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HomeMy WebLinkAbout05.057 Beaver Pond Village- PHas 3, 4 & 5 Plans As-BuiltC� IT . + 0 �l'= K: 'a it r e;C s a edj8� �- O ll�*I SITE LOCATION MAP 1 If = 2,000. MAP REFERENCE: 1. MAP ENTITLED "BEAVER POND VILLAGE", PREPARED BY BOSWELL ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 AS MAP No. M2011206. LANDSCAPE PLANTING LIST SPECIES NAME COMMON NAME ACER SACCHARUM SUGAR MAPLE CELTIS OCCIDENTALIS HACKBERRY GYMNOCLADUS DIOICUS KENTUCKY COFFEE TREE TILIA AMERICANA AMERICAN LINDEN TILIA CORDATA GREENSPIRE LINDEN N W - _... EXI3TIN 1Ngi-ERLINE W W W �. -w ) GEYSER ROAD (COUNTY ROAD No. 43 0 0 3 5.86 - �'. ''• : 115'.26p ` a �• STREET SLN - s _.. `: : , ..•.,..,,.•. "AREA SPEED ' CB,t.. Q - -ST V V/ LIMIT 30" SIGN "STOP" SIGN 97.54' Bc 2 LF - 12 HDPE ©335.79 0.88% 33s 9 73 cr Fc 335.48S89°0627'E T C= 6.26 -c= 5.8s Cn " C IRg"STOP" SIGN �N8191°1061'27 .7_"W336.5 X 3 .09 43) ^ n *1 336 62 / O �'` : b3 �o N LA E wS , riJ J 1" (�4) W Y RO :.. m W x �, �i�0 30 LANDS N/F �.. o O° Q M ° oo SOo ELA *1T + C" ` '' SARATOGA REAL ESTATE LLC �4 ° F M u I P oo f M '.. �COt71� a II �, v^ I GP rn c� � u r. ®LA E vi o Ll w TAX MAP ID: 177: 1-21 ROAD STREETSIGNm••. a I gS i II u 3 �m 2 YSER 11g,2 y o o° m I F4CO GE ' p'E R,3 a . •. 61°21'1 �, 00 S74°44'`W W _ S89°O6'27'E 0 - - 11----. CB _ N L1=1 p 3 35C 68.42' N Q 94. 49' ° v - N89 °06 27"W W � r 6 350 T M s CID hV 403N77° 12'46' E 43 a 19'"AREA LIMIT 30ESIIGN v co MJ� �, /:. Z� ®PL� ELA r Z 135. ^o s s n O s ra W w� EL M ° �• \ siy 125. 0u A E x cP � O1 (=1'E BURIED UNDERAINAGE HOANDSCAPINGLE AND E INLET w0S° wOs° O 11331 FMCO '� l4� J 45 �s GP N82_ 1- D r, Z ANNIE3 m S74°44 27W T65.6' 5°s�GP^O .oD; D2 142 � � GP �' •`' I ' A) P EL -4.43 1�3 GRINDER PUMP �� �° o \ m GP RIM=333.96Cn o ( .� ) %�� �LA ECb "E OPEN SPACE �^ N64° AREA A 102 - m c'' o �. 3�' s 3�S2y \ NOTES: •. N o z g ' �.�0� \ 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN "NO PARKING ANY TIME" SIGN m G 0 / $ DURING THE MONTHS OF 1 ° i m •• 9 1 A IE ws +• N I � � I 1bb25 ,�� �,"'�'. . •' ; • 41 ACTUAL FIELD SURVEY CONDUCTED MARCH, APRIL, AND AUGUST, 2023. �, �., . .: �. 73 2. BEARING AND DISTANCES SHOWN ARE TAKEN FROM \ SS SOo "PAMELA LN" ? + , \ 5s° - FM M2011206. co STREET SIGN ", C.b \ OGP E tJ L=30.64' ,::.: �� �� `(� �o�. o^/ c3. VERTICAL DATUM IS PER REFERENCE MAP No. 1. d? „STOP" SIGN w .. Q° '?ir• 72.11 ,06 q6� ZS� �s Og• ^b 0 'o_ o • v 2 , L-34.18G 4. UTILITY VALVES SHOWN ARE LABELED ON THESE PLANS O •• PER CONTRACTOR MARKUP DATED JUNE 2 Pz 00•ti ^ �" o � '•' .:�, 2023.-C=335.71 C 36A y C� 2 BF , KARNER BLUE b��6 �P� \ QLA E \ off.. c T=334.84 3 \ I.I.=329.68 5. I r 58-_BFC=334.43 PAMELA LANE 24 ud 5 dd - ,�' , . j 32 THIS S BUTTERFLY HABITAT � b• G 2 .. ... r-_ 334.89 ___ _ �T� � ___ ,� �; \ 40 � IS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF W I - 33..-, a� - d g2 AN UP-TO-DATE ABSTRACT OF TITLE OR TITLE x 3,3B ce 36 P L REPORT AND IS THEREFORE, SUBJECT TO ANY �P `sue- GP �4y' �j5, Row) CB 35Q T-- � " 'bo \ ®LA E EASEMENTS, COVENANTS, RESTRICTIONS OR ANY ��• o �s r : ° g 1 / 33� �2 CB 35P ___�_-__9s_ TB = STATEMENT OF FACT THAT SUCH DOCUMENTS MAY '� CB135 c E - - _ ...' V►S 2�+'4° �o> DISCLOSE. 6 b1 , ..' `6 c� gFc 3 j8C ,33h.4I - . S85-0540"W".,, .... , , . 62.32' ws° 6 , : ;, "�,;' ' , 185.39;: 75.00'I 49 L= 95 1 L� 6 OR ... . .49' 22. ' so sOs° �� . ADJOINING PROPERTY LINES SHOWN ARE F ©PA \ sS �$ : • •`. _j E L=26.36' pOo 60.90' \ 66 r� 2 ;� 'yJ `L �� 9A REPRESENTATION ONLY AND ARE NOT CERTIFIED TO. co I ss z 7. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM EL 1,0.=326.92 THE PROPERTY LINES TO THE STRUCTURES, ARE FOR `; p0,• sus.° Gp I P A E REFERENCE ONLY; THEREFORE, THEY ARE NOT 663�•'�� �` G�P I GP INTENDED TO MONUMENT THE PROPERTY LINES OR TO Qp., o�, {� Z Z �, o_ GUIDE THE ERECTION OF FENCES, ADDITIONAL k o a J o 38 `z STRUCTURES, OR ANY OTHER IMPROVEMENT. k `L z LJ Co o \ o N Na 1� POND 8. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT V N N 9• ,. rr, m o a� o P EL 8 p�G CERTIFIED TO. WHILE EVERY EFFORT WAS MADE TO `° 3j g 36 •�% r" 36LA E N5 pa �' 3 PLOT UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES FROM FIELD INVESTIGATIONS AS WELL AS 39 P L P EL 1.0.=320.99 DATA OBTAINED FROM PREVIOUS MAPS, RECORD ®PA E L �LA E I ®LA E UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, 45. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE ry�/e 89EXISTENCE OF WHICH ARE NOT KNOWN TO THE ��� �GGy 4 V'' ' __ o SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY OF 70°5822„E OCS-1 82.57'_ _ N TF=330.08 TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF 75.00' 1.0.=328.47� 74,79' - - 1.1=320.16 ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN / O N84°33157.5T '23"E a 1.C.=326.03 OR NOT SHOWN HEREON. DIG SAFELY NEW YORK .� � S82°14'26"yV O X �3500 A_ 19 p EL_fI � r �� <5a � •;�^�"' ; `� MUST BE NOTIFIED PRIOR TO CONDUCTING TEST ❑LA E Y r; .. N�G� BORINGS, EXCAVATION AND CONSTRUCTION. S16_C7- v� coPM LEGEND: 1.0.=325.83 9. DURING THE COURSE OF THIS SURVEY, A PORTION OF RIPRAP SWALE THIS SITE WAS UNDER CONSTRUCTION. THEREFORE, THE PREPARER OF THIS MAP CANNOT CERTIFY THAT N `yh OPEN SPACE POND DECORATIVE LIGHT POLE SOME OBJECTS, FEATURES OR GRADES HAVE BEEN PROPERTY LINE op s A90g/o s • •. n Q - - ALTERED OR THAT THERE IS AN ELEVATION 77 AREA D %. �3�- PHASING LINE PLANTED TREE DISCREPANCY CAUSED BY SAID CONSTRUCTION. 10. THIS SURVEY AND THE CERTIFICATION HEREON SHALL a NAT. GRID UTILITY CROSSING pd WATER VALVE BE VALID ONLY TO THE PARTY OR PARTIES HEREON Z �� �• \ \ WATER LINE FIRE HYDRANT NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, OTHER THAN 'If o •� \ \ \ STORM SEWER LINE Sp AS MAY BE OR EXPRESSLY STATED HEREON AND 1 2 ,' \ WATER SERVICE SHUTOFF EXCEPT AS NOTED IN THE CERTIFICATIONS. PA EL \ \ SANITARY FORCE MAIN SEWER LINE gS w ,; SANITARY SERVICE SHUTOFF 17 LANE \ \ 11 ONLY TITLE SURVEYS BEARING THE MAKERS EMBOSSED \ \ cn ho' •' v h /� \ \ 01>7 M/4TI L=48.56' „JANE ST" & v ✓i cHL►NE T "PAMELA LN" I M J2 ¢F G STREET SIGNSg� 000• 2 \ - Q V. ce A ti CB 4 SMH 43 34b.35 ��H m' 16 PA ELA TBC==34,5 -�:.: y. • , BFC=345 27 a.. L=30.56' CB 25 LO317' �• �.,. -.1 CB a` \ S87°08110'E o\ T p<1 L5�_ 120.00, BRIDGE BRIDGE OVERALL TRAIL MAP 1„ = 200, OPEN SPACE AREA A o� �h s°o 040 '40 (10)\ NO. I DATE I DESCRIPTION IJUICRV TLUI URNRYN I UL.3py GUI UMCpy LUI RECORD DRAWING CERTIFICATION SANITARY SEWER LINE ® CATCH BASIN SEAL SHOULD BE RELIED UPON SINCE COPIES OTHER THAN EMBOSSED -SEAL COPIES MAY CONTAIN E UNDERGROUND ELECTRIC LINE UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS, ® DRAINAGE MANHOLE DELETIONS, ADDITIONS AND CHANGES. • , 1, �� ' , EGISTERED PROFESSIONAL ENGINEER NO. FLARED END SECTION Q SANITARY MANHOLE ��' �. �'• 520 IN THE STATE OF NEW YORK WAS RETAINED BY ut- CONCRETE CURB W/ CURB CUT GP SANITARY GRINDER PUMP 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ,�'•; TO UNDERTAKE OR CAUSE TO BE PERFORMED BY ANY PERSON UNLESS ACTING UNDER THE DIRECTION q:� OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM Y STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND `'`• . %• �' '''" CONCRETE SIDEWALK TFC TOP OF CURB ELEVATION IN ANY WAY. . • REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED 4•'''+ '''" r t'' (5' WIDE, UNLESS NOTED) BFC BOTTOM OF CURB ELEVATION O 'AS-BUILT"HAS WITH 13. UPON COMPLETION OF SETTING ROW MONUMENTSTHESE • Q� BY ME AS BEEN COMPLETED IN ACCORDANCE PLANS WILL BE RESUBMITTETD WITH LOCATIONS. 'f THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY CURB RAMPS W/ DETECTABLE GRAPHIC SCALE AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND 9�1 TEXTURE WARNING, (TYP.) 0 40' 80' INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. 1 inch = 40 feet OSWELL ENGINEERING ENGINEERS •SURVEYORS •PLANNERS •SCIENTISTS 799 MADISON AVENUE • ALBANY, NY 12208 0 (518) 436-6310 cri��S�roPHER. J.SCHROUEDER ROADWAY AS -BUILT PLANS A. Ne�,�- BEAVER POND VILLAGE it �y 00 PAMELA LANE & ANNE DRIVE ,4) CITY OF SARATOGA SPRINGS r 0 1)ATOGA S TE OF NEW YORK ® COUNTY OF SA TA SURVEYED BY HR/SR DESIGNED BY SCALE: JOB NO. DATE 08096$ DRAWN BY SR CHECKED BY CJS 1" = 40' Al2-010 08/26/2024 LAN PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 DRAWING No. Al2-010-ASBUILT_2023.DWG SHEET of 8 r � � L=48.56' '... • II N P ELA .... .. 16 LA E - `' TBC=345.49 J MATCHLINE SHT 1 vv- • '10"E ,.. �. 345 35S � >� I 7 08 _e346 3a` 1 �� TBC= 345.64 7.00' KARNER BLUE BUTTERFLY HABITAT + ,6 `� /�6 BFC=345.27 I u L=30.56' L=3.17' STOPSIGN ��.� m 000. P EL ���•� / r u m LA mammmo 5 �� h�• o 0 2n63 �S o 15OPA ELA, c OPEN SPACE y��� � AREA D N86°36'46"W w 6' HIGH CHAINLINK FENCE x LA E t / 1pb x , N80°05'11 "W . / �� • - - N80°05'11 "W q9� o - - �v 105.59' < `�,� 569 2000 62100, PA - MI 46 \301 F9LA EET OPA ELA J E o W\ a 1� g Q s ®STREET m d, �SL�ST EET 1o°a2oo 3 M a} r- NCO N80°05'11 "W s. °° _.•.,so 110.00, - - - - N80N80° - �� \• O 110.00, 11 P EL ��� ' PA Elm s LA E `aa �,y ° ©LANE I STREET s L6 I '.��s S62z9°�aa `�M' 56 STREET 3 S 110.00 • • N80°05'11 "W ^ MU �{ • 110.00' mgPA E L / '�•�o, w: <.�, P EL \ II II m LA E � o .. xorll*�o _ 4 E STREET / 5� , , w•• ; . s I STREET / C344 Z. =AE s / CF7)/ s3 z'gs N80 - - . s I �0 S' f. ,. 60, y0 / K3 o N80°05'11 "W • NS ° M v' S 110. 00, r , , h °O 3 2� �6, -� OPEN SPACE s,\ �y / 58 / 8S6 w • / g 1 Lu AREA BNN 0 3J NE z -- - `49 z ©STREET - J Io ��, `. MB S 1 52S�RE (Z gry ,• "MB N80°05'11 "W n I y ^ 34 49 110- 00, - - ° N81 °59'11 "W m ! E - - 110.06' �s PA ' b� / lb- 'v � o a \ S 'i (�, N81°59'11"W - - - - - - 270.11'- - S73°0328" M J E co : n J N E 45.11' 75.00' 75.00' 75.00' E +� 1 51 STREET ' ®STREET / 91.10 56 C� I 1 0� P 5 110,00. �,� � Cj I I I I oP - r ° w• o Lmow A � . ,Ng7°4506 �s t . oo �6d ^ �� �\ C.' .• �No�^ s'. (1 _V W W - W •' V � •Lu .• . J \ 0� ^�y. 51 0 0 0 00 � o o JANE o o JANE � ( NE ° J E I�STREET •- ©STREET „� ®S BEET oo R ET o ®STREET z z rn I <o W ls 1 g ��s�,c ` � / z z z ,� �• � � � , STREET C7 / Q I M'' �\ a / �• . '_ �? , STOP W / i O,? ? SIGN . hNv�V ` co RECORD DRAWING CERTIFICATION I, N EGIS TERED PROFESSIONAL ENGINEER NO. •tO$, • IILI- N`TTHE STATE OF NEW YORK WAS RETAINED BY it r#jA0 �� MbA TO UNDERTAKE OR CAUSE TO BE PERFORMED BY STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND • REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS 'AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH 0 • THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. OPEN SPACE AREA A Ce y ' 'i • .73 g rr ` SIT +� -r r � � S� SITE LOCATION MAP 1" = 2,000, NOTES: 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN ACTUAL FIELD SURVEY CONDUCTED DURING THE MONTHS OF MARCH, APRIL, AND AUGUST, 2023. 2. BEARING AND DISTANCES SHOWN ARE TAKEN FROM FM M2011206. 3. VERTICAL DATUM IS PER REFERENCE MAP No. 1. 4. UTILITY VALVES SHOWN ARE LABELED ON THESE PLANS PER CONTRACTOR MARKUP DATED JUNE 22, 2023. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN UP-TO-DATE ABSTRACT OF TITLE OR TITLE REPORT AND IS, THEREFORE, SUBJECT TO ANY EASEMENTS, COVENANTS, RESTRICTIONS OR ANY STATEMENT OF FACT THAT SUCH DOCUMENTS MAY DISCLOSE. 6. ADJOINING PROPERTY LINES SHOWN ARE FOR REPRESENTATION ONLY AND ARE NOT CERTIFIED TO. 7. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES, ARE FOR REFERENCE ONLY; THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. 8. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CERTIFIED TO. WHILE EVERY EFFORT WAS MADE TO PLOT UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES FROM FIELD INVESTIGATIONS AS WELL AS DATA OBTAINED FROM PREVIOUS MAPS, RECORD UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT SHOWN HEREON. DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. 9. DURING THE COURSE OF THIS SURVEY, A PORTION OF THIS SITE WAS UNDER CONSTRUCTION. THEREFORE, THE PREPARER OF THIS MAP CANNOT CERTIFY THAT SOME OBJECTS, FEATURES OR GRADES HAVE BEEN ALTERED OR THAT THERE IS AN ELEVATION DISCREPANCY CAUSED BY SAID CONSTRUCTION. 10. THIS SURVEY AND THE CERTIFICATION HEREON SHALL BE VALID ONLY TO THE PARTY OR PARTIES HEREON NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, OTHER THAN AS MAY BE OR EXPRESSLY STATED HEREON AND EXCEPT AS NOTED IN THE CERTIFICATIONS. 11. ONLY TITLE SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE COPIES OTHER THAN EMBOSSED -SEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS, DELETIONS, ADDITIONS AND CHANGES. 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 13. UPON COMPLETION OF SETTING ROW MONUMENTS THESE PLANS WILL BE RESUBMITTETD WITH LOCATIONS. MAP REFERENCE: 1. MAP ENTITLED "BEAVER POND VILLAGE", PREPARED BY BOSWELL ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 AS MAP No. M2011206. m 0� !.,�^� ?So 4�56 I 91.71' R=177.50' Doo; "JANE ST" & OPEN SPACE LEGEND: 2g' 1 75.00' 75.00' 00' L=47.65' 8,i2. 3 �2 Q n 69.60' . •*... w S82° R���� v "PAMELA LN" 6B S4'o0,r .. ..• S 1" 41=15.°22S. r.. 45'2T�cL 01 ti STREET SIGNS AREA D / �s 4�c gam, ..:. .... Ox0 �c 34 T � o ' DECORATIVE LIGHT POLE - r__. _. _ ------ _ f / r o - - PROPERTY LINE �A as I F-- - T,Bc=342:7'2 jAyE_-STREET ec, �'1 I '� j / ;: �� ° PLANTED TREE l� 343.72 I 342.75 n BFC�34142 �� 3? PHASING LINE (� ✓ _ ! - _ 342.07 47.7 i 0 Q� ' 4 19-----T- I 7--00 0 „ ? \\� 38+a(� �2 55' Rows rec_ �t- a "341.01 - 0 NAT. GRID UTILITY CROSSING WATER VALVE / <.S9 4c9's v p TBC=343.14 _ _341.46 r- � J NE 6? S4, o„ 345- _ -w "-dFC=342. 6_ Ry12 , �3 1 MB S6 ° 4�7 / o Tec_ - �� re ® s _ WATER LINE FIRE HYDRANT STREET ,.. �3 r T--r " �c -32.8 c= 40• 36'1 W yYo 0 • ' � �4�. w• ...• 4.• :.. i : ° :386.31' 3"• .� . •ti' : • :$=1 y� y W;BFC�34 ao oo a� . ^ y •, , . N81°59'11"W ' 50 .09 0 0p 0.2� ` ST STORM SEWER LINE So WATER SERVICE SHUTOFF 0 0 4; 75.00' 7 . 0' • 20 1 s o� A °00 / 5643' L=9.48' 66.22' I 75.00, I 175.00' I E I I I i 4g 34o.sg r 0 S r s3' �-1 SANITARY FORCE MAIN SEWER LINE "�o SANITARY SERVICE SHUTOFF u I BFC-34o.4s SANITARY SEWER LINE ® CATCH BASIN / I I I I I `� N6s°? ECTRIC LINE �5 J NE o e� I I I I I I �4 ` S �, E_ "tee 1` E UNDERGROUND EL ® DRAINAGE MANHOLE S REET ^o �w 1.0.=334.99 �``� FLARED END SECTION w b 7 ` 3j'' QS SANITARY MANHOLE 2 $ 2 3 o g q g 2 5 o 2 6 0 0 / CONCRETE CURB W/ CURB CUT SANITARY GRINDER PUMP O v d o ° .cs . 6 9 o o 8 JANE JAs .- o ssoo �' STREET z 41 STR . STREET OSTRL;, STREET 33STREET �, _ TREET / �, 28 W : " h TFC TOP OF CURB ELEVATION +• ,, • .._y CONCRETE SIDEWALK LL=336.84 ��/ (5' WIDE, UNLESS NOTED) BFC BOTTOM OF CURB ELEVATION = CURB RAMPS W/ DETECTABLE GRAPHIC SCALE 95B>' 149.46' sT\ TEXTURE WARNING, (TYP.) 0 40' 80' 75.00' 75.00' - - S 75.00' 75.00' _ - - - - - - s9 20 p2,E 75.00' _ _ - - - - 375.00' 81.58' _ _ - - S81°41'54"E S81'59'11"E 1 inch = 40 feet NO. I DATE I DESCRIPTION I BY I OSWELL ENGINEERING ENGINEERS* SURVEYORS *PLANNERS •SCIENTISTS 799 MADISON AVENUE 9 ALBANY, NY 12208 0 (518) 436-6310 CHRISTOPI-DER J. SCHROEDER of: NEtti PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 ROADWAY AS -BUILT PLANS BEAVER POND VILLAGE PAMELA LANE & JANE STREET CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK SURVEYED BY FIR/SR DESIGNED BY SCALE: JOB NO. DATE DRAWN BY SR CHECKED BY Cis 1" = 40' Al2-010 08/26/2024 DRAWING No. Al2-010-ASBUILT_2023.DWG SHEET 2 OF 8 G 1 {'Ce�$f SITE LOCATION MAP 1" = 2,000' MAP REFERENCE: 1. MAP ENTITLED "BEAVER POND VILLAGE", PREPARED BY BOSWELL ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 AS MAP No, M2011206. 43) TY ROAD N �CQUN YSER ROAD GE •. s . O =AE ` TAP &SLEEVE ®EXISTING 16" MAIN W ^ `-`-`-�` W EXISTING WATERLINE W - CB 101-. TF= 335.26 COUNTY ROAD No. 431 GEYSER ROAD i 2 0- Y� :.. .. r.. •. 1.0.=331.38 a�.J g ,. ; ..... CB 100 j / o .. . TF=335.37 ST _..._._--'. IRF 45' BENDS✓ :. _ Lq N�... •• - �47 CIR � 83k�F =RILAE _ ° V S LANDS N/F - gti w 0� 5C'" SARTTAXXMAP ID: 177A REAL ESTATE LLC ( GP -7 = �� FMC 46 P - TF= 36.66 D 5.99 o� Q, �o 0 EL 2" PVC ®LA E N88"98 40"E � FORCE MAIN I. i• '25. t?®' A ELA cP FMCO 45 v_ AO DRAINAGE MANHOLE AND PIPE INLET �A E TF=335.99 �• Z =Rl BURIED UNDER LANDSCAPING ��' • -� e g cP NNIE G) �DRI E \ 42 \ 22• BEND . cP �� 1 /� I P E L 276tLF 8" DIP WATERMAIN--< p� t• �O LAN " 57' / 6� 51 �•. 4 800±LF 8" DIP WATERMAINCal TO ANNIE DR. CONNECTION CB 36A co 41 s - �� b VALVE TF=336.26 I NOTES: \ =IDDRI�,' CB 35A O RIVE r TF=334.25 I I �' ` LANE L 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN ss.• gin':,• s 1.0.=333.54 \ C° ACTUAL FIELD SURVEY CONDUCTED DURING THE MONTHS 9� 3/4" COPPER SERVICE (TYP,) ,GP OF MARCH, APRIL, AND AUGUST, 2023. '71 + ': U 2 I RE TAKEN FROM "• 6 . • . ..... ;.,. + . ti?�,C y FMAM2 11206. DISTANCES SHOWN A TF=334.22 0) •�' � � S• � -- 'N W 8" DIP WATERMAIN _ W 5• "� � ': � � � � 3. VERTICAL DATUM IS PER REFERENCE MAP No. 1. O � �� 8�- � 40 I.L=329.68 r 5 W 231 PAMELA LANE 24+�0000 ` 4 PLANS PER CONTRACTOR MARKUP DATED JUNE 2 - I - t- -- -p� - _ E • UTILITY VALVES SHOWN 78 (55' ROW) 3 1�h 2023. �LA E • ° _ 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT Ql- , TITLE �% - S . z •. ..•• ' •• • ' �`.••.: •' "� • ` '•� 1 •"�' � -TO-DATE ABSTRACT OF TITLE OR \ " ` :; -' \ REPORT AND IS, THEREFORE, SUBJECT TO ANY ©PA# 82' CB 35Q - EASEMENTS, COVENANTS, RESTRICTIONS OR ANY I A f I CB 36 \ STATEMENT OF FACT THAT SUCH DOCUMENTS MAY ` SQ, - 3 PVC TF=335.22 TF=336.29 CB 35 y RCE MAIN I♦ � DISCLOSE. TF=334.16 I I p EL 1.0.=326.92 A E 6. ADJOINING PROPERTY LINES SHOWN ARE FOR REPRESENTATION ONLY AND ARE NOT CERTIFIED TO. 7. THE OFFSETS OR DIMENSIONS SHOWN HEREON, CB 34 CB 35P 3 8 \ FROM THE PROPERTY LINES TO THE STRUCTURES, f 1 0 TF=335.8E TF=334.39 POND ARE FOR REFERENCE ONLY; THEREFORE THEY ARE 10-00 � NOT INTENDED TO MONUMENT THE PROPERTY LINES P EL y 3J 36 OR TO GUIDE THE ERECTION OF FENCES, 21 1 OCS-1 ADDITIONAL STRUCTURES OR ANY OTHER � \ EL I ®P EL I.0.=320.99 IMPROVEMENT. ( OEM I ' OCS-1 8• UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CB 32ED TO. WHILE EVERY EFFORT WAS • ' PLOTIFIUNDERGROUND UTILITIES, STR CTU ESDEAND TF=340.29 = %r TF=330.21 FACIL ES IELD NS AS WELL AS - - - DATA ITIOBTANOED FFROM INPREVOUSOMAPS, RECORD \ gyp` 1.0.=328.47 ( - UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, � " :• 437±LF 8" DIP WATERMAIN THERE MAY BE OTHER UNDERGROUND UTILITIES, 1 g P EL �' • �� VALVE)NE ST. CONNECTION ❑LA � THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE + $p 33 SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY CB CB 1.0.=325.83 TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF TF=340.19 s Vy OT SHOWN ORENOT SHOWN HEREON. A U EON. DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR TO CONDUCTING POND LEGEND. �4 / ` o TEST BORINGS, EXCAVATION AND CONSTRUCTION. DECORATIVE LIGHT POLE 9. DURING THE COURSE OF THIS SURVEY, A PORTION PROPERTY LINE OF THIS SITE WAS UNDER CONSTRUCTION. PLANTED TREE THEREFORE, THE PREPARER OF THIS MAP CANNOT PHASING LINE CERTIFY THAT SOME OBJECTS, FEATURES OR GRADES HAVE BEEN ALTERED OR THAT THERE IS 12 NAT. GRID UTILITY CROSSING WATER VALVE AN ELEVATION DISCREPANCY CAUSED BY SAID O , CONSTRUCTION. N Q \ W WATER LINE FIRE HYDRANT 17 PA ELA \ \ \ 10 THIS SURVEY AND THE CERTIFICATION HEREON CB 25A TF=344.61 - 60 - CB 25A am tx 61 - PA EL -saw 16 LA E ST STORM SEWER LINE' WATER SERVICE SHUTOFF SHALL BE VALID ONLY TO THE PARTY OR PARTIES - SANITARY FORCE MAIN SEWER LINE "'Sc' SANITARY SERVICE SHUTOFF HEREON NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, SANITARY SEWER LINE OTHER THAN AS MAY BE OR EXPRESSLY STATED CATCH BASIN HEREON AND EXCEPT AS NOTED IN THE E UNDERGROUND ELECTRIC LINE CERTIFICATIONS. DRAINAGE MANHOLE FLARED END SECTION 11. ONLY TITLE SURVEYS BEARING THE MAKERS Q SANITARY MANHOLE EMBOSSED SEAL SHOULD BE RELIED UPON SINCE CONCRETE CURB W/ CURB CUT C} SANITARY GRINDER PUMP COPIES OTHER THAN EMBOSSED -SEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS, DELETIONS, ADDITIONS AND `" • + . �. •" CONCRETE SIDEWALK CHANGES. , • r:'4 (5' WIDE, UNLESS NOTED) GRAPHIC SCALE 0 40' 80' 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE CURB RAMPS W/ DETECTABLE DIRECTION OF A LICENSED LAND SURVEYOR, TO TEXTURE WARNING, (TYP.) 1 inch = 40 feet ALTER AN ITEM IN ANY WAY. MN SMH42 CB 24 TFzz34538E \ TF_ 345 Og TF_ 34 s _ \\I CHRISTOPHER J. SCHROEDER ROADWAY AS -BUILT PLANS - WATER UTILITY TIES op NEh,y BEAVER POND VILLAGE f N0. I DATE I DESCRIPTION I,�I,BY"VI BY" IBY"`"Iv - -_ PAMEL_A LANE & ANNE DRIVE yP�°J• y�0 ° CITY OF SARATOGA SPRINGS OSWELL ENGINEERING a' COUNTY OF SARATOGA STATE OF NEW YORK n 0 SURVEYED BY HR/SR DESIGNED BY SCALE: JOB NO. DATE ENGINEERS • SURVEYORS • NNERS • SCIENTISTS oge �JQ. DRAWN BY SR CHECKED BY CJS 1" = 40' Al2-010 08/26/2024 799 MADISON AVENUE • ALBANY, NY 12208 • (518) 436-6310 PROFE ONAL LAND ANDDRAWING SURVEYOR N.Y. LIC. 050965 No. Al2-010-ASBUILT_2023.DWG SHEET 3 OF 8 � x '• CB 25A � 4 TF= 344.61 16 PA ELA MAT• E - M' j' 1 CB 23A 4 , •• .. •... BE TF=346.01 y' g" DIP WATERMAIN - - ._ BE Dcr 53' SMH 42 _ -��- TF= 345.09 SMH 44 I-r :�• % TF=346.50 f - SMH 43 a TF=345.86 \ 14 PA E L CB 24 CB 25 TF=345.52 TF=344.6 /� •. •• �� I I , 3/4" COPPER SERVICE (TYP.) a 4 �/f, r /�� Ce Jt� SIT TF- 4.9 -- - 63 i 0 cc J 1,408±LF B DIP WATERMAIN-� "• O 1 5 LA E _ -- O CB 30 �f E !' S _ PA ELA ST. VALVE r TO M _ OPEN SPACE AREA D ( .+ J' � TF 345.57 3 � v ��,, \ • � ~� ..` ;. CONNECTION) oo / ©STREET _ x x x I _ _ - - LA SITE LOCATION MA S H 41 e \ �2 TF 345 / 1 - 2,000' SM 31 I- TF 346.98 ( 62 / W P / 31 a 13 LA E �� +; / 29 OEpL S ffEE Ly CBA \ NOTES: I I 59JTREET 46 \ , TF=345.02 S ° STREET �5' ` r 32 1, INFORMATION SHOWN HEREON WAS COMPILED FROM AN ACTUAL FIELD 42 '. �0U23EY CONDUCTED DURING THE MONTHS OF MARCH, APRIL, AND AUGUST, 17 vi. I / -� N I - - -, -_ - - -� � '` •,,�.;, ;, , 30 \ 2. BEARING AND DISTANCES SHOWN ARE TAKEN FROM FM M2011206. =AE J ��®PAN L / \ 3. VERTICAL DATUM IS PER REFERENCE MAP No. 1. y 9� -yam "' 4. UTILITY VALVES SHOWN ARE LABELED ON THESE PLANS PER 14 / lolSMH 40 �� \'' CONTRACTOR MARKUP DATED JUNE 22, 2023. 4 TF= 345.33 9iy 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN 07J NE �� T ".,. CB 28 UP-TO-DATE ABSTRACT OF TITLE R TITLE REPORT AND IS, STRE T I I�Sx �' s� TF=343.95 \ 5C' STREET \ • ..• / \ THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS, / 9g• RESTRICTIONS OR ANY STATEMENT OF FACT THAT SUCH I/ / DOCUMENTS MAY DISCLOSE. 6 0 w 4 6. ADJOINING PROPERTY LINES SHOWN ARE FOR REPRESENTATION 36 2 ONLY AND ARE NOT CERTIFIED TO. Q i . man .� �PA ELA \ Z DIMENSIONS SHOWN HEREON, FROM THE I'� THE OFFSETS OR • :•• PROPERTY S TO THE STRUCTURES, ARE FOR REFERENCE ONLY; L - PRO RT LINE SMH 39 Q >>0' \ THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE o TF=344.34 �. o / PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, 15 ( \ �4xp •• / ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. IQ 8 \ 6 SMH 38 OSTREET �1 ��, �\ '' TF=343.06 / / B. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CERTIFIED TO. E T a TREuj ET Sp / / WHILE VERY EFFORT WAS MADE TO PLOT UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES FROM FIELD INVESTIGATIONS AS WELL .: RECORD UTILITY .,, � , :.• OPAOEL / TB-38� Q5 ,''� • �34, • � • � /// AS DATA OBTAINED FROM PREVIOUS MAPS, ,i , DRAWINGS AND UTILITY FIELD MARKOUTS, THERE MAY BE OTHER I 821tLF 8" DIP WATERMAIN-� `•' � CB 27 ;- • TF=342.62 / UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT d - - - (TO JANE ST. VALVE spa` CONNECTION) KNOWN TO THE SURVEYOR. IT IS THE CONTRACTORS - �� .�.. • �� RESPONSIBILITY TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF �65' / ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT I \ i / 1-1 SHOWN HEREON. DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR \ SMH 37 TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. 16 - i• 5 / As, TF=342.65 THIS SURVEY A PORTION OF THIS SITE Q >• 9. DURING THE COURSE OF , 49 5 PA EL ti WAS UNDER CONSTRUCTION. THEREFORE THE PREPARER OF THIS ®J TREET �' I OLA E 4S, MAP CANNOT CERTIFY THAT SOME OBJECTS, FEATURES OR GRADES S I 2J E / STREET I CB 27A • HAVE BEEN ALTERED OR THAT THERE IS AN ELEVATION I ` \ CB 27A.59 DISCREPANCY CAUSED BY SAID CONSTRUCTION. 0 of ^ \ 5�` / �, •, 10. THIS SURVEY AND THE CERTIFICATION HEREON SHALL BE VALID PA / � SMH 36 ONLY TO THE PARTY OR PARTIES HEREON NAMED AND ARE NOT - - - / EQUENT LA / TF-342.23 OTHER THAN RABLE TO ADASTMAY BE INSTITUTIONSIONAL OR EXPRE SLY STATED S OWNERS, OWNERS,,TRANSF AND EXCEPT AS NOTED IN THE CERTIFICATIONS. 1 w C 2 \ CB 26 11. ONLY TITLE SURVEYS BEARING THE MAKERS EMBOSSED SEAL - m = 46.00 50 TF=341.89 SHOULD BE RELIED UPON SINCE COPIES OTHER THAN 2A - - - - - - - - - 1 t EMBOSSED -SEAL COPIES MAY CONTAIN UNAUTHORIZED AND I ( CB 2 - E TF=34 ' J NE - UNDETECTABLE MODIFICATIONS, DELETIONS, ADDITIONS AND I 51 STREET � s'� ®STREET 56 3 CHANGES. O 9 0 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 11 PA ELA ' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED SMH 35 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. TF=341.72 Co k CB 21 53 54 55 4 o TF=345.30 51 I f SMH 30 ` � Cp: 2S!T NEI CB 17 G;=MAP REFERENCE: TF=346.24 36J NE STREET REET, '" s"STREET OSTREET I TF=340.89 1. MAP ENTITLED "BEAVER POND VILLAGE', PREPARED BY BOSWELL 1 8 j ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND CB 2 TF=344.94 I I I FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 45, CB 20 I CB 3 AS MAP No. M2011206. TF=344. I \ STREET •' :, 34 I I TF=342.47 ( CB 18 SMH 26 0 r / I TF=341.64 161,TF=341.84 f h� / I 0 58 :.. .• 4 CB 16 T34 SQ sr- 78'. I, 2, •:. _ LEGEND: / SMH 29 67 37 1 .. I TF=345.50 ���'- NE STREET r o t JA " d DECORATIVE LIGHT POLE -- 1 +00 A6 °� 9' '176 00 5' if 3 0 o PLANTED TREE (55 R 8"+DIP _ A RMAI _ __�� Z3 PROPERTY LINE J NE r 51'= 14>_., ` ` ` PHASING LINE ©STREET ' "' 1. C71-1 68 _ I �� OS CROSSING WATER VALVE :. .,..4..:.�.. ; �.: p.•.. •..: r _`` NA RI UTILITY • •. " 34 Op T GRID 1 I 1 I s sr. FIRE HYDRANT \ \ TF H345.01 E SMH 27 1 1 1 I 161 I 119, 17A y $„ OAP WA T 4_ � W WATER LINE 6;Yo I #► CB 20A TF=344.26 CB 19A AWN ST STORM SEWER LINE WATER SERVICE SHUTOFF 20 / TF=344.48 TF=342.44 ( TF=340. •� t� 33+ w - C? SANITARY SERVICE SHUTOFF I I I SMH 25 � � G=` SANITARY FORCE MAIN SEWER LINE �S I ®STREET I I I ( I TF=340.96 `` --�� SANITARY SEWER LINE � ® CATCH BASIN 24 7 / E UNDERGROUND ELECTRIC LINE 1 DRAINAGE MANHOLE 21 2 '� 23 � 25 26 ,,� � 0 Q =SAE FLARED END SECTION SSANITARY MANHOLE 41 J N 9STREET ®STREET STREET *TREET. , / 28 @ \ ®STREET OSTR ( I / CONCRETE CURB W/ CURB CUT ® SANITARY GRINDER PUMP I I ( JE •STREET / - .'� ; . ;.. ?: CONCRETE SIDEWALK \ A• (5' WIDE, UNLESS NOTED) GRAPHIC SCALE p 80, I- - - - - - _ - - - - '-'-- CURB RAMPS W/ DETECTABLE - - TEXTURE WARNING, (TYP.) 1 inch = 40 feet CHRISTOPHER J. SCHROEDER ROADWAY AS -BUILT PLANS - WATER UTILITY TIES ®� NE�,y BEAVER POND VILLAGE Q�ERJ.8 o PAMEL_A LANE & JANE STREET CO ,•'�� CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK OSWELL ENGINEERING SURVEYED BY HR/SR DESIGNED BY SCALE: JOB N0. DATE 0 9gg DRAWN BY SR CHECKED BY CJS 1" = 40' Al2-010 08/26/2024 DESCRIPTION SURBVEYED DRAWN DESIGNED CHBYKED 1s24 ENGINEERS • SURVEYORS • PLANNERS • SCIENTISTS AN®' N0. DATE DRAWING N0. Al2-01O-ASBUILT_2OZ3.DWG SHEET 4 OF 799 MADISON AVENUE • ALBANY, NY 12208 • (518) 436 6310 PROF IONAL LAND SURVEYOR N.Y. LIC. 050965 - !r i/7! /� SIT SITE LOCATION MAP 1 If = 2,000. MAP REFERENCE: 1. MAP ENTITLED "BEAVER POND VILLAGE", PREPARED BY BOSWELL ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 AS MAP No. M2011206• �T 1� W W W W W W W EXISTING WATERLINE W - CB 101 TF=335.26 , ✓ w I.I.=332.10 N I.0.=332.04 M COUNTY ROAD No. 43) ---- GEYSER ROAD 18 LF-12" HDPE 0 0.75% o -_ 9 T a �_...� - •' B T100 1.0.=331.38 335 = .37 IRF ST CB '00- TF= 335.3 + 1.0=332.3 C I R '" r 5/8" - NO. 43) _ + OAD N 44 P ELA UNTY R 1 LANDS N/F LA E o (CO ' CB 35C h SARATOGA REAL ESTATE LLC + P EL ROAD T TF=336.01 R TAX MAP ID: 177: 1-21 ' GP N ILA E YSER I.I.=331.96 7 GE "' •.. 0.=331.91 + DE PUMP 1 31? 37.55 CB 35D A • ' TF=335.99 '. 0-21 LF-12" HDPE 0 2.25% 1.0.=332.53 69 d 43 GP GRINDER PUM1' ® .� s - 0 RIM=?3f.19 F - 2" PVC EC ®LA E L � : , +� :. 188018'40"[ 2 _ .' MAIN FMCO 4 5 125.00, I EL op GRINDER UMP � TF=335 99 �, 4 ANNIE BURIED UNDER MANHOLE LA LANDSCAPING PINIGE INLET TOP OF A E 3 C '` RlM=J., \ 6 ? ODRI E PIPE=335.35� 2 � � •NAPE FMC 45 DMH �2 GRINDER PUMP 3 ANNIE 17 335.99 TF=335.61 RIM=336,24 DRIVE pF - !.. 42 TERAL rrP 0,r P ELA 0PA E L 213 LF-12" HOPE 0 0.78% 116, CB 35A I !c �... s • . TF=334.25 ` 4 _ :' 1.1._330.20 \ [`1NI,E yes, b LL-330.30 CB 36A I t c 1.0.=330.15 �DRI IE I TF=336.26 I • 5 V TF= � 34. ' 1.1=331.92 1.0=331.86 I II 50 LF-12" HDPE 05.64% •; r cp I 21 LF-12" HDPE 0 0.32% O " 35L LF-12HDPE 0 1.18% 8 ' \ CB 35B 7=334.22 4.22 ? �� E 1.0.=330.77 _ W W 128 W PAMELA LANE 5 23 I ® 24$00 ___. _.._____ GP (55' ROW) I -ST ;. r> 0.97% 2coo 2X/ •. • , / 1 • �w aN- rA F- p - " „ 5 / . •: f CB 35 J I TF= 335.22CB 36 C MAIN �1 .• • y \ I I =330 54 189' 179' LA E .8�•. • '.-ate � NOTES: 7gLLA E L 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN 'GpGRINDER PUMP "" ACTUAL FIELD SURVEY CONDUCTED DURING THE MONTHS \RIM=336.60 OF MARCH, APRIL, AND AUGUST, 2023. r0ER PUMP 2. BEARING AND DISTANCES SHOWN ARE TAKEN FROM FM M2011206. IM=336.62 40 I.I.=329.68 3. VERTICAL DATUM IS PER REFERENCE MAP No. 1.. 4UTILITY VALVES SHOWN ARE LABELED ON THESE JEL PLANS PER CONTRACTOR MARKUP DATED JUNE 22, 2023. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT CO OF AN UP-TO-DATE ABSTRACT OF TITLE OR TITLE REPORT AND IS, THEREFORE, SUBJECT TO ANY EASEMENTS, COVENANTS, RESTRICTIONS OR ANY STATEMENT OF FACT THAT SUCH D / :,.• .•'' TF=334.16 0 1 F=336.29 OCUMENTS MAY I.I.=329.81 P3 115 LF I.I.=330.54 I.I.=331.78 1�8 DISCLOSE. GRINDER PUMP \ - - 1.0.=326.92 .. j ,•- ... � � 1.0.=330.22 150 1.0.=331.58 ,: IPI�A-�38 24 100 LF I.L=329. 2 0 HDPE I REPRESENTATION ONLY AND ARE NOT CERTIFIED TO. '� • "• 112' oV ; : :•� :18" HDPE 1.0.=329.21 0 � 0 0.43% I , 6. ADJOINING PROPERTY LINES SHOWN ARE FOR ® 1.67% CB 34 CB 35P a °j-3../5'9c 10 - TF=335.86 33 LF TF=334.39 133 LF-12" HDPE 0 0.76% .38 7. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM 0 40y I.I.=331.56 1 0 HDPE I.I.=328.91 \ THE PROPERTY LINES TO THE STRUCTURES, ARE FOR �1 PAEL�e. 1.0.=331.56 LI•=329.71 N I J77 36PA EL \ / POND REFERENCE ONLY; THEREFORE, THEY ARE NOT E !p 1.0.=328.81 I 35 �� INTENDED TO MONUMENT THE PROPERTY LINES OR 1v 139 LF TO GUIDE THE N. C° o / 15" HDPE ^ 2P EL ®PA EL OCS-1 ERECTION OF FENCES, ADDITIONAL �PA E L �LA E I 1.0.=320.99 STRUCTURES, OR ANY OTHER IMPROVEMENT. -� � 0 3.43% o � ,�-. , }/ TFB--340.29 \. y� \` 8. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT \ 1.0.=337.13 CERTIFIED T0. WHILE EVERY EFFORT WAS MADE TO . �' 33= TFPLOT UNDERGROUND UTILITIES, STRUCTURES AND \ TF330.21 FACILITIES FROM FIELD INVESTIGATIONS AS WELL AS 11 46' 1.0.=328.47 - - - - '--- - �- DATA OBTAINED FROM PREVIOUS MAPS, RECORD N. 21 LF _ - h k � 19 PjAEEL �'< :� ' .:' 12" HDPE t UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS ❑L� ' 0 2.54% r: v, CB 33 b ' TF=340.19 _;IRiNDER UMP I.I.=336.48 RIM=343.5 A' yy 1.0.=336.48 ` POND LEGEND. =AE\\ CB 25A \ \ \ '�`1jc!!UjV. IICB 25A TF=344.61 B 34 I - ....�.._ TF=344 61 �s .•• o" 16PA EL ep /x SMF1 43 •' ,.•., SMN 42 CB 24 T F_ 345.86 \ � I. TF_ 345 O9- � SURVEYED DRAWN DESIGNED CHECKED NO. DATE DESCRIPTION .... .... RECORD DRAWING CERTIFICATION of NEw �r I,4sREGISTERED PROFESSIONAL ENGINEER NO. .4. �-0� 652oB , I THE STATE OF NEW YORK WAS RETAINED BY y . i 0% . Y� TO UNDERTAKE OR CAUSE TO BE PERFORMED BY r STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND Q'a • REPORTS AND HEREBY CERTIFY THAT THIS DRAINING STAMPED BY ME AS 'AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH O � • THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. OSWELL ENGINEERING ENGINEERS •SURVEYORS *PLANNERS •SCIENTISTS 799 MADISON AVENUE • ALBANY, NY 12208 9 (518) 436-6310 THERE MAY BE OTHER UNDERGROUND UTILITIES, THE \� EXISTENCE OF WHICH ARE NOT KNOWN TO THE SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY 1.0.=325.83-'*� TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT SHOWN HEREON, DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. 9. DURING THE COURSE OF THIS SURVEY, A PORTION -- PROPERTY LINE DECORATIVE LIGHT POLE OF THIS SITE WAS UNDER CONSTRUCTION. THEREFORE, THE PREPARER OF THIS MAP CANNOT PHASING LINE { PLANTED TREE CERTIFY THAT SOME OBJECTS, FEATURES OR GRADES wv HAVE BEEN ALTERED OR THAT THERE IS AN NAT. GRID UTILITY CROSSING WATER VALVE ELEVATION DISCREPANCY CAUSED BY SAID CONSTRUCTION. W WATER LINE ti o FIRE HYDRANT 10. THIS SURVEY AND THE CERTIFICATION HEREON SHALL ST STORM SEWER LINE Aso BE VALID ONLY TO THE PARTY OR PARTIES HEREON v WATER SERVICE SHUTOFF NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL SANITARY FORCE MAIN SEWER LINE 5So INSTITUTIONS OR SUBSEQUENT OWNERS, OTHER THAN SANITARY SERVICE SHUTOFF AS MAY BE OR EXPRESSLY STATED HEREON AND -- SANITARY SEWER LINE CATCH BASIN EXCEPT AS NOTED IN THE CERTIFICATIONS. E UNDERGROUND ELECTRIC LINE 11. ONLY TITLE SURVEYS BEARING THE MAKERS FLARED END SECTION ® DRAINAGE MANHOLE EMBOSSED SEAL SHOULD BE RELIED UPON SINCE Q SANITARY MANHOLE COPIES OTHER THAN EMBOSSED -SEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE CONCRETE CURB W/ CURB CUT ® SANITARY GRINDER PUMP MODIFICATIONS, DELETIONS, ADDITIONS AND CHANGES. CONCRETE SIDEWALK 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW w4 ,• (5' WIDE, UNLESS NOTED) GRAPHIC SCALE FOR ANY PERSON, UNLESS ACTING UNDER THE " ''• r':'� DIRECTION OF A LICENSED LAND SURVEYOR, TO 0 40' 80' ALTER AN ITEM IN ANY WAY. CURB RAMPS W/ DETECTABLE TEXTURE WARNING, (TYP.) 1 inch = 40 feet CHRISTOPHER J. SCHROEDER ROADWAY AS -BUILT PLANS - SANITARY UTILITY TIES GOOF NE�j,y BEAVER POND VILLAGE �1cRJ• 0 PAMELA LANE & ANNE DRIVE CITY OF SARATOGA SPRINGS C� " COUNTY OF SARATOGA STATE OF NEW YORK SURVEYED BY HR/SR DESIGNED BY SCALE: JOB NO. DATE �0985 Qle DRAWN BY SR CHECKED BY CJS 1" = 40' Al2-010 OB 26 2024 ANO PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 DRAWING No. Al2-010-ASBUILT_2023.DWG SHEET) of 8 ■ x 37 LF-12" HDPE v 0.52% ` -- -CB 25A 34 97 LF-18" HDPE ® 0.91%-\TF=344.61 " • 1.0.=341.16 16 LA E L MATC�-ILNdE - 3HT 21 LF-12" HDPE 00.92% ,,... ,........ ,, •, ... •.....•.. 1 CB 23A TF= 346.01 q 1.0.=342.46 SDR ` 4 012 LF-8" 6 42 1.08 „ °0 I.L=337.68 I.I.=337.94 O. 337.68 - + p MH 46 F=345.86 ccow , �� I.I.=339.21 CB 25 n 14 LA E L CB 24 LO0=339.01 TF=344.67 \ ' TF=345.52 t, „ 66 LF I.I.=342.02 I.I.=33 8.7 t ..�100 LF-24 HDPE ®0.28% 1.0.=338.17 18" HDPE I 0=341.77 RECORD DRAWING CERTIFICATION REGISTERED PROFESSIONAL ENGINEER NO. of h 65tft, IN THE STATE OF NEW YORK WAS RETAINED BY SARM�tD�M Tce O UNDERTAKE OR CAUSE TO BE PERFORMED BY • �' �� STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND r REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED �O �e6Yp8 : BY ME AS 'AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY ►�► AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. �4 / ® 0.29% 30 LF-24" HDPE ® 0.92% v CB 31vp _ 01. 10 �� / TF=344.91 1.0.=340.31 / k 15 LA ELA _ o G- CB 30 J E �TF=345.57 32 OPEN SPACE AREA D AREA D 00 �STREET � LL=34o.a2 ti -� 1.0.=339.92 x x x x �, - LA E / -- TF= 345-78 1.1.=336.97 I.G.=,336.95 _-93 LF-24" HDPE ® 0.39% / 62:D3 :PL)A EEL � 31 J NE 46 a CB 29 =E8 \ 59STREET i �' `i " TF=345.02 JANE 58JANEET ; LL=339.54 SMH 40 1.0.=339.50 Mm 131 LF "17 Y 24" HDPE / P ELA i ® 0.55% PA EL / ;, :. ©LAN 11 LANE _ NE 47 a• c6 28 STREET J N * y :, i TF=343.95 56 S R ET * / U°�� I.I.=338.63 / `� I.I.=339.18 LO.=338.31 . o {' MpA E L 4 P EL 15 rlo+ TF 34 54 .. I I I.I•_�a �182 LF-24" HDPE 00.85% I' - - OSTREET I / 59 221 LF E 12" HDPE / J J -- STREET ® 0.96% 1- /4" PVC SEVER LATERAL (iYl OL E L � CB 28A �� '"• / / TF=343.97 �5 CB 27 - - 1.0.=339.43 41 ` � TF=34f L2� j I.I.=33 7 -� I_ Lg•3 7� \ iA, P E L ALA E I 49 21 LF-12" HDPE 03 46�- - + STREET I CB 27A \ /TF=342.59 LO.=338.59 N� •": 91 LF-24" HDPE 00.57% k ` . P � �• TF=342.23 )22 LF - +' 1.1, = 334.47 12" HDPE "' \ 1,0.=334.38 Pam; ® 0.42% CB 22 CB 26 \ TF=346.00 50 ' • 1 CB 22A- LL=341.30 TF-341.89 _ _ I.I.=336.17 J N TF=345.91 1.0.=341.30 ®STREET 3 1.0.=336.17 51 STREET Lo.=341.41 - 93 LF-12" HDPE ® 0.48% A## 21 � TB=345.30 g 2 I.I.=340.83 J E \ 1.0.=340.30 STREET BEET FOR EET ®STREET 18 1.u.= 7.a ; 4 91 CB 20B JANE �'`, �� TF=344.94 CB 20 1 I I CB 19 ®STREET -� LL=339.74 TF=344.34 TF=342.47 -g + 1.1.=339.97 1 / \ ' 1.1.=339.04 1.0.=339.74 ( 230 LF-24" HDPE © 0.74% I.I.=337.03 LL=339.49 LL=337.72 10 =338 77 r i I 1 0=337.02 N x lz . O SITE LOCATION MAP 1" = 2,000' NOTES: 1. INFORMATION SHOWN HEREON WAS COMPILED FROM AN ACTUAL FIELD SURVEY CONDUCTED DURING THE MONTHS OF MARCH, APRIL, AND AUGUST, 2023. 2. BEARING AND DISTANCES SHOWN ARE TAKEN FROM FM M2011206. 3. VERTICAL DATUM IS PER REFERENCE MAP No. 1. 4. UTILITY VALVES SHOWN ARE LABELED ON THESE PLANS PER CONTRACTOR MARKUP DATED JUNE 22, 2023. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN UP-TO-DATE ABSTRACT OF TITLE OR TITLE REPORT AND IS, THEREFORE, SUBJECT TO ANY EASEMENTS, COVENANTS, RESTRICTIONS OR ANY STATEMENT OF FACT THAT SUCH DOCUMENTS MAY DISCLOSE. 6. ADJOINING PROPERTY LINES SHOWN ARE FOR REPRESENTATION ONLY AND ARE NOT CERTIFIED TO. 7. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES, ARE FOR REFERENCE ONLY; THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT. 8. UNDERGROUND UTILITIES SHOWN HEREON ARE NOT CERTIFIED TO. WHILE EVERY EFFORT WAS MADE TO PLOT UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES FROM FIELD INVESTIGATIONS AS WELL AS DATA OBTAINED FROM PREVIOUS MAPS, RECORD UTILITY DRAWINGS AND UTILITY FIELD MARKOUTS, THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXISTENCE, SIZE AND LOCATION OF ANY UNDERGROUND UTILITIES AND STRUCTURES SHOWN OR NOT SHOWN HEREON. DIG SAFELY NEW YORK MUST BE NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. 9. DURING THE COURSE OF THIS SURVEY, A PORTION OF THIS SITE WAS UNDER CONSTRUCTION. THEREFORE, THE PREPARER OF THIS MAP CANNOT CERTIFY THAT SOME OBJECTS, FEATURES OR GRADES HAVE BEEN ALTERED OR THAT THERE IS AN ELEVATION DISCREPANCY CAUSED BY SAID CONSTRUCTION. 10. THIS SURVEY AND THE CERTIFICATION HEREON SHALL BE VALID ONLY TO THE PARTY OR PARTIES HEREON NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, OTHER THAN AS MAY BE OR EXPRESSLY STATED HEREON AND EXCEPT AS NOTED IN THE CERTIFICATIONS. 11. ONLY TITLE SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE COPIES OTHER THAN EMBOSSED -SEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS, DELETIONS, ADDITIONS AND CHANGES. 12. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. MAP REFERENCE: 1. MAP ENTITLED "BEAVER POND VILLAGE", PREPARED BY BOSWELL 14a LF-24" HDPE ®0.54% ENGINEERING, DATED JUNE 22, 2005, LAST REVISED JUNE 1, 2011 AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON DECEMBER 5, 2011 41 LF-24" HDPE 0 0.86% AS MAP No. M2011206. r • ti� Uri 10 k'L TB=340.58 ._ 335.40 SMHJ °x� s _.-----�._ ! , I f'' LO =336358 LEGEND: TF 345.50 3S ! y I J 1.0.=333.88 IJ.=337.31 E S R 26/ 5 P C 00 0 �; LF-24" HDPE ® 10.839 1.0.=337.12 \ ss� - - _ DECORATIVE - S _ - I 37+00 -7 +00 T spy 26� /. 0 60196 LF 24" HDPE 26 LF 39+00 ' 38+0(� S5 `✓C PROPERTY LINE , DECORA VE LIGHT POLE J NE 18" HDPE r ` w-- ©STREET ®1.82%iL= - sr PHASING LINE PLANTED TREE . � 7 .. 3 . .. � .. .. ., .. , . � • . ': •, ; . .. •. ., ;. . �. , ... • 4 � NAT. GRID UTILITY CROSSING .. •. TER VALVE / 18' HDPE SMH r, �•.... t� I 0 0.93% TF=34L... 79 LF-24" HDPE (� 0.43%_ \���\ W WATER LINE ti o FIRE HYDRANT W 56 OL FLA 55 1 17 32 STREET TFB--340.89 I.I.=335.29 160 LF-24 HDPE ® 0.66% I.I.=335.48 1.0.=334.77 I. CB 18 TF=341.64 I I.I.=335.95 1.0.=335.84 A. I.I.=336.81 CB 20A 22 LF 20 I.O.= 336.71 " 22 LF CB 19A 28 LF-24" HDPE ®5.69% % - STORM SEWER LINE So TF=344.48 12 HDPE 1 12" HDPE I TF=342.44 1 CB 17A J STj WATER SERVICE SHUTOFF 1.0.=340.87 1 ® 5.26% 02,349 1.0.=338.32 ,. 5J NE TF=340.84 ��� SANITARY FORCE MAIN SEWER LINE 5�o SANITARY SERVICE SHUTOFF STREET ( 1 1.0.=337.14 ��=3- 3.21 1.3.33.21 SANITARY SEWER LINE _ CATCH BASIN 337. 21 2 23 Z4 25 26 7 0.=3331� UNDERGROUND ELECTRIC LINE O 1E ® DRAINAGE MANHOLE FLARED END SECTION / ®STREET 41 STR gSTREET 4�STREET ®STREET ®STREET TREET / 28 (S SANITARY MANHOLE \` CONCRETE CURB W/ CURB CUT ® SANITARY GRINDER PUMP I I ®sTREET I 1 1 I I= • ''` ;•: +• � '•' ' � • CONCRETE SIDEWALK GRAPHIC SCALE r•: • (5' WIDE, UNLESS NOTED) 0 40' 80' '- - - CURB RAMPS W/ DETECTABLE -- -- h- 40f t NO. DATE DESCRIPTION SURVEYED DRAWN DLSIUNLU C,htUKtU BY BY BY BY OSWELL ENGINEERING ENGINEERS* SURVEYORS *PLANNERS •SCIENTISTS 799 MADISON AVENUE 9 ALBANY, NY 12208 0 (518) 436-6310 TEXTURE WARNING, (TYP.) 1 Inc - ee CHRISTOPHER J. SCHROEDED ROADWAY AS -BUILT PLANS - SANITARY UTILITY TIES ofNe BEAVER POND VILLAGE J• y PAMELA LANE & JANE STREET CITY OF SARATOGA SPRINGS u m COUNTY OF SARATOGA STATE OF NEW YORK SURVEYED BY DRAWN BY SR HR/SR DESIGNED BY CHECKED BY CJS SCALE: 1" = 40' JOB N0. Al2-010 08/26/2024 DATE ND DRAWING No. Al2-010-ASBUILT-2023.DWG SHEET 6 OF 8 PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 CB35B CB35A n a N N 0 Ix 0 N wg Z E -5 t o a8 - r� w a Q W vn m V) 340 335 EXISTING CENTERLINE OF ROAD i LF - 12" HDPE 79% (TO CB35) LF - 12" ® 1.18% 13t LF - 12" HDPE ® 0.78% i N" SDR-11 HDPE LOW SSURE SANITARY CE MAIN MH45 C635D J C635C o "LQ 0 a WN 0 a�M w oa Wn0 340 335 r 330 CONNECT TO WATER MAIN" I 320 - Lo M to I Lo M rnm ACV 00 C;m M MII �0 C� MNMNM� MC; 6Mm 11 O M) O Oro m MII Z M7 o UM Lo �mMiMU� 11 O I O mOII to MM 10+00 11+00 12+00 13+00 PROFILE - ANNIE DRIVE (STA. 10+00 TO 13+29.54) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' RECORD DRAWING CERTIFICATION OF NEw 1, kWGISTERED PROFESSIONAL ENGINEER NO. /- OF NEW YORK WAS RETAINED BY B0�k�� rwiN Zpt�KE OR CAUSE TO BE PERFORMED BY 4r STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND a. REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED O O • P� BY ME AS 'AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. NO. I DATE I DESCRIPTION I SUKVtYtU' UKAWN ' DESIGNEDI CHECKED' 325 320 MH35 I I CB26 MH25 0) rn 0 N 355 U' 60f LF 40 41 f LF - 24" 24" HDPE HDPE ® 0.86% TO (F(CB17 TO CB16) POND) 140t LF - 24 HDPE ® 0.54% 18" SDR-26 35 PVC (MIN.) o 103t LF - 8" (MH35 TO MH25) 75t LF- 8" SDR-26135 PVC ® 71% 196f LF 24" HDPE PVC ®6/b.65% (FROM MH 26)330 J (CB16 TO CB15) M N M 2 2 2 00 r-N �� 325 N Iz OrMrMM �� mr-z mm r\ 00 r)MMM 04- �MM _ II IIO ao V0:00p O0DItNd;_ o ao to 00 o to On IIO F-- mItMtG► - Otn�nn to M11 111 r) m m I II o o U U I-`____ 10+00 N __ m 00 E2 LF-15" H PE ® 3.4 (CB27A TO C ^91f ec MH38 N M O N CENTERLINE OF ROAD,__ i I T&2�±96kF - 12" OPE8„ (CB28A TO CB28) MIN. I " 131f- LF =4 4" HDPE ® 0. t 85% I I L MAIN 8" SDR-26 35 PVC ® 0.39% MH40 C829 CD O 0 N 93t LF - 24" HDPE ® 0.39% 0 176t LF - 125f LF - 8' 95t LF - 8" 51 f LF - 8" SDR-26`35 SDR- F 35 SDR-26/35 PVC @ U 52% ovr rm e zq I I PVC ® 0.52% , . ' .. 49f LF -V 8", SDR-26/35 PVC o = � Ned ® 0.49% I s t`1 00 C 0 r7 On M M rn to M M 16 c6'0 O ton rD�nn II IID n 00nM11 II IID =u-Ilpl = NO� = 2: F-__ M N tn tr)n 00 I NN O) 00CA N _._ M m r) M M II IUU Io m m a)m C40 N I,. r-.* pimm N (j mU O)I 00 �� r cD 1'� I'� 6 ¢ M n MII to^1 001011 npOMMW-j � � m c6 NV ro 01n6 t�M ItMM 04 co P,n Itnnn m II �, U= m II o �= M 0) oon Itnn ul On '*M r7M II II II Il N MMM II II II II U 00 MM N II II II II N MM II U k-` U i:t U �i _O 12+00 13+00 14+00 15+00 16+00 PROFILE - PAMELA LANE (STA. 10+00 TO STA. 19+50) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' 20+00 21+00 24+uu 25+00 26+00 27+00 PROFILE - PAMELA LANE (STA. 19+50 TO END) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' BOSWE LL ENGINEERING ENGINEERS* SURVEYORS *PLANNERS *SCIENTISTS 799 MADISON AVENUE • ALBANY, NY 12208 9 (518) 436-6310 MH41 CB31 I CB25 I I MH42 I I CB25A r, j � 00 0 N ± n Z r- 000 m W .- w N N s N N N (n H W J N -- Z 3 w � d = IL y I r W 2 I � - 30f LF - 24" HDPE ® II I �� 0.92% (CB25 TO CB31) II II 37t LF 0 100t LF - " ® SD%E HOPE ® 0.2 131 f LF - 8" SDR-26/35 PVC ® 0.54% 12$t LF - 8" SDF 26/35 (MIN.) PVC ® 1.03% (FROM MH43) I I 3" SDR-11 HDPE LOW PRESSURE STAIi18+ MAIN = TO STA. 2 1. 8CE +50 D O cO N ro ton II II II j = m04 r�rnrno m tr O� N rMMM O) MO U) MM T �OM MM m U II II Ilo �`_�— 4p� C14m U IIo �`_ _ imp II M MM II 17+00 18+00 19+00 CHRISTOPHER J. SCHROEDER of N IE q. DER J. 0 n c.� PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 355 350 345 340 335 330 i 325 28+00 29+00 30+00 GRAPHIC SCALE 0 50' 100' 1 inch = 50 feet ROADWAY AS —BUILT PROFILES BEAVER POND VILLAGE PAMELA LANE & ANNE DRIVE CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA NEW YORK I SURVEYED BY HR/SR DESIGNED BY SCALE: JOB N0. DATE DRAWN BY SR CHECKED BY CJS AS NOTED Al2-010 08/26/2024 � DRAWING No. A03-58_PROF.6.DWG SHEET 7 OF 8 CB17A CB16 CB17 MH25 355 - 350 345 340 - ,u x - -- HDP r - " •0.867. (CBI TO CB16) 1401 LF - 24"­ FIDPE ® 0.54% (CB2p TO CB16) 335 196f LF t 24" HDPE 330 - 324f LF - -' 100t LF SDR-26 35 PVC SDR-26 (MH25 TO MH 4) pVC 0 (FROM M 325 320 33+00 CB19A CB20A J CB18 I MH26 CB19 MH27 CB20 r� N N rn w w W w z I zu� w .+ Lj0 + En wv M I a' zw LU L® _HDPE5.69% I I (CB17A TO CB17) II I ° (C618 TO CB17 II I= (% II II 22f LF - 12" II HDPE ® 2.34% (CB19A TO CB19)) _ 24" HDPE ® 0.7 % II CB20 TO C619 160f LF - 24" HDPEQ0 0.66% J ' 18"J (MIN.) 103f LF - 8"- SDR-26/35 PVC 0.71% (MH26 TO MH25) ,5 i8% 35) LO r.DPO N N V V (D'O' 0) N I- Goo W a4 Oman MMM� v .-�M � = II II II II cD r�M = ICI IIo � it-=� �r-Z- r0000 0) U mom. D M U U 0) o0^ M m oab 00 C� o00 OON "d II -t 4Lr)n �MMMM tiMM 0invin m �Q ��� �MM riM II II MMM II II 34+00 35+00 36+00 me RECORD DRAWING CERTIFICATION 1, k 'REGISTERED PROFESSIONAL ENGINEER NO. / STATE OF NEW YORK WAS RETAINED BY 80,9 - 0�f [T IWI*1� TO UNDERTAKE OR CAUSE TO BE PERFORMED BY y 41 Ile STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS AND HEREBY CERTIFY THAT THIS DRAWING STAMPED s620V BY ME AS 'AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE IMTH THE APPROVED DRAWINGS AND SPECIFICATIONS AND ANY "rCSSId AUTHORIZED CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE AS THEY WERE INSTALLED IN THE FIELD. I NO. I DATE I DESCRIPTION IOURRYICUI URRY�V Ivc-1RYvwl1_,11R 1,U 0 V CB208I I MH29 rn O N t + + g CB22A CB23A CB25A CB22 MH31 MH44 CB23 (MH43) C 224 CB25 (MH42 EXISTING _ _— CENTERLINE OF ROAD _ n 2 HDPL® _6" E5.% ( _ (CB20A TO CB 0 II F _ —_ 26f LF - 22t LF - 12" 11 44- HDPE ® 0.42% 11 18" HDPE (CB22A TO CB22) ® 1.82% 18" (MIN.) tl 92t LF - 12" HDPE 0 .50% CLASS 52 I A 71 t ® 0.93 MAIN u HDPE % I 53f LF 8" SDR 26/35 PVC 0 98f LF - 8 " I 18" (MIN.) 74f LF - 8"_ _ j SDR-26 //35 6f LF 8" SDR-26 35 PVC ® 6.34% SDR-26 35 PVC ®0.46 ° PVC ®�42% (MH28 0 MH27), (D cD O 0 F. u) IM' tD'o N l- . N 17,6 i t\ qtnw d0'M� �MM N nnII �roI� O� r)MII N II 00'�MII II II II II II II II II 18" (MIN.) 0i O t t 01 LO - 355 00 w o � + 00 350 z zM z FN U OD w 4 3 21 LF- 12" - ?ina H - ® 0.92% 345 (CB 3A TO CB23) 37f LF;- 12" HDPE 30t LF (CB25A TO CB25) 24" HDPE 66f LF - 12" (CB25 TO CB HDPE ® 0.29% 97f LF - " 12 HDPE ® 0.81% 340 98f LF //- 8" 18" SDR 26b. 5 123t LF - 8" (MIN.) I PVCSDR-26/35 PVC ® 1.08% - 335 131fLF-8' SDR-26/35 PVC ® 0.54% (TO MH41) 330 Mu- nn M I PO d n� II II N POW) W) C5 i = = II II II O 325 M ^ p�320 N O N �40n) imN mm im cyj"� U U )^ N00 40 V0O N dM N ^ I- � 0)Nn uO 00)0) uQ M�^0d 1- 0) OM� M� 0M0o uU v N d O0N0) N Oof 0� mql M�V00r4r- � ' M II IIMMM"� `M U A dII MII N II II II Ni II II II II II II II II m II II II0 m II II IID m II III N II III - - -- 37+00 38+00 39+00 40+00 41+00 42+00 PROFILE - JANE STREET (STA. 33+00 TO END) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=5' BOSWELL ENGINEERING ENGINEERS •SURVEYORS *PLANNERS *SCIENTISTS 799 MADISON AVENUE • ALBANY, NY 12208 0 (518) 436-6310 43+00 44+00 45+00 CHRISTOPHER J. SCHROEDER PROFESSIONAL LAND SURVEYOR N.Y. LIC. 050965 46+00 47+00 48+00 GRAPHIC SCALE 0 50' 100' 1 inch = 50 feet ROADWAY AS -BUILT PROFILES BEAVER POND VILLAGE JANE STREET CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA NEW YORK SURVEYED BY HR/SR DESIGNED BY SCALE: JOB NO. DATE DRAWN BY SR CHECKED BY cis AS NOTED Al2-010 08/26/2024 DRAWING No. A03-58_PROF.6.DWG SHEET 8 OF 8