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HomeMy WebLinkAbout20210757 Myrtle Street Site Plan Plans Myrtle Street Medical Office Campus Site Application 55 Myrtle Street & 1 &17 Morgan Street, Saratoga Springs , NY 12866 July 22 , 2021 SITE STATISTICS SHEET INDEX: GOID PROPOSED USE: MEDICAL OFFICES .., PARCEL SIZE: 19.33 AC. COVER ' y TAX PARCEL ID: 165.-1-37.1; 165.-1-12.1 SURVEY ZONING: OMB-2 & UR-1 L-1 .0 SITE DEMOLITION, PREPARATION AND EROSION CONTROL PLAN PROJECT OMB-2 ZONING REQUIREMENTS: SITE , REQUIRED PROVIDED L-2.0 OVERALL SITE LAYOUT & MATERIALS PLAN L-2. 1 SITE LAYOUT & MATERIALS PLAN MINIMUM LOT SIZE 10,000 SF 19.33 ACRES MINIMUM GREENSPACE 30% 75% L-2.2 SITE LAYOUT & MATERIALS PLAN BUILDING COVERAGE 30% 4°i° L-2.3 SITE LAYOUT & MATERIALS PLAN BIRRU H BUILDING HEIGHT 40' 40' L-3.0 OVERALL SITE GRADING & DRAINAGE PLAN SETBACKS: L-3. 1 SITE GRADING & DRAINAGE PLAN REQUIRED PROVIDED WOODLAWN L-3.2 SITE GRADING & DRAINAGE PLAN COMMONS FRONT 40' 40' L-3.3 SITE GRADING & DRAINAGE PLAN SIDE 15' UNLESS ABUTTING RESIDENTIAL, THEN 40' 18' L-4.0 SITE UTILITY PLAN REAR 25' UNLESS ABUTTING PARK ACE RESIDENTIAL, THEN 50' 50' L-5.0 OVERALL SITE LANDSCAPE PLAN 1tE L-5. 1 SITE LANDSCAPE PLAN 4ILEEI T L-5.2 SITE LANDSCAPE PLAN PARKING TABLE E<' L-5.3 SITE LANDSCAPE PLAN• L-6.0 SITE LIGHTING PLAN m SARATOGA GARDEN Xi REQUIREMENTS/ SPACES SPACES MYRTLE STREET "' APARTMENTS AREA/USE SF ZONING REQUIRED PROVIDED L-7.0 OFF-SITE - DEMOLITION,PREPARATION AND EROSION CONTROL MEDICAL PARK m MEDICAL OFFICE 75 000 SF 1 SPACE /200 SF 375 t- ` = �yM L-7. 1 OFF-SITE - LAYOUT & MATERIAL PLAN OFFICE 4,000 SF 1 SPACE / 300 SF 14 L-7.2 OFF-SITE - GRADING & DRAINAGE PLAN PROJECT LOCATION MAP TOTAL SPACES 389 392 L-7.3 OFF-SITE - UTILITY PLAN & PROFILE SCALE: N.T.S. L-7.4 OFF-SITE - UTILITY PLAN & PROFILE CITY OF SARATOGA SPRINGS STANDARD NOTES L-7.5 OFF-SITE - UTILITY PLAN & PROFILE L-8.0 SITE DETAILS L-8. 1 SITE DETAILS 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND PROJECT REGULATIONS. L-8.2 SITE DETAILS SITE CLFMF 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, L-8.3 SITE DETAILS ion. / <<� NTq VF 1929. _ �, _ N� L 8.4 UTILITY DETAILS -P13 3. THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW L-8.5 UTILITY DETAILS AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE 5 , ON FINAL PLAN. L-8.6 UTILITY DETAILS ;... .. . _ L-8.7 UTILITY DETAILS _. �OODLA - _ COMMONS 4. THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE PARK COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. ARCHITECTURAL PLANS PLACE - - - i ' ` db ," ItiNliiifiniumnlaini THE 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER A2.1 - FLOOR PLAN - GROUND FLOOR 1 ` MORGAN STREET WESLEY PRIOR TO CONSTRUCTION.il COMMUNITY A2.2 - FLOOR PLAN - FIRST FLOOR w 1.11 r-ri > 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE A2.3 - FLOOR PLAN - SECOND FLOOR W 4. _ o TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. A4.1 - ROOF PLAN SARATOGA MYRTLE STREET w GOLF& POLO CLUB MEDICAL PARK m -* 2 44014, - M % 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK A4.2 - EXTERIOR ELEVATIONS - - WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED �- i.. SARATOGA J , 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF ., • - ". tilme5,1441015,4r**0#00s, ----,1-- - A -"- HOSPITAL A SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO y ,. , - APPLY. PREPARED BY: 1 f,a , _ - d - _ .,4_. ."7 �, j , .. ;v' �` ROUT ESN .,� .- - �� OF OCCUPANCY WILL BEISSUED UNTIL ALL SITE WORK HASBEEN COMPLETED INACCORDANCE WITH THE „f= t '� ROUTES APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS 40 LongAlley { BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. Saratoga Springs PROJECT VICINITY MAP The LA GROUP NY 12866 Landscape Architecture&Engineering P.C. p 518-587-8100 f 518-587-0180 SCALE: 1 "=250' People.Purpose.Place. www.thelagroup.com APPLICANT: Planning Board # xx.xxx Approval Saratoga Hospital Approved under authority of a resolution adopted 211 Church Street by the Planning Board of the City of Saratoga Springs. Saratoga Springs, NY 12866 Chairperson (518) 587-3222 Date Signed: r �f t,_r 'r L z. I ,_,,./ /I`fi jil • 0., __,_c4. i-:,,, fb• r I ., `--' I 7/,/ I LI LANDS N/F OF x 10 O LANDS N/F OF O o x • t t --- --/- ,' MORGAN STREET BIRCH RUN �� r r. EDITH DICKSTEIN O : T__ , ,,�. f Y way. HOMEOWNERS ASSOCIATION, r� T�'^* f` rr•, UTILITY EASEMENT PHASE II, INC. INSTRUMENT No. 2012042177 ✓ _ /c,(' Js ,, •, :' ht b (FILED MAP B-153 ) V) � 1 e. •_ t ,4`- X11,° 1 1 • _ � - ; (SEE MAP REF. No. 3) �^:h BOOK 1316 OF DEEDS A T PAGE 508 A 0) 3a /. : 5 (GREAT LOT #2 - / W I SEE MAP REF. #3) rrl I II s L �. ;rF 33 •► Z * = j{..J Ir ; '` . ( r' 0/A 36 EASEMENT FOR INGRESS/EGRESS • Z Z -I .11L.: I 40&:.0.--n'-',1-__,+, rrAl 333 IPF ..• _ �4°i TF=357.55 SITE ' • f _- ,,� MHT =352.52 (EASEMENT AREA = 11,379.38± SQ.FT.) �gAr �•'! SS>• �^ m Nv(sw)=352.31 (SEE MAP REFERENCE No. 1) 0 N Z ' - r{ • t` H • ° M a SEE INSTRUMENT No. 2012042177 & (0 ' �� �S- ,� a S32°4 7'50"W 17 31 • ■ #�UAR� f F*� / .?'''.4,4V N20 11 40 E M ♦Q , BOOK 1239 OF DEEDS AT PAGE 48) 0 Z z, ___rI , ,d 96.07 F/� 0 L A W N 23.50 J I W gpo f} .1-1'11„•:..::.',; CI_ O W (FIELD & MAP REF. No. 1) . i O/ ^h`� 0 0 "� 4 to 0 7 �/ / (GREAT LOT 11 - a I` L_ � : -�1. r (96.60' - DEED REF. No. 1) tt` o # re SEE MAP REF. # ) ' , .�1 _ ,' . . r. �; O �� X30' �� 3 LANDS N/F OF Z CO M . r " .� ` .. • MORGANHOMEOWNERS , z...i. i a k� • STREET BIRCH RUN <4 h' • LANDS N/F OF 0 CO x r` . ,., " 334 �• t / �„ ,v " 5 - c oo� ASSOCIATION, PHASE II, INC. MORGAN STREET BIRCH RUN w I--I W r 0 -1, ,a n 1 .; GeIf ., Co-sa' + .. ,y Q ,� •�, QJ i O Owe,►,.j�. 0�����, I� w O it) Z r" °a.n 1, f * M a .fie , t„rj y _ . '� .yr �� _ ALO SAN .t = �,, N y1 '(° J\ BOOK 1250 OF DEEDS AT PAGE 340 & BOOK 1316 OF DEEDS AT PAGE 508 HOMEOWNERS ASSOCIATION, I/ �I E-I `I •-- .- i I yy, d �, 6 if ` ' Z ��, FORCE MAIN a 5 / k o .� • ►- FILED MAP "B-153" �z OS �. I y_. - f� �l PUMP STA W/ 3 / 1 "I h �7 •� ( ) er I, `6 i- -0) z ,. Y, - tt 0 ALARM & FENCE 3 / IN A• /, "� 8„ O,K I t 'r� //,f�„1�3 ° , '/fir,, 14 I, , L `,'r _■ '� .ti _ _ TF 347.85 , 'h -r/r����� -0 LD R I� PHASE 11 INC. 1�1 T 1 �j W IA �' 40 S5725'00"E, 641.46' - BOOK 1316 OF DEEDS AT PAGE 508 V Q■I Z Y�� ti - Z Z INV 4 =343.80 //�� ���� • • RE W L � `11. ` “ E! I r '] I r,1 +' ', Q INV(NE)=343.80 ) 6 J �rw •.••., 0_ v •< •i _ + ' :' -- ' , , I •C.' nt r + • 1., 3 / ��'///jjj(��.�����-��`1 R- 7,00,,,,004,41,....411104,�• MAP REF. No. 1 & FIELD T 7 'I , -_ ,- ffI"__ `, I I. Il r I , 5 W Q 3 / / • - Cn O 41F - �•.• • wT S' 641.18' DEED REF. No. 1 [� I4111 II r}, 4r" _�_I! - r',' ,.- - • Bc erm- 7 DP Z P. • 'hAIFI �htl p'+ LANDS N/F OF �+ 1. CC Lu Oh ° D s ./ NV=366.10 5 ;, MORGAN STREET BIRCH RUN I f rRcf I'P8 f@ o '5';7 Q- 0 ■ / ▪ II )I ,ate I,i1 r j e ■it ,i! ., . 4 7-3r. 1' r F. K T / P/ 350 4) 3 III I .. r �� -� ✓/� �9� 35'3: . .3 355 PJ00 HOMEOWNERS ASSOCIATION, 1--1 E Q W a • V :` �` r �: r k Z �° ��; 3a4•HYD �� P PHASE Il, INC. x V 1 41 ^ Z W ;;■•,-•$2a • •', �I "f' f :� '+ gh° / • % Q • PgP�P 85 BOOK 1298 OF DEEDS A T PAGE 740 (PARCEL TWO) CLIZ W a Z .-E..o.Ir a I i �1, d • .`,-1.,:-,P-4:"/ in am 't � 1'I ,` �-., '� f �`" � -� I � i •#� _'. b0 � MH TF=352.40 /5 ,' c �� Z S - it .'`� r - -�:` �l �` �,_. F -..-� .�r _ � {� � , '� • /N U(N)=347.91 !:::::://// 36� « ' • ��� 111XA g4 1/7-------ilL ��• �-I O ,, ,, ,, o. li.y. ,, • �� ��• ��� ��,I r.:� .... gl C7 for - - fCC{ �~_ �� / `, ./�' l j(S)=348.70 I J � / 11 • . .. .. �II.1dFG HI h I ` I _ 3 �� 55 0 ® sp0 o y Q ,___ , �" l i;Raa;n ,tip, r ../41,.74,4,..., -rI ���' O 31 p, 1O -383 NOTE: V a Q I -II earl, �� i ,. 2 <v 1�' a' EE MAP R . - W -, � i - ��r.�,,..-n"-• -';r' •I�r `; L- 1= ' 3k ��� {�j 6 / � � � 38 � � MAP REFERENCE No. 3 AND MAP "B-197" DEPICTON / <v o oP , 682.38SQ.FT. OFLANDTOBECONVEYEDFROMD.A. WSITE LOCATION MAP �43 �/ �� �l\/PQ// ��5G RYLp N31 05 E `wooDs 3a,\82 COLLINS CONSTRUCTION CO:MAP INCIN BOOK 1EPI OF DEEDS wOaSCALE: 1" = 2,000' 44 / P ��P/ �6 3��� 350 NZ ATPAGE 166 (DEEDREFERo. 1) TO MORGAN STREET OT/•� wa U/ 1 h a3 / -a BIRCH RUN HOME OWNERSATION. �/1 QMAP REFERENCES: / l' / ° 3g2 2j ��� NO DEED OF RECORD FOUND UNDERSIGNED OR REPORTED E Z X LLy1) MAP ENTITLED: "SURVEY OF LANDS N/F OF D.A. COLLINS CONSTRUCTION 3k A '5� / ROAD p• IN THE 71TLE REPORT. LOT & 30 WERE CONVEYED TO H QCO., INC.' so 0 /,r �° 'y°° CSIGND 8+ IRF IN 42" < LANDS WITHIN A PORTION OFEFERENCE No. 1 PLUS AN �� O Zc0 h WHITE PINE ADDITIONAL 5' WIDE STRIP WEST AS NOTED HEREON. p� Z ZMAP DATE: JUNE 3, 1988 (REVISED) sk / � 30" 387 3e, ? O JPREPARED BY: M.J. ENGINEERING, P.C. / MAPLE COco MAP FILED: SARATOGA COUNTY CLERK'S OFFICE / /�' iMAP No.: DRAWER "D" AS MAP No. 141 AIN TF=355.00 1 387 WLANDS N F OF i NU(N)=350.91 / 3�5/ O iC N- d / IN U(S)=351.05 6 • _� OLD T/TLE LINE - BOOK 70SARATOGA GOLF , % 31 N2) MAP ENTITLED: "MAP OF SURVEY OF PROPOSED LOT LINE ADJUSTMENT �yV ��/ 3O" 3a° ti °L INE - J4 °F DEEDS qT pg GECEL I O � wrlv AND OF LANDS TO BE CONVEYED TO GORDON POLO CLUB, INC. �y3 / MAPLE Qh�Ha 7-� ) T 1 �h �4 Z W�g , 14 °F DEEDSATPAGE �/ vu)RESIDENTIAL DEVELOPMENT LP" BOOK 574 OF DEEDS 60 73 / y0 CEL 7- - Z O O n 2 MAP DATE: JANUARY 18, 2012 AT PAGE 366 ) - - - - - PREPARED BY. VV.J. ROURKE ASSOCIATES !" /^;° OVERALL AREA = NOTE: S74 02 �� -14-i Q W 16. D67 f ACRES 7 LANDS N/F OF MARY ANN BEAUDOIN �j re o W MAP FILED: SARATOGA COUNTY CLERK'S OFFICE •46 o' A w N / I�-I • �, Q MAP No. M2012045 ��o /j D / e° / THE SHADED AREA THAT EXTENDS �� �/ h 7 INTO DEED REFERENCE No. 1 /S 382 O �/ 1 "EXCEPTED AND RESERVED" TO X383 7 INSTRUMENT No. 2013049685 <4 r� ix Z 3) MAP ENTITLED: "REVISED GREAT LOTS, PHASE II (REVISED) BIRCH RUN - THE MORGAN STREET BIRCH RUN • • 0 Q ✓ Q AT SARA TOGA'' \ �� / HOME OWNERS A SSOC/A TION PER • OCTOBER 10 1986 TP ` 9 THE MARY ANN BEAUDOIN DEED. Q Z Z 0 Z MAP DATE: 7 ° .• 3� 354 LANDS N/F OF MARY G. CARR M A <4 <4 U W 0) W PREPARED BY: M.J. ENGINEERING, P.C. / `. / MAP FILED: SARA TOGA COUNTY CLERK'S OFFICE ao , �'� / ( 7 ►� : MAP No.: DRAWER "B" AS MAP No. 198 � / %o ^pi° X05° 8'27"W1`I� 32 BOOK 16�FlLED MAP "8-7 BA19P PAGE 755 IN j 1 4) SARA TOGA COUNTY REAL PROPERTY TAX MAP �sh 7/ h MAPLE O RI- CITY OF SARA TOGA SPRINGS (OUTSIDE DISTRICT) �° • �^ 0/ 351 S74°02'04"W 141111 %.1 - - 30sEcrioN 165.00 l_/ ' 3a / or #g O LANDS N/F OF JOSEPH A. MACK 3)BLOCK1 ' O 30" ASH / 5.0d AT F. # INSTRUMENT No. 2009018886 LOT Nos. 12.1 & 37.1 ° 8° / �• (GRE AP RE W 0 O 3 O SII SEEM (FILED MAP "B-197") ,� ^� NOTE: S12°10'08"E 1�`.� 28 J ,,' �c / 3/9 D.A. COLLINS CONSTRUCTION CO., O ' .� % o� 3�a INC. CONVEYED TO MACK IN BOOK 55.66' 4 �_ .)/ _/ �c' 1382 OF DEEDS AT PAGE 296 A ' � �i� LANDS N F OF DEED REFERENCES: � .� �$/ O S' WIDE STRIP FROM THE RECORD tich �•� 26 / / TF=378.60 MORGAN STREET BIRCH RUN �� / ./ .� / TI TLE DESCRIBED IN DEED 3g5 I�f� ca HOMEOWNERS ASSOCIATION, 1) TITLE SOURCE (DEED) . � REFERENCE No. 1 �GRANTOR: MELINDA M. BENA N12°10'30"E ") 'may\ MAPLE 377 24"� 36'" •tr) N PHASE 11 INC.GRANTEE: D.A. COLLINS CONSTRUCTION CO., INC. 1 • ° cK•-Y MAPLE 382 / P/,TE Q WDATED: MAY 1, 1986 42.00 1''/ ;; �37s \\ ^\ \ �/ 384 `� n b BOOK 1298 OF DEEDS AT PAGE 740 WRECORDED: MAY 7, 1986 , �� MH TF=363.45 l Ilr ' "BOOK 1127 OF DEEDS AT PAGE 166 \1' ' INV(.) 357.35lit -� 355 3a� �5 �7. NN8823 04 E (PARCEL ONE) ASPHALT , / d- lNV(S)=357.71 375 24' / 24" ` q m ¢:pci:z1 2 4PATH � I 1: �� \ HICK•RY 3g6/ 7 'PLE U� T `1` � O 142.53 / n2) TITLE SOURCE (DEED) �•! M / 42" �R 3a� - 381 /0 ci' \ e00O ° L/ 1 n-f- :.......*% -n,O �� TF=377.95 GRANTOR: PAULINE JONKE h ��t, 3 MAPLE \ o2 Ao \ 3 �� MH MOW GRANTEE: D.A. COLLINS CONSTRUCTION COMPANY, INC. _ a�DATED: NOVEMBER 18, 1988 ` 36.. �� MA6LE ���2 , ��h / / , ' TON AS • '",:,,,,s',1/2, BOOKRECO1248 OF DEEDSBER 27,AT PAGE447 , " � MAPLE 28 \\� \ `u' 24 (\1 8 It I ' - N31 26 30 w 1 - 4!w. ~. . SARA TOGA CIRCLE 7 MAPLE 36' / MAP E "� ' J 3 7 V' _/J,_s -.� . • 9 54" MAPLE Q - 61.23 1;04 . MAPLE • • •lR ,_ - ,� ,, CN (PRI VA TE R.O. W.) >- iiiiiiiiiii NOTES: ° OF °'APLE °� �° e .51-04531:1:131:11:41112111:111 • • ���i w� M Iw387 'S , n30" o" 131 1w • • •,..ai MAP 1B, i APLE ••••••••31:1.9� r�11' , "MAPLE �^ ,�Jwwwwwwwwwwwwwwww/ I' -Illi SO2'02 OO E 1) SURVEY MAP AS PREPARED FOR THE SARATOGA HOSPITAL. K / 16 ►.•••• • • • •••••••••, o ,N2830'00"E1 386 2 3 770�i -=�L• '�• �J / 71.86 Q/ W NG 22 a 9 • • • • • • � 1111111111 2) CAPPED IRON RODS SET (CIRS) ON JUNE 11, 2015. Sas_ • 8" •• •••••••••� •'� 71.94 MAP REF. No. 366.50 � �OW/ GUY 1 18APLE2 • I-F / •111 =-�� I 0380 ( ) 3) ALL UNDERGROUND UTILITIES, IF ANY, NOT FIELD LOCATED. (67.00' - MAP • i, �� ao MAPLE 3g (..5' •yi��� L�REF. No. 1) RED •�/, • ���� uLD�Rsse r8, cH) �J�3 • • _ - - r CIRF 0 ❑ IRF , �� 4 �! ,����� 375 S88'06'30"VV, 487.38' 4 REVIEW OF THE TITLE REPORT AS PREPARED BY STEWART TITLE #0,,,,,,.„,,,, t � LP y 9 \ 385 W O O D S 7�I� INSURANCE COMPANY, DATED JUNE 16, 2015 AS TITLE No. S-62454. �� 374 , ��,:�'1 v BENCH MARK: M c\\_:_______________:37______c-----1- -1 ���1 - 372 THERE MAY BE OTHER RECORDS, DOCUMENTS, EASEMENTS AND PF ��p° `�� �� ,ZJDOCK SPIKE SET ON ") I °`0/IRESTRICTIONS THAT MAY EXIST AND WERE NOT DISCLOSED TO THE (2' HIGH) ua4e TRFer.�- �\` �F Illt ° 4� ELEV22 ATION = 386.98 /��/ , zUNDERSIGNED THAT MAY ENCUMBER THE USE OF THIS SITE AND MAY ow IIIL3a O _I // SSS°O6 30 WQIMPACT THE VALUE OF THIS PROPERTY. (SEE DEED EF REN 1) , 81 3 I O ` � 30.1'S 0.DO 5) ELEVATION DATUM: 1929 NGVD i� S1528'39"W ` \ \w �� ,'51ca M�� °� /�j 38 \ O 20.00' rn o 3 / I '�^ \''') �°` // e /// „ M^ /� SEE MAP REFERENCE No. 2 & N7431 21 W / v '' 382 �3ao� 17 /Ø1I '� INSTRUMENT No. 2012012785 / LEGEND: , N74 31 21 W \\ I ^° �� li / 28.43 (� � -30' WIDE STRIP / 385 DENOTES EXISTING TOPOGRAPHIC CONTOUR 213.09' -387 3�9 � ALO DENOTES APPROXIMATE O DIRECTION IRTI LOCA TION OF Sao Z , I�' //'//'//'//'//'//'//'//'//'// 30' INV=372.25 .N • NG 21 N TRUCTION �/ CB DENOTES CATCH BASIN O S (w GUY W ` Q AREA \ �� `4 372 r CIRF DENOTES CAPPED IRON ROD FOUND / ,3� �Ct I �ko /IA _ 375 CIRS DENOTES CAPPED IRON ROD SET 379s OO� 1 "' I WIDlA DENOTES DIAMETER SEE MAP REFERENCE No. 1TRIPLE1s", ' 7/ � � til(PARCEL B) a �� \ M 4Fin< GREAT LOT 1 - DSF DENOTES DOCK SPIKE FOUND 15" & 70" Nc '. ))\\ '' - "UBBLE DRIVE ( # DW DENOTES DRILLED WELL p CEDAR w cur �3�`o / \ ,� � I - MAP REFERENCE No. 3) EH DENOTES ELECTRIC HANDHOLE \ a see I " a N // � 377 EOL DENOTES EDGE OF LAWN Fps �- J "� ^ 374 L� EOP DENOTES EDGE OF PAVEMENT , ,•',, • ; p/L j� Fp cBEOW DENOTES EDGE OF WOODS ,zy = �/ I41TF=374.4GSP DENOTES GAS STAND PIPE s� / ����� 0 GV DENOTES GATE VALVE 1 = -a 377 HDPE DENOTES BLACK PLASTIC PIPE ` Goc,� 37e- ��� i�/%/' CI HYD DENOTES FIRE HYDRANT o Y W INV DENOTES INVERT LANDS N/F OF 376 �-- 0 IPF DENOTES IRON PIPE FOUND THE SARA TOGA HOSPITAL 375 _ //��� `` LANDS N/F OF IRF DENOTES IRON ROD FOUND INSTRUMENT No. 2014010289 374 ` 375/`r (SEE DEED REF. No. 2) ' VPl 0 PARK PLACE Q • 19 0 �� �I � AT SARA TOGA I 1 LA DENOTES LANDSCAPED AREA ING o K�, LP DENOTES LAMP POST ` b 374 r� c\I I °/ MB DENOTES MAILBOX W MH DENOTES MANHOLE Lu _ MNS DENOTES MAC NAIL SET / Z Z wl11%r ° INSTRUMENT o. 7 z a NG DENOTES NATIONAL GRID UTILITY POLE 373 ` %/4 2012012785 W a N/F DENOTES NOW OR FORMERLY I Li NM DENOTES NIAGARA MOHAWK UTILITY POLE /� 034 isr)/// ; =Z0 O O.D. DENOTES OUTSIDE DISTRICT 374 373 OHUL DENOTES OVERHEAD UTILITY LINES i O I 372 Q cRiMso POINT OF BEGINNING - W W 374 4 O Q PVC DENOTES PLASTIC PIPE 0 U 41 0 RET DENOTES RETAINING Q 0 i W 375 0 /0 rn E 0 J o MAPLE ___ DEED REFERENCE No. 1 SAN DENOTES SANITARY CERTIFICATION: 0 S DENOTES SQUARE >� LA N 372 W r^ Q -_ 371 `.1 vJ �. In STA DENOTES STATION I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY HAS BEEN MASON'Y , _ �.�< 377 ` , TF DENOTES TOP OF FRAME ELEVATION PREPARED IN ACCORDANCE WITH THE CURRENT CODE OF �� PILLAR. ULDERS =�•LDE- I/�i�.� 37 \ I WALL 24" 37 ___���c� 5 PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK WHITE O-_� °�__�O-�_� I�i • Sl'!'UCLI TREE "•W �/ • r, STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS TO: LA 1 PINE � � �� r��lll�f��� BOUNDARY CORNER FALLS ON TOP OF , 334.2"' - D'ED & FI D _ 1 THE SARA TOGA HOSPITAL 49' 1 i° ' 'r OHUL /,f\ if fy Amor �II`]IL con WALK MASONRY WALL \ 3NP 525.41 OHUL -` \ • ` I �� 28"--- OHU • - >[ ♦ ---- .. NG 3 OHUL ClR'. 2) STEWART TITLE INSURANCE COMPANY ■ yam OHUL �N-'ite M N2 G S , ASP 'LT PA MENT2 TITLE No. S-62454 w/ cur 3�2 ( ) R AN22STREET o„► �, 1 HALT DRIVE �� `� `� 0 © 2015 BY ENVIRONMENTAL I DESIGN LANDS N/F OF N (2) GUYS 78S W/ 4�f, OJT / 3� �0 QW �� ,,,0 6� I �' rn O PARTNERSHIP, LLP, ALL RIGHTS RESERVED • THIS MAP IS A VIOLATION OF SEC ION07209 •® (2) (4p ¢� J THE SARA TOGA HOSPI TAL MASONRY MB. _� a� M LLI CD UNAUTHORIZED ALTERATION OR PILLARS & WALL SUBDIVISION 2 OF THE NEW YORK STATE INSTRUMENT No. 2011020314 IPF I D\_G® Q Lu EDUCATION LAW (FILED MAP M201 1 74) (0.4' DEEP) / l I I LLI COPIES FROM THE ORIGINAL OF THIS SURVEY M YR TLE ,v^ LLI MAP NOT MARKED WITH THE LAND SURVEYOR'S BENCH MARK: 60 0 60 120 240 v, EMBOSSED SEAL SHALL NOT BE CONSIDERED A 377 ( ) VALID TRUE COPY. "X" SET ON SOUTH V J STREET BOLT OF FIRE HYDRANT GRAPHIC SCALE 1 INCH = 60 FT. (IN FEET) Z 0000 13 JOB 91 TIMOTHY J. McALONEN P.L.S. No. 50,471 ELEVATION = 374.77 ,,,- it - // , X lo 411. 372 / "� ..37.1:../ 74 ! /�� - Q • 1. ___-- 1\t 4 18" ------ CRIMSON 3 _ , MAPLE /39 LANDS N/F OF D.A. CO L S CCpNSTRUC N CO., INC. a ��� �I Ti'' BOOK 1 12� DEBB A T PAGE 166 00K 1248 OF DEEDS AT PAGE 447 375 �'/ N) qsH '^• =•_-_ Q LA N 372 / I r P TREE W Q± 371 Z I `` ♦ 14„ ti _ /// , 377 MAPLE MAPLE Y Q -i N 'Cl MASONR ° I I BOULDERS ��� 376 TREE TREES Q k 3 F•I•I 'ILLARS & (( BOULDERS , ° r, ' -_ Q WALL 24" � � 37p -;ir (( - �0�� � 1itp `�i2 `376,377 - 20 ° wM tl "� WHITE F� Jl • ;j& D♦ 4 SS CON - PINE TREE RR,r II O° • _� U ° BOUNDARY CORNER \ J_ 36 ` - _ i .' , �� ` _� CONC WALK NM E_1>-1 C ij 6\11- 2 `` FALLS ON TOP OF LA 334.2.x' - DEED & FIELD _ / a �� ,`1 j�°" / • ,, �� APRO `�^ OHUL \� �1� __ a » a NM 2 -iii . /MMA\\�//\\ NAVCI iP‘ I �T®��, ���� ---- - - - EOP 4-1/2 Z j N W MASONRY WALL !� '36'2 _ I--� _pope� ` NP S8 '36 2 525.41 N T 2 OHUL �� •NG N OHUL NM 4 I--� f n ' 28" `'� -N •HVL B OHUL CIRS n n VW M28" - �- i- NG 3 3 1/2 N O F•I••I :OP iiM� re` (0.4/PF MI N I S OHUL -4M 1� N) GU / 0 �i MO IIIIP/ I ' N : TREE T AS' ALT PAVEM' __ � �+�� w_ IINII w _ AIIIIIRifillifiNi _ _ rn %-• W/ 2) / GUY 4" PLASTIC 3�2 311/a- /�� t0 CONC OLS Mme; bio 0 1t j1� '_ `- W `�� • GAS MAIN/ _ - - 0 ♦ .9 ,� M 30 'h "J "J ^ 0 M _/ 0 ,3777�I1 �� �• G ,370 24" j �. .Z RET WALL �, APPROXIMATE R.O.W. LINE F 30" "') O ,3j MASONRY WATER `I ._ MB MAPLE MAPLE( � '56� O v 1 J (NOT SURVEYED) EOW TREE TREE PILLARS MAIN 10 3� EOP ,^ 3j3 • & WALL JV / HIGH ti I 4' HIGH CHAINLINK MAPLE �� MAPLE 3'° TREE ;• L � Y/ 440 Z 3 11l MB HAINLINK Jw . FENCE TREE HO TREE Z �Q "INE 6' HIGH L� `� 7-5t--''... •-._,,,,,,, O ¢> O FENCE CHAIN LINK 7..--- '3 �I W IA 11 FENCE __ � I `4Y��, dm �W Q�3Ul 0 1" D/A IPF 1223j \ YD ""or 'RUCE CONCWA a (1.0' HIGH) v�j0 W 0 0 D S Z O `;77 \'' ‘P ' - RET WALL Q rn` 6" PLASTIC GAS MAIN 1 24" IL Ce • NG 18/1 377 M•' E BENCH MARK: >m I- STOP . W/ GUY I , WALK a • U ■® "X" SET ON SOUTH BOLT �� Z SIGN I 30" 11:B OF FIRE HYDRANT W MARL ELEVATION = 374.77 lit /1 I--I n r N O Et 2 M = NM `� % U CB TF=372.00 ill P 370 T/, U) <Om W IN V(S)=367.30 • 6g �/1 IN V(S)=365.80 ^ „ NP 3 W lNV(S)=365.50 �I M t, • SIGr, z Q ^0 s � ,M� w AI CL SNGN II q,PHALRIVE I--I I p0-1 JOU Iow o I w c a u_ ° MAP REFERENCES: V 3 NII Q �:TciDn 1) MAP ENTITLED: "SURVEY OF LANDS N/F OF D.A. COLLINS CONSTRUCTION Z Q LANDS N/F OF -� �I J � co., INC." OW J 6go = MAP DATE: JUNE 3, 1988 (REVISED) EiTHE SARA TOGA HOSPI TAL ,II - i3 a ° PREPARED BY: M.J. ENGINEERING, P.C. QI d• INSTRUMENT No. 2011020314 1 a o I m �� �� MAP FILED: SARATOGA COUNTY CLERK'S OFFICE Zw � (FILED MAP M201174) ■ �' 'I ro MAP No.: DRAWER "D" AS MAP No. 141 M a a 11 M�� 2) MAP ENTITLED: "MAP OF SURVEY OF PROPOSED LOT LINE ADJUSTMENT O z II AND OF LANDS TO BE CONVEYED TO GORDON 0 W r 14" RESIDENTIAL DEVELOPMENT LP" O W a • TREE MAP DATE: JANUARY 18, 2012 0 �/ \ i •NM 1 s PREPARED B Y.' W.J. ROURKE ASSOCIATES > Ld. Z m ( NYT IS MAP FILED: SARA TOGA COUNTY CLERK'S OFFICE 1 ,n Al, 11 _ A DPALT MAP No. M2012045 H Z o v N � 1--1 O Z 1 W 3) MAP ENTITLED: "REVISED GREAT LOTS, PHASE II (REVISED) BIRCH RUN C) WC) W ItI^l,$ i1MB :� Q AT SARATOGA" '* MAP DATE: OCTOBER 10, 7 986 L'• •1,/ii ro o ^ 6- PREPARED BY: M.J. ENGINEERING, P.C. "I PI r� g , 2" CRABAPPLE W 2 MAP FILED: SARATOGA COUNTY CLERK'S OFFICE ce I IL _ TREE I- O MAP No.: DRAWER "B" AS MAP No. 198 1 IR cn w '�I' I i,w o h '`K 4) SARATOGA COUNTY REAL PROPERTY TAX MAP w M ^ I TELE 56 Z CITY OF SARATOGA SPRINGS (OUTSIDE DISTRICT) W « I 1 I w PAINT :/ ct O SECTION 165.00 J „ a O BLOCK 7 [ SPRUCE` " ° v< 2 Q LOT Nos. 12.1 & 37.1 IN TF=365. 5 I\� \\; Q, Li Q lNV(N)=365.58 , ° i,2°, IN V(W)=364.58 ") w \17,41 M Ct 111 3 r ? ' ce Lu Z tBCONWJILI< STM SWR I ° � DEED REFERENCES:24" ( ) WpI \ Q MAPLE 1) TI TLE SOURCE DEED W•'+ M15IGRANTOR: MELINDA M. BENAYT 7 M APPROXIMATE R.O.W. LINE GRANTEE: D.A. COLLINS CONSTRUCTION CO., INC. DATED: MAY 1, 1986 / n • , ' ! 6" (NOT SURVEYED) RECORDED: MAY 7, 1986 �/ 1 _ BOOK 1127 OF DEEDS AT PAGE 166 � •EE • I EE DEAD END S/r N 1 N 2) TITLE SOURCE (DEED) •ECB / 3.5'SPLIT RAIL I ow 'I/ STOP M GRANTOR: PAULINE JONKE • ,NCE M D T GRANTEE: D.A. COLLINS CONSTRUCTION COMPANY, INC. T ��r S/GN A ' 1 • / 0 D� '\v' = DATED: NOVEMBER 78, 1988 i ( '� g0t o N swRA BOOKRECO1248 OF DEE SDED: BA T PAGEER 27, 9447 ›- 1111111111 / • / / / M� 6 6" OR __ I` / "M \ / '5 �(� GV,,,,i' • - LINE „ ��a - NOTES: \ ,I01 " % PC */ �_ OHUL APPROXIMATE R.O.W. < 1111111111 5P I SIGN ��� h SURVEYED) i• (Nor 1) SURVEY MAP AS PREPARED FOR THE SARATOGA HOSPITAL. Y ' / ,S . OHUL U ‘ \\ r . I` N I '6 2) ALL UNDERGROUND UTILITIES, IF ANY, NOT FIELD LOCATED. TELE NM 1 /1' PAINT ° \ NYT S MH TF=364.00 3) ELEVATION DATUM: 1929 NGVD ° 13. W/ UY INV C E=356.92 1 INV(SW)=357.10 N LEGEND: "SC Z 1111111111 386^-- DENOTES EXISTING TOPOGRAPHIC CONTOUR J I 3 -- DENOTES FLOW DIRECTION 1 • \36 ASPHALT Q IVE -G- DENOTES UNDERGROUND GAS SERVICE > • -w- DENOTES UNDERGROUND WATER SERVICE BUILDING BOL DENOTES BOLLARD H ° SMH TF=367.50 CB DENOTES CATCH BASIN ;15) \ \ N /NV(SW)=36.95 lNV(SW)=363.95 CONC DENOTES CONCRETE M I i DIA DENOTES DIAMETER H • HYD fil 3 ° 6 DYL DENOTES DOUBLE YELLOW LINES H \\0, IM APPROXIMATE R.O.W. LINE ECB DENOTES EMERGENCY CALL BUTTON a, ; H I' (NOT SURVEYED) EOB DENOTES EDGE OF BRUSH , I EOP DENOTES EDGE OF PAVEMENT 15" HDPE I 360 r \ EOW DENOTES EDGE OF WOODS w/ GONG " „ a ', GB TF=361.70 SITE LOCATION MAP 0 . Lit./ i/N V(N W)=356.65 EP DENOTES ELECTRICAL PANEL PLUG M NV(SE)=356.65 '� SCALE: 1" = 2,000' ERP DENOTES EMERGENCY ROOM PARKING a (5) RP FOCC DENOTES FACE OF CONCRETE CURB (2) 12` - °w I 59 GE SIGNS r rI :RU�r- . - -1>1::::;1::11:. I GSP DENOTES GAS STAND PIPE _;� _ -i TREE "0 3 -'� GV DENOTES GATE VALVE (1�2 F/LLEDJ ,r (6) RP FEN 3 12" HDPE �t'iL�J �I r 1 3, ^VINYL •6 _ LP �- ry Lam'. /. ' �} -'f 1 HYD DENOTES FIRE HYDRANT ` I NYr S/.NL :' HIGH �: } } F+ r f ,'S, I INV DENOTES INVERT SMH TF=370.00 9 • SMSR G , LP a- TREE. •LP g S �� i JJ 9 ,Ys ,,,-1 J I i IPF DENOTES IRON PIPE FOUND NV(N)=365.80 6 " ��• I 13 " �� _a__ 1oc = _ •'4 I . s I f � �tl,1 1490 358 j LA DENOTES LANDSCAPED AREA INKS)=365.30 18" HDPE ,Es % / Watec LP DENOTES LIGHT POLE INV(W)=366.00 STM SWR 36g 6^ v \ S&R STRPED pA' NG SPA, ECB Via ! 14 �/, MB DENOTES MAILBOX �� o SS h ST swR - ._ _ ! f Intl I. ii\ M 72" HDPE i ' r , ♦/r +�' r 0 h \ LT PAVEMENT -.,. r . MC DENOTES METAL COVER 3 gSPH �- "," f � " " + ' p' MH DENOTES MANHOLE SMH rF=367.60 6/ s "0 G, lir �� ��IN TF 354.30 L r s.z>o'I�� , �N + ,, NG DENOTES NATIONAL GRID UTILITY POLE NV=353.30 66 � / ® cv WALK NV(E)=351.35 - • , , •, - • " I ,.. fry' 3 • h� K - r1/ r, N/F DENOTES NOW OR FORMERLY / REEfltp N G -pAC S Cyt ,, - NM DENOTES NIAGARA MOHAWK UTILITY POLE 365 OS• •L ® cv D p•RKI ';'•'' !' b 14" ASH TREE. Sl. FOCC STRIP+ �y < j�1 r� ':-" r f NP DENOTES NO PARKING --- 6 - -- ---- PEs I WALK \(VGIT ``_ (~ �y,r �Nrf C. t1 /'' / �` 0 NYT DENOTES NEW YORK TELEPHONE UTILITY POLE 16 s✓ x-lNc GONG __O.D. DENOTES OUTSIDE DISTRICT ASH LA P- J �� o a , �✓ 2" 355 , / i 4 _ / ,_ V 63 ' EOP `a I, 361 . SIGN o a fx SITE / ,,, r {' I Itl y.^... . f' r l - O OHUL DENOTES OVERHEAD UTILITY LINES TREE 36 360 �` / •D .I �(6) B = r TREE •`' r' �� l PC DENOTES PEDESTRIAN CROSSING 15 CONCRET SIDEWALKI� GV =� 356 z y, _ - a Da • Z ��- (■Ailliti CONC �" 4' & 6' HIGH U __, i" : r�' . ›-Z Q d PED DENOTES PEDESTRIAN MPH• ❑UB-� STEPS 8" DIA 351 CHAINLINK ) : - l < I .'! •' z P FOCC �. FENCE , ,. b 7/ } ORET DENOTES RETAININGSIGN �s �s a h o Mc ,RP DENOTES RESERVED PARKING 6o s9 8 ° covc 11*Il .�- 358 a3S&R DENOTES SHIPPING & RECEIVINGASPHALPAVEMEr UoSURFACE �„ `. ta` / ��? ' J In 18' HDPE STM SAN DENOTES SANITARY / �.y _ �,_ ..'__ : fccoBKNR:\.. wA&LH O I,m \ o-, c 4 C rM � s' • Q Q N SQ DENOTES SQUARE 12 H€eE v® �., t .i ., A!t (n C � ; i �,� MH TF=358.15 i cc ® w (� •. UG TANK c,'" a, ._ 1 +,- r • �. JO SMH DENOTES STORM MANHOLE ����` 1IDENOTES STORM WA TER co �.� • o cv on \.,,,_ •� (CLEAN WATER) H ', I ; r �I ,*4.4A:'? U STM _ �* 1SS DENOTES STREET SIGN s/cN LP "' Qj n� F Got{ se !I :���, 4 ` SWR DENOTES SEWER ' II ° U 'LLAR I. 8" TRENCH DRAIN _ il� 1 DENOTES TELEPHONE Icli ° oO �•II �s I) ': • • U TF-357.40 fir TELE ,.. ° 5, I Z O, C°NOPY ° BOTTOM=355.80t ll'ir7414,..irigy„:47,4 TTF DENOTES TOP OF FRAME ELEVATION UP 12-1 O OpAA\,_o 0 111 o I, I•m NV(S)=353.98 �. ��UB DENOTES UTILITY BOX ce rF 3ss.os 1lNV(NW)=353.38 W/ GUYT #0 U '(�L' - -- • I ^ y I•e.y .i tINV S =353.23 X ING DENOTES CROSSING O NII Io . ,„ PILLAR \ - rt--'■'I- �� '� J ' $Id.. -ef II i �1r - ` ititY i • CB TF=355.Bo TREE D 3 , a ,• I,•• . tj. F�• i. r 1. ; INV(N)=353.07 �, f� © 2015 BY ENVIRONMENTAL DESIGN • i w • X-ING 1111 < 1 O WAY' I _ �• •f • 7� 'i INV(E) 352.98 Q PED 1® I �''u. -i r • � -$fdT1 LP SIGN nI L. SIG �' + a , Ia r _- s ' au, ! i s F 7 1 a PARTNERSHIP, LLP, ALL RIGHTS RESERVED INV(W)=353.03-353.03 CB TF 356.35 w GV A t • y + Y. IPI, 7:---r_,... r I Y1 } '^+` O 7 - • LLI L ( )- t- • HYD ASP ALT I 4 _. ti �;'. :• t o ••' n >� . INV(W)-351.98 8' w PAVE NT ° f- - - UNAUTHORIZED ALTERATION OR ADDITION TO INV(S)=351.70 ASH 1 � WA 00111111\ P 0 •!, ; • -. t I' THIS MAP IS A VIOLATION OF SECTION 7209 INV(E)=352.02 TREE Z CROS' x•�:1 `,, w � �• �1# - I- SUBDIVISION 2 OF THE NEW YORK STATE 0 P.• •>r ��. o • • I tl N. b ii/ r • EDUCATION LAW. U /� 9 ,I+a� '�2p._1,J ° -i. • _ +" / rrf /< I I W COPIES FROM THE ORIGINAL OF THIS SURVEY B" SIGN OT AN I- III d� f L' •• . J4 _i . - /}rte • _ U MAP NOT MARKED WITH THE LAND SURVEYOR'S ASH• � �, ' p EXIT' ,, _y, r. /r �'`', -'I _ I I' ••• - •f ., f . f I W EMBOSSED SEAL SHALL NOT BE CONSIDERED A TREE ,n } o �■d SIGN CB TF=357.35 I +' r • y_ . T r. ^'..1 *F.•'. VALID TRUE COPY. '�' o c INV(N)=353.75 ,'., Qr SI: �, r r ;.. i .: r9 ! I ; ; ..- _ _ (.1) lNV(W)=354.11 1� ,;- _ - tli .� .. ..I.! irk I +*' .'1-6. - - 0000 13 JOB 91\ea, • v tRAdla- +kr ;' '' r° rff ._,_a,i - -imp �r .. '� ., e II "' rV �1,_ f xF-, Cyt;.. "Ei�,s ; ---� � . 01 XREFS: NONE PROJECT NUMBER: 08.8782 6 0 / N MAP NOTES: / ° ' " 870 59 24 E cc / 28.43' BIRCH RUN ESTATES In 1. Boundary information shown hereon was compiled from an actual field survey conducted during Il, the month of February 2014 in preparation for map reference no. 3. A field update and / i_i topographic survey was conducted on November 20, 2020 and December 1, 2020. COLUNSTERR m ROCK OUTCROP 2. North orientation and bearing base per map reference no. 1. Bearing base of all existing hospital / S53°10'24"W surveys. S70°21'20"W 366.51 /\ 1 0.12'TO IRF (31C\-\ a] 0.18'TO CIRF ,/ '\�/ 372 374.64 RV R Z 3. Vertical datum shown hereon is based on previous surveys conducted for Saratoga Hospital which ' originated using the first floor elevation of(361.90 feet) at the main entrance of the hospital N31°51'17"E j / 'c)' a] taken from "Record Map of the Saratoga Hospital" prepared by Rist-Frost Associates, P.C. dated 10.38 i / �� \ SARATOGA GOLF&POLO CLUB ri October 21, 1983. 364.81 12 Na °00'36"E C9 lir.4. Objects shown on this drawing with a distance indicating how far that object is from a particular MSO /M�/ LPO 20.00 S 00 + 374.65 SEWARD STREET p line, lie on the same side of the line that the offset distance is written. /^zO / 372.13 / 373.44 373 74 59,2 4„ SARATOGA CIRCLE CENTER ^ u �`° / / S36°31'57"W / ZI3• F SITE 5. Underground facilities, structures, and utilities have been plotted from data obtained from 365.39 + / / 0.13'TO IRF 09/ ME�i T previous maps and record drawings. Surface features such as catch basin rims, manhole covers, �7.• 3�� ^/ M / ° water valves, gas valves, etc. are the result of field survey unless noted otherwise. There may be // + 372.58 M 24"W/ELEC 74.44 + 374.40 w other underground utilities, the existence of which is not known to the undersigned. Size and / * + 37. -1 MORGAN STREET c Lands Now or Formerly of + 65 4 373.03 N 01 + 374.53 location of all underground utilities and structures must be verified by the appropriate authorities. SARATOGA GOLF & POLO CLUB, INC. /j / M ^t, 374 2 + 374.02 i1 + 374.61 Dig Safe New York (811) must be notified prior to conducting test borings, excavation and Book 574 Page 366 f 572.43 373.33 ^ 374.50 �� 0 construction. Tax Map I.D. No. 165.00-1-7 / / 1' ' s a w +466.82 / + 374.65 6. This survey was prepared without the benefit of an up to date abstract of title or title report and is / ::4137 AVERS 12.. + 374.12 374.37 IRF AT CORNER WOODLAND CT9 373.74 + 374 81 + 374.39 + 374.63 + 374.63 FREDRICK z therefore subject to any easements, covenants, restrictions or any statement of fact that such 6 / w cc APARTMENTS 0 '2 373 88 SHRUBS 375 GARDENS documents may disclose. 2.35 + 4' + 374.77 + 374. OELEC 373.85 374.47 > z 49 BENCHMARKMETAL POSTa N32°31 37 E / 373.89 37 .7a 374.37 3 STEP II ° PEARL ST - y _----- \ 373.92 61 375.29 374.76 PATIO CORNER 374.57+ n 129.18' / �RBECUE zo ELEVATION=376.93' 374.50 AREA 4' p I 374.72 374.54 +/372.7fJ 374.04 9.i, 374.91 + 374.65 3/.91 c�0 flip 18" 374.04 SHRUB 375.02 SITE LOCATION MAP MAP REFERENCES: a� / 375.07 O 375.03 /�� 372461 374.06 b ti \ 374.60 SCALE : NONE 7367.81/ 375.13 ^ 6" + 374.53 + 3 38 1. "Map of Proposed Lot Line Adjustment Prepared for The Saratoga Hospital, Inc. Church and Myrtle // ti/ I 37 .3 + 374.51 + 374.3 le 9 �� 375.13 375.05 Streets"prepared by C.T. Male Associates, P.C. dated February 16, 2011 revised 7 4: T 375.22 + 6.62 /+ 368 8 374.04 + 375.10 B� March 29, 2011 project number 08.8782 DWG No. 11-128 filed in the Saratoga County Clerk's POST w/ LE�° illp 374.05 374.14 ^ o`' .r %' 3\5.34 9c \ + 374.47 + 374.30 Office on May 6, 2011 as map number M201174. IRF C�RNER / STONE PILLAR b� ^� ti QO- Q SOA 375.09 + 374.44 + 374.46 I + \ 15" 374.08+ 373.91- C/ �/ 375.28 �• + 374.7u + 374.75 2. "Record Drawing of As-Built Condition, Portion of Lands Now or Formerly of The Saratoga 6 372.09 + 373.26 �� TO 3 ,.; �� G 374.98 375.os+ N47°20'11°E 367.14 / �g m ` 375.03 + 4.41 Hospital, Inc. C-2 Office Building"prepared by C.T. Male Associates, P.0 dated 372.01 / 37444 eA.` c�� 374.98 374.53 160.72' / / + + 373.76 �O \ O� - WALL + 374.74 December 3, 2012 project number 11.1319 DWG No. 12-690. 368.69 372.99 373.19 CO CI v �P 477 24 374.93 374.61 (160.93' DEED) 367.26/ / /// 37.28 \ + 75.68 +374.43 3. "Boundary Survey Lands Now or Formerly of Gary P. Dicresce & Nancy L. Dicresce 55 Myrtle // 374.01 + 374.2+ 'l, y• /IN 375.02 la 24" 371.95 374.28 375.30 Street" Prepared by C.T. Male Associates, P.C. dated February 28, 2014 project / / 3 �� N. IN 24' + 374.38 number 08.8782 DWG NO. 14-161. / 373. 375.1• 37a.e7 j TWIN 18" '49 WINDOW WELL i �I/\/ + 374.67 + 374. 374.47 / 374.71 �� 375 3 \/ 375.00 + 374.66 /373.01 / �yq�y 375.09 375.05 /371 3 374.64 i/\2 CONDUIT 374.65 /IN + 374.76 + 374.8 // // + 374.78 + 374.51 + 1/_ 60° '.o' 374.95 37p375.01 T+P376.93 ` +//35.66/ / 18/ / + j/5.82 �(6//.�/ CSN►SIT • 4, + ` / / + 372.66 1 ( CO' SUIT AC'• M blo'I' y SHRUB 375.13 + 375.2 '375 + 374.73 + 374.59 ^h 368.63 // 374.67 O 'O 1 + 374.85 374.91 + 374.59 / ^ ELEC.CONDUI375.15 Iii M 375.19 Lands Now or Formerlyof Co� + + 374.53 HEAT PUMP. 2g //ACBS 12 8" + 375.03 \ 30 -7---73;Z.-66---..... , 1A ll/ .1, �, • /v A v/ N�j THE SARATOGA HOSPITAL 1$" / 373.35 M 375.22 365.53+� �o°� �3u.79 BILCO BOORS L �' 24 O 374.72 Q '1'- 375.11 1 + 375.14 /\ 24° o �� TWIN 12" 375.03 374.8 Instrument No. 2019017852 10 o n STONE STEP 84 M• .L� /'\ + 375.19 375.41 365.81+ 367.97 M M M + ^ J� 374.65 0 + 375.14 12 374.98 + 375.29P W/RISER 37242 M 3 s.z7 + 375.32 + 374.96 Tax Map I.D.DNo. 165.00-1-37.1 SHRUB h! 375.28 + 376.00 24" 375.12 NG 20 NYT 12 374.68 375:19 U + 375.14 375.44 369.95 M^ 373.83+ �� 11111 375.14 375.45 30 A 'O 368.20 372.86 8" SHRUG 375.09 375.74 375.34 /\ + 37 .23 /ROCK OUTCROP ^7 6"SHRUB371.9 374.61 374>�, C��O? o �o 364.76+ 24" ,,,/ 374.38 75.14 375.18+ gLP - 375.25 + 375.51 LP + 375.38 + 375.31 + 374.64 Q SHRUB 375.25 375.30 + + 374.84 + 375.50 + 5.47 + 374.54 375.28 + 374.96 1 374.05 + 375.21 \� 0 370.06 375.08 /\qL 24" NI 24" 364.29 372 90 +63744 3 LP BLACKTOP W/OVERHANG& + 375.10 ��CONCRETE PAD 375.11 375.30+ i/A 4. ± I - + 374.66 374.69+ + + 372.37 + 374.15 ° UE + 374.28 / / 369.37 / HEAT PUMPS _ 375.19 374.83 363.45 367.12 374.74 - + + / / 12" 375.09 375.09 375.08 374.93 //// + 375.15 + 375.07 LEGEND 374.91+ $" \!% U + 375.14 374.50 802°41'47"E 373.54+ 374.95 �� F / // 369.14 / 77- + 374.79 + 74.93/ 374.96 0 LP 374.87+ �/ �\ TRIPLE '' '- + 374.12 / 0.44'TO IRF / I/ 374.69 / \ 375.04 //I 37+4.60+ +374.55 + 3772 .� + 375.77I 364.42+ • / / WO STEPS 374 73 e + 375.90 539 37483 1$° 18° 374.88 374.1 CIRF 0 Capped Iron Rod Found 373.75 374.83 + 374.05 370.74 + 375.14 1$" + 374.76 + 374.88 + 373.73 ' 365.46 / / + 2 GO I 1$ + 375.08 375.39 \ pir + 374.42 48" + CBS ❑ 3 37s.1� 374.73 + 374.04 Catch Basin Square 11111 / 368.97 372.55 14' 6;3, 374.87 374.92 \// / / + 375.5 lip15" • a RpF HEADSTONE flA� 1 375 _ 374.97 375.94 373.99 / / I 375.88 375.16 Mo' 2sTo 3jS 3749 �\ 18" Lands Now or Formerly of 373. 6 / 370.69+ I SHRUB SHRUB Wo Ry 02 s.la 375.7 cq oo 375.18 THE SARATOGA HOSPITAL 375.69 \ + 373.42 Guy Wires �c 375.12 375.10 Instrument No. 2014010289 BUFFER Q ^75'69 F O1-4/ STONE 375 375.01 + 375.01 374.19 373.80 / / EASEMENT 372.44+ 00 3,, M PATIO _ _ ` Tax Map I.D. No. 165.00-1-37.2 374.98 37550 \ \ + 374• HYD 0 Hydrant 374.74 + 375.59 37 Y S UMP a 36• �� �76.1z �3�6 374.74 4 BOOK 1410 375.10 4" 3' 375.42 373.55 , 373.59 O / 376 72 376.67 AREA=142087.81 SQ.FT.OR 3.261 ACRES 375.17 \ / 373.38 + 373.74 / PAGE 782 325_jZ + I 3�4J + 376.25 _-_ / IPF 0 \ 374.53 �� + 373.68 Iron Pipe Found // 374.82+ ...II 4 GRAVEL + 375.06 \6.34 / //// + + 373.68 \ 375.48 374.95 ^ 376.61 374.92 + \% TWIN 15" -377.06 374.93 /\ + 373.71\ \ 24"PINE SHRUB 3-15 �+ 376.19 + �� 1 \ _H 375.02 + 374.71 / + 373.80 / //\ + 375.27 + 374.95 + 374.87 31A� + 373.7 \- + 373.37 O 374. I IRF 0 Iron Rod Found + 374.82 373.01 I / + 375.80 374.72 / G` �� + 375.47 012" 313-- 7/ 13- 372.69 0' \444 + 373.73 + 373.40 / 50' BUFFER ZONE + 374.59 +374.74 / / + 372.63 LP ° Light Pole / INSTRUMENT 374.66 374.70 / 372.53 \ \\ 16"PINE 374.77+ 374.54 + 374.67 + 374.12 // / NO. 2011028315 \✓/ + 374.68 / 374.14 + 372.15 + 372.14 •313 372.97 + 373.73 + 373.12 / UP NYT 11 NG 19 MB o Mail Box / \\ \ + 374.77 374.01 / GJ / 1 / + 374.89 P 372.33 + 373.53 I + 374.81 + 374.54 + G �! TPED 374.34 12„ 11. / 371.99 rt, Y UtilityPole / LI 16"PINE \ 374.80/ + 374.71 372.59 372 __ �2 y +3725/ / / U'1� \� //A 12" + 374.37 + 373.88 / 12„ + 371.97 + 371.6• 6 + 372.77 + 372.19 / 16"PINE + 372.90 /\ + 374.64 373.93 / / + 371.89 A_, �/ AL 24"TWIN PINE -\ + 374.65 12"N / 12" $"CLUMP 1z" 371.69 , ��� + 372.66 372.06+ + 371.74 + 372.41 WATER VAULT O / 4, V \ UT 374.96 ��� •U aliiiii � \I✓/ / /• 371.46 371.97 , � Q� ID 20"MAPLE 6"PINE NI/----- \V/ 375.27 i\ 12' 373.07 + 371.48 y / / \ �\ 6"PINE �\ 18"PINE 375.51 Up + + 371.52 .66 �� �+ 371.90 c����� ti / 10"PINEy� 8 PINE 375.0. Nv r 37-_00 �'51.47 / O /\ /\ / \/ I�� 12 \�/// / +� + 372.21 Q O / �A 6"PINE / \V/ 371.46 371.30 O 0) (0 10"PINE �ilA /1 / 373.72+ �\ 12" 371.40 S�//,�Q Q� '1' V� Vy/ 371.31 +139771+.7-2----____ 371.72 + 371.59 371.62 4) v��, O• / 14"PINE ��� 10"PINE (iT �\ 10" + 371.46 + 371.22 + 371.23 , Q 16"PINE \/ 1 371.49 �V•0 O� .• / \ 1 j ,--,1'± 371.65 12" + 371.48 -371 + 371.27 + 371.34 �c� COQ �� �� } / / 12"PINE / A \ N70°59'24"W ® 371.26+ 370.71 `V� �� ' 8"TRIPLE LOCUST / \ 720.70' UT 371.63 + 371.32 + 371.20 (+ 372.28 + 371.19 + 370.7\ + 371.61 373.30 373.52 , [ \ \ (720.35' DEED) \ \ 371'46 '\� // / 1 ` + 371.21 \ + 72.29 371.11 -4-\---3,70.96 , 371.68+ U \ LP° + 370.67 \ ` + 371.40 \ \} 372.06 \ 1.Jrii + 373 \ T /� 371.00 �� \+ 371.01 Lands Now or Formerly of \ \ 37o.s1 / 40' BUFFER ZONE 371.94 _� THE SARATOGA HOSPITAL, INC. \ \ 371.68 371•45 371.35 371.21 M 373.21 373.38 4 _I \ \ 371.60+ _ 371.26 \ + 370.85 1 O 4',;) / ook 1454 Page 41 / ��' '. T Map I.D. No. 165.00-1-44 \ \ \ \ 7107 371.30 371.19,,' i 9 � 371.10 1 / J�Q�J ° \ \ 371.x7 + (T TWIN 12" BRICK 3 201 co O ler \ RETAINING WALL �O ~'O� / `J� H C \ \ \ 371.23+ 370.89+\\ - + 371.30 371.22 + 371.25 373.08 373.06 / / / c,. at 1. \ 71.0 371.24 + 371. 4 O1 / / \ \ 371.11 ill P% 7 - \ \ + 370..' + 370.85 371.56 ��� 372.76 I N M19 6 / / � 371.27 \ UT 370.88 + 3,,,,,.,,,,.„71.16 36 I 70.58 ii / w.• I \ \ \ "TWIN UP R 372.92 \ + 370.46 1.2'1 0 NY 10 + • 2.00 372.85 0 \ BUFFER 371.45 I 371.84 \ NYT10 372.17 EASEMENT 370.35371.25 37262 \ \ N 372.59 372.89 MORGAN STREET UT + 372.13 ui / / \ \ BOOK 1410 PAGE 782 371.92 / 2 STORY BUILDING \. \ \ \ \ 370.29 371.30 �r •8 371.71 + 372• i;:..')".1. + \ \ \ 89°55'05"W �,'� 371.80\ +372.54 ' 372.04 3'''i:"' cn \ \ 0.27'TO IPF 371.74 _ _ <n - - � „ \ ' \ � BENCHMARK ��I 3+•s9 ss �- o " - /yoP / + 370.39 371.04+ MB + / 32.60' +•:•' 371.84 cn RU BIN DIALYSIS HYDRANT N.H.O.A. SO4 10 11 E 372.32 m ST \ ELEVATION=374.86' o HYD wv 371.68/ (32.57' DEED) N / CENTER `x/ J a 0 CL �'.... \ \ / -----\ Q +1370.91 w I FFE=374.95 \ . \ I a/ / ' \ • •-...•.. •a-';`' \ WV O 71 i' I \ Z /CS) • Q H MI - :..;...:! \ 371.14 LJJ J I IIr Y 0 1- UP I m 371.06 W V ,t.-, ''• :I:4: .I: S ;. Z Y '' .. I I G Ce :v Z .,,v*:,50-mozmz3 ., sz::. ..... . .. I z • : .5' . * /14.. S' :,,,,,,,,, q. B ul R I I s. I c c colic. , ul / c q o jr •-'i Ci 18" DPE 1 b N •c N \ 1\\ 1 •d G I R N S 6 N S 7 % 11 \ H D I P w WOODED F al 0 cr' RAYMOND T. LIUZZO DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR N P.L.S. NO. 50366 ADDITION TO THIS DOCUMENT ISA BOUNDARY AND TOPOGRAPHIC SURVEY m VIOLATION OF THE NEW YORK STATE o A EDUCATION LAW. LANDS NOW OR FORMERLY OF 2020 THE SARATOGA HOSPITAL a BAR SCALE /3\ C.T. MALE ASSOCIATES 30 0 15 30 60 A 55 MYRTLE STREET m w w APPROVED: MN 1 inch = 30 ft. ro DRAFTED : DBT CITY OF SARATOGA SPRINGS (OUTSIDE DISTRICT) SARATOGA COUNTY, NEW YORK z A CHECKED : DGD L 7._ � C.T. MALE ASSOCIATES A- -a c� "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH / \ PROD. NO : 08.8782 Engineering,Surveying,Architecture,Landscape Architecture&Geology, D.P.C. 0 THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 SCALE 1 =30 WE �s] SHEET 1 OF 1 COBLESKILL, NY • GLENS FALLS, NY • POUGHKEEPSIE, NY [ QDESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID JOHNSTOWN, NY • RED HOOK, NY • SYRACUSE, NY www.ctmale.com DWG. NO: ZO-GIG TRUE COPY". A DATE : DEC. 1, 2020 / // / //// ///G_ // T/ / v / ' , /°J ' / / I GENERAL NOTES Lig 1/,<0.% /FORCE�MAIN / ® I I � / / 1 �/ / / // A* / 7 / /,_,_7_1_______H, 1. COORDINATE ALL ELECTRIC UTILITY RELOCATIONS WITH NATIONAL GRID / PRIOR TO CONSTRUCTION. The LA G ROU P / / / /ice ' \ 5 )I / / / / / / / / ( � z _ 3, // V / / / 2. SEE L 7.0 FOR EROSION CONTROL NOTES. Landscape Architecture&Engineering P.C. / / / f / // / / / / /i � � �� AD / / People.Purpose.Place. ��� Z ��, // /5// / / �, / / / / /,� / --� - / STABILIZATION 40 Lon / / / / ) , g Alley p: 518-587-8100 �" // / //Co i vg0 / / / / k/ / // / //7 / 3 \ � 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE Saratoga Springs f 518-587-0180 ��/ � r// / / //r , / /// / // // / / )( /) j. �� / 38 IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY NY 12866 www.thelagroup.com <v / �� / / V / /// / J / pQ / // /Q - / j // / // / /) / / / i3 383 / CEASED, BUT IN NO CASE MORE THAN 14 DAYS. ���� / / /`4-Q / / / � // // i / � � // // / / / / / / / � / i / - i / / / / % / �i �/ /A / / fr r 2. STABILIZATION OF GRASS AREAS INCLUDES HYDROSEEDING USING TACKIFIER ON Unauthorized alteration or addition to this 25N'(// // /// / • / ' ' / -� // //z z / 7 / /- SLOPES OVER 3:1 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW document is a violation of Section 7209 of the / / / New York State Education Law. / A MH F=�52.�0/ /7 i i �Pl// / / / / z � -3 ,9�- �3 zzz�� / MULCH WATERED INTO PLACE. �k // �/ / / IN :)=348.16/,',/,„-- j % / / Zj p ©the LA Group2020 �/' �� �'/ // / ( y �'Op 3. SEED MIX SHALL BE COMMERCIALLY AVAILABLE SEED MIX APPROPRIATE FOR THIS Nr//// / / �� i /z/i i %7 �� -. z z..._ �zli � // �l RTy CLIMATE, INCLUDING A BLEND OF FESCUE, PERENNIAL RYEGRASS, AND KENTUCKY 3 /// // / ' / / / / 0 z Zz j�Z///j Z 7 r / , / i , , e rr l - , -3 /1/F BLUEGRASS. UP TO 1%ANNUAL RYEGRASS MAY BE ADDED TO HELP TURF Prepared for.. �/ / / �// iie/ /i / ii � .�.. . ' .. APPLICATION RATE SHALL BE IN ACCORDANCE WITH��/ H rat Ho ital ,. � MANUFACTURER'S RECOMMENDATIONS ALL SEEDED AREAS SHALL BE MULCHED WITG% j ... .:. . :. WEED FREE STRAW AT 2-3 BALES/1,000 SQ. FT., UNLESS HYDROSEEDED WITH WOOD q i / f/ / //� /// / / / 7 // �� I • -g3 .• A. . FIBER MULCH &TACKIFYING AGENT.... _ . ,.� � / •�2 .. 211 Church Street 4D '/ ��� // /i // // // / / / / ' / z/ _ / \. CONSTRUCTION SEQUENCINGSarat g prings, New York 12866 o aS/ 4 k' / il-',: ' z / / �/�/'//- i/ ,// � ' ,/ ..., ...:. :.:v �.. . :.... . < 3 // / / / //j/ //// / 7 5 / // / / / / % : / \ N. A : ..--- 1. STAKE THE GRADING LIMITS OF THE PROJECT SITE AND INSTALL SILT FENCE IN AREAS / // • / // / / // i �// 7 / 4 , ` INDICATED AND AS REQUIRED TO CONTAIN RUNOFF. MH TF-355 �h / / INVN)=3.509 j/ / / / / / / / / / Z / (S)=357/05// // ei ". �. .� - _ 2. INSTALL THE CONSTRUCTION ENTRANCE AS DETAILED. / 4 ti //// / / / / / // / . ' . -:... . . // // / / / / / �� 3. IDENTIFY THE LIMIT OF TREE CLEARING, TO BE APPROVED BY OWNER'S REP. / • / 3 5F . r 4. CLEAR AND GRUB WITHIN THE GRADING LIMIT LINE. REMOVE ALL LOGS, STUMPS AND / / / /// / ///// / / / / / / ,{,� N .: . . .: . \ ' .� ': :. .'�' . \ DEBRIS FROM SITE. / / . // / ) / l / / / / / / / , .,_ '. ;. . '...:' Vii. / P> w a// / / <9// / / / / / 3 �Z.. ' .�''. �,' / 5. EAS SHOWN ON PLANS. / / // // / / - INSTALL SEDIMENT CONTROL FENCE AROUND STOCKPILES. : / iii.!/ / � / / / / � . . . �. . . . ...::����:.'.���� .�' � �. ��..';�...���.� �:.. ( �... :.�:.�.�.: �. :��:. . � �. ..:.�.����: ':. � . . �. '. .; . .. ::.�:. � --�- i�. / // // / / / / l ! j: �......:.' /: �� : . ( 6. ROUGH GRADE THE SITE AND SEED AND MULCH TO STABILIZE THESE DISTURBED AREAS // � / / /////// / / / / / / �::. .'.. :: .. .. .:. .:. ..�:� .. . /. ... ,. :. . . .'. 1-' �: �. ;%. :. . .... . : �. / ; WITHIN 2 DAYS OF ESTABLISHING GRADE. oX ./ / // �/ / / l / / l / .:.:. :.:: . .'.i .::. :. .. . .. .. /i\/// // �/ / .. .. ..: ...... T 1 / 7 1 / / / . . ,. ..., ..�. .. � '�� . ' ..' .. .: . . �'....� � . � INSTALL UNDERGROUND UTILITIES MAINTAINING GENERAL DRAINAGE PATTERNS FOR / / / / / / / /� ' i: .... ,..:. / � / / / .I { STREET RIGHT-OF-WAYS AND UTILITY EASEMENTS. PLACE SILT FENCE AROUND SOIL / / / / / / /O // / / / /// // /// / ;- y ' STOCKPILES THAT ARE TO REMAIN IN PLACE FOR MORE THAN ONE DAY. / / / / /// / / /7/ / / / / / l : ..' / ' // // / / / / / i II( { �/ / 1 I ,� PATTERNS. PROTEDCT ALL STORMWATER COLLECTION(SYSTEM INLETS FROM RECEIVING / / / / SILT LADEN STORMWATER. j... ---- / / / / / / // / // // / / / � i` •r - o i �/> / �/ I , - )/ / �.' ... ... 9. KEEP STORMWATER INLETS PROTECTED UNTIL ALL DISTURBED AREAS ARE STABILIZED. / / % Cc/ / / / / I \ \ _ - - - I A , �jr // / i : : - 11 10. NON-PAVED AREAS a ��� ERMA ENIT STORMWATER ACIIL TIES HAVEEEN INSTALLED, REMOVE ALL PROPOSED / /////////z,/ /52 � - - - _____- -5 � �� �' �\\ :.'.. ... I : /:. � /.. . . i �: � _ . ,\ ^ -moi �i 1. i, , \ \ / // ,/ J: .:j .: f ( AND COLLECTED DEBRIS, REMOVE SEDIMENT CONTROL FENCE AND DISPOSE OF IN A �j �:\\\.. :. .. :'}:.. TREE PROTECTION - 1 // // /// %/ / //\/ / / I f LEGAL MANNER. OVERSEER AREAS WHERE LAWN IS NOT ESTABLISHED AND MULCH. ��7 \\\ ✓ FENCE, TYP. • - ' / // / / .� �, ; / I , X36 - - - VA� \ ... y����:. ' . . / _ _ _ .�: ./.,...„1. � . !� F M ,st y ' / / \ \. ,� ' / / / / / r /,,, -,• / , / 8 I I\ / / / �. . �. (1)/ // T :g :/pOpp :.: :\.: .: . 4 / 1.' / : •;•;•;•;•��;•. REMOVE AND DISPOSE OF EXISTING M / / / / \ E _ 55 Ap 11/ / // / / / / /n,' ,,.TYP / � / � ( : �.� \'0000.•• \� ` / ��..\-.. .. .., SS:•SS'.•S� / CONCRETE PAVEMENT, ✓ .. PROPERTY LINE I----114111W1111111khi TEMPORARY TOPSO L I R N3 / EMOVE I l/ I STOCKPILE LOCATION, TY0 �q t iS' .. EXISTINGIMP Jr d// // / \( C % .:. ...:. :. • PROTECT EXISTING ' � I --/ii . ._ __ � � AD// TEMPORARY SEDIMENT TRAP CONTRIBUTING AREA=±1 ':: • ___ / ' A 0 TREE PROTECTION >\ \ ' `D : . .i'.':TREES TO REMAIN � � �� '� I ACRE PROVIDE MIN. 3,600 C.F. OF STORAGE i .. ._.__ ` / • .., FROM DAMAGE DURING' : %;. . ts�' ,. '4• FENCE, TYP. 7I I / /A'A -. '.::'/ _-'___- ----- AskCONSTRUCTION, TYP. / o ( I 4 RIPRAP OUTLET ie..' L-8.0 / _.___._.__%:______:____-._:_.__,__-.-____:_-. -. t • >,. 0 TREE PROTECTION / PROTECT EXISTING TREES ®►i / ��\/ �/ EXISTING BOULDERS CHANNEL a_--- --÷---7----- ---7---=__---7-:- : FENCE, TYP. '. TO REMAIN FROM DAMAGE'!• 87 / / DEPTH=1.5' // ____ _____. -k 3 / / '' TO REMAIN, TYP. :-_ .�. k' .`Y.. DURING CONSTRUCTION - - LENGTH OF WEIR=4 r, - - k ' . '� - - - ---- / � / k REMOVE AND DISPOSE OF EXISTING _ • - k :. „ „ - 3 75 Project Title: / 'i �,A //17i 27� /.. k UTILITY POLE NG 22 AND GUY WIRE, / / - ---: ' ,Il - / / REMOVE AND STOCKPILE , . / TYP. COORDINATE RELOCATION /.: /.. I I ... �: ' ' - 272 // /// n/ �� ttiwo* • Myrtle Street • EXISTING BOULDERS FOR / WITH NATIONAL GRID. , �: / .: I /. (:. .( -1 ,i i • RE USE ON SITE, TYP. i/ ( / � - 1'1Medical Office \ \ , L . wiliF 01. S I ;/ I / + REMOVE EXISTING ...' %/.: .... . .4: g // /3737}373.8I�ry�}'�-f-• �M • • \ 1t}. .ITEMPORARY \ .: OVERHEAD UTILITY LINE, ` % ..:: :',� �.:��.: � .`5 /. \ (4.4.0t#444fritte.V1444.#16#4.4.#14#1.4414.) /x,/ .� � Campus / / +373.85 �.x.J Co /N J �7 • i :. ��� ... -5,-3 /3- .... /!. .. / 3r> S C�, ' DIVERSION \. .: .: .3 . i TYP. / }373.92 Q / �.04 G .. : DITCH \.... ' /.1.4,461.#4;44,4Att �':/ / +374 / . ` \ , , / r .. . : � '... LEGEND 55 Myrtle Street /� 374 ' SILT FENCE, p % :.. REMOVE EXISTING / / *37 374.!., L-8.I / ... . .: . ... .,� ' '../: ,�.:: .. ... �j�/ �/ TYP. ♦ :. ': . : � ... .. \ \�.j TREES,TYP. -3.86'- ... . 1 & 17 Morgan Street �j I 375N1� ..:.:.:.. . .. / i' 1 ' ' PROPERTY LINE / / / ��- +37404 / \ \.:.. �. '... . ..:. ._ _'.._ / Saratoga Springs, NY 12886 > F REMOVE AND DISPOSE OF �/ .. " ..: 3 REMOVE EXISTING. . ... ... ... ' / /�/ / / EXISTING ASPHALT PAVEMENT IN / . . 1- - / MATCH LINE /j` �i S G S _ • j VEGETATION, TYP. �::. ::.:' .,.. �/. -7- --_____: � / et�� I 1�h` (��-� A LEGAL OFF-SITE LOCATION, TYP. \ littAtif - REMOVE AND STOCKPILE SUITABLE :\ ' 1. . .. .:\ :. .� . :- /: '.... : / /// .71C \ .�.. II f .. \ - 272 CONSTRUCTION LIMIT LINE (13.1 AC) :. . MATERIAL FROM EXISTING DIRT PILE. ANY • 7 / 1G� / UNSUITABLE = / / / \ . . L�:.: X r MATERIAL SHALL BE DISPOSED: ,/ .- it I- stz // .i 3 ♦ : :: ..': : . Xk. - ��._ ..�-�. \ � • .275 EXISTING CONTOUR 37 + ..: .......: �' OF IN A LEGAL OFFSITE LOCATION. s �. :. f : . I .:... SIV_ �.. .._ �( � ... ., / / -�374... / (/� /(y \\ .. .. .. ti I 374.., ,...,,.,. � / : .. . . . � : � •� ,. �.� � � : '�'�.�.�:.. � 1. � \.. �:..�I� :..:�. �:., � . Ip REMOVE ASPHALT PAVEMENT / �'� d ;'� . / .. . : REM VE AND DI P E F ;i ' I. .. .. .... .).� ® ��� ��� --- '� i, �� .. I� . .. i / X . .: :. :. .:: 0 SOS 0 1 \ V . ..:'. I i ��. ..I.:..: .. 3,•, .�'�_ .. ��� .: . .l ... . . ..' .. .� ,� .. ... •: � �. . . . . :I' >�. ... . � .: . .. .. . ::.' n'. �� - , -277 �r�,,��'i, ,, �..�. �� �.... .. .. ;. ... EXISTING UTILITY POLE"NG 20. . .. r. . ... I ... " . I :. �, .V�!� 375 -. x ..: ::;.� :' '. .: .. a. l ♦�������♦ REMOVE CONCRETE PAVEMENT / / `✓ , /// / � I fl l \ h I � - ........ 0 CO C /. i X �� �F �� ... .::.....:.. AND GUY WIRE, TYP. A \.. ( . //p/'. PO ' ,( i I., 10- . . ... I ♦�������♦ � � '�.� � � TEMPORARY �� �.. '\ � � �� � . r:.. l DIVERSION DITCH �� •� .�.:'. ....° .�� .�. ��.. .. I REMOVE EXISTING VEGETATION I� �;�:r �, �. / '... '. � REMOVE EXISTING �. :.� I 4*, �� : ....: . . .... �. .. /. ': . ./. 1• �' x -_ .•`�: � � � � 1► . .. . �:... ':���.:��.�`��x. `�.�....�, OVERHEAD UTILITY LINE, TYP. ���. - - � / 1 3C / 0 STRIP AND STOCKPILE TOPSOIL ... .... . '. .: REMOVE EXISTING .. . .. . w /�►i• Project No.: 201517 / ®, •rte . . ..' . : - 1/ 7 :' z J TREES TYP. . -� ,. .. ,.... .. . Design: CMI / •� / -.. 9 3. ,. O } �`: STABILIZED CONSTRUCTION ENTRANCE -- . :...... 4 STRIP AND 0 0 0 0 0 ,�. H / 37 �'. .: cJ Drawn: BAS Ch'k'd: MCB REMOVE EXISTING.. REMOVE AND ( _ - T STOCKPILE TOPSOIL, � 3, _ II r TREE TYP. . I b/ - p ER s, ► / S, DISPOSE OF EXISTING w Date: 7/22/2021 Scale: 1"-50' B� / TYP. ENT / • / .: . U M . O' _c - � UTILITY POLE NG 19 W g.•K14 ) 3 _- _�. .•� .. .. ,- 3xxxxxxxxx REMOVE ITEM ,AGE 7 / \ .. ., .. .. .. :. .. .. n .. .. /M\ VV 1 P Rev: Description: Date: R P E x N Ll N �o E ... / X REM VE EXI TIN - -: / SF SILT FENCE O _.� 1:t.1, ERZ• E E 4 / 1� SF.. 2 X . N f♦ "/:�-.-LIMEN .:D �'. .. A 60 / .. .... .. .. .. .. /•.. �/ .... '/ ♦ • ..11028 / • • LINE TYP. REMOVE AND STOCKPILE {" D• �at, �i aDi . / / �.._.. . � EXISTING 0 0 0 0 "1�' _♦ "� / ,i' / . . .. REMOVE(10) TREE PROTECTION FENCE 6 / / / E TING BOUL n OR / ar7.14r71 ur ►' �. / REMOVE EXISTING/ uk �,_ E . . ; . '.: . ,1 oL SILT FENC S ITER TYP.F. \ - � ( 3,5_- �.._.4� $, L-8.0 .. . TREE,TYP. / . .. .. I'. ' :' TP 1 / , � /• TYP. __ TEST PIT LOCATION (SEE SHEET L-8.5 FOR DETAILS) Y �iA. , . - ur - /. , ,. r' EXISTING BOULDERS RE-USEONSITE, ►. s REMOVE EXISTING �c CONSTRUCTION i �.,1 .� SF LANDSCAPED AREA, TYP. / F '.'. SILT FENCE, TO REMAIN X TRAILER/STAGING T \ / � ..IIS. -- 2 Iv,...:.,; `-•- .,. .. :..: ; .. '.X...... :� �'.. .� ..-.. ., TYP. :, .. .` - - i `: ��U > > TEMPORARY DIVERSION DITCH - .., ur �. / • :. LOCATION y:" .. _ Nr it / • "7 lir � 375 \ J :.: �... :. E, N eraway-mr~.... \ , \ *,,' vvv__ \* .�. : .... ?� .. . � '� �X�t.i �� L.._ I �,�� 71 Drawin Title / �...v ,„�� .nom ,. RZO,`.�.. I .. .. .. X� FSC �J ��AW I 0I 7� . "' / , �! � �r �� 4px� 5F' ` 707_Y .INF.: ... �.: �� _ ' ... ..� �. w �.i , 41 0 i 7 - ._, ' � .� � , �_ � : i =� i - : T - Plannin Board # xx•xxx Site Demolition, i �.✓' 7_Fiii _ - - - IApproval Preparation, a n d RI / p�''I'V 1 �� �„ ,;��� CONCRETE WASHOUT L 8 0 w�STABILIZED��STRUCTION ENS-TRANCE, TYP w �- - "� 0 Approved under authority of a resolution adopted ESC Plan ' MATCHLINE: SEE SHEET L-7.0 I�- �I _ �• I _ ' / i"c° , i( I _ /. , -8 0 �j - by the Planning Board of the City of Saratoga Springs. / 3 ■ - 111111K (Ili& �� \ %� \� I Ill N- �� D o o �" r o .\ it M t- FOR OFF-SITE REMOVALS PLAN I Drawing No. E �' , V • � REMOVE EXISTING MASONRY Chairperson �� v� - PILLARS AND WALL oo_ I 1 Rus ce°7ER sls AO y-� _� 1 \ ii 50 0 10 20 30 40 50 m_ \ N2 ci ca,o 1z HQ 11 FFE=374.95 ,,,,E lig G G I- ca �® i- � Date Signed: �� L- 1.0 / I �� Scale: 1"=50' •A, ... .. �. -♦ /4t / ` . ,' O� ;' v� ®A o - • °° O The LA GROUP I •/ _ • • \� J�/' •' I Landscape Architecture&Engineering P.C. i • ` �� ��� People.Purpose.Place. • /' `•• O PAR G FOR FULL BUILD OUT 2l�rQ�/� %‘'7S% ) OF EDICAL OFFICE BUILDING ��� 40 Long Alley p: 518-587-8100 / �� Saratoga Springs f 518-587-0180 ����,��, /� NY 12866 www.thelagroup.com I / �� PARK FOR INITIAL BUILD OUT : ' ��1 I / O 0 EDICAL OFFICE BUILDING ' Unauthorized alteration or addition to this document is a violation of Section 7209 of the / ' \ 1 \ ' ` 1 New York State Education Law. / •A 0 0 0 /• ' %.,,, # I . \ • ftebT / �` c� 0 o ©the LA Group 2020 ® is O r /• 1 \ �, "/' _ ' _ _ ' Prepared for / �1 r Hospital �, / �� Saratoga � ir � 211 Church Street I • IMP / __ _ - r Saratoga Springs, New York 12866 I • 1 O O ( /Ci ./ / • ♦ — PARKING PHASING PLAN /' , LAWN ` 4,0 1 04 / O s ♦ • Ci , I O it II I I I � C •/ CD I I 1 i® J I 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR 7O' •/ - S -0 -\ '* \ \ \ /'• PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. / _ BIRCH RUN \ NEIGHBORHOOD 2. ALL LINE AND GRADE PER DRAWINGS AND SPECIFICATIONS I ./ < \ V A \ V�O SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED • O �'\ LAND SURVEYOR.ALL STAKED LAYOUTS OF PAVEMENTS CI / K_ \\ N� ��� T T ti AND SITE IMPROVEMENTS SHALL BE APPROVED BY THE /' � V A A OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. O • /A \ \ �.V N / /� 7 N 3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON AND WITHIN LIMITS OF WORK AS /4,‘ '• �i� I � \ V A i � 43 Q - . , - REPRESESHOWN ONTATIVEN THE LANSAND AS APPROVED BY THE OWNER'S MATCH LINE SEE SHEET L-2.3 ` MATCH LINE SEE SHEET L-2.3 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN 2 _M 1 5 , A , THE FIELD PRIOR TO CONSTRUCTION AND REPORT ANY MATCH LINE SEE SHEET IL-2.1I DISCREPANCIES IN THE SITE SURVEY TO THE OWNER'S I I \ ";® I 11)/, " _I MATCH LINE SEE SHEET L-2.2 REPRESENTATIVE PRIOR TO STARTING WORK. _) /\ ,� 5. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS / 5 I 1 i 0 ' CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW \ / — • �® CONSTRUCTION,THE EDGE OF THE EXISTING CURB OR o — — _ \/ �� 1 — IMP JP PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. I • _1 I— _ _ r- \ \ 1r. LAWN ' ,,,,, ,�' w — 15 r LAWN �, I ' + ' F. 6. WHERE CURVING SIDEWALKS ARE LAID OUT BY OFFSETS, C /• — — — — — ® 36, ' ,. jilitIP ,� PROVIDE GENTLE HORIZONTAL CURVES BETWEEN OFFSET z ■• I ` — —''—''—'' POINTS. THESE WALKS SHALL BE ADEQUATELY STAKED AND O 1 ~ �� / 1 5 APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO O ■ . 110 mN ,35� 44 i / I CONSTRUCTION. 12.E c i CV c93 •• r-� • I 4 7. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S ° ' ` w w • . .. • REPRESENTATIVE AND CITY ENGINEER PRIOR TO Project Title: ' / \ CONSTRUCTION. Street 24 W/ELEC cou)Lud Cn 1 Ff, ..7 • Myrtle / \ L wow r �,_1 * I 8. ALL EXISTING UTILITIES SHOWN IN THEIR RELATIVE w w C'',..,/ �' '� POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING Medical OffICe O 12 ` z z di. I THE VERTICAL AND HORIZONTAL POSITION OF EXISTING / SHRUBS ler. 0 24"_oo��m■il , J J : a :' �% ` I = = b UTILITIES PRIOR TO CONSTRUCTION. Campus :0.0::imil I/• 1$° b 4 b 4 ■ b 4 �6�> 1 LEGEND 55 Myrtle Street / __ J L o,n • ill / 1 & 17 Morgan Street / �/ J • . ■ 4 b 4 b 4 — — — — PROPERTY LINESaratoga Springs, NY 12886 \�} 375.2% • / � o� ?� z4° LAWN • ` o • I' mImImIm MATCHLINE • / ����'` �'�0 OTWIN eA 4EDv ■• ■• M • LIMIT OF WORK • 24" • TWIN 18 /�\ p • ■ c ji64.1]_ . 0Emommummummm 7., 6 / eo��v 3,. .� f� ��� CONCRETE PAVEMENT L-8.1 #40111I8' 374 G� a�� ♦• �n■■N■■■■ air a �Nfilz4' ���cc, ■ 1*411 37al , _ , 9 r ! /4// 4fr. STONE DUST PAVEMENT , P;' '1 q -mtl, gi lio.OVA ' 'al '' =1:71 41 v '9 '9 r L-8.3 11/ �•. 63 ® (1 p 1�� p 1�* ■■�..�■�■■N■ II ■■.■■■■ ■��:, ASPHALT PAVEMENTill 24" -' 6,fip 1Npitt v�� L-8.1 III /, 4s° ► J �— �Ju 3 HEAVY DUTY ASPHALT PAVEMENTa ii. ii ■ L-8.1 ®® . Project No.: 201517 "lb ellb qm...:•\•• •.\ ,,��J Ru: Q \ ■ 4 UI� © Design: CMI \ •� `" 375.6 (Iii./..' ill kag MATCH LINE SEE SHEET L-2.3 The LA G ROU P . 1 . 1 . 1 . - I . I I ' I . I . I . I . I I . 1 Landscape Architecture&Engineering P.C. \ / cy People.Purpose.Place. Il \ J / 40 Long Alley p: 518-587-8100 ' w \ Saratoga Springs f 518-587-0180 • = NY 12866 www.thelagroup.com cn \ ST w w \ 1 Yp w Unauthorized alteration or addition to this • •\ document is a violation of Section 7209 of the J(T) \ New York State Education Law. •\ R10 t I � � • 4 •. .& ©the LA Group 2020 / ' Dk� 111 cb" i Prepared fora / . 1j I Saratoga Hospital / ~ 211 Church Street J. Saratoga Springs, New York 12866 ......0/ 12" z . II. i' / tazo / / . ./ C a ACCESSIBLE PARKING, , / L-8.2 TYP. 24 W/ELEC / FLUSH CURB ------/ . . / . / • L-8_.1 TR7SITION CURB, TYP. 7 PEDESTRIAN CROSSWALK, TYP. .0 Ill p I I L 8.2 Iiiht /• 12" • PARKING PAVEMENT MARKING, SHRUBS 2a 01011 R_ r, ' 4"WIDE WHITE STRIPE, TYP. I �C 41 . / ' r L-8.1 I TACTILE WARNING STRIP,TYP. /' 374.37 . ® / Q ' �A & 9 �,� , Y 9 TRANSITION '� / . / ,. HRu6 . / L-8.1 CURB,TYP, S CONCRETE CURB, TYP. • ' 9.01' L-8.1II o Al ' / // a 0 S PAVEMENT MARKING, TYP. • I co '� o S HEAVY DUTY ASPHALT ©STOP SIGN AND I I/ . ./ 1s � eo ' ' L-8.1 PAVEMENTTYP. L-8.2 STOP BARTYP.37'29. Vi TWIN TRANSITION A i _ CURB /. �V ® I� CONCRETEalk �S '4" �o� I 1- /'• TWIN 18.. ®. LE CURB, TYP. L-8.1 ) K. N s , ����L 374.71 375. -F 111 , Witip / //I\ V + 374. O "1�oi .' .-- �I TRANSITION 9�, ®k rio Y� �� 11111111111a* ; G' /. 374.67 �L� CURB, TYP. L-8.1 ��. �j ����� _ ��� / 374.72+ ///�A�e �� ���1I1 '.`V �� r, I , \ .__0 / ,:, 2› , ���������A����4 �� _ / illik' 375.10 R l 5i y,,,t . \� �-- _ - - /' TRANSITION g _ �� IL �� \ 9'TYP � // / / . .• ' CURB, TYP. L-8.136 . FLUSH CURB �v \6 :074.e 24.. M �� �_1111 6''II e ND �� TYP.12' ®� , o411, •/ / 4.18° 374.73 ��� tiL 111 \ Nv,18 18" M. n 111 SIV �y TRANSITION 9 Ilk �n4 CURB, TYP. L-8.1 Q 15 �� p 5 \1111 Project Title: �.• SHRUB SHRUB . 375.7 STOP SIGN AND© ®♦ `% 375.69 s, " FLUSH CURB a ASPHALT PAVEMENT, TYP. STOP BAR, TYP. L-8.2 Q. ♦ Myrtle Street S uM Via"3,� L-8.1 5� ♦� BUFFER ' Medical Office EASEMENT o TRANSITION ® V BOOK 1410 3js � % � �� �� ' CURB, TYP. 'AGE 782 SHRUB ,; - NE lib '• �� RA�� ��� 11111-8/ STONE DUST PAVEMENT,TYP. � Campus � ��� �` LEGEND 55 Myrtle Street \- A74 ER zONE 1111111111111111t6\ �� 3 'PINE � UMENT � 1 & 17 Morgan Street „• •cllo2s- �� 1I\ �. - - PROPERTY LINE Saratoga Springs, NY 12886 A. vl 'PINE vV o MIMIMIM MATCHLINE _...... �IA %IA 12°...„E , 12"VI ,. ��,� RQ4 52 �� ���, UT vIA �A ® M LIMIT OF WORK ).( ** , • ••,... __ 3� N �` PINE UT UT up `� CONCRETE PAVEMENTCD • • IN PINE 5 \ � MAPLE \ • \&PINE E '• AN 141111111: �v E Pl 91v Urgaisi�� 2' illi STONE DUST PAVEMENT L-8.3 / . / ��� tt ., �I\ u U `� • ••'•',..\ - ASPHALT PAVEMENT S v IP LOC 111 7 11 '�.. / .11 , L-8.1 j ' HEAVY DUTY ASPHALT PAVEMENT a L-8.1 ' Project No.: 201517 ��y;; R ZOTiliiiiiiii",,,/, ...irzitict Design: CMI ■ iiii 4 © SPHALT PAVEMENT KEY, TYP. MEET `� ' Ala XISTING PAVEMENT WITH FLUSH i oT •• CURB 8.1 Drawn: BAS Ch'k'd: MCB ` •. 371.56 . Date: 7/22/2021 Scale: 1"=30' 3 Allialf L-8.1 AND SMOOTH TRANSITION, TYP. \ 4 v ` ' • 1111 ;, \ UT `lir BO ' ' 3 I o TRANSITION CURB 8 1 Rev: Description: Date: i �� ♦ L-98.1 = e ACCESSIBLE PARKING SPACE L-8.2 o' II C� � � � -‘44, b. � NT ,t "IIIIIIIIIIIIII.-qib-A-Zqlli Ali ti willo"- 10 PAGE 7Allh EISIGN LOCATION L-8.2 U N O N \ ' � RUBINI. 6 0" ---) cV ,,- / Drawing Title ��V N 0� FFE=374 .95 _--v Lu 12..HQP Planning Board # xx.xxx Site Layout & ST/ ----8 / \NI 1\ Approval Materials Plan - I wI / under authority of a resolution adoptedi, , e \ J by the Planning Board of the City of Saratoga Springso< \ //Q �o 'v- 0 Drawing No. 0 M N I / Q O n L / o / / Chairperson P)., o CO a ki 30 0 10 20 30 m�0 ca to E Date Signed: 00 z� Scale: 1"=30' L-2. 1 , ,, 003 u ,„ 7 1 , / / � y „ „ 1 Cl b,„_rD ; ♦ The LA GROUP 4 Landscape Architecture&Engineering P.C. 51 I '�i MATCH LINE S E E SHEET L 2.3 People.Purpose.Place.‘li / / /., 1 1 1 1 1 1 I -I f I [ f 40 Long Alley p: 518-587-8100 o Saratoga Springs f 518-587-0180 ci /u I I�fY 12866co= www.thelagroup.com LU y . \ 1111.--L Ilk LU Unauthorized alteration or addition to this �5�j I N document is a violation of Section 7209 of the • �� w �� T,pS : I \ New York State Education Law. w 182 •• A I 1le Z ��R �G ',A'',` R i 11 :::: 20 ' ID 11° ,;,,8224 it" •. LAWN• Saratoga Hospital 18'TYP• i 1 LAWN 1 _ ' i 211 Church Street , \ �..—••— — —"— —"—I Saratoga Springs, New York 12866 , �s - •1 1 • I em ■ :t•,) • • I till • I , i' • • 0 " " - .. \ it • • )'------- • • •A4)4 • ', I ii .. \ IN. , 11 IOW ilitteli 411, * r o,, RS le_ � i■ _j — li • _ � •o_._ Ii �o�yQ ©CONCRETE CURB, TYP. ill 5'TYP mb Ami , , 5'TYP. i 1• • n `_ ) ��p �` t 0 Q 0 Q •■ V Q `tib , , 1E._c_ 1 12' 24'TYP. •■ 24'TYP. . . . . ■ 4 ■ b4 b4 i al 4-PORT CAR i, lir AL-8.1 CHARGING STATION I : • si, y , y� II II CHAIN CONNECTING SIGNS TO I ■ A /,p,„, _ o !)mm. INN 111111111=1IF \ -o in Ja 36'TYP. YP. 18'TYP. w MINIMIZE USAGE TO EMERGENCY VEHICLES ONLY I PEDESTRIAN CROSSWALK, TYP. ���� � N GD \il L-8.2 8' 8' 9 TRANSITION o11 . __., 9 _7, •,,,, g • / A A__ -111-_ ___ -► �/ YP YPit, L-8.1 CURB, TYP. 36' : TRANSITION CURB h R3 4frrilii:21"/ 761111111111111111111211k EMERGENCY VEHICLES \ L-8.2 ONLY SIGN a It 01)jr7 I V V ,%ice Ty196.'s �\ I 2 / _ __ / ,o a HEAVY DUTY ASPHALT • . �,�., \ 1■■�■■■� L-8.1 PAVEMENT,TYP. ■•■� ■■I■■■ ao �, _� p �� �■ � 4�1 �' ���,__ -I �_ �/ � � ■� �� .1;� � ©STOP SIGN AND I�� *� -- ®® �,z� `� c 1 0 L-8.2 STOP BAR, TYP. UL 10' ii,i8,--.-1 a I.iiia Wadi igyi ■ •II M ENTRY PORTE-COCHERE‘11 -1 1 1'20'' Project Title: 111 4 232 BUILDING ■1, I, L-8.2 BIKE RACK, TYP LENGTH 9 TRANSITION ® '5 4 PARKING PAVEMENT MARKING, Myrtle Street ♦ L 8.1 CURB, TYP. // ;�'c 4"WIDE WHITE STRIPE v I, FLUSH CURB , FLUSH CURB u m ♦ � ©TACTILE WARNING STRIP, TYP �®® % a w I, Medical Off I ce ® �4 L-8.1 / ASPHALT PAVEMENT,TYP. LAWN PROPOSED BUILDING L-8.1 PIPE BOLLARD,TYP. ■g L-8.1 o I, Campus ® GENERATOR PAD LOCATION [MI / I LEGEND 55 Myrtle Street A PROPOSED BUILDING ACCESSIBLE PARKING, TYP S I� 22' 22' , I � TRANSFORMER PAD LOCATION L-8.2 '� � 8 TIMBER GUIDE RAIL, TYP. I _ 1 & 17 Morgan Street I �� 5.55' L-8.1 PROPERTY LINE Saratoga Springs, NY 12886 111 0 I 6 SCREENING FENCE PET SCANNER CANOPY I, I� L-8.1 R2' . 1 . 1 . 1 . MATCHLINE ♦°� I I o MEDICAL OFFICE BUILDING ■ TYP. r����������� I 1 J 5'WIDE CONCRETE 6 ■� � ■ LIMIT OF WORK ♦ t4,,n ; Im3 STORIESSIDEWALK,TYP. L-8.1 I,36'. I 75,000 SF LEASABLE SPACE !�� �I" CONCRETE PAVEMENTCDit \ 26 I DUMPSTER • 264.56 t. • BUILDING COVERAGE 30,400 SF± ENCLOSURE L-8.1 � R5,TYP I STONE DUST PAVEMENT ■ I Ilk • • • • • • • • I L-8.3 -• \ 11 .. mi 7 -ii-iir ASPHALT PAVEMENT FRONT SETBACKil Oh Ot• (----)011111111 MN diffliffitilin NEN'—••—••—••—••—•• '� II � � %�%�'%�'��/� HEAVY DUTY ASPHALT PAVEMENT L-8.1 L-8.1 Project No.: 201517 Oh • SARATOGA HOSPITAL I © Design: CMI /.._:_ ■• ■ MEDICAL OFFICE ■ ��-W�� la �r L CURB 8 1 Drawn: BAS Ch'k'd: M 51 ■ BUILDING SIGN II • i .BB 2360 236, ® _ _ift_v .__, ■ ■ "'° Date: 7/22/2021 Scale: 1"= 30' g \,1 ' • • :° • PI ,.. „ B ■■■���r■■■ir��■■■r. �rr■■■ s 31.56 . tip `■■■��`�■■■�` ■■■�� TRANSITION CURB — Rev: Description: Date: �� �M.■emir �r e 8.1 3� ACCESSIBLE PARKING SPACE L-8 2 cio I ' ita `' _ ■NIIIIIIK ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ' �.4 T SIGN LOCATION AI lift ' �� MORGAN STREET 111 - III MI MI III MI a L-8.2 U n - N ��,T _________________IiTirata i A is • • Y �° �` EXISTING LARGE LANDSCAPE "� 5'WIDE CONCRETE ., I°° i BOULDERS TO REMAIN �� :' �� i ■ I 4 SIDEWALK, TYP. / ' 1 ���% L a - ■ m ASPHALT PAVEMENT KEY, TYP. MEET 1 Drawing Title Q j ■ EXISTING PAVEMENT WITH FLUSH CJ0 70 RELOCATED LARGE / ■ —I AND SMOOTH TRANSITION, TYP. Planning Board xx.xxx Site Layout LANDSCAPE BOULDERS �� ® m Approval Materials Plan s Q / Ji � m =I v w _ w !- Illi I ccT) 1 6 5'WIDE CONCRETE Approved under authority of a resolution adopted w ■ by the Planning Board of the City of Saratoga Springs. W w I r L-8.1 SIDEWALK,TYP. o a o .LIJ I Drawing No. ¢Q• N Z o N 1 _. J I ■ p o o = 1:11 Chairperson 30 0 10 20 30 Q ii ■ ■ Date Signed: Z a ,. a�LL ° ` Scale: 1"=30' L-2.2 Lig irt ,. The LA GROUP / ..,,, „ Landscape Architecture&Engineering P.C. People.Purpose.Place. .. 40 Long Alley p: 518-587-8100 I Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com / . . Unauthorized alteration or addition to this /�. document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 2020 / \ % \ . \ Prepared for •\ • / j Saratoga Hospital , 211 Church / '3„' Saratoga Sp Ings, New York 12866 / v •v .v *IL* \ \ \\ 0 -0-- ,041 1■ 4 •\. \ _-_ 4, . „ -.) 11 II -- illifiNIN4ip 4 11 II II ....1.)/'-.1 ••'••.. 41%1111r4e.H IIEXISTING STONES MOVED TO \ 4114441,6 __-__, , . THIS LOCATION FROM ON SITE •\ ■ * • . • . __,,* „, 4111... • . I LAWN Project Title: I : ` 1 Myrtle Street 1 Medical Office i , . #### i Campus aiiii I I LEGEND 55 Myrtle Street 1 & 17 Morgan Street J I 10 I I I — — — — PROPERTY LINE Saratoga Springs, NY 12886 I MATCHLINE I ■ '�S'r I / 0 P 7 7 Y,o LIMIT OF WORK Il I - I I CONCRETE PAVEMENT L-68.1 lk �,o I 1 © STONE DUST PAVEMENT L-8.3 I 11 ' R8, R3 1• ASPHALT PAVEMENT S - ' 1 L-8.1 HEAVY DUTY ASPHALT PAVEMENT a 1• Project No.: 201517 • irl/b.''TYP © Design: CMI I li 11 24'TYP ` ti CURB 8 1 Drawn: BAS Ch'k'd: MCB • 1 Date: 7/22/2021 Scale: 1"=30' � 111 1. S o TRANSITION CURB L 8.1. R5 U' 1 ' ,I _ aRev: Description: Date: 4. VIIgyp' �,\ ACCESSIBLE PARKING SPACEL-8 2 J . I1NO CONCRETE CURB, TYP. L 8 1 2 PARKING PAVEMENT MARKING, SIGN LOCATION Allh■ Rs, 4”WIDE WHITE STRIPE L-8.2 TN >-p IVI ill1. PAVEMENT MARKING, TYP. 8�, L-8.26 $ I �' Q ^ti ASPHALT PAVEMENT, TYP.S . I IL-8.1 iDrawing O Title 01 • 0_ 1 L 1 . 1 4,,, �� Planning Board # xx.xxx Site Layout & 1 . 1 . MATCH LINE SEE SHEET L-2.1 M_ p,ATCH LINE SEE SHEET L-2.2 0'\ / 1; \ \,, I / Approval Materials Plan / i L` \ Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. LU r- > HI ' DrawingNo. I I r �I Chairperson erson o CC N 30 0 10 20 30 m�0 E Date Signed: i �Z o� m Scale: 1"=30' L-2.3 acnii 4a1/ 3 / / /i/ / ___ //z(575i / //�)) I " / / // 5iII s/ / 5 /77 /, / , , i GRADING NOTES Cl / /0 - // / / / / / i/ / J 1. SURVEY INFORMATION PROVIDED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, / �r AND CT MALE ASSOCIATES BASED ON TOPOGRAPHIC SURVEY MAPS DATED - , / / , / i / / -�� The LA GROUP 3e i ei e - 5 / /// N SEPTEMBER 16, 2015 DECEMBER 2020 RESPECTIVELY. Landscape Architecture&Engineering P.C. ��j71 / / / '/ / / � � I 2. ALL GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW YORK STATE People.Purpose.Place. �� / �� ,, LICENSED LAND SURVEYOR. 40 Long Alley p: 518-587-8100 / // // / / / / _7 l I i �� 3 S� g5 3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY Saratoga Springs f 518-587-0180 ,,g5/ / // / / / -j / / / '\ / / / /// z/ 3 1NY 12866 www.thela rou com ��/ // // / / / / / / s / /// / � / 2 — ;/ z ' S2g3 q DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S g p / / // / — ' i / _ / // / / / / / / — 3 35REPRESENTATIVE. �j g 5 Unauthorized alteration or addition to this �/ / // / //// / —//// / i ' / // // // / /// / / /// / '/ / / /. / � / / 4. THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION document is a violation of Section 7209 of the k / / // / / / / / // / /// / // / / / / / / 1 ,,, / - ) AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. New York State Education Law. 3 / /i / / / / i / //� — — / / �/ / / El / 38 / /a — // /e / i / / j / - — ——a 751. i L /// / /Lay IL /�j aa/ �1 - — M 5. THE CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL AS APPROVED BY ©the LA Group 2020 3 — �/ — / / THE OWNER'S REPRESENTATIVE. / / i / 8 Nr // / / /// � 88 / // / / /— — / / /1 / /jPrepared for: 3, // / / / / / / // 8/j // / / / — / / / / _ --t-- - _ 6. ALL SLOPES 3:1 OR GREATER SHOULD RECEIVE A ROLLED EROSION CONTROL PRODUCT p / / / / / / -i / // // z / i / i , �i � / f � (RECP), � ,8 (RECP SODDING OR HYDROSEEDING A HOMOGENOUS MIXTURE OF WOOD FIBER MULCH + + �� /�i%// ��/////�// ///�iiii /�� i � � 3i / I� �. %\N' �� � 82 WITH TACKIFYING AGENT. Saratoga Hospital � � �/ / / / SW 7. THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT 3 / — !�/ / // / / / / / / 211 Church Street / _S y / /, //// / / / / — / THE LIMITS OF GRADING. PROVIDE SMOOTH ROUNDED TRANSITIONS AT ALL TOP / / — ,,// / / �5, AND BOTTOM OF SLOPES. Saratoga Springs, New York 12866 � / �� �/ / • , �� // / / / . / //// / //e/iz/�!j /2 / / / / / // 8. DE-COMPACTION OF SITE SOILS SHOULD BE DONE IN ACCORDANCE WITH THE �// �//// / NYSDEC DEEP RIPPING AND DE-COMPACTION (2008), PROVIDED IN APPENDIX I OF / /e / // // / / /i/ � � 1 / / 72 // // //// // /// /// // i / / / / 1 \ A ® 387 THE SWPPP. �K / / / /0// / // / // ///8/ / / / / / / / / / / ♦ � i' 'fie ) J / / / // ///7 /7 / / / // / j e / / / �// 7/ / ////// i j//j /// / � / / // / i //�// / / / / / �� / � li l/ / / / / / / // / / / z -N♦ /'i / / n // / ////////i)�/�/f iii//i �® / ,,,P gi �j ////// //// / / / / / /// / / / I �� / / //�./ // / / / / / / / / 4) // / // ///�/ �/ / / /� // //// / / / / • / // / /// // / / / 'j / // // / / / /�// / / / // /// i • ��� � a G / / / / / / / 1 / / 1111 �`/ / /�/ / /i // // // / '/ / / / "�'/ I / / !if ��I \ __ ' //////// // / / / / /� / i / / / /J // / / / — — : L:.; 4 0// 7 / // / / / / A \ \ 41, /� / a/ // i/ /5///// / / v / / / / // / // / ///// I \ ; i \ J / / / / - � ' 358 /8 // /// / /// / / //// / f -li ��� / v// / //j// /j /��O/// V � � _ ��// /� /�//i // / l/ )/ / — ��-7 — �II� cc-c : Ilik‘ \\ I // /1/// X/;/7/// / // / — _ _ _ _ // /// 77/ ii i /(// /// / // ///t)I/ / — _5,5_ MATCH LINE SEE SHEET 13.3 MATCH LINE SEE SHEET L-3.3 / / *woo.r "C�' it \ ��//, / / / , ;// / / / �� MATCH LINE SEE SHEET L-3.1 �� M i ��• ��� MATCH LINE SEE SHEET L-3.2 ii, / ,44, / / / �� � i // ///// / / /// / / /�� w w — / \4_ \) ' //// /e / ��� '� /� 0 39 �/ os �// / �� W Ilirt * / 3 \ Lv Lu / _ — / / --'<- // I� zopoillipr,ti.., / � ; T1 6 �/i 8 i/ /I /l I ¢ Q � / , �ii - _ _ 1/ I co 4.41 ,/ /01) I I gr . / 4It• C3-- - - ---_i_--___ , �' / �y I A / N ..0 / / / 1 w ��.�+ r V A + ltP*T \7, "� ' 3 7J� Project Title: 04 /\ 3 74 ,y \ ne /j�' �/ �_= M rtle Street ///j� 24^W/EL�� � �7(izti - z (///( , *WV, ( c! Medical Office ‘111"ridit 3'2 �/ /� 373.74 1 Ili SHRUBS 2'4– - � 10 / I C + + 373.8 /� ,� um as - �� ♦ I \ \\ I--- \ /9/ �� / / // // Campus 7 / / + 373.85 37 . // \ / / � � �/ � �i 2 � 55 MyrtleStreet / `i' �� ( 1t3°374.0437410^ 2..2: ••� \ V / / /� / I- 7 SVS-h��'/ _ LEGEND�/ 37 374. ! ' \ �z j8' S ST '• l 1 & 17 Morgan Street �� 75 ��1 1�� • ♦ A _ _/ 37404 , \:`� . : J :. %,, T\ S� n ST PROPERTY LINE Saratoga Springs, NY 12886 / / / . 6.90 .-zi: / / /!�/ _ 3752 \ 1 _ 1 — / I _ I i — 375— — — EXISTING CONTOUR LINE i V ‘ilierA _....,, ...,,,,wriiiiimmimil �� I I.air mob 1 MED � —3 72 374 4101 It 4; CONTOUR LINE 1 7 , /��� IN 18" :.19 �J ) - J� 4 i / \� 37 .E / / m0 C _ //?/4 60/%\N 374 •�®� Pr ` ST STORM SEWER LINE '441141:4L__-/ '.- . �� ��� � ���\ 8 r / /' sn / 374. a6N P / , —"� .. - \ / I\ \\ \ \I \ V.� / �Iv N' p � �� I I IA \ �� �A Air UD UNDERDRAIN / / 37'9 4.. / ` I $, I I - -- -377 ... 1 I �r �� - 4. I I r j ,,� CATCH BASIN 375. t1 .. A �% T • - za° -�v4 �1VN N., f nod YARD DRAIN ir... iibirs.itvi, 0 :c ) 11‘ �/c —r b*: Z� �/ :3 /� ie/c 18"tg\ ,8` __I 1 NM lan° LJ 1 ts„ 8 ---, 7- %PR 111111 8 Des gnt:No.: z cm! 7 7...7..7 III—-4, 4.3754_ r•. Drawn: BCS Ch'k'd: MCB .7.848/8***7‘. �BUPIER7LsT� P iThiL 3V.a, � • o // ��� i ®®MEN Date: 7/22/2021 Scale: 1"=50' -a EA K14T / 37'�a5-- /� \\ \ 111111 / BAGE7,2 / / � � lini 1 tiliiiiiiii / / /\ \_“, Pl�ve sly � \\IME' Rev: Description: Date: ��/ / 50�BUFFER Z E �° '� / ,7 — 3'' ll kk , m I 1 im *11W liAL ' • • —T. 1.-:=1-111: T / // ryO.2TEN7T / ( ��� �PINE ( � ��ERNI \ I T ��T o PINE V/" ��1111 m 6 UT- Alt C �n 'TWIN PI E -3�s -� ��p• 1\� '� 2�� ® � `��� E N ... 1 \ �_ AM APLE/ ��s'P ��aw��� N �I�V�PI E UT 4�� iii ) /�\ Ise r ir ,rc"'I E �� talc `"`1, A 100101iirit _�--4 -.. TR PLE LO�t15 UT ` E / Nem _ n � ' cs \ S r �\ \0 v S T�_�_ 41C-111.111— i.'r� ��� lir ,i %, (� / / �� \ JFERZ050 _i �� �R ST alp SI_ • 7 — — — —�� _ DrawingTitle Board # xx.xxx Overall Site Grading U ` 11 r .� l_ - -_ _- - Planning ♦ Approval & Drainage Plan / / ,/,/, �I / ��. C�. \ \ EASEMENT BUFFER j igt- / BOOK 1410 PAGE 782 07- BOOK T - - : — '- ill -° .- 4 AP 0 0 ♦ Approved under authority of a resolution adopted Allir \VI imi ♦ by the Planning Board of the City of Saratoga Springs. / — . — v v — r i ���� —� a o2 c,pi ��� = ��� Drawing No. _E0• 0 i: i C Chairperson H a 1 / ���� �� l 50 0 10 20 30 40 50 m$ E j2"� �� ® \ > Q M M M Date Signed: ,, „ �•�� � ��I / _ L- 3 .0 Scale: 1 50 \ \ it , ,, \\ INV. OUT: 381.7' i ( / ///////./475(//1///z /.//z ////// /// ////// / ,//. --/-. ---- 7 / / / / kg /// �� / / \\ \\� \\ .. 385.6 • -N I lir�\ r � // , , ! / / � / � / - \ - V/ / , F� � : • / / / ' / / / i / // / _ The LA GROUP A MATCH LINE SEESHEETL3.3 V /V\ VA -5i5� ��\ 11 11 I I / / / / /\I I 7 I "9 I �I v �� Landscape Architecture&Engineering P.C. / / / / Y I / /' / / / / / / / V \MT V N ®v v Ii" 4 c`v'i People.Purpose.Place. 4 \ ' IN.NAv vv 5--::_. TC 3, 40 Long Alley p: 518-587-8100 / / w BC 3, Saratoga Springs f 518-587-0180 384.7 w / / / / / / � // / \ \ / z NY 12866 www.thelagroup.com 7 / / / / / / / /. / / �� cn / / / / /// / / // •� .,(� / / / � I yyvv � ti I / / V / / / N.\ X57 A w / Unauthorized alteration or addition to this / / // \ ' z document is a violation of Section 7209 of the y v �� / / A \ \ ��� I ti�V\ y z New York State Education Law. // / / / A� \ \ �' \ 4l714 0 i Lt.\ i �O \ :::::L2020 / / / / / / A \ / A \ TC 385.4 / / / / I I V 4 / / BC384.9 Saratoga Hospital \ �� i / ,' 211 Church Street \\ /� �1 V \ I / v Saratoga Springs, New York 12866 et°7 z 7/ z/ • Ell / 41. yr\% 1v 74 / + / r _ � /0'12/7 \7. ( 30.4 \ / / \ it>�/ ���\�� . cv \ 374 - - - -\ \ TC 384.7 4 /// \ / \ - � BC 384.3 \V � \ p4"W/ELEC \V / TC 376.1 l* BC 375.641111111* FLARED END SECTION _as. s° TC 384.6 W/RIP RAP APRON BC 384.1 � /////// . / \ T ORETENTION BASIN INV. OUT: 377.5' ' 11111 * TOP OF POND: 377.5 \ �/� / / z�' TC 376.1 � � • �M 302 BOTTOM OF POND: 375.0 A \ 373.74+ sHRuas BC 375.6 " //\ / , YD-1 (18"0) Ilia IIII III it 1181/ ii J + 373.88 %///� vim- //�� / \ + 373.85 '<,"i // � / 375.0 37437 8 �, RIM: 375.5' II / / / / //� 373.92 I NV. I N (4"): 372.3' 3 76 /� � / � � � 377 ///� -� _ 4 4INV. OUT: 371.7 # \ \ \ :776_70 �$ 374.04 374.04+ HRua / 375.4 ►' 30 LF OF 12" 37 \ // \\� (/ v 374.06 �6" TC 375.75 HDPE @ 1.0% \ 07 • • •.• • / 375.13 / \�\ / �� YD-2 (24"f�) ��� 375.0 BC 375.25 375.0 "Mr � �y 4�,�►. 374.04 I •�� � �� �/ \ / 374.14 RIM: 374.0 ,� . .'.. . •. Ate T / /�� INV. OUT: 372.0' / / / / \ - 375.28 AO ts° e0 1 376.6 -F. ." T -. FFE: 377.05 U � CB 11 RIM: 7 . / / / 3 68 1 i //6.--1/ � 9� �' i'•'• INV. IN: 371.4' : 20 LF OF 18" 4, / ,WIN za' '�1 HDPE0.5% \ �/ �/ / \/ YD-3(24"0) \ l- / INV. OUT: 371.3' �' RIM: 374.0' �V� 50 LF OF 12" TC 376.8 `�›j 75 LF OF 18 © \ / / �p HDPE @ 0.5% z4// /// / / \ TWIN 18„ INV. IN: 371.75 / - HDPE @ 0.5% N ) BC 376.2 375.0• / \ \V 374.74 INV. OUT: 371.65' •Lt ,,) 3)6 w- - -51b \ -- / / / //I\ / + 374.• \ �5 / �/ v bo �ti Cro,� � �� TC 380.30 A / �� -Hi/--- /\"/ '5 cbI // / I8� / ) 374.67 HDPE @ 0.6% � \91v�� \ BC 380.30 ,�� TC 375.7 _� ^) / / //� � p7519 � 1 \ 375 BC 375.2 �_ �\ \ 018' • 374.72 / f �/// TC 377.4 b- BC 376.9\ \ �� �� J 401 / CB-13 122 LF OF 12" TC 379.4 \ J RIM: 373.8' ue - E TC 377.0 HDPE @ 0.5% BC 378.9 8 // 24„ INV. IN: 371.35' TC 374.9 �� 375.65 BC 376.5 \ 3 . HP 380.45 \ / / /' • ( 6, INV. OUT: 371.25' BC 374.4 \ / \ / / / / /. \ / 374.68 TC 374.9 �6, �38 TC 379.05 TC 380.75 \ - / \ 12„ BC 374.4 I 375.25 FLARED END SECTION BC 378.55 BC 380.25 \ \ / 380 \ \/ \ \ 374.73 \ W/RIP RAP APRON \ \ \ / / / '•7 I8' + \ 14 48 378.45 / / // 3 ts° '� 375.3 INV. OUT: 370.7' \� 374.92 \ V t8 \ \ 0� \ � •• 1IvIV S j 377.8 - ��� is° 37 :53 � � 379 \ / gee( 375 \ 365.4 S 3 7¢ Project Title: \ sHRUB sHRus FFE: 375.02 37,3 / \ 375.7 120 LF OF 12" �.� 372 377.5 v v v \ 375.69 _ - .�s 3 �4 Myrtle Street \ \ i HDPE @ 0.5/oma 3703 71 �� 378 �\ \ BU FER a�qs _W \ EA MENT� u� O � � ����! .e� 3683 69 Medical Office \ g Kia 3j5 �� •_ - _______ _ FLARED END SECTION 67 \ W/RIP RAP APRON - \ \ AGE 7 2 / INV. OUT: 370.65' � I'i' SHRUB / / �-- s;�� 66 ,._ \ Campus \ / PINE �/ !!u� iiii!iv�!!�ii'_ ,,\ 377- \Iv _ - TC 375.6 I� rir ' y / / / V BC 375.1 „�_ • I�Lli�lll2l���1 - LEGEND 55 Myrtle street 50, BUFFER ZONE / ........***,(44.48; SEDIMENT FOREBAY •�i'�'�_����•�"�' -3 - 1 & 17 Morgan Street \ / / \ \ /� / \\tlPINE � �n! Ih:�ii'a:�rnL,�Inl.yil. / pTRUMENT / \ / / / -_` , �:�1 ii IIL IIL��IIT':Il it IL■!II / ;tft * TOP OF POND: 371.0 ,;�11�iii2 \SIL PROPERTY LINE C r VIAL / NO. 2011028315 `, � �\ �• BOTTOM OF POND: 366.0' "�ai2;r„p Saratoga Springs, NY 12886 / // �� \\ \,'PINE glialb �� - 375- - - EXISTING CONTOUR LINE \ / ^� Iz°y�4 � 371.5 36 36 3g36.9 3�a CONTOUR LINE � r • �91y 6 8 36 37 3 \( / U r 374.•6ill r 36 t ST STORM SEWER LINE \ \ •�I 'Ty�NE -375- '� A � PINE 4 Vw 7 � ----------------_ "Iveiabi - UD UNDERDRAIN \ / \\ / V A PINE /4-PINE 1 *till, �. / 1 36' iiia!iiii;!!'+'i=ii��iii2!!I°i::=n_ / / - �_��:' • OVERFLOW WEIR 4 �I��r�I��:� I,II��L"SII" ��� ; ... CATCH BASIN \ IIL�IIII�i IIIL�r��lll L�II� ■�■ --- � \ �� A \ YLIIIr III I i @_::rilll7 I III�nL�II:r I r,;_i:i �,..►�,„ _ �,, ,� // - WEIR ELEV.: 370.0' L,g_ ,,, Ila „,,,ig�I 4 7. HP 376.5 \� \ ! 371.5 Ire tlt��,.,�� • nl2 r l2 n2 r \ POCKET POND III�I' ll�!I •��• AD / - Ardiraligill. v IP LOCUST nl�aiiL �ml��, -5� � BOTTOM OF POND: 364.0' •. •I‘V YARD DRAIN / ,vD -375 V - 371.5 '' -- �-40' BUFFER ZONE Alr /�� � <7-)7 / OUTLET CONTROLlb, Project No.: 201517 / / * // _� _ STRUCTURE-2 ST Design: CMI VV V / 04* / V �// / / , RIM: 370.0' 371.5 Drawn: BAS Ch k d: MCB -F / / V A \ \ /\ ///// A / INV. OUT: 367.0' . _J Aka 371'56 Date: 7/14/2021 Scale: 1'=30' \ / \ OVERFLOW WEIR / , ® Rev: Description: Date: 2, / / / \/� \ �\ \/\ / , I �I fi \ WEIR ELEV.: 370.0' SEDIMENT FOREBAY ft ft a p \ \/\ / /\\ \/\ \w I I TOP OF POND: 371.5' /\ it / �� BOTTOM OF POND. 366.0' / � \/\ 30 LF OF 12" / // \//\ I I �1 I I / \ \c�qs N ,_ HDPE 3.0% FLARED END SECTION @ c - pp\ U \T �� , I �/\-- -, I �I / / W/RIP RAP APRON /' � �\ INV. OUT: 371.0' 125 LF OF 15" \/ \ 1 HDPE @ 1.0% y '-:Th3_, i V� / 0 - I / 2Drawing Title Ii ci_ / //; / v Planning Board # xx.xxx Site Grading rading & / // \ °p5T � v v Approval Drainage Plan , / ��jV -H --\ \ - Approved under authority of a resolution adopted cn, yv \ \ � � by the Planning Board of the City of Saratoga Springs. a N \7\V ' Drawing No. HI 378 A8a I I, -4 I \ /AChairperson 30 5: 0 10 20 30 m�0 co to E Date Signed: 00Z ''LI, Scale: 1"=30' L- 3 . 1 0_0)u_ /) HP 387.6 "cP� �Akg �� ��j TC 388.0 Ili � BC 387.5 __ _ Air _ _ z __, TC 385.7 HP 387.25 / BC 385.2 = The LAGROUP c66�TC 386.3 38) �o, c36, • Landscape Architecture&Engineering P.C. BC 385.8 387 / T5` �� MATCH LINE SEE SHEET L 3.3 ---ii \ People.Purpose.Place. 2 40 Long Alley p: 518-587-8100 c;i ���� e^ / M \45')) NY 12866 www.thelagroup.com \ - / \ Saratoga Springs f 518-587-0180 TC 384.9 TC 387.3 ^� 386.75 • \ L BC 384.3 BC 386.8 - Ill z i Unauthorized alteration or addition to this . --141i - -/ 386.5 i---- � document is a violation of Section 7209 of the IV- z LU = a� New York State Education Law. - -1 - a °46\11 LLJ • LU Czif,- ,_, , I _ RIM: 383.6' z INV. OUT: 379.5' CB_g 414-- Aoa �� ©the LA Group 2020 RIM: 385.4 9 A� �� kil INV. OUT: 381.0' I �' / a alo Prepared for.. " TC 385.9\or TC 386.2 385.7 I / \ \ / ��i Saratoga H o s I t a 195 LF OF 12 TC 385.6 BC 385.4 BC 385.7 Z �� l TC 385.4 �� HDPE @ 0.5% BC 385.1 I / / / BC 384.9 385.6 / 211 Church Street ol I , ��� >>� -••- I A() Saratoga Springs, New York 12866 h / / I S v III MV (---- ) _, At , tij�� "��� HDPE @ 1.4% fit CB-8 '•3/1 � g0 N RIM: 380.4' 1 3 HP 385.2 TC 385.6 1 y BC 385.1 • / t INV. OUT: 378.1' TC 385.4 1 �_ 1 7 BC 384.9 I = 3` ' = 375 384.1 A. "AI ►�..��' 663-7-11-1- 40 iw TC 384.7 v� / / �� , jimi BC 384.3 -iIx a� , '�,�� .�� , W. ' / ( / - y _ _ - 372 ^��' .(/ I -... I I A :,TC 384.66 380.4 , _ I BC 384.1 / / 383.95 380.9 HYDRODYNAMIC SEPARATOR-1 / i rn r` ,n co, I r` r` N i II I Ill RIM: 382.9' CB-7 I INV. IN: 377.9' RIM: 382.5' �� ��7 ������r7 M II INV. OUT: 377.9' INV. IN: 379.35' 178 LF OF 15" \ Irn In r7 55 LF OF 12" I INV. OUT: 379.25' HDPE @ 1.28% N I-5 p 4D4b . , HDPE @ 0.5% I, RIM: 826.5' `i� .111F----il CB-9 I, INV. OUT: 379.2' T ST 1111 WV.:IN (N): 377.8' li I I �� T tJ1 ® X86- N INV. IN (W): 377.85' I, II I N ST ST INV. OUT: 377.5' / [ -i ST T 70 LF OF 12" I / , 100 LF OF 18" �� T �� 5� HDPE @ 0.5% BC 383.9 ti c5) I HDPE ©0.5% OrliPOP- ilitTC 383.1 TC 384.4 �� I ��/ 380.7 381.0:4011111111111111,sIIL /I I \ \\ - .�ii \ BC 382.6 20 LF OF 18" TC 384.4 BC 383.9 A I - - 3 72 HDPE @ 0.5% 6 : TC 383.1 '_1 BC 382.6 BC 383.9 N 4 Iltik7.11, _i ( \ 11 H 3 ____ 3 - � _ �- � � �/ - - 375 7 \ Ilk \r ----- H, CB-4 CB-10 cb 30 0_111_lik_- - - - RIM: 382.2' - 7:\--- 384.3 ® �/ / 382.86 RIM: 381.75' INV. IN (N): 378.5' ® �� INV. IN: 377.0' J1- 075 n co n �' j I 30 X42) AD INV. IN (E): 378.5' ,�cbt1` �`38Q ���/I I I V 1 I TC 383.2 INV. OUT: 377.0' ,A " M N N) N) M INV. OUT: 378.0' HP 384.6 BC 381.65 , I BC 383.2gin' TC 382.15 � \ _ ® TC 383.1 \ '1 I 381.75 3 7 7 } -_ TC 383.1 l� �� ' BC 383.1 BC 383.1 \ l' • • li / TC 385.35 TC 383.95 �srs ,a� ) \ 1-61 l • , 4 i BC 385.35 BC 383.45 _ I ® I' 8" HDPE � I • ®, 8 TC 383.75 - TC 384.0 I HEADER PIPE �� BC 383.25 I BC 383.5 �� �;_ - i ce) III I i 754,/ ST ST T -�� ST ST CLEAN OUT - ��®I®® :::,; �, z�380 14•1171:(1 iwI`...i' - _ -- _ r I i A385.5- Arl" I� � , r to coKkov -t ��-.. oo r` ,� ,�• r7 , Project Title: %ill 5YD6 YD7 YD8 Z11; I I 1379 : 376.0' _ RIM: 376.0' RIM: 376.0' RIM: 376.0' DIVERSION STRUCTURE IMyrtle Street OUT(6"): 374.0' INV. OUT(6"): 374.0' INV. OUT(6"): 374.0' INV. OUT(6 ). 374.0LRIM: 381.85' I, I\ 385.38 IFFE: 385.5 _ - -- isA-r4 INV. IN: 376.9' �, Medical Office � ' 1‘, . IN lig IN NIL - - �j �tijINV. OUT(W): 376.85'378 - - I '�j •1 11 INV. OUT(S, ISO): 374.0' I111 CampUS \� - GREEN ROOF - YD-4 18,662 SF :•_ ����� UNDERGROUND INFILTRATION I LEGEN' 55 Myrtle Street RIM: 376.0 e CHAMBERS I 1 & 17 Morgan Street \ 377 11111 INV. OUT: 374.0' BOTTOM OF CHAMBERS: 373.75' PROPERTY LINE385.2di 1� BOTTOM OF STONE: 373.00' Saratoga Springs, NY 12886 �� - - - 375- - - EXISTING CONTOUR LINE IIv� 377.5 - I� 374CONTOUR LINE37SIe ,�cb� iInl CB-14 a cPs� � •, 1 ST STORM SEWER LINE 5/ �'��®� \ / FINAL DESIGN OF THE STONE • J UD UNDERDRAIN RIM: 374.1' ROOF DRAIN ROOF DRAIN 120 LF OF 12" o `�' 384.4 384.65 RETAINING WALL TO BE IL4 �� ''� INV. IN (8"): 372.0' CONNECTION CONNECTION HDPE @ 3.0% 385.41616ACOMPLETED BY LICENSED • j ji 375\.. INV. OUT: 371.9' 385.3 STRUCTURAL ENGINEER I / I ,'•i CATCH BASIN Ili \ • • . . BFE: 372.3 �� 385.5 - 384.7 I, AD 114 I SI- - _ • Z • SL_ ` frill :� \ • YARD DRAIN �n=�.� �_� '`=� � i372.3 .-.. - - � -. �.- � ��D11111111111111911111 ..---- 111110.1.-..------ ,7,„;* -..-..-..-.. - - � V .�, 4 S� 3� ' �, �, L, • r - / �� �� ►j � 188 LF OF 12" 3 g � - Project f''') 6" HDPE--- 1 DPE HDPE @ 1.0% �/ S� ) - - 376 37 ; Design:No.: 201517 y \ '4__- 6 HDPE 3 s � . � �� Drawn BAS Chkd MCB 73 � *11• ST . . ST . ST . . ��0 g $ / _ _ w ,°, Date: 7/14/2021 Scale: 1"= 30.5�� 1 - „le T �j1 • �� �j� ' 1 W W W i �I"E5 a ®®` W Rev. Description: Date. 1 , itt IR. WANTrailli 372.92+ - 371.8 ' I \ 4 .' ' \ � � MH-1 J ' 311111Ilitio - s RIM: 371.2' RIM: 384.7 � ! �� -\- - \� Ii-Will .M - - �� • MI MI INV. IN: 373.5' T_v 4\\ • / WYE CONNECTION MI MI � INV. IN (N): 367.7 / INV. OUT: 370.8' 4 ,, ,,,, p m, DF 12" INV. IN NE 367.2' �° >> ay_ , ° -1 _ ..4 6 INV: 366.9 ( ) �� / , i *1 p,3.0% piP\ 12" INV: 365.9' _ INV. OUT: 367.1' f 11 VW gra \ ° V CB-15 ! ,° Y� DF 15" RIM: 372.T �,. ��� : ) 1.0/°��� \ INV. IN (E): 365.12' ) ' INV. IN (W): 365.75' < -- -') i ( \2- INV. OUT: 365.0' Drawing Title w v v Planning Board # xx.xxx Site Grading & v Approval Drainage Plan -\ �` I I Approved under authority of a resolution adopted r by the Planning Board of the City of Saratoga Springs. _,\\,,. a o Q Drawing No. o N �� ar W F N I Chairperson H o "'° jillf 30 0 10 20 30 wtN ma 22, [° 0 ca to E �. I� ii Date Signed: o '' - _ v) V I MI _ ,'° LL Scale: 1"=30' (irQ/ / / I / 1 ")/\ ,//// ( ") 06 ^,q- 0) The LA GROUP / / AA� o Landscape Architecture&Engineering P.C. / / / / People.Purpose.Place. / / / 40 Long Alley p: 518-587-8100 / / 7 / / // / Saratoga Springs f 518-587-0180 // ! i -,� / // / A,j° ,,'� NY 12866 www.thelagroup.com ( b / / / / // / / /0/, ��;� / / ' /// /i Unauthorized alteration or addition to this // r,/ / /,,,Dy / / �,�z / //7// 5� document is a violation of Section 7209 of the / 7 55 New York State Education Law. / / -/ //.' /./ // /_ � Z / / 1 ( 1 / / // //2 j / / // �/ / / / 2 I ( ( i �O ©the LA Group 2020 • / / � // / ' /. // I ,\ � ' / / /7 / // // / /If / 7 /P / // / /) 2 1 Prepared for: r / / Saratoga Hospital �� / , / / / /;// `�'/ / /•/ ,/,/� / / .wi I ' ( 7/7 ► / /•/ / / •,%.,1 / 211 Church Street )/ -- : - - / 4 / : / / / / / \W gm / //ii/ ----/- -XI Saratoga Springs, New York 12866 ,/ / - - I - (14 z 7 / / / / / / / / / _// r 7- - -2)* 1 / / - - ). / / 1 ( / / /I- i:• / /7//4/ /4 4 ' , - / /4 / / 4/ . / •>< 7 /' / -:_-_-_ ) \ L \ T - / • , 4 z / 7 4 , . 4/ / / // A/. �/) / / z z / 4 / / */ / / / / /-*/ //////// / / / /*____/y .' / / i/� / // /v•�v / / )/, � / / II �/ 3 \ \ • /� / / / / /4 X 50 / / y / fix: / 3 / / / �' __ - / 0'4/ • w/ / / �1 / � ' / ®35 I- 3g5 / �/ , -, � / / ////47 / / / / i // / ,� ---- / - / ,� //; �/ / / • 4/ , /�•/, / • • ti � � % � ' 5� / / / V / 7 i / i/ /� � � // / / / / / / \ / / i 384 / // / / 7 7 7 7 / / 7 // / � ,� / / / / i • / / • \ / 383 • % /// / / / / / / / / / '; 4 4.4 #., / (�/ / / z / / / i / / / � � � � � � 7 / // �/ �� • •%• 4( -367 32 7 / kt.1404t4ot / ,, - ---- ,--- 0- / 7 7 i • / / /// i i /, \ �V // /t / z zz -- / / , c'')/ / 1 ---- - - ® INFILTRATION BASIN �ti v� _ /__ / / / TOP OF POND: 381.0' •\•.\ N , ^,� 5 5- / / 1\ *Ns.. ,/ / 7 / / BOTTOM OF POND: 377.5' // kid, •\. �x c9 , . /, 4 387 / RIM: 379.0' �� / /, 7/0111 _ _ / /,/ 7 / # - - ' BOTTOM OF DW: 374.5' � �_/ - _ • / / 4v FLARED END I� - _ _ FLARED END SECTION N 120 LF OF 12" INV. IN: 380.8' 7 7 / 380.7 SECTION HDPE @ 0.5% 0�0 '� °. / ��� INV. OUT: 380.2' �� ►� �� / / FLARED END SECTION T ���'� /� / / / 380.7 W/RIP-RAP APRON co�h 101 �� Project Title: % INV. OUT: 380.91' 380 \Nk. ST "�� �� s� �� � Myrtle Street � T � / HDPE OF 12" I - -//71- ) // Medical office / / • / CB-1 @ Nip / / / / RIM: 384.0' 3?8 �/ / /22 LF OF 12" �, Campus / /° // eINV. IN: 381.32' HDPE 0.5"/ C--- @ , LEGEND / 5� #vv INV. OUT: 381.22 . �1<� 37g ��r,� 38 A IJII, % 6 J59 55 Myrtle Street �- ..- 380 s - - PROPERTY LINE 1 & 17 Morgan Street ,„„„„„„„ri® 82 _ _ _ _ _ Saratoga Springs, NY 12886 K 375- EXISTING CONTOUR LINE i385.6 383 / / / 374 CONTOUR LINE / / (X1/1/ �� INV 3$4 / � DW-2 / / 1� / � i Ale, RIM: 379.0' ST STORM SEWER LINE 385.4 BOTTOM OF DW: 374.5' y I ' IIF UD UNDERDRAIN I HYDRODYNAMIC SEPARATOR-2 .. I i ; ... ' CATCH BASIN " . RIM: 384.9' ,.___., INV. IN: 381.11' AD INV. OUT: 381.11' i. I I YARD DRAIN * / �� TC 385.3 /' ( II BC 384.8 / / / °� i \ arel ' lr 385.8-1\ TC 385.3L__,,, 3a5 /// / /�' \`� I Project No.: 201517 _____ F z BC 384.8 u- / it( - / / Drawn: BAS Ch'k'd: MCB v � 76LFOF12" ., _ ____ _ _ _ ___ ___ • 7 , N HDPE @ 0.5% 1 ---------ftollt / ::: : 7/14/2021 Scale: 1"=30' 0 v S --I \ �� 4) � Description: Date: o 386- 1 \a,, 356 li‘ ._ 3-53- T 4 �� � TC 387.3 BC 386.8 . ,,___ \ /A RIM: 384.011 ' - - Alli H P 387.6 ��p INV. OUT: 381.7 �� g TC 388.0 •• \ V �, BC 387.5 ul / / HP 387.25 ��� /t - \\ �v�� �� BC 385.2Sg VA \\ 385.6 �e� "gayTC 386.3 38)> / 47 / ul 15', : / / •N73/ c_ J BC385.8 ? 387 / S I� \ \ Drawing Title Plannin g g Board # xx.xxx Site Gradin & \� ®v MATCH LINE SEE SHEET L-3.1 MATCH LINE SEE SHEET L-3.2 • s / Approval Drainage Plan i\ / \ \ L \N \i 4 \ 0 - TC 384.9 TC 387.3 ^D 386.75 384.7 BC 384.3 BC 386.8 � \ f__ �_ Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. o.N \ \2 7,1- \ 4 No, �, 386.5 _ �i17_ t, \ -4011 �� Drawing No. E Chairperson H NN O F N O W CO a ii 30 0 10 20 30 mN-0 Date Signed: i �fl)� Scale: 1"=30' L- 3 .3 ._(,), v- H12 "♦ GENERAL NOTES WATER SYSTEM NOTES ` 1. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE FIELD VERIFIED AND 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF RECORDED ON AS-BUILT PLANS TO BE PROVIDED TO THE OWNER. COVER BELOW FINISHED GRADE OF 5'-0". � 2. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, The LI/\ GROUP MUNICIPAL CODES AND LOCAL BUILDING CODES. DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. / J Landscape Architecture&Engineering P.C. 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN People.Purpose.Place. MUNICIPAL DEPARTMENTS IN ACCORDANCE WITH THEIR RESPECTIVE CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. kig \ / j' REQUIREMENTS. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE 40 Long Alley p: 518-587-8100 ' CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H Saratoga Springs f 518-587-0180 I L APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN NY 12866 www.thelagroup.com A� SANITARY SEWER NOTES OVER TO THE CITY TO VERIFY SANITARY QUALITY. `7 1. PVC SANITARY SEWERS, FITTINGSAND SERVICE LATERALS TO PROPERTY 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN Unauthorized alteration or addition to this document is a violation of Section 7209 of the LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE ANY WATER MAIN AND ANY SANITARY OR STORM SEWER MEASURED EDGE TO New York State Education Law. WITH THE CITY OF SARATOGA SPRINGS STANDARDS AND SARATOGA COUNTY EDGE. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN \� iio SEWER DISTRICT NO. 1. INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. ©the LA Group 2020 J 5. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD Cl \ a SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST CITY STANDARDS. Prepared for SREVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION DR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 6. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN Saratoga Hospital 7EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE HORIZONTALLY AND VERTICALLY.THIS INFORMATION SHALL BE PROVIDED TO SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT 211 Church Street I7 ' OF ANY ORDERS OF SAID MATERIALS. DRAWINGS. Saratoga Springs, New York 12866 ' 4. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH 7. THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL / ( OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. JOINT OF PUSH-ON PIPE. ®' 1,------------ S� _____________________An ' LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 ST1/ FEET AND SHALL BE IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS 8. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN STANDARDS. ON THE TRENCHING DETAIL. 5. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF 9. MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS / // 1359 SARATOGA SPRINGS CITY ENGINEER, PRIOR TO INSTALLATIONS. 125 FLANGE, MSS SP-60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND ° HAVE A MAXIMUM WORKING PRESSURE OF 200PSIG FOR SERVICES 4-INCH j 6. LOW PRESSURE AIR TESTING IS PERMITTED. TESTIS TO CONFORM TO UNIBELL THRU AND INCLUDING 12-INCH. PVC PIPE ASSOCIATION, UNI-B-6-98. irl 10. MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO ' _J AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 ' PSIG.VALVE SHALL BE NON-RISING STEM TYPE AND SHALL OPEN "RIGHT" / a i (CLOCKWISE) 11. VALVE BOXES A. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW(MODEL �" F2494), OR APPROVED EQUAL. B. COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED ' ' 1 EQUAL, AND BE CLEARLY MARKED "WATER". / 111111 915561 10. VALVES A. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). I Iii, , iliB. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC / COATED STEEL. 1 ift NI 4, \ C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. ` D. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI I % AS 1.10IAS 1.11. 0 ° E. VALVES SHALL OPEN RIGHT(CLOCKWISE)WITH A STANDARD 2-INCH ` is, SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. F. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, ' 39 338 BOLTS, STUDS, AND GASKETS. G. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. ' ' 11. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER (1-:°/ CENTURION A-423 AS SHOWN ON THE DETAIL. \ 12. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE). / (/) 13. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR ' SANITARY ' INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN.THE ' PUMP STATION CONTRACTOR SHALL CONTACT DIG SAFELY NY(U.F.P.O.) (1-800-962-7962)AND 20 LF OF 4" THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING PVC @ 2.0% 1.5" HDPE D (� I I JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES FORCEMAIN �J BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR SANITARY DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE Project Title: CLEANOUT F ' RESPONSIBILITY OF THE CONTRACTOR. M 22.5° BEND W/THRUST 8"X 6"TEE WITH 6" GATE I FUTURE BUILDING STUB, I VALVE AND THRUST BLOCK I Myrtle Street ' BLOCK END CAP AND THRUST 22.5° BEND W/ `ki. �� I 14. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, / /1 P4,1 THRUST THRUST BLOCK 22.5° BEND W/THRUST BLOCK FIRE HYDRANT ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES Medical Office A, I /I BLOCK I I 8" DIP WATERLINE ASSEMBLY I UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. Campus F 8"X 6"TEE WITH (1)6"GATE /------(', ■ 8"X 6"TEE WITH A 6"GATE VALVE AND (1)8" GATE 8" DIP WATERLINEV illitr VALVE AND THRUST BLOCK VALVE AND THRUST BLOCK I 55 Myrtle Street 4" DIP WATER y SERVICE I'I ( ) C ) 1 & 17 Morgan Street FIRE HYDRANT �, �W�� Saratoga Springs, NY 12886 ASSEMBLY �WS W_ W WWITH THRUST ) END PBLOCK II 1 LEGEND I W I PROPERTY LINE 8"X 6"TEE WITH 6"GATE `� SMH-2 r M Ilk& 11111Ir °VALVE AND 8"GATE VALVE RIM: 378.2' ' \' w EXISTING WATER LINE AND THRUST BLOCK INV. IN (W, FM): 367.55' ;� I • ' INV. IN (N): 367.32' y 1'IN - �.I �„ G EXISTING GAS LINE END CAP WITH INV. OUT: 367.22' 220 LF OF 8" ' ----1.....r EMU SANFM SANITARY SEWER LINE THRUST BLOCK PVC @ 1.0% \ ► 4I 3 •••••• L BUILDING WATER :::::: SANITARY FORCE MAIN L CONNECTION AND FIRE 6" DIP WATERLINE ■■1�11 • W WATERLINE %ILO it- n ° DEPARTMENT CONNECTION 111111 ' `` c 45 BEND W/THRUST BLOCK \ \ II RI I I I _ - 1 11111 • ' VALVE AND THRUST BLOCK 22.5° BEND WI THRUST 11111 • -ST- STORM SEWER LINE Project No.: 201517 \V • • BLOCK • 111111 I//\ ` 8"X 8"TEE WITH (3)8" GATE ` IN ����� ♦ FIRE HYDRANT ASSEMBLY Design: CMI ea VALVES AND THRUST BLOCK '4, H II" Drawn: BCS Ch'k'd: MCB �I NV BLDG. INVERT=370.0' ����� Date: 7/22/2021 Scale: 1"=50' • �\ NV01111 - SANITARY CLEAN OUT �� ' uT I\ SMH-1 I ° ' Rev: Description: Date: �i 3 UTgib oft ((3 RIM: 376.8' _ 45 LF OF 6 PVC @ 1.0/o p -F 375 I\ N� INV. IN (E):365.02' )I� I\ _ 1\ •gib INV. IN (NW): 365.02' .. 0 0 0 0 11/` 1111411* INV. OUT: 364.92' v =OC 1 s \ \ • \ 8" DIP WATERLINEN • e ( ��r�C 1an��C X IIS ]� • - -�� Vii_ �• � � � � _� � 65, in S _ \ ` .. Is - - - - _ - MATCHLINE SEE SHEET L-7.3 _.v - ND �♦ is - � � . E,' Pr 41100111 A "1 i � MATCHLINE SEE SHEET L-7i -1 .3 ` ob ' V ' _ \ .. \ in - - or Drawing Title E o `` n / \ � X Planning Board # xx.xxx Site Utility I :),.7 ; AApproval PIarlRUBIN DIALYSIS ` m 1111 CENTER ' Approved under authority of a resolution adopted r, 1 HDPE FFE=374.95 -4"-‘ \ ( '- by the Planning Board of the City of Saratoga Springs. 4741 r 2 a R - Drawing No. o V'% c,-0 N N -� \ \% �--" Chairperson H o a I ' 50 0 10 20 30 40 50 CO r-- ire ( 4111 1 I ; �� Date Signed: .,o . 0• Z O .. \ 18" DPE I /� LL 1C\%.4- oP Scale: 1"=50' L-"T.O ,! • LANDSCAPE NOTES Ci Cl ... \ 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES I \ ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED \ BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. The LA G ROU P I • \\ Landscape Architecture&Engineering P.C. 2. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN / \ UNLESS OTHERWISE NOTED ON PLANT SCHEDULE. People.Purpose.Place. 40 Long Alley r 518-587-8100 3. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH Saratoga Springs f 518-587-0180 / PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, NY 12866 www.thelagroup.com LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AS APPROVED BY THE OWNER'S REPRESENTATIVE. iUnauthorized alteration or addition to this A \ \ •• ) 4. ALL NEW PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED document is a violation of Section 7209 of the j • \ OTHERWISE BY THE OWNER'S REPRESENTATIVE. New York State Education Law. PLANT SCHEDULE \' ` \> 5. WHERE PLANT SIZE IS INDICATED AS A RANGE, THE PLANTS PROVIDED SHALL BE ©the LA Group 2020 KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT %., • • / • A FAIR REPRESENTATION OF THAT RANGE. TREESAla Prepared for: ' 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES AR 17 Acer rubrum'Red Sunset' RED SUNSET MAPLE 21/2"CAL. B&B '\ ,„ ` SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 3 „ Saratoga Hospital GT 12 Gleditsia triacanthos'inermis' HONEY LOCUST 1/ -2/'CAL. B&B .*1...... � :�- 2,_ ✓ P MA 9 Malus'HARVEST GOLD' FLOWERING CRAB APPLE 2-2/ B&B ill , , 7. THE CONTRACTOR SHALL OBTAIN PLANT ER'S� � � � \ PRIOR TO INSTALLATION. 211 Church Street - 0 �'� v Saratoga Springs, New York 12866 PG 70 Picea Glauca WHITE SPRUCE 7'-8'HT. B&B ilk 8. LAWN MIX SHALL CONSIST OF THE FOLLOWING RATIOS: g TC 4 Tillia Cordata LITTLE LEAF LINDEN 3"CAL. B&B O \io s ) % BY WEIGHT SPECIES GERMINATION TD 15 Thuja Occidentalis'Dwarf AMERICAN ARBORVITAE 3"CAL. B&B NATIVE MEADOW MIX 30% TALL FESCUE 90% ` 20% HYBRID KENTUCKY BLUE 87% TO 8 Thuja Occidentalis EASTERN ARBORVITAE 6'-7'HT. B&B 50% TURF TYPE PERENNIAL RYE 90% OR 30 Quercus Rubra NORTHERN RED OAK 3"CAL. B&B �� SHRUBS \ �, 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR Ca 52 Cornus alba'Siberica' RED-TWIG DOGWOOD 30"-36"HT. CONT. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 401 r 111 ' TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNER'S Ig 85 Ilex glabra'compacta' COMPACT INKBERRY ' I #7 CONT. CONT. � REPRESENTATIVE. Ph 572 Phlox paniculata PHLOX #3 CONT. CONT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANTING Sb 42 Spitea Bumalda'AnthonyWaterer' SWEETSPIRE 24"30"HT. CONT. ',',',',',',',',',',',' FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO THE Rudbeckia fulgida oldsturm' COMMENCEMENT OF PLANTING. Rf 507 g g BLACK EYED SUSAN #3 CONT. CONT. � Vd 36 Viburnum Dentatum ARROWWOOD VIBURNUM 30"-36"HT. CONT. , , , * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * , � 11. NEW PLANT MATERIAL SHALL BARE THE SAME RELATIONSHIP TO FINISH GRADE NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM OWNERS REPRESENTATIVE 0 „igio AS IT DID IN THE NURSERY. / 4111611 ell Ad.* l ill 12. ALL PLANT BEDS TO RECEIVE THREE INCHES (3 ) MIN. OF SHREDDED BARK / _ MULCH ON WEED BARRIER FABRIC. /• / J 13. PREPARE ALL PLANTING BEDS TO MIN. OVERALL DEPTHS SHOWN ON PLANTING /• 41111141.44i " /.. DETAILS. /• 14. AMENDED TOPSOIL BACKFILL SHALL CONSIST OF ONE (1) PART MANURE TO e I I / EIGHT(8) PARTS TOPSOIL AND BONEMEAL @ 20 LBS. TO 4 CY TOPSOIL. \,)! 1 / Illil\ I 'a . . Q \ % 15. ALL DISTURBED AREAS NOT SCHEDULED FOR OTHER WORK SHALL RECEIVE SIX • O . ' ., INCHES (6")OF SUITABLE ON-SITE OR IMPORTED PLANTING SOIL PRIOR TO ,,,,-- , eil, \ SEEDING OR SODDING. • C / / i.*O1► 16. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A MIN. OF ONE (1) ® \ \ilk YEAR. ) , Q 1110 / '` 1 17. THE CONTRACTOR SHALL MAINTAIN ALL WORK INCLUDING WATERING, MOWING, 4 0, . AND PROTECTION FROM TRAFFIC UNTIL ilit / N MATCH LINE SEE SHEET L-5.3 fit '� 18. FINAL ACCEPTANCE OF THE PROJECT. 11 I MATCH LINE SEE SHEET L-5.3 MATCH LINE SEE SHEET L-5.1 4, N \ / MATCH LINE SEE SHEET L-5.2 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS \ : fia r, ` DAMAGED OUTSIDE THE CONSTRUCTION LIMITS, AND ITEMS WITHIN THE SITE - -i ; ® 0 0, ` 1%h THAT ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. w w i � www �'' z z - I 20. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL Isle• • 07 07 mi., 0 • MEASURES AS SHOWN ON THE PLANS. w w111 • w \ w ° � As *( _ 21. SEED/GRASS SPECIFICATION: z � z - - O I p THE SEED AND SOIL AMENDMENT SHALL BE APPLIED ACCORDING TO THE I -i J / 1 � - �¢ -� � I() v - J401 VP - -''-''-''-' RATES PER THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLING �� ` \ ft \ `-I \ ,{D• • I I THE FABRIC. \ -// I o 0 NATIVE STEEP SLOPE MIX W/ANNUAL RYEGRASS 12,-44 0 /• �� / � MIX COMPOSITION •ill lo 4 t'.1-11.°' 1 !� id 0 \ ' 31.1% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE INDIANGRASS Project Title: / • 44 4ft- isiii NEW ENGLAND 2 ECOTYPE) • gpi, 24°W/ELEcle ispiprwrep I 20.0% LOLIUM MULTIFLORUM(ANNUAL RYEGRASS)vi Myrtle Street • #1,,,„ ' in I . ., , . , ! r 411:0 _ ip, 1 • 14.0%ANDROPOGON GERARDII, 'NIAGARA'(BIG BLUESTEM, 'NIAGARA') Medical Office / 12" ip io 67 .L 'IP i 10.0% ELYMUS VIRGINICUS, MADISON-NY ECOTYPE(VIRGINIA WILDRYE, o a 37v4± 373.8.0,HRUBS 24 � •/ 41MADISON-NY ECOTYPE) \� /• , 373.85 0 _ Campus i y I 7.0% ELYMUS CANADENSIS(CANADA WILDRYE) ' } 373.92 1," � �� � � IIII',' 374.04 / / i � - 1 3 4 4 4 _- �� ®�� 4.0/o AGROSTIS PERENNANS,ALBANY PINE BUSH-NY ECOTYPE(AUTUMN BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE)Ili: 55 Myrtle Street •,•/ }37 .s. 374y• oc o 1 & 17 Morgan Street /• +75/1/ 4.0% PANICUM VIRGATUM, 'CARTHAGE; NC ECOTYPE(SWITCHGRASS, } 374.04 1 37 b 4 b Q b Q Saratoga Springs, NY 12886 / C a 'CARTHAGE', NC ECOTYPE) oaS ns Ss 37 E / `_ '6 90 , 24' / • ' I c,, ,r•-' - I 3.0% PANICUM CLANDESTINUM, TIOGA (DEERTONGUE, TIOGA) ls" �Gi • / 1.5% ECHINACEA PURPUREA PURPLE CONEFLOWER •• 31 7'19 h, ��� ��� ��j 411111 411.1... O /Z- 1.3% CHAMAECRISTA FASCICULATA, PA ECOTYPE(PARTRIDGE PEA, PA ifs: "24" / TWIN 18" �' MiltD C7iTi•• v�i 37,._ 375.0, b �� � � • I ECOTYPE) / /60'\ +3749 % a 1.2% HELIOPSIS HELIANTHOIDES, PA ECOTYPE(OXEYE SUNFLOWER, PA • \\ 374. 6ti41 468"_ / L� �I\ eIeleIeiozeiese7o7e 7O = b �' p I ;, ° ECOTYPE) 24" �AUVA�k e1e1O1eI0 ZO ZelO ' • 37., -, 4����, ZeZe _ � tib.; 1.0/o COREOPSIS LANCEOLATA (LANCELEAF COREOPSIS) 18/ 9 g 'Q q�/ ° 1.0/o RUDBECKIA HIRTA (BLACKEYED SUSAN) / � 376.19 a ,i b Q e101ee Y7i'ii! ��� v�+ Q S' . t�L/ � *Ai ® o I 8' �_ uE r�iirrr�, oma` �' -All �^ di 0.3% MONARDA FISTULOSA, FORT INDIANTOWN GAP-PA ECOTYPE(WILD / 2a° ® ��v ® p ,oma`°� p �r .z<". 4 � �I '° BERGAMOT, FORT INDIANTOWN GAP-PA ECOTYPE) J • / fp 5 `O U b� d00 �e� J0\ !`e�eT'�.el®�®ewe e e oier .��e��O ees°.O.�mieeoe'�' _ eeee�#4,,,,A).• 411,4111®_ I 0.2%ASCLEPIAS SYRIACA (COMMON MILKWEED) ix - dme a' o., a 1.114 El--- ate to® �o j / 8" •74.73 OS- 08- / \ 9ee� Le ®.e L_J a 4A1e1�9 J ° 0.2% SOLIDAGO RUGOSA, PA ECOTYPE(WRINKLELEAF GOLDENROD, PA • 18"18° heti ii 48 - K�® ; I ECOTYPE) 4 �� e � Ii9 A. Project No.: 201517 �O elb .\ ls" '\ 8.. e�Oti �' %� ■ l4 I. 4 ° , I Design: CMI 365 ` \ * _ RU: �� e� O / `\ „,„„,7,••••••7, �. „� ti �'+ Drawn: BAS Ch'k'd: MCB S U P tr, 37s.43j�a, �� e�eti / • eel I• ,J ° LEGEND Date: 7/22/2021 Scale: 1"=50' BUFFER ` ` � ' -: EASEMENT • \ •' �` e0 01� BOOK 1410 '- --D 4i .AGE 782 y�'PINE SIB- .ii, IIP oe'I I ° PROPERTY LINE Rev: Description: Date: et ER ZONE ` All 0 •I 0 I Alk �� 'd ' UMEN PINE \ Q e t • .40 I 08 DECIDUOUS TREE PLANTING , :. 1102s 0 : � �I vV% • \�'PINE �. `��' '9 n • o Iv NIk PINE �v �® b ° eft ur -IN UT \\. .. . �e• •�.� N. �,. TWIN PINE 3,5 \ Nr,PI 2" 11 NV ��to e`®® 0 70EVERGREEN TREE PLANTING a MAPLE �p�\ I E O 1 0 UT �/ ,,, _ 01 SL__ �i •�A -/�A ,, PIE1\ Ali \V/ 10' _ �\A \ wi�� . 40 11-1,:fat.rpoe•��C� O�Ois1A�110 .�� ��e ..-. • -.. }412:21114: • 00 �� O SHRUB PLANTING RPL. T or ` �.�. �l ill lg UAW a / ,Ii ._sem 1,,, \1i. `• lit • ID dil L \ \ Drawing Title c0 / A a '� n.. �. RZO - _ •�� ,,� �T �� - _ Z - - - Planning Board # xx.xxx Overall Sfie w ite �, \, - - - g Approval Landscape Plan _, v _ _ � • MORGAN STREET p - g / C \ , �1�, T T _ �„ �,/"� 11 .1,pA�E 7844.,.„..,,,-.7 s Approved under authority of a resolution adopted ct ��1qi� \� by the Planning Board of the City of Saratoga Springs. o a �� t Drawing No. Q N- \ / to - \ 7p 73 Chairperson 0 � ( 0 RUBIN DIALYSIS \�I" Cl_ CENTER m 50 0 10 20 30 40 50 d'N ' c°r o 1 FFE=374.95 < T 12�.HQpE ® \ I . - co 0 . \� Date Signed: • \ A \ \ / \ \ Scale: 1"=50' L- 5.0 MATCH LINE SEE SHEET L-5.3 ------.., kg The LAG ROU P . 1 . 1 . 1 . 1 . 1 . 1 . 1 I • b4 I � I I I Landscape Architecture&Engineering P.C. � /' cy People.Purpose.Place. H / 40 Long Alley p: 518-587-8100 • w \ Saratoga Springs f 518-587-0180 = NY 12866 www.thelagroup.com w \ w w / L: Unauthorizeddocumentisa alterationviolationof or additionSection to7209 thisof the Z J \ �� = New York State Education Law. 8.P U ©the LA Group 2020 • LAWNk Prepared fora • • • •/ Saratoga Hospital / / (111111 / I 211 Church Street Saratoga Springs, New York 12866 ,......0/ z/z 12., / gfox o / II. ir otie Aif 1/ 111711.111.011.17111111i VOI IF -111"Iti / 24"W/ELEC i. P*P- 0-4,--- 1pp 111 illtilit.e 1 /• 1 � / •/ 373.74} HRUBS �� 24" \ -= 3____ \` / j • I /' } 373.88 IV/ �, • } 373.85 0 �� - 374. \ 'llll� 0 1/'/ Illb4 / 0 } 374.04 H,. � '4411 � Vd �. • 374.04-F \ j� �� / 37s.o7 6" / 5 8Oh �%0�. 8 �•� 8 5 10411 374.06 El /• 375.13// A QR Vd CO Vd QR ' /• } 374.04 ^�, �� 374.14 i %1104111 ip AO 375.28 / • � /0 J/. , / ./*/** ge /1.90 01.01 wale 0 42141° QR 37'.28 �I \I/, TWIN 24" /. 375.19 ° ° 1. 0 ° ) %- C1111.' ./ TWIN 18" •LE 374.71 375.09 /• �I� _,___...--.0'.1- } 374.95 '60 �ti 0�� 25 '' • �I� 374.67 /N LUa - b raj t�1�1�������L�L�����p������T�T / 0 '' ,-- 141,•• // 3747! 7MP �6�� ii b 4 ► � ff. /•' LAWN j )E OE 362 {St 37 19' ., \ / / / /••/•• :4"4111146.4111 p 411W14 16 / Icer- Ig / / / / • /• 1,4 374.73 ,4Ce 413. \ / 374.83 O _, 18" 18" �4t" n \ . I ( / / / . •\ •\..\. �1\I,II 18' 1r r, �'\ O I /77J VP 365.46 eelf \ / �., •� o� .. v''v _.. B s15 5"HRU6 4��� �� Project Title: / •elf \ 375.7 .ir"....7222L.375: ����� ��3j Myrtle Street ER .• �� 7 ���, /� BUFF elf SUMP � ,,� 164 Medical Office EASEMENT filO � v ���1'/ BOOK 1410 . .................... `` � SAGE 782 v' /". LAWN AR Campus SHRUB ` \• � \'\-. / eft • NE , \\ _� v� G dr, ... /...--- 55 Myrtle Street ER ZONE • r •° \ UMENT tom. rMorgan Street LAWN 1' 1 & 17/ / �c� �� � 'PINE ii. r►11028- .�� ��N AR �� v• 1 )� �. -�� N. 'PINE eft �. • •• ill ° b Saratoga Springs, NY 12886 JAziik • v °% ��_ UT --,4, 'PINE �2„�1-- v.. 06 IN PINE 375 V ', PINE UT 1 M PLE PINEINEE eft l • lu \.• 4 / fe i'\NIn 4 �_� QR 11111 / � \ iifkik LEGEND •v. -----, PROPERTY LINE _ Project No.: 201517 •. rte'` eft �°� v v•.v Design: CMI Li •. :iiiiiiiiii\-•-•/. 411••7:-• -� DECIDUOUS TREE PLANTING Drawn: BAS Ch'k'd: MCB • A III 1111 yr 4�� �� eft eft v v ' 371.56 Date: 7/22/2021 Scale: 1"=30' v "a 0 EVERGREEN TREE PLANTING a ur `� I Rev: Description: Date: _c q) eftk '111 1I / `NT I ;��,f. -10 PAGE 7=�,,y ur O SHRUB PLANTING U .. illi I�v\�� N ii- • 9 / i, 1/� � SEE SHEET L-5.0 FOR PLANT SCHEDULE AND LANDSCAPE NOTES. 1111 RUBIN DIALYSIS N j� � CENTER Drawing Title II- 0 FFE=374.95 •-••4111 ~ 12..1-10PF ST - Planning Board # xx.xxx Site Landscape ,/ iw Approval Plan Q fLI �6 �� z Approved under authority of a resolution adopted u VJ by the Planning Board of the City of Saratoga Springs. LU r- 'oz a 0 0 Drawing No. aNN 373ul L N 0 / P, Z-- � Chairperson a ii 30 0 10 20 30 CON 0 as E Date Signed: i �Z � n, Scale: 1"=30' L- 5. 1 11 53 u / / / , `., AL ,,„--" \ , ,, 1 : _ Lig 141' 0---- 9 x The LA GROUP 4 2� �� -. � 2� \ Landscape Architecture&Engineering P.C. 51410 %I PG ' 'ili\I p People.Purpose.Place. MATCH LINE SEE SHEET L5I I NI_ 1 \ 1 1 • 1 , - 1 • Ilik‘IIIIIII _J I .3 40 Long Alley p: 518-587-8100 o Saratoga Springs f 518-587-0180 _5 "/ *4?\ \ \ *- 0 0 © s �, NY 12866 www.thelagroup.com QR QR PA Li.' �i w 52 `` ® Unauthorized alteration or addition to this ,*, E2 • �1 \ / �_ document is a violation of Section 7209 of the w _ II.' 111, New York State Education Law. :,) 1 . it ., . PG ©the LA Group 2020 1 ip ____......../..\ z i \� �G� I H . kill �'1 \ r �' - Prepared for: Q I . p �� <<�ci P11 1SP 1 �� i • Saratoga Hospital 4 211 Church Street — — —"— — — '—"—i SaratogaSprings, ew York 12866 ��"V ��� /. N # ‘- I • 1 is 0 . , J h Ic o AR '111, '111111 o! �I \ • AR •• \ ID illi1\ Ili 4$i 0, 8 ,,, 10 . ft . . .K4, • • . . 1 V I PG ilik iiIM • './ ami' L 40 r �o'�_1 I� o';�I 0-1 X16/, 0 ; a © flifri '011 ( . ME AR AR • I ,411■INUMIIW 4,,mrs Q L4 �� No c2 �� 252 0 Q 111111r 1 ► h LAWN . ,04T1 I • © © ; i I Ell PA ` irr• '- : l:Cl Qi _ii • ,c) IC ,117 , IIIM, 41---, 0 , , . .„.. ),- (---....„--\ . . .. 0 M 1r .r� g, ) ,... ..L.. .-,.., _...,„\ ... _., .. .,„ a reb •Telr•,_,,T,'.=-=i-_ , lin �- 38 337. AIEin En AM\ - is -•••44 • ' - ) �— 136 136 ' 1%C ,,,„,..,. 2.--- — — '?; .1. rry Ph Ph © I AgiZAHROMIP p Mr&444 4Alliiii! vd 1001046••••••• , ilk Ai&.11. . A ME El i• , ASO Oft AiptiVII\etor14•-",),(0,-•Isk-ANe..---.._ -••••- — \ GI VI,Vi0011%MM.MINIM ligii NM iMitil;rii*A140 *-.... MW ler orietairAdri , !..., . A 74.1.14, ,,,x . MI NALtiell— p4 nyal L.1 ) ��� ,= d ,� IWO MI Ig In i1ii*1 • } Project Title: �` Rf Ig Rf Rf l �= El o © C�� / Q Myrtle Street ��■ I 0 9 © 0 0 Rf Rf 1 IJ o��+�. 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' 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 +0.• 0.7 1.0 1.2 1.4 1.5 1. 1. 0.• +:.- .4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 N TWIN PINE s f:' PI 4.7744 •• •.•. ••, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0., 0., 0.2 0.3 0.4107_ 0.9 •9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •• •• 0.0 0.0 •• 0.0 0.0 0., 0.2 0.3 0.4 6 •.a ,.0 ,3 ,.3 ,. 0.' 0: 0.5 0.40.3 0., 0., 0.00.0 0.0Op DECORATIVE STREET LIGHT o a MAPLE '..-)•!\'',...1' IE fT Ur 'o �V + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t .+� + •+ + +m'P�=pham '(A %q\ /I� �.r 'PI /'i� 0 .1 •0 •.• _ •. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3C6 0.7 0.7 O. 0.0 •• •.• Op 0 0.0 8.9..••90 -- _.-„�.. +0. _177070- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •1 0. 0.2 0.3 :�:•..■-.... .ii•7. 7,7••,1, , 0.4 0.3 0.z a, a, 0.0 0.0 0.0 0.0 0.0 vs-dI E + + + + + + + + + + + + + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + + + + + + + + + + + + IC 0 -•J PARKING LOT LIGHT • //I • -40 0.0. 0.0 0�Q 0.0 0.0 0.• ..0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0 1•'. 0.5 0.5 5 0.4 OA 0. a�0.0�9•-0.9-UO• Q. ±..0.7-:,07071.+=+b.,570 +6.67+.0.0 0 0 0.0 . 00 0., 0.1 02 0 OS-g.B. ..9-0r,• •.. •• .. •.0 d.+0.0 0.0 0.0 "WO jiP + + + + + + + + + + + + + + + + + + +0;1 +02 +ter. • + + + k + + + + + + + + + + + + I � T •, PL \ .^ R U T E 0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.1 i 0.3 0.4 0' 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.• 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 s \Io• q\ o o.o o.z o3 + + + + + + + + + + + + + + + + + + + + + + + + + + //` 1 R zo.. ilib +� + + + + + 1+ + + + + + + + + + + + + + + + + + + " o.o o.o o.o o.o o.o o.o o.o o.o o.o o.• o.o o.o o.• o.o o ;� _._ -.o ,• .., o.o •... 1•.o o.• ..• ._: p / • E ,/ n• o.o o.o o.o •• a, a, o, , • •, o.z o.z o.z ~.., o o.Q o▪.o. 0.9•.-9e o.o• o„ + + + + + + + + + + + + Drawing wing Title 1 -. 1 �� 11� ���• U oo o. oo.o o.o o.o o.o o.o o.o o.o o a, az �z •. 0.3 0.3 O. o.z�.o o.o o.o o.o o.o o.o o.o o.o o.o o +° o.o o.a--�� o:o 'o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o • •.o o.�� o.� oIf - � �`� \' .. - -. - - - .. •. Planning Board # xx.xxx Site Lighting 0_ d �f� o o. •.: v. •.o o.o o.o o.o a, • 1 . _ •. ► •. .• •• .'•,• ..o •• •r .. .: ., :: :. .. •r' •• oo oo oo oo oo oo oo m 4, `�V �1 36' "� Illl�llln..�iio,..:tir fl- �// . 0.... 'ol• • y��- 0.0 0.0 �- �i• •• .. . ±,., :: :: L0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 +0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 , Approval Plan =1 q �> �... \ „1\ I `l 0.0 .0 •.• i I▪ f. 0.0 0.0 0.0 0.0 •. 0.0 0.0 0.0 0.0 0.0 0.0 •• •• MORGAN STREET 0 .0 .0 OA +0.0-7-00▪.C•]�:0+07,7•,:0 07, O:D .0 .0 0.01#0.0 OA mi mil mi Imi _ g i c� � 4'�� �' �' T •. sP Approved under authority of a resolution adopted �"� �„ .1•pAGE 7=i.-�� •.• 0.0 0.0 0▪.0 0.0 0.0 0▪.0 0▪.0 0▪.0 0▪.0 •.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •,1_,_,.. .• •- __ •.. 0.0 0.0 0.0 0.0 0▪.0 0.0 0▪.0 0.0 0.0� �0.0 0.0 0.0 0.0 0▪.0 0.0 0.0 0.0 0.0 4,--- ,,,f4iV l ' 0. b the PlanningBoard of the Cit of Saratoga Springs. 0>Q g -= j = n �� Drawing No. (ANN �6 N O 4 73 , o 0 ROBIN DIALYSIS , Chairperson _ -+ p 17 ( rT1 E N a CENTER \11%," ,1' CO��, ) FEE-374.95 17 .---- J2'' m r • 50 0 10 20 30 40 50 jz�.HapE \ \ E `_ LI LA®� Iill m Date Signed: i-- LL Scale: 1 =50 W ` r , ' 2 mmz ` wZp 7 / '' � �� o /� CI) (I) // , . / / �\ ss c //s- The LAGROUP � / I\ s� 1 / \_ Landscape Architecture&Engineering P.C. m \ \ People.Purpose.Place. \ \---------( :- '\ , �' / \ 40 Long Alley p: 518-587-8100 , __ ,, Saratoga Springs f 518-587-0180 ■. i NY 12866 www.thelagroup.com ,---- �, Unauthorized alteration or addition to this A_1 / / / document is a violation of Section 7209 of the 14� \f \ New York State Education Law. \ / A i ©the LA Group 2020 :2i,.,:, / i / m_\ \ / , \°' Prepared for/ ra SAWCUT, REMOVE AND DISPOSE EXISTING SIGNS TO REMAIN / ''1 c \ OF EXISTING CONCRETE AND BE PROTECTED I1 y / Saratoga Hospital PAVEMENT TO FACILITATE i DURING CONSTRUCTION 4Ur / STORM SEWER LINE _ // ` \ o TYP.FENCE, \� 211 Church Street INSTALLATION - - SILT �� IIII, ` ' Saratoga Springs, New York 12866 REMOVE EXISTING CURB �\ r �� _� 0 �, s0 1 \ a _�-�� �/ • M- 0 —�_,, ,. • e— - - - - a � - i ( r / I 01-7;1 SAWCUT, REMOVE AND DISPOSE OF SAWCUT, REMOVE AND DISPOSE OF I_� �� _ _ , _ _ _ _=-Q= _ ____� ASPHALT FOR SANITARY AND STORM EXISTING CATCH BASIN AND �� \ --� ____ _� - / l // ;/�� SEWER INSTALLATION. PATCH ADJACENT ASPHALT PAVEMENT AS ! •� / / / a ri • 4 ft 4.4,' / ASPHALT PER CITY OF SARATOGA NECESSARY TO FACILITATE THE ��'� �Afr• / TREE 7i . . ,I _ PRO T "STING �L�AR EXISTING PROTECT EXISTING MASONRY ��r / J REMOVE EXISTING SPRINGS REQUIREMENTS, TYP. INSTALLATION OF NEW CATCH BASIN N ___ PROTECTION U TY LE DURIAIG VEGETATION, _ WALL DURING CONSTRUCTION ( __ LANDSCAPED AREA, TYP. / — _ CO RUC ION_ TYP. A. . ` : FENCE,TYP. `A__ ` _ i , I / '41.44-111k '' . �A. fr .44- .�� _ ? �� �� lr �ir._._ E OVE EXISTING MASONRY / L -/ - - - i�� 7 \ � I �������'�I�� #140bi ^4.4.,11r# 71,41���4F,� ��h��������������� ® ILL RS AND WALL p f \ • m „ �� �„ p�Sitli REMOVE AND RELOCATE EXISTINGa - ww�—w w w w w 1 w — �'C111_/ 1 1• , .- / / ,l./1�-1 ) //.. 1 "" 1 , �I �� ������I — I w w w/ w w w w - - i UTILITY POLE NG 18S AND GUY_ EXI 9_ • e4s: / ATE WORK_ _ _ _ _ � � S`TING'NO PARKII,NG ANY � � z, WIRES, TYP., COORDINATE �j --/ / // %®/ % �/ �/� ��► ��., c ilkG c c TfME'cS c ' WITH NATIONAL GRID _ _ ��. M. �1 �•� �" 0 �s��t � `' - - - - r y f, 3 f F. I itral - m. 2931. \ �� _ I - REMOVE AND RELOCATE �,V. �� ®_ ���►� z i' i EXISTING UTILITY POLE"NM 18" _— _ _-- I �• • . Iw � Li-iSAWCUT EXISTING ASPHALT PAVEMENT, TYP. 4 7�c�_ AND GUY WIRE,TYP. 1 \ �� • l� PATCH ASPHALT PER CITY OF SARATOGA �" �_ �> EXISTING TELEPHONE �__ REMOVE AND DISPOSE OF EXISTING Z \\ 000,0, _ �3. + UTILITY PULL BOX TO ASPHALT PAVEMENT TO FACILITATE SPRINGS REQUIREMENTS, TYP. 1 �i s Pvc a l I / i REMOVE EXISTING TREE,TYP. �� sq ��� SAN SWR I a REMAIN AND BE PROTECTED /z z INSTALLATION OF NEW SANITARY EXISTING FIRE HYDRANT TO I/ • I SSR • = - I DURING CONSTRUCTION. II AND STORM SEWER UTILITIES,TYP. �� � ii Y I 1REMAIN AND BE PROTECTED I IIvEXACT LOCATION TO BEDURING CONSTRUCTION, TYP. ja' >\ /I-. 'II , VERIFIED IN THE FIELD (. 11 o- oMATCHLINE: SEE SHEET L 1.0- PRIOR TO CONSTRUCTION o o EXISTING MAILBOX TO BE I 111 EXISTING STREET SIGNREMOVED AND m FR REMRELOCATED CONTROL PLANTOBEREREOLOCATED I /REMOVE& DISPOSE OF ASPHALT z PAVEMENT,TYP. m / , • LEGEND EROSION & SEDIMENT CONTROL o Ak. 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A I / .x / _ _ _ _ PROPERTY LINE REMOVE AND RELOCATE EXISTING / .x MEETING WITH THE OWNER'S REPRESENTATIVE TO REVIEW THE UTILITY POLE"NM 1"AND GUY WIRES, tar., / I MATCH LINE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR COORDINATE WORK WITH NATIONAL GRID ° •' SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT /. .x A m CONSTRUCTION LIMIT LINE �C / CONTROL AND STORMWATER MANAGEMENT. / •x. .. EXISTING 'NO PARKING x 1 312 EXISTING CONTOUR ANY TIME'SIGN TO REMAIN x I.: / 2. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL I f Xi REMOVE AND REPLACE BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR EXISTING ASPHALT PAVEMENT a x j /// ASPHALT PAVEMENT INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. ALONG MORGAN STREET TO BE2A •;ilo• I / �. MILLED AND RE-SURFACED I / X lir.•• MILL AND TOP ASPHALT PAVEMENT 3. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN X. I • SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYS DEC AND THE • REMOVE AND RELOCATE `x•1 • .x: .�������������� REMOVE CONCRETE PAVEMENT CITY OF SARATOGA SPRINGS REQUIREMENTS. EXISTING OVERHEAD UTILITY .x .7. x . . 4. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LINE. COORDINATE RELOCATION X --- REMOVE EXISTING VEGETATION MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR WITH NATIONAL GRID,TYP. ' " 'x \ I �-, _ �, �,x THE AREA IS STABILIZED AND APPROVED BY THE EROSION CONTROL ' _— �` � I7 / / .� Project Title: STRIP AND STOCKPILE TOPSOIL INSPECTOR. , X\,. • I ` j X� � _ ' �/ N/ /% Myrtle Street "�o�o�o�„,of per, 5. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL X ,�/ ///i _ — ��� �� I .g40. STABILIZED CONSTRUCTION ENTRANCE MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY ,x. � /�//� � � x ,/ )/ /// /1 / Medical Office CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION REMOVE AND RELOCATE x V \ ////// ( �/ /// �// / OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM EXISTING UTILITY POLE "NM I� X /�/ // // // Campus ��✓�\�xxxxxxxx�c REMOVE ITEM THE CONSTRUCTION SITE. 2"/"NYT2", COORDINATE 11 . 1 f4: II - _ II///I //// / WORK WITH NATIONAL GRID 4�/ / ' / / 55 Myrtle Street 6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH x..' SF SILT FENCE x i�I I( � �/ /1/ l THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND x.• —I I , I \ 1 & 17 Morgan Street SEDIMENT CONTROL FACILITIES. X ' - �/ x . i I I ----- , Saratoga Springs, NY 12886 TREE PROTECTION FENCE •x•4 • _ i _ _ REMOVE(10) EXISTING � \ _ f _ 7. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND SPRUCE TREES, TYP. `x d / - - -_-_- TP-1 MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. �, X% �- ' i \ ' - ` �,' TEST PIT LOCATION aA _ 8. A CRUSHED STONE, TIRE CLEANING PAD MUST BE INSTALLED AS / — - - - -E — SAWCUT PAVEMENT CONSTRUCTION ACCESS. THE STABILIZED PAD WILL BE INSTALLED r,,,Ist,? •ACCORDING TO THESE PLANS. .X 40 0 10 20 30 40 9. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. 1/..t / - / —_— Scale: 1' 40' 10. ALL CATCH BASIN INLETS SHALL BE PROTECTED. .x.• 1 \ i 11. ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, 01°,-‘7' ..i:i // \ BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. A. , 12. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION MAINTENANCE 0 • `tr:� / Project No.: 201517 - BEFORE GRASS IS ESTABLISHED TO PROMOTE EARLIER VEGETATION 1. THE CONTRACTOR SHALL INITIATE STABILIZATION REMOVE AND RELOCATE \ \ / / \ Design: CMI Hw Hw COVER. MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF EXISTING UTILITY POLE"NG 3", .x .. • \ / ) \ Drawn: BAS Ch'k'd: MCB LL o THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR TYP., COORDINATE WORK x , \ \ 1 Date: 7/22/2021 Scale: 1"=40' 13. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 WITH NATIONAL GRID �' CONTROL MEASURES TO BE DETERMINED BY THE EROSION CONTROL DAYS. X / / Rev: Description: Date: INSPECTOR. ty, , ),• _ . I / a 2. SEDIMENT SHALL BE REMOVED FROM STRUCTURES x. I oI 14. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN AND SWPPP WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY / I \ MUST BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION. 25%. • / \ Nil im 15. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL r -:0- � Is � / CONSTRUCTED STEEPER THAN 3:1. SLOPES GREATER THAN 3:1 SHALL REMOVE AND RELOCATE I N 1 ,,�� N BE INSPECTED WITHIN 24 HOURS OF A STORM EVENT EXISTING UTILITY POLE "NG '..* Ilil 116 BE PROTECTED USING ROLLED EROSION CONTROL PRACTICES. 'L7::�! ��\� �,� AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN 3-112", COORDINATE WORK ►,� s, - � GOOD WORKABLE CONDITION. WITH NATIONAL GRID i 6, % \� -‘ ta.\ `...V ,\MD _ en -' 16. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING 46; iia I / i _TO NYS DEC AND CITY OF SARATOGA SPRINGS STANDARDS AND MAY 4. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF [ —_ ii --_\ — Drawing Title Q INCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND THE SITE ON A DAILY BASIS TO COLLECT LITTER AND REMOVE AND DISPOSE Al i% jai o' WATER. CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. ;� OF EXISTING , I ►'�� I Planning Board # xx.xxx Site Demolition, CONCRETE PAVEMENT, - i►s I N list 17. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION 5. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED TYP, .! Approval Preparation, a n d ,,, AND FILLING OPERATIONS ON THE PROPOSED SITE. MATERIAL SHALL BE COVERED OR CONTAINED BY 1� :! SEDIMENT CONTROL FENCE TO PREVENT EROSION. ,, I `<Ia Approved under authority of a resolution adopted ESC Plan - Offsite I 18. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SAWCUT ASPHALT PAVEMENT ' I W i by the Planning Board of the City of Saratoga Springs. o N SURFACES,WHERE APPLICABLE. FOR WATER SERVICE Z Q o INSTALLATION. PATCH ASPHALT ! I 1 Drawing No. Q`° 19. ALL VEGETATIVE MATERIAL SHALL BE SELECTED IN ACCORDANCE PER CITY OF SARATOGA 1� w o ► j Chairperson o N WITH AMERICAN STANDARDS FOR NURSERY STOCK OF THE AMERICAN SPRINGS REQUIREMENT T� , ca"a ASSOCIATION OF THE NURSERYMAN AND IN ACCORDANCE WITH NYS ----x---___ I I m�� 0 a) DEC AND TOWN OF MILTON STANDARDS. I Date Signed:• �_ O „ 0z �- I ! , , ,,, I • . —� ikig, N 41 I ° s N�-ysiI The LA GROUP ss, / 1' . s� 1 Landscape Architecture&Engineering P.C. P6' \ \ People.Purpose.Place. 40 Long Alley p: 518-587-8100 si.11::/ / > Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com �� l IIiiirAtoointit ----r' Unauthorized alteration or addition to this 1 document is a violation of Section 7209 of the New York State Education Law. /410 / • :,, I, ' • ©the LAGrou 2020 p• Prepared fora ill REPLACE EXISTING CONCRETE � l S ratO a HOS ita l SIDEWALK AS NECESSARY TO I�� Q p FACILITATE THE INSTALLATION OF41P-) . / / RELOCATED UTILITY POLE ```�� NEW UTILITY CONNECTIONS, TYP. t AND OVERHEAD UTILITY °�� 211 Church Street g / CC, LINES, COORDINATE RELOCATION WITH NATIONAL #1 / Saratoga Springs, New York 12866 REPLACE EXISTING ASPHALT Ol v Nv � �° ) i / GRID, TYP. �� AS NECESSARY TO FACILITATE �\ ' � � j / i DETECTABLE WARNING ®�� THE INSTALLATION OF NEWS • UTILITY CONNECTIONS, TYP. i 3 vP �� *RSSTRIP, TYP. •+® i ��� � / — CROSSWALK ®®'�® ----"\/-----4 / �� � ASPHALT PAVEMENT 3 KEY, TYP. o ��� Al i\b15 ii 141.15' �, 297.99' U _sr 3____ . 57.57 , • � ■ �— — - - - _ - - - - — _ f� • • )16 — — — — —NE NE- ..tm— � � _ _ ; ii NE m NE m � � • , • �1�s1 • r A,�•�1®� •®•u�ro 6, 5 TYP. = ��I�l'r��. ilir ■ ill • �� -_�__�__� -� �__ - -- �iiiiiiiiiiiiiii4L_�_i9_-- 164.7° 6.75 4:3 ■ ' If pri ________ _ i ; � 5'- illik \ _� - -'1/4.. xx-u . \ 4' 1 v ____ sonorigee = . - ----iirliii IN 1 1111111 --uorimr-m--11)imr-sik , ik Ad.' -;'-....WierlilL r 4 4 77 -% il C -Cf r 1 ; LI, :_.; IIMIL, - I . \ ASPHALT40T Ilo ill _ / � I MATCHLINE: SEE SHEET ■■■�` i �� ' ' .® 10,___Th_,,, d • PAVEMENT, TYP./ i L 2.0 FOR ONSITE LAYOUT :' ASPHALT PAVEMENT KEY, I �0 • a CONCRETE SHIFT SIDEWALK TO AVOID CO FLICT AND MATERIALS PLAN TYP. MEET EXISTING -I MEET EXISTING CONCRETE I ��\�\ PAVEMENT, TYP. WITH EXISTING TREE.STAY AS LOSElit PAVEMENT WITH SMOOTH o r g � h CURB •WITH SMOOTH AND AS POSSIBLE. FINAL LAYOUT TO BE I ,■■ AND FLUSH TRANSITION, Com■ FLUSH TRANSITION PROPOSED DECORATIVE DETERMINED IN THE FIELD PRIOR TO TYP. ® STREET LIGHT,TYP. CONSTRUCTION. 1 I BACK OF SIDEWALK ,°�—�—I ALONG R.O.W. LINE, TYP. CONCRETE ASPHALT PAVEMENT KEY, TYP. MEET . I I I ■ — - EXISTING PAVEMENT WITH SMOOTH AND , i : 5 ) CURB, TYP. ' _ = FLUSH TRANSITION, TYP. I ! I : I r 1 I ' ' . 0-o j SHIFT SIDEWALK TO AVOID CONFLICT— EXISTING , 5 i MASONRY WALL ; ,00 1 �' WITH EXISTING UTILITY POLE. STAY TYPr TYP. � AS CLOSE AS POSSIBLE. FINAL 'STOP'SIGN AND ED. II ■■■ , LAYOUT TO BE DETERMINED IN THE BAR,TYP. ���■■�i I , ii FIELD PRIOR TO CONSTRUCTION. I dS SHIFT SIDEWALK TO AVOID CONFLICT CONCRETE 1 I I Q WITH EXISTING HOSPITAL SIGN. STAYPAVEMENT,TYP. Iic$E :I AS CLOSE AS POSSIBLE. FINAL LAYOUT j it : 5 TYP. • I I ■ TO BE DETERMINED IN THE FIELD • 5'TYP. I i PRIOR TO CONSTRUCTION. EXISTING ASPHALT PAVEMENT 1 75,000 SF 0 ALONG MORGAN STREET TO BE I3 STORY MEDICAL RE-SURFRACED - OFFICE BUILDING �� I 80 ■L II : I c 1 ill 1 I ■ I 410: I I. i . L__ I I 'c) 1 --- —1 11a I""*......."A•ili il! \ b • ---L___ �—`1 .,� ■' 'd b Project Title: lir ''■■ ■■■■■,,■ ■ v� Myrtle Street I is __ �� ( ,' L if . 0 I _ �� Medical Office jb a Campus a ez:, 55 Myrtle Street I d 1 & 17 Morgan Street _ �„ Saratoga Springs, NY 12886 F • :iN r , 1, . _ , . 11 .. i , . CI i : ez:> 111 lk IC 3 1 .t> LEGEND j I 73 — — — — PROPERTY LINE PROPOSED DECORATIVE ,' :II I STREET LIGHT 6 4 - ! I 3 — I — I — LIMIT OF WORK i Project No.: 201517 w ' Design: CMI LL RELOCATED NATIONAL GRID POLE I Drawn: BAS Ch'k'd: MCB o CONCRETE PAVEMENT FINAL LOCATION TO BE er 111 I N, 1 Date: 7/22/2021 Scale: 1"=40' CONFIRMED WITH UTILITY, TYP. )ilk 0 II Rev: Description: Date: a STONE DUST PAVEMENT I�' 2 I �' ASPHALT PAVEMENT _ J �V s 21.13' — N HEAVY DUTY ASPHALT PAVEMENT r ....1 N I■ i ■ P''�PERTY LINE 2 CURB as a / 1 \ Drawing Title \\\\\\am"z7 I 0 o TRANSITION CURB ,i �, \ Site Layout CLD , ■ Planning Bo--- rd # x xxx Q ACCESSIBLE PARKING SPACE CONNECT TO EXISTING SIDEWALK `� Approval M ate ri a I s Plan FLUSH WITH SMOOTH TRANSITION .� Offsite SIGN LOCATION �� Approved under authority of a resolution adopted ' ,� - by the Planning Board of the City of Saratoga Springs. 2aao Drawing No. d'oN N 50 0 10 20 30 40 50 4 i-NON Foo Chairperson w cr,d - d'c4•14,CO .. N-" Scale: 1"=50' o ____ Date Signed: L_ • 1 acnli . Lig /� . .I t • The LAGROUP /, . :I Landscape Architecture&Engineering P.C. /1. : /li:11.1': :r.;'._1:.., People.Purpose.Place. i c / 40 Long Alley p: 518-587-8100 ii\ y G Saratoga Springs f 518-587-0180 -..1 . :/ . I �� NY 12866 www.thelagroup.com meq) . I I Unauthorized alteration or addition to this document is a violation of Section 7209 of the ,4 tirri � . I ��CN New York State Education Law. ' ISA § ©the LA Group 2020 Q-C 41 II ,3 111 itz% 4 .,, SIV!A aii !:_�alnani s , �" �� �ne I1°'�L�uVPrepared fOC" \ \ \ % , , -- ,a110 .IIIL\ 3 I \ \ \ \ // g , • :I :_ ::;,,. " ;- unIllL�InoT n -iil\ \ \ 0 4.1t. ' \ V A ` , % V -- - ' / �,..� �,.. I 1112111�illl�lll�lll�l��,l: Sa ratog a H os p ita�/ I �_ ` II�IIL.I, i\ - i RIM:356.04 ve „I, / - ■ 4 4 ::� 4 �� � / bC3 f gI I. v 1� ..I,;:�,u. 211 Church Street INV IN.353.4015 �� ���� - - - /- - - - _ -- i .� / / �� / / �� L�INV IT 353.20 15' iir � __- 3\ - _ _ _ _ - �� -= _ _ - - _- - _ � ~ / • �,�j �, Saratoga Springs, New York 12866 INV OUT:353.20 18' I \ _ _ -J f �3V RIM:369.90 / / . ��� � - - � � � � � � �� � � ' � � *4171. INVIN:363.5015" � �\�! in , ■ ® �� \ 58.2359.1 360.2536125 362.1 363.1 365.25 - 366.1 367.25 368.3 368.8 369.6 INV OUT:363.40 15" 371.4111r �.■ _ ,ark 1 358.1 y2 361.15, 362.0 363.0 \ 365.15 366.0 367.15 368.2 368.7 369.5 3359.0 360.15 364.07 _______:_ __ _ ,,, L I \ �1 . O 1. I 371.5 z . I - . - ' �11I, = /,11in ra...- - - ilf.J _- ; 4001110. a�. �� 0 __ ��.. i_ _. ■ 7141M-7 �� _ _ ti r, ��� � �� a _ �. eilMIMII �, - \ -SA1�1 - - ��N� �- SAN � ' `� ' ` � ' ` � �� �� _.�aj i��-4 SA „ AN SAN ' ►. - - -.■ - II31'of 16" _ _ _° T _ -- _ �� ��� ■ _ ��_ _ _ _ _ _ 1 'I � 149'of 151, �_1 SEE SHEET L 3.0 wIsi @ 2.24/o , r , 1 j`_ _ ��►`_^ _ ___� - - Z5U'atTS'- f 371.7 FOR CATCH BASIN vc --- _"111r - � ----25fi`�1-�` "..--�-1. M .I-s-� �'� �/ /° , @ 1.tJ15 ��II �/� INFORMATION07 2.64/° J @ 363.9 364.7 365.7 366.7$. SAN ►AN 359.7 360.7 362.7367.9 368.5 369.3 370.5 TC:372.0 i _TC:362.0 BC371 .,2ATC:366.0 - BC:361.5 TC:363.86 _ TC:365.0 TC:368.0 TC:369.0 TC:370.0 = TC.370.8_TC:367.0 5i �- -14 _�� a� .r, BC:3595 TC:361.0 BC:3625 BC:365.5-__ - BC:367.5 BC:368.5 1 BC:369.5 . 0BC:370.3 �� BC:364.5 358.7 BC:362.5 BC:363.36 ® BC:366.5 ' \ , 7 - - ,BC:360.5 BC:359.5 \ I RIM.3.4� 0 i e \3 �� 1 ��`- 372.9 MATCHLINE: SEE SHEET 0 \ __ - - ---=I3- - INV! .t.o.'sr 15" v ® - ��� y �V INV OUT61 80 15" 372 9 L-3.0 FOR ONSITE GRADING - - - - - '`" '�' �� �� AND DRAINAGE PLAN fr71, h� 372.6 I _ • _ s 372.5 .1 lij / Ti: 372.5 / I ''' - ., 1111 otk I • - - - ` i ' Y. 1 372.1 I 1 • r u ,' , ()_.- = 5 372.0 .I • „. _ _ _ I 372.0 k I , s._______ \ I i 4/ / I '44L4 4 4 \'1 I ) • v I l' 4it iIL.i • I •ITi rl. .rl 1 370.1 1 I 0 I „ 369370.9 I N :,, I usio1� , • ■ 11 ,_ ..1.5 Project Title: 369.1 . 1369.0 I .I Myrtle Street 368.7 �` W I Medical Office I i Campus 368.1 \ ' 368.0 I rn . l.......I55 Myrtle Street 367 - 1 & 17 Morgan Street •„ 4.0 • ,, :`i Saratoga Springs, NY 12886 • II t. - \I $ Q I I 367.1 367.0 � 1 • ' • 1111 367.0 �% 1 in 1 ■ ii 1 ' . • ■ I Project No.: 201517 LEGEND ail TE Design: CMI F Drawn: BCS Ch'k'd: MCB Ln PROPERTY LINE 0 Date: 7/22/2021 Scale: 1"=30' N' - 375- - - EXISTING CONTOUR LINE Rev: Description: Date: s SI 374 CONTOUR LINE a a5 N ST STORM SEWER LINE e, UD UNDERDRAIN N • CATCH BASIN ,,,i - LIMIT OF WORK a YD# YARD DRAIN Drawing Title ai cs# CATCH BASIN Planning Board # xx.xxx Site Grading & Approval Drainage Plan ,' ocs# OUTLET CONTROL STRUCTURE Approved under authority of a resolution adopted Offsite by the Planning Board of the City of Saratoga Springs. 2 N 2 Drawing No. � 0vo- ar_N N O Chairperson H o ° 30 0 10 20 30 wcha_ CCN m m EDate Signed: z Scale: 1"=30' 1_-7.2 acnii kig The LA GROUP Landscape Architecture 6/Engineering P.C. People.Purpose.Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 2020 \ I V \ \ fora I Saratoga os H ita _lk \ \ m z DHospital CSe cn — m I Saratoga211hurch Springstre ,t New York 12866 I IIS ® ' A4' - _ _ ' 1 I / / \ \ / o AM T CONNECT TO I 8" D.I.P. WATERLINE �� \ r�I EXISTING 8 DIP I ESi / -- STUB FIRE _ d I_,\ I AV ' \\ N HYDRANT I _ � w \\ 4 ASSEMBLY L-8.4 1 — I —� i i w 3 0+00 An IMORGAN STREET i " " 8" / i \ _ � . - ilk EXISTING 8X8 TEE WITH ' \ i \ V - - �'%, am 7. , , 1 5+00 z • 10 3 ::;•z 6+" GATE VALVE ��� '� �� 4+00 • 3 \,l-C 1 ---- is ___r- \\, ark-A - \,. , 1 . 1 7 1\� 1 1 ��l\ a My \ / \ _ _ \ \ \v _ ) / is 1S 1S �_ i / _� \ ��� „ c _ �, F1� '��L QOM( - -- MS_ _1C _ - �s \I _ __, $"x-e" TEES — ,5 c� W 4,, , \- \,,,c-II , APPROXIMATE LOCATION v - WITH HRUST — — —< -, 1— \ �S LC P ��� �� OF EXISTING 8" D.I.P. A BLOCK iIMINI11111111.C19St; \ 1� WATERMAIN \ I 1116m•ms \ il I ' i ( i Zr Z _ i / j ! / r \c : \ Fri==-1-1_ _1- -Li- — _ \ 1 _ , z\,(4\ \II\ � i it I I 1 i �cv ! I I SSS I it I ( j / j ! 9L� ri I -\I - ilial, V ! c4s,./ \ L I j /I "1 i ! 2 8 12+!� L L c , ' I 1 I ' ! ' 2c. _ 0 GRAPHIC SCALE 30 0 15 30 60 0 SITE PLAN — Project Title: 1 inch = 30 feet Myrtle Street 390390 Medical Office Campus 55 Myrtle Street 1 & 17 Morgan Street Saratoga Springs, NY 12886 380 380 EXISTING 8" GATE VALVE CONNECT TO EXISTINTUB PROPOSED FIRE HYDRANT — — --- J EXISTING GRADE , f 370 I \ 370 8" GATE VALVE _ _ _ _ — — — LEGEND Project No.: 201517 _ _ _� 1 ——— ——— Design: MCB _____ PROPERTY LINE Drawn: MRT Ch'k'd: CMI w EXISTING WATER LINE Date: 12/18/15 Scale: 1"=30' Z w c EXISTING GAS LINE 8"X8" TEE Rev: Description: Date: LL 'n SAN SANITARY SEWER LINE o w WATER LINE 360 360 N. U -- VALVE AND THRUST BLOCK L 8.4 N. 8 DIP WATERMAIN -sr- STORM SEWER LINE a N FIRE HYDRANT ASSEMBLY yip 1 — 1 — 1 — 1 — LIMIT OF WORK a Drawing Title 0 350 350 Planning Board # xx.xxx Offsite Utility w' torj cow � � N °' N � co SI o.) C ((NIS OM O � Oa a, co °' 0. o • Approval Plan and Profile "o h7 O In • L(1 CU N • f`7 N r, O t u7 u7 up N r, N �� � � � N co O co O O O co O co O co � � � � N � � � � to ro to fnN to to to r to f� to r to r to M to roN tr) r re) ro M N Approved under authority of a resolution adopted N by the Planning Board of the City of Saratoga Springs. 2 w a =7 co 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 Drawing No. W V N J_N O L.,_ N Chairperson -' Ill N . 0 izz 0 0 PROFILE STA 0+00 - STA 6+15 L HORIZONTAL SCALE: 1"=30' Date Signed: L-7.3 �nZ VERTICAL SCALE: 1"=6' LEGEND --- --- PROPERTY LINE ((irQ w EXISTING WATER LINE G EXISTING GAS LINE The LA GROUP SAN SANITARY SEWER LINE Landscape Architecture&Engineering P.C. W WATER LINE People.::::::. c / 40 Long Alleyp: 5 VALVE AND THRUST BLOCK alk L-84 / o m m / G Lr) D z o� V / / Saratoga Springs f 518-587-0180 -ST- STORM SEWER LINE cu \ / m t /(/\/ NY 12866 www.thelagroup.com FIRE HYDRANT ASSEMBLY a //// / /// / I a'� L-8.4 w ry w / �� Unauthorized alteration or addition to this m I m I m LIMIT OF WORK N 1 �C �C ��� document is a violation of Section 7209 of the �w p gyp, New York State Education Law. Ijr I / / �� digw A ® �I � � � / \ � � ©the LA Group 2020 10 - a /----411/ / y �\ Prepared for.. A- I II SMH-5 // - Saratoga Hospital - -e STA:9+78.35 - / / // / / / /// / �gS • - - RIM:370.92 1 �/ // // // / / L�'� INV IN:362.43 8" PVC , 211 Church Street INV OUT:362.33 8" PVC EXISTING (�/// /� C 44 ' Saratoga Springs, New York 12866 SMH-4 IF - FIRE G9 STA:7+42.48 HYDRANT 0�� RIM:365.73 A / i �' ell,INV IN:359.38 8" PVC CB#6 / v 8" D I �' ��INV OUT:359.28 8" PVC WATEF NE _ v \ / � ' • \ 236' of 8" .� 194' of 8" I cc ��L-_ ° / SMH-6 8+00 PVC @ 1.25% •+ . , �� PVC @ 1.28/o r,u ���_�►� STA:11+72.46AN ' " . 1 . 111111 • ANI "�1� ��N . . ►.�:� "i� c RIM:375.43 _ ________ __ - - ,. :r - - u�+ . ��'� �� �� S� INV IN:365.02 6" PVCN wW 15" ^' -- - ocw CB#7\ ., iV _O)-/� j INV OUT:364.92 8" PVC�I ::-���- RTL' S M �^� �' nnnn m = j _38' of 6„MYRTLE STREET c� - PVC @ 6.40% G ��G '_ 0 • 1 0 � I milp\ir lial MO imairrWo .- 0 r_ - MATCHLIN� 3 � _ ► 1 CONNECT TO EXISTING � E SEESHEET L-7. aff6" WATERLINE. INSTALL 8"X8" M.J. TEE, (3) 8" I �� 3 - (VN 6" M.J. TRANSITION M.J. GATE VALVESI33 ral.IIIIIIF-"glgAilliill...IIIIII°IIIII.-----ggggllgllPPv - 1 \ ,n COUPLING, 6" M.J. GATE L-8.4 AND THRUST I BLDG INV. CLEANOUT � ' VALVE AND 8"X6" M.J. BLOCK I OUT = 367.50 STA:12+10.46 � ' REDUCER I I INV RIM:374.15N: INV IN:367.45 6" PVC = I \\J I INV OUT:367.45 6" PVC / w ' 1 15 I I I 1 I 11 1S I • I I t i .01 w 1 / v1 1 zI 1 1I QI ' I PROPOSED m 1 -i I MEDICAL I -(21 1 BUILDING I R1- y$ I I FFE:372.00' 1 1 1rn I I 1 \ il \ - 1 1 11111L in I I Li / GRAPHIC SCALE 30 0 15 30 60 0 SITE PLAN 1 inch = 30 feet Project Title.. Myrtle Street 380 380 Medical Office Lo i A"PROXIMATE 1 :XISTING 0Campus H CB#6 L•CATION OF GRADE w EXISTING 6" PLASTICI PR•POSED 55 Myrtle Street G ' S MAIN CROSSIN e GRADE ,nUMMENNEMEMEMI w 250' of 16" CB#7 1 - 1 & 17 Morgan Street w @ 1.00°�° I _ Saratoga Springs, NY 12886 z APPROXIMATE DEPT __ - OOF ROCK BASED 0• I !iiiiiiFI 'r 370 -- r Ln 370 LOGngill -�1-��- I - INV. OUT AT - _Elia iii If BLDG:367.50' IIIMIMIIIIIIIIIMI �-. -._=.=Jlill� I _ �� �. ...,., mr- i , 11111111111Ar . r Air iiiimir irmyirr, z mz ffil _ Aar 11 18" MIN. PROPOSED 8' W7// ' Nirdr ''1.1111111111111111111111111111111111111111111,r Aiir ® D.I.P. AV 194' of 8" WATERMAIN 360 IIIIIIIIIIIII, 236' of 8" PVC @ 1.28% 360 PVC @ 1.25% SMH-5 MH-6 S A:9+78.35 STA: 1+72.46 CLEANOUT •IM:370.92 RI :375.43 STA:12+10.46 Project No.: 201517 INV IN:36..43 8" PVC INV IN:365.0.' 6" PVC RIM:374.15 Design: MCB INV OUT:36..33 8" PVC INV OUT:364.9' 8" PVC INV IN:367.45 6" PVC Drawn: MRT Ch'k'd: CMI INV OUT:367.45 6" PVC Date: 12/18/15 Scale: 1"=30' w I Z rn O M Rev: Description: Date: LL O H 350 - -- 350 W lull_ N 5 �,w NI N NN X1(/1 J z >, XI10 S I X 1 d 2 al Drawing Title 340 340 Planning Board # xx.xxx Offsite Utility O r O N O co d- in L- O u7 O u7 N u7 O °o rt.) 1 j o Lri (D 0 00 Q1; CJ N CV M rri CV 4 4 Approval Plan and Profile = c0 co c0 co c0 co c0 co c0 N IR r R o M PO M M M M M r0 M M M M M M M ro co M Approved under authority of a resolution adopted N by the Planning Board of the City of Saratoga Springs. L.., ¢N 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 Drawing No. v N• o U u N Q J 7 Lg N O Chairperson w N O 0 N-0 0 PROFILE STA 7+00 - STA 11 +70 0,raE Date Signed: Wu Date SCALE: 1"=30' L-7.4 VERTICAL SCALE: 1"=6' LEGEND --- --- PROPERTY LINE c Le w EXISTING WATER LINE Lig G EXISTING GAS LINE � The LA GROUP SAN SANITARY SEWER LINE W WATER LINE Landscape Architecture 6/Engineering P.C. // I People.Purpose.Place. IVALVE AND THRUST BLOCK a \ I ' 40 Long Alley p: 518 518=587587=81000180 ® // I I Saratoga Springs f -ST- STORM SEWER LINE Nir I \ _ NY 12866 www.thelagroup.com -ivFIRE HYDRANT ASSEMBLY © §\ \ \ / iH u--- _ LIMIT OF WORK V i _ Unauthorized alteration or addition to this \ Ldocument is a violation of Section 7209 of the • i - - - - - _ A • New York State Education Law. CB#3 - - • _ IifID ) � • _ - _ i - ©the LA Group 2020 E, N \ SMH-4 EX. SMH V I \ SMH-3 STA:7+42.48 STA:1+00.00 STA:4+31.50 311' of 8" _ - -- ' RIM:365.731 Prepared for. • • EXISTING FIRE PVC 2.41% RIM:354.75 SMH-1 II / RIM:358.45 HYDRANT �@ E INV IN:359.38 8" PVC INV IN:348.60 8" PVC STA:1+37.00 \ \ CB#4 INV IN:351.78 8" PVC �� INV OUT:359.28 8" PVC Saratoga Hospital INV IN:348.50 8" PVC RIM:355.23 • _ INV OUT:351.68 8" PVC ���� _ INV IN:348.50 4" PVC INV IN:349.09 8" PVC - ��� ��■� � � �� �� 211 Church Street INV OUT:348.99 8" PVC 0 • • • - , �� ��i-� - INV OUT:348.50 8 PVC K ® 8+00 Saratoga Springs, New York 12866 -356_, / I , 5+00 N +0 7+00 FE v I I I t SAN N_ SAN N AN SAN IS' , \\ -SAN- - -- SAN �AN _ • . . . - w w w w w w - 1 w w w w w w w w w w w w w w w w w w w �- ____EST E'' w w w w w w w w w w w w w w w 4+00 SIM-7/ - � .- iii �. i � i � ii � r. i mm 1 Nom 1 limo � � � i � i � i � . 00 0 I SAN SAN SANI SAN SAN z AN � S- CB#5 0+00 0C �- 268' of 8" tel• t mit ��i c 27' of 8" G c N c c - G ___ I _=s \ �� c - PVC @ 0.70% s 'PVC @ 2.30% \ • \_ • -4Wialt• \\ 356 - 1 • 7I .. r'/ \ \‘ 0 -II/ \ \ - 7- -- -1 37' of 8" i) \ - - IneMiiiiiiiinli \ v \� - - - PVC @1.05% \ • - jlIl •� -SMH-2 ��� -35j_i� �\ 0 STA:4+04.50 \ 1 �� c • RIM:357.89 �' CORE INTO MANHOLE II �, \` 360 - , INV IN:351.06 8" PVC TO ACCEPT NEW INLET �� - - - - - \ 1- --- o INV OUT:350.968" PVC -I, w1 N i7 I - / A z �� V - ' - III •____. \ w o L7 \\ ; w _ moi ` z 11 - J' v\ z I- 0-o IQ 2 r / \ 7 / \ A • • 0 SITE PLANGRAPHIC SCALE 30 0 15 30 60 In . . 1 inch = 30 feet 380 T. 380 r- J I- W W PROPOSED = GRADE W Project Title: W EXISTING SMH-4 Myrtle Street CONCRETE W CB#5 STA:7+42.48 z Medical Office 370 CURB RIM:365.73-i 370 INV IN:359.38 8" PVC 250' of 16" 1- CB#4 APPROXIMATE DEP H INV OUT:359.28 8" PVC - p� 1.00% < Campus OF ROCK BASED ON OFF-SITE TEST "IT Myrtle Street SMH-1 •1� - STA:1+37.00 1 17 Morgan Street EX. SMH RIM:355.23 _ Saratoga Springs, NY 12886 STA:1+00.00 INV IN:349.09 8" VC RIM:354.75 ---411- 1I Fr Ayr INV OUT:348.99 " PVC CB#3 '°;pep l*11 360 INV IN: 48.60 8" PVC 360 INV IN:348.50 8" PVC 111PmkWTJIIIIIIqil �-INV IN:348.50 4" PVC EXISTING GRADEINV OUT:348.50 8" PVC � _ _ _ 236' of 8" A -- - ___ EXI'TING 6" PVC PVC @ 1.25% 11111.11r•"1 311' of 8 SA ITARY SEWER 0 268' of 8" I� PVC @ 2.41 I I CRISSING INV: 357.3' lin „ ')) 37' of 8 PVC @ 0.70% SMH-3 6I+ PVC @ 1.05% STA:4+31.50 v cfl 350 ®® RIM:358.45 N 350 lir i! r EXISTING 18" HDPE INV IN:351.78 8" PVC WIN N STORM SEWER INV OUT:351.68 8" PVC zk Project No.: 201517 CROSSING 27' of 8" �,o Design: MCB EXISTING 12" HDPE INV: 352.10' I SMH-2 PVC @ 2.30%I WIZ Drawn: MRT Ch'k'd: CMI a STORM SEWER 6" IQI'l Date: 12/18/15 Scale: 1"=30' RIM:357.89 EXISTING ri4A:Ffilii 1 )i. " CROSSING INV: INV IN:351.06 8" PVC WATERLINE 010 350.21 INV OUT:350.96 8" PVC CROSSING a3 Rev: Description: Date: T 0 340 al 340 O O to O O to in N N 7 o rn N. CO o rn r` O O O N co o 4 10 Lri c0 c0 c0 c0 N O o N N r7 4 4 7i u7 u7 cfl M r` N- °o (f) (f) (f) (f) (f) (f) (f) (f) u7 Li) co C0 (0 (p (0 (p c0 (p (0 (p (0 c0 (0 M M M NI NI NI NI M M M M M c° M in M M co 0 N �I ' 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 E o' PROFILE STA 0+00 - STA 8+50 Drawing Title ai Planning Board # xx.xxx Offsite Utility HORIZONTAL SCALE: 1"=30' Plan and P rof i l e VERTICAL SCALE: 1"=6' Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. w a � Drawing No.�W 7 a N Chairperson LLl N O Q N- o I, E Date Signed: _ • 5 >.0 N m A J d CL(/7 LL CONSTRUCTION SPECIFICATIONS: Lig 1. STONE SIZE-USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED EDGE OF EXISTING ROADWAY CONCRETE EQUIVALENT. 8'MIN. CONCRETE 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT INLET GRATE / / WASHOUT SIGN WHERE A 30 FOOT MIN.WOULD APPLY. The �� GROUP3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 0°8CONCRETE 4. WIDTH-TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH -„*. 0 p 0 0 0� �0 .0g�0 0C3R WASHOUT STAPLES (2 PER BALE) Landscape Architecture&Engineering P.C. AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE WILL BE O 0%o O O O O� o0O O X800,,,,,a? 0O WOOD OR METAL PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. cg08 .- 0 `78. g.00 o�oQo?� _ 0 -.0 o oy.cP I'Iyl'+i'1i�°I'+i'l�°I+i'1�°P+i'1�°I'' I'+i'!� °I'+i'!il [ STAKES (2 PER BALE) Peo Ce.Purpose.Place. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION �g�® 2bgfN,S �gS. ,0 00� �0=04�' '0 00�a v �'�i'�l STRAW BALE p P �� 0 0 �. 0 0 ♦ 10 MIL PLASTIC 40 Long Alley p: 518-587-8100 ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS ' O o IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. �o O c 0 0 Q 0 aoo0 0 0 O.�o 0 2, 6' o o LINING Saratoga Springs f 518-587-0180 O� O O G=00 O oa,O O . O O O cg� 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 2•2_ 'p. • oo 0 o. o.a o 0 00 c, 0 ..„,,,,c? FILTER BAG NY 12866 www.thelagroup.com PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC A �'' 0�� �s�o �s o �• 0 N ,', ao J �o 000 o = = RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. • z Unauthorized alteration or addition to this 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WAINAWAVIAMMAWANANANANANIMAWAWIMI p...0 STEEL FRAME FOR BAG • REMOVAL FROM CATCH BASIN document is a violation of Section 7209 of the WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT = = New York State Education Law. TRAPPING DEVICE. 50,-0" 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL NOTE: AFTER EACH RAIN EVENT. = = 10 MIL PLASTIC ©the LA Group 2020 OVER COMPACTED SUBGRADE NOTES: 0 STABILIZED CONSTRUCTION ENTRANCE P10 CATCH BASIN 1. FILTER BAG APPROVED SHALL LENDS FLEXSTORM CATCH-IT INLET FILTER, OR ♦ LINING 1. WASHOUT AREA SHALL BE SIZED BY THE STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN Prepared fora • 10'MAX. ri TO riSCALE: NTS 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND 0 0 0 0 0 IJP INTO GROUND CONCRETE CLEANOUT. 36" MIN. FENCE POST AFTER EACH RUNOFF EVENT. Saratoga Hospital 3. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF I 36" MIN., 2" HARDWOOD FENCE POSTS, I FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CONCRETE WASHOUT DRIVEN MIN. 16" INTO GROUND CAUSE FLOODING OR BYPASSING THE INLET. 8 211 Church Street LU w` FILTER FABRIC z 4. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED IMMEDIATELY SCALE: NTS Saratoga Springs, New York 12866 < o wo I AFTER INSPECTION. o m¢ < ` 5. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF ), SPACING VARIES DEPENDING ON o `° Q = z FLOW ISOMETRIC VIEW BAGS. NOTES: •� SWALE SLOPE SEE NOTE 2 • m } ■in1°■" �■..• - m -` z TYPE A - FILTER BAG 1. STONE WILL BE PLACED ON A L0 j°0�0 - A � iii �ii��i�n�!! i���i�ii�■�• � i ,;l: o ¢ FILTER FABRIC FOUNDATION TO I NI LL �C? SAME ELEVATION ■_II IM •�ni■iiiia THE LINES, GRADES, AND - \ CREST Sr • V - :__ ::: 77 ... LOCATIONS SHOWN IN THE PLAN. TTS 24" MAX 'I EMBED FILTER CLOTH 2. SET SPACING OF CHECK DAMS TO �� ONjOFSW -�� ��C _ @ CENTER . _..... ,. MIN. 6" INTO GROUND FABRIC ASSUME THAT THE ELEVATIONS CUTOFF TRENC A�E I . _ PERSPECTIVE FILTER FABRIC; FASTENED SECURELY OF THE CREST OF THE 18"WIDE X 6" DEEP 2 0 SILT FENCE VIEW TO FENCE POSTS W/STAPLES STAKE DOWNSTREAM DAM IS AT THE PROFILE y A �/ SECTION SAME ELEVATION OF THE TOE OF TOE NOT TO SCALE SCALE: NTS 1 a ' THE UPSTREAM DAM. Li i o IrlFT.) I I C �7 _ SPACING= HEIGHT(FT./FT.) - - - - - - - 2 �Jt I (AN -c o �' ` / CHAIN LINK SLOPE NYSDOT LIGHT11 - - - - - - - a DRAIN INLET 1 TYP- � o‘ - - - TOP OF BANK 1� • ^A\ r ^ �l-`" i 1TliC-r- EXTEND STONE A MINIMUM I-6" STONE FILL O p OvvO U3 BEYOND TOP BANK OF SWALE o y~O~0 ��CRITICAL :1_______7 '`;0� ���=.', SWALE SIDE DRAIN INLET 2 -\ - _- SLOPE BEYOND �� • tV_ROOTZONE WITH GRATE �� ��� �I�_��� ���11 � ���` BOTTOM OF SWALE 4. PR TET WALE HANNEL = 9� II 2'X4"WOOD FRAME DOWNSTREAM OF THE LOWEST o CHECK DAM FROM SCOUR AND 1 II o - x � - _. WOOD FRAME EROSION WITH STONE OR LINER FILTER FABRIC -III 11-=Ig1 ¢ _ -111 millINgsw J AS APPROPRIATE. S 5. ENSURE THAT CULVERT '5.2DBH=X INCHES SINGLE TREE /ii"_I &h � Jn ENTRANCES BELOW CHECK DAMS LONGITUDINAL CROSS SECTION CHAIN LINK II [II1 [II [ii [II [1-111 , ARE NOT SUBJECT TO DAMAGE OR ilo �� �`� BLOCKAGE FROM DISPLACED _ CRITICAL ROOT ZONE= 1 �.�.. - STONE. _ o o , ,N OP OF BANK WITHIN X FEET FROM TRUNK .--7_____7 �� -q"-------GATHER EXCESSERIN �� CRITICAL �- 6. ONCE SITE HAS ACHIEVED -T1 �- _ �� • :� FABRIC AT CORNERS -11111 , " ROOT ZONE - ■....� PERMANENT STABILIZATION AS oho o�� 000 ■f 1'-6" NOTE: -�, --� DETERMINED BY THE OWNER'S ®����� ����.o _III MEASURE DBH OF TREE IN INCHES. �� -111 �� REPRESENTATIVE, CONTRACTOR =III 0 -,IP -,IP 0 0�• FILTER FABRIC ,®� � `4.40T11-111=11= THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROMe 111° l ��� CONSTRUCTION SPECIFICATIONS: SHALL CLEAN/REPAIR/REMOVE �' !-��z III-III-III-11111 THE TRUNK THAT SHOULD BE PROTECTED BY FENCING m4� 11111 1- CHECKDAMS BASED ON FINISHED CUT-OFF TRENCH ? =111�111-1111111=1"' 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. DETERMINING CRITICAL ROOT ZONE / 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. CONDITION AND REPAIR NYSDOT STONE FILL, LIGHT CROSS SECTION A-A 3. STAKE MATERIALS WILL BE STANDARD 2"X 4"WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. AFFECTED AREAS. (6.03)OR FINE (6.02) MULTIPLE TREES 4. SPACES STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. STONE C H E C KDAM HUQUe 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. ^ ��) NOTES: 6. A 2"X4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. y O 1. TREE PROTECTION ON FENCING SHALL BE ERECTED SCALE: NTS O ti O O J v N--, `tet 0 AT THE EDGE OF THE CRITICAL ROOT ZONE OR 7. EITHER TYPE A OR TYPE B MAY BE USED, UNLESS SPECIFICALLY NOTED ON PLANS. BEYOND PRIOR TO THE START OF ANY FENCING POST CONSTRUCTION ACTIVITY. TYPE B - FABRIC PROTECTION TREE PROTECTION AREA 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH = CONTINUOUS STOCKPILING PROHIBITED TREE SHALL EXTEND FROM THE TRUNK A MINIMUM 1 CHAIN LINK FENCINGN Q rDISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK INLET PROTECTION o 2 SWALE 2 DIAMETER,OR 6',WHICHEVER IS GREATER. 1 1 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, 6 SCALE: NTS P1 11 Z AND BE CONSTRUCTED OF CHAIN LINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS 1 Project Title: v DRIVEN 2'(MIN.)INTO THE GROUND. POSTS MUST / 24" / AVOID MAJOR ROOTS,AND MUST BE SPACED NOT 1'-0" MIN. Myrtle Street MORE THAN 10'APART. MIN. AS REQUIRED TO �� 5. NO STOCKPILING OF MATERIALS,VEHICULAR CONTAIN FLOW TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE o z TOP OF EMBANKMENT CROSS-SECTION Medical Office II II II II III II II II II I-:.' ALLOWED WITHIN THE FENCING. FENCING SHALL 10' NOT BE MOVED OR REMOVED UNLESS APPROVEDOW Campus HilMEIHEIIIEIIIEIIIEMEIHEIIIEHIEIIIEHHIBY CITY FORESTER. = iii1�1 ii CONSTRUCTION SPECIFICATIONS: o X WEIR 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN 9 < ♦ % �- -� 55 M rtle Street . .�.►�.►R.►R.►�.►4.► WEIR OUTLET 10'0' MAX. A VISUALLY PROMINENT LOCATION. O 1. ALL TEMPORARY SWALES SHALL HAVE UNINTERUPTED POSITIVE GRADE TO AN OUTLET. Y ♦ ` ` ` R.,- 1 Morgan Street EXISTING GROUND 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE.0 g TREE PROTECTION 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT NON-EROSIVE Saratoga Springs, NY 12886 N.Y.S. DOT#2 STONE VELOCITY. SCALE: NTS 4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT OUTLET PROFILE TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE. SMALL RIP-RAP 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED A 4 X EROSION CONTROL PRODUCT RIPRAP TOP OF EMBANKMENT 8")AT HEREIN AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. BEYOND CUTLET 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. NOTES: • / / 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING 1. ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED hI II = OF THE SWALE. WITH HYDROSEED APPLICATION OF"FLEXTERRA" II I1 ., SEED MIX AS SPECIFIED 2 2 WEIR CREST :r 12/` I 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW. N.Y.S. DOT 1 � �'� o � �1 SMALL RIPRAP EARTH -'s•-• \ _ BONDED FIBER MATRIX, ROLLED EROSION CONTROL '1. • .': rte PRODUCT, OR APPROVED EQUAL.ADDITIONAL II I� :•,: #2 STONE STABILIZATION OPTIONS BASED ON SLOPE `'� ,;_ .--,,.p;- -1, 111EMBANKMENT TYPE OF TREATMENT CHANNEL GRADE "A" (5 AC OR LESS) "B"(5 AC- 10 AC) CATEGORIES ARE LISTED ON SHEET L3.22. '"d‹.' FLOW , 1 0.5-3.0% SEED&STRAW MULCH SEED&STRAW MULCH 2. SLOPES LESS THAN 3:1 SHALL BE STABILIZED AS ' : o c)'t� �I111 DIRECTED BY QUALIFIED INSPECTOR.OPTIONS BASED TOPSOIL -- 2 3.1 -5.0% SEED&STRAW MULCH SEED USING JUTE OR EXCELSIOR Project No.: 201517 ON SLOPE CATEGORIES ARE LISTED ON SHEET L3.22. - 1 ,;.:>. A 2'-0"APRON /, \ 3 5.1 -8.0% SEED WITH JUTE OR RIPRAP LINED WITH RIPRAP 4-8" Design: CMI 3. INSTALL EROSION CONTROL PRODUCTS IN STRICT Ill �` , CROSS SECTION A-A 2'-0"APRON ACCORDANCE WITH MANUFACTURER'S - 1III 4 8.1 -20% LINED WITH RIPRAP 4-8" ENGINEERED DESIGN LINED WITH 4-8" RIPRAP-REVIEWED/ Drawn: BAS Ch'k'd: MCB RECOMMENDATIONS.ANY PROPOSED SUBSTITUTIONS 1''11 111 111 • III _�.. APPROVED BY QUALIFIED INSPECTOR Date: 7/22/2021 Scale: N.T.S. II UNDISTURBED AREA SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE II �.:• :` FOR APPROVAL PRIOR TO INSTALLATION. 'i i111 NOTES: 3 4. ALL PROPOSED SLOPE STABILIZATION METHODS 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE POOL 9. ALL DISTURBED AREAS SHALL BE PLANTED WITH THE 'QUICK EROSION CONTROL COVER MIX,' MANUFACTURED BY ERNST CONSERVATION Rev: Description: Date: N SHALL BE VERIFIED AND/OR APPROVED BY QUALIFIED AREA SHALL BE CLEARED. SEEDS, OR APPROVED EQUAL. INSPECTOR PRIOR TO INSTALLATION. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS AND OTHER WOODY VEGETATION AS WELL AS OVER-SIZED 10. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT. o' STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL.THE EMBANKMENT SHALL BE COMPACTED BY 11. POSITIVE DRAINAGE 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY. 00 SLOPE STABILIZATION TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. 4 3. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. N. TEMPORARY DIVERSION SWALE SCALE: NTS 4. THE STONES USED IN THE OUTLET SHALL BE SMALL RIPRAP (4"-8")ALONG WITH A V-0"THICKNESS OF 2"AGGREGATE PLACED ON THE N MAX. 2 UP-GRADE SIDE OF THE SMALL RIPRAP OR EMBEDDED FILTER CLOTH IN THE RIPRAP. 1 0 SCALE: NTS 11 I NOTES: 5. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. IT SHALL BE PLACED ON SITE AND STABILIZED. Y' 1. AREA CHOSEN FOR STOCKPILING OPERATIONS' ' ' ,fr j'' ' ,fr SHALL BE DRY AND STABLE. LOCATION SHALL 6. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. BE APPROVED BY THE OWNER'S 7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND SEDIMENT ARE CONTROLLED. Drawing Title o REPRESENTATIVE PRIOR TO INITIATING WORK. 8. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. D ���.� ��;:�• �`�!�� �.�.��.� 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Planning Board # xx.xxx Q �� ������ ������� �� MAXIMUM HEIGHT SHALL BE 12 FEET. '�:i ;:!:. . s., Approval•' 3. EACH PILE SHALL BE SURROUNDED WITH Approval il 4c, _ _ Site Details ����� ��,���������� 4� EITHER SILT FENCING OR STRAWBALES, SEDIMENT TRAP STONE OUTLET I�����-�������_��������V�" " �� �� ►�������������������� INSTALLED PER CORRESPONDING DETAIL. Approved under authority of a resolution adopted `�� ��������������������������������������'����������'������ 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED0 by the Planning Board of the City of Saratoga Springs. 2 �����������������������������������������������������������������������������������������:������������ SCALE: NTS 1 CL E �������♦����I�����������������������������������������►������� U P-SLOPE OF TH E TOPSOI L STOCKPILE. Drawing No. JAN � .♦. ..♦♦♦.♦.��..♦.♦.♦���♦.�♦.♦.♦...♦♦�.�♦�.�.�.�.�.�♦�♦�.�.♦.��� M . Chairperson ON- -. O o 0o 0 0 TEMPORARY STOCKPILE Date Signed: �_$.� z 0z �� CL 0)LL SCALE: NTS CI) TOP COURSE- NYSDOT ITEM NOTES: BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR LAWN PG-64S-22 402.1273QR, 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, TO WALK TO WALK HEAVY BROOM FINISH, TYP. SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE �� o , TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. 4"CONCRETE-SEE f-6"CONCRETE-SEE �1� The LA GROU P CONCRETE SPECIFICATIONS a CONCRETE SPECIFICATIONS i�0�,,1ri 'V'V BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ,"moo -�0�+7 _ ��6 ��' , „�� • C" i� I ��'�w�'�I),',w�� Landscape Architecture&En ineerin P.C. TACK COAT- NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION o + o •• s OD ��\> s , �i � 9 9 i■■■■■■■■■■■■■■■■ .: . o o r0 o. 6 X 6 NO s WOVEN WIRE -,Do 00 C 6 X 6 NO s WOVEN WIRE �,1;tv,���;)Yd� 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. • o •+ \o ���o c-, +r' ,''�'�� w.� ��������' : . 0 \o. MESH EXCEPT A.O.B.E. . C� C3 ''- MESH EXCEPT A.O.B.E. �,-,, S� , ��, 1 11,,�� PeopCe.Purpose.PCace. p Q o �74iWii'\off -1. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE /� / / v U �� v� 1h���� �� Op ����������Ii�;�rry r, o 6"GRANULAR SUBBASE COURSE NYS O 8"GRANULAR SUBBASE COURSE NYS '� ��' �'r„ I� � i Lu w 0. o • 'Oyo ) SI BINDER COURSE NYSDOT ITEM � O 0 o , �U civ, 7?, F';, , ,�iIIN N o , o cJ o + Ao •� THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER /5----///°-_-_,5----///---::::----07/�� ��r� x� � 40 Long Alley p: 518 587 8100 1 ¢ o�° o + Oo?o (5 jam' PG 64S-22 402.2579QR-80 /��l/�ll/�l/ DOT SECT. 304,TYPE 2 COMPACTED �y�y;�y�y�y;�y�y;� DOT SECT. 304, TYPE 2 COMPACTED ��o�"����� o - 1 v'�h� 3 G\O Saratoga Springs f 518-587-0180 o •• Ao .4 COURSE. \ry �, o 0 0 0- 0 ' ° • ° c-k), �L/� // TO 95%STANDARD PROCTOR yoyoyoyoyoyoyoii TO 95% STANDARD PROCTOR 'v 0 Hv,,11',1'' ,,, o o o o W 0 w 0 + o o''o • o SERIES COMPACTION PG /// /// �// �i�i�i�i�i�i�i� O NY 12866 www.the1a rou com 0 Ca o + \o b 3. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO -/// ///may// �i�Ai��oi��oi��`i��oi��oi��r 1�1v �','v� o o o o �\ g p • o D • •o 00 0 .00 g>,ht �° BINDER(LIQUID ASPHALT) //�%ll/��ll/- r,rh,I,���,,v,,, 0 0 0 0 ��`o cn •foo o •� oo • o• COMMENCING PAVING OPERATIONS. / / ///, ////l_ /// SUBGRADE COMPACTED TO //>,//>//>,//>,//>,//>,//>,//>, SUBGRADE COMPACTED TO nv1,v)v)� o 0o 0o 0o 0 20 -O 0 4> oC GRADE SHALL BE PG-64-22 90% STANDARD PROCTOR 90%STANDARD PROCTOR ��, '' ...(04,,,c',, -,,"'c',,,o Unauthorized alteration or addition to this vv \/A/\/A/A \%/A/ PAVEMENT TOP BINDER GRAVEL 24" MIN. �� �,v,),v,� 'W �c� FLUSH CURB: 1/4" REVEAL document is a violation of Section 7209 of the V/A/A/A/A/A\jA\ `0 TYPE COURSE COURSE COURSE ��)v,)v v,v1))v),,���� COMPACTED GRAVEL- ��i, � � �P��P� New York State Education Law. 6"CURB, TYP. ,�,�,, � � AAj/AAjAj/AAj/AAj/AAj/A� ��� / A / / /V/ NYSDOT TYPE 2 CRUSHER PARKING S 'S;'; Aj/Aj/Aj/Aj/AjAA//AAj/ 1-1/2" 2" 8" ' 36 /V/VA/ RUN-STONE(SECT. 304) LOT NOTES: NOTES: 3 G- ©the LA Group 2020 /jam/jam/jam/j�Aj�/j\\V� COMPACTED TO 95% EXPANSION JOINT SPACING-20'-25'O.C. EXPANSION JOINT SPACING-20'-25'O.C. �0� "/j/j/j/j�jam/j< STANDARD PROCTOR STANDARD CONTROL JOINT SPACING- 5'O.C. CONTROL JOINT SPACING- 5'O.C. P�S� ADA APPROVED COMPOSITE PAVER TILE \i�Aixi�AixAi ,`\,` 1-1/2" 3" 12" -' DETECTABLE WARNING PLATE WITH TRUNCATED Preparedfora NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE- 1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.) SEPARATOR FABRIC(NYS DOT 207) ROADWAY TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE TOWARDS STREET OR A.O.B.E. MAX, SLOPE ALONG THE LENGTH OF THE DOMES, SET IN CONCRETE, FROM BACK OF CURB. *BINDER TO BE PLACED IN (2)2" LIFTS WITH WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SEE SPECIFICATIONS Saratoga H os pita SUBGRADE-COMPACTED TO TACK COAT BETWEEN. SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' 90% STANDARD PROCTOR MIN. OR AS ORDERED BY CITY ENGINEER MIN.OR AS ORDERED BY CITY ENGINEER 211 Church Street TYPE 1 TYPE 2 Saratoga Springs, New York 12866 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING0 HEAVY BROOM OR ASPHALT PAVEMENT ACROSS DRIVEWAYS IMPRINTED FINISH,TYP.- LAWN SCALE: NTS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINTEXTURE WARNING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN d d, SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: d, r°,+, vd,I4,��r'"k' O/J 1014 i,ogi y,ii v�l,� v vbH k,vlofi��� A� 191 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.)ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL tike IleIiiiii PROPOSED PAVING EXISTING PAVING 6"CURB, TYP. -, o�'rvT11: ��1 r,�w,vd, PROPERTY LINE. ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC o ���„`Nr��a 'Mk°�' �'���� APPLY TACK COAT 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. WORKS. ::,,,,:'r,1,1/11:1;14,, ; d'r 6" KEYED PAVEMENT TO BE FLUSH WITH 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2.)SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) q 6' TOP COURSE EXISTING PAVEMENT FROM THE EDGE OF SHOULDER. C R/Tj0 BINDER COURSE ' 3.)SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH B �� / 1-/2" MINIMUM DEEP KEY INTO DRAINAGE. ////4"4/7/>, EXISTING PAVEMENT FLUSH CURB: 1/4" REVEAL CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 24"ADA APPROVED CAST-IN-PLACE COMPOSITE " COMPACTED BASE MATERIAL PAVER TILE DETECTABLE WARNING PLATE WITH SSMOI °` o, `�o` "�``x� THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO TRUNCATED DOMES, SET IN CONCRETE, FROM �' COMPACTED SUBGRADE CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT BACK OF CURB. SEE SPECIFICATIONS WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. 0 ASPHALT PAVEMENT KEY ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL DROP CURB / TRANSITION CURB SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW YORK 9 SCALE: NTS STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SCALE: NTS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. PROVIDE CLEAN SQUARE CORNER AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1)A LOW WHERE BITUMINOUS WALK ABUTS WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY CURB LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. FINISH GRADE FINISH GRADE; BITUMINOUS 6" 1/2" RADIUS SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER 6" _ LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND 1/4 RADIUS OR LAWN, SEE PLANS N ABOVE 50 DEGREES F, (7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. 111411\601 dlgl� } PSI AT 28 DAYS,AND(8)A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST en el uuuuuuu uuiii �yyyvy'>xv/1 w�, : PAVEMENT II ,III, Do o� S,v vv'ivv/v /‹; ° / _ .00d 00�? oo FINISH GRADE JuicePedestal Specifications /%/%/%%%� `� IIIIIIIIII °�d�o CONCRETE PAVEMENT \\//\/\"/AA a 4,000 PSI o a o o6 ) Ships fully assembled with two JuiceBox Pro chargers AS o°, o° "� CAST-IN-PLACE CONCRETE 1 =111=1 0 C��Ct ° ORobust, Convenient ) Easy,quick installation:ground-mounted with 4 bolts,concrete pad \___ °cPa a o a •. Qo Q o Qo CAST-IN-PLACE SCALE NTS �A/AA/ a a a a CURB SEE CONCRETE a8/•. no 0 0 RTE CURB MountingSolution recommended /j�/j oo a .0 e o o° 0 0 • SPECIFICATION Co �/ •�� a �o �� > Cable management:retractable weight pulley cables system ��AA' a GRAVEL COMPACTED TO \ V H ;a 9 a Ooo C R a8 • •• ) Height:74 in/188 cm / • - 8'MAX. 4'-5" ♦ � a a g o • 0 95% STANDARD PROCTOREill II g � / •./L�• / / / / > Width: 19.88 in/50.50 cm by8.00 in/20.32 cm deep ° e ° • 1-11,240$ • 4• COMPACTED Weight&Dimensions z %j o ° �� �jj�jjAV�'1�'; GO • •�• �i�� CENTER ON POSTS CENTER ON POSTS g ) Weight:1751bs/79.38 kg(without charging units- -.c) nits- co v� y C/ � :, ado g� �A�A�,�A�A �; SUBGRADE COMPACTED TO �� o•a• i Q •s a , GRAVEL BASE p o e ° R INTERLOCKING FENCE PANEL add 15-17 lbs/6.80-7.71 kger JuiceBox) �`\ �// 90% STANDARD PROCTOR NYSDOT SECT. 304, .875"X 6"SLATS, TYP. \/A\A\jAA/A / /A\/ 1 II III 1 II SA/A/VA/VA/VA/VA/V �v NOTE: TYPE 2 Safety and certifications ) UL,cUL and ENERGY STAR®compliant \i\//,/ /\i� PYRAMID CAP, TYP. 1.5"X 5.5"TOP RAIL, TYP. 4'-0" EXPANSION JOINTS SPACED / / / 8 Warranty ) 3-year limited warranty,optional 2 additional years ALONG CURB 10'O.C. MAX. 6" 6" 6" tY Y tY. P FULL CURB AT LAWN FLUSH CURB IN PAVING Made in North America > From domestic&imported parts 0 CONCRETE CURB NOTE:ALL JuiceBox Pro Charging Stations SCALE: NTS COMPONENTS PVC4 Project Title: > Choose between three power configurations:32A,7.7 kW;40A,9.6 kW; q Electrical Characteristics 48A, 11.2kW;and 80A3, 19.2 kW Myrtle Street JOINT SEAL PER SPEC. (0 > Single phase input: nominal voltage 208-240 VAC-60 Hz „ Medical Office " 5"X 5" FRAME/POSTS input Cables ) Internal junction box for two circuits to power chargers MO TOOLED JOINT W/ 1/4" • gm TOOLED JOINT 5'O.C. OR AS TYP. Campus RADIUS EDGES AS FINISH GRADE Output Cable&Connector ) 20 ft/6.1 m cables,each rated 240VAC with a J 1772 Plug SHOWN,TYP. SHOWN ON PLANS&OTHER e a a� DETAILS OR TO MATCH EXIST. g-, _ > Precision measurement of power,energy,voltage&current X e• .° d ,,�„�„ „�„�„_,,,�„_,,,�„=1111,=,,,�„_,,,�„_,,,�11_11, -m- -m-m-'-th- m-m > Web-basedhours; status and cons • portal:set payment rates and charging monitor charging consumption 55 Myrtle Street • SCORE JOINTS. TOOLING ° i ' iP Yg g9 gP C 41 1 - 1.5"X 5.5", METAL m m1 m m1 m JuiceNet®Smart data for individual or groups of devices;control station access; manage EV load 1 & 17 Morgan Street PREMOULDED JOINT FILLER C ° a SHALL ALSO OCCUR AROUND p ill= ill- LI v a a a a a a4 -6 '-. REINFORCEMENT CHANNEL ill: . . 41,11 -'-v- IL Charging Platform > Driver app to monitor and pay forcharging(iOS&Android) Saratoga Springs, NY 12886 ENTIRE PERIMETER OF CONC. iii INCLUDED IN BOTTOM RAIL, 1 °' - �ii1 Li: ' > Refer to the JuiceNet Business and JuiceNet Enterprise datasheets for more on the capabilities EXPANSION JOINTS TO OCCUR 60'O.C. PAVEMENT. 1 of each dashboard I Y"JOINT MAX&AT ALL CURBS,WALLS, &WHERE TYP.NDa ° J I /'JOINT ��' UNDISTURBED �' � ' > WiFi:802.11 b/g/n 2.4 GHz SHOWN ON PLANS OR OTHER DETAILS SUBGRADE,TYP. Connectivity& ) JuiceRouter:Connect up to 16 chargers with WiFi with an LTE Router(optional) SCORE JOINT 15"0 3,000 PSI Authentication > Integrated Cellular: LTE(optional via JuiceBox charging stations) EXPANSION JOINT / CONCRETE FOOTING ) RFID authentication enabled and QR Code payment option 1'-0" CONCRETE PAVEMENT JOINT SLOPE TOP 4"/FT. ON ALL > End-to-end AES-256-based encrypted protocols POSTS,TYP. 4 Firmware > 90 day, 15-minute interval data storage > Persistent data storage upon power interruption SCALE: NTS > Over-the-air(OTA)upgradeable firmware 6' WHITE VINYL FENCE ) Dynamic LED lights show charging status:network connectivity,charging in progress,delaying DETAIL 1 1'-0" 0 charging,standby,charge complete/EV not drawing power A J� SCALE: NTS ) 1P66 Weatherproof,dust-tight,polycarbonate enclosure II 1 r 8'-0"O.C.,TYP. Enclosure > 1K10: resistant polycarbonate case 1 > Quick-release wall mounting bracket included Project No.: 201517 O° O° °O O° O° O° O° % X 8 GALVANIZED �1 ) Built-in security lock and integrated cable management Design: CMI O O O O O O O M 6"X6" P.T. WOOD LAG BOLTS WITH g o � o 0 0 0 0 ; ,- ) Operating Temperature:-40°F to 140°F{-40°C to 60°C}/-4°F to 140°F(-20°C to 50°C)with UPT POST; 8 0 O.C. TYP. WASHERS, TYP, Drawn: BAS Ch'k'd: MCB 0 O O O O O O 10/16"0 HOLE THROUGH MITER CUT TOP EMBEDMENT FLANGES _ 4X10 WOOD RAIL; > FCC Part 15 Class B,NEC 625 compliant,ENERGY STAR® Date: 7/22/2021 Scale: N.T.S. (2 PER FLANGE) 4"X12"WOOD RAIL C IL WOOD r� -- �; - 8' MAX. LENGTH. Codes&Standards > OCPP 1.6J and OpenADR 2.Ob compliant i�l 1 I I Rev: Description: Date: 3 B B %" HOT-DIP GALVANIZED I RAIL I 6"X6" P.T. WOOD Refer to the JuiceBox Pro 32,40,48 and 80 ciatasheets for more information. �O° 0 0 0 0 0 0 SECTION A-A 0DOME BOLTS WITH WASHER ; ( POST; MITER CUT 3The power option for 80 amp will be available soon °' DOME )1, oI a a a a a a a AT END NUTS TYP. 1% l' 1% TOP, TYP. fr @ @@ U J U J U J U i -I 1 I-I I I- I'I I III-III-III_ evcharging.enelx.com/contact Customer Support +1-844-584-2329 wr EnelXChargingNA i11 Enel X \ IIII 1 I-I 1 I I=I I=I 1 I1 Commercial Sales +1-844-885-5850 f enelxnorthamerica Q EnelXChargingNA A11 -III=III= I\ I � neneI 16" DIA SONOTUBE FOOTING 'Lc,ii 111'-0" _ _ _ _ = 3,000 PSI CONCRETE 2' 10/16"OHOLE THROUGH = _ _ = NOTE: PLAN-TILE INTERNAL EMBEDMENT SECTION B-B EMBEDMENT FLANGES (2 - - MEI11E' 1. SUBMIT SHOP DRAWINGS FOR FLANGE AT 3"C/C III-III-III .H11=111=11 COMPACTED OR UNDISTURBED APPROVAL PRIOR TO CAR CHARGING STATION PER FLANGE) III-111-111-111-1 SUBGRADE (TO 95%STD. CONSTRUCTION. 0 0 0 0 0 0 0 0 0 0 0 0 0 PROCTOR) 0 SCALE: NTS a Drawing Title 000 0000000 01 o° ° °000° NOTES: TIMBER GUIDE RAIL Planning Board # xx.xxx a' .°°°� ° °O° 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 8 o oO O 0 O O 00000 MANUFACTURERS SPECIFICATIONS. SCALE: NTS Approval Site Details 8 000 0000000 R 0 0 0 0 0 0 0 0 0 0 0 0 2. DO NOT SCALE DRAWINGS. 0000000000000 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. Approved under authority of a resolution adopted 0 0 0 0 0 0 0 0 0 0 by the Planning Board of the City of Saratoga Springs. 2.- 00 00000 wan O o 0 0 0 Drawing No. LuOJ NcAi 0 000 O O O LL E 0 00000 a NN Chairperson Lu N O DETAIL 1 Q N� a'M d 0 o co o DETECTABLE WARNING STRIP Date Signed: , 05 L-8. 1 L!, ,, ,LL SCALE: NTS CONCRETE BASE TO BE FLUSH LIGHT POLE AS PER DETECTABLE WARNING STRIP IN ALL SIDEWALK AREAS SPECIFICATIONS Lig "NO PARKING ANYTIME"SIGN OVERALL WIDTH PROVIDE EXPANSION JOINT. RESERVED PARKING SIGN (TYP.) 38.98" ANCHOR AS PER MANUFACTURER'S PER ANSI &NYSMUTCD STDS. (12"x 18" MIN. SIZE) 1 7/8"O.D. RECOMMENDATIONS The LA G ROU P SIGN SHALL NOT BE OBSCURED BY A VEHICLE 9.84" 9.84" IN THIS SPACE , FINISHED GRADE 1"CHAMFER IN ALL LAWN OR PLANT Landscape Architecture&Engineering P.C. SIDEWALK AREAS BED AREAS SLOPE 8.3% SLOPE 8.3% People.Purpose.Place. CONCRETE SIDEWALKr 1 MAX. (1:172-) MAX. (1:12) , • FINISHED GRADE LAWN AREAS 40 Long Alley p: 518-587-8100 ° ° ° • ** Saratoga Springs f 518-587-0180 ` d 4 . I I II I I NY 12866 www.thelagroup.com = z1111 11 1 6 / 5 , 6 CD 111 HI -III ,ey a - ° REMOVE SONOTUBE TO A w - ° Unauthorized alteration or addition to this TRAN. FLUSH IRAN. 6" CURB J o C° : MINIMUM DEOTH OF 6" BELOW document is a violation of Section 7209 of the CONCRETE CURB, TYP CURB CURB CURB Q °cc ° q 7 PROPOSED FINISHED GRADE New York State Education Law. NON-HC 0 3.94" = © ANSI STANDARD I- a O the LA Group 2020 PARKING SPACE - °° HANDICAP SYMBOL (TYP.) CONDUIT, BY OTHERS Cc Eo \ / ° ° SEE SPECIFICATIONS \ / = d ° Prepared for. TYPICAL ACCESS AISLE PAINTED v 441 °��� _ G° ° ANCHOR BOLTS AS PER WITH 4" DIAGONAL LINES AT 45° _ a MANUFACTURER'S r Hospital �� IEL Saratoga osp to ANGLE, 24"ON CENTER W/SIGN ♦ �, — — - I RECOMMENDATION READING "NO STOPPING"(SIGN FRONT VIEW 5" SIDE VIEW SURFACE MOUNT PLATE Elr ° ° 1 ° SHALL BE LOCATED SO AS NOT TO POURED CONCRETE BASE, 211 Church Street OBSTRUCT ACCESS) 8'-0" 8'-0" 8'-0° 9'-0" _ ° ° a 300 PSI Saratoga Springs, New York 12866 Jr NOTES: - 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. / ° ° u„ 4"WIDE H.C. PARKING LINES PAINTED BLUE 2. DO NOT SCALE DRAWING. ,, , L 6"COMPACTED GRAVEL BASE 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN Igo a ':au PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. NOTES: 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND "' "' H "' "' COMPACTED SUBGRADE 1. PROVIDE 1 HANDICAP SPACE IN EVERY 25 PARKING SPACES UP TO 100, REFER TO TABLE 1106.1 OF APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. THENYS BUILDING CODE FOR ADDITIONAL INFORMATION. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.treetopproducts.com AND SEARCH THE GROUND ROD, AS PER 2. MAXIMUM SLOPE WITHIN HANDICAPPED PARKINGGSPACE AND/OR NO PARKING AISLE SHALL NOT pp EXCEED 1:50 IN ALL DIRECTIONS. STOCK-KEEPING UNIT(SKU)7ZT7041. ' DIA. MANUFACTURER'S 3. SIGNS SHALL BE PERMANENTLY INSTALLED AT A MIN.CLEAR HEIGHT OF 84" ABOVE WALKWAY / / RECOMMENDATION SURFACE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. BIKE RACK 4SCALE: NTS LIGHT BASE 0 ACCESSIBLE PARKING LAYOUT 6 SCALE: NTS SCALE: NTS 1'-5" / NOTES: 1' 1' CAST ALUMINUM FINIAL AND ROOF r 4, \ 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE 0SAME FINISH AS POLE COORDINATED WITH THE CITY ELECTRICIAN AND y DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 1 4ARC22T5 MDL03 LED: 64 WATT 2200 COLOR ;0\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� *CROSSWALK TO MEET 4, TEMPERATURE, DRIVE EDGE AT FLUSH / � 1\\?s TYPE 5 DISTRIBUTION, 120-277 � \ \ \ CURB. 2. THE OWNER I DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER ' PAYING CONNECTION CHARGES FROM NATIONAL GRID. \ \ \110°j� . j� THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS ':. LIGHT ONCE CONNECTED. t� j o 5T TWIST LOCK FITTER Q ��, 0o 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND } .� w \ = BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT rw A _ NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ,, ELECTRONIC PHOTOCELL z WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: , (STREET SIDE)THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE,AND GREEN. LIGHTS ARE WIRED 120 VOLTS. C° NOTES: = 4"-3" DIA. TAPERED POLE, .125 WALL r .4 PROVIDE A SEPARATE HANDHOLE, SYNERTECH „� / / •N ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THICKNESS, 6063-T6 STRUCTURAL GRADE SYN121212HH02,TO BE OWNED BY THE CITY FOR THE j DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE ALUMINUM / THE NEW SYMBOL DOES NOT MATCH THE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT _ � HISTORICAL ADA STANDARDS, BUT SLIGHT INSTALL(1)5/8 INCH COPPER GROUND ROD IN CONSTRUCTION O° \ VARIATIONS ON THE HISTORICAL SYMBOL ARE \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� - HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TOo jj PERMISSIBLE UNDER SECTION 103 WHEREAS THEEN '\ SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF BLACK FINISH � �� CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT SIGNIFIES ACCESSIBILITY. ACCESSDOOR FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V PEDESTRIAN CROSSWALK WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T50- 0 ACCESSIBLE SYMBOL M DL03-A-PEC/4214T4/BK SCALE: NTS CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND in 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, SCALE: NTS PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FOUR ANCHOR BOLTS AND ONE GROUND STUD. FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN#12 THHN COPPER, (RED,WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS 4"CHAMFER SEE NOTES t CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN _ \ \ Project Title: TEXT LETTER APPROX. SIZE M.U.T.C.D. BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED \•"\ FINISHED GRADE SEE NOTES FOR SIZE TYPE OF SIGN NO. Myrtle Street I/ N/ SPECIFICATIONS DIRECTLY INTO CONCRETE BASE USING FENDER ,� v'�' v , 1' 8" 1' 8" WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH � / ZINC PLATED ANCHOR BOLT ��� //\\// ASSEMBLY PER MANUFACTURER'S Medical Office t t t SOP SEE 12"x18" P4 6C THICKNESS,AND LOCK WASHERS. %�% � ' RECOMMENDATION �.� G �7 �� , , A M.U.T.C.D. 1.5 S.F. ��� /) 1 ,I / rye -2" PVC SCHEDULE 40 Campus i/; NO DIRECT BURIAL 17" DIA. BASE, 12"DIA BOLT _ 55 Myrtle Street SEE 3077I- "x30" CIRCLE, DIAMOND PATTERN, ��� /�� �; GROUND ROD PER N.E.C. B �� R1 1C �� i ° //v/v/ M.U.T.C.D. 6.25 S.F. lt( 111 FOUR l"x 18"ANCHOR BOLTS v °i��i�y g 2 4000 PSI CONCRETE BASE WITH 1 & 17 Morgan Street LU \ / 171 �� /%< �� ` ` SONOTUBE FIBER FROM 20" DIA. Saratoga Springs, NY 12886 w GALVANIZED POST& �� �' �w , /// /// , /// /�i ' UNDISTURBED SUBGRADE OR - Ill B BREAKAWAY HARDWARE CMI / ii�/ /i�/i/ice /i�/7 C SEE .�;;��./>./;��;�;��; >�;,y,�;� COMPACTED TO 90%STANDARD APPROVED BY CITY M.U.T.C.D. 12"x18" P-1-1 PROCTOR TRAFFIC DEPARTMENT / 20" • RESERVED' * ' \``**` ' , 0 DECORATIVE STREET LIGHT k k 1.-0" i %14 D PARKING n ELECTRIC SEE I— VEHICLES M.U.T.C.D. 12"x18" o ` ✓, ONLY l SCALE: NTS ,in BASE POST DRIVEN INTO u) GROUND (CONCRETE • SHALL NOT BE USED) NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. 8 PAVEMENT MARKING ELEVATION SCHEDULE SCALE: NTS NOTES: Project No.: 201517 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST Design: CMI CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC Drawn: BAS Ch'k'd: MCB CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE Date: 7/22/2021 Scale: N.T.S. SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS Rev: Description: Date: - AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL L' CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. o 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND I MOUNTING HEIGHT. J s 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS 0 MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET N THE LATEST RETROREFLECTIVITY REQUIREMENTS. �, 4. SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA t'' COUNTY COMMISSIONER OF PUBLIC WORKS. Drawing Title C) a I 0 -2, 0SIGN DETAIL AND SCHEDULE Planning Board # xx.xxx SCALE: NTS ApprovalSite Details Approved under authority of a resolution adopted �, by the Planning Board of the City of Saratoga Springs. 0<N Z rnp 0), N Drawing No. a O ro L N Q�a Chairperson m�0 ca to a Date Signed: a, t, LI, L-8.2 o(n ii ' A ,, Pr, R:�,, ch kg ��� �� ° The LA GROUP - /�-•=- O- � ��� SET CROWN FLUSH WITH ♦ Valkzok /r0 �?' TOP OF MULCH Landscape Architecture&Engineering P.C. 3" BARK MULCH People.Purpose.Place. ` ( / / /, `� ' �_ � ,1I _-"11'111•"!"',- i 40 Long Alley : 518-587-8100 �'^ \L -7 r 77- / PLANT PERENNIAL IN Saratoga Springs f 518 587 0180 / r S_ � l / L%r i I_ - CONTINUOUS BED OF NY 12866 www.thelagroup.com "P"...400.-- 1.P.--.6. / /� � NOTES: co' SPECIFIED PLANTING SOIL —4r141%.'4411111111100- / '_ -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE COMPACTED/UNDISTURBED Unauthorized alteration or addition to this 4 AS IN THE NURSERY.-THIN BRANCHES& FOLIAGE AS -- document is a violation of Section 7209 of the �- g � ' / r� DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. ' -L,e1 III III III I SUBGRADE New York State Education Law. ---� % t �� NEVER CUT A LEADER. MIN. J Y / -TREE SHALL BE PLUMB&STRAIGHT. ©the LA Group 2020 -Vvit: STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE PERENNIAL PLANTING Prepared fora woo, METHOD AND MANUFACTURER SAMPLE TO OWNERS REPRESENTATIVE FOR APPROVAL. 4 SCALE: NTS Saratoga Hospital i, EQ. y EQ. - NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF a THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 01 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL 211 Church Street AWAY FROM TRUNK. Saratoga Springs, New York 12866 i " � 3El l " HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED y 4"SUBBASE STEP 7 ii iyi-i� -� yi CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER //,v/i„/, ,,//,//� // ► j HEAVY DUTY STEEL EDGE III 1 I- BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE RESTRAINT, TYP. 1111111 II BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE M♦ III III STONE DUST(CRUSHER HI ?rill r 0 0 0 0 0 0 0 0 anwa i FINES) OO ____ _ -_ _ 4� COMPACTED GRAVEL- 0 DECIDUOUS TREE PLANTING VIII NYSDOT TYP 2 (SECT. 304.12) COMPACEDTO95% STANDARD SCALE: NTS III III I III III III I I I I I I III I I I I I I IPROCTOR FILTER FABRIC I-111-111-111-111-111-111-111 III III III III III III III 1 I III SUBGRADE-COMPACTED TO 1l 111L11111L11111a, III 111- 95%STANDARD PROCTOR '2 I- ' �� STONE DUST PAVEMENT -1-t 9; 0 i-A, ,i (c* SCALE: NTS :--- -rosy--c. • •y\-7>'. W %-7-••.,/_..:6_,..0..- INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND CONC. FILLED BOLLARD. FORM ` ' --w- � TOP OF BOLLARD TO SHED ` vJ.; L� ROOTBALL. ATTACH 1/8"GALV. STEEL CABLES @ 2/3 HEIGHT a WATER. ' i OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE ��+T" S �Y \, -i — -�'' CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ aA POLYETHYLENE THERMOPLASTIC P y t :, GALV. CLAMPS. PIPE SLEEVE BY IDEAL SHIELD ` -_ �,¢ � � � COLOR TO BE SELECTED BY /1( � ,♦', '. � ` ,. GALV.TURNBUCKLE >1 PER CABLE co ARCHITECT. � r1 l5 �� 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL 4" DIA. PIPE BOLLARD EQ. �Q. AWAY FROM TRUNK. UNO, REFER TO PLAN Y ' /rte ' 3"0 X 2'-0"CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° 3000 PSI CONCRETE '� ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. Nim q FOUNDATION. 1 I 3 HT. PLANTING MIX SAUCER GRADE �l 111111 AMENDED PLANTING MIX, COMPACTED ;; �II= II- ' N y/,A \jAjAjAAjAAjAAiA r r r r r - I i 1=1 1=1 =� Project Title: _ // / / /// A//: _ 1I I 1 I 111-111 111=111 111 III=�1= Hil1E1111111111111111111111 I PRIOR TO BACKFILL, CUT AND REMOVE ROPE _ _ =I II 11=1 11=1 11—I 1 11 I II 11=1 I I—I I SURROUNDING TREE TRUNK AND REMOVE BURLAP �� O�o�O�� �C yI11=111=111=111=111111=11 11=111= �0001000C.1 -111 �1-I 11=111=1��1�X111=1111 Myrtle S t r e e t FROM TOP 1/3 OF ROOT BALL. �� �. ��� 1=111=111-111=1I 1=III=111=111=11 Iy 4 4 —11=111=111=111=111-11 �� (1 1 111=111=111=111=111=111=111=11 NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92/o _ } n= a =i i-iii =I I II I - i5 III I _ fi 1 \ \ _ _ _ 111-111==1 =1 - - - Medical Office 11- - - =111=111-111-111 � - - 11=111_ 111=111-111 - 1=111=111 � - UNDISTURBED SUBGRADE 1III — _ — — I I I=1 I I—I 11=111=111=1 I I—I I—III—� 1 I a <�=I I I I I I I II 11111111111-111=111=1 11=111=1 I NOTES: 11=11 I-111-111-111-111-1111=111=111= 11-1 E-- 1=111-111-11= 1-1 1 1 1-i 1 1 11 1=1 11 1=111=111=111=111= Campus 1 1 111 1 1=1 1=1 1 1 1�1 1 1 1 1;- 1 1-111-111-111111=111=111=111=1 1. TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY, =111=111E1111--_11F-_111E-1111--_111--_111-311= , -111=111=111=111=111=111=111=111- WITH ROOT FLARE EXPOSED. 1111111w---1111i11111111111111111111111111111HF_ir /6 VIII II =IIIIIII II IIIIIIIIIIIIIIIIIIII II III 2. TREE SHALL BE SET PLUMB AND STRAIGHT. 11=111=111E-111E9111--_1111--_111'311=1111--_111= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 55 Myrtle Street 3. PRUNE,WATER AND FERTILIZE IN ACCORDANCE WITH SPECIFICATIONS. 11=11F-111=311E1111--_111=111;311=11--111=1111=11111111111=1 1 = 11111 ° 11=111=111=111=111=111=111=111=11 -111 111=111=111 111= =1T 1 A 1\111\111\111\1T\1T=1T=1T=1T= 1 & 17 Morgan Street \\1=1 1=111111i11111i11 111 =--H—w— —1�1—iii=11T=11TH=11T=111i11i1�\�1--HF-11T1111T1i NY 12886 \i \i _ 1T=ii Saratoga Springs, Ili-=11 1-1 1-1 1-1 F-- 1-1 1-1 1=1 1;1 I\ -- -i1\111 11F—up1T11111T11i1���1i11T 0 EVERGREEN TREE PLANTING SCALE: NTS PIPE BOLLARD 6 SCALE: NTS 0 SPACE SHRUBS AS INDICATED 0 n.. ON PLANS r` C-(-' r-,0. ROOT FLARE SHALL BEAR SAME r✓ r)) o RELATIONSHIP TO FINISH `° Cc.i--c-' GRADE AS IT BORE TO W Project No.: 201517 w d c C PREVIOUS EXISTING GRADE sign: CMI 2'''' U DDrawn: BAS Ch'k'd: MCB 4 0 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM Date: 7/22/2021 Scale: N.T.S. 1-' o o° (-0' mile., ROOT FLARE. Rev: Description: Date: N Aftlii o CUT AND REMOVE BURLAP o FROM TOP 1/3 OF ROOT BALL o c PLANT SHRUBS IN ♦ __ z CONTINUOUS BED OF N ' L SPECIFIED PLANTING SOIL °_2, 1 I I P E'i E Ell h ' 1 i •. UNDISTURBED SUBGRADE 1[ ILS 12" I. Q MIN. "ff-- Drawing Title CL i Planning Board # xx.xxx oApproval Site Details ., 0 SHRUB PLANTING Approved under authority of a resolution adopted oSCALE: NTS by the Planning Board of the City of Saratoga Springs. a.- Drawing No. Ln M N Q,-� N(`-;1) o a Chairperson CCN co m E Date Signed: L-8.3 ,oZ acnii WATER MAIN (OR SEWER kg ///ALIO \j #30 ROOFING FELT y / , FORCE MAIN) •% GRADE THRUST BLOCK //\\/ //// CONCRETE THRUST 3'-6"MIN. /\/ \, \\//\\) \\\` BLOCK SCHEDULE 2'-6"MIN. i PREFERRED ✓\\/ \/\" ��\i\\\ \ \\ /``>/\\%\ /\\�///,/� / NOTES: \\ \\/\/` , \ \\//\\`// 4,000 P.S.I PREFERRED AS FAR AS POSSIBLE AS CLOSE The LA G ROU P 2-6' AS MAINS SHALL BE VALVED TO INSURE %\\ \\�~ / 2"PIPE PROJECTION Landscape Architecture&Engineering P.C. POSSIBLE / /\ /\ a /� PREFERRED THAT WATER FLOW IS NOT INTERRUPTED ,\\ \\ \ /\\\\\� /\\ %w // 1/ ,\• INTO MH (TYP) f 1' 6"MIN. \//�//\//\ //\/, i\ O /% /%\/�\//\//\ �° B�I B People.Purpose.Place. TO MORE THAN TWO HYDRANTS AT ANY \/\/\ \/ \/�\ \, II �//\/\ /\/ SARATOGA STD. g" 5'-0"MAX. GIVEN TIME. \//\/ /` // \ ° ` //\ \/ `/ \/\ \\ \/ \\/ /\ A \'`\ \\i\�i�\' ,� �\ , / PIPE SLOPE TOP OF BENCHWALL 2"PER FT. 40 Lon Alley 518-587-8100 MUELLER CENTURIONA 423 OO k o -FLUSH WITH \ \\/ \��\/` W�pTH Ill g Y p'W/4"STORZ CONNECTION T z w mPAVEMENT OR ALL HYDRANTS AND VALVES SHALL '"\\j • W AI A cn� A Saratoga Springs f 518-587-0180 v D I REVEAL IN OPEN RIGHT. Q SECTION A-A \�� UNDISTURBED SOIL CHANNEL DEPTH rr NY 12866 www.thelagroup.com `_ v TURF AREAS L-8, - 0.8 PIPE DIA. �E_ �- �� �E' BREAK FLANGE PLAN (TYP.) mi. LOWEST PART OF �' 7 J CURBINVERT - - BOLTS TO BE //'�/'�/'�/'�/'/, ;� ` ;, I FINISHED GRAD PAINT SCHEDULE: B Unauthorized alteration or addition to this A MIN. 1-1/2" %\%\\%\\%\\%\\j r %i\i\� �\\� ' document is a violation of Section 7209 of the /'' /'' /'' /'' /'' ' ` // ' Y / New York State Education Law. ABOVE F.G.AND A MAX. j\� ■■■■■�■■■■■■■■■■■El l'� ■■■■■■■■■1 COLOR OF • • i/ SOLID CAST-IN-PLACE CONCRETE ,�� 8"ABOVE F.G. p /,( ao •o•' ••• •o 0 0 • •o ••o •• o o O coo SIZE OF BONNET AND COLOR OF // / ` • ` FORM SMOOTH CURVE o° o o°° o o ° o , AIR-ENTRAINED 3000 P.S.I. MIN. (TYP.) a- w o a MAIN CONNECTOR COVERS BARREL j /\. �\ < \/ s o / \ �/ /\\/ ©the LA Group 2020 000 \ \• \ /\ A \/ / B -o 0 6" BLUE YELLOW / //�//�//�A /\ \ /� • wC� i 'P �i70,°10°0/0?i i i°i %i i �i 6 8" GREEN, FOREST YELLOW / \ \\ \\ \\ \ ��\, x, \, \,\ // /i /\/\/\/\/\/\/\/\ /\/ /'/\/ \ \ /\\\ ` ONE-WAY I NVERT MULTIPLE INVERT cr) � � � � � � � � �\� � � �\\j�\\j�\\j 10" BROWN YELLOW ' ',/`/ / SECTION B B / / / / /� Preparedfor. z 12" GRAY, BATTLESHIP YELLOW \ = `.\„ , '• \ z VALVE BOX w - V > - 6"M.J. i 14" GREEN, LIGHT YELLOW PLAN (TELESCOPIC GATE VALVE o 16" ORANGE YELLOW `//j\ ' ' I �� FORM SMOOTH Saratoga a Hos ita l E o PATTERN) (SARATOGA n 20" BLACK YELLOW %\\%\\/ `�/\//\ /\//\// //< CURV `J' p POLYETHELENE OR-\\ "' STD. w \/\�///,/./,,/\\���/' '\\ \/ - - --- /\/�\ \j� 1/4"PER FT. MIN. 24" YELLOW YELLOW �\ \ \ \ \ 3/4"TIE ROD FOR MUELLER \;jjjjj \ \ \ \ \ \ \ \\/ PITCH INVERTIN BUILDING PAPER v IL A-2360) \// // // / / /' �j''//''//\//.\///�\�/�\�/�\/�/\/�/.�///\ / - MHROSS 4` ' LESS THAN 2' 211 Church Street THRUST RESTRAINT v \��\\A,\\�\/ _ CRUSHED STONE w (ONE EACH SIDE) MAIN U _ '- • -",-•,'.,,' , Saratoga Springs, New York 12866 OR RETAINER GLAND TIE ROD NOTE: RETAINING GLANDS ACCEPTABLE ( -� ,..... �. '' '' .. ` " INVERT OUT SIZE 1 AND 1A - A.O.B.E. FOR USE AS APPROVED BY CITY I'.F,'`,. ' ` ` ' DRAIN I - /o ° . NOTES: ENGINEER. • CONCRETE THRUSTS ' ,°W°;y�y,y` STANDARD INVERT SMOOTH DROP INVERT FILLET BLOCK. 3,000 p.s.i. ° (� /\/\/\/\/\/\/\/\//' 1'\p -,J�"\<\//\\/� , /\\ \\ \X 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: (NOT REQ'D IF R.G. ��\ e e e , . SEE SCHEDULE BELOW. VALUES OF L ANDD OTHER THAN V±= LD (W+ LD.)-I.D. SECTION A-A OR TIE RODS ARE // ��,\\ \\,� ;,a//K‹j BEDDING, PIPE ZONE M.J. CONCRETE THRUST 81 USED) BACKFILL TYPICAL TO ANCHORIN BLOCK. 3,000 p.s.i. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: TRENCH DETAIL REQ'D. TEE (TYP.) YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V=VOLUME INCUBIC ARDS MANHOLE BENCHWALL BLOCKi 1. HYDRANT DRAINS SHOULD BE PLUGGED.WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING L- LENGTH OF BLOCK IN FEET FREEZING WEATHER. 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET 6 SCALE: NTS 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED,A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS W-WIDTH OF BLOCK IN FEET WILL PROVIDE ADEQUATE DRAINAGE. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS,STORM SEWERS, OR STORM REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.D. = INSIDE DIAMETER OF PIPE IN FEET DRAINS. 4. HYDRANT DRAINS,WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING LARGER THAN 12" DIA.TO BE APPROVED BY CITY ENGINEER. CAPACITY OF 2000 p.s.i. (MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7. 0 FIRE HYDRANT PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE 30" I.D. MANHOLE COVER TYPICAL UNLESS SCALE: NTS 8" 30"DIA. 8" OTHERWISE APPROVED BY MUNICIPALITY. RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL TYPICAL FORT -/---/ HEAVY CAST IRON, NON-ROCKING FRAME& FINISHED GRAD OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF MILLER BOOT OR ' w 0_ COVER SUCH AS SYRACUSE#1012B OR SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE 1-APPROVED EQUAL ` NEENAH#R1558. "SARATOGA COUNTY SEWER ENGINEER. 4"TO 10" II § DISTRICT#1"SHALL BE CAST ON ALL MANHOLE �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� \ REQUIRED BEARING AREAS& DIMENSIONS FOR CONCRETE THRUST BLOCKS 1 o 1- °k° COVERS.ALL COVERS TO BE AASHTO HS20-44 / / `o oo 0 LOADING RATED. TEE 90° (1/4)BEND 45° (1/8)BEND 22-1/2° (1/16) 11-1/4° (1/32) AI0 BEND BEND • PIPE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS o- 2'-10"OR 3'-6" o CONE EXTENSION 4" HIGH MIN. 10" MAX. SPACER o SIZE SQ. IIIIIIII INCHES FT. D x L SQ. FT SQ. DxL FT D x L SQ. FT SQ. DxL FT D x L `\ R1, FOR 24" , OF PRE-CAST GRADE RINGS AND NON-SHRINK OPENINGS GROUT(7000 PSI)TO SUIT GRADE. • l' FULL LENGTH OF PIPE 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 ECCENTRIC CONE SECTION H-20 LOAD RATING CENTERED ON SEWER LINE 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 *=/I/ -si• _, BUTYL ROPE SEALANT(TYP.) DOUBLE IN - - 0 GROUNDWATER • RISER SECTION. AVAILABLE IN 1'-0", 2'-0", 3'-0" - - THRUST BLOCK PROVIDE SMOOTH CHANNELS X AND 4'-0" HEIGHTS IN CONCRETE BASE WITH � �i � PLASTIC STEPS AS z 4 SCALE: NTS GRADUAL SIZE TRANSITIONS o MANUFACTURED BY M.A. (NOT APPLICABLE FOR [r, co WATER LINE )1/' INDUSTRIES • PAVEMENT OR MANUFACTURED BY FORT MILLER, OR APPROVED TERMINAL MANHOLES) N X (GRAVITY OR FORCEMAIN) �/ ORIGINAL GROUND X ° NOTE: PRECAST CONCRETE MANHOLE SECTIONS AS SANITARY SEWER OR STORM SEWERI 11 .101 \ 1 4'-0"DIA. EQUAL. 1 SELECTED GRANULAR FILL TO BE 1 NOT INTENDED TO REPRESENT A 5 j5'LD.WHEN 5" *SEE NOTE *SEE NOTE WHERE TRENCH SHIELD IS USED �3 PLACED UNDER PAVEMENT 3� SAFE SLOPE APPROVED GRANULAR,' >15' DEPTH I CONCRETE REINFORCEMENT AS PER ASTM -, /- WITH THE APPROVAL OF THE BACKFILL COMPACTED ENGINEER, SHEETED TRENCH 6"WIDE GREEN PLASTIC LOCATOR IN 8"LIFTS TO MIN.9 '/o I C478-85A PAYMENT LIMITS WILL APPLY. TAPE, MARKED"CAUTION SEWER PROCTORie PIPE HOLES AS REQUIRED FLEXIBLE NOTES: TRENCH SLOPES ARE GIVEN FOR BELOW" ,,. /i 1;' J CONNECTOR BY LOCKJOINT, KOR-N-SEAL OR ALL BACKFILL MATERIAL TO BE PLACED MAX. PAYMENT LIMITS ONLY FOR F, 4000#AIR EQUAL WITH STAINLESS STEEL BAND CLAMP 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT IN 6" LIFTS AND BE COMPACTED TO TO OPEN CUT AND ARE NOT INTENDED TYP. J ENTRAINED BE MAIN-TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM 95% STANDARD PROCTOR(ASTM D698). TO REPRESENT STABLE SLOPES I BENCHWALLS OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL DEBRIS, FROZEN MATERIAL, LARGE UNDER FIELD CONDITIONS #4I SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL CLODS OR STONES, ORGANIC MATTER IProject Title: 27FT BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER OR OTHER UNSUITABLE MATERIALS � Allik1"MIN DROP BETWEEN INLET AND OUTLET PIPING I 8 1.1'[• 1� Myrtle e Street SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO SHALL NOT BE USED AS BACKFILL. BUTYL , 0 3"±TYP.4h { o 2.5"FOR PIPE SLOPES OVER 2.0% UP TO 6.0% BACKFILLING. NON-WOVEN GEO-TEXTILE BUTYL WRAP -" 8"MIN. of � JEXTEND STONE SUBBASE TO SPRINGLINE OF PIPES Medical Office ENVELOPE (FABRIC EQUIVALENT • EXTERIOR OF 1 2. PARALLEL INSTALLATION TO PROPEX GEOTEX 451) `� MANHOLE _ z-c3 REINFORCED CONCRETE BASE Campus 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, • 12"MINIMUM 00 O - O � SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 18" MIN. 71 O 1 #2 CRUSHED STONE SUBBASE 100% STANDARD SELECTED GRANULAR FILL 12., I I III I I IIII 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A - 1* PROCTOR(OR AS PER SPECIFICATIONS) 1' 0" MIN. 55 Myrtle Street CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. PLACED IN 6" LIFTS AND WHERE A WATER TABLE CONDITION MANHOLE SECTION IN. _UNDISTURBED ° DEPTH 1 & 17 Morgan Street MECHANICALLY TAMPED OR r BUTYL DETAIL Su�GKAOEEXISTS g NY 12886 3. CROSSINGS A.O.B.E. . WRAPPEDIN A -WOVE GEOTEXTILE STONE NON-WOVEN AOBESEE NOTES 2Saratoga Springs, 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF \ goo off , 6 . i - ENVELOPE (FABRIC EQUIVALENT TO CRUSHED STONE, SEE NOTE 2. FOR r°°08 °08 °V °08 °°°� PROPEX GEOTEX 451) THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE °° �°o°° o o°� o � UNSTABLE TRENCH BOTTOM USE !�000 000,1bo o2 0 SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. ) 0°o°oo ooq°oo°°o; ADDITIONAL DEPTH OF STONE AS '�o°o°oo oro o°0 6" MIN. STONE BEDDING FOR PIPE 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. ° °oo °oo °o° °o° NECESSARY TO PROVIDE A FIRM .�000°a°o°o°o� SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 12" DIA. AND SMALLER 12" MIN. FOUNDATION \ STONE BEDDING FOR PIPE 14" DIA. SANITARY MANHOLE UTILITY CROSSING O.D.24" ,le AND LARGER (I) 0SCALE: NTS NOTES: SCALE: NTS THREADED CLEANOUT PLUG 1. NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY ENGINEER. 2. CRUSHED STONE#1 AND#2, NOT TO EXCEED ONE(1)INCH IN SIZE. FINISHED GRADE FOR UNPAVED10" LETTERING ON COVER: SAN.SEWER A.O.B.E.=AS ORDERED BY ENGINEER. AREAS WITHOUT FRAME&COVER FINISHED GRADE FOR PAVED AREAS WITH 3. GRAVITY LINE SHALL BE SDR 21 OR 26, INCLUDING FITTINGS. r FRAME&COVER 4. FORCEMAIN LINE SHALL BE C-900, DR 9 OR 11 (200 PSI MINIMUM). Project No.: 201517 L 5. THE GRAVITY SEWER LATERAL SHALL BE LAID AT A UNIFORM GRADE OF a INCH PER FOOT(ABOUT 2%). Design: CMI v_ 6. WHERE A WATER TABLE CONDITION EXISTS, STONE BEDDING SHALL BE WRAPPED IN A NON-WOVEN GEO-TEXTILE ENVELOPE(FABRIC EQUIVALENT TO � � PROPEX GEOTEX 451). Drawn: BAS Ch'k'd: MCB ,,4'41W- 4 7. CONTRACTORS SHALL COMPLY WITH ALL LOCAL,STATE AND FEDERAL SAFETY REGULATIONS. Date: 7/22/2021 Scale: N.T.S. I o0 0 0 . o.� III I o c Rev: Description: Date: a •N� N o 6 ~ c SYRACUSE CASTINGS N0.4155, 40404 CAS L AST IRON FRAME&COVER,OR TRENCH DETAIL CO 0'1 to� � 0 0 0 0 0 0 SCALE: NTS o J_� .4,50 Ar ° 44.44 No U 04 N O O O O O C E .4404041r,N po.,• O O ' O 4 CRUSHED STONE Mi' `..'�'�N 1/8 LONG SWEEP BEND (NYSDOT#1) 4 t� a �o 0 0 0 - o o o c Drawing Title Q ��y ! �o:�i',i',i',i' - 4"SDR 26 PVC ° Ole ` ° 0 0 0 0 Planning Board # xx•xxx �o�• 0 0 0 0 0 0,� 6"BUILDING LATERAL a' �, ►� Approval Utility Details ° / . FLii OW Approved under authority of a resolution adopted 2_, - -O-O-4 (:)O O�-O by the Planning Board of the City of Saratoga Springs. ��� �� Drawing No. wain 0 0 0 0 0 0 0 0 0 0 0 LU N N Q N O J 0,. m N Chairperson CLEANOUT co m E Date Signed: a SCALE: NTS L-8.4 o z acnii FINISHED GRADE FRAME AND GRATE Lig WIRE r LEVELRDCON RODLS) The LA G ROU P FIELD JOINT REQUIRED ��//,J7 FOR MODELS DH152-129 / DR152-129 p� Landscape Architecture&Engineering P.C. Peo le.Purpose.Place. DH152-160 / DR152-160 I � 24"DIA. --..m......„_ 1' 1' GASKETED LID, HDPE �0/ •// G °O PRECA ' CONCRETE RISER RING 40 Long Alley p: 518-587-8100 ACCESS WAY VENT ••/// g �/ / „ D °�/ SET IN •N SHRINK GROUT. Saratoga Springs f 518-587-0180 / / i� NY 12866 www.thelagroup.com DUAL WALL, CORRUGATED • O / STRAIN RELIEF CORD HDPE ACCESSWAY r,.. / 0 D �; CONNECTOR _ u 1 ,, O / 1 • / Unauthorized alteration or addition to this POWER/ALARM CABLE •/ ^ �i �' �• D document is a violation of Section 7209 of the 6 CONDUCTOR W/GND / , °•% ADS N-12 MANIFOLD 12"X12" OCS-1 PREFABRICATED END CAP PREFABRICATED END ADS 601 NON-WOVEN GEOTEXTILE CRUSHED STONE PAVEMENT SECTION, SEE DETAIL CAP INSPECTION PORT (OR EQUAL)ALL AROUND CLEAN, kg NYSDOT TABLE 703-4 CRUSHED, ANGULAR STONE TYPE 3 , , , . A _ , „__ , , �� The LA G ROU P t ,111,11- 181 Landscape Architecture&Engineering P.C. \ gEll ( 1 111 - ' Is/ ' , I y 1 11111,-0,417: 1MIN* 1. uiro.4 .r.ri''..=..444-4,- ► .r.r.r ► ► ► , 12"MIN 0 0 0 ..,,...dA. 0 0 0 ,, P P Pa eo Ce.Purpose.Place. 1 11111111t.,... ....0;,__,. /, _ 1 $7,1: -T ' - o.N ► ► rN rN rN ► ► ►ill ,. ,. * 1111111 ;/ �1�, �1�� �#tiA‘k l 40 Lon Alley 518-587-8100 ( # ~ ll�lll�l Al,����II� ��� �I��Ih�,i(I��� �. Saratoga Springs 518-587-0180 1111111n �// 7 ' 1���Ibll-- . '��� a� 1 I � ��'�� gf �� iNY 12866 www.thela rou com _�% ' " (tool I,ul ��I III I�,; , i^ ��o � 45 g p 12"MII �� ll� �� �iiil�����i� �� �li'Iri�F ' �� II ,,„ ��I�i /I1, 1I +, i,q111'' I �i 1,1 ,40,•-‘1;1, - 111111 � „111(1, 11,(.111111111.11111,,;),\,111111AAAA AAAAAAA _ i���, � I � rh► til � _1 � � 1 Unauthorized alteration or addition to this �� 11 - u� N! �o`G , rv, �oN oiioff!c �.. � document is a violation of Section 7209 of the IIIA 111111 II 1=1111111111111111j1111111111111111111111 111111111111111111111111111111111111111111 1-111-11IIIIIIIIII 1111111111111111111111111111111111111111111111 1 11 11111-11' New York State Education Law. III III 111111-11�_ '1-11 I-11 11-1 11- 111-111- 1=11=11H1=11=- 1=111=111=111=111-111_11711_ 9”MIN. , MC-3500 9"MIN— - 77" - 12"TYP `" XXXXXXXXXXXX END CAP ©the LA Group 2020 ( •� 0 UNDERGROUND CHAMBERS UNDISTURBED SUBGRADE Prepared for. • SCALE: NTS / ,uuuuuuuuuuuu� s 12" f 211 Church Street 1 , `" TOP OF POND Saratoga Springs, New York12866 . 6„ 11111* iii=i \IINtil "` ANTOP OF WEIR 0 6" /\--/ BOTTOM OF /�/\��i'/ i;��/\ 3\ � POND /\/\�//�i/�� PERMANENT EROSION ,� /,,\\/�\\ , GRADE)1, G I AA AAAA x ✓ / � /\/,/ CONTROL FABRIC '\//\/\ \� �/� \//./ \ \\/\/\i\/\i/\i//\i\ \ \\�\\�\/</ INSPECTION PORT ISOLATOR ROW CONCRETE LIGHT 18" HDPE 1141149 6 POLE BASEii';i '� 98.91' , VARIES(SEE PLANS) alih TOP OF BERM PLACE MINIMUM 12.5'OF ADS //i\ /\�z GEOSYNTHETICS 315WK WOVEN DIVERSION !i/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ /\//\//\//\//\//\//\//\//\//\//\//\//\//�///i ,� TOP OF WEIR GEOTEXTILE OVER BEDDING STONE STRUCTURE .,\,\\,\\,\\,\,.\,\\,\\,\\,\,.\,\\,\\,.\,�\,.\,\\,\\A.,A.,,\\,\ \\,\,.\,\\,\\,\\,�\,.\,\\,\\,\\,�\,.\,\\ AND UNDERNEATH SCOUR PROTECTION AT ALLOPERMANENT EROSION CHAMBER LAYOUT PROPOSED ELEVATIONSNOTES CONTROL FABRIC TOP OF STONE: 378.50 CHAMBER INLET ROWS TOP OF CHAMBER: 377.50 1. ROLL EROSION CONTROL FABRIC IN DIRECTION OF WATER FLOW. ALL FABRIC SHALL BE (77)STORMTECH MC-3500 CHAMBERS 12"TOP FEEDING MANIFOLD INVERT: 375.83 SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES IN APPROPRIATE LOCATIONS. (14)STORMTECH MC-3500 END CAPS 18"INVERT TO ISOLATOR ROW(S): 373.86 (STAPLE PATTERN E) INSTALLED WITH 12"COVER STONE, 9"BASE STONE,40%STONE VOID BOTTOM OF CHAMBER: 373.75 BOTTOM OF STONE: 373.00 2. PLACE CONSECUTIVE RECP'S END-OVER-END (SHINGLE STYLE)WITH A 4"-6"OVERLAP. USE A 0 CHAMBER LAYOUT DOUBLE ROW OF STAPLES STAGGERED 4"APART AND 4"ON CENTER TO SECURE RECP. SCALE: NTS 3.ADJACENT RECP SHALL BE OVERLAPPED 2"-5"AND STAPLED. HEAVY DUTY FRAME&COVER EJIW 1322 OR APPROVED EQUAL FINISHED LABELED"STORM" GRADE STABILIZED OVERFLOW WEIR .' 6 ADJUST FRAME TO GRADE WITH 4"H SCALE: NTS (12"H MAX.)PRECAST REINFORCED VA V- CONCRETE GRADE EXTENSION RING rn 4.0'I.D. PRECAST REINFORCED 30"0 OPENING (AASHTO H2O-44 LIVE LOAD RATED) O CONCRETE STRUCTURE / 8" & NON-SHRINKING CEMENT MORTAR. CEMENT MORTAR ALL FRAME AND GRATE (AASHTO H2O-44 LIVE LOAD RATED) 4.0' I.D. / AROUND FRAME F.G. PAVEMENT / / BUTYL ROPE SEALANT BETWEEN INLET PIPE PITCH—� f— PITCH PRECAST CONCRETE GRADE ADJUSTMENTS AS REQ'D, MORTAR INV. IN: 376.9' X 6.. PRECAST CONCRETE SECTIONS, TYP. ¢ .��\�����.������������ SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR \ \ 18"0 ADS N-12 pm.IL INLET PIPE MANIFOLD •0O0k� INVERT IN. 376.90' ISOLATOR ROW --- ����� -_-_-_-t _ 12"0 ADS N-12 MANIFOLD INV. IN: 373.86' a4 a FLAT, REINFORCED PRECAST INVERT IN. 375.83' q CONCRETE COVER -REINFORCED PRECAST CONCRETE BARREL SECTIONS F FLOWa . 30"* AS REQ'D, MANUFACTURED IN ACCORDANCE WITH ISOLATOR ROW er, FF rsss -__-_* r -3- 7 --7 - - FLOW C478-85ANON-SHRINKING CEMENT ISOLATOR ROW ° — 4'-0"DIA(MIN.) SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL MORTAR PLACED ALL ; = Project Title: rI — ROPE BETWEEN STRUCTURE SECTIONS APPLY I II ROUND PIPE, TYP. } BITUMASTIC JOINT COMPOUND ALL AROUND AFTER Myrtle Street `NASSEMBLY \ — �% Medical Office > — SELECT GRANULAR BACKFILL IN ACCORDANCE • V WITH THE SPECIFICATIONS Campus -II II 6\ III-II -11 PLAN FLOW PIPE AS WD CATER PIPE 11& 55 Myrtle Street j0' jo' 4 a\J J�L)41' jo'L_Jail__JaiL-/�"L-/a"L-/�� III ( —� _ AS PER PLAN, TYP. y 1 ,i o 0 o� .c.; o 0 0 0 0 0 0 1111 15"0 ADS N-12 _ 1 & 17 Morgan Street 0 0 0 0 0 0 0 0 0 0 0 0 �� ��������, ! ���������������� ..�.. CRUSHED STONE MANIFOLD �, Saratoga Springs, NY 12886 =111111 -II-- 1 --II --III-- IF 11=11 I=II- 1=11 "Her 11=11 --II --III-- II-1-11 -111- II- 11=11 -II=ILII-I+ UNEXCAVATED/ INV. IN: 375.83' p 1 .- m =n g 11- 1 1 1-1 1111 1 III 1V- I.-r1 11 11 1 1 � 11r1-1 11V11.n111, 1 1 11 UNDISTURBED EARTH C. 1 u) `�� BOOT TYPE FLEXIBLE MEMBRANE SLEEVE 18"O ADS N-12 MANIFOLD TO GROUT KEYS WITH NON-SHRINKING CEMENT MORTAR&APPLY ° a aa (9 = REINFORCED PRECAST CONCRETE INTEGRAL WALL ISOLATOR ROW 12"SUMP, TYP. THICK COAT OF ASPHALT WATERPROOFING COMPOUND _ , 4° l's ec.iAND BASE SECTION INVERT IN. 373.86' SECTION N - R ,o�-' , ' '`� 4q=, .- ,,/- a � goo 12"CRUSHED STONE BASE DIVERSION STRUCTURES COMPACTED SUBGRADE SCALE NTS 1 CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM A615 GRADE 60 STEEL CATCH BASIN COVER PIPE CONNECTION TO END ALLOW 2" FOR FINAL STORM SEWER PIPE SCALE. NTS Project No.: 201517 CAP WITH ADS GEOSYNTHETICS 601 ADJUSTMENT OF FRAME TO BE MORTARED IN Design: CMI NON-WOVEN GEOTEXTILE, 8' MIN. MC-3500 END CA- HEAVY DUTY FRAME FRAME TO BE PLACE Drawn: BCS Ch'k'd: MCB WIDE AND GRATE 3; MORTARED TO TOP OF Date: 7/22/2021 Scale: N.T.S. �l/l/ iiii�i� �i � �iiiii�i�iii/�/ii�iiiifii�iii� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiii o< CATCH BASIN WITH . .. u 55 2'-6" P R; , y. NON-SHRINK GROUT M Rev: Description: Date: s z o. 0. 000` ALLOW 2" FOR FINAL 6" 6" I MIN. I.D.** 18" <><><><><><><><><><><><><><>< ,119 ADJUSTMENT OF FRAME 2'-6" (MIN.) o . . . . i r .' .i .i . <>0 MIN. I.D.** CONCRETE COLLAR /- 1. Av, v,.y,,,c. vor y �y A4V,A .� 0 L 00 '•:i.i i•i�" '•'����•���=� A PAVEMENT . . • .•.4• W�•�.�•�.�`mit•e. �r4 •� •7r� v 'TTeit�' �'4* ' ---, Ili.. A 30 MIN SUMP •'.,•'.,.'.,• 12" NYLOPLAST INLINE DIVERSION � 4.i0-toW ;' � KNOCKOUT r * DRAIN BODY WITH SOLID •i •ir \ PANEL EACH ' 8"(MIN.)CONCRETE >;'-/4/4411111:- N HINGED COVER ml STRUCTURE a, .;, I / �i ��I SIDE �� �� �� �� �i � \� �� � 6 HDPE PIPE f9� �� �I Ist s. frig ���� i �i = 6"INSERTA TEE, �Ii A' 12"CRUSHED STONE ON � � CENTEREDONDrawing Tit/e Q ',0�;��4� %� '�;��� l': . o UNDISTURBED SUBGRADE '' '' #4 � �' CORRUGATION CREST a INF��i,,%`PV7i �I i ~ SECTIONS ! ' "' go .� ����� PlanningBoard # xx.xxx m� r .i 1'I�gi_�\It l I l /i 1111 - - _ II��Iei4 I .��II�III I I, II. I liI I' I Ii .I Il l,-,,r,, ,�� -�)-�r =S ` .•, . •, •, �. REINFORCMENT-6x6- 10/10 WWM ALL MC-3500 CHAMBER�.,,k7 •�� �' N a �..�r!;��������r!;tt, CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. Approval Utility Details 24"MIN. 12" HDPE ACCESS PIPE REQUIRED. 3' 6 FOUR SIDES AND BOTTOM (CONFORM TO • • Approved under authorityof a resolution adopted ," 2 LAYERS OF ADS GEOSYNTHETICS 315WTK '6" 3� °� ,� � u �I II 'll I pp p USE FACTORY PRE-CORED END 4 ASTM STD. A-615) II II ' ,, IP ' I ' bythe PlanningBoard of the Cityof Saratoga Springs. �' - WOVEN GEOTEXTILE BETWEEN FOUNDATION •B N 4.t e•: ai-44i 4i-44i 4i-04i 4i g W a N CAPS. STONE AND CHAMBERS. 5' MIN.WIDE • �' �' � �' �' �' �' �' �' Drawing No. 0-o NOTES: CONTINUOUS FABRIC WITHOUT SEAMS Q N o 1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. Chairperson J 0 in N O a'M 9-- (_) ISOLATOR ROW CATCH BASIN (KNOCKOUT STRUCTURE) INSPECTION PORT DETAIL 8co Date Signed: a l) i o z SCALE: NTS 4 SCALE: NTS SCALE: NTS L-8.6 acnii FRAME AND GRATE FINISHED GRADE INSIDE FACE OF MANHOLEkag FLEXIBLE NEOPRENE BOOT SEAL MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE /ii/iiiiiiiiiiiiiiiiiiiiiiiiiiiiii//i�c The LA GROUP OF HOLDING BOOT / FRAME AND GRATE �' Landscape Architecture&Engineering P.C. STAINLESS STEEL NYOPLAST DRAINAGE BASIN 30"O OPENING 8„ People.Purpose.Place. ALUMINUM ALLOY KORBAND BAND CLAMP FINISH GRADE 4.0'I.D. PRECAST REINFORCED I, 40 Long Alley p: 518-587-8100 2" PROJECTION INTO CONCRETE STRUCTURE ! 4.0'I.D. / BUTYL ROPE SEALANT BETWEEN Saratoga Springs f 518 587 0180 M.H. AT PIPE SPRINGLINE _ I TOPSOIL 6" PRECAST CONCRETE SECTIONS,TYP. NY 12866 www.thelagroup.com 1 \ I \ \ • PRECAST CONCRETE BAFFLE / / W\'� 12"MIN. — /SEE DETAIL) Unauthorized alteration or addition to this SELECT GRANULAR BACKFILL document is a violation of Section 7209 of the 1 - 1 - 1 - 1 // FLOW RESTRICTION PLATE New York State Education Law. FORM NEW CEMENT INVERT \\// FROM NEW PIPE TO EXISTING 1 1 1 1 M.H. INVERT. INVERT Is z o I ti II titititi ti ti II ©the LA Group 2020 _ NON SHRINKING CEMENT TOP OF BASE SLAB - z ���I IM .IIS C° MORTAR PLACED ALL ei �� %�- i" ROUND PIPE,TYP. Prepared for. �' �° ��.`' - Sarato a Hospital LI FLOW 3' 0"MAX. o „�� PRECAST CONCRETE �� = = CRUSHED STONE :J p =11 n—n = 1=111=1 1I BASE SECTION I111=1 H 1=1 1-1 Hf=1 H 1=111=I'' COMPACTED SUBGRADE FLOW 211 Church Street J •• �• 1 4 lib _ _FL m,_44,1%, -! • - Saratoga Springs, New York 12866 - u o 0 CONNECTION TO EXISTING MANHOLE DETAIL YARD DRAIN = - :R �� #10R#2CRUSHED STONE SCALE. NTS4 SCALE: N.T.S io _ I 6" I . ir _ 0 0 vvw II" 11-11 II ' ' II' II" I 11 " III I I II'`` '!- ��' ' '' ::_,„4-.0. � 9T.?tJ "- 111'11 1111 1111 11 1111j11 11 11 1 v11 111 ( UNEXCAVATED/ 0.1'MAXIMUM f'ONDINC vax.4.,:Aps i i �i i i II II iiJ1i1 11111 iyiJ1ii iLumiLuyiJ1iiiutuFLumLuyiJ1iiyiJ1iiiLumIlll 11iJ1i1 UNDISTURBED EARTH 12" HDPE STORM SEWER PIPE OUTLET: INV. OUT(1)-370.80' HDPE STORM SEWER PIPE INLET: 18"INV. IN (1)=375.83' AREA DRAIN/ 12"SUMP,TYP. 12"INV. IN (2)=373.86' o INSPECTION CHAMBER ° GROUT KEYS WITH NON-SHRINKING CEMENT MORTAR&APPLY y PLANTING THICK COAT OF ASPHALT WATERPROOFING COMPOUND o - o Ail/4- O �� 3.5" ENGINEERED SOIL, 0 1 i - SECTION ii - ZINCOBLEND E OR YARD DRAIN 3"-4" ROUNDED STONE; A, APPROVED EQUAL MINIMUM 18"WIDE AND 6" DEEP I BIORETENTION PLANTINGS ON TOP OF FILTER FABRIC 3"MIN. (TYP.) II I/ .i Air II/ """""" i l/ ! k _ / V ' FILTER SHEET SF AS SHOWN ON L-5.1 /J - / / 30„ T 7 T '- 7 DRAINAGE LAYER, TOP OF BASIN:(SEE PLANS) - 4'CONCRETE OVERFLOW WEIR FLORADRAIN FD 25-E OR •, 24 "ONDING;DEPTH. .• i ����, ELEV:376.50' �l APPROVED EQUAL BOTTOM OF BASIN: SEE PLANS) •, / PROTECTION MATT SSM 45 BASIN:( �`�i nn� �� iu miii iiniiimi'ni ra nine �niiiiiA a - a A ° tio =III ROOT BARRIER WSF 40 - - _ _ _ _ _ III III II ' a a L 0 O . a 916"H LE FOR 1/2" 2" MULCH PER SPECIFICATIONS a —BY OTHERS ----------- � BY OTHERS _ _ 4 ANCHOR BOLTS,TYP. ::ssse:e: r'r'r'r'r'r'r'r': r'r':i:i:sii:i:::: ; 0 OUTLINE OF CONCRETE co BIORETENTION SOIL MIX = HOLE CUT IN STRUCTURE I= -\ INSULATION - -1 III 7_,1_„ ;! 1•• CRUSHED STONE WITH FILTER WATERPROOF MEMBRANE FABRIC, MIN 12"OVERLAP =IIIwaimia (il= co' 1/2"THICK GALVANIZED ROOF STRUCTURE I - - - - STEEL PLATE 4" PERFORATED PIPE -_°'II'M EM E' III • ELEV: 375.0' Q-" 1 111 ------3" DIAMETER ORIFICE ROOF DRAIN O O -c, 45 MIL EPDM '- I II I II II I I I I IIH I II I II II I I I I IIH I II I I I I IIH I II I II II I I III III III III III I I II WATERPROOF LINER OCS 1 FLOW RESTRICTION PLATE 8 OUTLET CONTROL STRUCTURE 1 0 GREEN ROOF0 BIORETENTION BASINSCALE: N.T.S SCALE: NTS SCALE: N.T.S MMMMMEIMEMEMEM 24" ELEV.=370.00' — ■ 111 24" STORMWATER MANAGEMENT PRACTICE: / WEATHER RESISTANT WOOD SIGN BOARD WITH WEATHER RESISTANT 8„ 36" DIA. CAST IRON (SMP NAME) LETTERING ACCESS COVER. 6" SPDES# 6" 18"" ELEV.=368.75' Project Title: MUST BE MAIN AINED IN ACCORDANCE/IH O&M PLAN d0 NOT REMOVE OR ALTgR I II Myrtle Street F 1 1 1 1 ELEV.=367.5' = ` ,,,,, _ WOOD STAKE AFFIXED TO SIGN BOARD Medical Office • — I " 12" FINISHED GRADE --k- HDPE / 3"ORIFICE Campus _I7,..._ _ I HDPE INLET HDPE OUTLET I I 55 Myrtle Street INV(18")=309.10' • INV(18")= 309.10' I NOTE: 1. SIGN TO FOLLOW LANGUAGE AS SET FORTH IN THE SWPPP 1 & 17 Morgan Street 24" STORMWATER MANAGEMENT PRACTICE-(BIORETENTION BASIN) Saratoga Springs, NY 12886 PROJECT IDENTIFICATION NUMBER-(SPDES CONSTRUCTION PERMIT TRASH RACK #, OTHER) TUPPER OP OF RISER I STRUC370.0 ,,,,,,,,,, 24" , "/ AS I V V / REQUIRED o ' TRASH RACK �6"\ MIDDLE / 4"W X 8" H ORIFICE / 2 X 2' /6" _ HYDRODYNAMIC- �_ 11 STORMWATER MANAGEMENT PRACTICE POSTING DETAIL SURROUNDING INV. 368.75' / / RISER SEPARATOR - ,,, WITH6 INLET, 12" HIGH 3 ORIFICE / OLDCASTLE ' - -- -- - - d M INTERNALS � . SCALE: NTS / r-_Z ��� INV. 367.5' / MODEL COMPONENTS DVS-48C INSTALLED 1 I OUTLET 12" 0 / _,,,b r 1 �I I �► �r I 2' SIM A A' -F-8-1.---• \ __ �\� , � I DOT ITEM 620.03 STONE FILL PROPOSED FINISHED • - _ZZv INTERNAL , I �� ������ Project No.: 201517 COMPONENTS,' ' --'i INTERNAL (LIGHT), ORAS SPECIFIED GRADE-SEE PLANS `� � 2" HDPE, INV. 344.6' HDPE INLET7 HDPE OUTLET --' COMPONENTS -- �O O� FG 367.25 Design: CMI PIPE PIPE / \ I \ HDPE FLARED END SECTION WITH STONE RIPRAP, \ Drawn: BCS Ch k d: MCB �� �/ ® CORRUGATED HDPE a W444 ♦ • CORRUGATION COUPLING 12" DEEP 6" iS‘/- STORM SEWER PIPE; �.� �' MATCHING CONDUIT Date: 7/22/2021 Scale: N.T.S. ® ,� ,� ll SEPARATION FABRIC 12"THICK CL INLET REFER TO PLANS FOR It r-t �d . CORRUGATIONS&HAVING .� ��, . SELECT CRUSHED STONE Rev: Description: Date: co BASE SIZE AND LENGTH 4 -‘ . � ANCHOR TOE PIECE. INSTALL AT GRANULAR y '�// /OddALL PIPE NDS. BACKFILL BASE 11 1 iii iii iii iii III iii 1 1 iii 1 of 8"#1 ' , O.�I z00 CRUSHED 111'1'1'1'1; ri,.� rmiliVikr...4114r4it, .TUNDISTURBED OR 12"SUMP, TYP. STORM SEWER ci STONE z I I I I I I�l' � '' ` W 0 .0.. 0 • �� •,• COMPACTED SUBGRADE PIPE OUTLET 0 }p t p � p t/ � p t p � p � , ' MIRAFI 160N ALTER -0y eje •' 'e4Ro=ezyI / �/O•� SECTION VIEW 65, 4"MIN.WALL // 36.. FLARED END '� /1 FABRIC UNDER FLARED SECTION THICKNESS / SECTION �� �� l�♦ END SECTION &RIPRAP 4, / 44" / �►44���i7�4�� *WHEN OUTLET IS TO OUTLET CONTROL STRUCTURE 2 a 4IA1y�474 SWALE, EXTEND STONE Q J '/11'�/-/ FILL UP SIDE SLOPE A �J SCALE: N.T.S 9 STONE APRON WIDTH &LENGTH TABLE Drawin Tit/e o NOTES: EXTEND RIP RAP \ PIPE DIA WIU I H "W" 'MIN. LENG I H "L" MINIMUM OF 2 THE SWALE a 1. BOLTED&GASKETED MANHOLE ACCESS COVER ELEVATION MAY BE ADJUSTED TO GRADE. 12" MIN.ABOVE 12" T-0" 6'-0" DEPTH. Planning Board # XX.XXX 2 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478. FLARED END. PLAN VIEW "L.. 15"-18" 8'-0" 6'-0" Approval Utility Details 3. HYDRODYNAMIC SEPARATOR-1 MUST HAVE A MINIMUM TREATMENT FLOW RATE OF 1.35 CFS AND MINIMUM 24" 9'-0" 8'-0" .' TOTAL FLOW CAPACITY OF 6.18 CFS. HYDRODYNAMIC SEPARATOR-2 MUST HAVE A MINIMUM TREATMENT FLOW RATE OF 0.81 CFS AND MINIMUM TOTAL FLOW CAPACITY OF 3.09 CFS. Approved under authority of a resolution adopted �, by the Planning Board of the City of Saratoga Springs. 2 WAN HYDRODYNAMIC SEPARATOR0 FLARED END SECTION Drawing No. c,N Q N O J p, W N ,( SCALE: NTS SCALE: N.T.S Chairperson d M Q N d � u o Date Signed: 0z as . L- .7 f)_ acnLL