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HomeMy WebLinkAbout20110789 / 05.008.4 Country Club Estates Phase II Plans As-BuiltLEGEND 345 Concrete Sidewalk = 8" PVC SDR-35 Sanitary Sewer Main, Sanitary Sewer Manhole - - - - Sanitary Sewer Lateral _ ==El Storm Manhole/Drywell, Storm Sewer Line, Catch Basin 340 Hydrant �- �- - 6" Ductile Iron Water Line, Valve Water Service with Curb Box/Water Shutoff (WSO) cc Concrete Curb w/ Curb Cut Utility Pole 335 -E ------- -E- Light Pole 150 Watt HPS 120 Volt Mogul Base Socket Electric Conduit 2" - 3" Bradford Pear Gas Line Marker 3Q Address Number 330 LOT NO. 40 Realty Subdivision Lot Number Shrubs Sanitary MH 7 Rim = 347.1 8" PVC inv. North = 341.8 8" PVC Inv. South = 341.8 CB 19 T.F. = 350.0 12" CPP Inv. West = 34&0 I I 1 i I _ a , I 9 GroUnd - -late Pero.!,. 2. r1o, tie j 77 I I I DRAINAGE SWALE 1 - PROFILE Horizontal Scale: 1 "= 40' Vertical Scale: i "= 4' 345 340 335 Utility Pole NM5/S and Guy Anchor r �+1s';ascL II Newton i Avenue 4.1 1 Sig n nce N0. f CB T.F. = 322.8 12" CPP Inv North = 319.4 12" CPP Inv East = 319.3 12' CPP Inv South = 317.3 12" CPP Inv West = 319.9 �- 7LFt 12' CPP O 2.9R �u "stc p r CB T.F= 322.7 \\ ' 12" CPP Inv Northwest = 319.7 Utility Easement 12" CPP Inv East = 319.7 I II 4 I 330 I I L If C8 T.F. = 323.8 12" CPP Inv Southeast = 321.2 j I v Yi En \ k i Easement Benefiting the City of Saratoga V DO Springs for Highway 335 330 325 320 i I I I I I • 9 90 i I I I I r I Inry Pero nd xirrlate Fjo j 3q I - -- -- -- ----- -- I Wale 7 >- - --- - -- i .3 _ ----------- DRAINAGE SWALE 2 - PROFILE Horizontal Scale: 1 "= 40' Vertical Scale: 1 "= 4' Sanitary MH 2 335 330 325 320 ExistingWell on Lot 44 is no Longer Above ! t°t _ Purposes (Typ.) 12" CPP ES Rim = 324.2 9 Wood Ground 12" CPP ES Inv. = 321.0 _ Inv. = 20.1 8" PVC Inv. North = 317.8 Wood Being Used by Adjoiner to the East Shed I 3 Pool See Drainage Swale 2 Profile woad 8" PVC Inv. South = 318.0 See Drainage Swale 1 Profile % / Shed 12" f j �/ I 12" CPP ES Inv. = 320.1 Shed " Wood C) °' o o n Y �r Wood Stockade Fence - - _ - Shed Stockade Fence ro �tWire Fence Cherr I ! Vn Stockade Fence 1 r,;: , I Stockade Fence House L-I o Stockade Fence - - - - -- Y 12 Tree 36" Tree rn Y. f n - --- ou r - -4- ---�= Planer. -_ �- - -_ , � r RI _ T---- - �- - - ter Ith-Shrubs s C3 _ -- T -_ _- _ _ - an With ® - Swate , , Q - Swale _ _ =- a -� Winter th Shrubs - - Shale -- -- - -- _ 'Utillt Easement tu4n r - - - = - F P - - woo r ��------ - - _ - o St a -Ar a P O 5 at Gl Wo -- � --.-fin o L$ " , n Stockade Fence � Vinyl Stockade Fence: Slone - Yt YI o 30 3 c Shed __ ._ CSC dll & 'Boulder , O Patio Utility Easement 0 t re O ( O Utlhty Easement W Maple Slat CB I O - ' - -- -- - Stone Patio ', o _ _ - -_= one wall & Planter O Stone Patio �20) - - -- - Access a see ePanterone I ShLOT N0. 44-o - ! T.F. = 333A IEasement _ Stone Patio Stone = / w Planter Planter 12' CPP Inv. West = 329.2 I I Area (L 44 ; Deck &steps 38 cB 15 I 32 3O LOT No. 41(2�) 26 Patio o ,� 22 A/C sanitary MH 4 18 f 6 1412 1O STA. 12+30 r R 12' c� 0) =' Unit Rim = 323.1 - LOT NO. 48 LOT NO. 19 _ �' 07 8" PVC Inv. North = 319.6 LOT NO. 45 LOT N0. 47 4D T.F. - 330.3 LOT N0. 43 LOT N0. 46 LOT NO. 35 LOT N0. 36 LOT NO. 38 { �� '> LOT NO• 39 LOT No. 40 CB 13 LOT NO. 42 r' ~i 8' PVC Inv. South = 319.6 Electric Box Power 3 CB 12' CPP Inv. East = 327.0 CB C5 ( 1 12" CPP Inv Southwest - 326.8 WSO STA. 9+48 M R 12° CB 10C Ir'l Concrete IA C CB 11 STA. 3+49 ti R 12' Source for Light pole) T.F. = 324.1 Sanitary MH 6B LOT NO. 37 a _ : 'sl� - 10'i To Tree WSOs T.F. = 324.9 Monument Set / WSOs (2) T.F. = 49 36" CPP Inv. East = 314.5 J CB 17 c o . 0° 2't East of Walk STA. 8+25 - R 33' A Gen ato �JO I . Unit STA. 7+11 R 12' Sanitary MH 3 Rim = 343.3 0 of Sanitary MH 6 6°t to Tel. Box 'Sanitary MH 5 Y 9'f to Tree 24" CPP Inv. North = 314.3 .; Y Y 2" PVC Inv. East = 322.5 T.F. = 323.5 IanterT.F. = 322.6 Rim = 324.0 24" CPP Inv. South = 314.8 8" PVC Inv. North = 338.6 Telephone Box STA. 13+91 N R 12' O Rim = 328.0 Rim = 326.9 43'� to CB ' WSO ® 2'i off Edge Walk 12" CPP Inv. West = 315.7 �� 12" CPP Inv West = 322.3 12" GPP Inv Southwest = 320.1 f 12" CPP Inv. East = 317.5 24" CPP Inv West = 314.8 T.F. = 338.6 a 8" PVC Inv. North = 318.7 8" PVC Inv. Southwest = 338.6 Electric Box WSO a' 8" PVC Inv. North = 323.0 8" PVC Inv. North = 322.5 31'f to Tres oa �15' CPP Inv West = 317.5 WSO 2" PVC Invs. (2) East = 336.3�� /// 8" PVC Inv. South = 318.6 8" PVC Inv. South = 323.0 8' PVC Inv. South = 322.3 11't to Hyd Cabie TV Box 10't to Tree 15" CPP Inv. West = 336.0 Sign 3+00 Ca le TV Box WSOs (2) Telephone Box Tele hone Box 32't to Tree Cable TV Box 10't to Tei. Box m ��� Electric Box Cable TV Box "Stop' Street Sin n / 9't to Tree Electric Box (Power P 25't to Hyd KI WSO Cable TV Box Electric Box E g ` Ele tric Box Cable TV Box Electric Box WV a s Telephone Box Electric Box i n 2't off Edge Walk Source for Light Pole) 10't to Tree 45° Bend Cable TV Box Cable T✓ Box Electric Box " S 9 \� "Stop" elephone Box Electric Box ® Cable TV Box Tele hone Box 21°f to Hyd WSOs (2) Telephone Box m�� Electric Box (Power Tele hone Box C ntra o I P 10't to CTV Box m- WSO P Tele hone Box o 16't to SMH 5'f to Tree 12't to Tree c S1 Source for Light Pole) P 3 t.: Di elan" - - 14't to Tel. B�x o �� 1 12't to Tree p�A 45' Bend-� /_ 6'f to CTV Bax I a Tt to CN Box �� ►/ 1 _ _ r - - . -u I _�._._. , I _ _ r r l _ 9':� T toC V N q S 74tFt B PVC O 4.3 L) 113LFt 12 CPP O 529 GCB 17A T.F. = 344.0 12" CPP Inv. North 340.0 / 6" PVC Inv. East = 340.7 12" CPP Inv. South = 340.0 Concrete CB 18 Monument Set ,_T.F. = 350.0 12" CPP Inv. East = 345.7 12" CPP inv. South = 345.9 1 330 1 325 1 320 na a - ow - - ,oa. �, W" u cT- w o _ 1 �. i I i - i --i t,aoie I v � vMSUs L t � Iansformer P tto �" t 1 '--Electric Manhole -J S 12 f to Tree n f J c M Concrete !STA. Sign ourceio:IBax (Power Transformer _� Telephone Box oP 8't to Transformer L 3+48 R 10.1` ( \_ g 8't to Transf rmer 10' to Transformer Transformer Electric Box Monument Set Source for Light Pole) Electric Box 46't ta� MH ource for Light Pole) Telephone Box Cable TV Box 5't to Electric Box Telephone Box T.F. C 32nv. "Stop" 9't to Tree 2' West of Walk Cable TV Box P Electric Box Telephone Box 39'f Light Pole 24" CPP Inv. East = 314.9 Telephone Box Cable TV Box Electric Box Cable TV Box CB 10 Transformer s WSOs (2) Telephone Bax Cg 14 CB 12 18LFt 12" Cable TV Box STA. 7+12 - L 12° 24" CPP Inv Southwest = 31510 Utility Pole Electric Box Electric Box T.F. = 325.0 LL CPP 1.1% 00 CB 8 Cable TV Box �NYT3 and 1 10'+ to Tree CB 16 Electric Box , STA. 12+17 - L 12' CB 108 Wso T.F. = 322.6 STA. 5+90 - L 12' Electric Box 24' CPP Inv. North = 315.3 j Sanitary MH 1 Cable TV Box 1 T.F. = 329.7 STA. 9+48 L 12' 5 01 GuyAnchor � West of Walk STA. 13+92 ti L 12` -Telephone Box 1o STA. 7+99 � L 30' 25'i to Light Pole 15" CPP Inv. North = 3i7.5 T.F. = 323.9 I i Rim = 323.8 12' CPP Inv. North = 324.6 2" CPP Inv. North = 322.1 9 Telephone Box i T.F. = 338.7 _ i O T.F. = 323.2 25'+ to SMH 15" CPP Inv. East = 317.1 24" CPP Inv. North = 316.5 30�LF 24" CPP ®0.1X 8" PVC Inv. North = 317.5 12" CPP Inv. Northeast = 326.0 12" CPP Inv. East = 322.2 a A/C 12" CPP inv. North - 33h.0 12" CPP Inv East = 319.6 24" CPP Inv. South = 317.1 24" CPP Inv. South - 316.3 8" PVC Inv. South = 317.3 12" CPP Inv. South = 322.1 f Unit y �I Sanitary MH 6A 12" CPP Inv. South = 324.2 Q 2% 2" PVC Inv. Northwest = 320.0 a 2" PVC Inv. West = 318.9 i 8" PVC Inv. West = 317.3 15" CPP Inv. East = 33r.7 12" CPP Inv. West = 322.3 6" PVC Inv. West = 319.2 Rim = 341.9 12" CPP Inv. West = 324.8 a j7, 8" PVC Inv. Northeast = 337.0 12" CPP inv. South = 333.3 8" PVC Inv. South = 336.9 2' CPP Inv. West = 33',9 A/C 33 +I I LOT ND. 26 1 - LOT NO. 24 1 9 C17 I 13 CB 101 3,r r� ❑Unit r35 31 29 ( z5 y� Storm MH 108/10C 1 j� j STf�} 3+27 L 28' LOT NO. 29 I Stone Wall With \ p fl LOT NO. 20 ^� T.F.iI= 323.5 43 ++ N STA. 7+99 - L 10' LOT NO. 23 LOT NO. 22 I I a 41 39 5e Stone LOT N0. 28 LOT N0. 27 i Stone Patio LOT NO. 25 p1 Rim = 323.6 - LOT NO. 21 � j 24"II CPP Inv. West = 315.3 a LOT N0. 3i 'off LOT N0. 30 �Ac�E (I `Patio / I I I P F. 12" CPP Inv. North - 318.6 %j } , 24"I'CPP Inv. Northeast = 314.9 LOT N0. 34 LOT NO. 33 LOT N0. �/ 1" Trees '. I� Wood Tre , *Q 12" CPP Inv. Northeast = 317. Utility Easement to be t} -i.� 12" CPP Inv. South = 315.4 " I Shed Vln Stockade Fences: 15" CPP Inv. South = 317.8 Granted to the City of - _ 1 Tre : ,i Maple, i Aluminum Fence Aluminum© Fence Vn Fence Yi p -- - - T ----r --- _ Saratoga Springs Q 12" CPP Inv. West - 319.4 I j OT NO. 18 " _ Garde 1 - j - 8 :.win s UtilityEasement Tree - -Swale - T Swale _..-r. o -r- n i l - -- - it Vinyl Stockade Fence L Pods 3' Twin o Shrubs P t1 AS E I - - r--------------- - _ CB i VinylStockade Fence Oro m i P t1 A5 E lam' Tree 0 a i T.F. = 328.4 3 h 12 CPP ES Inv. = 323.0Wood o s Edge Woods Stockade Fence � `•� _ _ ) I � r I h Y { Shed 12" CPP Inv. East = 325.3 ; m, o s" PVC Inv. West = 325.8 See Drainage Swale j 3 Profile . - - - ; - - �- 18 - - j Area to be Conveyed to -__-_ -__ _ l cn ro. -� 2 Cam Plano 3 - I - f 32 m 1 00 N ' 24 ! I I 14 } I II P 9 4 \ 6� -- - �\ 20� ' t I O } Area 217t Sq. Ft. Easement Encumberin LOT N0. 13 I 9 r LOT A0. 11 0. v LOT _N0. 12 LOT _V0. t 1 L0T NO. 16 I LOT NO. 15 LOT NO. 1 i 48 .I 44 �' �� this Portion of Lot 26 L07 NO. 10 I o c LOT _N0. 8 LOT NO. 9 to be Extinguished 4 0 LOT NO. 7 ; I i �' I 1 F I l i I I � I i I 1 I �j6. -1 L- -- ---- t__ - - - Sign St.o i ... ... ........... ..:. .. , Outlook i Avenue I - 1.3 Ground A� 1.09;- n_Ue__FloW of Line _ 2.29, S ale ExistIng V i I , i I DRAINAGE SWALE 3 - PROFILE Horizontal Scale: 1 "= 40' Vertical Scale: 1 "= 4' NOTE: 1.) SOME SANITARY SEWER LATERALS WERE UNABLE TO BE LOCATED IN THE FIELD. THESE LATERALS ARE SHOWN ON THIS AS -BUILT PER MARKS ON REAR OF CURBS MADE BY CONTRACTOR (PEPE FARONE) AT TIME OF INSTALLATION, AND 330 ALSO PER CONTRACTOR SKETCH. MAP REFERENCE: 11) MAP ENTITLED "COUNTRY CLUB ESTATES PHASE II," DATED JANUARY 12, 2005, LAST REVISED ON AUGUST 31, 2005, MADE BY TOMMELL & ASSOCIATES AND FILED IN THE SARATOGA 325 COUNTY CLERK'S OFFICE ON JUNE 1, 2006 AS MAP C-676A THROUGH C-676I. RECORD OF WORK: 1.) REVISED PER CITY ENGINEER'S OFFICE COMMENTS ON SEPTEMBER 26, 2007. 320 2.) REVISED PER CITY ENGINEER'S OFFICE COMMENTS ON FEBRUARY 5, 2008. 3.) REVISED PER CITY ENGINEER'S OFFICE COMMENTS AND ADDITIONAL FIELD LOCATIONS ON JUNE 13, 2008. 4.) MISCELLANEOUS REVISONS MADE ON MAY 15, 2013. 5.) DRAINAGE SWALE PROFILES ADDED AND CERTIFICATIONS REVISED ON JUNE 28, 2013. 6.) MISCELLANEOUS REVISONS MADE ON SEPTEMBER 16, 2013. 7.) AS -BUILT PROFILE CREATED SEPTEMBER 25, 2013. 8.) MISCELLANEOUS REVISIONS MADE AT THE REQUEST OF THE CITY ENGINEER ON SEPTEMBER 30, 2015. PLANTING CERTIFICATION: THE EXISTING PLANTING MEETS OR EXCEEDS THE PLANTING PLAN SHOWN ON THE APPROVED PLANS ENTITLED "GRADING AND ESC PLAN - PHASE II COUNTRY CLUB ESTATES RESIDENTIAL SUBDIVISION," DATED JANUARY 12, 2005, LAST REVISED ON AUGUST 31, 2005, PREPARED BY TOMMELL & ASSOCIATES, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON JUNE 1, 2006 AS MAP C-676C. ASON M. TOMMELL, L.S. NYS LIC. NO. 50,605 CERTIFICATION: 1, JASON M. TOMMELL, LICENSED LAND SURVEYOR NO. 50,605 IN THE STATE OF NEW YORK AND PRESIDENT OF TOMMELL & ASSOCIATES, WAS RETAINED BY KRDD ONE, LLC TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION AND THE SUPERVISION OF TOMMELL & ASSOCIATES' ENGINEERING MANAGER FROM 2006 TO 2008, PERIODIC INSPECTIONS AND REPORTS, INCLUDED HEREIN BY REFERENCE, 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. THIS CERTIFICATION IS LIMITED TO ONLY THOSE ITEMS OBSERVED AND NOTED IN THE AFORESAID INSPECTION REPORTS, WHICH HAVE BEEN SUBMITTED TO THE-GMTY ENGINEER AS A PART OF THIS 'AS -BUILT.' ��OMMELL, L.S. NYS LIC. N0. 50,6�L.S. NYS LIC. N0. 50,6-0 AS -BUILT SURVEY � PHASE II COUNTRY CLUB- ESTATES RESIDENTIAL SUBDIVISION UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209. SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. Pi W gn 360 358 360 - - --- - --- a r - ----- I N —— -- 356 - __ ---- --- - I -- --- -- j o n - 358 I - - - -- -- - - - -- o 52 o ty--- --- - -- - - w m -� �-- Chi tp - - --- -35 ob -- 354 352 - - a -- -- - -- -- o ° a _ °' n i ,I 354 I 4 -- - - ... - --- - - -- - - I --I - -� .. + o --- _. j - ---- --- - _ d ai 350 - ------ 52 ----- -- --}--- ° lo' ° - - --- - --- _._-_---------,�-y--�- - --- h �-1. n - ---- - -- al• o�or h - --- ----- -- -- ----- - -- ' --- °j `ate y U-n� "-- { p - p o X E q > of 1350 348 ' - ---- -- I wlift - -- - -- v O _bi-h g -- - - -- t4 M - .1 10i ITa +� o - 1 0 a� I u f 9.00' LF 12/ - - C 348 -----�- II it 11 ! ++�L-ap9- - h w n i � �-.-_'�_ o �-� -.—. - - - -_ o of o ti ti - � II n ., t» ,t n- I ' ---- - o n u u . �, •. "t - �- HDPB ® f100X - - fi --------------- - - W F I G ! V . -I--___-. _ b b. ----- - ^ _ a _- t _ -� � --- - !` � w a.: � I � n a .:, ~ a 1 I -- i �i 344014 - _ ------ - 2 I I 1 I / / 346 --- — ` x- - _ ® Connect to �' // / CONNECTED TO --. w --- - _. _._� --114 b n q !344 o c y w - --- --- ti y' �xisifng ,- / / 342 - ..-. b b w__ w — -- b w N w - 12' HIDE$' I / i WATERLINE b Q1 6j_ ..___�------ --- w--------I--- ------ • �2. g �! m O 1 340 q any 4 q 11 �} w O ^ q w A rJ �' -�I I---- w - t- -- N g o! n N g �i _ t ( i �� i�---- 342 -._ q w I 4 g q i g I n ti --_ •. w •w / 11 11 „ R',� •w�g�.. I I--- q+ I ------ ei d ? ? ? q h --- �- - -�- - b N = � b b . ` �' y n '` at I q ti •. v I ., ►, -- -- - - '' / r / � 74 LF Of 8"li + ti t: 1, N ` , �._ w! -- .-_w �`' - - - w gt=� . PVC SDR 340 338 - - - b - -- - !` dl a a a ,° w ' a a a o chi�� -_� - i- -- - 5 s 4.SX ti � � p >:. a` w � ---- 336 - - w+" a �>: 4 u ..I�-._ w_ - - l - ---- - - -. - Center Grade Ge9�2 4 -- --- - 38 _ >. N -_ . .. gotAr --- - 3 ---- • a Fw t I o -- U4g 336 334 - -- 25 o y o b q wog - — ---- — c o g _ ' i/ _PVC, DR 2s b CQ N M ft b ,� i Water Service -�3 --.-_ o o _ I ' cungo iNNt+ - - ---, -- -,334 332 - -- - -- T y _ t - - - - -1 -- - - -- --- ? '° o' c ^� it - - - -- - I Hof - - _. - - - -- - -- --- _---- -- � -HOPE ®s ST i mil 330 - - - -- --o - ni d+ - _ 332 -_330 Ingo n go 328 Hydrant 328 326- - H rant m -- I - --- --- Con ectioter rvice �— -- --- - i -- �N 324 ----------. — - l- - H rant enter a ade oY Cen' - - -- ' I I n LF o 12'/ PE ® _---- —� — 326 I� 2.8% - - ---- t- - - -} i -----. — ---- / -- - - ^- _ _ - " _ �> a `fs to cEf4 -- - - -- --- --- I --- 1324 - — ----- HDPB a 0•SX. , _ 322 — zs _ - - -_ - - — - �.7X -- - -- 6' ATE VALVE I 1 Wa r Service - __- � _ _ t _ - •- 8. X 1 ----- --- - -_ _ - i , l S- ®--=- 379 LF oY 8"t6 PVC SDR E& 8 � .� -- - '=-!- --_ -- - -- - __. EXISTIN 6 _ ---- '_,,.i-B�P _ ----,__,-f--.. �- 1021LF of f2 I ------- I Water Service _ _ _ _ 2 _ . -__ - - - -- - $ O O.SOX 320 - - Water Service — - - - 22 -- - --- �ne � ! � 3 cam- onn�cConL.�.-i�` !----�-- �_ ---- _ _ „ - 0.77G - - - --- _ - - -- -- {-_ _ 80 LF OF 8"M PVC SDR 20 • 0.8% - - -� .� -- --- -- - - iF op 8 t�, i'VC SDR 2H-- - _ - - -- --- - ------ ---- -- !6 GATE 1�AL Water Service-- -- - - — - _- _ - - --- - - - 8'+b PVC SDIi ?.B _ - -- - -1-- rt ar "-�------ FO'-hF-of _ �. - - -- ---- --_--- .rr_ s�t�p - ------ - - - Connection 318 LF oY B PV -B I�28 ®-0:4aX a erwce k----- _.— --- ----- - - - - 4 0 HDPE ® 0.49% B7 Z r OF 1 i HDPE ®0.34X _ - - -r - - - - Conn ction� ne ton T — }------ -- -- - - - E - ----- - - -'--- - -_ 0 off y XDIs ? - 242 LF o 24 i FIDPE 0. _ _ _ ; .5X CB f8 -- - -- - - � 18 ' Water Service __ --_ � 8 f I _----�_� � - �-----I- - �_. Con �� i ®t.1X - - --- -- - -- --- LF of 2 HIDE ( 3 -- - --- - -- erections i f0f >f of ,12" HDPB l - - Water Service -- -- — - -- ---- -- 0�--'I tittleE- - - -- I - ----- ---- 3 __ 48 0 12"rt —IMP - �- - 314 -_____ Connection 20.00 LF o 15"I f --- __-- 16 _ _ O 4. -. - -- - --- ------f- �- HDPE O 2.OR 8" GATE VALVE; i - ------ - - -- sTa.3+ao.9t � --- CONNECT TO ---- {- - -- - _ _ --- - -{- -- -.. —_ - - -- TING 8"PVC ° r er ce - - --- -- - - - - -- ---- -- --- - ---- - - ----- 314 312 SDR 28 TO - - ---- J-- Connection- C - --- . - -- ---- -- - - --- - - --- -- — I_ -- - - - -- - ---- ' -- -- -- -- i - - - -- -- - - -- -- - -- --- - -- -- -- - 12 310 - ---- ---- _-� - - --- - - -.I_ --- -- ' I I - r"- -� -- t � _ i c0 CO t M cO cG CN :; N i` N CD CO p CO CO Co10 N N O r N CA to � M COm pj M O ,- C� i` Cat tom d CQ in P'l C^ O O � CV cpC�t th er d' � � O � N '-'t M O OS r�i _ O N � C\t ¢ 1` M d� � ••-t 00 00 � ftt !� M NCQ NN NCV NN N� NN NG�12 NCM�i N� �' d' N� in d m tC)m c0i` �� O� �C� �C7 -C"? MCA MC9 MGh MM MCh MC"7 d+ Ada d to tO MP: MC'3 MC7 MI?'! MP7 MC7 MC7 MM ML°7 NCV NC12 MPS M "7 M N CV N Cat N CV N CLl N Cat N t1i cV d° �h c0 en CAP to h O) MC7 MCq MC"� MM MC'� M 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 CENTRAL AVENUE (3+20 70-15+50) HORIZONTAL SCALE: 1'=50' VERTICAL SCALE: 1 "=5' RECORD OF WORK: 1.) AS -BUILT PROFILE CREATED SEPTEMBER 25, 2013. Pipe Legend 2.) MISCELLANEOUS CHANGES MADE AT THE REQUEST OF THE CITY ENGINEER ON SEPTEMBER 30, 2015. _xx iF of_8=41 P11C Sanitary Sewer Lane SDR 26 ! as% xxx LF of 24.0 Storm Sewer Line HDPE ® xx% --�n-Z� 1�%iT RLIN _ W.ter1ine AS -BUILT SURVEY - PHASE II ROAD & UTILITY PROFILE OUN CLYUB ESr"Ar-"ES RESIDENTIAL SUBDIVISION PB NO.: 05.005 SCALE: I " = 40' DECEMBER 5, 2007 Cq 44 CITY OF 5ARATOGA 5PRING5 (OD) top UNAUTHORIZED ALTERATION OR S SARATOGA COUNTY, NEW PORK ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. © 2005 TOMMELL &ASSOCIATES TOMMELL A550CIATE5 JASON M. TOMMELL 28 CLINTON 5TREET, SUITE I P.L.S. LIC. NO. 50,605 5ARATOGA 5PRING5, NY 1286E MAP NO. 200707G2.001-AB PH: 515.587.3140 FA:5 18.587.725 1