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HomeMy WebLinkAbout20170675 05.040.9 Joseph St. Subdivision (The Elms) Plans As-ApprovedXREFLIST PROJECT NUMBER:PROJ NO M 0 w N 0 U I c7 w a z w J 1 Q Q a CITY OF SARATOGA SPRINGS SARATOGA COUNTY NEW YORK JOSEPH STREET ut! 28 SINGLE FAMELY RESIDENTIAL LOTS NOTE: THIS PLAN IS INTENDED FOR PLANNING BOARD APPROVAL AND CONSTRUCTION PERMITTING FOLLOWING SUCH APPROVAL AND FILING OF SUBDIVIS ON PLANS YORK STATE DEPAR 7 AAEi+ T OF ENV IRdtr"N-IENTAL CONSERVATION REGION 5 Dam: {-�,� n.. j6 Zoo& i is/aie h-.rehy APPROVED pursuant to Article C A% of the Environmental Conservation Law and/oi 6 NYCRR Par--- -� S T ATF COMIMISSIONER OF ENVIRONM>~NTAL CONSERVATION J € APPROVED UNDER AUTHORITY F A 7_,4-''4 RESOLUTION ADOPTED 'MYW THE PLANNING BOARD OF THE CITY OF _SARATOGA SPRINGS. 40 CHAIRPERSON ❑ATE 7ilSI131 1R' m { wshtf*ertsi LA st r h ad e.s p. S o w g s St Ffreis Cad 'eme tern Sarat �7 $t rlr° cucuW t fOVA*s 51 M ic m 91TE � V/t'dl1Ci LOCATION MAP DRAWING INDEX SHEET N0. SHEET I.D. SHEET NAME 1 T1 TITLE SHEET 2 EC EXISTING CONDITIONS PLAN 3 SB SUBDIVISION PLAN 4 SG GRADING PLAN 5 SU UTILITY PLAN 6 P P 1 A JOSEPH STREET PLANIPROFILE 7 P P 1 B JOSEPH STREET PLANIPROFILE g P P 2 ELM STREET PLANIPROFILE 9 P P 3 JESSICA STREET PLANIPROFILE 10 P P 4 WEST CIRCULAR ST PLANIPROFILE 11 SL&L SITE LIGHTING & LANDSCAPING 12 D E T1 SITE DETAILS 13 D E T2 SITE DETAILS 14 NI UTILITY NOTES 15 N 2 UTILITY NOTES NEW YORK STATE DEPARTMENTo p RERUN 'GLENS FAi. A MTN" OFFM6 . 61z0b6 Them pier» fm erle hw+otrrllppilawd qre�� � ■ _ f -�:_.. �-_.:�. �`;�:_ - ::.. . Cr the State df f1eIeII1N AL AREA T1 C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE, P.Q. BOX 727, LATHAM, NY 12110 l!JU 518.786.7400 * FAX 518.786.7299 ARCHITECTURE & BUILDING SYSTEMS ENGINEERING * CIVIL ENGINEERING ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES DATE :JULY 20, 2005 SHEET 1 OF 15 PROJ. NO: 05.5022 DWG. NO:05-0224 45�-341 1 'REFS PROJECT NUME3ER:05.5022 U U a I, D L y U 0 0 U 0 m ¢ U � N y a a ° N Ua` N N O Q� N u y u y"a O C U o �.y E Boa N a � u1 0• o a O 34y a of c� o. C 21 rn N 6 O C C N o ❑Uj V C a a va N N� N_ !! C aN v 'a cc Q�oo z) a _o o ow= m C � �cL o- ' �4 7D �.- vx a C aai N a o `ors lE 4ao3 o"D O -D U Iwo. o pp77eyw a- r3bo a °� NooF w C -1--o .2 ° -1 c TE 'Do )VD E Do 7) w ¢rEu NC y 71O v N o5.a C Uw otl aa�° a ya ca.No c �c Q 6; 01 c tZ o v V C T y 6 3� Na Oa• o a � ° -o' o om D V p� 7. o S °) i vv aN~ 3 ma MAP NOTES_ 1.} Boundary and topographic information shown hereon was compiled from an actual field survey conducted during the month of February, 2005, additional survey data was supplemented June 20, 2005. 2"} North orientation and bearing base per map reference # 1. 3) Vertical datum established from N.G.V.D. 1929. 4.) Underground facilities, structures, and utilities have been plotted From data obtained from previous maps and retard drawings. Surface features such as catch basin rims, manhole covers, water valves, gas valves, etc. are the result of field survey unless noted otherwise. There may be other underground utilities, the existences of which are not known to the undersigned" Size and location of all underground utilities and structures must be verified by the appropriate authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and construction. 5.} This survey does not constitute a record search by C.T. Male Associates, P.C. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, the surveyor relied upon title Commitment number SAR-5015, prepared by Chicago Title Insurance Company, doted July 28. 2005" MAP REFERENCES: 1.) Map entitled "Westwood Commons Subdivision Phose II, Saratoga County City of Saratoga Springs New York, Subdivision Plat Sheet No. G1", prepared by Keystone Trozze, LLC, project no" 288,150943 doted July 9, 1999, lost revised January 14, 2000, filed in the Saratoga County Clerks Office on January 21, 2000 as map number W-3481). 2") Map entitled "Mop of Woodlea, property of George W. Chapman and Janice H. Wright, at Saratoga Springs, NY. As surveyed by L.H. Cramer, C.E. in 1873", filed in the Saratoga County Clerks Office on April 3, 1877, as map number AA-21. 3.) Map entitled "Survey for James A. & Nancy Till situate In City of Saratoga Springs, Saratoga Co" N.Y." prepared by Benchmark Surveying Services, dated May 25, 1957, and flied in the Saratoga County Clerks Office on June 17, 1987 as map number T-68. LEGEND D SMH SANITARY MANHOLE 0 CO SANITARY CL£ANOUT M=308.17 'INV. THRU=304.39 Q DMH DRAINAGE MANHOLE / p CB CATCH BASIN 312"7s 312.25 SMH � RIM=311.80 a WV WRIER VALVE atj f 4" INV.=308.03 k HYD HYDRANT.�° 9`p7 s� 8"INV, THRU=305"6fi .. / TPEQ TELEPHONE PEDESTAL , f Q s jQ �� y •"C 'y \313.2 31275 ❑ CPED CABLE T.V. PEDESTAL / { G�4 , wy�G y3� r pYoSTIR rEr slGr Nu3 UTILITY POLE , , 090. 0- WV j 0 D314.11 313.13 a - LP LIGHT POLE • 313.s5 +, 5 Tons SIC1S / \"p pp p7 �G9 OVERHEAD UTILITY LINE 'WOK \\\Q�3 + jOF j `� sq , f��G 312.00 - - - gaQ 0 PARKING SIGN a ME MAIL BOX �' ,dg ❑ •OHO ti� 0 Q ^� p`n EDGE OF WOODS ,,at' N Q �,vi ; ; p9 pp^� 311. • FENCE ,, ❑0 �QQ ��• , , ,�t^�6 +t2.63, RRS FOUND a IRF IRON ROD FOUND �'�❑�\'1RF'rL CB R M=309.65 • • G. IPF IRON PIPE FOUND 5� \ °� * C=31Q1723 1.35 yeQ(4+ 0{ �y4•� 6"INV OUT=305.75 ,IRON IRON FOUND ❑gaQr I r•\� of +3a9.s2 a�° t�ytia .pe RIM"309.fi8 J �� e zF 0.47 !k a Cl poi ti / , RRS RAILROAD SPIKE FOUND , Ltd ay Grg\ a�gA� �Fs +309.3d 319 10.08 +31o.ss D.91 �Q{'�• kQ,IN/ 6"INV IN-305.65 8"INV. IN=305.54 Q ° ❑� p19� �7$,�i fi'Fj, '�� 309 16 RATE o9.76 2� 10.61)• 311.35 ��'\� WALK j• �!- \a{ ' 8"INV OUT=3O4.71 Syr \� � 4G .e3 `10 310.41 °❑ •Q �i _■❑{❑❑+ \0 308.89E E 3a9.79 309A2 IRON 'Z ❑� / G\{G p O 'i 3D9.D9 �( 1f- .308.05 03 3a9.9fi t.p5 'S / 'rr i \�•1' 4J 4] "gyp 308.83 F N7A8.5 "STORY GARAGEa4a g�C]" �0 '1j f pr rJ GD 97•y f Sila87 D8.9 a"SPRl1Cf 309.54 �2D9 .,`, . \��❑fag\a�4��,\,' ,Oga ` 1 {C4R'� $ '� 308.80 .tp'�E`' 06.97 ED . PEA 6� fafJ• ! //p-t p� 1 Q❑ ❑ 4) �, 6- 3a8.7 g 2tl"SPRi1 CE NPAB ❑�- pia �, GG,�,. 8 /�� , 309.58 L, ,�i7 41 - ❑,f,\O C9R $ ti•' {t7 +1e' Qa�/� 309-72+ j08.84 a 308-75 +3D8.97 7 NMB.5., �p / fi"PVC ,o.zOk Rr�,r,❑ �g4J ��� , L 308.55 .89 PbST P❑57 3 OS ' \1• ! �JN SMH A a8.64 310.12 / ❑0Y., ,O C-306.80 0"SPRUCE +3a6.58 309.71 .92 / ay (7• aaj s5/ 3a9.85 + RIM=309.83 v ❑�' .3.7939 ��' 309-28 3a8.4 . \•Ofi g\a Q�k� ' � 8" INV.IN=305.19 t 309.07 310"02 / . p[rp�r°5' 3D8.77 r)+�4j8"INV. THRU=304.79 �y 2G"SPR6CEf 308.58 , F O.C7 / p\L y A r3r' 309. i�F , / 1 ° \� +3W07 �4" PI�UCE i 368.48 NM7.5 "�a�{ 'l, fyC 3DO-10 + 308"42 .. \0 ❑( / , ,. GJ �: - 3087 `T GJ Ry- 20 spRrreE r,! 4k Y OB.D3�OSY t0A9 4H. SW SHRUB R• :.G\[ 0 -[o CB �9 �c {{❑ 6j{7 309"23 �' 0S'C3 2 0& DOE 308. 308.59 o LINE g*. �S *J y ` �t7 CG ` 82 phi •mj® r� P. pr0 s� ! t r= TF=309.7fi ' fi� �fia QO�� • G'�\aK �' PIPES N07 VISIBLE �\�p{' � �' Q �' 3ae.2 3oa56 i 'f Op e:69 . �'r[..1� pu �'{06 �A 3ae.a Saa22 60x �F• ^1� A�cJ' y` C� ❑{❑i �y FILLED W/ WATER �•. '1 2d•MAPLE d � 1 *0 aC\ Vy a A❑❑�',� +365.1a 308.43 ;•1 f• . KI a°s V 308.81 307.87`CO 08.34 7.82 fl ❑ C. 0a ,�01�- ND PARKING .0 - - +{` - ,-.�5 \` p{t . , 0Q� aE C{{ 306.s4+ "�� SIGN 308.35 NM7 9 No ��J v, 308,77 +to 30B.2i 307.18 '�' __ _ Y'• BENCHMARK SET �� aye a❑� '0 IX ��c 3a6.41" 9r /•....'.L; +3*24 ��i `T� �O \� . "X" CUT ON ,❑ Ci QG pfli �� z ItA1 LE a11) 3or'• O HYDRANT aLt`❑O Q A�� e e B a7.s9 Qj� ELEV=309.43 , `dab Nrp V4J GJ$ DEAFCHILD , .... .. f- i ❑ r^ O 1 ❑ 9 ❑ \a SIGN 308.20. 8.� .'A8.1a "j, , �p O❑1 ,1 '[' � ❑k. y{•� � ❑ ' °"sao7.ia 307.69 +3vg le { �gy� g C�,{.pi� �a �Fja woaD RET. wAL_ c,•Qo Da.2a 7.aa 31 r sa 1 { ja a.16 0.33 / �kD \ ❑{• �� Q❑'e44 '\' `9 307.36 �J y-84.-. Q 9.0a YD +307.99 311.48 c= ❑p \Q G � a a� ❑0❑Q�, \�'�7.7� . • ' 3tt.71 311.87\❑{ V ❑ 310.34 1 oaf t 3os.�1 r ScriOOL e / a , 6 [❑(� ❑�a{t'r1�❑i / 3 s 20"SPRUCE 306,7 ' 3#1PH SIGN 306.88 1 STORY GARAGE . Bhp y nDU yp DECK iR.. _ NMS - Y'� �� ag �� aCl;a r�/ 31 D. 309.92 �`��� {{0+ raoi �a08.93 zg 44P . rQ . ��p� �'`� g�k{c' a\\off �\ �'Z �F e 5gK , � F 30&87 y� 4 00 /ay �fiea y �'"\ QO�P+,,�1$ , GD��, 06.47 308.08 F.p�,�y 314.5a IF \ •=' �Dp•{.\ 8y tv❑ p0� Ink A �'1 Q , '� gyro ❑{+ `►.p Q �� a� N \6b CEDAR TREE ROW GP¢ I ,g� P /� \�� a� 307.61 a4•- C P¢4' 07.74 307.25 �� . j `•' ; N_"C! V�Q \0 Ty 30+.267.11 �'r•�",P4ti 307.14 ,a" �'�s�] r Qp 307.08 7.43 �..... 307.16 307.28 307.45 ���• Cn . . �O 2yJ'� /,'//� .. 315. - . G\(� 0 \Jp.,G h. 07.04 307.16 g'4 (� Qa •y1 ,75 307.37+ 307.17 C3- C�i + 308.98• NM5 �r''t 308.49 Djo , `rl 307.66 310.6 31 10-80 • G F _ ' 1`� > C�6- p- 6%,b �� '1 4"SPRUCE . , ❑ep Dc aQr{� p 0\ r0 , 3o6"9a 306.92 D n 1{ D7.v4 Lands now or formerlyof • 5.5.3p R 310.06 • Q❑ e�� 'i ,pg l a�(t .hbl pJ ,6-LOCUSTr-r,-� {1 3D6.D8 Ronald J. Kai I�. IPF y f0.15 os tj, r��j \fO�J rl y aA0 \�'>, 308.99 C4+�7"i a - D7.3�[� Y . ' 3a6.18 13.6a t 0. SMH �❑ p� / �a �. R L Norma M. 372.08Q, RIM=308-60 s{ �o ��� / �0 • D7o: �y���rrt�� , Book 113 B .82-1 T32 3D7.D S�43'4p-W 3D9.z 8„INV. THRU=306.1w T Tax D 5 1.18 NH C 7 ❑ \� B"LOCUSF Sa6. I Q .. 0 313. ��• ` i ",'� Cif . rq T T SITE ACREAGE . .306"Ot Qp9 1 ❑ a[ Q'f' 307.Od yj5 46 � •$ '• �.s .. �g G\ga `11 12"SPRUCE �97f AC. �0 *yl pL ryC� � 307.57 a r PPP ,r•{� C9 � O `307.d2 aV � li1�Y' 1 Rri• ag '� Q°J \� / 311.s2. o{ K'ra `❑�0{��je'l / 307.d5 53 310. 7 •� . p FC" "-�" S2 07.'�� , {(.'❑ pJ�] (r). Gj 3i1.53 q, i "l + 313.21 313.31 / \+a r�ra ❑[ 2"LO❑JS7 7.05 �tj.+CH� 06.9D elm` G' Q [� 3 .5$3Si.32;85J CB �r & 6 , 305,95 ...+ . 7 2d �1 NM4 P 13.49 $ SQa� •/h -., RIM=308.22 .�❑�' / G ❑� \\\ - ?11.19 �'i �a 12"INV, OUT=305.42 3c3.sa e �. ❑y e{' °u - 307.23 3a7.22 € '9 C• e 2 • 6'INV. IN=306.82 ay SMH a Q , & V 07 %y y 311.BD• D 0� �. y 30a.27 ` \\� 6 1\Q Q, �7, + P' a•: ,A J �) - 305.54' 6 06 313.88 `'• \ ❑ ❑{ta .[.ee❑❑'.\ 3aB.37 `'- 07.29 307.35 _,. ���I 313.48 �, \❑16 i +�6 p�a9� QO�i NIM=N1/A4 �' 6o�56ry� �r 307.0 a 17 7.04 ` / p a v7.90 G ❑'I SM p ><� 307.29 F 07.12 13.81 _i�i J,�r , p, 0 - 0$ LANDSCAPED TINKERS MB . • 307,23 , 'I 312.31 - 4• , \ a \ RIM-305.52 + , 1n 3D9.26 312.57 . • J�� `�' / $d \ cj�0❑❑+\O 307.15 08, 30fi.5fi , . $"INV. OUT=30t.82 13 •CE 306. 72. tl7.0 7.32 __. - S 396.99 _ 312.11 8 �6 tp7H -7Q a&98 ,1�j\\E, RIM=308.70 N2 �gyg9 • . 309.1 BOX' WARE � / 308.37 ,, ❑Galg t,(•�t`,{Oe Fj�.��12"INV. THRU=306-60 4"SPRUCE 'L r . S. _ ENCE E L Zr ❑0 �'a :+ V p C3 3o9.s2 ° g, Q aai�� I \ a 06.36 .. • , 305.95 305.9s Of77 309.fi2 p{1`� t , ❑{ Q / 4 OB 31 . ON LINE .. _r{C' ®4 S , ((\ ,51� 308.08 -- . Z iYky g- +3 A6 309.28 a CJ CB +30fi.33 7.06 p '� �aQ - M3 ... C6 ....S..E « �� 309.33 • !Ljty �j' • � 2 S70RY DWELLING ,/ RIM=305.66 LANDSCAPED AREA COS a6.24 �� 3f6.72 VR07,03 _ R , _ '12'G1'E ® 0°:yf' �E ' DMH 12"INV. OUT=3D2.3fi �4a sl CB 03.53sos.31 = 8 07 ��� �' R M=307.09 ..._ _ -• Y 3aB"29 3Ds.2a 8 28 � �3�pp 1�$i �$ / =311.12 qd +y3a5.95 p 30686 F 3os.oe RM 30 . . oe:sa �g'�S 01 3 9-45 24'INV. IN=301.38 l-� g +3vs.51 RIM=307.53 12"INV IN-302.33 - - 18"INV. TIN=301.97 24"INV- Tl fRU=307.79 0.*• �aE/ , 307.12+ 0�306.5, + c C8 12"WV. THRU=3O2"48 - ��, vs '� DMH 3o9.t /� 24"INV. OUT=301.38 $ .2 18 INV. 0 - 02.33 Soa.a2 ! UT-3 .43 to RIM=309.31 ,sa �N/ rg o s RIM 305.95 3 305.97 3DB.7o24" 03as.s701 3aB.so 10'SPRUCE 307.r4 L_7 ��A1} ^: J 306A1' f 3D5'� 306.57 - - 306.B3 ..-- ,-y 349.23 74"INV. THRU=301.71 12"INV. IN=302-57 3oe.os 2 •SQL.- 3D9.2s / NV .97 MH �, �' .� 657 B 9�� 30 71 12 INV. 011T�3Q2.50 306.53 STOP �, I 3o6.1a �� �� P _. THRU=30417 8 V. R _ v-_.... ... _... .. 923 57' '•NG ARitING" CPED H 30803 � � • 8tNV 10 . , . ... ._. .. O SGN � � 958 05 306. Be .� - Iux 4r C I 0 D D N Z V) x I I C r CX I I 6 Y n D6 ❑ L N ° F_ pO�eP U y r'- M a000D0 N❑ 7 In ri! D an l LL ❑ 0.Z LaN a�pyjJraN Lwr 10) Z 50a0 I J•�,�- 0 odd D r J¢ 0 0 im mF o Q 365.93 'STOP SIGN Nw Iz"HDAe LPa.; 305.92 306,60 306.20 �- 50 3D5.90 305.89 Ta5•_.. S4316 42 W - ... pJ❑ PA _ . _ -. NO PARKING CONCRETE CURB _ ft1S1NG" - 30935 `24"FIOPE .�. ..4 wG�24�Ht]FE _ f r - - r7n 78"HOPE inn ww wr„ n) wra .: w OO - �... •..�. L4 }{9PE C8 noo N w wo GL A I,J E . i �� - � g-- - ao �� = c°o s MN DMH R4M=306.75 r NV 4� �- - � �5 R.O.W. �$$� o� � a A� °m wv t 309.23 3Da"z9 RIM=309.78 L 12"INV. THRU=302.40 m t�'r1 f �" r� �� N° 28' ,-WE PA4..�FshIT '� 300-19 308.25 306.35 308.16 wUo 307.57 + 07.45 3D7.34 3a7.35 307.23 307.22 3a7.62 307.61 307.8E 08-8, 308.83o B 72'INV. IN=N/A OUT • Nf11 307.25 3D750 __ .... Sal 47 ._. f 7.7 6 _ .._ _ • r � �O- �1 � V 307.28 30 7 LPe _..... ... ._.. - _..-- -.._ .. _ __._. - ........ , rT' Soo 22 LPe .. --�.. ...- 399 BS CONCRETE CURB LP 24 INV -N A - 5 4V10E CONCRETE WALK 307.48 HYD 307.98 -- " -- me-37 ' -- - r FR CB rr3 a �c EPRIM=306.92 " 0s 307.05 SMH DMHNV. OUT=304.25 SMH RIM=V. OUT=303.42 C CV i SMH SHAH rA,.w RIM=308.34 •� I I I RIM=309-4$ RIM=309-25 '110sa7.8s SMH p m r RIM=308.68 - RIM=307.88 - 2'INV. .19 3v7.oe 307•3+ RIM=307.36 8�INV. OUT=303.84 8"INV. OUT=303. 3 ' a I � I 8"INV. THRU=302.13I v, NV=N A 8"INV. THRU=304.75 2`INV, 007=302"44 4 3oea7 8"INV. THRU=303.05 Y E co vLn r jl 3Q7. BENCHMARK SET I C a 1�._ o N I Z X O u7 I �, v m ` m N BENCHMARK SET I I m I SMH "X" CUT ON I "X , CU T ON I _ O rt) I N Li o Z3 N o 0 1[D a7 Ip O❑ 00 *, o m I RIM=307.74 N I I I NHOA ON HYDRANT *, ❑ L3 y r w -J.0 a n E sr) M I SMH I NHOA ON HYDRANT ❑ Y r7 I � L ❑ 00 , - 3 I Z Y ❑ ❑ c 8"INV. OUT=302.46 on. r ELEV=310.50 N o E .t ° 0 w LFl 0 aD -- •L N ❑ N N I RIM=307.D0 ELEV=310.04 I o N IL7 Lc a N Z Iri ° CI- CIO +� � I rn 3 r' t d �. 0 N.e N p in ,� 07 � EL m J eO '� N W r D u1 °- E� O a - u] ❑ a7 E C7 w N IMI] .- ,r 0 _ I m o a 'Q 1i1 Z r7 iv r7 I 8„INV. OUT=301.95 rn m m C E rD o ❑ In I c f w 1 ❑ r- I c z a 3 ~ = oNo N Cv r0 c0 _ LO p Q7 CO '� p w. U •0 D 4- p .� ❑ y ❑ Gl r Lr) p N C CD C3 fC N I fDrm7 $.m*r) ?''7� Hr� r D++ mr ++ O 7 m I ++ ❑ % m� ,�, ❑� mr ,� 7,�' I ,� �M I U7 +' ❑, 4 w 0)Lo!p N C�1D❑ w N E UCL I r J ®,t` I 0 �0r ❑ T mU+ I t• [nr� 117 J Cp I I (!1 D vl I N Q'N N C I N ❑ 61 I Ill O .+ 0) ,- La- ❑ p N sy I r❑ I �7 0_ 00 I z rn L6 L X r9 C - rO I ❑ I I w w L� O ++ ❑ m + D �Q 00 L1 p J Cf x W S ❑❑ ❑ L" DN r+] i wU '} ++ O ❑ m„- ++ o� 07"" L!_ DN a� W y DN L�� 7,❑N ❑ I N !r ❑ I Wd r C 0-0 -0 D X Z emu") y 00W `aC 0 ❑ J•❑ ❑ +• P I O d 0) r +. ❑ Ol .-• 0 i m r C Q' N "� Q' I OCI 7•, E d 00 Li D N I(j f❑ +' I D I W I I aD v +' l!7 r S �❑ d a'] w• = �.• � 0. D) O d DO C LL m N Z ❑+ O O r, I I I m r 3C - E Z O .-• O.m.• +� U7 LLB �Ctii N L�v1 ON [I9 p[J V7 ti+`+ ❑N ON ZOCNICj W Z �C7W LsJ Z¢DDU) I Z� 0 L6 I ��J�Do I a.❑ -OD ' liJ Ww3 Dr10 I J 0) O x �M N aa-•u7� C4 C Cr❑ ❑ p p Lr..._ d d m I w W cD x O V) .-� v 6 NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. W NQ�� 0 Go'tj� �i� 6Q� E_v� �Q•00 I E Y- ��� W 3��U] _Ga'� ,r, I w Lil �In E Z N w t.Iri 0A1LO� n p c0 N CO^ I a c��❑ m m�� I a ��`° N C per mr'r a W vIuJ�r W �Uc�v`° �'❑ y ❑- L D ❑ o n g r'm`- N C+,r r J °Y� V' ax ❑]1- J� a o APPROVED UNDER ALUTHQJRITY OF .�p p I w Lil M'`) ��to InC�]to yw001n I 0 0 .•• D J ❑ 01 r or r �_r�.- r C_L1- Ja O x a X mr r • i'� RESOLUTION ADGPTEDTZ"r J° ❑� n�,- I rn C ❑�❑ I 61 C❑ �❑ I W ❑°I 0 CD$f'-❑ r ❑ CAd r µ O X V,' 0 0 N 0 p O x °r O x O� J py a J YQ °o ❑ " 07� THE PLANNING BOARD OF THE CITY OF 9,0� m�� J E ; �Y _ v� Y- I ~Y J o x G ' ��Y- 0mr CC to ❑ X ❑ M Q O❑ ❑mpF p❑°❑ mH- �H- x03 �,f f 11 .d '�': i SARATOGA SPRINGS. madmr a I certify to the fallowing that this survey has been prepared in accordance with the Code of Practice for Land Surveys adopted by the N.Y.S. Association of Professional Land Surveyors as last revised. To: Ronald J. Kalil Norma M. Kalil Joseph Street Saratoga LLC C/O William Tessitore Raymond T. Liuzxo PLS 50366 Date BAR SCALE 50 0 25 50 100 1 inch = 50 ft. RAYMOND T. LIUZZO DATE P.L.S. 50366 5-16-05 6-20-05 12-6-05 D2-01-OE ]2-15--06 REVISIONS RECORD/DESCRIPTION ADDITIONAL INFORMATION ADDED ADDITIONAL TOPOGRAPHY NYS DOH SUBMISSION REVISIONS FOR CITY SUBMISSION FOR AGENCY SIGNATURE/MYLAR DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR I ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCA71ON LAW. a 2005 C.T. MALE ASSOCIATES, P.C. MDD DGD J. WHITE JPM/JLS JPM DESIGNED: WJN JPM DRAFTED MDD CHECKED RTL PROD. NO: 05.5022 SCALE : 1 "=50' DATE : FEB. 14. 2005 VlfA4RRiSURG, "N Y, LIJTc7rrr+reril C►e':•I t>r�al='� (� CH Al Ff ER SON DATE EXISTING CONDITIONS PLAN JOSEPH ST. SUBDIVISION CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NY C.T. MALE ASSOCIATES, P.G. EC 50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12110 518.786.7400 * FAX 515.786.7299 SHEET 2 OF 15 ARCHITECTURE & BUILDING SYSTEMS ENGINEERING * CIVIL ENGINEERING ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATIC)N SERVICES .2- DWG. NO:05-0224 XREF-JOSEPH ST.DWG PROJECT NUMBER:05.5022 MAP NOTES: 1.) Boundary and topographic tnformcboo shown hereon was compiled from an actual field survey conducted during the month of February, 2005, additional survey data was supplemented June 20, 2005, 2.) North orientation and bearing base per map reference no. 1, 3.) Vertical datum established from N.G.V.D. 1929. 4.) Underground facilities, structures, and utilities have been platted from data obtained from previous maps and record drawings. Surface features such as catch basin rims, manhole covers, water valves, gas valves, etc. are the result of field survey unless noted otherwise, There may be other underground utilities, the existences of which are not known to the undersigned. Size and location of all underground utilities and structures must be verified by the appropriate authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and construction. 5.) This survey does not constitute a record search by C.T. Male Associates, P.C. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, the surveyor relied upon title commitment number SAR-5015, prepared by Chicago Title Insurance Company, dated July 28, 2005. MAP REFERENCES: 1.) Map entitled "Westwood Commons Subdivision Phase II, Saratoga County City of Saratoga Springs New York, Subdivision Plat Sheet No. G 1 ", prepared by Keystone Trozze, LLC, project no. 208+15098 dated July 9, 1999, last revised January 14, 2000, filed in the Saratoga County Clarks Office on January 21, 2000 as map number W-348D. 2.) Map entitled "Mop of Woodleo, property of George W. Chapman and Janice H, Wright, at Saratoga Springs, NY, As surveyed by L.H. Cromer, C.E. in 1873 filed in the Saratoga County Clerks Office on April 3, 1877, as Map No. AA-21. 3.) Mop entitled "Survey for James A. & Nancy Till situate in City of Saratoga Springs, Saratoga Co. N.Y." prepared by Benchmark Surveying Services, dated May 26, 1987, and filed in the Saratoga County Clerks Office on June 17, 1987 as Map No. T-68. 4.) Map entitled 'Boundary and Topographic Survey Land Now or formerly of Ronald J. Kc1il and Norma M. Kalil Joseph Street" prepared by C.T. Male Associates, P.C. dated February 14, 2005, DWG. No. 05-288 5.) Map entitled "City of Saratoga Springs, Saratoga County, New York, Joseph Street Subdivision, 28 Single Family Residential Lots" prepared by C.T. Mole Associates, P,C. dated July 20, 2005, DWG. No. 05-224 and filed in the Saratoga County Cleric's Office on May 4, 2006 as Map No. J-106 A-0. STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. NOTES: NYS DON STANDARD CONDITION NOTES: 1. APPLICANT: 1, THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE DISPOSAL JOSEPH STREET LLC, C/O WILLIAM TESSITORE ARE INSTALLED IN CONFORMITY WITH SAID PLANS. 4 AUTOMATION LANE ALBANY COUNTY, NEW YORK 12205 2. NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS 518424-8336 FOR SUCH RE -SUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE 2- OWNER: JOSEPH STREET SARATOGA, LLC NEW YORK STATE DEPARTMENT OF HEALTH, 3. SITE CONSISTS OF 5.811 AC. OR 253,2531 S.F. 3, THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWER FACILITIES WERE INSTALLED WITH 4- THE PROPOSED SITE IS LOCATED IN THE UR-2 ZONE AND A LEGIBLE REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE \ NO OTHER ZONING LINES LIE WITHIN 300 FT. OF THE PROPERTY, A5-BUILT DRAWING DEPICnNG ALL INSTALLED SANITARY FACILITIES. OTHER THAN THOSE INDICATED ON PLAN. 4, THE DEVELOPER SHALL FURNI5H EACH PURCHASER OF A LOT, WHICH lb 5. SARATOGA COUNTY E D OO I.D. 185.82-1-53 THROUGH 165.82-1 80 NO WATER SUPPLY AND/OR SEWER FACILITIES WERE INSTALLED WITH A {INSIDE DISTRICT) DEED BOOK 1751 PAGE 423. I - LEGIBLE REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY �c3` q � o, 6. THE PROPERTY LIES WITHIN THE SARATOGA SPRINGS SCHOOL DISTRICT. THE PURCHASER OF THE NECESSITY FOR INSTALLING SUCH FACILITIES IN \ , A Q �� 0 ACCORDANCE WITH THE APPROVED PLANS. q , \j 7. SOLID WASTE DISPOSAL WILL BE BY INDIVIDUAL UNITS. A DUMPSTER IS i9Q r 0�\,,�Q$ O �p , NOT PROPOSED, 5. THE WATER SUPPLY AND COMMUNITY SEWERAGE IMPROVEMENTS gg� F ❑ �Q'L a'f / a 8. ALL PROPOSED LOTS ARE SINGLE FAMILY RESIDENTIAL. SERVING THIS SUBDIVISION SHALL BE INSPECTED FOR COMPLIANCE WITH �j �g eNe '�D id'S A a . '(� p� N THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK �' ��G Q �� �p °� Ilk j 9. THE CORNER OF ELM AND JOSEPH STREETS SHALL BE MAINTAINED BY STATE LICENSED DESIGN PROFESSIONAL (A P.E., R.A. OR EXEMPT L.L.S.) AND�,��°za INDIVIDUAL PROPERTY OWNERS AND A DEED RESTRICTION SHALL BE WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE \ �Cof- ,0 A , , �� PLACED ON THE AREA INDICATING AS FOLLOWS: 'THERE SHALL BE NO NYS DEPARTMENT OF HEALTH AND THE LOCAL BUILDING CODE 0° ? CUTTING OR CLEARING. THE REMOVAL OF DEAD AND/OR DISEASED ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. \ ,� '[p .� 4. BY THEEES IS ALLOWED ONLY WITH PLANNING BOARD CHAIR." ADMINISTRATIVE ACTION APPROVAL \ raj°� ,,` , \ / g6Q 0 JgJr6. PLAN o APPROVAL, AND SHALL EXPIRE OVAL IS LIMITED ONFIVE YEARS EBRUARY 8OQ11. TIME EXTENSIONS °14E DATE OF�t��F er k`� `L , A� a aG�D �° � 1Q. CONCRETE MONUMENTATION SHALL BE PLACED AT THE PROPERTY ANB �� aC, Q , CORNERS AS SHOWN. FOR PLAN APPROVAL MAY BE GRANTED BY THE NYS DEPARTMENT OF �` Op�4,C�' Q° ��k y'1�` IIIIII/ HEALTH BASED ON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION �• g, NgIk y�� r° +.$ 11 ALL STREETS OF SARATOGA ARE SPR NGSED FOR DEDICATION TO THE CITY REGULATIONS O OBTAIN A TIMETEXTENSIOIvIAT TIME. A NEW PLAN SUBMISSION MAY BE , \ \ �� D O y< •F .t1 g 12. STREET ADDRESSED LOTS 6, 8, 10, 12 & 14 ASPEN ST. WILL HAVE 7 THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY DRIVEWAY ACCESS FROM FOWLER LANE ONLY. °k `G0 CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE iawe F � / • qt'g ne rc nc rn ear annpnX Ier , 1l ,.d a�00,n .4 ', PROPOSE -1 _ems -] + 8. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS ° gym Q°'�\ �❑ "CQ , °� SHALL BE COMPLIED WITH., PS'�r 6�$ �� • ,'�, , Z "0 \n' '5N p°0+ e� �� a� 4o 6634.1 �❑ \ � y 5F an, � , +,D�1 �o�a�-U' Gov \ 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED , \ S'L�� 6+ •' �� " 4�� rj�� LEGEND r o� 1 ASPHALT PAVEMENT 0 �,� ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. g�Q F o L� F• , / p��• , TOP COAT°mow �. 5. �gAb �� 1r7 $Q�,� �• ��pt BOUNDARY LINE TO BE REMOVED , 0t' �' Q° �?'�• F, HANDIC L!�J ' y�U p{ BE LEGALLY3. ALL FDISPOSEDRIS OF OFF -SITE MISCELLANEOUS5 TE BYTHE CONTRACTORBTORAM LOCATION PROPOSED PROPOSED SIDEWALK ��°6�'�� � ��D P ( t oDc�°prk'`ti N 0.05 ACRE AREA ALONG HST. L 6629.7 . 3� a 4 0a N- 5� e V- \D 4+ fig Q APPROVED BY THE CITY ENGINEER. - - PROPOSED LOT LINES \ r. ON Ft Fo+ CONVEYED TO THE CITY F RATOGA • . ,o \ 5F N�j / .0- NV 6Nik �01 / - - - - - -- -ADJACENT PROPERTY LINES J°�1F 9qDED SPRINGS, 39tGH P OSES. o� �7. pa$p'S �' r`�,gj, I �0�'. �� 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH `I9 ag ta° 6 \f�'� ' PROPO EO o' ' '�� ``,, �D - PROPOSED SETBACK LINES 4ot� G° e e ��' PR OSED 13 STRE SIG THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION '<'t' !i'O �� ' 5 +---��� PROPOSED/EXISTING BOUNDARY LINE o�d° �'yo g'� 5' SlEkEWALK `� Z / � 'p INSPECTIONS BY THE CITY ENGINEER OR A DESIGNED REPRESENTATIVE ARE _ _ _ _ _ _ , �,� '� ��' . • p g - PROPOSED EASEMENT '+ 6600.0 i i 6625.3 . Gvi REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE f , 5�3 a �°°+\Q PROPDSDED li, SF • �aF' sp gF '' t�`4 �� yo \N> RESPONSIBILITY OF THE APPLICANT DEVELOPER. AN ESCROW ACCOUNT TO gaQ $�� N ALTERNATE SID �\ . �� ,❑o. d`fi 3� y wag $�� QO�; J° t�1 or b OF STREET PAR G ' 4� �❑ ,�p.� , $�` � �. eA o C+° COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO '0 �a,00t QOg ��ti \ SIGN ' �-, . '� , �,� Sq ��O N5 W�� / ANY CONSTRUCTION. 165.82-1-69 TAX MAP ID �'° ��pIk 4t'" \ 34 , • 11 8 8 szppif- / 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE STREET ADDRESS ,\ F-o��\D �� ,% ,' 28 , �, ` 6600.0 �• • 6fi5b.4 ' �o+ ' x 0o`� ' BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 22 LOT NUMBERj�° Q , 5F 1�cjF' ' �O \��[ 5F / G` fk 00� rI,6 g / CONCRETE MONUMENT SET 5 , �, ❑ © 11685.7 �. a $ �o°o� ,°o. �s �' 0(7. $ot .,� 'S. �a$� Q°��'' o� bi 5. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY �(+ °4 F0 � �. , �r• '� �3'• �, ��cp/ S� 1� • '� �� ] 't� G� k oN, ' DRILL HOLE SET g0Q IF �^I 9�` \N'p0• ` �`J j , f ' 10 �a�t/ e� �/ , r �o •+'� A6�iCAt t ° Q g$ THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR �° 1 �] $ 6'• 6'. 9 f� d+ ❑• C,b / $ sk{ 0 , \ C, f po � , � , � i r o � o� �r'� �ed� e*, RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. '� A �' \ ' � ® 7, ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OR SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. B. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 9. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. a7� aeQrF 0 �.y ,fig bgN6 \ 00°Ip 1\ . w G r 0 n, I ZE o6 I � Ix f� ao 0 X $ ►� •B o0 07 O �' w allU_ a m I a �Z �dN a��a430 N I 0 0-aC-4 ° I �a an� a0S'�Cye OJ�7exo 99 -) N-6 g�10604.0 ,. , 6600.0 „F, n gp, �J ❑ Q,' , $ �� '� SF , �? , SF tl,� �, P 88840 26 a, dr , \ , ❑C3. �$ Eel Op a CnIc31 aye Np� SF / \ �► + ', ,r'- ' , '� �QotW'D/ t o1 G� OV- -LA 0 ; S� ® , 9582.2 , , , 7O5 8.8 , ❑ 7, r c' �' �►41��1V° o ac�x ON i� 25 ,c1`j s , , � \ 12' WIDE p � eI`\ �`L °�� >� dr ae�° �•D' .t �° e11lepm `�9 \ /, , �iQ. �, , , A RAINAGE EASEMENT B� toy IQ Lands N/F of c ���, &_ , 1 Frances J ICeI>�y h 6 �O 1� 3 e �+ �O �o SEE NOTE Y wAshingtan St sma4¢one Ln C M all Sr �t Cnair.s Pt ` 3 Oak A1y Lr'+� 4 7 E ms► All0 ' psi, St won,01 CA ,rn �0 , 3 C4 N Cllcuta1 St Y N v � '"), �7 8y'h s � URap1r :. SITE CO *916-ss 17 a` SITE LOCATION MAP NOT TO SCALE 8560.4 , �.5 • 9"E �},w a ' Deed 2007-39119 00* \p ,,� t�� t� ��• SF , N3 4 3 ,, - - o j .`� ® • 1 " ASPHALT PAVEM�QNT �{o�� , ��1�6+., , N b`Z 3� 6p,4$ C I C� " :9 , T4P CQAT e 6 4 e�,t'� 34+,fig F. 5$ 4�85, f D.79' © 12 U 12449.2 �`� ' • r66' pg� N-,, ,\ , `� , 753$.6 , , N hr' i SF . `� d1 9 /�` . �`g �1� ' ia, SF , 6�'��� 4 7135.3 0 ` J I l� V SI 4 , / , �d,'°°O ' ``4J�t 4 ` L " J I .e� Qo°.�+ ' • C' of ' 10 , , ` I N43'36 42 E L QIk g� F h S� 8$i3.3 k`$ A � SF S2C34'29"w I 110.00 N43'36'42'E � {�'�� A6� � .�r0� �ga.�� 63 1 \r `�'''9 p'1 i V43'36'42"E g] 12 1 fi 5"E �1'2 �• , I N 37.7$ e P A T �'D / E '\ • 22 a.72' 61 I Z. 0 I I I N �a+ / a o�'4,. g / \ c��6 ��5 ,gay ,`o. \ a� 18„w _ SIDE S CK (TYP) 1. © 13 a N I . ��°�e 5� sg< \ ,O \� 8.C'' 12' WIDE - - - I Ig i'= I d'� ewe �yg`L 04 6665.0 35 Z6 NAGE EASEMENT N I OD ` �� i. 6� ok '� F N24.34'29'E N fA r4 1� t�` r q 4j N ` 6600.0 , G � . F 1'1 C 20 �d4+, SF CO _ ,2fi' 6.52'r cn w °3 I I SF - J I i ale �''i a �y o t�'r 'l 21 Z a34'29"E �� SIN v, °t� vs` I , /'� "t0 � 4 G 0 e *F.' �•+ N N43'36 42'E / n h� Z \J �° i Q ¢j yy 8608.7 �,, 7252.5 . Oa $484.7 I 9735.3 ;o 1 DCA pa lk W fi91.3 i.� i - 11 D.00 © ,0 0(f N• \ to ego .'1 !!+ o �C� s6'23'18 W SF ` ir' f 5F I r+� SF OD SF 0° ae SF oa , G ape Q •1•� 13503.4 rSIFoll- ad 95.48 N oo I �I M I rrj • Q 9 105 Y '' 1 7 109 1 1 113 t 14 `O °' _4 N 9 4 2O 19 89.62' 18 17 16 15 a 6628. �L 6600,0 7527.0 Z - SF S4fi'23' 18"E N46'23' 18"w L L L L - J I _ SF _ J L SF -Y 16.62 �87.49' ,87.49 60. ' 110,00' N43'36'42-E U N43'36142"E I IF - CONCRETE CURB 5.84' s-is' of - LIMITS OF MILLING ELM SIRIEEII l�apne nR Carpeater AND REPAVING 8.00' ELM STREET PROPOSED (55' R.Q.W.} (EXISTING)Yvonne S. Lieka SIDE SETBACK (TYP) ( 28' WIDE ) (EXISTINGPAVEMENT } 5' SIDEWALK LAN AND IMITS OF MILUNG 28' WIDE PAVEMENT Dead 2007- 1 ---`- PROPOSD£D PROPOSED - ALTERNATE SIDE STOP SIGN PROPOSED 0.05 AC E AREA ALONG ELiM ST. CON D TO THE CITY OFISARATOGA I I COUNTY FOR HIGHWAY PUR OSES. N N I DEED 2007- 39120 I v 0 0 to l 0 to a I c E ;*,m v ��� I Nn I E rn � ,^� � °rqi ATM ., o m o� a � m d, I n r7 E'er I LO I . a I I I Uf o, I Os c N �« vN o'`' I C m•- pC� yr L m� +�'O a Q,- .r o �r l` Na°oNo aco oaOv ;m +• irnI rnI +- omo,I rn c I to v�I E�46 Ex�` E Z L �° 4) Cn I N L� O N W Vr i!i O N V) r- O N t� • O 04 LL O N 2 in aq �$ " I N= ate , E Z:R - E x� G0. ° E -Z-', �a� tE z(0i w z Moir; I w � � ° �o 10 vim` I cuc o' .- 0, c j m C� r oo 8 Go c�� I ciwr❑ 0 cald'p �1 o X LY X ❑p ❑ X � J 6Yt7 0��❑ D'1 O ❑ I 01 0 Q r O I r be v S 8 (nj JOY J J Y J E x X 7S �$2 Q' CITY OF SARATOGA SPRINGS ZONE: UR-2 TO bE OCCUPIED MIN. YARD SETBACK (FT) PRINCIPAL BUILDINGS ACCESSORY BUILDING MIN. DISTANCE TO FT MINIMUM LOT SIZE MINIMUM MEAN PRINCIPAL ACCESSORY FRONT REAR EACH TOTAL MIN. 1ST FLOOR MAX, HEIGHT PRINCIPAL FRONT LOT SIDE LOT REAR LOT MIN. % OF LOT TOTAL WIDTH FT BLDG. SIDE SIDE AREA (SF) (FT) BUILDING LINE LINE LINE TO BE PERMEABLE DISTURBANCE REQUIRED 6,600 S.F. 60' 30 10 10 25 8 20 Y- 60 5 10 5 5 25 - 2 STORY=700 PROPOSED 6.600 S.F. 60' (AT FRONT 30 - 10 25 8 20 2,280 S.F. APPROX. 30' - - - - MIN. 25% 4.90 AC OR 0.15 AC SETBACK) OF STREET STREET SIGN I PARKING SIGN I Y I I I v , I I I I I =❑t , I of l o o°, N v 1 09 u_ ON in �� I I I I �� v8 i E��¢N 'M a '� I EZN4 N N u7 v `° I UJ =o 0. aaq M 0 Lt7 I K7 u7 « o c Q, 1 0 _J i° I w. o ff° aoY �. o m I• ��� ° a « rn I u''I o �J'"�'`° f"n ° a t c '° �'�va� N Cc} fn Ot I t11 i '�° �j me y, 4 �r lL 0 ON qL�� I r �=dr0 I =�11 S a I z I J �aC E��n 0° E�o`� ao�� LLL o7 vcv �' I� cam+ E Zed ON in - c oma I sue" x I uJ - Zarl'.kn ° K I �o �+� I � zQ '�' w'�c�� E�.,a(q ELF °° I ©�4d�°�� I F�� v ,aY v N c mom- v� X ��rG pppprD Z m ir1 U�� op c m Da t C N c ~ r 0sc- ° �� I 0 0 U�O I N �� r I c � sa$xn I Uca S ypca S� v J 1 X J° ,t X r p 0 - JAY- O F- g a- BAR SCALE 50 0 25 50 100 1 inch = 50 ft. RAYMOND T. LIUZZO P.L.S. 50366 NEW y� `,... 03Q7�� DATE 08 26-05 12-06-05 02-01-06 02-15-06 09--08-08 09-23-08 09-24-10 F ki THIS MAP PREVIOUSLY RECORDED SEPTEMBER 29, 2008, MAP J106 C, D, E, K--REV REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR AWITIM M THIS DOCUMENT IS A VIOLATION OF SECTION 7209 sUBOMSION 2 of THE NEW YORE( STATE EDUCATION LAW. O 2005 C.T. MALE ASSOCIATES, P.C. CITY COMMENT REVISIONS JLS MAC FGP NYS DOH SUBMISSION JPM/JLS FGP FGP REVISIONS FOR CITY SUBMISSION JPM FGP FGP FOR AGENCY SIGNATURE/MYLAR JPM FGP FGP DESIGNED: FGP REMOVE DEED RESTRICTED AREA AND UPDATE SMW DGD RTL DRAFTED JLS STANDARD NOTE 9 ADDED ZPR FGP FGP CHECKED FGP REVISED STREET NAME TO PERSIMMON PLACE DMP FGP FGP PROD. NO: 05.5022 SCALE : 1"=50' DATE : JULY 20, 2005 .11 EASEMENT "A" P.O.B. N58'04'53"W 6.00' N31055'07"E 14. 10' S81' 16' 15"E 6.52' S31'53' 1 6"W 16.66' ■ EASEMENT P.O.B. "B" S42'57' 16"W 1 10,63' N81'36'39"W 6.54' N31'55'07"E 3.19' N42457' 16"E 1 10.82' S50'471241 6.01' S50'47'24"E C=6.01' L=6.01' R=122.50' EASEMENT P.O.B. "C" S47'58'49"E C=6.00' L=6.00' R=122.50' S42'57' 1 1 "W 1 10.00' N46'25'47"W 6,00' N42'57' 16"E 109.84' EASEMENT "D" P.Q.B. N31'55'07"E 14.10' S 81 ' 16' 15 "E 6.5 2' N42'57' 16"E 0.84' S46'23' 18"E 6.00' S42'57' 16"W 0. 14' S31'55'07"W 16.13' N 5 Be 0 4'5,3 "W1 12.00' P.O. O.B.I APPROVED UNDER AUTHO ITY 0 A RESOLUTION ADOPTED 0•C BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. v . & CHAIRPERSON DATE REVISED - SUBDIVISION PLAN JOSEPH STREET SUBDIVISION CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NY C.T. MALE ASSOCIATES, P.C. SB 50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12114 518.786.7400 k FAX 518.786.7299 SHEET 3 OF 15 ARCHITECTURE do BUILDING SYSTEMS ENGINEERING ' CIVIL ENGINEERING � n ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES `` - DWG. NO: o50224 XREF-JOSEPH ST REVISED GRADING 09.05.OB.DWG PROJECT NUMBER:05.5022 GENERAL NOTES: 1. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH SITE WORK THAT INVOLVES PHYSICAL GROUND DISTURBANCE ON THE PROJECT SITE SHALL SIGN AND DATE A COPY OF THE CERTIFICATION STATEMENT, WHICH IS LOCATED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY. 2. THE SEDIMENT CONTROL MEASURES DETAILED ON THIS SHEET SHALL BE IN PLACE PRIOR TO CONSTRUCTION START --UP FOR EACH CONSTRUCTION PHASE, AT A MINUMUM THESE MEASURES CONSIST OF SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE, INLET PROTECTION. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED AND/OR REPLACED AS NECESSARY, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS STABILIZED. 3. FOLLOWING THE COMMENCEMENT OF CONSTRUCTION, SITE INSPECTIONS WILL BE CONDUCTED AT LEAST EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER, 4. BASED ON THE WEEKLY SITE INSPECTIONS, THE EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE SWPPP SHALL BE REVISED AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE. 5. THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT IS INSTALLED AND THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER. THE PROPERTY OWNER WILL ASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S) THEREAFTER. 6. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH AND EXCELSIOR MATTING) WILL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER CAN BE ESTABLISHED. 7. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. ALL UNNECESSARY REMOVAL OF WOODY VEGETATION SHALL BE AVOIDED. 8. TRENCH DEWATERING WILL BE CONDUCTED USING A PORTABLE PUMP AND HOSE, AS NECESSARY, EXCESS WATER WILL BE PUMPED TO A DEWATERING STRUCTURE OR GEOTEXTILE FILTER BAG LOCATED IN A WELL VEGETATED UPLAND AREA. WHEN COMPLETED, ALL DEPOSITED SEDIMENTS WILL BE PROPERLY MANAGED IN UPLAND AREAS OR DISPOSED OF OFF -SITE. 9. INLET PROTECTION MEASURES WILL BE INSTALLED AROUND STORM DRAIN INLETS TO PREVENT SEDIMENT LADEN WATER FROM ENTERING STORM SEWER SYSTEMS. 10. FOR SILT FENCE AND EROSION CONTROL MEASURE LOCATfONS AND DETAILS, SEE EROSION CONTROL PLAN WITHIN THE STORMWATER POLLUTION PREVENTION PLAN TEST PIT RESULTS DATE: APRIL 5, 2005 WITNESSED BY: JASON JIN, C.T. MALE ASSOCIATES, P.C. NO SEASONAL HIGH GROUNDWATER INFORMATION GATHERED TP-1: 0'-2' TOP SOIL 2'-5' LOAMY SAND GROUNDWATER MEET AT 5' TP-3: 0'-2' TOP SOIL 2'-5' LOAMY SAND GROUNDWATER MEET AT 5' TP-4: 0'-2' TOP SOIL 2' -3.5' LOAMY SAND GROUNDWATER MEET AT 3.5' LEQEND (PROPOSED) LEGEND (EXISTING) PROPOSED SIDEWALK O SMH SANITARY MANHOLE a DMH DRAINAGE MANHOLE - - PROPOSED LOT LINES 0 ce CATCH BASIN - - - - ADJACENT PROPERTY LINES 0 WATER WATER VALVE - - - -PROPOSED SETBACK LINES k FIRE HYDRANT PROPERTY LINE - - - - - -- - - -- PROPOSED EASEMENT TPED TELEPHONE PEDESTAL CONTOUR LINE 0 CPED CABLE T.V. PEDESTAL " -" -"'-"'-GRADING & CLEARING LIMIT LINE 0 UTILITY POLE SILT FENCE LIGHT POLE 30e CONTOUR LINE LABEL .� r OVERHEAD UTILITY LINE +roar SPOT ELEVATION x - FENCE GFE= GROUND FLOOR ELEVATION 307.0 • SANITARY SEWER CLEANOUT qFl s � \, NrP \cow / GFE= 312.5 / GFE- \ 312.5 1 GFE= • 312.5 312.5 4 t.10GFE= 312.5 �' • GFE- � \ 312.25 \ f ! TF - 305 87 309 41W IN-304 12 NV 0i _303.37 Z \ ' ' ' • / CUR O / .I 310. ' 3 � 310.a � I / GFE- / .� 311.5 / ZZ GFE-310.5 GFE 312 GFE- GFE-311.0 313.0 GFE-311.0 i GFE-310.5 4 12` WV OUT-308 70 / r • • 4.0 , 'A 1 v •] k5lo% 2 312,Ba / G GFE- 30ll, I � 't �-313.a� 312.5 4 GFE= f \ 98 , / o , / 311.5 I N9,52 . y \ 312.5 GFE= GFE GFE= GFE- TP I �� \ 312.5 312.5 312.5 312.5 Pr--w ' ' • l' �. , GFE- GFE= FE= 3='S'' ii i BAR SCALE 50 0 25 50 100 THIS MAP PREVIOUSLY RECORDED SEPTEMBER 29, 2008, min = so e. MAP J106 C, D, E, K-REV GFE- 312.5 APPROVED UNDER AUTHORITY OF JA RESOLUTION ADOPTED THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. (1 to-Il • LO CHAIRPERSON DATE EDWIN L. VOPELAK, JR. PE 059238 DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTMMZM ALTERATION OR ADDMDN TO THIS DOCUMENT IS A �"`"� TI of SECUM SUBDIVISION2 OF THE NEW DRIC SITE GRADING PLAN 08-26-05 CITY COMMENT REVISIONS NEW JLS MAC FGP STATE EDUCATION LAW. 12-6-05 Q NYS DOH SUBMISSION JPM/JLS FGP FGP Hof Npp • D 2005 02-01-05 ® REVISIONS FOR CITY SUBMISSION * JPM FGP FGP C.T. MALE ASSOCIATES, P.C. JDSEPN STREET SUBDIVISION w 02-15-06 FOR AGENCY SIGNATURE/MYLAR JPM FGP FGP DESIGNED: FGP 08-26-08 ® REVISED GRADING AT INTERIOR OF BLOCK DMP FGP FGP DRAFTED JLS CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NY 05921� 09-05-08 REVISED GRADING AT INTERIOR OF BLOCK DMP FGP FGP CHECKED = FGP C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE P.O. BOX 727 LATHAM NY 12110 RPM. SG 09-24-10 ® REVISED STREET NAME TO PERSIMMON PLACE DMP FGP FGP PR4J. N0: 05.5022 518.786.7400 * FAX 518.786.7299 ® SCALE: 1=50 SHEET 4 OF 15 ARCHITECTURE &BUBUILDING SYSTEMS ENGINEERING *CIVIL ENGINEERING`J L�DATE il. ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES 'J : JULY 20, 2005 DWG. N0: 05-Q224 3 5-v L4 1 (,�, j I. PROJECT NUMBER: 05.5022 ,.� . -s -1 '7 CN:Y' [ ] XREF-JOSEPH ST REVISED GRADING 09.05.08.DWG PROJECT NUMBER:05.5022 STANDARD UTILITY NOTES: 1. STUB ALL SERVICE LATERALS AT PROPERTY LINE, UNLESS NOTED OTHERWISE. 2. COORDINATE LATERAL LOCATIONS, SIZES, INVERTS, ETC. WITH BUILDING PLANS PRIOR TO CONSTRUCTION. 3. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE CHECKED AT SITE BEFORE CONSTRUCTION BEGINS. 4. SEWER MAINS IN RELATION TO WATER MAIN: WHERE POSSIBLE, SEWER SHALL BE LAID AT LEAST 10 (TEN) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 18 (EIGHTEEN) INCHES BETWEEN TOP OF SEWER AND INVERT OF THE WATER MAIN AT UTILITY CROSSINGS. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, ENCASE WATER MAIN IN CONCRETE 10 (TEN) FEET ON EACH SIDE OF THE SEWER MAIN BEING CROSSED. 5. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, WALKS, CURBS, FENCES, ETC. TO A CONDITION AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED, MAILBOXES, POSTS, ETC., SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED fTEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. ALL UTILITIES SHOWN WITHIN UTILITY EASEMENT OR PUBLIC ACCESS EASEMENT WILL BE OFFERED FOR DEDICATION TO THE CITY OF SARATOGA SPRINGS. 7. GAS AND ELECTRIC: CONTRACTOR TO EXCAVATE TRENCH. UTILITY COMPANY TO INSTALL LINES. CONTRACTOR TO BACK FILL AND RESTORE GRADE. UTILITY COMPANY WILL OBTAIN EASEMENT FOR THESE UTILITIES. 8. ADJUST MANHOLES, CATCH BASINS, VALVES AND OTHER UTILITIES TO MATCH NEW GRADES WHERE NECESSARY. 9. T-WYE AND CAP TO BE PROVIDED FOR RESIDENTS ON WEST SIDE OF JOSEPH ST ADJACENT TO THE PROPOSED SEWER TO TIE INTO THE NEW SANITARY SEWER LINE. DURING THE CONSTRUCTION THE DEVELOPER SHALL PROVIDE EACH HOMEOWNER AN OPPORTUNITY TO CONNECT TO THE NEW SEWER. 10. ROOF LEADERS WILL BE CONNECTED TO THE STORM DRAINAGE SYSTEMS IN FRONT OF THE HOUSES TO PREVENT FLOODING IN THE REAR PORTION OF THE SITE. 11. FOR SEWER LATERAL CROSSING, BEND SEWER PIPE TO MAINTAININ A MINIMUM 6" VERTICAL SEPARATION BETWEEN SEWER AND STORM (TYP). 12. FOR WATER LATERAL CROSSINGS, MAINTAIN A MINIMUM 18" VERTICAL SEPARATION BETWEEN SEWER AND STORM (TYP). 13. THE WATER SYSTEM SHALL MAINTAIN 35 PSI UNDER NORMAL OPERATING CONDITIONS AND 20 PSI UNDER PEAK CONDITIONS. 14. HYDRANT DRAINS SHALL BE PLUGGED, AND THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 15. SANITARY PIPE BETWEEN MANHOLE 4 & 5 TO BE 10" ULTRA -RIB PIPE MANUFACTURED BY UPONOR ETI COMPANY OR APPROVED EQUAL. PIPE BEDDING TO MEET ASTM D2321, GRAVEL CLASS I. MATERIAL S ECIFICADONS: 1. SANITARY SEWER -- 6" AND 10" GRAVITY SEWER SHALL BE PVC SDR 26 (CLASS 160), ASTM D-2241, EXCEPT AS NOTED. SEWER WITH 4' OF COVER OR LESS SHALL BE INSULATED WITH 2" THICK POLYSTYRENE BOARD INSULATION (SEE DETAIL 6 ON SHEET DET2). 2. STORM SEWER - SHALL BE HDPE (HIGH DENSITY POLYETHELENE) SMOOTH BORE PIPE (N-12) AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS INC. OR EQUAL UNLESS OTHERWISE NOTED. JOINTS TO BE SILT TIGHT GASKETS. CATCH BASIN FRAME & GRATES TO BE SYRACUSE CASTINGS 28188 OR NEENAH 3561 OR APPROVED EQUAL. 3. STORM SEWER STRUCTURE SCHEDULE: - 30" SQUARE PRECAST CONC. CATCH BASIN: - MAX PIPE SIZE OF 15" - DISTANCE OF LESS THAN 4' FROM TF TO LOWEST PIPE INVERT. - MIN. 12" SUMP REQUIRED. - 4' DIAMETER MIN. ROUND PRECAST CONC. CATCH BASIN: - STEPS REQ'D IF FINISHED GRADE ELEV. TO LOWEST PIPE INVERT EXCEED 4.0' - USE FOR PIPES SIZES 18" TO 30". 4. WATERMAINS SHALL BE CL 52 DIP OF PIPE SIZE SPECIFIED ON PLAN. ALL WA ERMAINS, HYDRANTS, AND SERVICES SHALL BE POLYWRAPPED AS REQUIRED BY CITY OF SARAT A SPRINGS. FOR WATER LATERALS (SERVICE CONNECTIONS) USE 314" COPPER, TYPE "K". 5. ALL PVC SDR 26 (CLASS 160) PIPE TO HAVE A PRESSURE TEST PERFORMED USIN\HECITY OFSARATOGA SPRINGS STANDARDS 1 � RIM 12"INV. OUT \amn 11A05.82 ����00. �ROI8"INV.01.82?NNE:r SIN , [ ,� NM2.10-, NA12 C9 IM=305.19 2"I N V. OUT=302.44 RIM=307.00 8"iNV. OUT=3 .95 RIM=305.95 12"INV, IN=302.57 RIM=306.75 12"INV. THRU=302.40 LEGEND (PROPOSED) LEDGEND (EXISTING) SMH RIM=309.17 a SMH SANITARY MANHOLE e"INV. THRU=304.39 PROPOSED SIDEWALK 0 DMH DRAINAGE MANHOLE SMH '�• PROPOSED LOT LINES a Ce CATCH BASIN RIM=311.80 ADJACENT PROPERTY LINES 4" INV,=308.03 ° WV WATER VALVE 8"INV, THRU-305,66 PROPOSED SETBACK LINES HYD FIRE HYDRANT PROPERTY LINE n rpED TELEPHONE PEDESTAL PROPOSED EASEMENT ❑ CPED CABLE T.V. PEDESTAL "19¢ +w ', PROPERTY WATER LINE PROPOSED SANITARY SEWERcr NM3 UTILITY POLE ,- PROPOSED SANITARY CLEANOUT ° LP LIGHT POLE HMS.+ ,kt OVERHEAD UTILITY LINE. io x > - FENCE RIM=307.53 12"INV. THRU=302.48 RIM=307.74 8"INV, ❑UT=302.46 LP° 12"IN 12" IN 1 R OL1Z �wd 6 TF - 306.e7 49NV IN-304 12 NV OUT-303.37 RIM=307.05 S�IW 12"INV. ❑UT=304.25 RIM-3(37,36 8"INV. THRU 303.05 Fco 0 18"INV, IN-301. 241NV. OUT= 301. ES1 12' INV OUT-306.70 LP ° =308.34 J V. OUT= 303.84 -3f- 0 TF r ow our. CB RI RIM=307.09 24";NV, THRU C' RAH 4 [ YH) CB CONNECTING TO V RIM=3 .92 6" WATF MIAIN SMH 12"INV ❑UT=303.42 E'XG' TAPPING SLE RIM=307.88 CIO 6" ATE 8"INV. OUT=303, 3 Jj4" CORPORATI LOCATION TO BE F FOR CHLORINA TESTM AND BAR SCALE 50 0 25 50 100 1 inch = 50 ft. EDWIN L VOPELAK R 059238 �v NEW NOp.& L DATE REVISIONS RECORD/DESCRIPTIPE ON 12-6-05 NYS DOH SUBMISSION 02-01-06 ® REVISIONS FOR CITY SUBMISSION 02-15--06 ® FOR AGENCY SIGNATURE/MYLAR 08-26-08 REVISED UTILITIES AT INTERIOR OF BLOCK 09-05-08 ® REVISED UTILITIES AT INTERIOR OF BLOCK 09--24--10 ® REVISED STREET NAME TO PERSIMMON PLACE 0 OUT=305, 75 DI"Ma309.68 I8 .1MV IN=3O5.fi5 V• IN=305.54 VOUT=304.7 INV.lN=305.19 M THRU=304.79 RIM=308.60 8"INV. THRU=306.1 t ❑MH RIM-309.31 24"INV. THRU=301.71 � IMH IM S RIM-308.68 8"INV. THRU=302.1 ).76 303.74 NOT VISIBLE W/ WATER RIM=308.22 6'INV• iN=306.82 12"INV. OUT=306.42 INV= �i RIM=308.70 12"INV. THRU-306.60 DMH RiM-31 1.1 2 24'INV, IN=301.38 24"INV, OUT=301.; RIM=310.05 8"INV. THRU=304,17 RIM=309.78 12-'INV. IN =N/A 24"INV. OUT=N/A RIM=3D9.25 8"INV. THRU=304.75 THIS MAP PREVIOUSLY RECORDED SEPTEMBER 29, 2008, MAP J 106 C, D, E, K-REV )RAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VKXATIOH OF SECTION 7209 YORIc SU9DMS STATE BATON LAWNEW. 0 2005 C.T. MALE ASSOCIATES, P.C. JPM/JLS ALS ALS JPM ELV ELV JPM ELV ELV DMP ELV ELV DESIGNED: ALS DMP ELV ELv DRAFTED : JLS DMP FGP FGP CHECKED ALS PROJ. NO : 05.5022 SCALE: 1 "=50' DATE : JULY 20, 2005 APPROVED UNDER AUTHORITY Of A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF pSARATOGA SPRINGS. CHAIRPERSON DATE OVERALL SITE UTILITY PLAN JOSEPH STREET SUBDIVISION CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NY C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE P.O. SOX 727 LATHAM NY 12110 IS u 518.706.7400 * FAX 518.786.7299 SHEET 5 OF 15 ARCHITECTURE & BUILDING SYSTEMS ENGINEERING * CIVLL ENGINEERING K NENVIRONMENTAL SERVICES * SURVEY do LAND INFORMATION SERVICES DWG. N0: ❑�-0224 14 ,cPrr_ 1ngc-pw �,T ❑r)F)ITIONAI pi ANTINr. ns n7 ns nwr; c� PROJECT NUMBER:06.6533 a PLANTING SPECIFICATIONS: GENERAL PLANTING NOTES: 16. SEE SITE ENGINEERING PLANS FOR GRADING INFORMATION. 1. SUPPLIED TOPSOIL SHALL CONFORM TO THE FOLLOWING: 1. TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS A. ORIGINAL LOAM TOPSOIL, WELL DRAINED, HOMOGENEOUS TEXTURE 2 LAWN IRRIGATION - SEE BUILDING PLANS. 17. SEE PLANTING DETAIL ON SHEET DET2 FOR PLANTING INSTALLATION. OF UNIFORM GRADE FREE OF SUBSOIL MATERIAL, CLAY, HARDPAN, STONE, SOD OR OTHER OBJECTIONABLE MATERIAL. 3, ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR le. PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE 8. CONTAINING BETWEEN 5% TO 20% TOTAL ORGANIC MATERIAL IN ENGINEER BEFORE INSTALLATION, AND AFTER AWARD OF BID. SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS, SUBMff GUARANTEE IN WRITING TO OWNER. THAT PORTION OF A SAMPLE PASSING A 1 /4" SIEVE WHEN 4, LA. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY 19. ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4'DIA. CIRCLE. DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL EDGE TO MINIMIZE INTRUSION OF LAWN. DRIED 0 105'. APPLICABLE INSURANCES. 20. SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED C. PH RANGE OF 6.0 TO 7.0 ON DRIED SAMPLE(S) FROM METHOD 5. ALL EVERGREEN PLANTS TO BE WILT -PROOFED IN LATE FALL. USE ACCORDING TO GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH IN "B" ABOVE, ADJUST WITH LIME AS NECESSARY. MANUFACTURER'S INSTRUCTIONS. AS CURBS. , D. CONTAINING THE FOLLOWING GRADATION: B. ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO , \a SIEVE DESIGNATION % PASSING RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS. 1" 100 \ \a 1/4" 97-100 7, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING. LOCATIONS \ 9� NO 200 20-65(OF THE 1 /4 SIEVE) PANS ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR 2. IF SOD IS USED, IT SHALL BE: , \ \ -2 YEAR OLD STOCK 8. CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. -MIN 85% BLUEGRASS OR BLUEGRASS/RED FESCUE MIXTURE -FREE OF WEEDS, UNDESIRABLE NATIVE GRASSES, INSECTS & DISEASES 9. SEE DETAIL FOR PLANTING INSTALLATION. ALL TREES GREATER THAN 6' HEIGHT MUST BE -SHALL BE MACHINE CUT, MAX WIDTH DEVIATION OF 5% STAKED AND GUYED PER DETAIL. * 10. PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. , \ 3. SEED MIX FOR GENERAL LAWN AREA SHALL BE. PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS \ \ -AMOUNT BY SPECIES OR TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTILIZER PER SPECIFICATIONS. a�MnPLE WEIGHT VARIETY PURITY PERCENTAGE , \ 55% KENTUCKEY BLUEGRASS GERMINATION 11. MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORM. `Pq\ 25% RED FESCUE SAMPLES TO BE APPROVED BY OWNER INSTALL AT A MIN OF 3" IN BEDS ISLANDS AND 4y oWv n 20% PERENNIAL RYE 97% 85% AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. \ 28•'t, _ 2F a� 100% 98% 90% 12. PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND z . CONCRETE *GRASS SEEDING RATE: 4LBS/1000SQFT OR 170LBS/ACRE DECIDUOUS SHRUBS AND TREES IN THOSE AREAS TO BE MULCHED. , �,C41 � WA" 4. FERTILIZER: 13_ WEED FILTER FABRIC MATERIAL TO BE NONWOVEN GEOTEXTILE, TYPAR 3301 OR EQUAL , a� 43 ? STORY GARAGE • LAWN AREAS -HIGH PHOSPHORUS STARTER FERTILIZER PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. , , �Cyc 24"SPRUCE A. FOR SPRING SEEDING: 10% NITROGEN 5% AVAILABLE PHOSPHORUS CONTRACTOR TO BROADCAST GRANULAR SLOW -RELEASE PRE -EMERGENT HERBICIDE, PER \ � tis 4% WATER SOLUBLE POTASH(10-6-4} 14. E, a 2D'SPRUCE� LABEL DIRECTIONS, PRIOR TO INSTALLING WEED FABRIC AND MULCH. �, 41 B. FOR FALL SEEDING: 5% NITROGEN 10% AVAILABLE PHOSPHORUS 05 5% WATER SOLUBLE POTASH(5-10-5) 15 CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER C. APPLY 0 A RATE: 3.6L8S PER 1,ODOSQFT OR PER MANUFACTURE'S UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT ENGINEER FOR , OST \ . SPECIFICATION.PLACEMENTS. , 1 ��� 2 'SPRUCE PLANT STOCK: FERTILIZER SHALL BE " AGRIFORM" SLOW RELEASE . FERTILIZER TABLETS APPLIED PER MANUFACTURE'S QR o ' 20"SPRUCE •• / • SPECIFICATION. 5. RECOMMENDED PLANT MATERIAL INSTALLATION DATES: , 9i�� \ + ' -DECIDUOUS TREES AND SHRUBS: APRIL 1 TO JUNE 1 \ G, \ 20"SPRUCE , : ' 4'H, 3'W SH & OCTOBER 15 TO DECEMBER 15. 2 ,20 SPRUCE -EVERGREEN TREES AND SHRUBS: APRIL 1 TO JUNE 1 9� \ BCD • & SEPTEMBER 1 TO NOVEMBER 15. TC \ °� ■ 6. MAINTENANCE & GUARANTEE REQUIREMENTS: \ 4"h1aPLE • Box V \ , 0 A. MAINTENANCE PERIOD FOR LAWNS SHALL EXTEND UNTIL FINAL ACCEPTANCES. B. REPAIR WASHOUTS, REPLACE TOPSOIL & RESEED AS NECESSARY. C. GENERAL LAWN AREAS WILL BE FINALLY ACCEPTED WHEN A UNIFORM STAND OF VR 2'MAPLE LAWN IS EVIDENT AFTER THREE CONSECUTIVE MOWINGS AND REFERTILIZATION D. ALL PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE FULL YEAR FROM THE DATE OF COMPLETION OF THE LANDSCAPE INSTALLATION. THIS ASSUMES TC � ` ' • SUFFICIENT WATERING & MAINTENANCE MEASURES NECESSARY TO \ , ESTABLISH AND MAINTAIN PLANTS IN A HEALTHY GROWING CONDITION. \ sPRUDE " E. GUARANTEE ALL REPLACEMENT PLANTS INSTALLED UNDER THIS GUARANTEE FOR ONE FULL YEAR FROM DATE OF INSTALLATION, , y APLE ' F. REPAIR DAMAGE TO OTHER PLANTS OR LAWNS DURING PLANT REPLACEMENT. 1 , CO �YD • �,','' 4 \/ VN TC TC - DECK y r ` 4 0 OR L %OAR TREE ROW E'� `1 9 �ti,. PIR ' \ 1 5 TC C C SC ,- •SPRI:CE Q� , � ,\ E LDcusT QXC' ° , {�B 7 PROTECTION AREA - \ as OR EXISTING TR ■ C � \ Q R 12" L;C E X Q . ,, IV70 � co 3 "Ib.QR -/ AM \ LANDSCAPED TIMIRERS a'SPRUCE © Q *PRUCE a LANDSCAPED AREA 7 p'$PRUCE D `L° B 9 Wv O P I .n. I�1 T I N G E MB 13 90- DEED RESTRICTED AREA THERE SHALL BE NO CUTTING OR CLEARING. THE REMOVAL OF DEAD AND /OR DISEASED TREES IS ALLOWED ONLY WITH AN ADMINISTRATIVE ACTION APPROVAL BY THE PLANNING BOARD CHAIR. L KEY QTY. BOTANICAL NAME COMMON NAME SIZE ROOT SPACING REMARKS TREES OR 22 QUERCUS ROBUR 'FASTIGIATA' 2"-2.5" B&B As Shown Pyramidal English Oak cal, TC 24 TILIA CORDATA 2"-2.5" B&B As Shown Little Leaf Linden cal. i 5 SC , VD r 1 5 I n . I ,. - B FP I VL 2 I V I TIC -� _ FP I ul I L Z13OX WIRE ENCE - - - --------------- z I11 1 I 1 4 ■ • • C yCLT CURB ■ • ■I P 7 LP r a J 4 1 LEGEND x; LP PROPOSED LIGHT POLE LOCATION ` 1 I QR I I I I I I I I I I BAR SCALE 50 0 25 50 100 1 inch = 50 ft. v f . IA 0Wv -2 _1 z1 II 2 TC I I OR TC I I I I I I I I I 7bITIONAL PLANTINGS SCHEDULE BOTANICAL NAME EY QTY. COMMON NAME SIZE ROOT SPACING REMARKS REES AR g ACER RUBRUM 2.5"-3 B&B As Shown Red Maple cal. AM 3 AMELANCHIER CANADENSiS 6'-7' B&B As Shown Downy Serviceberry ht. FP 4 FRAXINUS PENNSYLVANICA 2.5"-3" B&B As Shown Green Ash cal. PR 6 PINUS RIGIDA 5'-6' B&B As Shawn Pitch Pine ht. CB 3 QUERCUS BICOLOR 2"-2"5" B&B As Shown Swamp White Oak Cal. VL 10 VIBURNUM LENTAGO #5 ___ As Shown Nonnyberry cant. DRUBS IV 13 ILEX VER7ICILLATA 2'-S B&B As Shown 1 mule in each Winterberry ht. of 2 groups SC 14 SAMBUCUS CANADENSIS #5 - - - As Shown American Elder cant. VC 5 VACCINIUM CORYMBOSUM #3 - - - As Shown Highbush Blueberry cant. VD 12 VIBURNUM DENTATUM 2'-3' B&B As Shawn Arrowwood Viburnum ht. 00 ❑ DMH S D' APPROVED UNDER AUTHOR a `� F A RESOLUTION ADOPTED � BY \ THE PLANNING BOARD OF THE CITY OF \ SARATOGA SPRINGS. p -,?4,-e 1 ` � 9-, 7ArIj-f 1 `Tcjfil XREF-JOSEPH ST PROJECT NUMBER: 05.5022 3 0 J ¢ ar w 7 0 co 0 I V) C) w Z w J C� Q U MAP NOTES: 1.) Boundary and topographic information shown hereon was compiled from an actual field survey conducted during the month of February, 2005, additional survey data was supplemented June 20, 2005. 2.) North orientation and bearing base per map reference # 1- 3.) Vertical datum established from N.G.V.D. 1929. 4.) Underground facilities, structures, and utilities have been plotted from data obtained from previous maps and record drawings. Surface features such as catch basin rims, manhole covers, water valves, gas valves, etc- are the result of field survey unless noted otherwise. There may he other underground utilities, the existences of which are nut known to the undersigned. Size and location of all underground utilities and structures must be verified by the appropriate authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and construction. 5.) This survey does not constitute ❑ record search by C.T. Male Associates, P.C. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, the surveyor relied upon title commitment number SAR-5015, prepared by Chicago Title Insurance Company, dated July 28, 2005, MAP REFERENCES: 1.) Map entitled "Westwood Commons Subdivision Phase II, Saratoga County City of Saratoga Springs New York, Subdivision Plat Sheet No. G1", prepared by Keystone Trozze, LLC, project no. 288.15098 dated July 9, 1999, last revised January 14, 2000, filed in the Saratoga County Clerks Office on January 21, 2000 as map number W-348D. 2.) Map entitled "Map of Woodlea, property of George W. Chapman and Janice H. Wright, at Saratoga Springs, NY. As surveyed by L.H. Cramer, C.E. in 1873", filed in the Saratoga County Clerks Office on April 3, 1877, as map number AA-21. 3.) Map entitled "Survey for James A. & Noncy Till situate in City of Saratoga Springs, Saratoga Co. N.Y." prepared by Benchmark Surveying Services, dated May 26, 1987, and filed in the Saratoga County Clerks Office on June 17, 1987 as map number T-68. 4-) Mop entitled 'Boundary and Topographic Survey Land Now or formerly of Ronald J. Kalil and Norma M. Kalil Joseph Street" prepared by C-T. Male Associates, P-C. dated February 14, 2005• DWG. NO- 05-288 STANDARD NIOTESs 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2, THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3, ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 4, THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABUSHED PRIOR TO ANY CONSTRUCTION. 5, THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OR SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD, 6. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. NOTES: NYS DON STANDARD CONDITION NOTES: 1. APPLICANT: 1. THE PROPOSED FACILFITES FOR WATER SUPPLY AND SEWAGE DISPOSAL DEED NOTE 'I: JOSEPH STREET LLC, C/O WILLIAMTESSfrORE ARE INSTALLED IN CONFORMITY WITH SAID PLANS. A 2.5' WIDE AREA WILL BE DEEDED TO THE CITY OF SARATOGA SPRINGS ALONG PROPERTY BOUNDARY \ 4AUTOMATION LANE AT JOSEPH STREET AND ELM STREET. THE PURPOSE IS TO EXTEND R.O.W. TO 27.5' OR ONE HALF OF \ ALBANY COUNTY, NEW YORK 12205 2. NO LOT OR REMAIMNG LAND SHALL BE SUBDIVIDED WHHOUT PLANS 518�24-8335 THE STANDARD 55' R.O.W- REQUIRED BY THE CITY. FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE 2. OWNER: RONALD J. KALIL & NORMA M. KALIL NEW YORK STATE DEPARTMENT OF HEALTH. / 3. SITE CONSISTS OF 5.973t AC. OR 260,184t S-F. 3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWER FACILITIES WERE INSTALLED WITH 4. THE PROPOSED SITE IS LOCATED IN THE UR-2 ZONE ANDA LEGIBLE REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE 41 NO OTHER ZONING LINES LIE WITHIN Sao PT, OF THE PROPERTY, AS -BUILT DRAWING DEPICTING ALL INSTALLED SANITARY FACILYMS. 0 y�a7 OTHER THAN THOSE INDICATED ON PLAN. , Qf s C 4. THE DEVELOPER SI TALL FLIRNISFI EACH PURCHASER OF A i JOT, WIIICI I 5. SARATOGA COUNTY TAX MAP f.D. 165.82-132 (INSIDE DISTRICT) BOOK 1394 PAGE 190 NO WATER SUPPLY AND/OR SEWER FACILMES WERE INSTALLED WITH A LECIIIBLE REPRODUCTION OF THE APPROVED PLANS AND SHALL NOTIFY 6� ok ❑, ' 6- THE PROPERTY LIES WITHIN THE SARATOGA SPRINGS SCHOOL DISTRACT. TTIE PURCHASER OF THE NECESSITY FOR INSTALLING SUCH FACITXrIES IN \ , , � � O { 0 , ��9e6 7- SOLID WASTE DISPOSAL WILL BE BY INDIVIDUAL UNITS. A DUMPSTER IS ACCORDANCE WITH THE APPROVED I'LAIV5. \ r S aK, „py °1 -10 NOT PROPOSED. 09 5. THE WATER SUPPLY AND COMMUNITY SEWERAGE IMPROVEMENTS g Q SERVING THIS SUBDIVISION SHALL BE INSPECTED FOR COM DANCE WITH �ys <` S� 8. ALL PROPOSED LOTS ARE SINGLE FAMILY RESIDENTIAL. k THE APPROVED PLAINS AT THE TIME OF CONSTRUCTION BY A NEW YORK a�a�y QOA�'K �,AO 9. REAR AREA OF LOT NUMBERS 15 19 AND 2428 AND THE SOUTH PORTION OF STATE LICENSED DESIGN PROFESSIONAL (A P.E., R.A. OR EXEh4PT L.L.S.) AND N5O �5$ , �P� LOT 21 WILL BE DEED RESTRICTED FOR NO GROUND DISTURBANCE OR TREE WRTITEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE 00+ CUTTING. DEED RESTRICTED AREAS WILL BE FENCED WITH WOODEN SPLIT NYS DEPARTMENT OF HEALTH AND THE LOCAL BUILDING CODE RAIL FENCE. ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. ` 5 10. CONCRETE MONUMENTATION SHALL BE PLACED AT THE PROPERTY ,, n O� L\\thy°�g� CORNERS AS SHOWN. 5. PLAN APPROVAL TS LIMITED TO FIVE YEARS FROM THE DATE OF°gad Qr k+y5 �° a� 4p'1{• e APPROVAL, AND SHALL EXPIRE ON FEBRUARY 28, 2011. TIME EXTENSIONS Ne $ 11- ALL STREETS ARE OFFERED FOR DEDICATION TO THE CITY FOR PLAN APPROVAL MAY BE GRANTED BY THE NYS DEPARTMENT OF ��°Pa\G QD�'�A�� `• V.�Pk'��. OF SARATOGA SPRINGS. ITEALTH BASED ON DEVELOPMENT FACTS AND TITE REALTY SUBDIVISION y� k�N 5� �. ,� N6 REGULATIONS IN EFFECT AT THAT TEV E. ANEW PLAN SUBMISSION MAYBE , \ °tom N6 $� ND / C 12. STREET ADDRESSED LOTS 6, 8, 10, 12 & 14 JESSICA ST. WILL HAVE REQUIRED TO OBTAIN A TIME EXTIIKISION. DRIVEWAY ACCESS FROM FOWLER LANE ONLY. 13-SPLIT RAIL FENCE SHALL BE 10` LONG SECTION, ROUND CEDAR POSTS, 2 7. THE APPROVED PLANS MUST BE FILED WITH THE SARATOGA COUNTY , Qr ROUND CEDAR RAILINGS WITH SCARFED ENDS, 42' HIGH- MINIMUM OF 2' CLERK PRIOR TO OFFERING LOTS FOR SALE AND WIT1-TIN 90 DAYS OF THE CIO 0 DEPTH FOR ALL POSTS. DATE OF PLAN APPROVAL. , �� lcl�a9 �aG�XO 8. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS Vr cJ SHALL BE COMPLIED 1h'TIH. , \ p❑ Q N�5 'NNO�'ROKOSED STOP SIGN 7141 6634.1 5 pre 4' SIF LEGEND r°K ���, qed qP o kS 3 1" ASPHALT TOP COAT BOUNDARY LINE TO BE REMOVED p� E� p�'�'� FQ ��`�� HANDICA AMP (T • 12 PROPOSED SIDEWALK F D D5 ACRE AREA ALONG H ST tar°oE, TO BE CONVEYED TO q, �� \ MM$F ' 7 - - PROPOSED LOT LINES r oi s F 2 , 0 6' - - - - ADJACENT PROPERTY LINES , a°TI ,� CITY OF SARATOGA RIN . Op 0• p, ro°' ry 9 e a° F R H1GHiN Y PU OS PROPO D - - PROPOSED SETBACK LINES �,a r GO, e'5 q� el,N PROPOSED% 13 L/ STRE SIC -- PROPOSED/EXISTING BOUNDARY LINE , �yo°® Nit '2 5' SIDF-WALK . 6600.0 `W `��j • - - - - - - - -- - PROPOSED EASEMENT � N6 ? SF jJ 6625.3 1 cat K �do �.Q PROPOSDED �So� �k5� �o di �>3� 5F� °\ x`1 �° ALTERNATE SID •f I� �, / • k� ,� `r` t" �2 STREET ADDRESS °yCYr 15 K, OF STREET PAR G �a�' Vp�-, t�O�.K�p�• \ moo, �f Sd�N'KO `I- Ia 'o° Qa � 1 SIGN � , ' � .o ' (22 LOT NUMBER \ Z, N�N5g' �® 28 �o �t Q , 6600.0 665D.4 DEED RESTRICTED AREA dy 60' , , 11 .7 ����$. , O�kSk�' ,00• r ,Y+�+ Ct, 0 .Nyk 5 32 s s �, Q� O� ■ PROPOSED MONUMENT ,aged �F e�,'s�k.. ��,-• t' . 10604.0 fy Jo Mpg BNB h$N130 ,`��1 5a' �¢, , 66S0A*E . n- 8884.0 O �Qi- sS , V., I SEE NOTE #9 eA D� �' K1 �,� -� Op n �, ' e1 NNQ , a cfl - t `r ❑� bo'o � �35'49' 9582.2 A �� ` 7016.8 1 o a 141. QN'c'°� .y 28 Z5 S��i� 5F �� SEE NOTE \ 5F t'rncrr f - 'f e 0° e 11 �C'� O \� \ / �- II n I 855 0.4 \ boo ms NE 27' " 110.68' � 6 I p rn_� vo ©� S' > SEE NOTE #9 N31'54 39 65. 4�42'57'16 E 109�$4' - � W 12449.2 b �c 1 , 7' 60.A a -aa 0.79' 5 2 : SF a a 7538.E `•° _ 24 S 6s. 6p o`r N'j 3a h.85 7135.3 0 U, SF SEE NOTE #9 _ w I C PROPOSED SPL 6�' ,y+k�• W 4 SF 0 �w ��..- I00 RAIL FENCE (SE 1 - L J • p[+a�e� N43'36 42"E Ik �� 0P �g• h 6613.3 V �3 �`�' 12.00' 110.DO' N43'36'42"E;� t A,Kr°� C22 � SF SEE NO 9 SIDE SETBACK (TYP) - I N 37.78' ��O ��� q °g64 �-A i 3'1 p1� a SEE NOTE .49 SEE NOTE -9 A rn s 'C4 a O 4' yv s s3 a 'L SEE NOTE 1p: SEE NOTE ff9 0 v, rn n P 60. _ 64. UQ' S3'37'7 9 _ §Q �' _ o�eq 20 r9� 6665r0 3� Z - v, -- -- I fi600.O oo , r'� �� , / C, 1r°h °� �' Nn5N y SP , g SF r" I .Q • i'' $ a`' ,�vt` tqa rz h, 5� b' N l OS 1 W 111 113 °A° N43'36' 42"f I r rt°� I' �rd7�"Qpr�er1�9 bN y �'a�r1❑�.0 �- 135D3 4 . p,5 N 1 OE W CO c0 m f 110.00 i ` &' " 5' ❑+a°�N�� ; e�N, ,. f W. SF pO �O$ .� 1-4 N N 7252.5 rn 8494.7 rn 9735.3 10691.3 !-- _ __ T __ �� 0 N$� 3r°'L c,+ 6608.7 SF SIF ,,� ` ` SF ` ,� 03 `° oo` SF ` ` ` LJ I SF 115 I rn 4J 0 P �" , °' S 00 0 N P v 944.7 5F TO BE D °*. SEE NOTE 9 • N' 662fi.4 20 rn @9 6600.0 a 0, CONVEYED TO � -SF SF F Sri THE PROPERTY OF k$. CARPENTER AND MUST 16.62' 1 60.00' MO ' 60. ' 6 110.00' N43'36'42"E _ 53.77' N4336'42"E •3$ BE MERGED WITH - - CONCRETE CURB LIMITS OF MILLING ELM STREET AND REPAVING 8.00' {52 5` � }(EXISTING) STREET PROPOSED �� LIMITS OF MILLING 28' R.O.W.) (PROPOSED) SIDE SETBACK (TYP) 28' WIDE PAVEMENT 5 SIDEWALKLIMITS REPAVING 28' WIDE PAVEMENT -- - - - PROPOSDED PROPOSED °i ALTERN ATE S1DE STOP SIGN o OF STREET w ra �PARKING SIGN u<mv,�N i v 6 -_--- 0,05 AC E AREA ALONG ELM ST. I I I I I I I 0 O r, TO BE ON VEYED TO THE ! _ a I CITY OF SARATOGA II LCmO �J❑ �QLtUirl r,�Yv� - C �0.rn AJ DIY Q,ciro I COUNT CI I I I ❑�❑ -- ❑a[ a•p" C7 ,ip❑O 1ri❑ L0 FOR HIGHWAY PURPOSES. Ui�]4 �po N (0}�o3p � N Q p m l as I O10 Omrill EA C ❑ m` S-Nu J I r7❑O ua ; ro , - � rj m+ 10 00 a, I mr• 1 ❑ r'En r 0 C 0 _6Co (00 CL y❑❑m L uw A N C ON Zaa° n ON ° 0 ❑❑m MI E��ti�` N ❑ .0 cr I �a N ❑t,in aE f EQ a $ a�N�p ❑ 1o�$�m �a� 0 H r0.rr'mNvryD7'- CID15 %rC❑❑N v,[� j, N _ N ooZ ; Z vriza� o� Znn2azLE o3C°''' � cOQZ N ri ❑-0 1e❑ O ��Qr E Qw °u�d� uca0 C 1as Qo�6wr EZULO ON❑nomm� ° Cyrq N-0-a v %ma❑ J JJrr ❑Y7- E to Y❑ ] C3 N ❑ % d % x J ❑ x V ❑r O❑ G❑❑ ❑ C ❑ C _J a- ❑ 0❑ ❑m F °❑ O d 0)EO Y J� J Ja❑ J-0Y mmrim p% % M. m mn� O a 0 a �❑ ❑x 0 M. ¢�pn ImR Ml�II �~ CITY OF SARATOGA SPRINGS ZONE: UR-2 MAX. % OF LOT TO BE OCCUPIED MIN. YARD SETBACK (FT) PRINCIPAL BUILDINGS ACCESSORY BUILDING MIN - DISTANCE TO FT MINIMUM LOT SIZE MINIMUM MEAN PRINCIPAL ACCESSORY FRONT REAR EACH TOTAL MIN. 1ST FLOOR MAX. HEIGHT PRINCIPAL FRONT LOT SIDE LOT REAR LOT MIN, % OF LOT TOTAL WIDTH FT BLDG- SIDE SIDE AREA (SF) (FT) BUILDING LINE LINE LINE TO BE PERMEABLE DISTURBANCE REQUIRED 6,600 S.F. 60' 30 10 10 25 8 20 1 STORY=900 60 5 10 5 5 25 - 2 STORY=700 PROPOSED 6.600 S.F. 60' (AT FRONT 30 - 10 25 8 20 2,280 S.F. APPROX. 30' - - - - MIN. 25% 4.90 AC OR 0,15 AC SETBACK) BAR SCALE 50 0 25 50 100 1 inch = 50 ft. PROPOSED STREET SIGN I m'rm to ❑ i0 �0N l I mt I i .� ohm' ,O U m i ° D,r V) w +; v N U_ C]� E aIn rr7� Z ALA 3� I� E ZX�u3 w° z i1in rri a,��_ ❑ G "�ui �fO ;. 0 0 ID- Nku0-Mq aft 1 0_00 0 N fh a 6 I I E vM�a ��a� W Yg Z r►s ¢ 0 o e �0.n� I mU" Yml- I-m� [vv �r CYo a x m F- Co H m 0 N V) ❑ v+ I L� EL co �pa M Zmr7If5 � ���� ❑ r- J �2 mm� P. n�Pe�s �yc AlY 5p 5D e Z a Q a ry � L'Pn1�t8 ta: BOA 3� ION MAP 4CALE 1 NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. Y)RIK WT ATS �,tipS'rP' : Z l ►i t EEAS SU .610 - WAF4REI�3S��J��� �3.Y, R � AX �,T, W , r 7-�1V- APPROVED UNDER A TH TY 0 RESOLUTION ADOPTED `d THE PLANNING BOARD OF THE CITY OF S"TOQ& SPRINGS. Dv- o3-ta CHAIRFPRSON DATE PROJECT NUMBER:05.5022 U 3. STANDARD UTILITY NOTES: Q 1. STUB ALL SERVICE LATERALS AT PROPERTY LINE, UNLESS NOTED OTHERWISE. / 0 2. COORDINATE LATERAL LOCATIONS, SIZES, INVERTS, ETC, WITH BUILDING PLANS PRIOR TO CONSTRUCTION. LEGEND (PROPOSED) LEDGEND (EXISTING) 3. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATION ONLY. RIM 309.17 �' O THEIR EXACT LOCATION SHALL BE CHECKED AT SITE BEFORE CONSTRUCTION BEGINS. sMr� SANITARY MANHOLE 8"INv. THRU=304.39 i PROPOSED SIDEWALK a / . I 4. SEWER MAINS IN RELATION TO WATER MAIN: WHERE POSSIBLE, SEWER SHALL BE LAID AT LEAST 10 (TEN) 00M" DRAINAGE MANHOLE - FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE -- - PROPOSED LOT LINES CB RIM=311.8Q w ADJACENT PROPERTY LINES ° CATCH BASIN MAINTAINED TO PROVIDE 18 (EIGHTEEN) INCHES BETWEEN TOP OF SEWER AND INVERT OF THE WATER MAIN AT - - - - - / B" INV. RU8 3 , UTILITY CROSSINGS. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, ENCASE WATER MAIN IN - 4 WV WATER VALVE \ 8"INV. THRU=305.fi6 - PROPOSED SETBACK LINES CONCRETE 10 TEN FEET ON EACH SIDE OF THE SEWER MAIN BEING CROSSED. �� HrD FIRE HYDRANT \ (TEN) PROPERTY LINE TELEPHONE PEDESTAL 5. CONTRACTOR SHALL RESTORE LAWNS DRIVEWAYS WALKS CURBS FENCES ETC. TO A CONDITION AT LEAST - - �- __� PROPOSED EASEMENT ❑ rPED /��+,� / Q AS GOOD AS THEY WERE BEFORE BEING DISTURBED, MAILBOXES, POSTS, ETC., SHALL BE PROTECTED OR PROPERTY WATER LINE ° cREo CABLE T.V. PEDESTAL / HY°� `/ / �' w REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE - PROPOSED SANITARY SEWER ONM3 UTILITY POLELP REPLACED AT THE CONTRACTOR'S EXPENSE, PROPOSED SANITARY CLEANOUT " NM3� LIGHT PALE 6. ALL UTILITIES SHOWN WITHIN UTILITY EASEMENT OR PUBLIC ACCESS EASEMENT WILL BE OFFERED FOR ref OVERHEAD UTILITY LINE DEDICATION TO THE CITY OF SARATOGA SPRINGS. x x FENCE k 7. GAS AND ELECTRIC: CONTRACTOR TO EXCAVATE TRENCH. UTILITY COMPANY TO INSTALL LINES. CONTRACTOR '\ ,� ' ��40 ,�,$ TO BACK FILL AND RESTORE GRADE. UTILITY COMPANY WILL OBTAIN EASEMENT FOR THESE UTILITIES, , RIM=309.65 6"INV OUT=305.75 8. ADJUST MANHOLES, CATCH BASINS, VALVES AND OTHER UTILITIES TO MATCH NEW GRADES WHERE \ f RIM=309.fi8 NECESSARY. RIM 6"INV IN=305.65 �r 9. T-WYE AND CAP TO BE PROVIDED FOR RESIDENTS ON WEST SIDE OF JOSEPH ST ADJACENT TO THE 8"INV, IN=305.54 �a �k, �y, ,N ', 8"INV OUT=304.71 ADD PROPOSED SEWER TO TIE INTO THE NEW SANITARY SEWER LINE, DURING THE CONSTRUCTION THE DEVELOPER SHALL PROVIDE EACH HOMEOWNER AN OPPORTUNITY TO CONNECT TO THE NEW SEWER. 10. ROOF LEADERS WILL BE CONNECTED TO THE STORM DRAINAGE SYSTEMS IN FRONT OF THE HOUSES TO Q • / �, A6+ PREVENT FLOODING IN THE REAR PORTION OF THE SITE. , � � //�• / . / ,, ,tG �� 11, FOR SEWER LATERAL CROSSING, BEND SEWER PIPE TO MAINTAININ A MINIMUM 5" VERTICAL SEPARATION \ \ / . , / T, BETWEEN SEWER AND STORM (TYP). \ ' A / �% � � SMH 09.33 � �� / . . , , - } REM=3.IN=3 '4a 8" INV.IN=305.1ti � $"INV. THRU=304.79 12. FOR WATER LATERAL CROSSINGS, MAINTAIN A MINIMUM 18 VERTICAL SEPARATION BETWEEN SEWER AND,,�����° STORM (TYP). �,,$°y� •�'d,� r y !�r ' �, / , Irv,; _A 13. THE WATER SYSTEM SHALL MAINTAIN 35 PSI UNDER NORMAL OPERATING CONDITIONS AND 20 PSI UNDER , q'Li �� Q D PEAK CONDITIONS. �� �Q� ,� ' , . TF=309.76 1b. \ a� a ' , SUMP-303-74 14. HYDRANT DRAINS SHALL BE PLUGGED, AND THE BARRELS MUST BE PUMPED DRY AFTER USE DURING / PIPES NOT VISIBLE 12 \ , FILLED W WATER FREEZING WEATHER �a� � P / . � ��`�0 � � A 15. SANITARY PIPE BETWEEN MANHOLE 4 & 5 TO BE 10" ULTRA -RIB PIPE MANUFACTURED BY UPONOR ETI , ��dYt+ o E".. //q� r' c''• r �a / / , '� COMPANY OR APPROVED EQUAL. PIPE BEDDING TO MEET ASTM D2321, GRAVEL CLASS I. / ycr:T' ,y , p., • . / �, MATERIAL SPECIFICATIONS:t� ✓ 13 y9� \� , O / • rso- \ @� / 1Q I 1. SANITARY SEWER - 6" AND 10" GRAVITY SEWER SHALL BE PVC 5DR 26 (CLASS 160), AST M , ���'`�� / ' • ' ,N ,\ D--2241, EXCEPT AS NOTED. SEWER WITH 4' OF COVER OR LESS SHALL BE INSULATED WITH 2" THICK POLYSTYRENE BOARD INSULATION (SEE DETAIL 6 ON SHEET DET2). 2. STORM SEWER - SHALL BE HDPE (HIGH DENSITY POLYETHELENE) SMOOTH BORE PIPE (N-12) AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS INC. OR EQUAL UNLESS OTHERWISE NOTED. JOINTS TO BE SILT TIGHT GASKETS. CATCH BASIN FRAME & GRATES TO BE SYRACUSE CASTINGS ,� Wyk s n , s • o� 2818B DR NEENAH 3561 OR APPROVED EQUAL. �� ' , , , 3. STORM SEWER STRUCTURE SCHEDULE: �� �+ , • , , ' \ , `01°� - '�� - 30" SQUARE PRECAST CONC. CATCH BASIN; 9 � - MAX PIPE SIZE OF 15 , s , , ' . r ©, - DISTANCE OF LESS THAN 4' FROM TF TO LOWEST PIPE INVERT. ' -'" ;� , , \/ I '�•� , \. . . �, MIN. 12" SUMP REQUIRED. - 4' DIAMETER MIN. ROUND PRECAST CONC. CATCH BASIN: - STEPS REQ'D IF FINISHED GRADE SLEW. TO LOWEST PIPE INVERT EXCEEDS 4.0 , *, ,�/\ - USE FOR PIPES SIZES 18" TD 30".Mb 4, WATERMAiNS SHALL BE CL 52 DIP OF PIPE SIZE SPECIFIED ON PLAN. ALL WA RMAINS HYDRANTS, AND SERVICES SHALL BE POLYWRAPPED AS REQUIRED BY CITY OF SARATOGA SPRINGS. FOR WATER LATERALS (SERVICE CONNECTIONS) USE 3 4" COPPER, TYPE `W. \ ��a °`5 ���`'� G � n � , ' � � � 1 � � � SMH ro4 �'� • , , ,/ REM=308.60 y5' 'FS 5. ALL PVC SDR 26 (CLASS 160) PIPE TO HAVE A PRESSURE TEST PERFORMED USING�E CITY OF * ti ���►`��y �� - �E� J 28 , j yo ' s"INV. THRU=306.1t SARATOGA SPRINGS STANDARDS. o� 'sn' a��+,� ' i ,� F� e , + Q-A s `RIM=308.22 i o ' 1 , z 6'INV. IN=306.82 r RIM=311.24 12"INV. QUT-306.42 , {p INV.=NIA SMH INV-301.92 Qpay�'��jsSO+y�'y , 20 I / . , RIM=3. THR (CONNECT TO 'AN. �'t� ���� pJ i 21 , _ -1 F O7 1 I I F / 12"INV. THRU=306.fi0 AaH F1 09 =1 RIM=305.fi co I ,! I• , A 03 $ 7 15 4 = RIM= 9 / / DMH 12"INV. OUT=302. RIM 703 f I I I I I I I I I , / 9:7� wv '2�waae j IIM-305.19 12"INV. OUT=302.44 I II I I I I I I I I I I 24"INV, THRU=301.1+ 24'INV. IN=361,38 12"IN =3031. 3 fi I GB 10A I $ R4'INV. N 12" IN=333 20 L i TF 309.7 SYH 4 (INSERTION MFI)� DMH �eti/ 24"INV. 0UT=361.3$ C3 : ; :,- G, . • 18 DU� 3D2.33 I L - 1 L J AT R-LATERAL (TJyP J 4NV IXJ7 30&.02 EX 8"07.1E RIM=309.31 R:V=305.9E G J vvJJ ! $" PIPE INV¢302-95 24"INV. THRU=301.71 - 2 ^J'v. a- sAH LATERAL (TYP-) _ M H 12"INV. OUT=302.50 RIM=31O.05 INV. THRU 30417 eHd 8 r - - - z -- - - _24'HDP� � - Y - � OATH C 2tHOPE� N Q,N � - - - ' - - `s�T _ _-- �- x�..4--- 24 HOPE 2�WwvRIM=30S.75 f g � --+ -5'T�.O W. TING} 12"INV. THRU=302.40r r " 28' WID AVEMENT m ..-........:., PA VEM 12'INV. IN=N/A _ s� -Av -- �, 'TiYD 24"INV. QUT=N/A Hr° W W - NT CHRE- - LP E B DMH CBCONNECTING TG♦w]C15307.05 RIM=308.Q7 RIM=3 .92 6" WATERMAIN IDMH18"INV. IN=301.97 LRI308.34 i2"INV OU7=303-42 6"XS" TAPPING SLEE ERI RIM=309.45RIM 309.2E NV. OUT=304.2ESMH SMH 24"INV. OUT=301.97 RIM=307.88 AND 6" RW CATE VAL 308.68 1 RIM=307.36 V. OUT=303.84 8"INV. THRU 303-05 8"INV, OUT=303. 3 ��"� �PIOR;� �N��'T� � BE ��j �I�� I I V. THRU=302-13I INV=N A $"INV. fiHRU-304.75 II I I I II II I TESTING LyJ RIMry 307.74SMH I RIM307.00 I 8"INV. QUT=302.46 f I 8"INV. OUT=3 1.95 ' I ' I I � Z'k I APPROVED UNDER AUTHORITY O A I j RESOLUTION ADOPTECI-11-05 BY THE PLANNING BOARD OF THE CITY OF I I I I I NEW YOR STATE DEPARTMENT OF HEALTH SARATOGA SPRINGS. Glens Falls District Office r� pS-o3-a` Refer to first sheet for approved data and signature. CH PERSON DATE ` m-f 1 BAR SCALE Cp F-WSONMENTAIL 00i 50 0 25 50 10[} , :: P ,• Fr T WA1RAEh15StJIRG, 'N.)" ` �• �>� �A and 8�� �'� �+� 1 inch = 50 fL EDWIN L. VOPELAK, JR. UNAUTHORIZED ALTERATION OR DATE REVISIONS RECORD/DESCRIPTION RAFTER HECK APPR. ADDITION TO THIS DOCUMENT IS A PE 059238 VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORI{ OVERALL SITE UTILITY PLAN NE�r 12-6-05 NY5 DOH SUBMISSION JPM/JLS ALS ALS STATE EDUCATION LAW. y014 02-01-06 ® REVISIONS FOR CITY SUBMISSION JPM ELV ELV © 2005 * �Fj 02-15-06 ® FOR AGENCY SIGNATURE/MYLAR JPM ELV ELV C.T, MALE ASSOCIATES, P.C. JOSEPH STREET SUBDIVISION ' ® DESIGNED: ALS ® DRAFTED JLS CITY OF SARATOGA SPRINGS SARATOGA COUNTY, N • �. ��g27� � � � � CHECKED � ALS C.T. MALE ASSOCIATES, P.C. Q PROJ. NO: 05.5022 50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12110 P90 0 ® S U SCALE : 1"=50 518.786.7400 * FAX 518.786.7299 ' E�J L� SHEET 5 OF 15 ® ARCHITECTURE &BUILDING SYSTEMS ENGINEERING *CIVIL ENGINEERING �J DATE : JULY 20, 2005 ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES c DWG. N0: 05-0224 3qq S� r XREF-JOSEPH ST PROJECT NUMBER! 05.502 ell 110 30�s� F.I- a -1 s s 9� 2" FORCE MAIN CROSSING H CB4 EXACT LOCATION AND DEPTH R M307.83 0 SMH1 W TO BE DETERMINED BY CONTRACTOR FORCE MAIN CROSSING INV IN=303.97 CB3C RI iN07lN4 304.12 RIM=3Q6.Q0 CB3B FARCE MAIN CROSSING „ INV IN=302.12 PRIOR TO CONSTRUCTION EXACT LOCATION AND DEPTH RIM=307.80 EXACT LOCATION AND DEPTH l Z INV OUT=302.02 CB2 TO BE DETERMINED BY CONTRACTOR INV OUT=304.2E TO BE DETERMINED BY CONTRAC INV OUT=303.84 RIM=307.95 24" INV THRU=303.51 J m CB2A PRIOR TO CONSTRUCTION DURING COH UC ON INV IN=303.90 V_ RIM=307.0 RIM=307.0 SMH2 1 INV OUT=303.90 C83 = a CB1 INV IN=304.04 INV OUT=304.23 Ul RIM=307.53 CB3A { RIM=307.60 C3 d RIM=306.30 INV IN=303.34 RIM=3O7.8Q INV CUT=303.55 INV IN=303.80 H W INV IN=302.60 INV OUT--303.24 INV OUT=304,12 { U'I INV OUT=303.80 Q W N� INV_DUT6O 37 LF 12" HDPE 0 0.5� 0 Co 1 =r N 0 - i -- -- -- -- - - -- O d Cc. - �Q !14 LF 12=HOPEA Q 4 � W - _...... _ r0SEPL, STR1E-ET �N - _7`�� �. 32 F DPI= ® 0.25% JOSEPH STRE T +Qp 2+00 +00 4+00 5+ 1 w 6+60.. .._ 9+00 a" v 0.28x �5 R.�.IN_ (EXISTING) �`' RR - I I -7 PAVEMENT (EXI ---------------------- 28' WI E PAVEMENT �P OP�SED� 4Do LF 70" SAN v 0.28x 179 LF 10" SAN v O.2B7L �� ,, _ _ 141 LF 24" HDPE 00.20% \ - - - - F 0 of cn cn rn N S i R Y F G R ■ ■ .................... - 2 fi" SAN LATERAL (TYP.) WATER LATERAL (TYP) I o > m Cn a 3 7� S � N-3 L .7 i N S9S c'r-o _ erg > 0 19 /ij� o m 0 C) z-� o zo I �n�Z 0 302 x C� , ,3° s' �Ce I a o I I >M m v1 s � �'�, z O % j `�0 I I I z I < M TIy '�Ci� I I ,02�n �\ O Q� I 6 S I C C PLAN VIEW 1 JOSEPH ST pp� SCALE: 1 " = 30' CROSS REFERENCE: NONE 1 FBI C82 2 2 3B 3 33C CB4 CN CN 00 a Li Q Q r:r- a o a a a rnn oK o "' II n ii N o 2 Mrs F 32' 12" HDPE ® 0.2% (FROM 3C TO 3) VEXISTING GRADE APPROXI ATE LOCATION OF EXPS ING 3" FORCE MAIN (CB3A- Ei3)114 LF 12-INCH HDPE Q 0.30% 159 LF 24-INCH HDPE @ 0.20% 310 - - 310 (CB 38 3 )114 LF 12-INCH HDPE (5 0.30% ExISTINc GRADE 6" SAN SEWER ------ 37 LF 12-INCH HDPE0.50% LATERAL _ _ _ BOT 6" SAN=305 5 - - 8% - - TOP 12 STORM=3�5 02 - - VERT. SEP.=0192 LF 12-INC HDPE (9 0.20 -___--_ _� �_--------- _ _-- - - _ -- -- -- ------ ---- ----------- -- - _-------- -----__-__� --'-^ �5' (FROM CB11) LOCATION Of SAN. LATERAL I T AT CROSSING ( .) I r - - BOT 6" SAN=30.97--- TOP 12" STORM 304.47 I', -- .._ _ _ 141 LF 24-INCH HDPE 0 0.20% 191 LF 12-INCH HOPE 0 Q.50% n V 400 1-F-10"PVC S R26 SEWER Q. 28% - -- - EX CL 52 DIP Wu. Lu - - - --- - - 6 SAN SEWER BOT 6" SAN=345.37 Z V __ J rJ LATERAL 6" SAN SEWER TOP 12" STORM=304.84 CONNECTING TOEXISTING J m vw _ - f 6" SAN SEWER LATERAL VERT. SEP.=0.5' 6" WATERMAIN = IL 300 LATERAL 179 LF-10"PVC SDR26 3EWER 0 0.2 ............. . .. ........ TAPPIN V 0 � ?� 300 RW GATE VALVE Q W J J N p pp J p 00 00 00 N - N p N m DATUM ELE V N F- - -:2 DATUM ELF. I 295, nD �N V) cdn Si In CIOM]�w � f 295Dy LL.,� � Ill N °N Lr00 w Vr pQr•N OcpN 0� ,}� 00¢ apt Cq �j Qi_ns ¢c7zII _ �p� Q� oQ�II0 Q�I1 CD a- p N CDI+Qmo+dQ +++LLJ Ow p II III � II CD l � Q II �~ ��(Az ZH 0 0¢0 F_ F_ ZC4 >> F-> >> (n� Cn� > Ind [n> -> 1­_ >:> V) >> t�rlZ ZZ VIZ �ZZ <Z NZ 2 QZ mz jZ Z V7Z;� U 2 [I7ZZ V) - - �] [V ❑7 N O N jc� CD N 0] N - W 00 U7� D �NUN N U N N-D "0- L) U� wr<0 U �N La Ur-N 0+Ott - 1 +00 - 2+00 -- 3+00 4+00 5+00 5+00 7+00 8+00 9+00 PROFILE 2 JOSEPH ST PP1 SCALE: HOR2. 1 " = 30' NOTE' NEW YOI3f( STATE DEPARTMENT OF HEALTH VERT. 1 " = 3' Glens Falls District Office GROSS REFERENCE: NONE 1 • FORCEMAIN LOCATION IS UNKNOWN. CONTRACTOR Refer to first sheet for approved data and signattire. TO VERIFY IN FIELD. IF NECESSARY, RELOCATE FORCEMAIN TO MAINTAIN SUFFICIENT COVER OF STORM SEWER AT CROSSING. APPROVED UNDER AUTHORITY OF A 2. T-WYE & CAP PROVIDED TO RESIDENTS ON WEST SIDE OF RESOLUTION ADOPTED22Z1-097RY JOSEPH ST. TO TIE INTO NEW SANITARY SEWER LINE. DURING ,,,j THE PLANNING BOARD OF THE CITY OF fNeW yr,pK WA,TP �t r r, SARA SPRINGS. CONSTRUCTION, THE DEVELOPER SHALL PROVIDE AN ___ OPPORTUNITY FOR THE ADJACENT PROPERTY OWNERS TO ?? E AFIRE R� Su PROVIDE THEIR OWN LATERALS. r: # -pp ror�ee3 Data and Ske 'vlr� Q�r C3 �L CH AI ERSON DATE EDWIN L. VQPELAK, JR. UNAUTHORIZED ALTERATION OR PE 059238 DATE REVISIONS RECORD/DESCRIPTION DRAFTER HECK APPR. ADDITION TO THIS DOCUMENT Is PLAN/PROFILE OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK 8-26-05 1Q CITY COMMENT REVISIONS JLS MAC FGP STATE EDUCATION LAW. JOSEPH ST 12-6-05 ® NYS DOH SUBMISSION JPM/JLS ALS AILS© 2005 02--01-06 REVISIONS FOR CITY SUBMISSION JPM ELV ELV C.T. MALE ASSOCIATES, P.C. 'K 02-15-06 ® FOR AGENCY SIGNATURE/MYLAR JPM ELV ELV DESIGNED: FGP JOSEPH STREET SUBDIVISION t ® DRAFTED : JLS CITY OF SARATOGA SPRINGS SARATOGA COUNTY, N OS9t'1� CHECKED : FGP C.T. MALE ASSOCIATES, P.C. PP1A ❑7 PROJ. NO: 05.5022 50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12110 ® SCALE: AS SHOWN 518.786.7400 * FAX 518.786.7299 Jj"7� SHEET 6 OF 15 ® ARCHITECTURE & BUILDING SYSTEMS ENGINEERING * CIVIL ENGINEERING UU DATE : JULY 20,2005 ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES t- ... DWG, NO: 05-0224 PROJECT NUMBER:05.5022 -JOSEPH ST PROJECT NUMBER:05.502,' Mto] 300 PLAN VIEW ELM STREET PP2 SCALE: 1" = 30' CROSS REFERENCE: NONE C� 5MH n � 00 MH CL ESSI CA STREE T 4 SM H Ij' - x � CB x :SNI r no EXISTIN GRADE 0 o 6 EXISTING GRADE m � StiIH n � ii 11 BOT 6" AN=304.12 BOT 6" 5AN=304.39 1dA co co o - - _ .=6" VERT. SEP.=6" - CB VERT. SE n w cnv 8OT 10" SAN=304.29 L TOP 24 STORM=303. 9 o - VERT. SEP.=6" = - - - - - — - r- - -_ - - _ BOT 6" SA =304.23 BOT "SAN=304.05-- BOT 6" SAN=304.2$ TOP 18" ST RM=303.73 TOP 18" STORM=303.55 SOT 6" SAN=304.47 i TOP 1$" STORM=303.78 VERT. SEP. 6" VERT. SEP.=6" TOP 24" STORM=303.97 VERT. SEP.=6" VERT. SEP.=6" 4 �- ---- _ _- ... EX 8" SEWER li I _... ... _.............. _-.-. _....._...._..... EX S" SEWER f fit`_ 8" EX TER - -- - Ex 8" SEWER EX -- ' --- ------ X 24 STORM CHPd1dCTtt�tGTO €?ftSTf EX 24" STORM 6" WATERMAIN w TAPPING SLEEVE & RW GATE VALVE J f� LD J U') J U a7 C N Q C] N VAPPROXIMATE Ln N if3 N �,j ❑ N - LOCATION f N Z N w OF EXISTING WATERM IN w w Li C w w (n F w w 0 LL � w cn LL w w w w LL a 7r• n ND iz- 00 ¢0 t C+ cCa°y 0 `M7 Ln ca � I• a ai m L(-) n n 0m 0 CA C a Qr n + 7 +0 +q"+C1 i + + +070 coo Ca 0N m!1 Q � 00 C �0 �7 [� rr7 +V + +> 00 Q� Q\-EX 18"STORM z '0— Q U) � L p G7z 0 w D 0 w� _� �?� D D N�a �� mzz mz Z �zZ z o�z �- rnz LI7� z 00 �Z mNN �Z U-- C7 p- U- [�_ = X ]C ]C 7C X ?C N N 7C N 7C p0 m <i � - ]C 7C -I '2 x Li 1 X 4? SO 0+00 1 +00 2+0❑ 3+00 4+00 PROFILE K'2'*� ELM STREET PP2 SCALE: HORZ. 1" = 30' VERT. 1" = 3' CROSS REFERENCE: NONE 5+00 6+00 7+00 Fd� Yr3R,K �•'T� •- - ]rig Cate and Stf-,v_.,:+i. J r7 8+00 NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. Z -if-sC APPROVED UNDER AU HORIITY OF, A RESOLUTION ADOPTED "L r Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. (CeCHAI PERSON DATE PROJECT NUMBER. 05.5022 z D> > pe) z z '4-••-- r (i3 — N CJ � ,— N 5 SMH 6 /—CONNECTING TO EXISTING RIM=309.92 6" WATERMAIN INV IN=306.07 6"X6" TAPPING SLEEVE INV OUT=305.57 AND 6" RW GATE VALVE LOCATION TO BE FIELD VERIFIED 0 15+00 .._.....}...................6" SA ATERA� — — — — — — m w '�. V) cL 00 �a � II �Q' w�I� I o II ff)Zp W , » Of z z z '� I wlLi > 0IQ f Le) �I LOn rnimD nI,I Iw OOC 0 11 D V)z O nII>> m� U�- NG 0`- a �AL I �- rn00 C) f nzO emu— — M:2> > I I NEz z c� Q _ Cr I 3/4" CORPORATION FOR CHLORINATION TESTING 4+00 JESSICJ tffitET 1 2 LF1 Q" WR26 43 t3. % ........... � }.. . D 0 W 110 LE 12" ilDPEOD.5% SMH 5 RIM=309.52 INV IN=305.06 INV OUT=304.95 ` ~ 2"4 — — -- — 0 CB 11 TF = 309.7 INV IN=305.06 INV OUT=305.06 Cgp��q r�7 r' p�. PLAN VIEW JESSICA STREET pp3 SCALE: 1" = 30' CROSS REFERENCE: NONE CB 10 TF = 308.7 INV OUT=306.02 4�� a N. A° �v 04 eCO / / O 0 �' d xa Q o r AZ° of °o ° Ae 110 ;00 CONNECTING TO EXISTING 6" WATERMAIN TAPPING SLEEVE & RW GATE VALVE 5+00 4+00 3+00 2+00 1 +00 0+00 APPROVED UNDER AU RESOLUTION ADOPTED OR 0 A " Y PROFILE DE OF HEALTH E D WR�ARREN 'R . F � THE PLANNING BOARD OF THE CITY OF JESS ICA STREET GSTA NEW YOR1( STATE ❑istrict Office t# _,:3;i "��RENS A.'ta sue''. SARATOGA SPRINGS. PP3 SCALE: HORZ. 1" = 30' for approved date and signature. ►ta. ' y'= er�' 6s 03 -44 VERT, 1" = 3' Refer to first sheet . �[� CH Al SON DATE CROSS REFERENCE: NONE 5 3q4 q z4- 1 !�- XREF-JOSEPH ST PROJECT NUMBER: 05.5022 'on cao m o #L� a of C� m y � mv❑ = N C y a � °oa �a a m t N_ o.� C t 4 ma'o3 a mQ a own- .0 "Ti V � oao ❑ 2 � L O � U'L z,L m N + ag L 3 ❑ p ❑ N N� •Nn Ny m m ° E o r 3 o a 3 03 Naoa yC �❑ zo ac a c m v mV y ❑ 0 Q � C � °u a C, °^ C, ran a Ga U=yy' oa ooL a N ai V C aTya O C,C' � N 'aC,en° m¢# m" P om ❑ 05 om ovary -a m a�CJCn ma N �N 7 > 0+ 00 310 [6I61#1 0+00 �Aj /< MH6 RIM=311.41 INV IN=302.78 INV OUT=302.78 1+00 — — — — — — ------- — �-96 LF �4----�------ 1 +00 j ILn DMH 7 RIM=309.84 INV IN=302.40 INV OUT=302.40 I �o 0 Ic 2+00 DMH 7A RIM=31 p INV IN=302.30 INV OUT=302.30 EX DMH RIM=311.12 PROPOSED 24" INV IN=301.38 EX 24" INV IN=301.38 EX 24" INV OUT=301.38 .......... .................... --- 3+00 4+00 5+00 6+00 �¢ �� 6+ 8.52 185 LF 24" HDPE 0 0.2X �T S I uu LAi� I � ' 249 LF 24" HDPE 10 02% -------- r.— _ �._.__. ._.... _..._�.---------------- ���— — — — — — I -± ---------_.---_-- �(50' R.o.W.) ,C PLAN VIEW WEST CIRCULAR STREET SCALE:1" = 30' 3+00 PR00- OFILE 2 WEST CIRCULAR STREET PP4 SCALE: HORZ. 1" = 30' VERT. 1" = 3' CROSS REFERENCE: NONE 4+00 DMH 8 RIM=310.02 INV IN=301.90 INV OUT=301.90 5+00 NEW YORK STATE DEPARTMENT OF HEALTH Glens Fails District Office Refer to first sheet for approved data and signature. 6+00 ;,_: Avla� show 24"HDPE I Q 00 N � rrj � � O �7 z � II 11 ~ N Z Q p i i W z z U1 — 0 N N (hxx a- ww AMOMM Z-tS-6G APPROVED UNDER AUTHORITY D A RESOLUTION ADOPTED 00-0 Y THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHA ERSON DATE j -3y1 10 &� lS7- XREF—JOSEPH ST ADDITIONAL PLANTING 05.07.08.DWG 0 PROJECT NUMBER:06.6533 0 PLANTING SPECIFIQ6JIONS: GENERAL PLANTING NOTES: 1. SUPPLIED TOPSOIL SHALL CONFORM TO THE FOLLOWING: 1. TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS 1 B. SEE SITE ENGINEERING PLANS FOR GRADING INFORMATION. A. ORIGINAL LOAM TOPSOIL, WELL DRAINED, HOMOGENEOUS TEXTURE 17. SEE PLANTING DETAIL ON SHEET DET2 FOR PLANTING INSTALLATION. OF UNIFORM GRADE FREE OF SUBSOIL MATERIAL, CLAY, HARDPAN, 2, LAWN IRRIGATION - SEE BUILDING PLANS, STONE, SOD OR OTHER OBJECTIONABLE MATERIAL. 3. ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR 18• PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION ENGINEER BEFORE INSTALLATIONAND AFTER AWARD OF BIDFOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE , . B. CONTAINING BETWEEN 5% TO 20% TOTAL ORGANIC MATERIAL IN SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS. SUBMIT GUARANTEE IN WRITING TO OWNER. THAT PORTION OF A SAMPLE PASSING A 1 /4" SIEVE WHEN 4. LA. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL 19• ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4'DIA. CIRCLE, , DRIED D 105'. APPLICABLE INSURANCES. EDGE TO MINIMIZE INTRUSION OF LAWN. C. PH RANGE OF 6.0 TO 7.0 ON DRIED SAMPLE(S) FROM METHOD 5. ALL EVERGREEN PLANTS TO BE WILT -PROOFED IN LATE FALL. USE ACCORDING TO 20. SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED I IN "B" ABOVE, ADJUST WITH L{ME AS NECESSARY. MANUFACTURER'S INSTRUCTIONS. GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH A5 CURBS. D. CONTAINING THE FOLLOWING GRADATION: 6. ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF , . LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO .I SIEVE DESIGNATION % PASSING RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS, s 1 " 100 1 /4" 97-100 7. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING, LOCATIONS NO 200 20-65(OF THE 1/4 SIEVE) SHOWN ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR PLANS, 2. IF SOD IS USED, IT SHALL BE: -2 YEAR OLD STOCK 8. CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. -MIN 85% BLUEGRASS OR BLUEGRASS/RED FESCUE MIXTURE -FREE OF WEEDS, UNDESIRABLE NATIVE GRASSES, INSECTS do DISEASES 9• SEE DETAIL FOR PLANTING INSTALLATION. ALL TREES GREATER THAN B' HEIGHT MUST BE \off a -SHALL BE MACHINE CUT, MAX WIDTH DEVIATION OF 5% STAKED AND GUYED PER DETAIL : , , a 3. SEED MIX FOR GENERAL LAWN AREA SHALL BE:* 10. PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. \ PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS —AMOUNT BY SPECIES OR \ \ 15-MAPLE WEIGHT VARIETY PURITY PERCENTAGE TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTIUZER PER SPECIFICATIONS. , 55% KENTUCKEY BLUEGRASS GERMINATION 11. MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORA. 25% RED FESCUE 95% 80% SAMPLES TO BE APPROVED BY OWNER. INSTALL AT A MIN. OF 3" IN BEDS, ISLANDS AND \ L a\ 20% PERENNIAL RYE 97% 85X AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. \ � 2a LE 'N 100% 98% 90% . 12. PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND CONCRETE *GRASS SEEDING RATE: 4LBS/1000SQFT OR 170LBS/ACRE DECIDUOUS SHRUBS AND TREES IN THOSE AREAS M BE MULCHED. ��aA �� � WALK 4. FERTILIZER: 13, WEED FILTER FABRIC MATERIAL TO BE NONWOVEN GEOTEXTILE, TYPAR 3301 DR EQUAL 43 DRY GARAGE LAWN AREAS —HIGH PHOSPHORUS STARTER FERTILIZER PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. A.A. F6t�SPRING SEEDING: 10% NITROGEN 6% AVAILABLE PHOSPHORUS CONTRACTOR TO BROADCAST GRANULAR SLOW —RELEASE PRE —EMERGENT HERBICIDE, PER , �' Q 4% WATER SOLUBLE POTASH(10,6-4} 14• 2D"SPRUCE , B. FOR FALL SEEDING: 5% NITROGEN 10% AVAILABLE PHOSPHORUS LABEL DIRECTIONS, PRIOR TO INSTALLING WEED FABRIC AND MULCH. e 5% WATER SOLUBLE POTASH(5-10-5) 15• CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER \ POST C. APPLY 0 A RATE: 3.6LBS PER 1,OOOSQFT OR PER MANUFACTURE'S UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT ENGINEER FOR \ 03T SPECIFICATION. PLACEMENTS. LA , 1 ��� SPRUCE z PLANT STOCK: FERTILIZER SHALL BE 'AGRIFORM" SLOW RELEASE - FERTILIZER TABLETS APPLIED PER MANUFACTURE'S OR 20"SPRUCE •■ •, , /, . SPECIFICATION. 20 PR 5. RECOMMENDED PLANT MATERIAL INSTALLATION DATES:. -DECIDUOUS TREES AND SHRUBS: APRIL 1 TO JUNE 1 \ ��y�, \ 201SPRUCE , : ' 4'H, 3'W SH; & OCTOBER 15 TO DECEMBER 15. 2 ,20^sPRuce -EVERGREEN TREES AND SHRUBS: APRIL 1 TO JUNE 1 c'`r \ �Co & SEPTEMBER 1 TO NOVEMBER 15. TC \ ro \ 6, MAINTENANCE & GUARANTEE REQUIREMENTS: \ 4"MAPLE c A. MAINTENANCE PERIOD FOR LAWNS SHALL EXTEND UNTIL FINAL ACCEPTANCES. ,\ , �� � ° � , � , Al B. REPAIR WASHOUTS, REPLACE TOPSOIL & RESEED AS NECESSARY. 1 ' , `• C. GENERAL LAWN AREAS WILL BE FINALLY ACCEPTED WHEN A UNIFORM STAND OF �+ LAWN IS EVIDENT AFTER THREE CONSECUTIVE MOWLNGS AND REFERTILIZATION VR 2 AiAPLE D. ALL PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE FULL YEAR FROM 1 , �� ° B33 THE DATE OF COMPLETION OF THE LANDSCAPE INSTALLATION. THIS ASSUMES TC SUFFICIENT WATERING & MAINTENANCE MEASURES NECESSARY TO ESTABLISH AND MAINTAIN PLANTS IN A HEALTHY GROWING CONDITION. sPRucE t E. GUARANTEE ALL REPLACEMENT PLANTS INSTALLED UNDER THIS GUARANTEE , N, • VQ FOR ONE FULL YEAR FROM DATE OF INSTALLATION. , o y APLE F. REPAIR DAMAGE TO OTHER PLANTS OR LAWNS DURING PLANT REPLACEMENT, , `� HYD 1 co TC f tia TC OEcx 4 \ ,, GQ f o • - \ ,, 3 2 TREE ROW aP }�¢ , P , OR 5 5 1 C [ Tc C sc 'SPR11C ©� ° s`LocusT QC? Qg 7 PROTECTION AREA \ ©p ,' . , OR EXI TI TIR . VD 12" VICE CO � a �04 4 Q R 2`LJCUST P 2 TC �c D,7 , 5 VD 1 JLANDSCAPED TIMBERS M3 • V --- $ FP I I 2 I . TC , •' BCE CEE 4'SPRt7CE PRUCE LANDSCAPED AREA C 'y�I ` � � •' .�, DEED RESTRICTED AREA . i 4 I _i THERE SHALL BE NO CUTTING OR CLEARING. 4 00 o g THE REMOVAL OF DEAD AND /OR DISEASED TREES IS ALLOWED ONLY WITH AN D'sPRUCE ADAIINTSTRATM AC,TM APPROVAL BY THE . a s PLANNING BOARD CHAIR. _ -- -- _-_ — • • ' • • • J. • • ■ CRET CURB '` ■ 6 & I W Li LP LIP I` ° I ELM O q o� - 5 WIDE CONCRETE WALK HYD - HYD 1 p L � C Q R TC TC I I I T 1 2 OR I I ! ! I I I I I ! cR TC I TC I I I I I P LAN TI N G 5CH EOU LE BOTANICAL NAME KEY QTY. COMMON NAME SIZE ROOT SPACING REMARKS TREES OR 22 QUERCUS ROBUR 'FASTIGIATA' 2"-2,5" B&B As Shown Pyramidal English Oak Cal. TC 24 TILIA CORDATA 2*-2.5" B&B As Shown Little Leaf Linden cal, BAR SCALE 50 0 25 50 100 I inch = 50 ft. LEGEND # LP PROPOSED LIGHT POLE LOCATION 7DITIONAL PLANTINGS SCHEDULE BOTANICAL NAME EY CITY. COMMON NAME SIZE ROOT SPACING REMARKS REES AR g ACER RUBRUM 2.5"-3" B&B As Shown Red Maple Cal. AM 3 AMELANCHIER CANADENSIS 6'-7' B&B As Shawn Downy Serviceberry ht. FP 4 FRAXINUS PENNSYLVANICA 2.5"-3" B&B As Shown Green Ash Cal. PR 6 PINUS RIGIDA V-6. B&B As Shown Pitch Pine ht. QB 3 QUERCUS BICOLOR 2"-2.5" B&B As Shown Swamp White Oak Cal. VL 10 VIBURNUM LENTAGO 5 --- As Shown Nonnyberry cont. ARUBS IV 13 ILEX VERTICILLATA 2'-3' B&B As Shown 1 male in each Win terberry ht. of 2 groups Sc 14 SAMBUCUS CANADENSIS #5 -_- As Shown American Elder cont, VC 5 VACCINIUM CORYMBOSUM #3 --_ As Shown Highbush Blueberry coat. VD 12 VIBURNUM DENTATUM 2'-3' B&B As Shown Arrowwood Viburnum ht. 0 00 OUMu a s THIS MAP PREVIOUSLY RECORDED SEPTEMBER 29, 2008, MAP J 106 C, D, E, K—REV APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED .? � Q ". fi BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. A&avulj� CHAIRPERSON DATE PLANTING SPECIFICATIONS: 1. SUPPLIED TOPSOIL SHALL CONFORM TO THE FOLLOWING: A. ORIGINAL LOAM TOPSOIL, WELL DRAINED, HOMOGENEOUS TEXTURE OF UNIFORM GRADE FREE OF SUBSOIL MATERIAL, CLAY, HARDPAN, STONE, SOD OR OTHER OBJECTIONABLE MATERIAL, B. CONTAINING BETWEEN 5% TO 20% TOTAL ORGANIC MATERIAL IN THAT PORTION OF A SAMPLE PASSING A 1/4" SIEVE WHEN DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE DRIED 0105'. C. PH RANGE OF 6.0 TO 7.0 ON DRIED SAMPLE(S) FROM METHOD IN "B" ABOVE, ADJUST WITH LIME AS NECESSARY. D. CONTAINING THE FOLLOWING GRADATION: SIEVE DESIGNATION % PASSING 1" 100 1/4" 97-100 NO 200 20-65(OF THE 1 /4 SIEVE) 2. IF SOD IS USED, IT SHALL BE: -2 YEAR OLD STOCK -MIN 85% BLUEGRASS OR BLUEGRASS/RED FESCUE MIXTURE -FREE OF WEEDS, UNDESIRABLE NATIVE GRASSES, INSECTS & DISEASES -SHALL BE MACHINE CUT, MAX WIDTH DEVIATION OF 5% 3. SEED MIX FOR GENERAL LAWN AREA SHALL BE: * -AMOUNT BY SPECIES OR PURITY PERCENTAGE WEIGH T VARIETY GERMINATION 55% KENTUCKEY BLUEGRASS 95% 80% 25% RED FESCUE 97% 85% 20% PERENNIAL RYE 98% 90% 100% *GRASS SEEDING RATE: 4LBS/10OOSQFT OR 170LBS/ACRE 4, FERTILIZER: LAWN AREAS -HIGH PHOSPHORUS STARTER FERTILIZER A. FOR SPRING SEEDING: 10% NITROGEN 6% AVAILABLE PHOSPHORUS 4% WATER SOLUBLE POTASH(1Q--6-4) B. FOR FALL SEEDING: 5% NITROGEN 10% AVAILABLE PHOSPHORUS 5% WATER SOLUBLE POTASH(5-10-5) C. APPLY 0 A RATE: 3.6LBS PER 1,OOOSQFT OR PER MANUFACTURE'S SPECIFICATION. PLANT STOCK: FERTILIZER SHALL BE "AGRIFORM" SLOW RELEASE FERTILIZER TABLETS APPLIED PER MANUFACTURE'S SPECIFICATION, 5. RECOMMENDED PLANT MATERIAL INSTALLATION DATES: -DECIDUOUS TREES AND SHRUBS: APRIL 1 TO JUNE 1 & OCTOBER 15 TO DECEMBER 15. -EVERGREEN TREES AND SHRUBS: APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO NOVEMBER 15. 6. MAINTENANCE & GUARANTEE REQUIREMENTS: A. MAINTENANCE PERIOD FOR LAWNS SHALL EXTEND UNTIL FINAL ACCEPTANCES. B. REPAIR WASHOUTS, REPLACE TOPSOIL & RESEED AS NECESSARY. C. GENERAL LAWN AREAS WILL BE FINALLY ACCEPTED WHEN A UNIFORM STAND OF LAWN IS EVIDENT AFTER THREE CONSECUTIVE MOWINGS AND REFERTILlZA110N D. ALL PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE FULL YEAR FROM THE DATE OF COMPLETION OF THE LANDSCAPE INSTALLATION. THIS ASSUMES SUFFICIENT WATERING & MAINTENANCE MEASURES NECESSARY TO ESTABLISH AND MAINTAIN PLANTS IN A HEALTHY GROWING CONDITION. E. GUARANTEE ALL REPLACEMENT PLANTS INSTALLED UNDER THIS GUARANTEE FOR ONE FULL YEAR FROM DATE OF INSTALLATION. F. REPAIR DAMAGE TO OTHER PLANTS OR LAWNS DURING PLANT REPLACEMENT. GENERAL PLANTING NOTES: 1. TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS 2. LAWN IRRIGATION -- SEE BUILDING PLANS. 16. SEE SITE ENGINEERING PLANS FOR GRADING INFORMATION. 3. ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR 17. SEE PLANTING DETAIL ON SHEET DET2 FOR PLANTING INSTALLATION. ENGINEER BEFORE INSTALLATION, AND AFTER AWARD OF BID. 18. PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION 4, L.A. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS. SUBMIT GUARANTEE IN WRITING TO APPLICABLE INSURANCES. OWNER. 19. ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4'DIA. CIRCLE, 5. ALL EVERGREEN PLANTS TO BE WILT --PROOFED IN LATE FALL USE ACCORDING TO EDGE TO MINIMIZE INTRUSION OF LAWN. MANUFACTURER'S INSTRUCTIONS. 20. SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED 6. ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO AS CURBS. RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING. LOCATIONS SHOWN ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR PLANS. o, ✓ / o� NVDp 8. CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. \ , � 8'MAPLE 9. SEE DETAIL FOR PLANTING INSTALLATION. ALL TREES GREATER THAN 6' HEIGHT MUST BE STAKED AND GUYED PER DETAIL. 10. PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. YL PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS 2s"MPLEk TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTILIZER PER SPECIFICATIONS. CONCRETE 11. MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORM. , S�� �� WALK CRIC+3 , SAMPLES TO BE APPROVED BY OWNER. INSTALL AT A MIN. OF 3" IN BEDS, ISLANDS AND c err s ✓ AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. 1 443 STORY GARAGE 12. PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND 24"SPRUCE 5 DECIDUOUS SHRUBS AND TREES IN THOSE AREAS TO BE MULCHED. g� ��` g 20•saRuc€�� ✓ �F ,yd�'J 41 ✓ 13. WEED FILTER FABRIC MATERIAL TO BE NONWOVEN GEOTEXTILE, TYPAR 3301 OR EQUAL ^=' as PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. \ as os 14. CONTRACTOR TO BROADCAST GRANULAR SLOW -RELEASE PRE -EMERGENT HERBICIDE, PER LABEL DIRECTIONS, PRIOR TO INSTALLING WEED FABRIC AND MULCH, OR p • . / . 15. CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER `� G�b� `� / . r \ ✓ UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT ENGINEER FOR �Fj , 20" PR PLACEMENTS. \ 2cQH. 0'SPRi10E ann a 2 'r� \ 20'SPROCE Le �eCO d'SW SHF TIC BOX W 1 ` � Cb 2 R 2'MAPLE��`� • 10"SPRUCE 4'MAPLE `• , , 1 a v " .:.. • . TC lx� G� 20` CE �� I n , I C116 [ I TC DECK �0J s , , OR 2 ceOAR TPEE Aow c: � QR n j C \ # Tr' 1 1 "SPRUG ) P7r 1 s~LocusT 0 F \ 1 C. �R 12• UCE ao�' Cad �o Ee � \ � 3 OR C0 - 21L000ST�^-� �S' , ' L - J Co iANDSCAPE❑ TIMBERS ME , _ X >l � 'SPRU•CE Coc O �4'SPRUCE a, {q LANOSCAPEO AREA CDy6 G� --•c-~._ _�k- 10'SPRUCE B 4 W1° o ❑ I� PL,4NTING SCHEOUI E BOTANICAL NAME KEY QTY. COMMON NAME SIZE ROOT SPACING REMARKS TREES OR 22 QUERCUS RCBUR 'FASTIGIATA' 2"-2.5" B&B As Shown Pyramidal English Oak cal. TIC 24 TILIA CORDATA 2"-2.5" B&B As Shown Little Leaf Linden cal. I Z_ L __J LP LP CB1 ❑ I (52.5' �R�.W-} (EXISTING} 28 V�I E PPAVEMENT Hvv HYD -- - -- - ------ '�MDE CONCRETE WALK UUN QR 1 OR o � 0A SMH 4 173�f 57R1=ET (55' R-O.W.) (PROPOSED) 28' WIDE PAVEMENT TC T 1 2 2 QR I TC I OR 2 I I I I i I i I I I I I I I I I I I I I I I I I I I BAR SCALE 50 0 25 50 100 LEGEND 1 inch = 50 ft. LP FRANCIS G. PALUMBO DATE REVISIONS RECORD/DESCRIPTION # PROPOSED LIGHT POLE LOCATION RLA 001226 00 OOMH I \ 1 \ NEW YORK STATE DEPARTMENT OF HEALTH Glens falls District Office Refer to first sheet for approved date and signature. '« ,w v m-vad bate a� _ PROJECT NUMBER:05.5022 S-)r'-64 APPROVED UNDER AU ORIj1 OF SOLUTION ADOPTE �� Y T PLANNING BOARD OF THE CITY OF 5A ATOGA SPRINGS. e ZaCH Al R R 0 DATE S-3Y 1 11 o�F IS XREF-JOSEPH ST PROJECT NUMBER:05.5022 1 ' MIN. FR0 BACK OF CURB ti o � I 1n CORPORATION STOP WITH FLARED FITTINGS - MEULLER H-150OR APPROVED EQUAL WATER UNDISTURBED MATERIAL HYDRANT AND APPURTENANCES SHALL CONFORM TO REQUIREMENTS OF CITY OF SARATOGA SPRINGS PUBLIC WORKS 3//4' COPPER TUBINgnTE (OR SIZED AS REQUIRED) FINISHED CRAR SIDEWALK CURB Box MUELLER 5' i R- I0385 AS REQUIRED CURB STOP MUELLER ORISEAL H-15201 314" OR APPROVED EQUAL TEMPORARY CAP OR PLUG (AS NECESSARY) 314' MIN. SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BIAClC OR C.I. FOOT WATER SERVICE PIPE SCALE: NONE CROSS REFERENCE: NONE NOTE. ALL WATER SERVICE COMPONENTS SHALL BE MANUFACTURED BY MUELLER OR CITY ENGINEER APPROVED EQUAL. POURED IN PLACE THRUST BLOCK POURED IN PLACE THRUST BLOCK VALVE BOX HOSE NOZZLE COVER STORZ CONNECTION r P.t e � a THRUST RESTRAINT AS REQUIRED BY TYPE OF HYDRANTINSTALLATIO W MJ HYDRANT BREAK - FLANGE PLAN UNDISTURBED MATERIAL VARIES AS REQUIRED BY TYPE OF HYDRANT INSTALLATION 4'f MIN 4" STORZ CONNECTION 2'-6"MIN PREFERRED AS FAR AS POSSIBLE z Q ip o PREFERRED AS CLOSE AS POSSIBLE GRADE VALVE BOX w(TELESCOPIC PATTERN) 0: uj Q �z rz 6- MJ GATE Ufi ¢ m VALVE w p w ui 0 0 w POLYETHYLENE OR = BUILDING PAPER MAIN ¢ z i CRUSHED STONE w ¢ 0 DRAIN 0 rn POURED IN PLACE ° z THRUST BLOCK wz¢ R iE CRUSHED STONE b ✓ OURED IN PLACE 12" SQUARE SOLID THRUST BLOCK In - w J ❑ � PRECAST CONCRETE /, ANCHORING TEE ¢ in w w i BEARING BLOCK,6" THICK,MIN UNDISTURBED MATERIAL o o�-o� w J Q. z in Ld w a- x a, n w 0 0 w 0 0 a p z5 Qa F ; 7 to ¢ z x z w 0 in z PLASTIC LOCATOR TAPE, TYP ELEVATION 5 TYPICAL HYDRANT INSTALLATION DEVSCALE: NONE CROSS REFERENCE: NONE 3 TIMES PIPE DIA. i i; ALL EXCAVA110N AND TRENCHING SHALL MEET OSHA REQUIREMENTS AND ALL STATE AND LOCAL REGULATIONS SEE GENERAL NOTES, THIS DRAWING TRENCH BACKFILL m � z m 0z .. a COATED COPPER TRACER `FILTER FABRIC WERE (WATER-8 GAUGE, SEWER-10 GAUGE) 4" MIN. STONE BED, MIXTURE OF NO.1'S & NO.2'S (SANITARY SEWER ONLY) NOTES: UNLESS OTHERWISE NOTED WATER LINES SHALL BE INSTALLED WITH A MIN OF 5' COVER TO TOP OF PIPE FROM FINISHED GRADE. COMPACTED PIPE ZONE BACKFILL AND TRENCH BACKFILL TO BE (COARSE COMPACTED SAND) FREE FROM ORGANIC MATERIAL. TRENCH BACKFILL MAY CONTAIN GRANULAR MATERIAL LESS THAN 3" IN SIZE. THE WATERMAIN SHALL BE INSTALLED IN A SEPARATE TRENCH FROM THE STORM AND SANITARY SEWERS. e WATER MAIN BEDDING DETAIL DET1 SCALE: NONE CROSS REFERENCE: NONE PIPE ZONE BACKFILL CAREFULLY PLACED AND BACKFILLED TO PROTECT PIPE Bd Z GENERAL BACKFILL RUN -OF -BANK GRAVEL OR N SAND MAX- STONE SIZE 4" U PIPE ZONE BACKFILL RUN -OF -SANK GRAVEL OR SAND MAX STONE SIZE 2", 6"MIN Ir BEDDING SAND (DRY CONDITIONS) NO.2 CRUSHED STONE (WET CONDITONS) CRUSHED STONE BEDDING NOTES: ALL BACKFILL AND BEDDING MATERIAL SHALL BE FREE OF SILT, CLAY, ORANIC MATERIAL & FROZEN MATERIAL. OPTIONAL EXTRA BEDDING AS ORDERED BY ENGINEER N OTE: 1. ALL PVC SEWER PIPE TO BE 5DR-26 POLYVINYL CHLORIDE PIPE PIPE DIMENSIONS • TRENCH DIMENSIONS NOMINAL SIZE ID MIN WALL THICKNESS T BARREL OD(AVG) BC ID/4 Bc/8 BC/6 Bc/4 Bc/2 Bd(ft) ROCK ELOXCAWATION PIPE d 6" 0.180" 6.275" 2" 1 " 2" 2" 41A 3.0' 6" 8" 0.240" 8.400" 2" 2" 2" 3" 5" 3.0 6" i 0" 0.300" 10.500" 3" 2" 2" 3" 6" 3.0' 6" 12" 0.360" 12.500" 3" 2" 3" 4" 7" 3.5' 6" 15" 0.437" 15.300" 4' „ 2 ,�pp 3 4 8 3.5' 6 18" 0.536" 18.700" 5" 3" 4" 5" 10" 3.5' 6" 21 " 0.632" 22.047" 6" 3" 4" 6" 12" 4.0' 6" 24" 0.711 " 24.803" 6" 4" 5" 7" 13" 4.0' 6" 27" 0.801" 27.953" 7" 1 4" 5" 7" 14" 4.0' 9" 1.DIMENSIONS BASED ON POLY VINYL CHLORIDE PIPE SDR-35. (ASTM D 3034 & ASTM F 679) PVC BEDDING DET1 SCALE: NONE CROSS REFERENCE: NONE PIPE SIZE " u PIPE 1 J' OLYETHYLENE OR BUILDING #I PIPE 2 PAPER TO PREVENT CONCRETE p .p, • �' � c FROM BONDING TO PLUG AND 'f ' Q HARDWARE, THUS FACILITATING FUTURE REMOVAL THRUST CONCRETE THRUST CONCRETE THIS BEARING AREA, THRUST BLOCK THRUST BLOCK 6 � v A b, AND R DETERMINED THIS BEARING AREA, ti 8Y SIZE OF PIPE I TEE BEND b, AND R DETERMINED NOTES: BY SIZE OF PIPE 2 up; 1- CONCRETE NOT TO OVERLAP ANY JOINT, 2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 3060P51 CONCRETE THRUST BLOCK 3. FOR REDUCERS USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. ?'CC URTLI 01 1 Ir REQUIRED BEARING AREAS -b (SQFT) FOR BEARING BLOCKS* PIPE SIZE TEE 90' 45' 22 1 2 11 1 4 ' (INCHES) BEND BEND BEND BEND 6 4.2 5.9 3.2 1.6 0.8 *FACTOR OF SAFETY=1.5 SOIL BEARING OF 3,000 PSF 225 PSI DESIGN PRESSURE 30" DIA SYRACUSE CASTING 1009 WITH "CITY OF SARATOGA SPRINGS NOTE: SANITARY SEWER" OR "CITY ANY MANHOLES LOCATED IN THE CITY OR OF SARATOGA SPRINGS DOT RIGHT-OF-WAYS OR EASEMENTS STORM SEWER" CAST INTO SHALL MEET ALL CITY STANDARDS. THE COVER OF 30" COVER HEAVY DUTY F AND CRATE -D CAMPBELL ND- 2816E •a OR APPROVE a naopaa > fS DUAL (BICYCLE - SAFE} vap aaapoaae aa8poa�poaaa aaa CONCRETE COVE PRECAST TO FIT CRATE 44 BAR 4 6" O.C. EACH WAY WITH FRAME' TO BE MORTARE ADDITIONAL # 4' S TO TOP OF CATCH BASIN AROUND DPENI r a5 NT PARGET OUTSIDE PRECAST REINFORCED CONC 6" 6' " LID DESIGNED TO MAXIMUM MIN j_Dj NTT -SIPHON MjN j, D, AASHTO H2O LOADING DEVICE STORM SEWER PI GRADE RINGS TO BE ORTARED o, 5 MIN--12 MAX I LP• IN PLACE •Sr]hfP REQ'D. DEPTH TO BE 6..� DETERMINED ' ' Jr SYSTEM �� DESIGN. 0 'SNOUT' OIL & DEBRIS STOP 24" DIA (SET BOTTOM OF SNOUT 1- BELOW PIPE INVERT) MANHOLE CONE SECTION MIN 5 de• ea' l .• IN •,� sEcTroNs POLYPROPYLENE SUB -BASE STEPS 12' O.C. ° BUTYL ROPE AS N.T.IS CONCRETE - 4000 PSI 0 .28 DAYS STANDARD - CRUSHED STONE OR R.O.B. GRAVEL 6"-12" MIN. REINFORCMENT -- 6x6 - 10/10 WWM PRIMARY JOINT SEALER DEEP, V MIN LARGER ALL AROUND THAN ALL FOUR SIDES AND BOTTOM ° 4' DIA CATCH BASIN OUTSIDE DIA (CONFORM TO ASTM STD. A-615) MANHOLE RISER SECTION 5" WALL ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS THICKNESS REQ'D BY SPECIFICATION OR AOBE p � . rT* PRECAST CONCRETE CATCH BASIN INVERT, CHANNEL DETI SCALE: NONE AND BENCHWALLS PRECAST CONCRETE CROSS REFERENCE: NONE BOOT TYP ) NOTE: ALL WATER SERVICE COMPONENTS SHALL BE MANUFACTURED BY STAINLESS STEEL BAND CLAMP MUELLER OR CITY ENGINEER APPROVED EQUAL. MANHOLE BASE SECTION ° A e D 9- CAST IRON MANHOLE COVER AND FRAME - CAMPBELL 1009 Q OR EQUAL (FRAME TO BE SET PARALLEL a - p SEWER PIPE 2' -0" DlA. TO CROSS AND LONGITUDINAL SLOPE' OF FINISHED GRAD PAVEMENT AND FLUSH TO i/4" BELOW F.G.) o a a o .0 0 0 ° O+ e 0 o n old LEAK 0P'NI COVER TO STATE CITY OF SARATOGA 6" CRUSHED STONE o e 0a0 e 0a0 0 - eo 0 0 900 � of cw,o FLTER FABRIC SEWER PIPE a - ° $�� SPRINGS - SANITARY SEWER xo-:fib �;- °a ` CONCRETE BRICK SHIM COURSE(S) e o c r ,o COVER 2" CRUSHED STONE % - FOR SANITARY MANHOLE, JOINTS BUTYL 4'-0" LD MIN. SEALED - INDUSTRY STD. OR A.O.B.E. �• / o aq oa , . / 12"C• CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in PER LIN- FT. MIN. BASE � i SECTION _ FOR SANITARY MANHOLE, ,BOOT TYPE STANDARD BEDDING UNSTABLE GROUND CONDITIONS :, 1 FLEXIBLE MEMBRANE SLEEVE FOR j ` PIPE TO MEET ASTM SPEC. NO.C-923 USE ONLY WET -CAST UNITS. DRY ---CAST NOT ACCEPTABLE sDDD p.s-!CONCRETE BENCHWALL FOR 3 PRECAST CONCRETE MANHOLE=" =� SANITARY MANHOLE AND STORM MANHOLE yR_ DET1 SCALE. NONE `;- SIZE AND LOCATION OF PIPES - - : ��! ~-r,ti _ AS SPECIFIED CROSS REFERENCE: NONE f PRECAST CONCRETE BASE UNIT - $ 4.000 p.s.i. AT 28 DAYS. AIR - NOTE: SHOP DRAWING REQUIRED p ENTRAINED TO BE SUBMITTED TO AND f2- CRUSHED STONE - I/,$" NOMINAL SIZE APPROVED BY CITY ENGINEER OR GRADATION A- O. B.E- UNDISTURBED SUBCRA40E OR ADDITIONAL FOUNDATION STONE A.O. B.E. THRUST REACTIONS-R(LB) PER 1 CCPSI INTERNAL PRESSURE NOM PIPE DEAD 90, 45' 22 1 2' 11 1 4' DIA IN. END BEND BEND BEND BEND 6 3.739 5,288 2.862 1,459 733 NOTES: 1. VALUES FOR TEE APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 2. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. 3. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY THE ENGINEER. BEARING STRENGTH SOIL SB (LB/SQ FT) MUCK 0 SOFT CLAY 11000 SILT 1,500 SANDY SILT 3,000 SAND 4,000 SANDY CLAY 6,000 HARD CLAY 9,000 4, IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUSTS SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT NTH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS, ALL AS REQUIRED BY THE ENGINEER. 1 TYPICAL CONCRETE THRUST BLOCK DETAILS DET1 SCALE: NONE CROSS REFERENCE: NONE ADAPTOR FITTING IF REQ' D END CAP FOR FUTU PROPERTY MNE, R.O.W. OR CONNECTIO EASEMENT LIMIT rT')i, PRECAST CONCRETE MANHOLE - UNDER 5' DEEP 45° OR 30- BEND AS REQ'D DET1 SCALE: NONE ----_-_-_--_----___-_- 2"x 4' PRESSURE TREATED r STAKECROSS REFERENCE: NONE 45. OR 60° W 1. ® SEWER MAI -----gpTLD7]pU-,SE'llElt7'RAZ---------- LATERAL ON PRIVATE PROPERTY - 6 M!NlMUM MIN. SCH. 40 PVC MIN. SIJR 35 PVC SEWER SERVICE CONNECTION - PLAN 3• N.TS. FINISHED G REVEAL G-5A (l3 UE N gVu- ONE 2" RIGID FOAM INSULATION 45. OR 30' BEND AS REQ'D SLQM014 2"x 4"x L PRESSURE -TREATED STAKE 1� 1 SET PLUMB AT END OF LATERAL BEDDING AS REQ'D UNDISTURBED SUB -GRADE SEWER SERVICE CONNECTION - SECTION N. T. S. NOTES: 1. ALL WATER SERVICE COMPONENTS SHALL BE MANUFACTURED BY MUELLER OR CITY ENGINEER APPROVED EQUAL. 2. INSLUATION SHALL BE PROVIDED WHEN THE DEPTH OF COVER IS LESS THAN 3.5 FEET. 3. ALTERNATIVE METHODS OF INSULATION SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. oo- 9 SEINER SERVICE CONNECTION DE T1 SCALE: NONE CROSS REFERENCE: NONE NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. TYPICAL SECTION �loWATER I SEWER DET1 SCALE: NONE NEWYr,AK ft%.1B E'ER APPROVED UNDER AU a�l= RESOLUTION ADOPTED Y THE PLANNING BOARD OF THE 7rTY OF SARATOGA SPRINGS. 'LG CHA ERSON ATE XREF-JOSEPH 5T PROJECT NUMBER:05.5022 DETECTABLE 6" CURB (TYP) R.O.W. TEXTURE g' MIN.- CONCRETE SIDEWALK VARIES WITH WARNING R.O.W. WIDTH E�- (TYPE • . . 1 5' MIN. REVEAL 7SEE NOTE FOR (MAX,) VARIES 1M17Ty MAX. SLOPE (TYP.) R.O. W. WIDTH TRANSITION CURB (TYP.) NOTE: MAX SLOPE IN MAIN RAMP MEASURED PERPENDICULAR TO CURB SHALL BE 1:12. PEDESTRIAN CURB RAMP DET2 SCALE: NONE CROSS REFERENCE: NONE CONCRETE SIDEWALK — TYPE 1 DR TYPE 2 AS APPROVED BY CITY EXPANSION JOINT ENGINEER (FULL DEPTH OF PVHT) TURF ASPHALT DRIVEWAY----' ASPHALT 1-1/4' TO WARP AREA (BOTH 1-1/2' REVEAL SIDES) ❑F W � 1`,' � AUK !� ASPHALT APRON C l r71�� FRS EXPANSION A��P ���E+I A� 25T JOINT •" MIS t91N Mp.X• STREET—� RR 5" TAPER CURB 6' CONCRETE CURB DROP CURB AT 5 RESIDENTIAL DRIVEWAY DET2 SCALE: NONE CROSS REFERENCE:NONE f3 BELOW GROUND UTILITY PIPE INS DET2 SCALE: NONE CROSS REFERENCE: NONE FINISHED GRADE —\ 00 r� rn.nr ��n Dire N EXTRUDED POLYSTYRENE BOARD INSULATION (2" THICKNESS) EXTEND INSULATION TO 3'—B' BELOW GRADE 1/4" RADIUS PAVEMENT NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. CAST -IN -PLACE CONCRETE CURB DET2 SCALE: NONE CROSS REFERENCE: NONE 5' SIDEWALK- 0 4" CONCRETE t1% 1� 110� 6" X 6" NO. 6/6 WOVEN WIRE MESH \� 4 /x 6" GRANULAR SUBBASE COURSE Q � SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR N OTE S: EXPANSION JOINT SPACING 20'-25' O.C. CONTROL JOINT SPACING — 5' O.C. NOMINAL CROSS SLOPE — 1 /8" TO 1 /4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1.12 CONCRETE SIDEWALK DET2 SCALE: NONE CROSS REFERENCE: CAST —IN —PLACE CONCRETE CURB SEE CONCRETE SPECIFICATIONS — DRAWING P-6 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TANDARD SIGN ORDERED FROM ARATOGA SPRINGS D.P.W. :ENTER BOLT THROUGH PIPE SIGNS THROUGH -BOLTED AT EACH END NTH 318" GALV. BOLT O.D. METAL PIPE, PAINTED BROWN 1`0 MATCH SIGN COLOR SIDEWALK 4X- DROP CURB CONCRETE EMBEDMENT - 1'± x 1't x 1'J(MIN-) STREETSIGN LOCATION (OR TO BE APPROVED BY TWO 1/2" x 8" GALV. STEEL s PLACED) OTHERWISE PINS THROUGH POST AT RIGHT ANGLES STREET SIGN AND LOCATION DET2 SCALE: NONE CROSS REFERENCE: NONE NOTE: ALL WATER SERVICE COMPONENTS SHALL BE MANUFACTURED BY MUELLER OR CITY ENGINEER APPROVED EQUAL. SURFACE TREATMENT AS REQUIRED EVERGREEN TREE EVERGREEN TREE, GROUND LINE TO BE THE SAME AS EXISTING AT THE NURSERY. HOSE GUARD - NEW 1/2" REINFORCED RUBBER OR PLASTIC HOSE - ALL ONE COLOR / CUT AWAY ALL PLASTIC COVERINGS AND ALL NYLON CORD TURNBUCKLES 6 1/2* GALVANIZED OR CADMIUM PLATED STEEL, FITTED W/ SCREWEYES GUYING CABLES MIN. DECIDUOUS TREE NOTE: WRAP DECIDUOUS TREES OVER 1" CAL W/ BURLAP OR KRINKLE PAPER TREE WRAP - TO FIRST BRANCH PRUNE ALL DEAD OR BROKEN BRANCHES, DO NOT CC RDINGETOER. NPRAY WITH � MAUF CTURER'S TIDESICCANT AINMUCTONS, IF FOLIAGE IS PRESENT. DOUBLE STRAND OF 10 GAUGE GALVANIZED WIRE TWISTED 2 1/2 " DiA-8' LONG CEDAR STAKE WITH V-///,--NOTCHED END (5' EXPOSED)-2 PER TREE 5 STRAND 3/16" 4" SHREDDED BARK MULCH STEEL CABLE - 3 PER TREE PLANTING MIX BE PEPARV OF 1" PVC PIPE PLANTNG PIIT) IDE CEDAR STAKE FOLD BACK BURLAP 2"X2"x24" FROM TOP OF BALL I- OOSEN SUBSOIL AT I BASE W/SPADE s-MIN. 9-MIN. - - I.. 6' FOR PLANTS UP TO 4' HEIGHT MIN 8" FOR 12"MIN. PLANTS OVER 4'HT. MIN. EQUALS TWICE EQUALS TWICE BALL DIAMETER BALL DIAMETER �,3 PLANTING DETAIL �T2SCALE: NONE CROSS REFERENCE: 1/4" CADDIUM, BRASS OR COPPER PIN 1 /4" STEEL REINFORCING ROD 150 WATT HIPS 120 VOLT MOGUL BASE SOCKET CONCRETE - 3500 PSI MINIMUM 1" � R j 1/4" STEEL REINFORCING ROD 1 /4" CADDIUM, BRASS OR COPPER PIN 4' SIDE VIEW TOP VIEW a DATUM MONUMENT DETAIL DET2 SCALE: NONE CROSS REFERENCE: NONE GENERAL SACKFILL TRENCHING TO Z'-6" MIN., UNLESS OTHERWISE SPECIFIED RUN —OF —BANK GRAVEL OR SAND MAX STONE SIZE 4" MEET OSHA STANDARDS tACKFILL PIPE ZONE RUN —OF —BANK GRAVEL OR _ SAND MAX STONE SIZE 2". UNDISTURBED------- MATERIAL IBM— vvvvvvvvvvv vvvavvvvvvv av avavvvvav 49 tivvv 99a VV � PIPEO+2' BEDDING SAND (DRY CONDITIONS) N0.2 CRUSHED STONE (WET CONOITONS) NOTES: ALL BACKFILL AND BEDDING MATERIAL SHALL BE FREE OF SILT, CLAY, ORANIC MATERIAL & FROZEN MATERIAL- TYPICAL TRENCH DETAIL FOR STORM SEWER �o DET2 SCALE: NONE CROSS REFERENCE: NONE i---------- M� GF2 PERSPECTIVE VIEW FILTER CLOTH — MARAF110OX OR EQUAL FLOW EMBED FILTER CLOTH MIN 8 INTO GROUND MIN WOODEN \KE HEIGHT OF FILTF�R CLOTH =1fi'MIN 8" MIN FINIAL - SAME FINISH AS POST STERNBERG D650 15-7/8" X 20" POLYCARBONATE ACORN GLOBE 250" WALL STERNBERG MODEL 3" TO 4" TAPERED PO: 6061-16 STRUCTURAL GRADE ALUMINUM .125' BLACK FINISH ACCESS DOOR WITH FLUSH STAINLESS STEEL ALLEN HEAD SCREWS .250" WALL LIGHT FIXTURE SHALL BE STERNBERG — 12 FOOT MODEL #4212 T12 BLKPC. D650 GLOBE WITH 120 VOLT MOGUL BASE AND 150 WATT HIGH PRESSURE SODIUM LAMP 3/4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" RIGID STEEL CONDUIT OR 2" PVC SCHEDULE 80 CONCRETE BASE - 20" DIAM. (SEE CONCRETE SPECIFICATIONS - DRAWING P-6) UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR LUMINAIRE (TYPE A) AND POLE FOUNDATION SCALE: NONE CROSS REFERENCE: NONE NOTE: OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING ALL ELECTRICAL INVOICES UNTIL ACCEPTED BY THE DPW FLOW CHANNEL FROM 8"(TYP} NON —SHRINK J CEMENT GROUT (USE BONDING AGENT IF REQ'D) CAST IN PLACE — ALUMINUM STEPS 3 0 LL PROP 82'ABS IN FLEXABLE BOOT CONNECTION CAST IN PLACE .n is - A ❑ o ❑ G G 4 d L /a • xISTING FLo • o ¢ Q a .. XISTING 10" PIPE AT 1, 037o PLAN SEE DET1 FOR COVER INFORMATION ❑ 4" OP Nil �: N 4' 36" MIN WOODEN PRE —CAST CONC— o, STAKE RISER SECTION(TYP) a Q I SMOOTH TROWL UNDISTURBED PROP 8"INV IN= o INNERS, CHANNELS & GROUND a BENCH WALLS L NON -SHRINK CEMENT X 10"INV= if GROUT, USE BONDING d ` AGENT IF REQ'D SECTION Ex 10"INV= FLOW I X NOTES: 5E R 'n SEWER 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/WIRE TIES 0R STAPLES. 3 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE W/TIES SPACED EVERY o a. ,'. v ° '° ° ° $" i, 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. POURED IN PLACE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES" CRUSHED STONE SUBBASEJ FILTER FABRIC 8" it -TICK BASE DEVELOP IN THE SILT FENCE. OVER FILTER FABRIC. OV THICK MIN EARTH A•O•B,E #4 RE —BAR, 6"O.C. EACH WAY 6" THICK MIN ON ROCK SECTION ,2 SILT FENCE DETAIL INSERTION MANHOLE DETAIL ,� DET2 SCALE: NONE DET2 SCALE: NONE CROSS REFERENCE: CROSS REFERENCE: NONE VOPELAK, JR. DATE REVISIONS RECORD/DESCRIPTION RAFTER CHECK APPR. 059238 8-26-05 a CITY COMMENT REVISIONS JLS MAC FGP )NETRf VoP 2-06-05 ® NYS DOH SUBMISSION JPM/JLS ALS ALS * 2-01-06 ® REVISIONS FOR CITY SUBMISSION JPM ELV ELV 4a -- 2-1506 FOR AGENCY SIGNATURE/MYLAR JPM ELV ELV rV� NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office Refer to first sheet for approved date and signature. cmto :. APPROVED UNDER AUTHOjjI OF A RESOLUTION ADOPTED'�44'4r, THE PLANNING BOARD OF THE CITY OF �ARATOGA SPRINGS. 7 r .LCHAI PERSON DATE UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION of SECTION YO SITE DETAILS 09 S SURDTN 2 OF THE NEWW YORK STATE EDUCATION LAW. C] 2005 C.T. MALE ASSOCIATES, P.C. JOSEPH STREET SUBDIVISION DESIGNED. FGP DRAFTED JLS CITY OF SARATOGA SPRINGS SARATOGA COUNTY, N -CHECKED FGP C.T. MALE ASSOCIATES, P.C. Roq�'ETPROJ. NO: 05.5022 50 CENTURY HILL DRIVE P.O. BOX 727, LATHAM, NY 12110 � -- SCALE N.T.S. 2- 518.786,7400 * FAX 518.786.7299 `� SHEET 13 OF 15 ARCHITECTURE & BUILDING SYSTEMS ENGINEERING * CIVIL ENGINEERING UL DATE : JULY 20, 2005 ENVIRONMENTAL SERVICES SURVEY & LAND INFORMATION SERVICES DWG. N 0.05 0224 x-REF SUMMIT DISINFECTION OF POTABLE WATER MAINS TESTING WATER MAINS PROJECT NUMBER:05.5022 LD LO Q z } F J F- w z Uj J IJ- f7 Q C] 1. DISINFECTION WILL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS. 2. THE MUNICIPALITY, OWNER AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO START OF PRESSURE TESTING, LEAKAGE TESTING, AND DISINFECTION. 3. DISINFECTION WILL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C 651-99 (EXCLUDING SECTION 5.1 COVERING TABLET METHOD) 4. CHLORINE -WATER SOLUTION IS PREPARED BY ADDING HYPOCHLORITE TO WATER IN ACCORDANCE WITH THE FOLLOWING TABLE: CHLORINE REQUIRED TO PRODUCE 25 MG/L CONCENTRATION IN 100 FT. OF PIPE BY DIAMETER: 1000 PERCENT PIPE SIZE CHLORINE IN. LB. 6 0.030 8 0.054 10 0.085 I PERCENT CHLORINE SOLUTIONS GAL. 0.36 0.65 1.02 NOTE: 1 % SOLUTIONS REQUIRE 1 POUND OF CALCIUM HYPOCHLORITE IN 8 GAL OF WATER 5. PRODUCT DETERIORATION MUST BE CONSIDERED IN COMPUTING QUALITY OF SODIUM HYPOCHLORITE REQUIRED FOR THE DESIRED CONCENTRATION. 6. CHLORINE -WATER SOLUTION SHALL BE APPLIED TO WATER MAIN WITH A GASOLINE OR ELECTRICALLY POWERED CHEMICAL FEED PUMP DESIGNED FOR FEEDING CHLORINE SOLUTIONS. FEED LINES SHALL BE OF SUCH MATERIAL AND STRENGTH SO AS TO WITHSTAND SAFELY THE MAXIMUM PRESSURE THAT MAY BE CREATED BY THE FEED PUMP. ALL CONNECTIONS SHALL BE CHECKED FOR WATER TIGHTNESS BEFORE HYPOCHLORITE SOLUTION IS APPLIED TO MAIN. 7. GENERALLY THE FOLLOWING PROCEDURE SHALL BE USED TO DISINFECT NEW MAIN. HOWEVER, CONTRACTOR SHALL REVIEW THEIR PROPOSED PROCEDURES WITH ENGINEER AT LEAST 48 HOURS PRIOR TO START OF DISINFECTION. ALL DISINFECTION PROCEDURES MUST BE APPROVED BY ENGINEER BEFORE ANY WORK STARTS. A. ALL GATE VALVES AND HYDRANTS MUST BE CLOSED. THE NEW MAIN SHOULD ALREADY FULL OF WATER FROM THE HYDROSTATIC TESTS. B. MIX CHLORINE -WATER SOLUTION IN 55 GALLON DRUMS; CONNECT FEED LINE TO PUMP AND NEW MAIN. C. OPEN GATE VALVE ON HYDRANT LEAD OF END HYDRANT~; THEN OPEN HYDRANT FULLY.(NOTE: HYDRANT MUST ALWAYS BE EITHER FULLY OPENED OR FULLY CLOSED. THE HYDRANT FLOW MAY BE CONTROLLED BY THROTTLING THE GATE VALVE ON HYDRANT LEAD). D. START PUMPING CHLORINE -WATER SOLUTION INTO WATER MAIN; THEN OPEN UPSTREAM GATE VALVE SLOWLY UNTIL FLOW FROM HYDRANT IS PROPORTIONATE TO AMOUNT OF CHLORINE -WATER SOLUTION BEING PUMPED (30 PARTS WATER TO 1 PART CHLORINE -WATER SOLUTION). IF A WATER METER IS NOT AVAILABLE, DISCHARGE RATE MAY BE DETERMINED BY USING EITHER A PITOT GAUGE IN THE DISCHARGE OR BY MEASURING TIME TO FILL A CONTAINER OF KNOWN VOLUME (SUCH AS A 55 GAL. BARREL). PUMPING RATE CAN BE DETERMINED BY MEASURING THE DROP IN LIQUID LEVEL IN A GIVEN LENGTH OF TIME. E. AFTER HYDRANT FLOW AND PUMPING RATE HAVE BEEN ADJUSTED, MAINTAIN A CONSTANT FLOW SO THAT CHLORINE CONCENTRATION IN MAIN IS MAINTAINED AT A MINIMUM OF 25 PPM. F. PERIODICALLY CHECK HYDRANT DISCHARGE FOR CHLORINE CONCENTRATION BY USING A FIELD CHLORINE RESIDUAL TEST KIT. MAINTAIN HYDRANT DISCHARGE AND PUMPING RATE UNTIL A MINIMUM CHLORINE CONCENTRATION OF 25 PPM HAS BEEN ACHIEVED THROUGHOUT ENTIRE MAIN DISINFECTED. G. AFTER THE REQUIRED CONCENTRATION HAS BEEN ACHIEVED, ALL VALVES AND HYDRANTS ON THE MAIN LINE BETWEEN THE UPSTREAM GATE VALVE AND THE DISCHARGE HYDRANT SHALL BE OPERATED IN ORDER TO DISINFECT THE INTERNAL APPURTENANCES. DO NOT OPERATE ANY GATE VALVE THAT IS LOCATED ON A CONNECTION TO AN EXISTING WATER MAIN THAT IS IN SERVICE. 8. AFTER THE ENGINEER HAS TAKEN A WATER SAMPLE AND VERIFIED THE MINIMUM 25 PPM CHLORINE CONCENTRATION, THE CONTRACTOR SHALL RETAIN THE CHLORINATED WATER IN THE MAIN BY THE FOLLOWING METHOD: A. FIRST, CLOSE THE UPSTREAM GATE VALVE. B. SECOND, CLOSE THE DISCHARGE HYDRANT. C. THIRD, SHUT OFF THE PUMP. ' ! : I►: r ■ .1y#4_60M .: C V► 1 I�fNff1: "ITE1110I1JIM11VU 013lll►Ell&Z,I![0111i 10. IF CHLORINE RESIDUAL IS LESS THAN 10 PPM, REPEAT SYSTEM TREATMENT. 11. ANY SECTION OF PIPE, VALVES OR FITTINGS, INCLUDING TAPPING SLEEVES AND VALVES WHICH ARE INSTALLED OUTSIDE LIMITS OF SYSTEM SUBJECTED TO CHLORINATION PROCEDURES SPECIFIED ABOVE SHALL BE SPRAYED OR SWABBED WITH A 1 % HYPOCHLORITE SOLUTION PRIOR TO INSTALLATION. 12. AFTER THE ENGINEER HAS TAKEN A WATER SAMPLE AND VERIFIED A MINIMUM CHLORINE RESIDUAL OF 10 PPM, CONTRACTOR SHALL THOROUGHLY FLUSH CHLORINATED WATER FROM THE MAIN BY THE FOLLOWING METHOD: A. CHECK WITH LOCAL SEWER DEPARTMENT FOR CONDITIONS OF DISPOSAL OF CHLORINATED WATER TO SANITARY SEWER. DIRECT ALL DISCHARGE WATER TO SANITARY SEWER IF POSSIBLE. B. IF DISPOSAL OF CHLORINATED WATER TO SANITARY SEWER IS NOT POSSIBLE, DISCHARGE WATER MUST BE DECHLORINATED USING AN APPROVED METHOD IN ACCORDANCE WITH AWWA C651-92 INCLUDING APPENDIX B OF THE STANDARD. C. OPEN THE DISCHARGE HYDRANT. D. OPEN THE UPSTREAM GATE VALVE. E. OPEN ANY HYDRANTS ON THE MAIN LINE TO REMOVE ALL CHLORINATED WATER FROM THE HYDRANT LEADS. 13. FLUSH MAIN WITH POTABLE WATER IN SUCH A MANNER THAT SHALL NOT ADVERSELY AFFECT FISH, PLANT, OR ANIMAL LIFE. 14. QUANTITY AND LOCATION OF WATER SAMPLES TO BE TAKEN SHALL BE DETERMINED BY OWNER. 15. WATER SAMPLES SHALL BE TAKEN BY CONTRACTOR IN STERILIZED BOTTLES. 16. ANALYZE WATER SAMPLES IN ACCORDANCE WITH STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER, 14TH EDITION, PUBLISHED BY AMERICAN WATER WORKS ASSN., 6666 WEST QUINCY AVE., DENVER, CO 80235. 1. AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH PRESSURE TEST. TEST SECTION SHALL BE LIMITED TO ABOUT 2000 FT (MAX.) UNLESS OTHERWISE APPROVED BY ENGINEER. 2. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. ALL HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 4 OF AWWA STANDARD C600-87, AS MODIFIED HEREIN. 3. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN THE SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK THE WORK, BUT ACCEPTANCE OF THE SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON THE FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. ALL HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 5.2 OF AWWA STANDARD C600-99, AS MODIFIED HEREIN. 4, FOR THE PRESSURE TEST, SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER BASED ON ELEVATION OF LOWEST POINT IN SECTION BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS IN SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY CONTRACTOR. AFTER THIS PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, WITH FURTHER PUMPING AS REQUIRED, FOR A PERIOD OF AT LEAST TWO HOURS, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE PRESSURE TEST. TESTING - DUCTILE IRON PIPE 1. LEAKAGE TEST SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF 150 LBS/SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON ELEVATION OF LOWEST POINT IN SECTION UNDER TEST AND CORRECTED TO ELEVATION OF GAUGE. LEAKAGE TEST DURATION SHALL BE A MIN. OF 2 HOURS AFTER LEAKAGE RATE HAS STABILIZED. 2. MAXIMUM ALLOWABLE LEAKAGE SHALL BE AS SHOWN IN THE FOLLOWING TABLE: ALLOWABLE LEAKAGE (IN GALLONS) PER 1000 FT (305 M) OF PIPELINE AVG. TEST PRESSURE PSI (BAR) 450 (31) 400 (28) 350 (24) 300 (21) 275 (19) 250 (17) 225 (16) 200 (14) 175 (12) 150 (10) 125 (9) 100 (7) NOMINAL PIPE DIAMETER - IN. 6 8 10 095 1.27 1.59 0.90 1.20 1.50 0.84 1.12 1.40 0.78 1.04 1.30 0.75 1.00 1.24 0.71 0.95 1.19 0.68 0.90 1.13 0.64 0.85 1.06 0.59 0.80 0.99 0.55 0.74 0.92 0.50 0.67 0.84 0.45 0.60 0.75 * IF PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE. 6. IF LEAKAGE IN SYSTEM EXCEEDS SPECIFIED AMOUNT, CONTRACTOR SHALL (AT NO ADDED COST TO THE OWNER) LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RETEST PIPING SYSTEM. TESTING - HDPE PIPE 1. HDPE PIPE EXPANDS WHEN IT IS PRESSURIZED. THE EXPANSION PROCESS TAKES 2-3 HOURS. ONCE EQUILIBRIUM IS ESTABLISHED, THE TEST SECTION IF PRESSURIZED TO 1.5 TIMES OPERATING PRESSURE AND THE TEST PRESSURE IS HELD FOR TWO HOURS. 2. DURING THE ACTUAL TEST THE PIPE WILL CONTINUE TO EXPAND SOMEWHAT. THIS EXPANSION WILL CONTINUE TO CAUSE A PRESSURE DROP. A PRESSURE DROP DOES NOT CONCLUSIVELY PROOF THAT THERE IS A LEAK IN THE SYSTEM. 3. CHANGES IN TEMPERATURE WILL CAUSE THE PIPE TO EXPAND AND CONTRACT THUS CHANGING THE INTERNAL PRESSURE. FOR THIS REASON, THE PIPE WILL BE TESTED FULLY BACKFILLED AND AFTER THE WATER HAS BEEN IN THE PIPE FOR OVERNIGHT. WATER SHOULD BE LEFT IN THE PIPE UNPRESSURIZED IN ORDER TO NEND41ZE TEMPERATURE CONSIDERATIONS WITH REGARD TO THE PLACEMENT OF THE WATER. 4. UNDER NO CIRCUMSTANCES SHALL THE PIPE BE HELD UNDER TEST PRESSURE FOR MORE THAN 8 HOURS. AFTER BEING PLACED UNDER TEST PRESSURE, THE PIPE SHALL BE ALLOWED TO "RELAX" FOR A MINIMUM OF 8 HOURS. 5. THE FOLLOWING ALLOWANCES SHOULD BE USED FOR WATER TO BE ADDED DURING THE TEST PERIOD (NOT DURING THE INITIAL EXPANSION PHASE) TO ACCOUNT FOR EXPANSION: ALLOWABLE EXPANSION ALLOWANCE NOMINAL PIPE SIZE (US GALLONS/100FT. PIPE) 17. IF BACTERIOLOGICAL TEST PROVES WATER QUALITY TO BE UNACCEPTABLE, REPEAT SYSTEM TREATMENT. 6" 0.60 18. IF BACTERIOLOGICAL TEST PROVES WATER QUALITY TO BE ACCEPTABLE; REMOVE FEED LINE AND CORPORATION STOP. CORPORATION STOP WILL BE REPLACED WITH A 8" 1.0 THREADED BRASS PLUG UNLESS OTHERWISE DIRECTED BY WATER SUPERINTENDENT.. 10" 1.3 12" 2.3 19. SAMPLES MUST BE BACTERIOLOGICALLY SAFE BEFORE WATER MAIN IS PLACED IN SERVICE 14" 2.8 16" 3.3 20" 5.5 NEW YORK STATE DEPARTMENT OF HEALTH Glens falls District Office 24" 8.8 28" 11.1 Refer to first sheet for approved date and signature. 32" 14.3 36" 18.0 Approved under authority 9f as rresotution adopted 111- '�TytPlanning Boar f the City f Saratoga Springs V'(4Chairman Date ned a'S- a -off 6. IN ORDER TO CONFIRM THE LACK OF ANY LEAKAGE, ONCE THE PRESSURE TEST IS COMPLETE THE CONTRACTOR SHALL BLEED THE PRESSURE DOWN TO THE WORKING PRESSURE AND SEAL THE PIPE WITH A PRESSURE GAUGE IN PLACE. THE PIPE SHOULD HOLD THE WORKING PRESSURE AND THE PRESSURE SHOULD ACTUALLY INCREASE SOMEWHAT OVER A PERIOD OF 2 - 3 HOURS. S - 3�tq I It( ok- 1;!; XREF-J05EPH 5T TESTING GRAVITY SEWERS LOW PRESSURE AIR TESTING PROJECT NUMBER:05.5022 TESTING SEWAGE FORCE MAINS 1. THE CONTRACTOR SHALL PROVIDE A POSITIVE IDENTIFICATION OF THE GROUND WATER TABLE PRIOR TO TESTING. 2. A HYDROSTATIC TEST IS REQUIRED ON THE ENTIRE SEWER SYSTEM. INFILTRATION TESTING IS THE PREFERRED METHOD OF TESTING WHEN GROUND WATER IS PRESENT AT LEAST TWO (2) FEET OVER THE TOP OF PIPE AT THE UPSTREAM MANHOLE. 3. IF, DUE TO GROUND WATER CONDITIONS, INFILTRATION TESTING IS UVIPRACTICAL, THEN THE CONTRACTOR SHALL PERFORM EXFELTRATION TESTING ON THE SYSTEM. LOW PRESSURE AIR TESTING MAY BE PERFORMED IN LIEU OF ENFLLTRATION TESTING IN ACCORDANCE WITH THE CONDITIONS SPECIFIED. 4. THE ALLOWABLE INFILTRATION OR EXFILTRATION RATE IS 100 GALLONS PER INCH DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. AN EXFILTRATION OR INFILTRATION TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. 5. INFILTRATION TESTS SHALL BE MONITORED BY A 22 1/20 V-NOTCH WEIR. ANY OTHER MEASURING DEVICE WILL REQUIRE PRIOR APPROVAL OF THE ENGINEER. 6. WHERE SEWERS ARE CONSTRUCTED OF PRESSURE -RATED PIPE AND INSTALLED WITH LESS THAN 18 INCHES VERTICAL SEPARATION FROM EXISTING OR PROPOSED WATER MAINS, SEWERS SHALL BE HYDROSTATICALLY TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS. HYDROSTATIC ACCEPTANCE TESTS SHALL BE CONDUCTED AS SPECIFIED FOR TESTING WATER MAIN, EXCEPT THAT TESTING MAY BE PERFORMED WITH PIPE SECTION PARTIALLY BACKFILLED. INFILTRATION TESTING 1. THE INFILTRATION LEAKAGE TESTS SHALL BE RUN ON EACH SINGLE MANHOLE TO MANHOLE SECTION, OR REACH, INDEPENDENTLY OF ALL OTHER MANHOLE TO MANHOLE SECTIONS. A PIPELINE SECTION UNDER TEST SHALL INCLUDE ALL THE PIPE AND FITTINGS BETWEEN THE TWO MANHOLES PLUS THE UPSTREAM MANHOLE. 2. EACH MANHOLE TO MANHOLE SECTION SHALL BE REJECTED OR ACCEPTED BASED ONLY ON THE RESULTS OF ITS OWN INDEPENDENT SECTION TEST AND NOT ON THE RESULTS OF ANY ONE TEST RUN SIMULTANEOUSLY OVER MORE THAN ONE CONSECUTIVE MANHOLE TO MANHOLE SECTION. THE ONLY EXCEPTION ALLOWED SHALL BE ACCEPTING SEVERAL CONSECUTIVE MANHOLE TO MANHOLE SECTIONS BASED ON ONE COMBINED INFILTRATION TEST INDICATING ZERO (0) INFILTRATION. 3. THE INFILTRATION TEST SHALL BE MADE BY INSTALLING THE FLOW MEASURING DEVICE IN THE DOWNSTREAM MANHOLE OF THE SECTION BEING TESTED. THE TEST DURATION SHALL BE 24 HOURS, OR FOR A SHORTER PERIOD, PROVIDED A STEADY STATE FLOW CONDITION HAS BEEN ACHIEVED IN THE TEST PERIOD, AND THE RESULTS PROJECTED TO A 24 HOUR PERIOD. EXFILTRATION TESTING 1. THE EXFILTRATION TESTS SHALL BE RUN ON EACH SINGLE MANHOLE TO MANHOLE SECTION, OR REACH, INDEPENDENTLY OF ALL OTHER MANHOLE TO MANHOLE SECTIONS. A PIPELINE SECTION UNDER TEST SHALL INCLUDE ALL THE PIPE AND FITTINGS BETWEEN THE TWO MANHOLES PLUS THE UPSTREAM MANHOLE. 2. THE ENFILTRATION TESTS SHALL BE MADE BY MEASURING THE DROP IN WATER ELEVATION IN THE UPSTREAM MANHOLE 24 HOURS AFTER THE INITIAL WATER LEVEL IS RECORDED. THE INITIAL WATER LEVEL IN THE UPSTREAM MANHOLE SHALL BE TWO (2) FEET HIGHER THAN EITHER THE TOP OF THE PIPE OR THE GROUND WATER ELEVATION, AT THE UPSTREAM MANHOLE. ANY MANHOLE TO MANHOLE SECTION UNDERGOING AN EXFILTRATION TEST MUST HAVE THE NEXT ADJACENT SECTION, BOTH UPSTREAM AND DOWNSTREAM, DRY AND NOT UNDER TEST. THIS PROCEDURE MINIMIZES HYDROSTATIC PRESSURE PLACED ON STOPPERS, PLUGS, AND END CAPS. 1. LOW PRESSURE AIR TESTING MAY BE ALLOWED IN LIEU OF EXFILTRATION TESTS ONLY. WHEN SO ALLOWED, THE TEST SHALL BE PERFORMED UNDER THE DIRECTION OF THE ENGINEER ACCORDING TO ASTM C828-78. ALTHOUGH THE ASTM DOCUMENT TITLE IS SPECIFIC FOR VITRIFIED CLAY PIPE, 4 TO 12 INCHES IN DIAMETER, THE SAME GENERAL PROCEDURE MAY BE USED FOR ANY OTHER PIPE MATERIAL, AND IS NOT LIMITED TO A MAXIMUM DIAMETER OF 12 INCHES. 2. AN AIR TEST SHALL NOT BE RUN UNTIL THE SECTION OF LINE TO BE TESTED HAS BEEN CLEANED OF ALL FOREIGN MATERIAL BY FLUSHING AND HAS BEEN VISUALLY INSPECTED AND APPROVED BY THE ENGINEER. CERTAIN PIPE MATERIALS PRODUCE MORE CONSISTENT RESULTS WHEN THE INTERIOR OF THE PIPE IS WETTED PRIOR TO TESTING. 3. LOW PRESSURE AIR TESTING MUST BE DONE IN SINGLE MANHOLE TO MANHOLE SECTIONS, OR REACHES, AFTER THEY HAVE BEEN COMPLETELY BACKFILLED. A MANHOLE SECTION UNDER TEST SHALL INCLUDE ALL THE PIPE AND FITTINGS BETWEEN THE MANHOLES. MANHOLES WILL NOT BE AIR TESTED, BUT SHALL BE ENFILTRATION TESTED, INDEPENDENT OF ANY PIPELINE TESTING. THE SECTION OF LINE TO BE TESTED SHALL BE SEALED AT BOTH MANHOLES BY PLUGS OR STOPPERS. ONE OF THESE PLUGS OR STOPPERS MUST BE EQUIPPED TO FILL THE LINE WITH AIR FROM A COMPRESSOR OR PUMP AND ALLOW IT TO BLEED OFF WHEN THE TEST IS ENDED. THERE MUST ALSO BE A PRESSURE GAUGE INDEPENDENT OF ANY ON THE COMPRESSOR OR PUMP WHICH REMAINS CONNECTED TO THE TEST SECTION AND IS CAPABLE OF MEASURING ITS INTERNAL AIR PRESSURE WHEN IT IS SEALED OFF FROM THE AIR SUPPLY. THE TEST SECTION SHALL THEN BE SLOWLY FILLED WITH AIR UP TO A MAXIMUM PRESSURE OF FOUR (4) PSIG GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER THAT MAY BE SUBMERGING THE PIPE. THE PRESSURE SHALL THEN BE THROTTLED DOWN TO AND MAINTAINED AT THREE AND ONE-HALF (3.5) PSIG GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER FOR A MINIMUM OF TWO (2) MINUTES TO ALLOW THE TEMPERATURE OF THE WARMER ENTERING AIR TO EQUALIZE WITH THAT OF THE COOLER PIPE WALLS. DURING THIS TIME ALL EXPOSED AIR CONNECTIONS AND END PLUGS OR STOPPERS SHOULD BE CHECKED FOR LEAKAGE WITH A LIQUID SOAP SOLUTION. IF ANY LEAKS ARE FOUND, OR IF THE PRESSURE CANNOT BE MAINTAINED FOR ANY REASON, THE AIR SHOULD BE BLED OFF AND THE NECESSARY ADJUSTMENTS OR REPAIRS MADE. WHEN THE LEAKAGE HAS BEEN STOPPED THE AIR TEST SHALL BE STARTED AGAIN FROM THE BEGINNING AS DESCRIBED ABOVE. PRIOR TO THE TEST, THE CONTRACTOR SHOULD INSURE THAT ALL STOPPERS, PLUGS, AND END CAPS, PARTICULARLY AT THE END OF BUILDING SERVICES, ARE CORRECTLY INSTALLED AND ADEQUATELY BRACED TO WITHSTAND THE AIR PRESSURE EQUAL THROUGHOUT THE SECTION UNDER TEST. WHEN THE INTERNAL AIR PRESSURE HAS BEEN MAINTAINED AT THREE AND ON -HALF (3.5) PSIG GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER FOR A MINIMUM OF TWO (2) MINUTES TO ALLOW THE AIR TEMPERATURE INSIDE THE PIPE TO STABILIZE, THE AIR SUPPLY SHALL BE PHYSICALLY DISCONNECTED LEAVING THE PRESSURIZED SYSTEM SEALED. THE INDEPENDENT PRESSURE GAUGE SHALL THEN BE OBSERVED FOR AN INDICATION OF PRESSURE LOSS. IF A LOSS IS INDICATED, THE TIME IT TAKES FOR THE PRESSURE TO DROP ONE (1) PSIG FROM 3.5 PSIG TO 2.5 PSIG GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER SHALL BE MEASURED WITH A STOP WATCH. 4. THE LOW PRESSURE AIR TEST IS A COMPARISON OF THE MEASURED TIME NECESSARY FOR THE ONE (1) PSIG PRESSURE DROP TO OCCUR, IF AT ALL, WITH THE MINIMUM ALLOWABLE TIME FOR THAT PRESSURE DROP TO OCCUR DETERMINED BY THE METHODS INDICATED IN ASTM C828-78. IF THE TIME REQUIRED FOR THE ONE (1) PSIG PRESSURE DROP TO OCCUR IS MORE THAN THE MINIMUM ALLOWABLE, OR IF THE ONE (1) PSIG PRESSURE DROP DOESN'T OCCUR WITHIN THAT ALLOWABLE TIME, THEN THE PIPE SECTION UNDER TEST IS FREE FROM ANY SIGNIFICANT LEAKS AND IS ACCEPTABLE. IF NO PRESSURE DROP OCCURS, THEN THE SECTION IS LEAKAGE FREE AND IS ACCEPTABLE. IF THE ONE (1) PSIG PRESSURE DROP OCCURS FASTER THAN THE ALLOWABLE TIME, THE SECTION IS UNACCEPTABLE. 5. WHERE AIR -TESTING IS TO BE USED FOR LINE ACCEPTANCE, CORROBORATIVE HYDROSTATIC TESTING SHALL BE PERFORMED ON SEWER INSTALLATIONS OF THE SAME PIPE SIZE, MATERIAL AND CONDITIONS OF INSTALLATION. SEWER SECTIONS WHICH INDICATE THE RATES OF AIR LOSS PER UNIT OF SURFACE AREA WHICH MOST NEARLY APPROXIMATE THE RATE FOR PIPELINE ACCEPTANCE SHOULD BE SELECTED FOR THE CORROBORATIVE TESTS. AT LEAST THREE SECTIONS ARE TO BE SO TESTED. THE PURPOSE OF THESE CORROBORATIVE TESTS IS TO PERMIT A REASONABLE ASSUMPTION THAT, IF THESE THREE TEST SECTIONS MEET THE HYDROSTATIC TEST, THE BALANCE OF THE PROJECT ALSO MEETS OR EXCEEDS THESE REQUIREMENTS. IF THE AIR TEST IS NOT SUPPORTED BY ACCEPTABLE CORROBORATIVE HYDROSTATIC TESTS, COMPLETE HYDROSTATIC TESTING OF THE SEWER LINES SHALL BE REQUIRED AS THE BASIS FOR FINAL PIPELINE ACCEPTANCE. 6. MANHOLES WHICH CAN NOT BE PROPERLY AIR TESTED, SHOULD BE VISUALLY INSPECTED AND LEAKAGE -TESTED USING INTERNAL OR EXTERNAL HYDROSTATIC PRESSURE. LEAKAGE TESTING TO COMPLY WITH APPLICABLE MUNICIPAL REQUIREMENTS. TESTING -IN-SERVICE LINES IN AREAS WHERE CONVENTIONAL TESTING IS IMPRACTICAL (I.E. AREAS DESIGNATED BY ENGINEER WHERE EXISTING SERVICES ARE TIED INTO THE NEW LINE IMMEDIATELY AND ANY BLOCKAGE COULD RESULT IN HEALTH PROBLEMS) NO LINES SHALL BE BACKFILLED UNTIL EACH PIPE SECTION AND CONNECTION IS INSPECTED AND APPROVED. TEST RESULTS A. IF THE ALLOWABLE RATE OF INFILTRATION, EXFILTRATION, OR AIR LEAKAGE IS EXCEEDED ON TEST, THE CONTRACTOR SHALL LOCATE THE POINTS OF EXCESSIVE LEAKAGE AND SHALL PROMPTLY CORRECT, REPAIR, AND BRING THE SYSTEM UP TO THE STANDARDS. THE COSTS OF ALL SUCH REPAIRS AND CORRECTIVE MEASURES, INCLUDING THE COSTS OF REPEATED TESTS, SHALL BE BORNE BY THE CONTRACTOR. THE SEWER LINE SECTION (INCLUDING MANHOLES, AND BUILDING SERVICES) UNDER TEST SHALL NOT BE ACCEPTED UNTIL THESE TEST CRITERIA ARE MET. Approved under authority of aVsomon .�Leti1b4the Planning adoptedam Board of the Cit r1 Saratoga Springs ' Chairman Date gned . - bG 1. THE COMPLETED SEWAGE FORCE MAIN INCLUDING VALVES, FITTINGS, CONNECTIONS TO PUMPS AND OTHER PIPELINE SYSTEMS SHALL BE TESTED FOR LEAKAGE, AND THE SUCCESSFUL TEST SHALL BE ONE CRITERION FOR PAYMENT TO CONTRACTOR. 2.THE TESTS WILL BE CONDUCTED AS DIRECTED BY THE ENGINEER/ARCHITECT, BUT THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR, EQUIPMENT, WATER AND MATERIALS NECESSARY FOR CONDUCTING THE TESTS AS SPECIFIED. 3. THE SYSTEM SHALL BE PRESSURIZED TO 1.5 TIMES THE PIPE WORKING PRESSURE OR 100 PSI, WHICHEVER IS GREATER, AT THE POINT OF TESTING. AFTER THIS PRESSURE, R5 PSI, HAS BEEN MAINTAINED SUCCESSFULLY FOR ONE HOUR, THE LEAKAGE TEST SHALL BE PERFORMED FOR A PERIOD OF NO LESS THAN 2 HOURS. HYDROSTATIC TESTS SHALL BE PERFORMED, AND SUCCESSFUL TEST RESULTS DERIVED IN ACCORDANCE WITH AWWA C 600, SECTION 4 AND THE ALLOWABLE LEAKAGE TABLE WITHIN THIS SECTION. IF THE LEAKAGE IN THE SYSTEM EXCEEDS THE SPECIFIED AMOUNT, THE CONTRACTOR SHALL, AT NO ADDED COST TO THE OWNER, MAKE ANY REPAIRS OR REPLACEMENTS NECESSARY TO REDUCE THE LEAKAGE TO THE REQUIRED LIMITS AND RETEST THE SYSTEM. 4. THE MAXIMUM ALLOWABLE LEAKAGE PER HOUR AT THE SPECIFIED TEST PRESSURE, SHALL BE AS SHOWN IN THE FOLLOWING TABLE: ALLOWABLE LEAKAGE PER 1000 FT (305 M) OF PIPELINE` AVG. TEST PRESSURE PSI (BAR) 1 1 /4 450 (31) 0.20 400 (28) 0.19 350 (24) 0.18 300 (21) 0.17 275 (19) 0.16 250 (17) 0.15 225 (16) 0.14 200 (14) 0.13 175 (12) 0.12 150 (10) 0.11 125 (9) 0.10 100 (7) 0.09 GALLONS PER HOUR NOMINAL PIPE DIAMETER - INCHES 11/2 2 21/2 3 4 6 8 10 12 14 16 0.24 0.32 0.40 0.48 0.64 0.95 1.27 1.59 1.91 2.23 2.55 0.23 0.30 0.38 0.45 0.60 0.90 1.20 1.50 1.80 2.10 2.40 0.21 0.23 0.35 0.42 0.56 0.84 1.12 1.40 1.69 1.97 2.25 0.20 0.26 0.33 0.39 0.52 0.78 1.04 1.30 1.56 1.82 2.08 0.19 0.25 0.31 0.37 0.50 0.75 1.00 1.24 1.49 1.74 1.99 0.18 0.24 0.30 0.36 0.47 0.71 0.95 1.19 1.42 1.66 1.90 0.17 0.23 0.28 0.34 0.45 0.68 0.90 1.13 1.35 1.58 1.80 0.16 0.21 0.27 0.32 0.43 0.64 0.85 1.06 1.28 1.48 1.70 0.15 0.20 0.25 0.30 0.40 0.59 0.80 0.99 1.19 1.39 1.59 0.14 0.18 0.23 0.28 0.37 0.55 0.74 0.92 1.10 1.29 1.47 0.13 0.17 0.21 0.25 0.34 0.50 0.67 0.84 1.01 1.18 1.34 0.11 0.15 0.19 0.23 0.30 0.45 0.60 0.75 0.90 1.05 1.20 DEFLECTION TESTING SEWER PIPE 1. WHERE FLEXIBLE PIPE IS USED, THE CONTRACTOR SHALL TEST ALL MAINLINE PIPE FOR THE MAXIMUM ALLOWABLE DEFLECTION OF FIVE (5 %) PERCENT OF THE OUTSIDE DIAMETER. 2. DEFLECTION TESTS SHALL BE PERFORMED USING A 9-ARM MANDREL -TYPE "GO - NO -GO" SLED GAUGE OF THE PROPER SIZE ACCORDING TO THE FOLLOWING TABLE. PIPE SIZE BASE INSIDE REQUIRED (INCHES)SDR35 DIA.(INCHES) MANDREL DIA. (INCHES) 8" 7.67 7.29 1011 9.56 9.09 12" 11.36 10.79 3. DEFLECTION TESTING OF ANY PIPE SECTION SHALL BE DONE NO SOONER THAN 6 MONTHS AFTER THE DATE OF INSTALLATION OF THE PIPE SECTION UNLESS WRITTEN EXCEPTION IS PROVIDED BY ENGINEER. 4. APPROXIMATELY 10 % OF THE RUNS BETWEEN MANHOLES OR A MINIMUM 4 RUNS SHALL BE TESTED. THE LOCATION OF EACH RUN SHALL BE APPROVED BY THE MUNICIPALITY. 5. SUCCESSFUL PASSAGE OF THE PROPER SIZE MANDREL THROUGH ALL TEST RUNS WILL END THE TESTING PROCEDURE. 6. FAILURE IN ANY ONE OF THE TEST SECTION WILL BE CAUSE FOR ALL RUNS TO BE DEFLECTION TESTED. 7. SECTIONS EXCEEDING THE DEFLECTION LIMITS SHALL BE CORRECTED BY RELAYING OR OTHER REMEDIES APPROVED BY THE ENGINEER. 8. DEFLECTION TESTING SHALL BE IN ADDITION TO OTHER TESTS REQUIRED. NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls district Office Refer to first sheet tar approved date and signature. 5,3q? 5 0� 116,­­