, \\ a ° S`0�.1JPL�S ///� 3"\\ ap.i. N45 43'30"W ♦♦ PILLAR ��J oo GV _ 3 3 �' WS / / / OAK SEWER LATERAL TIES: ♦�Q. Z 5 Z �N E / )� TREE CIRF rj3• G GR � / 0 �. kQ TO MH#7 - 52.6' CIRF �� kS 0 GOB OU`'O<' GU 5 / Z \ (EDP) TO HYD#1 - 24.5' PQ O CTV (EDP) G 5 OR PR RB QE% k \ WATER SHUTOFF TIES: P.�_\ \CIRF 0 �3 ° PP P GU �N / �- k1 6 b TO HYD#1 - 25.3, R� \' 1 LOT 1 1 / MH#5 TF=261.90 ¢ EH / P5_/ - / \ Ntt .N GUMS 'jk SL TO MH#6 - 45. 9' G •(\G G1 (EDP) Nv(N)=249.39 !`L/ / 9� g ER 0 P 2 ADDRESS #28STOP V(SE)=24730 ° .-' ° mws \ // OZ \ �-� GUR•cPP Uy ♦ F\\-EJ\`A20'L DARTMOUTH / � �J" SIGN \T V(SW)=247.41 O ° Y P� / \ ,lJl OR �R\J .ti ♦�0+, WATER CORP TIES: S FO r' > WA Y 1 GL �pP i /� 8 V PyP k9 Ro. To HYD#1 - 270' �� Q� 1 `, 5 4' ° GG / A \ P 'j 9 C To MH#5 - 38.3' CIRF 71 • G f 0 / J 1?' Y rL 6 CO ''�0.. • CQ " (EDP) �� LA \ \ \ : /\ SL (,F' -S20 'VV a BLACK j�5 / 19 \ (EV. I DP) 'Vy %2� �c SEWEk LATERAL TIES: ♦ O: �� VV S67 31 'SD'!W ° ° OLP� K G \ CIRF N22 3' �� OLP GUM / �G 5 N0 10.27' I o. kvFd 50, y �} TREE TO HYD#1 - 20.2' IGN 0 (EDP) Ra272• ° PORDURON -;-1 / AV � �P(E V� Cj TO �N P PP / g2 G 5 2" OAK PS 6 GU 5# /� /r 16' P5`' GURBPPER �\ TREE E ♦\ GUR PEP / O y� G� �' V LU CB#4 TF=261.20 / ° /WELD WS ': i �^ O /$ 0`P / OVSJE WS \\ SPRUCE�CTV INV(NE)=25773 q CIRF �` j Q SIGN CONC WALK SL TREE WATER SHUTOFF TIES: LOT 1 2 29 (EDP) \, �' / T ASPHALT POROUS // SE 3•• P5 39 ♦ TO HYD#1 - 50.8' g' 9 �, ,� / 0 PATH / ADDRESS 26 2 ASP APRON j% )� OAK k2' 3 �' ♦ TO MH#6 - 30.9' # // TSB / ocG TREE AZ'1p �,. ♦ DARTMOUTH 12 /� G\ CUR cur ' N� g6 LF AT 1.351 �i =� \\ Z$ \ f \ G� 01r` coo WAY \\ TAPERS 5A R WATER CORP TIES, ,+ PVC SA11 s19'\\ W ^ WS o TO HYD#1 - 51.6' > v" T \ TO MH#6 - 16.4' CIRF �0 0 45 ' /W --�� MPH U 2' J GV GURgPPERS 6� �j A2 0 O ( ♦♦CQ� (EDP) 1 jx� // r SIGN a 22 W r #3 �l 22 1 40 11_ i6_/ '�� E 22 LFDAT 2.00� SEWER LATERAL TIES: \, tAPP -� � 1 + 5 CIRF TO MH#6 - 37. 3' fi �� \\ MJ BE \b 530'3 (EDP) TO CB#3 - 62.9' GFt�\G\�Zg L U T .3 w/ GUT \� SL �0 �P0�2 ADDRESS #24 41 FES J WATER SHUTOFF TIES: W / CUR TAPERS � _\ / rn To CB#3 - 42.9' \\ DARTMOUTH -J ' TO MH#5 - 75.9' (� O WA Y >� �� � ' HYD WS < - N #2 SYCAMORE R . 327° 50, I \\ Q - ki` _N WATER CORP TIES: ♦ SOP 1�4i CIRF- - TO CB#3 - 25.6' ♦ 1- CIRF / TREE -,O TO MH#5 - 69.1' ♦ (EDP) y� 5' L-WS 40 52, PCM#2 -EH CTV 'A�\� CIRF S21 •p7'4'0'rE SL (EDP) \\ rn' N' WATER SHUTOFF TIES: ♦ SEWER LATERAL TIES: (EDP) 1 O TO CB#3 - 64.2' TO MH#6 - 89.1' 60 1 / ORI A� �. ^` TO MH#5 - 46.6' TO CB#3 - 47.3' �1. Asp \ Za WATER CORP TIES: i LOT 14 °�Z o� PPS / WATER SHUTOFF TIES. \ Ut TO CB#3 55.5' k6 EASEMENT GENERALLY TO MH#5 - 36.2' �\ 1't OF THE EDGE OF 2- V ,1`U�d > ADDRESS #22 THE MULTI -USE PATH 1z DAR TMOU TH "�\ o SEWER LATERAL TIES: WA Y ,.� CIRF 1 WATER CORP TIES: "\\ TO CB#3 - 78.8' 01 0 (EDP) P5 / TO MH#5 - 13.5' \\ TO MH#5 - 45. T TO HYD#2 - 16.4' 4 p s � ♦ \ �E� O P� O QS1 ♦ / / SEWER LA'TERALQTIES, �.. .. _. FF0�N�2o2 LOT \ AA 66c,' EXISTING SANITAP'-' SEWE-, EASEMENT #1 AS GRANTED SARATOGA COUNTY SEWER DISTRICT No. 1 (SEE INSTRUMENT Nos. 2021032451 & 2021032452) T LOT v \ DARTMOUTH S0B' Sr FILED GREAMAP d WA Y41 2�0. FOU 20TI 22070 �\ \10 01 MH#4 TF=260.45 /i CIRF P 1NV(NE)=247.87 i SOP INV(NW)=247.92 / (EDP) 6/ E 0 L O T 18 S,�/LO �0 PSSp�O 1� EOP s / ' 5, ADDRESS #14//- N 0� P VJNER�FER E DARTMOUTH ��. 0� SO P / WAY''`, U, 10 CIRF NO i NPR / j i 10 ✓/ (EDP) �.� 00 PSP w O A6• w- 0 fj R .50 EQPR N3A / G 35.97 EASEMENT GENERALLY - IN / CIRF 1 't OF THE EDGE OF • (EDP) THE MULTI -USE PATH RECORO SUPPLEMENTAL NORTH ER AS P MULTI -USE PATH - / 9 / MAP REF EA SEMEN T TO BE / ERENCE NO I GRANTED TO THE i CITY OF SARATOGA SPRINGS �J 5 I Q 61� E0P N NO• © 2023 BY ENVIRONMENTAL DESIGN NI �j • P l PARTNERSHIP, LLP, ALL RIGHTS RESERVED I GRAPHIC SCALE UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP /S A VIOLAT70N OF SECTION 7209 206.90 v / ` SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 7 COPIES FROM THE ORIGINAL OF THIS SURVEY EOP / N 20 0 20 40 80 MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A .. VALID 'TRUE COPY w - (IN FEET) 1 INCH = 20 FT. COGO 14 JOB 20 GPS-R SUPPLEMENTAL MULTI -USE PA TH EA SEMEN T TO BE GRANTED TO THE CITY OF SARA TOGA SPRINGS A TE VAL VE TIE TA GV J#1 TO CB#6 - 51.9' TO CB#7 - 46. 1' GV !#2 TO HYD#1 - 8.4' TO MH#7 - 44.2' GV #3 TO HYD#2 - 14.4' TO MH#5 - 18.3' GV#4 TO H YD#3 - 12. 0' TO MH#1 - 32.2' GV#5 TO HYD#3 - 16.0' TO MH#1 - 40.3' LEGEND: ---a- denotes Flow Direction -w- denotes Underground Water Main ALO denotes Approximate location of ASP denotes Asphalt CB denotes Catch Basin CIRF denotes Capped Iron Rod Found CMF denotes Concrete Monument Found CONC denotes Concrete CTV denotes Cable TV Service Box CWK denotes Crosswalk DIP denotes Ductile Iron Pipe DW denotes Dry Well DWS denotes Detectable Warning Strip DYL denotes Double Yellow Lines EH denotes Electric Handhole EM denotes Electric Meter EOP denotes Edge of Pavement ET denotes Electric Transformer FES denotes Flared End Section FOCC denotes Face of Concrete Curb GL denotes Ground Light GSP denotes Gas Stand Pipe GSV denotes Gas Valve GV denotes Gate Valve HDPE denotes Black Plastic Pipe HYD denotes Fire Hydrant INV denotes Invert LA denotes Landscaped Area ME denotes Mailbox MC denotes Metal Cover Ml. denotes Sanitary Manhole MJ denotes Mechanical Joint MNF denotes Mag Nail Found NG denotes National Grid Utility Pole NM denotes Niagara Mohawk Utility Pole OHUL denotes Overhead Utility Lines OLP denotes Ornamental Lamp Post PVC denotes Plastic Pipe SAN denotes Sanitary Sewer SEP denotes Separator SL denotes Sewer Lateral SMH denotes Stormwater Manhole SP denotes Spar Pole STM denotes Storm Sewer STS denotes Stop Sign SWIC denotes Stormwater Infiltrator Cover SWL denotes Single White Line TF denotes Top of Frame Elevation TP denotes Telephone Pedestal TSB denotes Traffic Signal Box UP denotes Utility Pole WP denotes Wood Post WS denotes Water Shutoff RECORD DRAWING CERTIFICATION /CONSTRICTION CERTIFICATION: I, JOSEPH C. DANNIBLE, REGISTERED LANDSCAPE ARCHITECT No, 2,288, IN THE S TA TE OF NEW YORK, WAS RETAINED BY REGATTA VIEW, 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. EPH C. DANNIBLE DA TE N V W _J L o n Q Jm Q � z LU i ,. Z Z,`. 0 3 It- 0` { lu M N ON N UJ 1�f3 � O W 00 m Q 00 O W U) LU ( Y - Z �O D U rr^^ VJ W Q Z 0 5 Q _ O W 'Q' v/ / n i Oo Q of ry U U) DRAWN BY TSH CHECK BY TJM EDP PROJECT NUMBER 1100.193.96 THE ALTERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A FOR COMPARABLE PROFESSIONAL, (I.E.f ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR. REVISION DATE BY _ ADD PLANTINGS AT REAR OF LOTS 5-7 AND POROUS PAVEMENT DRNEWAYS 9-26-23 TJM ADD ASPHALT MULTI -USE SIGNS, REVISE SIDEWALK - PATH & EASEMENT pl 6-17-24 TJM TIMOTHY J. McALONEN PLS 50,471 tmcclonen@edpilp.com OFNE�' Y� O�� m , 040 SFO •,q Sv�� �Z� SCALE: ill 20' PB# 16.018 SHEET TITLE: AS -BUILT SURVEY SHEET.- 2 of 3 © 2023 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VOLATION 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 20 GPS-R 276 272 1 264 CONNECT TO EXISTING WATER 260- ------- MAIN ON DYER SWITCH ROAD WITH ALL STAINLESS STEEL TAPPING SLEEVE AND VALVE, IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS STANDARDS. CONTRACTOR SHALL VERIFY EXACT TYPE, SIZE AND LOCATION PRIOR TO CONSTRUCTION. 256 - - 252 I - Q 0 o � O 1-- 0 2 0 0 w 0_ cn + N w O .. W c� wi w EXISTING J GRADE PVI STA = 1 +51 .38 PVI ELEV = 261.33 > O m p L = 100.0 V) ± M.O. = 0.36 0 F.G. = 261.69 Q O 0_ — Q 2 V) N M O in °71, 000 0 0 0 'n in r (o _ tD � -O L0 NO 00 00 1,,0 N � M 0) (D C)+ -- _ _ N N . _+� 2NO_ _-- -�N� + N _ II N o N ty !` N Q II �Q N II �Q N II �Q N II N I m N C) F- LL I- U) F- cn F- L� F- n F- V1 F- LL F- cn F- V1 F- LL V1 F n In _ �oo Ili m m V M V�1 N LL ~ i I I J � r 0000 (00 = j � SMH#1 TO SMH#2 CB#2 TO SMH#1 0 12" (0 (0 N 12" HDPE 25 AT 3.8% HDPE + 12" ADS N-12 LF 14 LF AT 4.50% 3 > 24 LF O 112% 0 Q w 12" ADS N- 12 N_ EXISTING GRADE 13 LF O 3.85% - 1.9090 1 .00% 18" ADS N-12 17 LF O 0.59% CB #1 TO CB #2 12" ADS N-12 ----- 22 LF ®0.6890 - I - SMH#2 TO SMH# 12" HDPE C8#1 TO CB#2 18 LF AT -0.56'. 12" HDPE " 18 MIN 22 LF AT 1.23% VERTICAL SMA #1 SEPARATION WQU# 8" D.I.P. CLASS 52 WATER MAIM 4"-ADS N _12 PVI STA = 3+50.00 PVI ELEV = 263.31 r m o L = 102.6 V) uj + M.O. = 0.26 Qo F.G. = 263.06 Q O � Q = c~n o -- 0 N �0 N NM + Co N f I Q II m UU) N _ Z O O O 7 D_ M II OQw =mow i j GRADE 8"DIP• CLASS 52 were w o w > W m 0 ) mU) � o > Iw0oo In V 0 Q �z In rn o In > O n t0 tD N N Q tD NN tD < N - Q O 01 ID to Z+ �+� Q N N F Fw- < `0 H F DO w II II re)O i- FQ- 0_ Q W ~ F _� 4 LJNW Q)J 276 V) m Hu N N i v) 1 NN ' °� o cm) O ro0 O Ln0 O coo 0 0 _. _. I to �-_ M r O7 I to rn t0 �O N N _-1 II II T � � _�_�_. --- --- - - _�O 272 0) �n N un � to I O 1� c�v r co N 0 Od - F F Q II �Q II 0 6N O �Q II �Q II Q II to N M '� �m~U' , O (n 1- ~~w 0 � F- 00 t0 N I-F-w N Vl U1 I— F-F-L� V1 U7 F- m 0 w In F- 00 N LlL F- m m U V � (0 1QN Ll� ~ i 0 II LL F �0 x x e mU)1w_ - I ...... I +rn x � n1 --- _ --- i — - _ I o -_ 268 ( I N I + 0) N I I i Q II C8#3 TO SMH#3 SMH#5 TO SMH#6 12" HDPE i2' HDPE 'LF CB#6 10 LF AT 1.80% ; - - --- - - - ---- - 25AT 2.40% _ - - -- - TO SMH#6 264 12" ADS N-12 i12" HDPE 9 LF O 2.22% 12" ADS N-12 4 LF AT 5.75% - 1 .007" 1 25 LF O 3.00% 1 2" ADS N- 12 .00� 20� A5 LF O 1.00% - CB#3 TO CB#4 - a 260 12" HDPE z 24" ADS N-12 F O ' 22 LF AT 2.00% c> Fri ... CB 12' #6 TO CB #7 ADS N-12 CB#6 TO CB#7 DATE 18" MIN SMA #2 ; 25 LF ®0.60% 29" F L -0.20% VERTICAL SMA 3 # I SEPARATION CONNECT TO EXISTING WATER _I i -_52 g D.LP: CL WATER MAIN - --- -- - - 256 MAIN ON REGATTA VIEW DRIVE WQU WITH ALL STAINLESS STEEL SMH#3 TO SMH 4 # TAPPING SLEEVE AND VALVE, IN 12" HDPE #2 y ACCORDANCE WITH CITY OF 24 LF AT 4.00% I RINGS STANDARDS. 12" ADS N-12 24" ADS N-12 2 LF O 0.00% 18" VERTICAL MIN CONSARTRACTOR SHALL VERIFY 24 LF O 3 12% SEPARATION EXACT TYPE, SIZE AND LOCATION PRIOR TO CONSTRUCTION. -- - - -- - -- 252 I CUT IN CONNECTION TO EXISTING MH#5 TO MH#6 8" SANITARY PIPE AT 10" PVC APPROXIMATELY 246.63, 128 LF AT 0.29% CONTRACTOR TO VERIFY EXACT ELEVATION AND PIPE SIZE PRIOR 128 LF 10" PVC TO BEGINNING CONSTRUCTION - - - + -- -- --- t j — - - - - - - - - - - - ---- - _... - - SDR-26 35 ®0.289 SDR 6 LF 10 PVC 248 } -- --- _. - - __- 248 —f - ¢.. - -- -- .. i O I MH#5 TO MH#4 ------ i I ... ---- -- O D — — > 1 124 LF 10" PVC _ ---- I :SDR-26/35 00.28%— ;� I MH#6 TO MH#7 ---- j 10" PVC W U w w Z 96 LF AT 0.25% a c� I �Inx �� ✓�^� _ w� w? - - _ -- - _ - z - z- 44 - - _ _ - - --.... 2 - Z_ Lii ---- -- - - - - . _ _ o _ __ z _ - 244 U �� r� D o ^� + p O ..� � Ld `rn o O o O— r ri o co Z 3 Z o w n n ao ,n �c1 o O 0) o O N EXISTING GRAVITY SANITARY rn 1 0 M 1 N 0 3 0 N N I N N O Do N i 0_ .~_. lD v t77 M O .Zi b v 0 N N N 0 OM pp i v N N N 0 in IA u� °° o n II n n 0° 'r i n co r`1 m Ln In rn IA 'n Ln N o OD SEWER PIPE O 00 to 00 0 r i O 00 I II j II ,n 0 O O c0 0+ n n i ro F O co O c0 n z z z u o h o F F o i r1 tD F rn n u100 N �� �0)ci 0)N -O I - O Z O NN I rn o NN on NNN n00N DON z0zz 0 O �N 0 �N ZO ZO co N In (N �� r w r� D O _ LO O Z Lo ^ N a 1 II N Z Z Z Z Z Z> Z ^�1 i N ^ice �N N II II :� NN II N H>>>>> N N:: l N Nip >> >> N N N H NN - - - - O N.. __?-z-O- II.--O- -- -O - ---' -- - N II _O N .1..o I z II II zzzz z N F ^o N II ^O zz zz II O z II II - -- _ - - - _..... - — - ll. ......_ .. 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N 00 ter` - » ! >> » ZZo »> = zo » z> » _ - Z... ^O O v 240 >> > > N N N 00 (p a Z O - > > N N N d �t - - N N N >> > v v > Z ZZ zz Z z� i �a N ZZ ?? >> > ZZZ zZ' z z ���N z z ZZ z O ZZ �N z - _ _ _ _ _ _ > z z z > > nn z z - -' -- HG 7�d -- n c0 0 - zz N N N � - - N N - to to if) tO tD - z n n _ - I `.N; I N" N N x x x 2 f I I I I x x_= N N N E 00 = _ xx = _ =x x II IT oho o III = o_o o a tDO Z u0 � 0] m = m U m m m F- F- F- F- F- F- F- ! _ _ _ _ = m m m m F- F- F- N F- _ _ _ = F- F- F- F- m m m m 236 g C) �� (10� (� U) V)U0 U) �� ��C) �U PD,� �� NN �� 236 -0+50 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 n O O LO N� to a!1 0 r0 OIn Iln 00 n 0t0 N A IfN InN In N d) NAN No N�II 11'II N II ^O 'O Z Z z /.0 ..0 >> >> 0 �v v >> ZZ MM jj >> ZZ ZZ > ZZ _ mm m ZZ ZZ z 272 272 �� u M� �� __ TI II qh m I i N N N N V N 1n N to 264 "0 256 252 a':3 244 WN 236 -0+50 264 260 256 PAN 248 244 240 236 0+00 1 +00 2+00 3+00 SANITARY SEWER EASEMENT PROFILE VIEW SCALE: HORIZ 1"=40' VERT 1"=4' DARTMOUTH WAY PROFILE VIEW SCALE: HORIZ 1 "=40' VERT 1"=4' RECORD DRAWING CERTIFICATION/CONSTRUCTION CERTIFICATION: I, JOSEPH C. DANNIBLE, REGISTERED LANDSCAPE ARCHI TEC T No. 2,288, IN THE STATE OF NEW YORK, WAS RETAINED BY REGATTA VIEW, 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. �-- � 1 SEPH C. DANNIBLE DA TE Z 0 c.. N € j F_ 3 r� 'y La. o G W z. Z 1—Z - 4.> N N N N I LO N O Y I11 � r m � Q M U. O` W c/)rn W V Y D >� < Q Z �- i-0 Q 5 <0� 0 Q G( m W (D LL (D i Oo U) W Q U U can DRAWN BY 7TSH CHECK BY EDP PROJECT NUMBER 1100.12386 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCH17ECF FOR A LANDSCAPE 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 TIMOTHY J. McALONEN PLS 50,471 tmcclonen@edpllp.com (EOF EwY S P O J� Mq9<�-f �-1 C) Zr r*m Z S D -4 SCALE: AS NOTED PB# 16.018 SHEET TITLE: AS -BUILT ROAD PROFILE FOR DEDICATION OF DARTMOUTH WAY SHEET: 3of3