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HomeMy WebLinkAbout20230773 182 Excelsior Site Plan Plans As-Approved( - L:-- NG2 - - - - - _v - - - - - - - - - - - - �- / / \ \ 3�/ I O ! �cZi GRASS �E r,c /ET,cL _ E r,c� � 1� _- -- - - - - - _ -_ - - - - - - - - - ` , _ _ _ _ _ _ _ - _- -CAT - L I - l \ \ N NE ,c7 I TRUE NORTH AT THE 74°30' EXISTING CONDITIONSLEGEND: LIMIT LINE "SPEED LIMIT - RIM=274_07// - _ - N --- - - --30 MPp" - _'END OF -ROADWORK" � - INV.(A)=271.16, 12" HDPE � �'1'3I + V \ + �y\ ° � 6 ( Q � � �- - z>>- MINOR CONTOUR N----------- --- - ---------------- - _- --2-7r2-7,-12'HDPE� f ] \ \ 0 z NM4 - -a> 269.8 (BI MAJOR CONTOUR 27E - G' G 267.3 PAVEMENT EDGE - -29 / 273.3 G, s L 8 PAVEMENT EDGE G7.4 6LZ N �/ NYT1 MERIDIAN OF WEST LONGITUDE WOODS LINE INC. TUNNEL BOX BEAM GUIDE RAIL 270 5 I - - - - --�- G G E, / - PLANTING BED 268.7 SOLID WHITE LINE / / o rn \ Q�NG. p ° \ "SPRfNG RUN TRAIL" / / SOLID WHITE LINE / I o�Ln CURB 11� OVERPASS SOLID WHITE LINE �E W W-T--W W W W W/ W W W T rf -1W W W / I n W W 2 3 0C DROP CURB 27z5 / W-W 7 7 /-W RIM zsH1.o2 �808 cc RQAD sr STORM LINE 270.8 fFr�� 271.4 271.8 r,�] 273.s 's.1 / s P BERRY 269.0 /270.o i + + + m GHss SANITARY LINE 2 + + V �\ + + / + INv.(A)-272.s3, 18 vc LOU r CI CATCH BA 8 N INV.(B)= 272.83, 18" PVC SOUTH E ELECTRIC LINE E � EXCELSIOR SPRING AVE. \ 1 ' _ + ] RIM=273.6 TCH BASIN 10 lF 7 A \ N Q 9�.3 �W 2Jis F9�" M9A6 .�� o N N INV. (D)=275.46, 2" CIPP,CFORO� Al� wTER LINE IN 264.40, 12" HOPE \ \ INV.(B)=272. 6, 8" HDPE SOLID WHITE LINE ] OLID WHITE LINE I W 269.67 BC 270.32 BC 271.00 BC 2 1.s6 BC \ 4 BC 2 .30 BC I SOLID WHITE LINE rn \ ' o 01 Bc 268.75 B I r C[ G rnNrraR a - ^�-�- ron COMMUNICATION LINE 53 7c 269.2oCONC. CURB / 270.16 TC 27 G G G - G Z -� / N \ CON CURB 2>g S 6C �� \ 55 �5 1; . CATCH BASIN 4 GAS LINE 271.5 272.2 / 273.74 B / 0 4 �c N \' fie) I �� RlM=280.34 27o a OVERHEAD WIRES CONC. aLK 274 of Q§ °s wv.=278.47, s" PVC �� OVERHEAD ELECTRIC TELEPHONE, CABLE CONC. ALK i ONC. WALK "STOP" s I �O ° y IE r,c! , 2fiR 5 _jfN.YON PI FOUND - I z V o °c \ I w� UNID. UNDERGROUND LINE CONC. TUNNEL,---_ - - - ✓p / A-2 2 � �_D�RA � - / N ^ ti o o o "SPRING RUN TRAIL" _ o N00' 41' 42"E 351.70' Aj1� s �, q \ N `� WETLAND LIMITS UNDERPASS 1 REIAIfHN- - - - - •- - - - - - - - - -+- A _ _\ w CHAIN LINK FENCE A o \ �° + \V ® -�-a WOOD FENCE + GUIDERAIL IAINING o / / I �� \ WAL2 - s \ + N O / i N b + RAILING I I I N / �l I + N \ , 1 w A-3 / \ HISTORIC LOT LINES 18 N N \ I P� / �I �12�' p�P€ / l / I _ o o� z - - PROPERTY LINE QNU - s ' ! ' A-4 U; ADJOINING PROPERTY LINE { U� HOPE + WOODS tt-�? � BUILDING LINE +I MIXED L DR 1 WOODS � / i + � � � � � � n � \ DEED REFERENCE ' 15 % , ' I I a / / / �� MR MAP REFERENCE GRASS / �/ / / + .�24' N � I \ +270.0 SPOT ELEVATION 03 GRASS / \ o c r `° GRAS� o BENCHMARK � �c, \ 0 CAPPED IRON ROD .I 24 � \ o IRON PIPE / I 1 +� N / / + - UNID_ / I �� > © SANITARY MANHOLE + Q CATCH BASIN ® CATCH BASIN - ROUND � � I M n CURB INLET I \ V BENCHM K 2: I / I "NO r! I DOCK E IN / a c \ unu OLE 3-1 / / / i g 87 I PARKING" O COMMUNICATION MANHOLE ELEV.=275.64 / I N A o � � R 50 � � q �' FIRE HYDRANT 1 \ �� 36" \ N n, LE I GRASS FIRE HOSE CONNECTION � GRAVEL i N w ^ r / / J8" 36 4 GATE VALVE + / DRIVE/ NM I 14 �wonn srEPs / / o_ NY ELECTRIC METER I\ W/GONG LANDING i I t o N 9 I\ \ \ V ` I / + -- © TELEPHONE BOX GRASS \ � �� � � � i � A z v � DECIDUOUS TREE I I + / C ----- -UN/D --UNID UNID �]OFIvJ A I ;;. CONIFEROUS TREE CONC `I / I \ -I-- \ 0 TREE STUMP 28" G A I o 12" T SINGLE POST SIGN \ \ w + \ / CONC. M \ 0NW _- G \ ' z E) 0 WOOD POST PA770 G FOUNDATION + c� \ 0 BOLLARD co REMAINS N \ 80L I I + - - _ - 0A GUY WIRE I I I I V �\ I 1 , 1 N m I 1 \ I m UTILITY POLE o GRASS 1 \ \ \ 12" \ N o o n UTILITY POLE WITH LIGHT m m m \ O V A \ \ v o DN N h coNc. I \ :�. r \ �z� GAS VALVE \ A V A \ V I A WOOD $TA�?S ° (p 0 & LANL)ING O ° o COLUMN I GRASS z \ w o I BASE O \ ELECTRICAL JUNCTION BOX \ \ \ \ \ \ \ I L+ ✓ m w I � III I o \ 18 ° � A ➢°' g WETLAND FLAG 8 CLEANOUT \ V A V V A V I \ \ \ 3 STORY �� I I I 0 Z \ \ / m \GRASS N ` \ WOOD FRAMED I I ( o O _ \ � + DRAINAGE INVERT V A Al A v V A V 1, y ti v BUILDING I I II o t, CURB STOP V \ \ LANDS N/F o m _ I z A N N ,^t \ \ V I m N GRASS I '' ADA PAD \ LOUISIANA MANAGEMENT CO. LLC. \ I o \` z �� \ \ \ V �\ V A \ \ D.1715 P. ", \ ° I ��� z \ % o MAILBOX 1 "GRINDER PUMP a \� I ro \ \ rn \ + TAX ID 166.0-1-14 ALARM" v DRIVE-THRU 48" Vj \ A P i I CARPORT I STOP o I ° © GAS METER N AREA=2.34 t ACRES I II 42" W� eA . o + o N z \ V A, A A \V A �, A GRASS SS \ I I + o CTN- "TOP" °°° 6)� 4 GAS MARKER v \ BIRD earth z �OP ' � REMAINS 070 YT136� o NM4 V A\ \ y\ v A SEWER VALVE I V ( •� c O \ c� V \ v \ \ V \ \ _ _ _ / SEPTIC PLASTIC / I � ^' ° � j 99� N \I `\ \ \ \\ \ \ \ \ t \ \ \\ \ \ _ - _ _ COVER/ACCESS / N I / /, 1 II \I �1 / \ UTILI MARKOUT -U W ` 9938� 8) ST V N. / \ V A \_ i /� n C.�CH BASIN 2 + v - I CONC PATIO °� I RIM=279.91 MIXED\ V. (A)=276.05, 24" RCP 11 \ \ �_ _ STONE -`WALL / / \ \ I 3�» O 2 4.5' WROUGHT �� \ \ \\ \ \ \ \ \ \ WOODS + / / m \ MIXED / / I\ \ \ I N I IRON FENCE N)_ J f + / I LANDSCAPING - - \ \ \ c co MIXED m WOOD i I r GRAVEL \ 4 „ WOODS `O DECK K, I \ DRIVE \ \ i RESIDEN INN UN/D UNID MARRlOTS7O E SS SL-- '- UN/D WALL _ DR U N + N 2 STORY �,vMDNoc / _ - - / _ \ V A - WOOD FRAME / - - ODm _ _ \ W CO BUILDING,, N CO C. I / o �5' wRoLIGHT RAMP + GRASS \ PATI m I / �` I IRON FENCE N\ I i A� MIXED / 7 280-- �/ ONE \ STONE ° w \ \ WOODS �/ DO NOT E WALL �� METALLIC PING IN,V.(8)=276.29, 24 RCP L Ln NS + g y 0 tiC 10 C) c - -FENGE� Locan71� \ \ V - - �, \ YARD QRAIN / I CHAIN 10 �NOD/'100w + V A I \ CONC. sTEPs \N \ \ I v v 6 A MIXED v N v vI �,, 3 I wooDs \v \� \ \ A \ V AI I \ +� I V A GARAGE 9G .------ G y� 51 _ H � 10 MIXED � � I j � A + WOODS I / JON►� �� �� \ VA A \ A� w\ I \ I ]OtIW LANDS NSF � � I A + CITY OF SARA TOGA SPRINGS D.1742 P. 9 v v v v v A \� , A I \ TAX ID 166.0-1-18v U � AAA \ V� ��4- N ASPHALT I PARKING RI/'PE\FgVNQ \ / LOT OD RAILING WOOD N 1 ooinrc SPRING RUN 1 L m 0 0 Ln c �< v a� 0 OUTLE --A,, o F � z c + C^a D 41 C ^ CATc1 NJ -5 \ 9 J INV.(< INV.(E f SAN MH 3 \ RIM=279. 98 INV.(A)=274.08, 12" PV( INV.(8)=274.16, 12" PV( INV.(C)=275.53, 6" PVC, m 20 10, 0 20' Approved under the authority of a r of ion adopted z $ i by the (d .e) Plannin o rd of the City of S ratoga Springs. a. Ch irma r5 t3 P. SUBMITTAL / REVISIONS OF P ��C ti�' r N x U r ` C7 FXCEL5100. U74751 �,�' �OFESVIA0 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d P.C. Land Surveying, 1533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC EXISTING CONDITIONS PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL ■ SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 CM1 00 File Name: FAMJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-100.dwg (Layout: C-100 ) nnta• Fri Anr 9R 9n9A - 19-9A PRA (Names• nhnr7n) O M 0 LID C �. > 0 Q O X E W m z N 0 o a Cf) O N LO N M � O N 0 0 N N � n ai Q cCU LL z a� r LLD • • PTr ti 3 �� re Cot ge 'o ! CITY '`N ' • : : • IfO r • • . fit J■ ) • I f II 67028 �aa1' • • s 50 6 •. ��. dw • �J�^ P u i ring Sta • 1p m •• • op% m� Cle a � �1flo S hi.�•� Ar pg East ecr pon 1 m Sc rk, 1 iIJ ine St D lem Sc 50 r X • LOCATION MAP NOT TO SCALE GENERAL NOTES s� t13 U3 ® m ce NM4 074 NYTi �l BRASS FN \ Q GONG. CONC. WALK CURB L� CONC. 4� CURB WALK C00C, Z t9� Gp C• GRASS GRASS CONC. 2," 18" WPLK NM41136-5 PEDESTRIAN 24„ CR05SING" "NO OUTLET„ i o 36" C CpNC. WALK „30 MPH" ` 1E,l, 'WALE GRASS LT i/ CpNG. ASPNA STOP BAR Np PARKING„ "PEDESTRIAN I✓L51� LE) tij Ct SSING" LONG ow URg ER p W O VPR WALK GONG TOP' pURs 103•�a1 RCNGSTOP„ O N(JA36 YILD RT,50 NS PFoEA7MIXED 12" " NM » 6) WOODS J\ NNM40X135 N0'14�33 (P` z O\ I� _ sn E T rl CONC W ' W - - OLD ROAD oR MR 2) 1 4.5' WROUGHT n1 ASPHALT N 0"►4�33 5+ IRON FENCE DRIVE 24", 7 74! 17 6 \ i i "ONE INAY" "DO NOT ENTER" ��- -- "RESIDENCE INN MARRIOTT" METALLIC PING LOCATION 4.5' WROUGHT \ IRON FENCE Ci -lE T,CI NG39 VZ134 "EXCELSIOR {�q SPRING AVE." m GRASS 7 wL ems` W 3 ti o UZI oLO a "TRUCK WEIGHT 1. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY M.J. ENGINEERING AND LAND LIMIT 5 TONS" SURVEYING, P.C. IN SEPTEMBER, 2022 AND UPDATED ON MARCH 18, 2024. I 2. THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM OF 1983, NEW YORK STATE PLANE NM3-1/2 BELL ATLA C 2 EAST ZONE (3101), NAD83/2011, EPOCH 2O10.00. 3. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. 4. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE REPORT MAY DISCLOSE. 5. SUBJECT TO ANY RIGHTS, EASEMENTS, COVENANTS, OR RESTRICTIONS OF RECORD. 6. "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S I SEAL IS A VIOLATION OF SECTION 7209, SUB —DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. "END OF ROADWORK" MAP REFERENCES: 1. "BOUNDARY AND TOPOGRAPHIC SURVEY, PREPARED FOR GREEN SPRINGS CAPITAL GROUP, LLC" PREPARED BY M.J. ENGINEERING AND LAND SURVEYING, P.C. DATED NOVEMBER 23, 2022. I DEED REFERENCES: 1. LOUISIANA MANAGEMENT COMPANY, LLC. TO LOUISIANA MANAGEMENT COMPANY, LLC., DATED MARCH 18, 2005 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK c 1715 AT PAGE 361 ON APRIL 8, 2005. 4 z Q a "SPEED LIMIT j 30 MPH" I NG2 CON'C- TUNNEL "SPRING RUN TRAIL" OVERPASS 30 0 15 30 60 As �HALT ALK ( IN FEET) 1 inch = 30 ft. -` N75. 32 I \` \ GRASS MIXED - "STOP" - FOUNDATION WOODS OLD ROAD \ \ ROW (UR REMAINS 46" ' \ ______'mac° MIXED \ f 1 1 WOODS \ � 42" ` F BIRD BATH -,-� \ GRASS w REMAINS M 0 `h 30" /00 `\ PROPOSED LOT 2 \� N Z 6 AREA = 22, 014t Sq. Ft. CONIC. -- OR 0.505f ACRES COLUMN GRAVEL BASE _ _ DRIVE ono I l� GRAVEL _ GRASS^ \ l CN DRIVE r — \o �� (� DRIVE-THRUI 9Q \ Pa S I A \ / CARPORT WOOD PORCH lI I GONG.3 STORY WALK WOOD FRAMED v BUILDING Zp n o 24" #182 EXCELSIOR �py� p 02 AVENUE 69 GOING. WOOD STEPS CONIC. � s77' 21 - 3g»E 16g.02� PATIO W/GONG. LANDING PATIO I STONE RAMP N77' 21 WOOD LSTAIRS ANDING �a WOOD &LANDING PORCH 24" ION' Q GRASSUNw� 2 STORY IL)HWt --IWOOK WOBUUILDING DECOD FRAMED j n I 3-1 "GRINDER PUMP ALARM" 10 ���111 jj SEPTIC PLASTIC 0� COVER/ACCESS CONC. �\ SEWER VALVE PATIO LANDS N/F LOUISIANA MANAGEMENT CO. LLC. D.1715 P.361 TAX ID 166.0-1-14 AREA= 120,123t Sq. Ft. OR 2.344f ACRES 46»W g77' 211 LANDS N/F f CITY OF SARATOGA SPRINGS D.1742 P.9 TAX ID 166.0-1-18 NO # EXCELSIOR SPRING AVENUE IRON PIPE FOUND STONE RETAINING WALL CONC. TUNNEL "SPRING RUN TRAIL" UNDERPASS •4SpH,4t T lygL1,- STONE WALL GRAss STONE � l WALL PROPOSED LOT 1 { GRASS AREA = 80,1091 Sq. Ft. 8," OR 1.8391 ACRES MIXED WOODS GONG. PAD — YARD DRAIN 1 STORY WOOD FRAMED BUILDING #190 EXCELSIOR AVENUE ASPHALT o PARKING LOT NM41.5-A LANDS N/F GURTLER BROS VFW-420 INC. D.953 P.408 TAX ID 166.0-1-13 CONC. STEPS S TONE WALL MIXED WOODS N_ IRON PIPE FOUND -� 34� SARATOGA COUNTY SURVEY CERTIFICATION: LEGEND CAPPED IRON ROD O IRON PIPE O SANITARY MANHOLE CATCH BASIN ce CATCH BASIN - ROUND CURB INLET a COMMUNICA77ON MANHOLE Q FIRE HYDRANT FIRE HOSE CONNECTION GATE VALVE ELECTRIC METER QQ TELEPHONE BOX T DECIDUOUS TREE CONIFEROUS TREE ' TREE STUMP i SINGLE POST SIGN WOOD POST 0 BOLLARD 0 GUY WIRE UTILITY POLE 0 UTILITY POLE WITH LIGHT GAS VALVE fla ELECTRICAL JUNCTION BOX WETLAND FLAG 0 CLEANOUT �$ DRAINAGE INVERT -I- CURB STOP ADA PAD MAILBOX 0 GAS METER p GAS MARKER co - DEED REFERENCE DR MAP REFERENCE MR BUILDING LINE J WOODS LINE (YYWYY, PLANTING BED - - - - - - - OVERHEAD WIRES MNwF - OVERHEAD ELECTRIC, TELEPHONE, CABLE If r"CI CHAIN LINK FENCE o- o--- WOOD FENCE —o—o GUIDERAIL " RAILING 13 a -o D ❑- HISTORIC LOT LINES -- -- PROPERTY LINE - - ADJOINING PROPERTY LINE - - SUBDIVISION LINE ZONING NOTE. UR-4, URBAN RESIDENTIAL-4 DISTRICT USE PERMITTED WITH SITE PLAN APPROVAL SETBACKS: - FRONT YARD - MINIMUM 10' - REAR YARD - MINIMUM 25' - INTERIOR SIDE - MINIMUM 5' - CORNER SIDE - MINIMUM 8' LOT SIZE: - MINIMUM LOT AREA - 3000 Sq. Ft. - WIDTH - 100' BUILDING REQUIREMENTS: - MINIMUM 1ST FLOOR AREA - 1800 Sq. Ft. - MAXIMUM BUILDING HEIGHT - 40' - MAXIMUM BUILDING COVERAGE - 40% - IMPERVIOUS SURFACE COVERAGE - 75% PARKING REQUIREMENTS: - PARKING SPACES -54 SPACES - PARKING CRITERIA -MINIMUM 1.5 SPACES PER UNIT AREA: Sq. Ft. ACRES LOT 1 80,109 1.839 LOT 2 22,014 0.505 TOTAL OVERALL ACREAGE 102,123 2.344 I HEREBY CERTIFY THAT THIS PLAT ENTITLED "MINOR SUBDIVISION PREPARED FOR GREEN SPRINGS CAPITAL GROUP, LLC" AND DATED MARCH 15, 2024, WAS PREPARED BY ME, AND WAS MADE FROM AN ACTUAL SURVEY COMPLETED UNDER MY DIRECTION ON SEPTEMBER 14 AND 16, 2022, AND UPDATED ON MARCH 18, 2024. 312212024 JOSEPH G. MALINOWSKI, PLS DATE: NYS LIC. NO. 050314 APPROVAL APPROVED UNDER AUTHORITY OF THE CHAIRMAN OF THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS ER THE 8 VISION REGUL—T ONS,—ARTICLE V. S Jt3 Z CHA _ DATE SIGNED: — SUBMITTAL i REVISIONS OF P wy �Q' ti� 1 V, U r $� �p f"4 5 �PyQ, F77 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering n eeri n a n d g g Land Surveying, P.C.DRAWN 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC SUBDIVISION PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER. WL CHIEF DESIGNER: WL DESIGNED BY: AB BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 CM1 01 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-101-Minor Subdivision.dwg (Layout: C-101 ) data• Fri Anr 9A 9n9A - 19•9d PRA lNama" ahnr7ml CONC.mNNEL "SPRING RUN TRAIL" OVERPASS SOLID WHITE LINE CONC. CURB s------CON� "SPRING RUN TRAIL" STONE T;� GRASS "SPEED LIMIT ORK RIM=274.07 J, C) TRUE NORTH AT THE 74 30 MPH" "END OF ROADW /' /�t utr/n AND /rrE OF MATERIALS NOTED FOR PAVEMENT AND SIDEWALK REMOVAL ARE BASED UPON RECORD INFORMATION FURNISHED . N&Y4 �w��~~-- ��/ -���~--AND/OR PAVEMENT CORES COMPLETED' ACTUAL DEPTHS MAY VARY. as�� D74 __� GUIDE _ \ \ \ LSOLID WHITE LINE G r/7� PAVEMENT EDGE-~ NyT1 MERIDIAN OF WEST LONGITUDE 2' THE REMOVAL OF THESE MATERIALS PLUS ADDITIONAL EXCAVATIONS TOSOLID WHITE LINE � THE REQUIRED_.. ' DEPTH ~._APF ~.,.^....�" rw _w SOLID WHITE LINE Ln MATERIALS. / \ ���D 3L THE AT THEIR OWN MAY RECYCLE ON -SITE MATE RALS \ ' FOR USE ON THE PROJECT IF IT MEETS THE SPECIFICATIONS FOR TMAT , . n._V. EXCELSIOR SPRING AVE. CATCH BASIN 8 �" /zo+ /a'pvo -OUGH m« ~z^zo�/4_P«« SOUTH MATERIAL. THE H|O PRICE SHALL BE BASED UPON THE REMOVAL AND m«u;�z/�»z �.pmDISPOSAL OF THE UNCLASSIFIED EXCAVATION MATERIALS FOR PLACEMENT 77tINV 12" HDPE w �4.6w, 204.79P-9" W&W- OFNEW PAVEMENT AND SIDEWALK SECTIONS, INCLUSIVE OF SUBBASE mnCEMAIN CONC CURB X SOLID WHITE LINE 79�1 MATERIALS. \ �_ LCATCH BASIN * —M-VAL KEY NOTES: \ \ \ � ew-�u��� � .^v'� ���w�~�'v./�.��'�'`^� �^v',.`���^'*'` -=~- � ` ` '�w�� ` u- ' ` ` .. .~ - � _-.--._.__. '_.. _._-'_ -__ _ -_—' � IRON PI FOUND "STOP" ° ,°' �u nc�vvc n*�cumc° ����/*uuun NEW BASELINE pmo� n� REMOVAL OR DISTURBANCE. x^ oxxxxxxxxx=xxx"xxxxxxxx�^xxx REMOVE BUILDING, FOUNDATION, AND ACCESSORY 8TRUCTUR[S; STD REx^x STONE°osn� u,°~",°",",,x_BUILDING FOR REUSE. m^xxxxx,xxxx^^wxxxx �_�— RETAINING *��x,, Ln xxx,,xxxxx"x",xxxx,,xxx,xxx,xxxxxxx,xxxx^xxxx, REMOVE AND DISPOSE OF BUILDING, FOUNDATION, AND ACCE8SORYALL x,x=» « X " : ` x x ^x " , " xx , ` x x x , » x » X n " ^ x x " STRUCTURES'`x"x^x»" ``»vx,"xxxxxxxvvx,xxxu^ x««^ «:«xxnx Xxx"x"xvxxxx"xx= xxxxx,,xxvx,=xxx xxxx ^,xx*xxx xxxx xx ^�x ^, ^x xx x xwxxx ^xxxxxxxx xu xx x" ^"^"x»x»u^x^xx"xx 4 REMOVE AND DISPOSE OFASPHALT AND SUBBASE. 8AWCUTPAVEMENTINxx|""x,«x`x»x""«"«»`« «�X``« X « X » «« v x x»:» xx '» � «"««` STRAIT LINES AT EDGE OFPAVEMENT TO REMAIN. ASSUME G'5°OF�u=zaz�"--^xx,`x,,"xxxx,,xxx,xxxxxx,xxxxx,,xxxx",«^x,«xxx:«x«x^"^x^"x«xx»xxu^ »xxx^x«x = Xx xxx^ '`x"x«�`�xv*x«x^xxx ASPHALT AND g'5"OFSUBBASE MATER|AL/z_*oPsx , x x x x x " v X ^ v x x x xxx _INV. =25z«x "xxx,xxv, xx, x xxx,x,xX^^wxx^^xxxxx^XXXXXx^ XXXX xxx^xxxxX^x», N REMOVE AND DISPOSE OF CONCRETE SIDEWALK AND SUBBASE TO C� K NEAREST JOINT. ASSUME 8° OF REINFORCED CONCRETE AND 8" / SUBBASE MATERIAL. REMOVE AND DISPOSE OF GRAVEL AREA. �\ [� CLEAR AND GRUB AREA. � REMOVE TREE, INCLUDING STUMP. V 9 REMOVE AND DISPOSE OF CONCRETE CURBING TO EXTENTS SHOWN' , REMOVE AND DISPOSE OF CONCRETE STAIRS. % REMOVE AND DISPOSE OF CONCRETE RAMP. ' TZ REMOVE AND DISPOSE OF STONE WALL REMOVE SIGN, POST, AND FOUNDATION, STORE SIGN FOR REUSE. F141 REMOVE PAVEMENT STRIPING. �� REMOVE AND DISPOSE OF FENCING. F1 E REMOVE BIRD BATH. ���� �� REMOVE FOUNDATION REMAINS. 081 REMOVE AND DISPOSE OFUTILITY POLE. � /17 > 20�� REMOVE UTILITY POLE, STORE FOR REUSE �� RBNOVE AND DISPOSE OF OVERHEAD UTILITY LINE. F2 11 REMOVE AND DISPOSE OF ELECTRICAL LINE. REMOVE AND DISPOSE OF ELECTRICAL STRUCTURE. F21 REMOVE AND DISPOSE OF WATER LINE. VABANDON WATER UN[ IN PLACE. REMOVE AND DISPOSE OF WATER STRUCTURE. 18 F7151 REMOVE AND DISPOSE OF SANITARY SEWER UN[' r2_71 DISPOSE AND �P�8E OF SANITARY SEWER STRUCTURE. 0 REMOVE AND DISPOSE OF GAS UN[. LOU/SIANA �NA�B��mTC0� LLC �� ��29ABANDON GAS LINE IN PLACE. �v\ D�77/5 p�3�� - TAX /D /60�0-y-/4 "GRINDER'-- 0 REMOVE AND DISPOSE OF GAS STRUCTURE. v` ARE��2�J4 ACRES uo�zu REMOVE AND DISPOSE OF YARD DRAIN. \ .16 REMOVE AND DISPOSE OF UNIDENTIFIED UNDERGROUND UTILITY LINE. -/ LA REMOVALS LEG � SEPTICPAS ����X X X X X CONTRACT LIMIT LINE `XXXXXX ------------ PAVEMENT SAWCUT, SE[ DETAIL 6/C-500 KEYNOTE xxxxxxxxxx LINEAR OBJECT REMOVAL / / / / / / / / LINEAR OBJECT TO BE ABANDONED ,XXXXXXX XXXXX X X X X X X X X ^ X 3 fff I I T -I T -1 I-T I I I I : : �c X >11 4xKx XX X OBJECT REMOVAL . ss ' BU|LD|NC/ACCESSORY8U|LD|NQ REMOVAL . . STONE '`'L' /- .- ' - - wmu i y 1 ASPHALT AND SUB BAS E REMOVAL 22 ��CONCRETE REMOVAL c GRAVEL REMOVAL ,^` xCONC,,x CLEAR AND GRUB AREA xx *x x " x x v x x x vX ^ � `«»» ' « « « ` "«x cnAss 5 ^x`^xx^4.5'�mucmrx � SUBMITTAL /REVISIONS No. DATE DESCRIPTION _\ N __000 ASPHALT IRON PIPE FOUND _�000 PARKING 7 LOT I STORY WOOD FRAMED BUILDING "WOOD \ K NEAREST JOINT. ASSUME 8° OF REINFORCED CONCRETE AND 8" / SUBBASE MATERIAL. REMOVE AND DISPOSE OF GRAVEL AREA. �\ [� CLEAR AND GRUB AREA. � REMOVE TREE, INCLUDING STUMP. V 9 REMOVE AND DISPOSE OF CONCRETE CURBING TO EXTENTS SHOWN' , REMOVE AND DISPOSE OF CONCRETE STAIRS. % REMOVE AND DISPOSE OF CONCRETE RAMP. ' TZ REMOVE AND DISPOSE OF STONE WALL REMOVE SIGN, POST, AND FOUNDATION, STORE SIGN FOR REUSE. F141 REMOVE PAVEMENT STRIPING. �� REMOVE AND DISPOSE OF FENCING. F1 E REMOVE BIRD BATH. ���� �� REMOVE FOUNDATION REMAINS. 081 REMOVE AND DISPOSE OFUTILITY POLE. � /17 > 20�� REMOVE UTILITY POLE, STORE FOR REUSE �� RBNOVE AND DISPOSE OF OVERHEAD UTILITY LINE. F2 11 REMOVE AND DISPOSE OF ELECTRICAL LINE. REMOVE AND DISPOSE OF ELECTRICAL STRUCTURE. F21 REMOVE AND DISPOSE OF WATER LINE. VABANDON WATER UN[ IN PLACE. REMOVE AND DISPOSE OF WATER STRUCTURE. 18 F7151 REMOVE AND DISPOSE OF SANITARY SEWER UN[' r2_71 DISPOSE AND �P�8E OF SANITARY SEWER STRUCTURE. 0 REMOVE AND DISPOSE OF GAS UN[. LOU/SIANA �NA�B��mTC0� LLC �� ��29ABANDON GAS LINE IN PLACE. �v\ D�77/5 p�3�� - TAX /D /60�0-y-/4 "GRINDER'-- 0 REMOVE AND DISPOSE OF GAS STRUCTURE. v` ARE��2�J4 ACRES uo�zu REMOVE AND DISPOSE OF YARD DRAIN. \ .16 REMOVE AND DISPOSE OF UNIDENTIFIED UNDERGROUND UTILITY LINE. -/ LA REMOVALS LEG � SEPTICPAS ����X X X X X CONTRACT LIMIT LINE `XXXXXX ------------ PAVEMENT SAWCUT, SE[ DETAIL 6/C-500 KEYNOTE xxxxxxxxxx LINEAR OBJECT REMOVAL / / / / / / / / LINEAR OBJECT TO BE ABANDONED ,XXXXXXX XXXXX X X X X X X X X ^ X 3 fff I I T -I T -1 I-T I I I I : : �c X >11 4xKx XX X OBJECT REMOVAL . ss ' BU|LD|NC/ACCESSORY8U|LD|NQ REMOVAL . . STONE '`'L' /- .- ' - - wmu i y 1 ASPHALT AND SUB BAS E REMOVAL 22 ��CONCRETE REMOVAL c GRAVEL REMOVAL ,^` xCONC,,x CLEAR AND GRUB AREA xx *x x " x x v x x x vX ^ � `«»» ' « « « ` "«x cnAss 5 ^x`^xx^4.5'�mucmrx � SUBMITTAL /REVISIONS No. DATE DESCRIPTION _\ N __000 ASPHALT IRON PIPE FOUND _�000 PARKING 7 LOT I STORY WOOD FRAMED BUILDING "WOOD \ OF U 07475 BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: V& DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL File Name: F:\MJ1583\MJ1583.O1182Excelsior Avenum\MU1583.D1_C-11O.dxvo (LaxoutC-11O) THE ALTERATION OFTHIS MATERIAL |NANY WAY, UNLESS DONE UNDER THE DIRECTION <]FACOMPARABLE PROFESSIONAL, U.E.> ARCHITECT FOR ANARCHITECT, ENGINEER FOR ANENGINEER {)R LANDSCAPE ARCHITECT FOR ALANDSCAPE ARCHITECT, |GA VIOLATION OFTHE NEW YORKSTATE EDUCATION LAW AND/OR REGULATIONS AND |8ACLASS 'YY'MISDEMEANOR. Engineering ° ~~� ����U�������rU���� �~���KD Approved under the authority of e 72- adopted 2-7'a 4 - by the I pate) Planning Board of the City of Saratoga Springs. ���������� ������U������ U��U GROUP U �� ��.^�-�-on SPRINGS CAPITAL n��^- ��o^����o x-��� Land Surveying, 1533 Crescent Road - Clifton Park, NY 12065 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK ` I CONC. TUNNEL "SPRING RUN TRAIL" OVERPASS I STONE 'AINING WALL CONC. TUNNEL iG RUN TRAIL" 0 11, T,ct-1E T,11 NGZ BOX BEAM GUIDE RAIL SOLID WHITE SOLID WHITE LINE CONC. CURB CONC. WALK f 4 NM —1 2 BELL PAVEMENT EDGE $ / �CONC. , !E MATCH EXISTING LINE ` LANDSCAPE BENCH, TYP. 'p11ASPHALT PAVEMENT, TYP. sDLID WHITE LINE "' CURB g AND GRADE, TYP, PAVEMENT TRANSITION, TYP. SEE DETAIL 6/C-500 SEE DETAIL 7/C-503 SEE DETAIL 1/C-500 FACILITY SIGN TO BE INSTALLED BY OTHERS, 18" STOP BAR, TYP. FINAL SIGN LOCATION TO BE DETERMINED ACCESSIBLE CURB RAMP TYPE A, EXCELSIOR SPRING AV SEE DETAIL 14/C-500 BY THE OWNERS REPRESENTATIVE TYP. SEE DETAIL 10/C-500 1 — — — — -- — — — — — — — — SOLID wH1T— _ SOLID WHITE LINE _n IRON PIP1 FOUND 71 STONE 1 RETAINING WALL + kvc "SPEED LIMIT 30 MPH" "END OF ROADWORK" - I PAVEMENT EDGE SOLID WHliE LINE ----- CONC. CURB ,— ________— CONC. CURB ° ° ° ° I, 1., D' A A ° II�' P D 6 D ° b D ° .. TOP" �O N 00 ° 41 ' 42 "E. 351 0' A-2 `°°♦ A A-1 -' n ♦ 8 FT SIDE SETBACK 205.02' 146.68' - 8 FT SIDE SETBACK D ° - s D EV CHARGING STATION r" D 4` 5 4 , INSTALLED BY OTHERS A-3 r \ Z 1 e � 4- ° \ c� 4 pF 12 ° V �D D W "St D 0 co , 5 L �1 11 Q �r EV CHARGING STATION Z RE OVSE ` 1 TO BE SUPPLIED AND Nn 1 , RELOCATED HOUSE, P N • 282 60 z ARCHITECTURAL INSTALLED BY OTHERS N REFER D F� TECTURALAL BICYCLE RACK STORAGE n , U-) PLANS AREA, SEE DETAIL(S) 9/C-500 AND 10/C-503 ,co i 1 BENCHMARK 2: ° D MV�D-G 1 o CONCRETE WHEEL STOP, TYP. B DOCK SPIKE IN O� SEE DETAIL 20/C-500 UTILITY POLE 3-1 1 c� �AM11, ,4'.9D ELEV.=275.84 0 p O O ° 1� R 5 9 UN f D` it N U 4 " s7 2 D N , 4 CAST -IN -PLACE O rn L CONCRETE CURB, TYP. , O2 D M SEE DETAIL 8/C-500 ° 1„ ,,1�, N' 1 , ACCESSIBLE RAMP ' ` Z ` 1 WITH HAND RAIL, TYP. StORM � i t11 1 PARKING STALL STRIPING, WAR RELOCATED BARN, REFER B 1 �► TYP. SEE DETAIL 16/C-500 SIN TO ARCHITECTURAL PLANS 0 `� SSOR0w N R BA , D R� BA r 28 1 � Bp,S , FFE• 1 ° COLLAPSIBLE BOLLARD, TYP. D rt SEE DETAIL 13/C-500 J BICYCLE RACK STORAGE p 'CD AREA, SEE DETAIL(S) 9/C-500 y 12" ° o ° AND 10/C-503 , D 2 p,CK 4 ® , b 1 38� _ a FUTURE TRAIL EXTENSION, L O 8 F� APPLICANT WILL CONSTRUCT , D LoUi S M CB �• UPON CITY REQUEST. �.1 ` .P BOX BEAM GUIDERAIL — — 1 1 1 1 1-B 1 1 � � VINYL FENCE ENCLOSED DUMPSTER GRASS PAVER AREA, SEE DETAIL \ PAD WITH BOLLARDS, TYP.. FLUSH CAST -IN -PLACE 5/C-500; CONTRACTOR TO SEED SEE DETAIL(S) 18, 19/C-500 CONCRETE CURB BETWEEN PAVER MATERIAL, REFER CONCRETE STARS TO SHEET C-170 FOR SEED MIX , WITH HAND RAIL, TYP. BICYCLE RACK STORAGE D ACCESSIBLE CURB RAMP TYPE B, AREA, SEE DETAIL(S) 9/C-500 D° \ LANDS NIF CITY OF SARATOGA SPRINGS D.1742 P. 9 TAX ID 166.0-1-18 \ \ 0 �o b OD RAILING ` \ \ \ WOOD ooinrc Cg TYP. SEE DETAIL 11 /C-500 ` , , AND, 10/C-503 ° o GRASS TRUE NORTH AT THE 74°30' MATERIAL PLAN NOTES: i. PROVIDE TOPSOIL, SEED, AND MULCH IN AREAS WHERE EXISTING LAWN IS r� O® DISTURBED OR NEW LAWN CREATED. NM4 s. RELOCATED SIGNS/SIGN FACES SHALL BE INSTALLED WITH NEW D NYT1 MERIDIAN OF WEST LONGITUDE HARDWARE, SEE DETAIL 15/C-500. 0 U MATERIAL PLAN NOTES: D° �B-6 ACCESSIBLE PARKING CONCRETE SIDEWALK, TYP. D 9 UNIT MNG D , SHELTERED PARKING oil STRIPING, TYP. SEE DETAIL(S) 2, 7/C-500 A AMtLY D 5 g0 AREA TO BE INSTALLED SEE DETAIL 16/C-500 �, `� FE.2� D BY OTHERS, TYP. ` D ��'"' , �A i 1 SINGLE POST SIGN, TYP. ° ° D ° MAIL KIOSK AREA, SEE DETAIL 15/C-500 SEE DETAIL(S) 8, 9/C-503 `z ° SIDEN r. BICYCLE RACK STORAGE ° °° \�1 AREA, SEE DETAIL`N. INN S) 9/C-500 +�\I, D D r,f^'RIOT AND 10/C-503 - 2 3 7 8-13 1\ 1 D D b ® AD 5-B 9VYDN SG 1 1 F pM�E.275.50 1 ° 7-13 ' 1 11\ \ T �, \ IRO! E FfOJUhC�� E� �� �f �f SPRING RUN / .0000 / / / 00000 / / i UN,.f C, pME.27610 00-00 B / � / / "ONE DO NOT EN / f / / METALLIC PING c,/� LS/YNC LOCATION /4 . I / IOHW F- IONS � ipNW 9 UNIT MULTI -FAMILY DWELLING, TYP. �, NM41.5-A REFER TO ARCHITECTURAL PLANS ASPHALT PARKING LOT ROAD 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE LOUGNBERRY SOUTH SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. 2. CONTRACTOR'S SURVEYOR SHALL CONFIRM PROPER GRADE OF SUBBASE PLACEMENT PRIOR TO BINDER COURSE. SUBBASE MATERIAL PREPARED AND CONFIRMED FOR PAVING SHALL BE PAVED WITHIN THREE DAYS OF PREPARATION. 3. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE MOST RECENT EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. CONSTRUCTION SHALL BE AS SET FORTH IN THOSE SPECIFICATIONS OR AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 4. FOR ASPHALT CONCRETE MIXTURES, PLACE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE BY HAND. Z 5. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN a SUCCESSIVE DAYS WORK. 6. APPLY TACK COAT PER MANUFACTURER'S RECOMMENDATION OR AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 7. AFTER COMPLETION OF PAVING AND SURFACE OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, AND STONE GRASS MATERIALS. MATERIAL PLAN LEGEND: — — CONTRACT LIMIT LINE \ — — — — — — — SAWCUT PAVEMENT, SEE DETAIL 6/C-500 SETBACK LINE \ VINYL FENCE, SEE DETAIL 18/C-500 NG" • TREE LINE GRASS FULL -DEPTH ASPHALT PAVEMENT, SEE DETAIL 1 /C-500 36 a CONCRETE PAVEMENT, SEE DETAIL 2/C-500 PAVER AREA, SEE DETAIL 5/C-500 GEO-WEB AREA CJ TRAFFIC FLOW ARROW 0 12„ , J-® SINGLE POST SIGN, SEE DETAIL 15/C-500 \ (D ADA SYMBOL, ACTIVE, SEE DETAIL 16/C-500 o WHEEL STOP, SEE DETAIL 20/C-500 • COLLAPSIBLE BOLLARD, SEE DETAIL 13/C-500 2 EV CHARGING STATION NS VETeRY D� ° l\ l Z ' "NO OUTLET" C C 0 C: �INM41. NYT13 -5 \ \ \ \ \ \ 20 10, 0 20' SIGN SCHEDULE SIGN NO. DESGNATION & COLOR SIGN FACE SIZE/ PAYMENT COLOR MOUNTING AREA 1 R1-1, HIGH VISIBILITY STOP 30" x 30" WHITE/ SEE DETAIL SHEETING 6.25 SF RED 15/C-500 2 R7-1 P NG 12" x 18" WHITE/ SEE DETAIL TH 1.50 SF RED 15/C-500 3 R7-8 PAP9NG ® 12" x 18" 1.50 SF WHITE/ BLUE SEE DETAIL 15/C-500 4 R7-8p vnw 18" x 9" WHITE/ SEE DETAIL 1.13 SF BLUE 15/C-500 EV CHARGING SIGN 12" x 18" SEE DETAIL 5 TO BE SUPPLIED BY - 1.50 SF _ 15/C-500 OTHERS Approved under the authority of a r olu ion adopted z S L by the (d e) SUBMITTAL / REVISIONS �OF NEW �Q� tip' Pq � w r UQ' -. ti w$ 002475Pv FESSI� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC MATERIAL PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL ngs. SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=120 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-120.dwg (Layout: C-120 ) flats• Fri Anr 9R gngA - 19-9A pIU /Names- nhnr7n) I CONC. TUNNEL "SPRING RUN TRAIL" OVERPASS CONC. TUNNEL "SPRING RUN TRAIL" UNDERPASS STONE ''AINING WALL / Q a 1E, r,U -IE 7 c1 NG2 - - - - - - - - - - - - - - - � "SPEED LIMIT Awl 30 MPH" "END OF ROADWORK" -} Box BEAM GUIDE RAIL SOLID WHITE LINE SOLID WHITE LINE CONC. CURB CONC. WALK IRON PIPC FOUND u •, BOX BEAM GUIDERAIL STONE RETAINING WALL 1 1� �1 1 G c 1 z 1 a x LANDS N/F CITY OF SARATOGA SPRINGS D.1742 P. 9 TAX ID 166.0-1-18 1 `OD RAILING 1 PAVEMENT EDGE W NM3-112 BELL PAVEMENT EDGE ovum rrnuc urv� -AT/ A I IN. SOLID WHITE LINE a E 688 908.8 P ,s. E:688 908.1 E: 688,908.04 E:688,908.77 :1,551,526. 0 N:1, 51,587.06 CELSIOR SPRING AVE. :688 910.07 E: 888,908.13 E: 688,908.04 -_SOLID WHIT ► - ;,4'.,}- - - - - - - - - --__-.CONC. CURB I/ -�h - - - - �s= -, SOLID WHITE LINE :1,551,658.2 couc. CURB 1, 3 .08-� 10' 18.6' 10' :688,912.73 E•688,912.03 a pD I�J� n D D D III D I'II D D D D D ° TQP" Q a ° D N 51,601.84 v! v: :1, 1, 157 . J- ® E•688,924.31 p ° E 688916.1 A-2 NOT41 4?_„E 35 0 A-1 - 205.02' 146.68' 8 FT SIDE SETBACK 8 FT SIDE SETBACK i E: 688,940. D v: �B-4 E 688,951.6 A-3 fj m E:688,949.40 ° C3� D D IN: 1,55.57.99 O� - D E: 688 943.87 Q . . E: 688.959.0 � • 688 954.56 -A E: 688 953.1 (3 : © -7 E: 688,950.3 D D : 688 960.53 5 , 1 1.00p�O \ Ctl 4 RE ° 1. : . N fj?1 , � 2 E:688.963.37 HO�sEgO E:688 963.37 E:688.941.0 f�j J:28' c) 8-3 -P v BENCHMARK 2: AllDOCK SPIKE ` + UN�t MV �1NG TILITY PO E! 3-1 , (D 5 FPM�LY G A'9G ELEV=275.64 0 FEE:2� N. , 4 0 -A gyp. 18 18 33 5 1 ! 1i,1 r ' WA• M ER N BA$1N , 25 OCA1sO `03 6-B STOBASN R 1 RE BARp.60 :1, 1, K N: ,551,549.77 , E:689 064.5 CP.'' :689 068.76 20 -_a S o D :1,5.0 6 . 1 E:689,067.3 -2 12+ ` • QT1 N � IN: 1,551.720 •68965.69 .1�g o D ° 1 2+ 2 0. 1 S 1DE SEA Pi ,.0� i w o 1 e : s89,o73.2s „W � 48• �. � � i 4 ` •� vl 689073. 0000, / N� .� i PC 1. 689.082.04 �' :1,5 .14 1, L DS N/F E:689 066.7 ` D Cg 8 / :689 099.44 LOUI A M 0. LLC. 1, 1, D.1 5 P.361 51,565. RV D :1,551,668.1 R� ,�� �• '� E:689,073.20 N:1. 51, 7.04 1 `TD 6. 0-1-14 689.074.48 E: 689,080.1 , 0 Q- E: 689,098.57 :1,551, 2 . � � :689,084.79 tl A 1, 1, 1. : , :689.080.97 :1, 1.6 RS. 689,077.54 E.689,090. ,, 06. N:1,551,670.9 4j E:689,093.98 N 1 D E: 689.093.92 E. 689.092.82 Q` N• 1,551.676.94 ° V E:669,096.61 wa p •D D E:689105.4 E 66 .109.87 N 11782.2 D4 1 :689108.56 ! rE:669118.1 D ° xn GRASS TRUE NORTH AT THE 74'30' LAYOUT NOTES: 7 \` 1. PROVIDE ALL FIELD LAYOUT, TAKE TIES TO ALL UTILITY CONNECTIONS, AND rr idk PROVIDE MARKED -UP AS BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO NM4 CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT 074 NYT1 MERIDIAN OF WEST LONGITUDE PLANS SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE. PROVIDE ANY CORRECTION OR ADDITIONS TO THE SATISFACTION OF THE OWNER'S CONc. ° �,`'°° p REPRESENTATIVE BEFORE UTILITIES WILL BE ACCEPTED. CURB 0e ' c RY ROAD LAYOUT LEGEND: LOUGH = w � CONTRACT LIMIT LINE SOUTH - - - - - - PAVEMENT SAWCUT, SEE DETAIL 6/C-500 :228,748.64 POINT COORDINATE -1,181.035.96 w NG Z UtA% 1, 66 a 0 D \ FAM�E.275.50 :689,112.14 D 5' b °D D :1,551, 9 0 D 2 h :689,142.98 �D ` \ •5' ° ° Q �, �e N SiDEN INN ' TT 1' :689146.77 Yp ® - :689,159.45 25 8-B a. :1 551 0 p , ° 32•� , 9 UN11 MU`uNG ` :689.147.79 p ' �WEL A 5-8 9 vNY D;iit�% NG 1 F AMFEE, 275 50 D D 7-8 ° D D ; / /S1 0 / / \ A / / i 70 / 1 SEA/ / �, 1 Pr 0 1 5 F1/ �i _�000 �i WOOD 001n `C SPRING RUN / FAMFEE:2�6'10 / B DO NO / METALLIC PING t/E / NCE LOCATION /& C/t3 IOyW k_ lOyW�`' NM41.5-A ASPHALT PARKING LOT � w n \\ r i � VET�PY c o "NO OUTLET" Y" X Z i\ D ®o _10HW Q , NM41, \ r \ 20 10, 0 20' Approved under the authority of a re lut' n adopted 2 $ l by the (daft Planninq Board of the City of Saratoga Springs. C irman 5 L3 t (d to signid) SUBMITTAL / REVISIONS OF NEWy A"D • P`4 o, ti l x4" U = r ` ,m- C7 4) �0U747'.) FESSI� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS ArLAYOUT VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering n eeri n a n d g g Land Surveying, P.C.DRAWN 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 CA 30 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1 583.01_C-1 30.dwg (Layout: C-130 ) flats• Fri Anr 7F, gngA - 17.9c; PM (Names- Ahnr7a) IE,T,,I-----�1E T,C1 NG2 1E r,r! — — — — CONC. TUNNEL BOX BEAM GUIDE RAIL "SPRING RUN TRAIL" OVERPASS SOLID WHITE LINE SOLID CONC. CURB STONE rAINING WALL ■:��■ice ■ LANDS N/F CITY OF SARATOGA SPRINGS D.1742 P. 9 TAX ID 166.0-1-18 \ OD RAILING i' e8 "SPEED LIMIT 30 MPH" "END OF ROADWORK" PAVEMENT EDGE NM —112 BELL PAVEMENT EDGE A Ti d_IVTIt' 7 \! Cl� GRASS TRUE NORTH AT THE 74°30' TURNING MOVEMENT LEGEND: CONTRACT LIMIT LINE r� 0 — — — — — — PAVEMENT SAWCUT, SEE DETAIL 6/C-500 NM4 ••s••e •ae• NYT1 MERIDIAN OF WEST LONGITUDE TURNING MOVEMENT VEHICLE: SOLID WHITE LINE CONC' ° 4 SMEAL PLATFORM RM 100FT CURB -' UGHBERRY ROAp LO SOUTH '�. 49 a I. �r—q _ m T. d OF I MEM n ` ® o 'n x� ` o > —7 r^ n 8 z_ d f) "STATE D n ivr LA W" x 1 i \ GRASS o 3 NO 87 PARKING" R 50 w cn L N p 1 = GRASS ANM F 36 NY Z `yam 0 12„ \ ° ct 2 n • U� 12" ®n 0 \ _ I r 18„ �p w 0-00 0000, ` m GRASS 0. -- ' --1 �� W �y i us P11 70 YTi 36 M4 Oc r' \ > m 0 4 A \ D I D D N SIC N INN I D D `7 D ° o ° n _B f / "NO OUTLET" NS VET�RY 12,92 20.00 If OHw � s�Uc \ / 14 f 362' IoH�I. \ ,OHWf Approved under the authority of a re olu on opted NM41.5—A -zi by the tda ) Plannin o rd of thisCity of S ratoga Springs. ASPHALT \�kt_ PARKING airman LOT C �Z 3 /�,� 20 SPRING RUN / SUBMITTAL / REVISIONS wOF NE�,j, ��� tip' P9 � � r ��' R : t • r - ti fx E oa � 07475'\. v�' �OFESS-1 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OTECTCOMPARABLE ARCHITECT FOR AN ARC ENG NEER OR ANSENGNNEE(R OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d C . Land Surveying, P P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TURNING MOVEMENT PLAN FIRE TRUCK 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=1 31 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01—C-130.dwg - (Layout: C-131 ) flats- Fri Anr 9A gn9A - 19-9S PM (Names• Ahnr7nl IE T, I CONC. TUNNEL SPRING RUN TRAIL" OVERPASS IE,T,C r,rlVE "SPEED LIMIT CAMCH74.07 9 30 MPH" "END OF ROADWORK" INV.(A)=271.16, 12" HDPE INV.(B)=271.27, 12" HDPE BOX BEAM GUIDE RAIL SOLID WHITE LINE SOLID WHITE LINE CONC. CURB 9 CONC. CONC. TdJNNEL "SPRING RUN TRAIL" UNDERPASS STONE AI KING WALL �- 15 a_1 I a ti z� �e UN z G) c z o -�f `f n GRASS TRUE NORTH AT THE 74°301 UTILITY NOTES: 5 1. STORM SEWER STRUCTURES AND PIPING WITHIN THE CONTRACT LIMIT LINE It 0 TO BE COMPLETELY FLUSHED OF SEDIMENT THAT HAS ACCUMULATED FROM G NM4 CONSTRUCTION AND REMOVED FROM THE SITE PRIOR TO SUBSTANTIAL COMPLETION AND AT A TIME DETERMINED BY THE OWNER'S G G PAVEMENT EDGE ° -'' NYT1 G MERIDIAN OF WEST LONGITUDE REPRESENTATIVE IN ACCORDANCE WITH NYSDEC REGULATIONS. G G - ° •�� SOLID WHITE LINE PAVEMENT EDGE CONC. O 'o ° SOLID WHITE LINE ^� CURB .0 U 2. INSTALLED STORM SEWER PIPING TO BE CCTV INSPECTED PRIOR TO BEING C)� w w�-- w w w w w w w w_---�--- w DEEMED FUNCTIONALLY COMPLETE AND. READY FOR USE. UTILITY POLE "NG3" TO BE REMOVED w w w w® u' w SAN MN 5 ROAD AND RELOCATED BY SERVICE DRAINAGE PIPE TO EXISTING STRUCTURE TO ' RIM=281.02 RRY RELECTRICAL PROVIDER EXCELSIOR SPRING AVE. " CATCH BASIN 8 REMAIN. EM DRAINAGE PPE DURING CONSTRUCTION INV.(B)=272.63, is" PVC SOUTH 3 ONLY REFER CONDUIT MEP PLANS FOR DESIGN INFORMATION.CHEMATIC PURPOSES VC CATCH BASIN 10 RfM=273.66 INV.(C)=272.97, 12" PVC �W �6')+9,4_--� INV.(D)=275.46, 2" CIP, FORCEMAIN UTILITY LEGEND: INV.=264.40, 12" HDPE SOLID WHIT INV (B)=272 6, 8" HDPE � -- - SOLID WHITE LINE ^^ CONTRACT LIMIT LINE T G G CON# CURB v 55 CATCH BASIN 4 RIM=280.34 _ _ PAVEMENT SAWCUT, SEE DETAIL 6/ C-500 0.- - - - Lei ° ° WA I � I � I I P t (I I � Itvv.=278.47, 6" PVC 8T STORM SEWER PIPE, SEE DETAIL 1 /C-501 JJ IRON Pr FOUND U. STORM SEWER UNDERDRAIN LINE, SEE DETAIL 1/C-501 STORM SEWER LATERAL, SEE DETAIL 1/C-501 ~� \ GBOX UIDERAI� OS#2 (48") N00" 41 ' 42 "E 351 0 3 A-2 A-1 v oer �� -� SANITARY SEWER LINE, SEE DETAIL 1/C-501 STONE RETAINING/ \ - - - - - - - RIM:270.50 - - � - -�� ! - \7ie- `� � � � / _ w WATER LINE SEE DETAIL 1 C 501 INV IN:268.00 (OS#1) 205°02 146. f CONNECT PROPOSED FORCE MAIN WALL � 0S#1 (48 ) INV IN:266.50 (UNDER DRAIN) 3 ° TO EXISTING LINE. CONTRACTOR TO GRAVEL DIAPHRAGM, SEE DETAIL 5/C-502 RIM:272.50 INV OUT. 266.50 (MH#1) , INV IN: 268.50 (UNDER DRAIN) ' p PERFORM TEST PIT TO VERIFY SIZE, LOCATION, AND DEPTH. ® CATCH BASIN, SEE DETAIL 3/C-502 INV OUT:268.50 (OS#2) A-3 r,. _ i `` m \ MH#1 (60") STORM MANHOLE, \ F I ° �v ` �° 0 0 STORM SEWER MANHOLE, SEE DETAIL 1 /C-502 RIM: 273.60 OUTLET STRUCTURE, TYP. w o `� �°�, 'h\ n ® PVC AREA DRAIN, SEE DETAIL 2/C-502 SEE DETAIL 1/C-502 SS SEE DETAIL 10/C-502 A-4 \ STORM SEWER CLEANOUT, SEE DETAIL 6/C-502 INV IN:266.25 (OS#2) 576 INV IN: 270.50 (BLD) F " pPE 1 ° �� W " L PIPE CROSSING x FLARED END SECTION, SEE DETAIL 13/C-504 -INV OUT.266.25 (SYS#1) ST 33� $ N i NJ WATER INV.275.60f / BIORETENTION POND#2, , �° Ln SEWER INV.273.30f OUTLET STRUCTURE, SEE DETAIL 10/C-502 40LF 6" PVC O 0.5% SEE DETAIL 2/C-503 P 4O 0% '� g"NppE ; ; ° INV: 273.27f Q WATER QUALITY UNIT, SEE DETAIL 12/C-502 " 0 1 rA 50 D - \ \ SANITARY SEWER CLEANOUT, SEE DETAIL 6/C-501 120LF 6 PVC BIORETENTION POND#1, o \ \ 1 O 1.0% , \ SEE DETAIL 1/C-503 RE��UgE \ _ , GRASS © FORCE MAIN CURB STOP, SEE DETAIL 8/C-501 INV: 270.90 ° \ H 282 6D ® SANITARY SEWER GRINDER PUMP, SEE DETAIL 11 /C-501 \ INV: 272.10 F�� INV: rv', R26 SEWER SERVICE ft� , GRAVEL DIAPHRAGM, TYP. A 274.00f "PVC SD TYP. 22-1/2' SANITARY SEWER BEND SUBSURFACE • SEE DETAIL 5/C-502 7g� 6 ®1° \ ` CONNECTION, STORMWASUR SYSTEM, �A(ERA m SEE DETAIL 12/C-501 ! 45' SANITARY SEWER BEND 3, SANITARY SEWER WYE 1 SEE DETAIL(S) 4, 5. , 35.3 I�I'�cV � �S � � GATE VALVE, TYP. D � � 6/C-503 ; It SEE DETAIL 2/C-501 D ` \ PIPE CROSSING AIR RELEASE VALVE CHMARK 2.. \ ° WATER INV.275.50f \ a0 SPIKE IN ` \ SEWER INV.273.55t B WATER GATE VALVE, SEE DETAIL 2/C-501 �� NG U TY POLE 3-1 \ G �N �U E .=275.64 87• INV: 273.48t 45' WATER BEND 9 P AME: 2� 4.90 1 R 50 L �� izF WATER BEND TEE t° w , GRASS ° • , o , INV: N �, 36 Y BLOW OFF HYDRANT, SEE DETAIL 13/C-501 INV.272.40 , o , , 1�` 274.00f 6 \ )' 150LF 6" PVC , 1 ,i \ v_ ; 1,11�� ' 6" A` O 1.0% ,° WATER SERVICE CONNECTION, \ ; -o p TER FORCE MAIN CURB STOP, TAPPING SLEEVE AND VALVE 1 fa INV: 270.40 ,1 , STORM n 6"x6"xV ANCHOR / 'i AIR / TEE AND THRUST 9 SEE DETAIL 8/C-501 Q BLOW OFF HYDRANT � w N TYP. SEE DETAIL 5 C-501 WITH ANCHOR TEE 1 ' t ► BA$1N N BLOCK CA(EO AND GATE VALVE, oRMWpiER `� N MRE BARN 60 Q � CONTRACTOR TO PERFORM TEST PIT II' I SEE DETAIL 13/C-501 �, SS SAN BA 1 �� � 2gp• � t ` �, � � �► SS » p1P C1.A fj S FES#1 c ° C3� 12" o M INV OUT.270.15/ o �� n MH#2 (60") , 1 oDc M .00 p1P C�-p`SS RIM:274.25 ��� �� .�� LA 6 i INV IN:264.75 (SYS#1) ` \ °-.A D INV OUT. 264.75 (MH#3) w ° �® Co FLARED END -SECTION \ a` 1 � » SEE DETAIL 13 C-504 0 6 x6 x6 ANCHOR / � � DPE 0 0.5% TEE AND THRUST Co, i LOUI BLOCK _ r 12 N o 4 � INv:2ss.so o },�'1 �o sr 1 a YD#2 � .. ;°'• fj RIM:274.45 INV IN: 271.65 (YD#1) Wr ` . o ® b A CB#1 (30") \ 1 ` INV: 269.82 \; n �' O 0.5y6 RIM: 274.10 , INV OUT: 271.65 (CB#1)- \ -A- " pE INV IN:271.30 (YD#2) " O 14OLF 6" PVC O 1.0% ° N' 0.5%- ggtF 15 Np INV IN:271.80 (BLD) GM o M 1 "F1 INV OUT.271.05 (WQU#1) 1 ° o` E.00 INV: 272.90 0 ' 5 " PVC 40� 12 DP , a4 W O N 0%�. 5t WQU# ( 1 60») 45LF 6" PVC O 1.0% ° �^ RIM: 274.00 " 130LI' 6 PVC '� Eg WATER QUALITY UNIT, , INV IN:270.55 (CB#1) , O 1.0% ° cv SEE DETAIL 12/C-502 , INV IN: 270.30 (CB#2) 9 \31*1 MIXING INV:271.50 " FM INV: � � INV IN: 271.50 (BLD) \ N 0111 D 50 �o CB#2 (30) 1 INV OUT:270.30 (FES#1) ..,• S CATCH BASIN, TYP. RIM:373.30 140LF 6 PVC 00 ° 11 --SEE DETAIL 3/C-501 INV IN: 371.00 (BLD) ° c� • , 1.0% INV OUT: 370.50WQU 1 ( #) 45LI" 6 PVC M � � �• ,t . YD \ ® INV. 272.80 � ; O 1.0% o A1N -PORE "RES1aEN3E INN CE 1 130LF 6" PVC � �� t 2" HDpE ER 6 SERNM � � ,� , »1x6 "xs " ANCHOR D ° o RIM: 274.80 O 1.0% S 52 o INV OUT.272.00 (YD#2) �, pp CAS M � � � , � TEE AND THRUST �- ° 1 MUL YARD DRAIN, TYP. M ° ' BLOCK 9 UK, 0NG OWE , SEE DETAIL 2/C-502 _\ MH#3 (60" � � ) 0-D , , p :o , PA M PEE;2�6 / RIM: 273.50 INV IN: 264.00 (MH#2) INV OUT: 264.00 (FES#2) r': /� � .� � • INV* 271.95 9 N N p , o `D o INV: 273.55 \ 1 p �► p �� VxVxV ANCHOR a \ 6 P ° J D ,�/' , » TEE AND THRUST \ �, n� ° INV: 273.65 ® D 175LF 6 PVC BLOCK g N 1 0 D 0 0.6% _ D INV.271.50 i ?/�� 6• `' G , ` 9 UNIt MWENG i P4N �tNK FENCE 0VSS PPM�E:2 5'50 , `� W cw \ 0* ;?6 'Q 10OLF 6" PVC ® 1.0% INV:271.00 �. SS W f i COORDINA \ E-ONE W-SERIES INV.272.95 J FOR UTILI' QUAD GRINDER PUMP, D Q TO BUILD[ OR APPROVED EQUAL ; INV.273.00 M INV.270.92 GP#1 , SS 0 SANITARY SEWER CLEANOUT, - G -- RIM: 275.25 A 51 � TYP. SEE DETAIL 6/C-501 INV IN: 268 401 INV IN:269.50 �` `' �� SS G G _- �10 1( TRANSFORMER PAD, TYP. \\ INV OUT:270.10 " pvC SpR26� FINAL LOCATION(S) TO BE -1oHW 2p01F 6 L O 1.O% DETERMINED BY OWNER'S LANDS N/F REPRESENTATIVE AND CITY OF SARATOGA SPRINGS FES#2 SERVIIC�E D.1742 P.9 INV OUT-263.65 ��- T PROVIDERNM41.5-A TAX ID 166.0-1-18 DOWNSPOUT AND SPLASH AREA, TYP. 1 0 \ ' SEE DETAIL(S) 8, 9, 13/C-502 1 ASPHALT 1 --00 PARKING q IRON PIPE FOUND LOT Oa RAILING �_ - �� 1 __f /f WOOD \ ODMn r SPRING RUN 1, 6- INV.=262.68 - 12" HDPE - IN =253.68 12" HDPE TO VERIFY SIZE, LOCATION, AND DEPTH OF EXISTING WATER MAIN. PIPE CROSSING WATER INV.275.10t SEWER INV:273.60t O Cl) A 18 q mGRASS 1 WATER SERVICE CONNECTION, TAPPING SLEEVE AND VALVE Un TYP. SEE DETAIL 5/C-501 \ CONTRACTOR TO PERFORM TEST PIT �y TO VERIFY SIZE, LOCATION, AND DEPTH OF EXISTING WATER MAIN. °P" GATE VALVE AT PROPERTY LINE, TYP. 70 Yr136 SEE DETAIL 2/C-501 �M4 Y r � D ° 1 n �s "ONE I 'DO NOT EN METALLIC PING LOCATION in ST CATCH BASIN 2 RIM=279.91 INV.(A)=276.05, 24" RCP INV (B)=276.29, 24" RCP VET�oYN to C C Ln $� z r. 9/ ® CA TC1 L RIM INV. (< INV. (E - SAN MH 3 RIM=279.98 INV(A)=274.08, 12" PVt INV.(B)=274.16, 12" PVC INV.(C)=275.53, 6" PVC, 20 10, 0 20' Approved under the authority of a r olut'on dopted 5 L by the (da .) Plannin o r of the atoga Springs. Chairman 5 Z-4 Z SUBMITTAL / REVISIONS OF NEW p p ��Q'ti' `4 1 r xQ' U i '� ` O fNCEl5o0. 074751 �OFESSIO�P THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, r . 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC UTILITY PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=140 File Name: FAMJ1 583\MJ1 583.01 182 Excelsior Avenue\MJ1583.01-C-140.dwg (Layout: C-140 ) nmw Fri Anr 9F gngA - 19-9,r; PM (Nama• nhnr7P) 1E, T, I GONG. TUNNEL "SPRING RUN TRAIL" OVERPASS GONG. TUNNEL 4SPRING RUN TRAIL" STONE GAINING WALL 1 15 ti z� Q a �NG2 +p,0 - - *0 4 -p v --°_�-+pp_°*o"'+po.Uoa i oo � RASS *po TRUE NORTH AT THE 74*30'IETtI Er,+ p o ,_ - UTILITY NOTES: + �� U • ° CATCN BASIN 9 * 0 + ° 0 + p ° + ° * PEEDQ�T *0 • ° *(� O RIM=2V,QY +p 0 . + 0 p , 0 0 5 +p . ° * 0 + p + p ° + 0 •o MPH" *p .0 *�n,0 of RbADwoRK" +p mNv.(a)=271.1s, 12" HDPE + p * o • (✓ p , 0 rr ® * p 0 • 1. ELECTRICAL CONDUIT SHOWN FOR SCHEMATIC PURPOSES ONLY. REFER TO + p' p, 0 p p +p , p + p p• 0, 0 G 0 p 0• /j MEP PLANS FOR DESIGN INFORMATION. INV.(B)=271.27, 12" HDPE +p • p + +p • p 0 . +p • 0 a N. 4- ® ° + * o • ° + • ° G M� LIGHTING NOTES: + ) 9 PA�fANT EDGE ° ✓ �74 + p p p +o o G G G G *p.o + p + ° t1�E�IDIAN OF WEST LONGITUDE p 0 B X BEAM GUIDE RAIL +p ----+- G G • a PAVEMENT EDGE *p , O ° N YTJ * ' ° + • ° ® + o + * z WHITELINE +0.0 *p .O * 0 LID + 17E LINE + *0 • ° +p rn u) *p 0 C ° ° o * 0 ° ' ° ° 1. FIXTURE MOUNTING HEIGHT: SOLID WHITE 101T6 n + 0 W W W- - {0 W W- 6- B---W W W W ° . + p 0 p j "* 0 * , 0 + p + + 0 • *p , 0 0 p + - - + f�--- w w� ---�W w ; *c . 0 w w + 0 • 1.1. 15 AFG 0 2 POLE + 3.0 BASE) * p + o• + p.o p,o +p p + p p o• + 0.1 + p,o p p rbMx 5 + Rd�pAO 0 0• o p. o + + o o• p .1 0 + p +i°r�=281.02 g�R + . ° * p ° ' ° ° 0 • ° * 1 �, p ° ' 0 • p • 0 * G� 2. POLE SCHEDULE: + + p • 0 • p 0 . p * 0 p ' � p • p , p + INV.(A)=272.63. 1&" Pj(C 0 OL®U OUTH + � w o •° p * 0 + 0 EXCELSIOR SPRING VE.'0.1 CATCH BASIN 8+ 1 p + 0 • INV.(8)=272.j3, 8" P1e • S p .0 2.1. (7) LP14C121_ 0 (12 X 4 X 11GA STEEL SQUARE POLE, SINGLE) * 0 CATCH BASIN aD + p ° ' �r�. + ° ' + ° 0 . ° * + RIM= 3. s ° ' + ° ' p ° IN (C =272.92vr �2' PVC * 0 +p ' ° U • ° ' O + 1 e n SOLID 1 +� - O • NV (8)=27206. 8" HDPE +0� • p p IN1Q1(D 275.46, 2" CIP, FORCEMAI + O 0 • _ _ 0 _ _ _ 0 • _ + y ° 3. PROPOSED POLES MEET 140 MPH SUSTAINED WINDS. ° + rdM7=2s.4o, 12" xDPe + - ! 7s,•8' ws��- ��� - 0 0 �, + *p Ln SOLID WHITE LINE + 0 ' 0 • ° * * ° ' O ' ° • 2 * , O SOLID WHITE LINE p G +p . • 0 +p , 0 , y - +O CONC. cu ° t ° G + G *p 1 1 + O G G * G coN cuRe p , +p 6 ° ' �S +p p ° RCA Tc 8 tN 4 0 • ° CURE -U 4. ADDITIONAL EQUIPMENT: + + +p 1 +p 2 + 1 p + 2 0.2 + +p �� +p p +p pRIM=o.a 4.1. (7) - LPI4ABT-0 (ANCHOR BOLTS & TEMPLATE FOR 4w POLES: 0 • 0 c p p +p . INV.=278.47, 8" PVC + 0 0.75" ANCHOR BOLTS, 8.5" BOLT CIRCLE (8-9" RANGE)) CONC. �NALK + IRBN PI FOUND + . 0 ° ' * ° ' 1 + +° ' 3 I (III +O 2 *Q , 1 r + /sJ + O • + 0 • TOP" +p J O ° p + , p ° ' - + + p p 1 1 I 0• I I 1 p p "o� + + 0 4.2. (7) OSQ-ML-B-DA-_ (DIRECT ARM MOUNT) o p.� 0 •3 + p �1•0 � *p.1 � + + $ +p•9 °' + p + �•' � + + + +o •0 BOX BEAM + ° ° ,= 0.3 -t-+ �* 21 � n ° °° 5 - + p ° 0.0 �, p p UTILITY LEGEND: + MAI ° , * cci�>;IOaIL ° + 1 ° 2 +1 p 1 ' ° , 8 -+p 6 N OO ° 4 42+ E � -O- +3 2 ' - +p 1 ° ' A-1 + + 0 • ° + °p *p ° * *p , 0 - - ° ' - - - - - - s - - 0 0 . O CONTRACT LIMIT LINE RETAINING + - + �6 • *3 ,0 + 5 + + _ * +p , +p p ° WALL + 0 + p p . 0 + +2 5 +p 9 *2.9 1 * 1 0 • ° + , 0 �/• p +p p - - - - - - PAVEMENT SAWCUT, SEE DETAIL #/C-500 + p *°'0 * p•0 ° + +0.1 °'2 *1.7 2 3 +2, + 2 +°'4 4 *4 - * 0• +p.° *p 0 ° � -ate+ p po p.3 + p + + 0• �z 0. G +°•0 * *0•° °• *p. + 3 °'2 + ° + +1.1 ° p IN V=262.68 + ° + O .O * , 3 +2 4 + $ ° ' * 1.3 + 2 • A-3 + •40 y *p ;, b ° ' + . 0 ° + 12" HDPE +p • p , p p .0.0 + y+��i� p *1 6 +2, R3 11�, + +0 2 QF *5 , 3 4 +p 4 1 * ' 0 \ + p +0 - fl ` + + • p Z 1113 ° 0 INV.=253.68 -'().0 % + + 1"1 * p .2+1 W + 0 • p + p , 0 12" HDPE �+p p+ + + '1 5 �, p + `4 +3 p A - 4 A " 0 •0 � + p ()* *p 0 0 *p , 0 1' + +O , p ° + *1 6 4 2 5 �2 k° • $ O+ 2 *p�1 6 +4.1 +p • p +p STA . 0 rD * p p,0 + p + 0 *5. 0.5 * LA w ,0 �+ p p + p +p.p + 1. 4.0 +0.4 ,0.2 W'. 5 3 3 +1 1 + - p.0 ° 0 +p p *p 0 + p + + .0 , +1 0-+ 5 * +1 1 0 • +p 3 +p . 5 *3 6 *3 , + 6 + �V + +p p * °''3• *0.2 0 p+o °13 ' + 4 *p . 4 + *1,1 * +1 9 1 RE1.� 0 6 .0 GRAS9 ° * *p , 0 + .0 *p,0 \' + 0 * +2 p 2' +0.6 °" * 3 °'S + 3 2'2 + N 82.60 1.3 + * 3 0 2• * p.5 ffE7 0 + 1• p. 1 0 .� + -J 0. p O •� * 5 + +p +2 5 1 p 0 (� * 2' + 0.5 p.5 *3,$ + p `Y +� m •0 + p.0 9 + p * +p 4 +3 +p 4 * p + p � � * ° * 0 • ° *p•0 p +p 9 +2 4 2' +p 4 0.3 * 1 6 + *1 0 + p 0. 0• 0• * 01 0•0 + 0 5 + *2 .3 + *p , $ $ * *O . o \ * * 0� p 0 • +p p p . 2 p 1.9 + 4 4 + o ° 0 • E CHMAR O rJ *5 . 4 + + � *p 0 MV`A. 1 + 9 1 ' + 4 DOCK s e N $ + p ° ' • ° + ` 0 • p j *p . 0 "NO 9 NG + .O * 5 0• + $ +2.6 3.6 * *p. 1-4g(jt�tITY 75.64 1 * 0.6 +1 + 2 + p + O + 1 + " 850° PARKING" + `( $ ELEV=275.64 + + p , O p 0 + +p p FEE;2 +1 2 1 2 2 1L + p 3 *5,3 +p.3 p ° 1 + O 0• LE .0�� + *p,0 p,0 °' + p ° i , •° �-> p.O GRASS O •, + 5 °' + 6 3,9 1 0.3 11 $ * °' + p N 0• �� 36+ +p_p * 0 +p +1 1 *1.6 2••2 °' * 3 MH� 1 p +5 3 4' +p 4 +O 2 1*, +0•0 +p.p p. NY u' +p•p ,0 9 + .° +0,0 * .0 0• * 4 p,'I * 6, +3.9 + '$ + *1,8 + 2.2 0 � ` +p•1 p,0 + 0 *0•°\ * *p. � *p 0 ° + +p•p *0 .0 0 ° -().0 + % 6 2' +1 6 ° +p 4 0 + .2 3.3 ' * 4 *p.2 *p,0 ° \ + p ° p '° O +p 0 O•0 p *p 0 1'1 , + + + *0 •3 STORM 1 3 + °' + °'° +p • •0 4 ° + + ° 4 WA +1 1 *1.1 ° �p +p 0 ° • ° 9 = +0 ° n * + *o ° 2.6 + I ° ' 6 R + +� + +1 2 FtEI-OCA o • ° \. p + 1 6 B , * 0• S��MpW�A� *p , 4 p 5 3 1, 3 + 5 +p 4 BASp,60+ +p p +p 0 o 0 41.9 °' + 3 ° + 0•0 ®t p 0 + p,0 ��i + + p,$ +p•5 0 +p + $ p 5 + +p o 5 %.$ ( +1 3 p, + p,1 * 5 *p,$ *° 9 *1'1 + 5 -2°•4 + *0.3 +a *p.1 12°'°^ ®n *per p *0.6 + *p•1 *1.O j *p,$ ° + 4 + �2 +0� * •0 °2� *p,0 *0.2 i + 6 ° 6 + S p g + +1 3 ` * +1 4 *p.5 0• + 4 p.3 + 0 v f!N +p• c� +p p 0• + ��� �� i p 2 +p 6 * 9 1• 2.2 p,6 +1.3 P 1 �p *p. 0• 1 o. *o$ * 6 0 i° + � + 0 5 °' +1.96 O +.3 ++.+2114*2 5 + p ' 0 • ° m + *0 • GRASS 0•° � �� *p.o * + � °' ,1 1' 9 1.2 + 2.1 + *p.9 +3,4 1• +� °' 0 ° * 0•0 + O + *p. + 0• *1. + 9 3 + +p•� "4.0 +p 5 p. O DS IV/F + 0 • NFL . 1 Cg * 9 113 + 1 + 0 • 3 * 5 * * .1 2 • N1-1`1 ' 0 "' +p • +p p 0 0 • ° *p , 0 LOU, M CO.+ LLF• 1 ' + 3 1 + 1 • 15 2 • *1.2 *6.4 * 1P p . + 70 0 �.1 15 P.3�, 1 1• + 2. p,$ H: 4 p. + + p. + o p z , °' 6 Q 9 * $ + °' +5 6 15 0.2 � �z -*p G) + ° tI9 96.0-1-14 � + 9 1' + 9 °' + 3'S + ° $ *4.1 MH' *p.5 � * + ` � + 70 + 0 •° A 2. 4 t + () 1' °' + 1'9 1 3 +2.9 * 4 © Cr� + p _ 0 • STOP ° p,0 * +1 p 2• .5 1.3 +p 8 i + 0 +2,3 + 6 +1 2 *6,8 1 * *p. 0• ,W�+ *°.° 0 -� � �.p.o O• * 4 + +p•i+p•$ + .2 * O.2 �'�P" p, OP.,O• °'a. +p•p 1 * 0 1 *3 2 0.9 * 2 2• * 4 0.5 n .° * 0 r + 0 • * 6 + 2 ' 1.3 .9 + 5 + 7D YT136 * 0 . ,5 i� Wes + 2 + +1 2 2 + 2 1 O iM4 * +0.0 O 0•p + *p,6 + g i� +p $ 9 + 1 1 * 7 *0 6 + *4.9 4' + * 0 �.p °' e p•p *°'° +p p + p 4 5MF11L +3'2 ✓ +p,9 + 4 1 * 4 2 + O 4 W "'* +0.0 -0.( *p.0 *p,0 + $ H:65 CB + +�'6 + + 3 1• + +0 °' + * •2 .1 *2.1 *p,l *p• Q ° C (a)* STB-�. 1 p +p p 4 1 + . 8 +1. 9 2 .� 6 + +p $ +p 6 0 6 +p 4 0 5 + * + 2 *p ,1 p ° ' � + +p -8 L�1 =27s BASIN 2 + UtAl M LNG + • p + p + 1 ° 0 • *p . * ® ` + 2 ° ' + p O • ° INV (A)=276. 5, 4" RCS 0 +p p 9 Mt�Y 0;0� + p 2 + 1. 4 + *p , 5 * ,�, , + 6 ° ' + 1 ° + 0 • ° IN .(B)=276. ,. 4" RCP +p 0 FA E;27 + 1' + 1 1 + I +p.5 + % ° 1 0 p + 0,0 0.0 *0.0 * 0 •, + 1,0 + p,s +O.S�Np 1 *° ' ° *p , 0 *° , + +1 ' 1 1 ' 2 6 +O 7 ° * • 5 * + * • ® +° `(� + p +p 0 I �p a V VI*ap,Y 0 * 5 0• \ �0 * 0 Ln + + +p 6 O + 5 0 +p 0 "RESIDEN INN +p Q + p 1 *0 • ° ° I • + * 0 +° ' 4 +0 ° �, ® *p . *p . 0 MA o IOTT p +p • ° ' N4 0 0 • + + �� 0 +p c + + p ° +O • p L p. +00 4 4 + S + + , +0 2 +o �B �0g 2� UN` MU LNG + o *° ' ° + + ' o +° ° + +p • +° ' ° �. fj o 9 pWE O• p.O + p +p.3 , + + • 0• + , 0P0 Fp216.10 0•° + 0 *p.O 0 * +p p °' +p p *° ' ° +p p * ,+ *p i� ® * 1 +p 1 ° ' C� + O *0 .0 ° ' ✓ + *p `0 +p O OuTLE + p 0 O ° i *p ® + ° 0 • ° *p . O "ONE W Y" BDO NOT T+13 ° 13 0 + 1 + * 0 METALLIC PING G + 0 0 J- +0 +p 0 + p 1 5-B 0 0 + ° ° ° ' ° IN �tN ONCE * 0 + p ° LOCATION + �0 ° ° ° o C TCI +pp + pp FAM,�Y•215,5p p * p p + i + pp *p0 HWp + 41. g + p �OR- o p E• o. 0 p (3 AI• 13 -5 o I� (< * 0 + 0 • ° p 0 + p ° ' + 0.0 -'().0 0 • ° ASPHALT p . 0 * p 0•° , p.O0.0 i + DRW,O p r* 0 -'().0 +p p -'().0 0 *p O +p p7-B °' +p 0 e °'° ' +p,p °'0 +p p +0 0HVI G +0 •° 1q + �0 *0 •° % + RM=279, 80 +p p + p + 0 p. O , 0 1 4 i +p • p + p * 0• + p 1A(A)=274.08, 12" PVc +p p + p ° ' + 0 ° + p .0 O 30 2' p p +p p ° ' HW + ().0 + 0 • ° p . ° INV.(B)=274.16, 12" PVC * .° 0• * +p p p. p.p + 0 +p p > + + + +p.p 0•i0 p. G +p.p p,0 * 0 INV.(C)=275.53, 6"PVC, + *p , 0 ° +p p ° ° +p p *° ° 0 +p + 0 +0 • ° ° ' 0 *p .0 ° * O G -o _________ _ G --- --®- l6HW 0 • ° * • p + p +p • 0 . + 0• ---o- + 1miW + *0 p *0.0 .O +p.p ;�,° +p•p 0•0 + 0 *p.° + *p,0 + +� p °'0 + W�.--O`;0�'�� + p 0•p +p 1 +p p +p p 0 • + 0 p . p * + +p p +p +p , p 0 • + 0 0 p +° +° ' ° *° • ° ° *o • ® +0 ° ° ° * O +°lo� * +° ' ° ° ' ° ° A raved under the authority '().0 LANDS N/F + + -'().0 +p p + p + 0 • pia CITY OF SARATOGA SPRINGS + 0 • ° p • ° + p + p + 0 • + D.1742 P.9 °'0 + +p.0 *p,0 ° + p °' °'0 0 ° + ° *p. TAX 1D 166.0-1-18 � p o • i 69 by the + p p *p.° p p *p,0 C--��� NM41.5-A +p,p °' + +p p ° 20' to' 0 20' afar olu io adopted Luminaire Schedule Calculation Summary (Footcandles calculated using predicted lumen values @ 50K hrs of operation) Planning Boar of a City of Saratoga Springs. Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number Label Units Avg Max Min Avg/Min Max/Min air Zj o-� 2 5M-11 L SINGLE 1.030 11325 72 OSQM-B-11 L-40K7-5M-UL-NM- w/OSQ-ML-B-DA-_ All Calc Points Fc 0.40 7.7 0.0 N.A. N.A. (date ne �■ 5 4M-11 L SINGLE 1.000 11175 72 OSQM-B-11 L-40K7-4M-UL-NM-_ w/OSQ-ML-B-DA Paved Parking Fc 1.77 7.3 0.4 4.43 18.25 SUBMITTAL / REVISIONS oFwY �� tip' P`q c� Qi l r. �Q' � U i R `,E =toes y�' �OFESSIO�� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR VIOLATION REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC PHOTOMETRIC PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PR J. : WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=141 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-140.dwg (Layout: C-141 ) nAtiw Fri Anr 9F, gn9A - 1 T9r; PM (Names- nhnr7n1 IE,r,cl 1E,r,eL_\`---Ifr,ch� - N�2 --� ----- - - --_ -� - - --�®® - - - --- _ _--- --_`� - r \ ` - - - - - - - - - - - - - "SPEED LIMIT -30 MPH" --_ FND-OF-RfB�KDWDRK" - - - - - - - - - PAVEMENT EDGE J ONC. TUNNEL BOX BEAM GUIDE RAIL _ NM -1 2 ELL pAVEMENrt EDGE "SPrd1'NG RUN TRAIL" SOLID WHITE LINE / / s 11 / OVERPASS j SOLID WHITE LINE S / / / sDUDj 1TE LINE l\ \ TC:271.50 TC: 272.93 \ \ EXC -21nT --ING AVE. \ TC:274.23 \ _ �BC:271.00fME BC:271.43fME \ \ BC:273.00tME _ BC:273.73tME �� S \ SOLID WHIr \ W. �C 274.28 S06p WHITE LINE TC:273.38tME - - - BC:273.78 I SOLID WHITE LINE TC:271.48±ME 271.04 271.36 C:271.9stME coNe. cuRB a` TC:2'74.22tME I - ±ME - - - - - - tME - Q 271.46 7 9 M 273.10±ME C. 73.74tME` i CONC.-,-CURB /J � BC: 7 X come. cu e TC:271.60 TC:271.96 TC:273.67 273'6 ♦� 8C:271.10 27 50 27,127 BC:273.17 27 0 i 271.42*M ° ° h o ^ .. ... ° �n 27_ .42 a� I I I I 4.4fN. D N N N 27 50 N" TOP. 0 ° 273.77 GONG. WALK IRON PI FOUND 271.40tM ° n I °D -; D D D 84 I I I I P 73271 D 273.90 71 7° DTC: 272.15 71.5 / 0®0 22 34 TC: 274. 7 .98 CONC. TUNOEL� , - WC:271.65 J_ TC: 73.9 4 A-2 `� /7 2� "SPRING RUN TRAk 1 BOX BEAM a ,r C:273.4 UNDERPASS s re \ \ �` - - .GeIDERAIL - 272 273 / N O Q ° �% 1 L E j� 2� - - ``. A 1 - 80 5 280 -WALL��� \\�I .;=-= 273.5- - - 205.02 146. 68 26 1 STON��I 4. '..T�.: 27 0 AINOGG J I \ j 1 % ° gggg -TC: 273.6 1 p� 2� \ 280.E wAkt - (�\ i \ 1 :07 273 BC:273.1 BC:273.30 / 1 5 .0� 74 D 273.5 7 1 `� �;2-►e,;. so D 4. y J& 277. 277.63� .. �: 280. 2 B- I 74.60 TC:274.43 �; l TTI676.86 C:277.0 BC:273.46 a , T : 6.55 S 77.7 2ggp I f 274.E 74�6 - _p C:273.93 - - 1 ` Q� B ; 6 05�BC: 276.36 D v 0.45 / 282.7 28 . ° 27 .80 274.5� D X C: 277. 5 7 .6 C 74.66 2 TC: 274.43 1 cv TC: 276.79 ° 280.1 TSc 282.0 280.E ✓i �' 1 / 1 / l 1 1 Bc: 27s.29 27s.78 ec: 27s.8 r BS: 280.50, ` 2 bo , TQ 274.50' BC: 27 D82.60T§: 282.5 f j 1 274.Bo $ Bc: 274. Ts: , 274.s4 0 1 76.45 BS:280.20 BS: 280.78 ° 80.68 213.93 i- 1 274 4.90 N 2 1 / / 4.90 274.9 ' t 7 C: 274.70 ! 1 , ,, /,( �, i f 282.E T / / / / j l // / jf / 74. 7 C: 274.20 O N , / , / J 82280.7 i 1-e74. Q ,1 f RE�OC SEO �28 274.2 c� , , 1 ' H02.60 74.25 274. 7 .7 \ 1 o 80.85 28 280. 274,-9 10274. D 2 7 N1 N , 'j N 80.17 TB-3 1 74.65 274.9 \ �� 274.6 A TS: 282.60- ' I EN( M 2: �- A� BS:280,35 74.90 � 1 � �y, jy VL7 DOCK E IN j 1 N 82.6p 274. 74.90 9 uN\i D ING',, 274. 27 7 unLIT oL 3 1 �� , T5:282.50 4.90 �Aoj� A ,L�A.9� \ 74.9 7 7 i ELE� =275.6 N BS:280.16 0.32 21 �E. 7�4.9 , , 11 4 5 22.14 .¢ 4.90 274. �, D ° ( ° 27 6 ✓ 28n 80.18 D D 274. 274. 27 7 \ 1 1 '' c:2 D 1 , 77 i � 1 280.18 N \ 74.90 274. \ 1 1 T��BC: 277.05 ����� s 2 °s. 280. 274.80 4.88 274.9 ,7 1 l / / 1� 0R `, TC/BC: 277 0 70 \ ' 2790 280.58 2 274. 7 27�73. t / , A 1 % , 280.25 21 4.25 274.9 r 1 R ` 1 PS, BC:277.05 i 7.6 280. 25 RE�OCPSEO 274. 5, , y 6-B S�ORMWA RN 274 27 90 , BpS1N / 1 1 , 1 276.45 D 2 .2 0.25 gp 274.87 ° 4.9 TC:274.70 , , �. BC: 274.20 274. �,74. � i ` 1 274.25 ; D ' 274.3 TC/BC• , 76.20 280. 5' 28 60 28 60 i I 174.78 74. , \ f 274.78 74.78 D oo TC/qC V__-273. \ �7 \ \ `1 2 0 D j �T : 76.75 j 28 .0.60 D 28 45 2 45 \ ° ° \ 8C:276.25 4ss �TC:274.32 �2 4.6 274. i TC: 275.U30BC: 274.32 1 \ � p D � 276-`8C• 276.55 7 280 `may 274 C: 274.50 X274.26 ° ° _ 1 D \ � 2 r s?� ri7 . - 1 - ° a ! \Tc/ec Tc:27 .off 7s 275 27 5 C: 275.07 ° 74. / b C: 275.56 C:2 5.25 \ 5.2 B :274.57 D C:275.12� �' C:274.55 ° ° \ i C:274.62 75.25 TC:2 75 BC:274.75 75.40 p BC 2 5 :374.40 `o.. \ � i � BC:27 .5 C:274.80 TC: 275.72 N \ \ \ \ \ \ \ i ' \ 275 D 50 L 73.90' BC:275,22 Z95 CB 274610 11 : 21-53 1. TC: 274.75 z \ \ \ \\ \ \ \ \ \ \ \ \ \ 27 .50 2 � 274. D :27432 BC:274.0 ? 74.40 BC:274.25 \ \ \ \ \ 275. BC:274.22 T :274.92 �S \ \ \ 275. TC:274.60 4.75 TQ A 2: 1. � BC• 274.42 C: 275.10 /BC: 275.613 8C:274.1 C:274.17 C: 273. 7 '� 27 35 BC: 274.60 �y X : 27. 275.2 275.25 275 ^� ,� TC:274.92 `L 275.13 B :27! \ \ \ \ ry BC: 274.42 A 275.70 r \ \ \ \ \ \ \ 275. • ° TC: 273.95 BC• 275.20 275. 2 D 1 C: 273.90 ,: ' C: 273.45 W ° 75.25\ -_ ._. 275. T : 275.90 D 2755.2 ` y - 273. TC: 273 35 273.85 BC 275.40 275. 5.�9 0001 275 ° B-6 ry ry D 27 75. 5.50 9 .QN1 D��,pAG 27 3 \ \ \ \ \ \ \ \ \ �; F A161 275.50 275.5 TC: 2 5.65 75. ° r ' 1 d \ \ \ \ \ \ \ \ \ \ \ \ \ 275.5 ;3 BC: T 275.90 ° 2 98 27 27 76.10 \ \ \ \ \ \ \ R 75.a0 275 • ° Bc• 275 27 9� .08 n \ \ \ \ \ \ \ \ 0 275. 27 38 TC.BC: 74.9 7. 275.98 27 . .10 / \ \ \ \ \ \ _ ___ r 275. TC:275.00 TC: 75.30 7 76 6.10 \ 276. \ \ \ \ 75,.50 - _- - BC:2 4 °° 11t BC:27 50 X274.45, 76.10 �275.5 k f1 TC: 275.05 °� 11„ • D 275.1'� 27 8 -f D --1 275. �1 D C: 274. 5 ' , \ \ - 27 - c:2730 27 / 1 8-e 27 __ 275. - - 50 P S wrw k27s. o 5.25 J - 1 BC: 27 0 ° 275. 11 5.50 1 , 27 10 / F p,M276.10 \ \ a . _275.2 D 1 275 38 275 4a 275. i 275 : \ \ \ \ \ \ \ \ 27 .50 ° D ° 2 75 \ °27 00 / 275 __v 275 / D 5. D ° ; ° 7 50 , 275 27 28 \ 7 \ \ \ N 275:1 275:8 D I+�5 5.44 D ° - 75 75.50 \ 27 275 / 27 10 .83 \ \ v '° \ 45- 5.35 2° \ \ \ \ \ \ \ 27 .2 B ,h, 5.2 �275.4 \o h 75.50 L/5 6 ° 27 \ \ t .. g275. D 2 6.10 l 6.1076 7. 8 6/ 76 42 - \ \ _ 27 .86 276 6.00 2� g D.2o - ; 5-- = '�`- �� 7 .47 / % 7 72 276. 1 27 •� .D i , 7 .50 \ ! FAM1`Y.D50 \ \ (/ 27 .70 276. COP, 27 .45 / 79. 2 FEE 2�6, I 40 2 2i� / 276 5 a \ \\\ \ \ \ \ \\ \ \ \ \ \ \ 2 .10 .26 75.50 27 .50 20 D ? 44 27 .26 275.5 27 50 275 _ 5.440 f 27 27 .25 275.2 .20 °� )I I° I ONW \ \ \ ` i ?� i 27 .25 27 .20 275.42 \ i� \ \i i\ \ s �. i 1 f AA LANDS N/F \ \ \\ \ \\\ \ ` / / ��✓ j ION CITY OF SARATOGA SPRINGS \ \\ \\ \ D.1742 P. 9 \ \ \ \ \ 2 \ \ \ \\ \ \ ♦ i TAX ID 166.0-1-18 1 1 \� \\\\ \\ \\ \\ \�\ '� / l NM41.5-A 1 \\\ \ \ \\X r \ " ASPHALT \\ \\� �\ \ \ �c / / PARKING OD RAILINGO I / i 1 001M D SPRING RUN GRASS O i� NM4 074 1 \ . NYT1 1 \ CONC. p �^ CURB W - 6` i E \ � i • e f TATE r AW" g� I rn 1 ME I ME I z Q , D rn C,il 98*M 7, TRUE NORTH AT THE 74°30' GRADING NOTES: 1. ALL DISTURBED AREAS TO RECEIVE TOPSOIL AND SOD. 2. ALL DRAINAGE/SANITARY STRUCTURES AND WATER VALVES/HYDRANTS TO BE ADJUSTED VERTICALLY BASED UPON PROPOSED GRADING. MERIDIAN OF WEST LONGITUDE ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: 1. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE �OU�HBE URH ROAD LIMITS RUCTE� SNTH AND ES OUTSIDE THEFIELD LAYOUT. ALIILITIES WILL NOT BE MITS FOR WORK ACCEPTANCE. SO SEE TABLE "DESIGN ELEMENT TOLERANCES" BELOW. TC: 280.87tME C. 280.45tME .280.96 \` 8C.280.46tME �' \ �B 80. o' 80. jME D 2 0 0* ME OII: $ME I, 0 c c DESIGN ELEMENT TOLERANCES DESIGN AND LIMIT FOR WORK ELEMENT FIELD LAYOUT ACCEPTANCE LIMIT SIDEWALK CROSS SLOPE 1.596 MAX 2.OX MAX SIDEWALK GRADE -RUNNING SLOPE 4.5X MAX 5.OX MAX CURB RAMP GRADE - RUNNING SLOPE 7.5% MAX 8.3% MAX 2. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE CENTERLINE. CROSS SLOPES WILL BE MEASURES PERPENDICULAR TO CENTERLINE AT 5' TO 10' INTERVALS. 3. GRADES (RUNNING SLOPES ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. 4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS WILL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN :". VERTICAL SURFACE DISCONTINUITIES BETWEEN j" TO WILL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1: 2. THE BEVEL WILL BE APPLIED ACROSS THE ENTIRE JOINT. 5. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES TO BE 1.5X MAXIMUM FOR DESIGN AND LAYOUT, AND 2X MAXIMUM FOR WORK ACCEPTANCE. 6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES TO BE 4.5X MAXIMUM FOR DESIGN AND LAYOUT, AND 5X MAXIMUM FOR WORK ACCEPTANCE. 7. THE MINIMUM WIDTH OF A CURB RAMP TO BE 4'. 8. THE GRADE (RUNNING SLOPE) OF A CURB RAMP WILL BE A MINIMUM OF 5X. THE GRADE FOR DESIGN AND LAYOUT WILL BE A MAXIMUM OF 7.5X, THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE WILL BE A MAXIMUM OF 8.3X. THE MAXIMUM VERTICAL RISE OVER THE LENGTH OF THE CURB RAMP FOR ACCEPTANCE WILL BE 6". 9. THE CROSS SLOPE OF THE CURB RAMP WILL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP WILL BE 1.5X MAXIMUM FOR DESIGN AND LAYOUT, AND 2X MAXIMUM FOR WORK ACCEPTANCE. 10. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES A CURB RAMP, FLARED SIDES WILL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5X FOR DESIGN AND LAYOUT, AND 1OX MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF THE FLARED SIDES IS MEASURED PARALLEL TO THE CURB LINE. GRADING LEGEND: CONTRACT LIMIT LINE - - - - - - PAVEMENT SAWCUT, SEE DETAIL 6/C-500 350 CONTOUR LINE X300.00 SPOT ELEVATION Approved under the authority of a r of ion adopted v d 2 by the (d e) Planning Board of e City of Saratoga Springs. airman { �s2j ci) SUBMITTAL / REVISIONS OFNER'Y 10' P`4 Qi l h �� U i -= ti `x E s as $ �oa7475tiw FESSIO THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS A MISDEMEANOR. Engineering a n d Land Surveying,, P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC GRADING PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 CA 50 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-150.dwg (Layout: C-150 ) data• Fri Anr 9R gr17d - 19.9F PM lNama• nhnr7n1 Jr T cl 1E, r,c�_ - - -�E T,C1_ — _ _ _ — — _ — — _ _ _ — ! _ — _ _ _ _ _ _ _ — _ _ = _ — — �` _ __ _ = / ' � \ _ `� o` o `mil �l 0 TRUE NORTH AT THE 74°301 EROSION CONTROL NOTES: GRASS �- `� — __ ---- —_-- —_ -- "SPEED LIMIT J / /J ` _ _ — _ \ 1. ALL SOILS EXPOSED FOR LONGER THAN 7 DAYS TO RECEIVE TEMPORARY —�° MPH — — _ _EnID-oF-R9ADWDRK — — — — — / l \ \ \ \ \ "� STABILIZATION IN THE FORM OF SEED AND MULCH. FINAL SITE COVER IN \ \ \ \ NM4 LAWN AREAS TO BE DONE IN ACCORDANCE WITH SHEET C-170 �TIUNI — PAVEMENT EDGE — / NM —1 2 ELL °°NYT1 MERIDIAN OF WEST LONGITUDE074 / BOX BEAM GUIDE RAIL � -- PAVEMEnrS' EDGE � \ � .ae 2. AS PART OF THE BID, ASSUME TWO STOCKPILE(S) WILL BE REQUIRED FOR SOLID WHITE LINE i / \ CONC. THE EXECUTION OF THE WORK. CONTRACTOR TO LOCATE STOCKPILES WITHIN .SPRING RUN TRAIL" / / SOLID ITE LINE ^' CURB / OVERPASS / SOLID WHITE' LINE / � / J , / / / / � �- � THE PROJECT LIMITS IN ACCORDANCE WITH DETAIL 7/C-504. CONTRACTOR IN —PAVEMENT INLET PROTECTION, / / / / I \ 1 OAS TO REVIEW LOCATION OF STOCKPILE AREA WITH OWNER'S REPRESENTATIVE / `SEE DETAIL(S) 6, 9/C-504 / / ,% / / / / / GHBERRY R AND GAIN APPROVAL FROM THE OWNERS REPRESENTATIVE PRIOR TO ( , l / LOU SOUTH PLACEMENT. \ SILT FENCE, TYP. TEMPORARY CONSTRUCTION ACCESS, EXCELSIOR SPRING AVE. \ ` i SEE DETAIL 2/C-504 SEE DETAIL 1/C-504 _ _ t o _ _ _ _ l _ w �'\ / 3. AS PART OF THE BID ASSUME ONE TEMPORARY CONCRETE WASHOUT \ \ \ SOLID WHIT \\ �� \\` AREA(S) WILL BE REQUIRED. WASHOUT AREAS TO BE UTILIZED DURING SOLD{) WHITE LINE — — — — SOLID WHITE I LINE coNc. CURB — — — _ I Q CONCRETE OPERATIONS. CONTRACTOR TO REVIEW LOCATIONS WITH THE CONC.NQURE /J O _ \ — \ CONC. cue , n \ \ I OWNER'S REPRESENTATIVE AND GAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT. INSTALL IN ACCORDANCE WITH _ P ° ^ \ \ �, DETAIL 3/C-504. a° o °, I n... P _D - _ III D t a (D o �I�I 'D, ^ ^_ .. .n I' °^ - -° o ° CONC. WALK IRON PI FOUND { P ' D D ° nD P H P ® / / 4. SWEEP ADJACENT ASPHALT AREAS TO LIMIT SEDIMENT TRACKING. . eOa aox BEAM — ° ° "SPRING RUN TRAIL" ` 1 &OIDERAIL 273 NOO° 4i 42 � �'y5i 21� \ A 1 � \ � - ® 5. CLEAN SEDIMENT FROM STORMWATER BASIN(S) WHEN SITE IS STABILIZED AS UNDERPASS ssTe E\ \ — — — — — — — / — — — — \ �' 1 REQUIRED. WALL \\ 205.02' 146.6_8' '� \ \ 1 \ 2735� 6 0�. J 27 6. REFER TO THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN STON ) \ 1 \ \ m MANUAL TABLE 5.2 FOR SOIL RESTORATION REQUIREMENTS. WALL \ \ `1 7. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL � DE -COMPACTION CRITERIA. A1 ! / / 1 \ 1 `� p-4 ° . \ s ° \ 8. REFER TO SHEET C-001 AND C-170 FOR SEEDING INFORMATION. / f � D ° l � "iTA TE \ > 1 N / AW" \ EROSION AND SEDIMENT CONTROL LEGEND: 1 $, !! \\ CONTRACT LIMIT LINE +1; / //�/� !� / 1 / / / , © c� 11 / ,1 m� I — — — — — — PAVEMENT SAWCUT, SEE DETAIL 6/C-500 b° / 350 CONTOUR LINE J , k / / / / / / // ! � I � � I V ,-B � � N � 1 � 1 "' REvpcA�p ° \ — � GRAS N \ 1 N gp ` i J \ SF SILT FENCE, SEE DETAIL 2/C-504 O�SE N 1 P D °� / 1 " I " / ACC SEE DETAIL NSTRUCTI01NC-504 S, EROSION CONTROL BLANKET, SEE DETAIL 10/C 504 :� 0 IN —PAVEMENT INLET PROTECTION, / ! / / / / �'' \ 1 �� SEE DETAIL(S) 5, 6, 9/C-504 r , _ _ J \ \ \ "NO OUT -OF -PAVEMENT INLET PROTECTION 9 vN�T �N­ unur aL I ,,,� 1 b — " $� ' PARKING" SEE DETAIL(S) 4, 6/C-504 2749p \\ ELEV.=275.6 CONCRETE WASHOUT, SEE DETAIL 3/C-504 1 b UF P n D GRASS NM '� �, 36 f NY (3-1 N TREE BARRICADE,, SEE DETAIL(S) 11, 12/C-504 a 6-13 \ RMw STOp gAS►N 1 E:2g0 60 \ Q ` 1_0 O In ! \ STONE LINED APRON, !\ \ \ \\ \ \\ \ \ \\ ! ! \ \ SEE DETAIL 13/C-504 o , alp \ \ \ ` \ \ ! ! \• �' / / / I `D f , \D I '• ,O_` \ ° GRASS OUT -OF -PAVEMENT \ \ INLET PROTECTION, TYP. \ v \ \ \ \ \ \ \ \ \ ! LOUT / Z15 8 SEE DETAILS 4, 6/C-504 NI © s \/ \ us \ \ L \ ti a " OP, \ v� 1 \ \ \ \ \ \ \ \ n •� - w M4 °� \ \ \ \ \ \\ \ \ \ \ \ \ D /// n \ \ D r / CONCRETE WASHOUT, h a f \ �N11 MV ` AG B-6 SEE DETAIL 3/C-504 \ \ \ FA:27550 D. IN —PAVEMENT INLET PROTECTION, TYP. \ \ SEE DETAIL(S) 5, 6/C-504 04 Sl INN � � ` A RI D y-- c \ \ _ _ _ _ P D� D °sl' vNtt u.1NG r If ` — — c —� ^� n D \ � D B / / "NO OUTLET" \� ° B / / / \D / � w - \ \ D '` � `., .,- ��-- ✓ Y METALLIC LOC PII NGON ' \ NM4NIYT; . 7-8 SOIL STOCK PILE, TYP. 1 i0M WF \ e SEE DETAIL 7 C-504 / o � \ Ah NN \ W LANDS N/F \ -1�\ \ \\ ?7 / / / CITY of SARATocA SPRINGS TAX ID 166.0-1-18 1 / \\� \\ \ e NN / \\ \VAIN \ \tee\ \\\\1\\ \ OD RAILING — 1 o00D lnelc SPRING RUN ,. t / IONW� NM41.5—A ASPHALT PARKING LOT \ \ 20 10, 0 20' Approved under the authority of a r of ion adopted 'i 8 L by the (d te} Planning Boar of t e City of Saratoga Springs. Irma l u, 2-2 SUBMITTAL / REVISIONS �OFwY �P`4 r r x h i` C7 fxEl51aR 074751 �,�' �CFESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS ACONTROL VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d p Land Surveying, r . C . 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC EROSION AND SEDIMENT PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 CA 60 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-160.dwg (Layout: C-160 ) nntp- Fri Anr 9F gn9d - 19-9A PM (Names- ahnr7al � } NG2 IE, r,ci IE, r,ei Jt; r,ei�--Y irt±��_�•.ii►. IRON G IS TREE PLANTING, TYP., SEE DETAIL 14/C-503 u G G I G G G G G G W W W -W W W W W W W W LANDSCAPE BENCH, TYP., SEE DETAIL Ln 19 29 3A 7/C-503 EXCELSIOR SPRING AVE. ' G.. G .. III AIIII i nnt-rrr GRASS/LAWN, TYP., —MULCHED LANDSCAPE SEE DETAIL 13/C-503 w-BED, TYP., SEE DETAIL-_ AND PERENNIAL GRASS w___ 12/C-503 w SEED MIX TABLE ON C-170 CP1 BN 18 1 \!Ln N .............. ♦♦ cgs `ol TRUE NORTH AT THE 74.30' LANDSCAPE NOTES: S 1. ALL MULCHED AREAS TO RECEIVE 6" TOPSOIL MINIMUM AND 3" OF I1' O �— HARDWOOD MULCH. MULCH COLOR TO BE APPROVED BY LANDSCAPE a NM4 ARCHITECT. 074 2. ALL SEED AREAS TO RECEIVE 6" OF TOPSOIL MINIMUM AND NYT1 MERIDIAN OF WEST LONGITUDE BIODEGRADABLE STRAW MATTING ROLLS FOR MULCH. 20' 10, 0 20' 3. PLANT SUBSTITUTES MUST BE APPROVED BY LANDSCAPE ARCHITECT. V 4. SEED MIX 1 TO BE SOWED AT 2 LBS MINIMUM ACROSS ENTIRE SEED W RIM 2281.02 ROAD AREA. 5. SEED MIX 1 TO BE COMBINED WITH 4 LBS. COVER CROP (SEE BELOW): INV(A)=272.63, 18- PVC LOU GHBERRY 5.1. GRAIN OATS (JAN. 1 — AUG. 1), OR INV.(e)=272.83, 18" PVC INV.(C)=272.97, 12` PVC SOUTH 5.2. GRAIN RYE (AUG. 1 -JAN. 1) INV.(D)=275.46, 2- CIP, FORCEMAIN 6. PROVIDE TOPSOIL CONFORMING TO THE FOLLOWING: 6.1. ORIGINAL LOAM TOPSOIL, WELL DRAINED HOMOGENEOUS TEXTURE AND OF UNIFORM GRADE, WITHOUT THE ADMIXTURE OF SUBSOIL ,SS MATERIAL AND ENTIRELY FREE OF DENSE MATERIAL, HARDPAN, SOD, :A OR ANY OTHER OBJECTIONABLE FOREIGN MATERIAL. 3 6.2. CONTAINING NOT LESS THAN 4 PERCENT NOR MORE THAN 20 PERCENT ORGANIC MATTER IN THAT PORTION OF A SAMPLE PASSING A 1 4 INCH SIEVE WHEN DETERMINED BY THE WET _E DRIED AT 105 DEGREES C. 6.3. CONTAINING A PH VALUE WITHIN THE RANGE OF 4.5 TO 7 ON ORNAMENTAL•� SEE DETAIL _115 i-. -THAT PORTION OF THE SAMPLE WHICH PASSES A 1/4 INCH SIEVE VAS ilk, 1 �•, CS m r OC GRANITE BOULDER, 'NIED TYP., MIN. DIAMETER r t« . ,� SELECTION , . • • ' '• BE APPROVED LANDSCAPE THIS SHEET SHRUB 4 -• � I �I I III II I j � 1 ' � � ��\ �� � ��' , < t. - a270 M -RIVER ROCK TYP., SEE DETAIL- firT' MIX, SEE TABLE { • . \v- EXISTING TREE , \ m Ti ". VIVA J(j � Y i Ell IN TMA an it li I m u 0 II i I ©A ,r �s :0%r 5 i M ; �: o w 5• A F 7 { E; 2 i iH FE G dqPHd! T �• i G G - ! -- G G l0 NW F <f AS IONW 1 \ ,!� ASPHALT ! IRON PIPE FOUND ___000 PARKING LOT C7N 1 C TOPSOIL (PLANTING SOIL) SIEVE DESIGNATION PERCENT PASSING 1 inch 100 inch 97-100 No. 200 20-65 (of the j inch sieve) Approved under the authority LANDSCAPE LEGEND: of a es I n adopted by the a g card f of ar t gaSprings. a.. 5C {dot Lgn d` h 41, N 13 -5 9 Type Abbrv. Scientific Name Common Name Size/Form Spacing Trees: AS AcerSaccharum Sugar Maple B&B, 8' Ht. >1.5" Cal. As Shown BN Betula negra 'Heritage' Heritage River Birch B&B, 6-8' Ht. As Shown CA Carpus caroliniana American Hornbeam B&B, 8' Ht. >1.5" Cal. As Shown CC Cercis canadensis Eastern Redbud B&B 64 Ht. As Shown PO Picea omorika Siberian Spruce B&B, 8' Ht. As Shown QR Quercus x Kindred Spirit Kindred Spirit English Oak B&B, 8' Ht. >1.5" Cal. As Shown Shrubs: CS Cornus sericea Red Twig Dogwood #15 Pot, 34 Ht./Spread 16' O.C. IG Ilex glabra 'Shamrock' Shamrock Inkberry #15 Pot, 2-3' Ht./Spread 5' O.C. JS Juniperus scopulorum'Wichita Blue' Rocky Mountain Juniper #25 Pot, 34 Ht./Spread 4' O.C. Grasses: CP Carex pensylvanico Pennsylvania Sedge #1 Pot 12" O.C. _ " = CONTRACT LIMIT LINE 1 f ( I N. EXISTING WOODLAND EDGE AA PLANT SPECIES LIJ PLANT QUANTITY LAWN/GRASS MULCHED LANDSCAPE BED RIVER ROCK LANDSCAPE BED WILDFLOWER SEED MIX O ORNAMENTAL GRASS (D SHRUB CONIFEROUS TREE DECIDUOUS TREE OQ5 GRANITE BOULDER SEED MIX #1 "WILDFLOWER SEED MIX" Type % Scientific Name Common Name Seed: 22% Echinacea purpurea Purple Coneflower 18% Rudbeckia hirta Blackeyed Susan 8% Chamaecrista fasciculata Partridge Pea 8% Coreopsis lanceolate Lanceleaf Coreopsis 6% Aster novae-angliae New England Aster 6% Baptisia australis Blue False Indigo 5% Salvia yongii Russian Sage 5% tespedeza capitata Roundhead Lespedeza 5% Penstemon digitalis Tall White Beardtongue 5% Zizia aurea Golden Alexanders 5% Verbena hastata Blue Vervain 5% Ascleptas tuberose Butterfly Milkweed 3% Senna hebecarpa Wild Senna 3% Pycnanthemum tenuifolium Narrowleaf Mountainmint 2% Monarda fistulosa Wild Bergamont 1% Rudbeckia triloba Browneyed Susan 1% Aster prenanthoides Zigzag Aster 1% Solidago nemoralis Gray Goldenrod 1% Eupatorium perfoliatum Boneset 1% Solidago bicolor White Goldenrod 1% Solidago juncea Early Goldenrod 100 % SEED MIX #2 "PERENNIAL GRASS SEED MIX" Type % Scientific Name Common Name Seed: 50% Festuca rubra Chewings Red Fescue 35% Poa trivialis Bluegrass 15% Agrostis alba Redtop SUBMITTAL i REVISIONS �OF NE ��Ctip' P,q r ��' R iy r 9 ti fx E 5 as 074751 ��' �OFESSIC) THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. ' Engineering a n d Land Surveying, P.C. 1533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC LANDSCAPE PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=1 70 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1 583.01_C-1 70.dwg (Layout: C-170 ) flats• Fri Anr 9F gnid - 19-9F PM (Names• nhnr7al NOTES: 1X" 12.5 MM F3 TOP 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE COURSE, 80 SERIES COMPACTION (TYP.) DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO. 2V 25.0 MM F9 BINDER COURSE, 80 SERIES 2. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE ABOVE REFERENCED COMPACTION (TYP.) NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. 3. ASPHALT PAVEMENT SHALL CONFORM WITH SECTION 400-ASPHALT OF THE ABOVE REFERENCED NYSDOT 12" COMPACTED STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN SUBBASE COURSE ITS ENTIRETY IS REFERENCED, THE ASPHALT PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL BE AS MATERIAL CONFORMING WITH NYSDOT SUBBASE �\�\\V SPECIFIED UNDER SECTION 404 ASPHALT PAVEMENTS FOR MUNICIPALITIES. COURSE TYPE 2. V�jA�jA�jjA�jA�jA�j �jAyV�jA�j COMPACTED TO 95% OF 4. APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE REGARDLESS OF TIME /��j j� ��j��/��/��/�AN DRY DENSITY AS PERIOD BETWEEN LIFTS PER NYS DOT 402-3. DETERMINED BY THE 5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE ELEVATION UP TO A MODIFIED PROCTOR ANALYSIS. SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. MIRAFI 50OX GEOTEXTILE FABRIC OR APPROVED EQUIVALENT 6. PAVEMENT SECTION SHOWN IS PRELIMINARY. PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION, THE FINAL DESIGN OF THE PAVEMENT SECTION MUST BE PREPARED BY A NYS LICENSED PROFESSIONAL PROOF ROLLED SUBGRADE, OR ENGINEER AND MUST BE BASED ON A CURRENT GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. COMPACTED SELECT GRANULAR FILL 1ASPHALT PAVEMENT SECTION SCALE: N.T.S. 20' MAX NOTES: TYPICAL SPACING FOR EXPANSION JOINT 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW 5'MAX 5'MAX 5'MAX 5'MAX YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO. 2. ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 OF THE ABOVE REFERENCED NYSDOT EJ CJ CJ CJ EJ STANDARD SPECIFICATIONS. 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 -REINFORCING 7Z4 STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD EJ=EXPANSION JOINT CONTROL JOINTS 5'MAX SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. CJ=CONTROL JOINT O.C. EACH WAY 4. ALL EXPOSED SURFACED SHALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. PLAN TOOL SHALL BE PROVIDE MAX 1-1/2" WIDE SMOOTH TROWEL FINISH AT JOINT. 5,000 PSI CONCRETE SIDEWALK, 1.57. CROSS SLOPE 5. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS 6x6-W2.9xW2.9 SEE PLAN AND 4.5% RUNNING SLOPE INDICATED ON PLANS. W.W.F. OR AS NOTED ON PLANS FOR WIDTH TOPSOIL, SEED 6. JOINTS SHALL NOT BE SAW CUT. 3"r 3" AND MULCH N 7.EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH "SUREBOND"/"SAFEBOND" ° SB-7000 INTENSIFIER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL. RATE a 6" AND METHOD OF APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - II 8. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 OF THE ABOVE REFERENCED 10o o NYSDOT STANDARD. ill—_ = o 9 _o_o o 9. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE -1 klll I-1 I-1 1=1 III- ELEVATION UP TO A SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN COMPACTED SUBGRADE OR SUBBASE COURSE ACCORDANCE WITH SECTION 203-EXCAVATION AND EMBANKMENT OF THE ABOVE COMPACTED SELECT GRANULAR TYPE 2 REFERENCED NYSDOT STANDARD SPECIFICATIONS. FILL TO BRING SUBGRADE TO " 3" y X" CORRECT GRADE. SECTION TOOLED EDGE TOOLED JOINT 5' MAX / (1 /4"R x O.C. EACH WAY. OR a 1.5"Vd SMOOTH a °-x a a FIXED OBJECT 3/4"DEEP) AS SHOWN ON PLANS ,� FINISH (TYP) OR EXISTING (1/4"R x 3/4"DEEP) �„ �� �� SIDEWALK Q TOOLED EDGE " 3 EXPANSION JOINT ' x-- ��c (1 /4 R x 3/4 DEEP) WITH PREMOLDED ° BROOM RESILIENT JOINT G ° TEXTURED FILLER AND 3" moo_ rt FINISH (TYP) SEALANT EXPANSION JOINT CONSTRUCTION JOINT CONTROL JOINT TOOLED EDGE n 3» 4 CONCRETE #4012" O.C. W/ ACI STD 180- HOOK (TYP.) SIDEWALK 1 /2" i 4x4-W2.9xW2.9 N REINF. DRILL & EPDXY GROUT #4 i� ° 2 -0 / BARS 16" LONG AT 24" O.C. _ EXPANSION JOINT WITH / (MAX.), MIN OF 6" FROM y� c PREMOLDED RESILIENT JOINT OUTER EDGE OF SIDEWALK 1 FILLER AND SEALANT DOWELED JOINT EXPANSION JOINT WITH -1 (2)-#4 PREMOLDED RESILIENT HAUNCHING JOINT FILLER AND SEALANT CONCRETE SIDEWALK: WIRE MESH REINFORCEMENT SCALE: N.T.S. X 1INX � ;•ram 1 2 =1.r NOTES: 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN J". VERTICAL SURFACE DISCONTINUITIES BETWEEN }" AND SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. VERTICAL SURFACE 1DISCONTINUITIES SCALE: N.T.S. N 1"MIN 1. 5" - 2.5" o000000000�00 a o000000000000 24" c�0000�00000�o 0000000�00��0 o�00000000000 0.5" DOME FULL RAMP 1 MIN DOME SPACING PLAN PLAN 0.2" 50% TO 60% OF NOTES: -I I- BASE DIAMETER 1. TACTILE WARNING STRIP SHALL BE ADA COMPLIANT INCLUDING THAT IT SHALL CONTRAST VISUALLY WITH ADJOINING 1" SURFACES. MIN TACTILE WARNING DOME SECTION SCALE: N.T.S. 1'-7 3/4" TURF REINFORCEMENT 6 5/8" 9 7/8" RINGS TURF SEED Y2" DEPTH PLANTING SOIL (MAX) ABOVE SAND FILLED RINGS GROW MIX BELOW RINGS AS SUPPLIED BY ^ MANUFACTURER SAND FILLED REINFORCEMENT RINGS 12" SUBBASE COURSE MATERIAL CONFORMING WITH NYSDOT SUBBASE COURSE TYPE 2. COMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR ANALYSIS. PROOF ROLLED SUBGRADE OR COMPACTED STRUCTURAL FILL AS REQUIRED TO BRING SUBBASE TO CORRECT GRADE. NONWOVEN GEOTEXTILE FABRIC PER SECTION SPECIFICATION SECTION 310000 NOTES: 1. BASIS OF DESIGN: TRUEGRID PRO PLUS PAVERS WWW.TRUEGRIDPAVER.COM OR APPROVED EQUAL. 2. SPECIFICATIONS: UNIT SIZE 24"X24"X1.8", UNIT WEIGHT 4.5 LBS, COLOR: PER OWNER'S SELECTION, RESIN: HDPE 3. PARKING DELINEATOR BOD: TRUEGRID SUPERSPOT -.--,,GRASS PAVER DETAIL SCALE: N.T.S. EXISTING PAVEMENT NEW PAVEMENT FOR GRADE SEE PLAN FOR GRADE SEE PLAN SCARIFY AND REMOVE EXISTING PAVEMENT EXISTING EQUIVALENT TO PAVEMENT & TACK PROPOSED TOP 12" [SAWCUT COAT ALL EXISTING COURSE THICKNESS SURFACES zz Uj Uj 0 WWU SAWCUT SUBBASE N a U) EXISTING PAVEMENT �1 1 20't 10 MATCH EXISTING �- SUBBASE, IF GREATER THAN PROPOSED SECTION CONTRACTOR TO VIF SECTION NOTES: 1. APPLY TACK COAT BETWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLACING HMA MIXTURE REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT 402-3. 1PAVEMENT TRANSITION SCALE: N.T.S. EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT N FILLER AND SEALANT li CONTROL JOINT AT DRILL & EPDXY GROUT #4 z TRANSITION OF THICKENED BARS 16" LONG AT 24" w SLAB/HAUNCH 1/2» O.C. (MAX.), MIN OF 6" N 30" FROM OUTER EDGE OF SIDEWALK a X ° co X 0 a 9-3/4" » / II II _ o EXISTING / =0 = o o o PROPOSED I -III- = ICI =III=III FOUNDATION WALL PROOF ROLLED SUBGRADE, NOTE: OR SELECT GRANULAR FILL 1. THICKENED (HAUNCH) & ADDITIONALLY REINFORCED CONCRETE SIDEWALK ENDS ARE REQUIRED AT ALL EXISTING/PROPOSED BUILDING ENTRANCES. 2. SEE CONCRETE SIDEWALK DETAIL FOR ADDITIONAL DETAILS & NOTES. .CONCRETE SIDEWALK AT BUILDING J SCALE: N.T.S. EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT FILLER & SEALANT, AT SIDEWALK 5" 1" 4,000 PSI CONCRETE CURB ° PAVEMENT SECTION 0_0 o Q SUBBASE TO MATCH o g„, a ° PAVEMENT SECTION PROOF ROLLED a o SUBGRADE, o OR SELECT if 9 GRANULAR FILL NOTES: =III=III=III=III-III=III=11 1. CONSTRUCTION JOINTS 10' O.C. MAX AND EXPANSION JOINTS 100' O.C. MAX. 2. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 609. 3. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. CAST -IN -PLACE CONCRETE CURB SCALE: N.T.S. 5'-5" I I I ( I _ GRADE 5'-0" NOTES: 1. BASIS OF DESIGN: KEYSTONE RIDGE "SONANCE" MODEL SN05-7 OR APPROVED EQUAL. 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BIKE RACK SCALE: N.T.S. On -At V v v LAWN v v v v 0 CURB, SEE PLANS FOR MATERIALS O2 TACTILE WARNING Q3 SIDEWALK, SEE PLANS FOR MATERIALS ® BROOM FINISH PERPENDICULAR TO SLOPE Q5 }" MAX VERTICAL ELEVATION CHANGE Ip � v � v °`i w e ni CURB RAMP - DROP CURB TYPE A J SCALE: N.T.S. 10 CURB, SEE PLANS FOR MATERIALS O2 TACTILE WARNING 03 SIDEWALK, SEE PLANS FOR MATERIALS 4 BROOM FINISH PERPENDICULAR A� O TO SLOPE RAA� RIB O5 J" MAX VERTICAL ELEVATIONIDIR �Ilfr e: CHANGEOI 4 r All v R RII 6• t�A 4h •, �`�• .�. •-- 4 �o 00 o0000 �000 \\ 00000 00000 00000 CURB RAMP DROP CURB TYPE B SCALE: N.T.S. REFER TO CURB DETAIL FOR SPECIFIC INSTALLATION REQUIREMENTS SAWCUT EXISTING PAVEMENT IN STRAIGHT LINES. TACK COAT VERTICAL FACE FOR NEW PAVEMENT INSTALL EXISTING ASPHALT PAVEMENT SECTION 1.5" ASPHALT TOP COURSE PLUS' CLASS "A" CONCRETE TO MATCH DEPTH OF EXISTING PAVEMENT WITH TYPE 2 SUBBASE TO MATCH DEPTH OF EXISTING ROAD SUBBASE. CURB INSTALLATION SAT EXISTING PAVEMENT SCALE: N.T.S. PAINTED PRANGE UNIT LOWERED BY TURNING STANDARD FIRE HYDRANT NUT WITH A WRENCH ° COLOR PAINTED YELLOW OR PER OWNER'S REPRESENTATIVE N STANDARD OF QUALITY: ") o MAXIFORCE COLLAPSIBLE BOLLARD -STANDARD WRENCH, 00 a STYLE 1 HEAD, UNIVERSAL BASE MODEL NUMBER: MC-SW-SSI-U MANUFACTURED BY. BLUE EMBER TECHNOLOGIES LLC OR APPROVED EQUIVALENT UNIVERSAL BASE 10"X10" PLATE O FINISH GRADE w NOTE: a //// 1. UNIT REQUIRES // a \ V-5/8" CLEARANCE 30 J \f/\� ONCE COLLAPSED. m\� UNDISTURBED % / EARTH 1COLLAPSIBLE BOLLARD SCALE: N.T.S. 4" WIDE- TYPE "LS" CROSSWALK BLUE SEE DETAIL THIS SHEET PAINTED PARKING STRIPES STOP SIGN (MUTCD II N SEE SHEET C-120 NYSDOT ACTIVE HANDICAP SYMBOL (BLUE) SOLID WHITE PAINTED STRIPE 2' CLEAR T7 FROM CURB 1STOP BAR CONFIGURATION �l SCALE: N.T.S. 20" - 30" 15" -24" 111 N I I a a cD M FASTEN SIGN WITH MIN OF (6) 1/4- DIA. LOCK BOLTS WITH Z-BARS 3" 6" -18" 0 FASTEN SIGN I WITH MIN OF If (2) 1 /4" DIA. (011 LOCK BOLTS (SIGN VARIES) `I SEE SIGN 0 SCHEDULE = ao GALV. STEEL "U" SECTION POST CI 1 /4"x8"x24" STEEL PLATE GALV. STEEL "U" (WELDED) SECTION POST WITH OUT Z-BARS SINGLE POST SIGN AMOUNTING DETAIL SCALE: N.T.S. FRONT ELEVATION VINYL FENCE SCALE: N.T.S. NYSDOT ACTIVE RESERVED PARKING R7-8 MOD R7-1 LINE 4" WIDE WHITE PAINTED PARKING STRIPES 9' �i9-1 VAN ACCESSIBLE STANDARD PARKING PARKING STRIPING STRIPING NOTES: 1. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADAAG 2010 SUPPLEMENTED BY THE 2020 BUILDING CODE OF NEW YORK STATE. 2. PAVEMENT SLOPES IN THE ACCESSIBLE SPACE AND AISLE SHALL NOT EXCEED 1.5% IN ANY DIRECTION. 3. SEE SHEET C-120 FOR SIGN FACE INFORMATION. 1PARKING STALL STRIPING SCALE: N.T.S. " EDGE OF f� 6 -0 _ t ,PAVEMENT 4' 1' TYP--� ��- NOTE: 1. ALL CROSS WALK STRIPING SHALL BE WHITE 1TYPE LS CROSSWALK SCALE: N.T.S. NOTES: 1. 1. BASIS OF DESIGN: ILLUSIONS V300 VINYL FENCE OR APPROVED EQUAL 2. 2. INSTALL FENCING ACCORDING TO MANUFACTURER'S SPECIFICATIONS 3. COORDINATE COLOR WITH OWNER'S REPRESENTATIVE A B C D H(FT) INCHES INCHES I INCHES INCHES 6 108 34 1 61 1 72 FINISH GRADE POST EMBENDED IN 12" DIA. 4000 PSI FRONT ELEVATION FOUNDATION M L. Approved under the authority of a r of do adopted FOUNDATION 1' $ by the SECTION (d e) Planni t e it` ot a oga pangs. tairo/��5 date tsne,t 7'-0" USE S.S. SECURITY L_ SCREW Y4" (TORX CENTER PIN HEAD) AT BASE 6" MIN. Np, ASPHALT PAVEMENT, SEE DETAIL THIS SHEET -r ------------ i» NON -WOVEN GEOTEX11LE FABRIC i SUBBASE WRAPPING THE STONE SUBBASE `r i TYPE 2 a a �DUMPSTER PAD WITH BOLLARDS SCALE: N.T.S. 4 - 7L» MIA U^[C' AlIAA FOR #5 REBAR PLAN VIEW A� f� �1 7Z" ELEVATION (4)#3 REBARS GRADE 40 a NOTE: STEEL M n I�'I USE 3000 PSI MIN. SECTION A -A CONCRETE, 3/4" AGGREGATE CONCRETE WHEEL STOP SCALE: N.T.S. SUBMITTAL i REvisioNs �01~wY ����yD' P`q l h x�' c� U IL ti fx E s,oR o74751 y�' �OFESSIO�� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. E n i n e e ri n a n d g g P.C. and Surveying, f 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROD. No.: MJ1583.01 DATE: OCTOBER 2022 C=500 File Name: FAMJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-500.dwg (Layout: C-500 ) Ilata' Fri Anr 9R qn)A - 19•9F PM (Names• qlI 64 IN LAWN AREAS IN PAVED AREAS LAWN RESTORATION, SEE DETAIL 10/C-503� \ \\\ X y o \�\\ \\/ Z \\\ UNDISTURBED TRENCH\\ BACKFlLL (SEE ,// MATERIAL / DETECTABLE \� w NOTE 1 & 2) / WARNING (SEE \j NOTE 4) a > y/ o/ \`TRENCH BACKFlLL w c (SEE NOTE 1 & 2) WN mN�// \ / w a a '� �// PIPE BEDDING \\� AND PIPE ZONE w = �// �! BACKFlLL, NO 1 & 2 STONE /iT`/ 2 W=D+24" NOTES: I - - I 1. PIPE BEDDING & PIPE ZONE BACKFlLL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) SAND OR A MIXTURE OF CRUSHED STONE AND GRAVEL, FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. BEDDING GRADATIONS SHALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE DESIGNATION X PASSING 3/4" 100X NO. 40 0-70X NO. 200 0-10X 2. ON -SITE EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFlLL IF MEETING THE REQUIREMENTS OF SELECT FILL MATERIAL. 3. D=OUTSIDE PIPE DIAMETER. 4. PLACE DETECTABLE WARNING TAPE 6" BELOW SUBBASE IN PAVED AREAS AND 12" BELOW FINISHED GRADE IN LAWN OR LANDSCAPING AREAS. 5. TRENCHING SHALL BE IMPLEMENTED IN ACCORDANCE WITH O.S.H.A. STANDARDS. 6. THE MINIMUM DEPTH TO TOP OF UTILITY PIPE SHALL BE: POTABLE WATER: 5'-0", SANITARY SEWER: 4'-0", STORM SEWER: 2'-0" 7. COMPACT EACH LAYER OF FILL AND BACKFlLL FOR THE FOLLOWING AREA CLASSIFICATIONS TO THE PERCENTAGE OF MAXIMUM DENSITY SPECIFIED BELOW AND AT A MOISTURE CONTENT SUITABLE TO OBTAIN THE REQUIRED DENSITIES, BUT AT NOT LESS THAN THREE PERCENT DRIER OR MORE THAN TWO PERCENT WETTER THAN THE OPTIMUM CONTENT AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR). PIPE BEDDING AND PIPE ZONE BACKFlLL: 95X TRENCH BACKFlLL BELOW PAVEMENT OR WALKS: 95X TRENCH BACKFlLL BELOW LANDSCAPED AREAS: 90X PIPE TRENCH AND BEDDING SCALE: N.T.S. CAST IRON COVER MARKED "WATER", OPEN LEFT ARROW, AND "OPEN" FINISHED GRADE FINISHED GRADE IN IN PAVED AREAS 1" LANDSCAPED AREAS 6" TOPSOIL VALVE BOX (TELESCOPIC PATTERN) z 6" MUELLER R/W GATE VALVE MJ RESTRAINING GLAND (TYP) DIP WATER MAIN (TYP BOTH SIDES) ,. 12"X12" 3000 P.S.I. CONCRETE CRUSHED STONE PIPE BEARING BLOCK 6" THICK MIN. BEDDING (SEE NOTE 5) NOTES: 1. PROVIDE CONTINUOUS AWG NO. 11 STAINLESS STEEL TRACER WIRE, AS SPECIFIED. 2. TOPS OF THE VALVE BOXES SHALL BE SET FLUSH WITH GRADE IN PAVED AREAS AND SET 1" ABOVE GRADE IN GRASSED AREAS. 3. WATER VALVE OPENING DIRECTION SHALL BE RIGHT PER CITY STANDARDS. EACH SHALL HAVE A 2-INCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE. 4. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET. TYPICAL UNDERGROUND GATE --)VALVE FOR DIP WATER MAIN SCALE: N.T.S. .-. VALVE BOX z z FINISHED (TELESCOPIC 2 GRADE PATTERN) 0 o MJ GATE VALVE, MAIN OPEN RIGHT PER iI CITY STANDARD DUCTILE MJ TEE IRON PIPE TEMPORARY o CAP OR PLUG ° P 3 BY OTHERS DUCTILE IRON SERVICE PIPE SCALE: N.T.S. *OR KSI THREADED TYPE A BLOCKING FOR REQUIRED BEARING AREAS & DIMENSIONS SIZE AND 11' & 22' VERT BENDS FOR CONCRETE THRUST BLOCKS EDMENT DEPTH e c� rn PIPE TEE (see note 5) 90' (j) BEND 45' (� BEND 22-� (j) BEND 11-k (� BENDPER TABLE Z m $ }may SIZE Dimen. Dimen. Dimen. Dimen. Dimen.DUCTILE $ N r^ (IN.) AREA AREA AREA AREA AREAIRON PIPE Z JW..w sq.ft. D x L sq.ft. D x L sq.ft. D x L sq.ft. D x L sq.ft.D x LTY CONCRETE W Fo c �g� 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5x 2.0 1.2 1.0 x 1.5 0.6 1.5 x 1.5 THRUST BLOCK X C.Y. MIN L z u o c 8 1 5.7 2.0 x 3.0 8.0 1 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 VERTICAL BEND 11-1/4' 28 3.0 " 1.6 10&12 12.7 3.5x3.5 18.0 4.0x4.5 9.7 2.5x4.0 5.0 2.0x2.5 2.5 1.5x2.0 A 8 3 4PIPE 22-1/2' 55 3.8 1 16 1 50.0 6.0x8.5 50.0 6.0x8.5 27.0 5.0x5.5 1 13.8 3.5x4.0 6.9 2.5x3.0 SIZE 11-1/4' 42 3.5 24 72.0 8.0x9.0 72.0 8.0x9.0 39.0 5.0x8.0 20.0 4.0x5.0 10.0 3.0x3.5 L_ N " 10 22-1/2' 83 4.4 3/4 1.6 NOTES: 11-1/4" 60 3.9 3/4" 1.6 PS 12" 22-1/2' 118 4.9 7/8 2.2 1. FOR REQUIRED BEARING AREA DIMENSIONS D & L SEE TABLE. DIMENSIONS OF D & L LENGTH L I I A 13000 3000 THRUST OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A j�-�j BLOCK 11-1/4' 104 4.7 7/8' 2.2 BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. TEE t6" 22-1/2' 205 5.9 1-1/8" 3.7 2. CONCRETE NOT TO OVERLAP ANY JOINT. 11-1/4' 229 6.1 1' 2.9 PIPE 24N 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY SIZE 22-1/2' 450 7.7 1-3/8" 5,7 OF THE JOINTING HARDWARE. ' A TYPE B BLOCKING FOR 45' 4. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V = LD (W+ID)-ID VERTICAL BENDS WHERE: 81 3000 PS r^ z V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET LENGTH L I '"AI THRUST w B W D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET f -'I W IzCIO en P z $ ID = INSIDE DIAMETER OF PIPE IN FEET BEND BLOCK 9S 15 �5 $ m 5. VALUES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. ih c 41 E4 UNDISTURBED W z c g c � 6. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150 PSI WORKING ROCK OR EARTH PRESSURE PLUS 50% (75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL WIDTH AS READ. INTERNAL PRESSURE. NORMAL PIPE DIAMETER USED. - 8" 102 4.7 10" 154 5.4 3/4" 1.6 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 LBS. PER SQUARE FOOT FOR SAND. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, 12" 218 6.0 BEARING AREAS MAY BE MODIFIED BY THE ENGINEER. 16" 378 7.2 1-1/8" 3.7 8. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES D=DEPTH 24" 832 9.4 1-3/8" 5.7 OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL STANDARD AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS. SECTION A -A 1THRUST BLOCK ALL AS REQUIRED BY THE ENGINEER. SCALE: N.T.S. CAST IRON COVER MARKED "WATER", OPEN LEFT ARROW, AND "OPEN" FFINISHED GRADE IN FINISHED GRADE IN PAVED AREAS 1" LANDSCAPED AREAS 6"TOPSOIL VALVE BOX (TELESCOPIC PATTERN) 3/4" NPT TEST Z PLUG 6" MUELLER R/W SIDEBAR LUG GATE VALVE (SEE NOTE 1) S.S. TAPPING BUTT FUSED MJ SLEEVE, SEE ADAPTER, FULLY PLANS FOR RESTRAINED SIZING WATER EXISTING MAIN WATER MAIN :: CRUSHED STONE 12" X 12" 3,000 PSI PIPE BEDDING, TYP. CONCRETE BEARING BLOCK (SEE NOTE 7) 6" THICK MIN. NOTES: 1. PROVIDE TAPPING SLEEVE, GATE VALVE, AND VALVE BOX WITH MAKE AND MODEL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 2. PROVIDE CONTINUOUS AWG NO. 11 STAINLESS STEEL TRACER WIRE, AS SPECIFIED. 3. SET TOPS OF VALVE BOXES FLUSH WITH GRADE IN PAVED AREAS AND 1" ABOVE GRADE IN GRASSED AREAS. 4. SET WATER VALVE OPENING DIRECTION PER CLIENT PREFERENCE. PROVIDE A 2" OPERATING NUT AND STAINLESS STEEL HARDWARE. 5. PERFORM WET TAP OF WATER MAIN UNDER THE SUPERVISION OF THE ENGINEER, AND THE FACILITY HAVING JURISDICTION. 6. SELECT TAPPING SLEEVE TO FIT EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER. 7. THRUST BLOCKING IS REQUIRED WHERE THE BRANCH OF THE TAPPING SLEEVE DOES NOT HAVE RESTRAINED JOINTS. 8. PROVIDE 3' MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS. TAPPING SLEEVE AND VALVE SCALE: NTS fR AN-OUT WITH EW-IN PLUG GRASS 45' ELBOW w it WYE O 45' ELBOW ti WYE FLOW OW FLOW IN LINE AT BEND �O NOTES: 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-35. 2. TO BE USED FOR GRAVITY PORTION OF SANITARY SYSTEM AS WELL AS THE SANITARY ROOF DRAINAGE SYSTEM. CLEAN OUT - NON TRAFFIC AREAS SCALE: N.T.S. SHALLOW CAST IRON VALVE BOX. COVER MARKED "SEWER". 18" COIL WITH CONNECTOR AT BARE END OF WIRE LO III I II II cZ II hl II hl II �I II ql JI Il FLOW _l 1 CONCRETE COLLAR, 3,000 PSI IN UNPAVED AREAS. FINISHED GRADE IN LANDSCAPED AREAS io r NCH BACKFlLL ERIAL -CURB BOX (EXTENSION TYPE WITH ARCH PATTERN BASE, & STATIONARY ROD WITH A MALLEABLE IRON FORK & COPPER PIN) BOXES AS MANUFACTURED BY E/ONE OR EQUAL. TRACER WIRE SPLICE HDPE SEWER PIPE, DR11 SOLID CONCRETE BLOCK OR TRACER WIRE C.I. FOOT PIECE AS REQUIRED - CURB STOP SHALL BE E/ONE a 6" MIN. STAINLESS STEEL WITH INTEGRAL CHECK VALVE OR APPROVED PIPE BEDDING MATERIAL EQUIVALENT ,SANITARY FORCE MAIN CU RB STOP SCALE: N.T.S. PROPERTY LINE, R.O.W., OR EASEMENT LIMIT EXIST. AND/OR FINISHED GRADE SQUARE CUT VISIBLE PLUMB 2"x4" LOCATION o i W MARKER AT END OF LATERAL w z - END CAP FOR FUTURE rx w p CONNECTION W f5 �- SEE NOTE 1 (TYP.) Cr Cr X 2% AND VARIES, 1% MIN. GRADE N a 2 (1/4" PER FOOT) (SEE NOTE 2) ---� pw w it 45' SEWER MAIN PIPE BEDDING (TYP.) SEE DETAIL 1/C-501 SECTION A -A 3 45' BEND p 6" SEWER SEWER MAIN LATERAL (TYP-) OPTIONAL TEE WHEN _y ji I SPECIFIED OR ALLOWED BY ENGINEER PROPERTY LINE, - R.O.W., OR EASEMENT LIMIT TYP. NOTES: SEWER LATERALS SHALL BE THE SAME MATERIAL 1. OPTIMUM ANGLE IS 45. THE AS SEWER MAINS UNLESS ENGINEER MAY CALL FOR OTHERWISE APPROVED BY OTHER ANGLES TO SUIT JOB H TE ENGINEER. CONDITIONS. 45" I'M PLUMB 2"x4" LOCATION 2. THE CONTRACTOR SHALL BE MARKER AT END OF RESPONSIBLE FOR INSTALLING LATERAL (TYP.) A THE SEWER LATERAL AS � A � CONFIGURED AT THE MINIMUM �- SLOPE OR STEEPER, AND FOR ESTABLISHING THE ELEVATION 3 45' BEND AT THE POINT OF THE p 0 7 CONNECTION. IF EXISTING END CAP FOR UTILITIES OR OTHER FEATURES FUTURE CONNECTION PREVENT INSTALLATION IN THAT MANNER. THE ENGINEER SHALL PLAN BE CONSULTED PRIOR TO INSTALLATION. STANDARD SEWER SERVICE CONNECTION SCALE: N.T.S. PROPERTY LINE/ FINISHED GRADE ROW LINE NOTE: CURB BOX WITH CAP HDPE / POLY PIPE REQUIRES THE LABELED, "SEWER", TYP. USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK #10 STAINLESS STEEL JOINT / COMPRESSION HDD TRACER WIRE, TYP � CONNECTIONS. CONCRETE BLOCK 4"X8"X16", ON 6' MIN BEDDING STONE, TYP 1 1" DR11 LATERAL BRASS PACK JOINT COUPLING X 1 r M.I.P.T. FOR 1 J" DIA TO 2 1" DIA MAIN LINE, USE DUCTILE IRON TAPPED SERVICE 141 TEE BY HARCO CORP (PVC). FOR 3" AND LARGER DIA. MAIN LINE, USE FLOW M.J.D.I. TAPPED TEE (PVC), FRIALEN VA ELECTRO-FUSION SADDLE (PE) 10' AND BRASS ADAPTER BUSHING AS NECESSARY. CURB BOX WITH CAP - LABELED, "SEWER", TYP. Z STAINLESS STEEL CURB STOP EXTENSION ROD, 18" o MIN, TYP. BRASS OR STAINLESS STEEL ADAPTER/ COUPLING PACK JOINT COUPLING_\ MATERIAL, WATER WORKS BRASS, 1 :r MNPT 11 WITHIN 5't FROM PUMP CONNECT TO PUMP - DISCHARGE (1;" F.I.P.T.) BRASS OR STAINLESS STEEL ADAPTER/ COUPLING PACK JOINT COUPLING MATERIAL, WATER WORKS BRASS, 1 ill MNPT 1 r DR11 1 j" MIN. I.D. HDPE LATERAL 200 PSI (MIN) DR-11 (IPS) STAINLESS STEEL VALVE CURB STOP WITH OR APPROVED EQUAL, NOTE: FEMALE PIPE THREADS AND VALVE POSITION INSTALL WITH HORIZONTAL SLACK STOPS (OPEN/CLOSED) WITH INTEGRAL CHECK PACK JOINT COUPLING MATERIAL, VALVE BY E/ONE SEWER SYSTEMS WATER WORKS BRASS, 1 }" MNPT LOWER PRESSURE SEWER LATERAL SCALE: N.T.S. REQUIRED BEARING AREAS - B(SQFT) FOR BEARING BLOCKS* PIPE SIZE (INCHES) TEE 90' BEND m 22-1/2' BEND 11-1/4' BEND 3 2.0 2.6 1.5 0.8 0.4 4 2.0 2.8 1.5 0.8 0.4 6 4.2 5.9 3.2 1.6 0.8 8 7.2 10.1 5.5 2.8 1.4 10 10.9 15.4 8.3 4.2 2.1 12 15.4 21.8 11.81 6.0 3.0 14 20.6 29.1 15.8 8.0 4.0 16 26.8 37.9 20.5 10.4 5.2 18 33.6 47.5 25.7 13.1 6.6 20 41.2 58.2 31.5 16.1 8.1 24 58.8 83.1 45.0 22.9 11.5 PIPE SIZE *FACTOR OF SAFETY=1.5 SOIL BEARING OF 3,000 *BEARING AREA 3000 PSI PSF 225 PSI DESIGN (B) - bxh CONCRETE PRESSURE f- THRUST NOTES: BLOCK BEND 1. THRUST BLOCKS FOR SANITARY FORCE MAIN SHALL BE USED FOR ALL FIELD BENDS. 2. CONCRETE SHALL NOT TO OVERLAP ANY JOINT. 3. THRUST BLOCKS SHALL BE CONFIGURED IN A MANNER THAT DOES NOT INTERFERE WITH REMOVAL OR INSTALLATION OF ANY JOINTING COMPONENTS. 4. FOR REDUCERS, USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. 5. BEARING SURFACE SHALL, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. WHERE THAT IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 6. BLOCK HEIGHT (h) SHALL BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK, (HT), BUT NOT LESS THAN THE PIPE DIAMETER (D). 7. BLOCK HEIGHT (h) SHALL BE ESTABLISHED SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. 8. VALUES FOR TEES APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 9. REQUIRED BEARING AREAS ARE DEVELOPED TO RESIST THRUSTS RESULTING FROM 150 PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. REQUIRED BEARING AREAS ARE BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. IN RESPONSE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS REQUIRED MAY BE MODIFIED BY THE ENGINEER. BEARING STRENGTH 10. IN MUCK, PEAT, OR RECENTLY PLACED FILL, ALL THRUSTS SHALL BE SOIL SB (LB/SQ FT) RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY MUCK 0 REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH SOFT CLAY 11000 BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS; ALL SILT 1,500 AS REQUIRED BY THE ENGINEER. SANDY SILT 3,000 SAND 4,000 11. CONCRETE THRUST BLOCK SHALL BE USED ONLY AS ALLOWED BY SANDY CLAY 6,000 THE PROJECT PLANS AND/OR SPECIFICATION. (IF RESTRAINED JOINT HARD CLAY 9,000 PIPE IS TO BE USED SEE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION REQUIREMENTS.) SANITARY SEWER FORCE MAIN THRUST BLOCK J SCALE: N.T.S. 4'-6" MIN. SARATOGA STD. MUELLER SUPER CENTURION A-423 WITH 4" STOR Z CONNECTION (SEE NOTE 2) BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX. 8" ABOVE F.G. HYDRANTS SHALL HAVE A MINIMUM CLEARANCE OF 3'0" FROM BOLLARDS, WALLS, UTILITY POLES AND OTHER OBSTRUCTIONS. POLYETHELENE OR I BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A DRAIN 2'-6" MIN. PREFEERED PREFERRED AS FAR AS POSSIBLE AS CLOSE 2'-6" PREFERRED MIN. AS POSSIBLE 1'-6ll V-0" MAX. FLUSH WITH b PAVEMENT OR 1" REVEAL IN TURF AREAS CURB FINISHED GRADE o T'' W Of O d• bbt �•. m VALVE BOX 6" M.J. R.W. W - (TELESCOPIC 0 GATE VALVE o _ I PATTERN) 3/4" TIE -ROD FOR (SARATOGA Q STD. - z Uj RESTRAINT MUELLER Uj > AWWA [THRUST (ONE EACH SIDE) OR RETAINER GLAND NOTEg3) o A.O.B.E. SEE DETAIL W-4 TIE ROD ° ° 1/3-2/3 HINGED ALUMINUM LOCKABLE MUSHROOM VENT - (FACTORY DRILLED FIELD INSTALLED) ELECTRICAL QUICK DISCONNECT (EQD) LIFTING ROPE (NYLON) H' INLET GROMMET EPDM (FIELD INSTALLED}, `- PROPERLY COMPACT STONE BENEATH PIPE 12" � INLET MIN LOCATION 36" - ANTI SIPHON I CHECK VALVE NOTES: 1. GRINDER PUMP MUST BE AT LEAST 10 FEET FROM FOUNDATION. 2. ALL COMPRESSION FITTINGS WILL BE BRASS OR STAINLESS STEEL OR APPROVED EQUAL. 3. ALL CURB STOP EXTENSION RODS SHALL BE STAINLESS STEEL. 4. HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. 5. STAINLESS STEEL, BRASS OR FUSED DRESSER COUPLINGS TO BE USED WHERE EXISTING LINE IS CUT FOR TEE. 6. ALL FORCEMAIN SANITARY SEWER LINES SHALL BE AT A DEPTH OF 5' OR GREATER. IF LESS THAN 5' LINE SHALL BE INSULATED (SEE SARATOGA CO SEWER DISTRICT NO. 1 TRENCH DETAIL). 7. WHEN CONNECTING TO EXISTING FORCEMAIN, CURB STOP MUST BE PLACED AS CLOSE AS POSSIBLE TO EXISTING FORCEMAIN NO OUTSIDE OF PAVEMENT WITH VALVE BOX. 8. TIE-IN SADDLE TO BE STAINLESS STEEL BANDED TAPPING SLEEVE, BANDED REPAIR SERVICE SADDLE, FULL CIRCLE REPAIR CLAMP FOR TAPPING BY SMITH BLAIR, PIPE FUSING, OR APPROVED EQUAL. 9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. sfl�! elf �l �Y r�Tu. \�'t+ 2r�►Y�`�2� FIBERGLASS SEMI-POSITIVEFOUR - D- D-MOTOR • STATION NOTE: 1. AN E/ONE REPRESENTATIVE SHALL CHECK OUT INSTALLATION PRIOR TO AND DURING STATION TESTING. E/ONE EQUALIZER STATION TO BE USED WITH AN E/ONE QUAD PANEL, QUAD PROTECT PLUS OR QUAD T260 NOTE: - 4" & 6' INLETS ARE EDPM GROMMETS - 8" DWV INLET IS A CAST IRON CAULKING HUB - 8" DR35 INLET IS A CAST IRON CAULKING HUB AND A FERNCO FITTING BULKHEAD \ (FACTORY INSTALLED) CABLE CONNECTOR (FIELD INSTALLED) SUPPLY CABLE "COD" 6 CONDUCTOR, TYPE TC DIRECT BURY FLEXIBLE DISCHARGE HOSE -DISCHARGE SLIDE FACE QUICK DISCONNECT QUAD DISCHARGE MANIFOLD (316 SS) 12" FEMALE NPT ALARM (FACTORY INSTALLED) ON , 30 -�- i 308 gal 17" 13" 209 gal 160 gal VOLUMES SHOWN ARE FOR 060" COMPACTED CRUSHED STONE, MIX OF NO. 1 AND 2 STONE TO SPRING LINE OF HIGHEST PIPE �-UNDISTURBED SUBGRADE ANTI -FLOTATION COLLAR STATION DIA. STATION STATION STATION NET NET CONCRETE CONCRETE CONCRETE MODEL TYPE MATERIAL (IN) HEIGHT WEIGHT VOL. BUOYANT BALLAST DIA. (in.) VOL. (CF) WEIGHT (IN.) (lb.) (CF) FORCE (Ib.) FORCE (Ib.) (Ib.) 96x60 QUAD FIBERGLASS 60 96 947 157.08 8854 9233 81 13.5 2018.7 PAINT SCHEDULE: COLOR OF SIZE OF BONNET AND COLOR OF MAIN CONNECTOR COVERS BARREL E-ONE W SERIES QUAD GRINDER PUMP 4" RED YELLOW 6" BLUE YELLOW SCALE: N.T.S. 8" GREEN, FOREST YELLOW TERMINAL BLOCKS loll 12" BROWN YELLOW GRAY, BATTLESHIP YELLOW LOCATOR 15wx15" CONCRETE COLLAR, 14" GREEN, LIGHT YELLOW 3,000 PSI IN UNPAVED AREAS 16" ORANGE YELLOW STATION GRASS 20" 24" BLACK YELLOW YELLOW YELLOW NOTE: LOCATE STATION N OVER PIPE AND OUTSIDE NOTES: r '- OF EXISTING OR PROPOSED PAVEMENT 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT 2i o a " COIL WITH 18 SLACK INTERRUPTED TO MORE THAN TWO HYDRANTS o AT ANY GIVEN TIME. _ � 2 1/2" DIA. PIPE O I � 2. HYDRANTS SHALL BE MUELLER SUPER c CENTURION A-423. THEY SHALL MEET THE s s;: .. . -' _"::;> 12" SQ. SOLID o LOCATOR STANDARDS OF MUELLER *SARATOGA PRECAST STATION MAIN HYDRANT" HAVING 5-1/4" VALVE OPENING, TRACER WIRE L CONCRETE BEARING PIPE CONDUIT TWO 2-1/2" HOSE NOZZLES WITH NATIONAL I ° STANDARD THREADS, AND ONE 4" STORTZ - - BLOCK MIN 4" CONNECTED TO ° = " THICK o LOCATOR CONCRETE THRUST ° ° QUICK -RELEASE CONNECTION. ALL HYDRANTS BLOCK. 3,000 p.s.t. ��/� /� SHALL HAVE 6 MECHANICAL JOINT INLET STATION (NOT REQ'D IF R.G. /' /r\y /'/'/� �/ CONNECTIONS, A 7/8" SQUARE SHAPED Approved under the uttlority OR TIE RODS ARE �',, BEDDING, PIPE ZONE M J. CONCRETE THRUST STRAP PIPE CONDUIT USED BACKFlLL TYPICAL TO ANCHORING BLOCK. 3,000 P.s.i. OPERATING NUT -OPEN RIGHT. ALL of a r So9 tion adopted UNDERGROUND/ 3 TO INSIDE MANHOLE \ T TRENCH DETAIL REQ'D. TEE HYDRANTS SHALL MEET ALL AWWA /FLUSH MOUNTED (TYP') SPECIFICATIONS FOR 150 PSI WORKING Z 8 L by the N WALL W/ 20 GA.x1" NOTES (CONT.): PRESSURE AND 300 PSI TEST PRESSURE. (d e) a o S.S. STRAPS AND 2-1 4" S.S. ANCHORS, ~Ing Soar oft e City of Saratoga Springs. / 3. ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 SPI WORI&111' ` WASHERS AND NUTS PRESSURE, NON -RISING STEM, WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE TRACER DIRECTION OF OPENING. halrm WIRE 4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER, AND OTHER PROVE FEEDS. -52.3 L 1" PIPE SLEEVE (date s' ne THROUGH MANHOLE INSIDE STRUCTURE WALL 1HYDRANT LOCATOR STATION SCALE: N.T.S. SCALE: N.T.S. SUBMITTAL / REVISIONS �OF Hwy �4� tip' P14 r N @ U r x ti FxcELS'o� w �74751 `v �OFESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d P.C.ESIGNED Land Surveying.. I- 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=501 File Name: F:\MJ1583\MJ1583.01.182 Excelsior Avenue\MJ1583.01_C-500.dwg (Layout: C-501 ) data• Fri Anr 7R gngA - 19•9R PRA (Names• nhnr7Al STORM SEWER PIPE (SEE-\ PLANS FOR INVERTS, DIA. AND LOCATION) FIRST COUPLER TO BE 18" MIN FROM WALL OR BE ENCASED IN PLOWABLE FILL / 5'-0" DIA. MIN STORM u STORM SEWER TO MANHOLE OR AS EXTEND INTO SPECIFIED ON PLANS MANHOLE, MAX OF 2" 30" DIA ROUND FRAME AND COVER MODEL 1322A BY E.J.,, , CO. (REFER TO PLANS FOR RIM ELEVATION) CORED OR FORMED 30" DIA ROUND FRAME AND OPENING FILLED WITH NON -SHRINK GROUT. COVER MODEL 1322A BY E.J. CO. (REFER TO PLANS FOR --- �d RIM ELEVATION) d ° NON -SHRINK GROUT MORTAR MANHOLE FRAME TO BE PLAN FINISHED SURFACE GRADE (REFER TO PLANS) SET IN PORTLAND CEMENT MORTAR. GRADE RINGS USED TO ADJUST COVER TO REQUIRED ELEVATIONQD - e: r OPENING SIZE PRECAST TOP EQUAL TO GRATE ° SLAB (ASTM C-478) OR COVER SPECIFIED 1 1 /2" BUM ROPE AS PRIMARY JOINT SEALER UNDERDRAIN PRECAST CONCRETE RISER CONNECTION (WHEN(ASTM C-478) AND WHERE SHOWN COMPACTED SELECT FILL ON PLANS) ° 6w a TO BOTTOM OF PAVEMENT SUBGRADE MIN ¢ MIN : ° 5'-0" DIA MIN CORED OR FORMED POLYPROPYLENE d OR AS SPECIFIED ON ° OPENING FILLED WITH MANHOLE STEPS a PLANS NON SHRINK GROUT. A INSIDE AND OUT OVER PPLY WATERPROOFING GROUTED OPENING. PRECAST CONCRETE EXTEND WATER PROOFING MANHOLE (ASTM 12 INCHES BEYOND CORE. C-478) -\ 12" IN, COMPACTED CRUSHED e a STONE, MIX OF NO. 1 _ 2 AND 2 STONE TO - N PROPERLY COMPACT SPRING LINE OF ° 4 STONE BENEATH PIPE HIGHEST PIPE d ° a ° ° ° $o UNDISTURBED ®i a i- -SUBGRADE SECTION NOTES: 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 2. MANHOLE SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE MANHOLE LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER CLEAR OPENING DIMENSION. 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 6. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 7. SUMPS SHALL BE 12". 8. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES DEPTH GREATER THAT 7 FEET. STORM SEWER MANHOLE SCALE: N.T.S. HINGED GRATE COVER FOR EASY ACCESS I I 260� o M in 13 1/2" 1/2" C= O O = C= C= �® := C=) STORM SEWER (TYP.) SEE PLANS FOR SIZE AND INVERT NOTES: 1. CASTINGS RATED STANDARD HS20-44 LOADING 2. MATERIAL SHALL CONFORM TO ASTM A48-CLASS 30B 3. PAINT: CASTINGS TO BE FURNISHED WITH A BLACK PAINT 4. DRAIN BASIN BY NYLOPLAST OR APPROVED EQUIVALENT 5. DRAIN AREA = 62.7 SO. INCH PVC AREA DRAIN SCALE: N.T.S. - IRON IRON HS20-44 :D GRATE PN#1299CGS IYLOPLAST-ADS OR 20VED EQUIVALENT INISHED GRADE 3ACKFILL ;TRUCTURE WITH ;ELECTED FILL ., AYSDOT NO. 2 CRUSHED STONE BEDDING STORM SEWER PIPE (SEE -\ PLANS FOR INVERTS, DIA. AND LOCATION) FIRST COUPLER TO BE 18" MIN FROM WALL OR BE ENCASED IN FLOWABLE FILL ..III FRAME/GRATE: E.J. CO. MODEL V4880 ASSEMBLY. MUST SPECIFY GRATE TO BE ADA, BIKE SAFE OR STANDARD PLAN STORM SEWER TO EXTEND INTO MANHOLE, MAX OF 2" CORED OR FORMED OPENING FILLED WITH NON -SHRINK GROUT. FRAME/GRATE: E.J. CO. MODEL V4880 ASSEMBLY. MUST SPECIFY GRATE TO BE ADA, BIKE SAFE OR FINISHED SURFACE GRADE STANDARD (REFER TO PLANS) NON -SHRINK GROUT MORTAR MANHOLE FRAME TO BE ° PRECAST TOP ° SET IN PORTLAND CEMENT d SLAB, OPENING MORTAR. GRADE RINGS SIZE EQUAL TO USED TO ADJUST COVER GRATE OR COVER TO REQUIRED ELEVATION a �~ - SPECIFIED UNDERDRAIN CONNECTION___:_. ° l�IKI,: (WHEN AND WHERE CORED OR FORMED SHOWN ON PLANS) C OPENING FILLED WITH COMPACTED SELECT ` ° NON -SHRINK GROUT. FILL TO BOTTOM OF - " APPLY WATERPROOFING 30 X30 MIN PAVEMENT SUBGRADE INSIDE AND OUT OVER PRECAST CONCRETE ;; OR AS SPECIFIED ON GROUTED OPENING. PLANS ° ® MANHOLE (ASTM EXTEND WATER PROOFING 12 INCHES BEYOND CORE. • • • ��� ..�/ sir. 61 f •rl� sraffim. SECTION NOTES: 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE CATCH BASIN LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND GRATE CLEAR OPENING DIMENSION. 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 6. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 7. SUMPS SHALL BE 12". STORM CATCH BASIN (SQUARE) - PRECAST SCALE: N.T.S. FINISH GRADE EXISTING FRAME AND GRATE REUSE OR REPLACE EXISTING OR MANHOLE COVER FRAME AND GRATE OR MANHOLE CLASS "A" CONCRETE COVER AS DIRECTED BY PLANS LIMIT FOR REMOVAL OF-/ i SEE NOTE 5 EXISTING STRUCTURE ! NOTES: 1. ALL CAST -IN -PLACE CONCRETE TO BE CLASS "A." 2. DRILL AND GROUT #4 BAR DOWELS 12" C-C WITH 6" MIN. EMBEDMENT INTO OLD SURFACES AND NEW CONCRETE. ALL EXISTING CONCRETE SURFACES THAT WILL BE IN CONTACT WITH NEW CONCRETE SHALL BE COATED WITH EPDXY POLYSULFIDE GROUT PER NYSDOT STANDARD SPECIFICATION 721.03. 3. PAYMENT FOR EXCAVATION, PARTIAL STRUCTURE EXCAVATION, CONCRETE GROUT, AND UNCOATED REINFORCING BARS REQUIRED FOR THE ALTERATION OF THE EXISTING STRUCTURES SHALL BE INCLUDED IN THE APPROPRIATE ALTERATION ITEM FOR EACH STRUCTURE. 4. ALL EXISTING MORTAR AND MASONRY ADJUSTMENTS SHALL BE REMOVED PRIOR TO INSTALL CONCRETE ADJUSTMENT RINGS. 5. WHEN THE DEPTH OF THE ALTERATION IS MORE THAN 33", AND WHEN SOUND EXISTING CONCRETE IS ENCOUNTERED, 12" #4 BARS AT 12# C-C SHALL BE DRILLED AND GROUTED. 6. IF A DRAINAGE STRUCTURE IS SEVERELY DETERIORATED, THE ENTIRE STRUCTURE MAY REQUIRE REPLACEMENT WITH A PRECAST CONCRETE UNIT, ONLY AS APPROVED BY THE ENGINEER. BRAISE EXISTING DRAINAGE STRUCTURE SCALE: N.T.S. M PARKING PAVING NO. 2 CLEAN CRUSHED STONE FILLING MIRAFI 160N NON -WOVEN SEPARATION FABRIC OR APPROVED EQUIVALENT 177 777-- GRAVEL DIAPHRAGM SCALE: N.T.S. 2'-Ow CLEAN -OUT WITH SCREW -IN PLUG OR EQUAL CLASS "A" CONCRETE GRASSED AREA IN ACCORDANCE WITH PLANS AND RETAILS 45* ELBOW WYE MANHOLE NEENAH MANHOLE ASSEMBLY CATALOG NO. R-7506-E FRAME AND BOLTED LID OR APPROVED EQUAL FCONCRETE/ASPHALT PAVEMENTIN ACCORDANCE WITH PLANS AND DETAILS z 0 F w a -MAINTAIN FULL SIDEWALK SUBBASE THICKNESS UNDER CONCRETE/ASPHALT ♦ 45' ELBOW O ,i AT BEND WYE­, NOTE: 1. PIPE FITTINGS TO BE ASTM D-3034 SDR-35 PVC. STORM SEWER CLEANOUT SCALE: N.T.S. IN LINE EXTERIOR BUILDING WALL 4" x 3" METAL DOWNSPOUT, SIZE TO BE CONFIRMED IN FIELD 4 DOWNSPOUT BOOT WITH"X3"X12" CAST IRON INTEGRAL MOUNTING STRAP ZURN 192 OR APPROVED EQUAL 4"X6" ADAPTER 5'-0" FIN.GRADE -SEE MIN. PLANS FOR SURFACE EXTERIOR BUILDING WALL 5'-0" MIN. 6" PVC 45* BEND 6" HDPE PIPE, LAID AT SLOPE / SPECIFIED ON DOWNSPOUT, PLANS SIZE TO BE CONFIRMED 6" PVC 6" PVC IN FIELD 90* BEND 45* BEND SECTION PLAN BUILDING LEADER ROOF CONNECTION J SCALE: N.T.S. CAST IRON SECURING STRAP O O 11 U_ (TYP) 2" CLEANOUT ( NOTE: ACCESS -CA I I 1. CLEANOUT ACCESS VARIES. (WHEN REFERENCE "F" DIMENSION SPECIFIED) D IN TABLE. I 5"x4" SIZE FIGURE # C D E F 1786-24 2" 1" 7 5/8" 9" 1786-36 3" 1" 7 5/8" 9" DOWNSPOUT BOOT SCALE: N.T.S. DOWNSPOUT -REFER TO EXTERIOR - ARCHITECTURAL PLANS FOR BUILDING EXACT LOCATION AND QUANTITY WALL °.a 24" PRECAST CONCRETE ° a a = SPLASH BLOCK CENTERED N ON DOWNSPOUT e Q a ° / a' ° (-LANDSCAPE METAL EDGE EXTERIOR 24" BUILDING PLAN II III = WALL II DOWNSPOUT -REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITY = BUILDING iv FLOOR ELBOW 24" PRECAST CONCRETE SPLASH ELEVATION BLOCK CENTERED ON DOWNSPOUT FINISH GRADE (SEE PLANS) arw g f ° SLOPES AWAY FROM BUILDING a SECTION BUILDING DOWNSPOUT (DAYLIGHTED SCALE: N.T.S. STORM SEWER PIPE (SEE PLANS FOR INVERTS, DIA. 48" DIA. MIN AND LOCATION) FIRST STORM MANHOLE, COUPLER TO BE 18" MIN SEE PLANS FROM WALL OR BE pp40Dp ENCASED IN FLOWABLE FILL FRAME AND GRATE, SEE NOTE 2 p�0- CORED OR FORMED OPENING FILLED WITH NON -SHRINK GROUT FRAME AND GRATE, SEE ° NOTE 2 NON -SHRINK GROUT PLAN MORTAR MANHOLE FRAME TO BE ao SET IN PORTLAND CEMENT aa110�� MORTAR. GRADE RINGS USED TO ADJUST COVER TO REQUIRED ELEVATION: a REFER TO DETENTION f A. POND DETAIL FOR 6" MIN MATERIAL 48" MIN, PRECAST CONCRETE'..'_:.:_ SEE PLANS STRUCTURE, SEE NOTE 1<,:;::-:: ° 5" MJN4 r MIN.` Ott UMPUL irna ancr-i N PROPERLY COMPACT ° STONE BENEATH PIPE COMPACTED CRUSHED ° ° ° ° STONE, MIX OF N0. 1 AND ` a CORED OR FORMED 2 STONE TO SPRING LINE :I 11 OPENING FILLED WITH OF HIGHEST PIPE - z I I=_ NON -SHRINK GROUT. APPLY WATERPROOFING (=) I i= INSIDE AND OUT OVER UNDISTURBED GROUTED OPENING. SUBGRADE EXTEND WATER PROOFING SECTION 12" BEYOND CORE. NOTES: 1. ALL PRECAST CONSTRUCTION SHALL BE IN ACCORDANCE W/ASTM C890, AND DESIGNED FOR H-20 VEHICULAR LOADING. 2. FRAME AND GRATE SHALL BE EJ CO. MODEL 1040 02/104OZ OR APPROVED EQUAL, DESIGNED FOR H-20 LOADING. 3. PRECAST CONCRETE TOP SLAB CLEAR OPENING DIAMETER MUST BE EQUAL TO OR GREATER THAN FRAME AND GRATE CLEAR OPENING DIAMETER. 4. STRUCTURES HAVING A DEPTH GREATER THAN 60" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 5. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 6. SUMPS SHALL BE 12". 10UTLET STRUCTURE (BEEHIVE) V SCALE: N.T.S. MANHOLE STEP DIMENSIONS MANUFACTURER PATTERN "A" STEP "B" LEG "C" RUNG "D" "E" RUNG NUMBER WIDTH LENGTH CLEAR EMBEDMENT CLEAR M.A. INDUSTRIES. INC.* PS2-PF 14-3/4" 9-1/4" 13-3/4" 3-3/8" 5-7/8' M.A. INDUSTRIES, INC. PS2-PFS 14 -3/4" 8-1/4" 13"-3/4" 3-3/8" 4-7/8" *OR APPROVED EQUAL _ 1/2" GRADE 60 STEEL m REINFORCEMENT _ W "Cw SECTION NOTES: 1. CAST IN PLACE OR PRESS FIT STEPS ARE ACCEPTABLE. 2. MANHOLE STEP DESIGN AND INSTALLATION SHALL COMPLY WITH ALL OSHA REGULATIONS. COPOLYMER POLYPROPYLENE MANHOLE STEP SCALE: N.T.S. BUILDING EXTERIOR (-ROOF DOWNSPOUT REFER TO PLAN FOR LOCATION 2" -3" DEPTH OF J"-1" CRUSHED STONE. INSTALL ON TOP OF A LAYER OF LANDSCAPE FABRIC 'X X�'W'`'\`-SURROUNDING LANDSCAPE EXISTING STEEL EDGING SOIL SECTION DOWNSPOUT SPLASH AREA SCALE: N.T.S. CONTRACTOR FRAME AND COVER TO GROUT TO GRADE (DIAMETER VARIES) FINISHED GRADE RINGS/RISERS N.T.S. d � fN A A w L q�] a _ a oI - P PTLET INLET PIPE �j PERMANENT (MULTIPLE INLET in POOL ELEV. PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN 00 I d d - co a 2' 4" .. Q, (711 MM) .02 SOLIDS STORAGE SUMP d a d SECTION VIEW NOTES: 1. FRAME, COVER AND STRUCTURE SHALL BE DESIGNED TO WITHSTAND H-20 LOADING AND 25X IMPACT. 2. ALL PRECAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM-C478. 3. REFER TO PLAN FOR INLET AND OUTLET PIPE CONFIGURATION. STRUCTURE TABLE: WATER QUALITY UNIT NO. MODEL FLOW RATE (CFS) GRATE/COVER WQU1 CDS2020 1.10 CFS COVER HYDRODYNAMIC SEPARATOR WQU BIORETENTION SYSTEMS SCALE: N.T.S. Approved under the authority of a re on opted -2' L by the (dat Plannin o the Gity�togaSprings. Ch irman S z3 _ (d -te sigr d) SUBMITTAL / REVISIONS 01F P wy r�`SQ+��'� 9 1 xQ' 9� U cn r ` - Fx El5t0R 0 75 "Pti FESSI� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL ■ SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=502 File Name: FAMJ1583\MJ1583.01 182 Excelsior Avenue\MJ 1583. 01 -C-500.dwg (Layout: C-502 ) data. Fri Anr 9A )n9A - 1 T77 PM (Names- nhnr7al • Sim 3" MULCH LAYER--" 2 PLANTING SOIL I SAND BED - MEETING EL:- 269.25 a REQUIREMENTS OF EL:269.08 it ASTM C-33 NO. 2 CLEAN CRUSHED 00 STONE FILLING EL- 268.42 MIRAFI 16ON NON -WOVEN SEPARATION77 8" FABRIC OR APPROVED EQUIVALENT DIA PERFORATED HDPE UNDERDRAIN IMPERMEABLE DROP BOTTOM OF STONE AREA ADDITIONAL PLANTING SOIL: LINER 3" TO DIRECT FLOW TOWARDS UNDERDRAIN PLANTING SOIL MIX SHALL CONFIRM WITH NYSDOT BIORETENTION SOIL, ITEM#208.010322. NOTE: 1. REFER TO BIORETENTION LANDSCAPE PLAN DEVELOPED IN ACCORDANCE WITH SECTION 6.4.5 OF THE NYS STORMWATER MANAGEMENT DESIGN MANUAL. BIORETENTION (F-5) SECTION: POND#1 1 SCALE: N.T.S. PAVEMENT GRAVEL DIAPHRAGM SECTION TOPSOIL, SEED AND MULCH EMBED LINER INTO SIDE FOR GRASS FILTER STRIP SLOPES FOR ANCHORING 3�MAX 7 100-YR = EL: 270.6T_�10-YR = EL:270.41 1-YR = EL:270.26 EL:270.0 EL:269.75 z 3" MULCH LAYER 8 PLANTING SOIL '0 SAND BED MEETING EL 267.25 a REQUIREMENTS OF EL:267.08 IN ASTM C-33 NO. 2 CLEAN CRUSHED 0D STONE FILLING EL:266.42 MIRAFl 160N NON -WOVEN SEPARATION 8" DIA PERFORATED HDPE UNDERDRAIN FABRIC OR APPROVED EQUIVALENT IMPERMEABLE DROP BOTTOM OF STONE AREA ADDITIONAL PLANTING SOIL: LINER 3" TO DIRECT FLOW TOWARDS UNDERDRAIN PLANTING SOIL MIX SHALL CONFIRM WITH NYSDOT BIORETENTION SOIL, ITEM#208.010322. NOTE: 1. REFER TO BIORETENTION LANDSCAPE PLAN DEVELOPED IN ACCORDANCE WITH SECTION 6.4.5 OF THE NYS STORMWATER MANAGEMENT DESIGN MANUAL 1BIORETENTION (F-5) SECTION: POND#2 SCALE: N.T.S. 3' TOP OF BERM (REFER TO PLANS FOR ELEVATION) TOP OF WEIR (REFER TO EMBED LINER INTO SIDE ��t° PLANS FOR ELEVATION) SLOPES FOR ANCHORING 15" OF LIGHT RIPRAP PER NYSDOT STANDARD SPECIFICATION SECTION 733.21 EMBANKMENT FILL \ 3 MAX �. TO CONSTRUCT 1 = 8. y BERM MIRAFl 160N NON- WOVEN = JK SEPARATION PPROVEDNEQUIIVALENT FABRIC O\\r%�<<,: 1 MI EMBED LINER INTO SIDE SECTION SLOPES FOR ANCHORING 2*-Ow 1'T-6" 10-0" V-6" TOP OF BERM (REFER TO EARTHEN PLANS FOR ELEVATION) BERM io TOP OF WEIR (REFER TO PLANS FOR ELEVATION) T f NEMBED LINER INTO SIDE N���//>>% / r. SLOPES FOR ANCHORING, TYP. MIRAFl 160N NON WOVE SEPARATION FABRIC OR EMBANKMENT FILL TO 15" OF LIGHT RIPRAP PER NYSDOT APPROVED EQUIVALENT CONSTRUCT BERM STANDARD SPECIFICATION SECTION 733-21 SECTION 0VERFLOW WEIR 1 / SCALE: N.T.S. 36" 24" CLEAN -OUT W/ SQUARE OVERLAP SCREW -IN PLUG, 134" OR EQUAL (2) #3 BARS 3 CLEAR (TYP) ROUND COVER MODEL V1610-2 SOLID MONUMENT BOX COVER BY E.J. CO. OR APPROVED EQUAL PLAN SECTION INSPECTION PORT DETAIL SCALE: N.T.S. TRAFFIC RATED VALVE BOX BINDER AND TOP COURSE ASPHALT TO ESTABLISH FINISHED GRADE - NOT IN CONTRACT. PAVEMENT SUBBASE TO ESTABLISH INTERIM GRADE AS PART OF THIS CONTRACT. MAINTAIN FULL SUBBASE THICKNESS UNDER CONCRETE 6" DIA HDPE CLEANOUT EXTENSION )_HDPE CHAMBER COMPACTED SELECT GRANULAR STORMKEEPER SK75 PLASTIC FILL IN 12" LIFTS (MAX), TOTAL [NO, 2 WASHED CRUSHED ANGULAR DRAINAGE CHAMBER STANDARD DEPTH AS NEEDED TO TO OBTAIN STONE AROUND AND ABOVE OR APPROVED EQUIVALENT AGRADE VARIES CROSS SYSTEM rPAVEMENT SECTION GRADE REQUIRED FOR SUB -BASE CHAMBERS INSTALLED LOOSE (TYP) � 1 o 1��� O INLET 6" FEEDER INV = 266.25 � 1 O ��/ O INLET 6" FEEDER INV = 266.25 OUTLET 12" PIPE INV = 264.75 O O\ PLACE A MINIMUM OF 12.5' GEOTEXTILE 12" 51" MIN. FABRIC OVER FOUNDATION STONE FOR TYP SEPARATION/STABILIZATION AND SCOUR " PROTECTION AT ALL CHAMBER ROW () INLET UNITS SUBSURFACE STORMWATER SYSTEM - SECTION SCALE: N.T.S. i 50LF 8" HDPE O 0.5% 8" DIA. 75.00' CORRUGATED PE - 73.00' (10 ROWS) FEADER, TYP. - a0 MH#1 - - Oa TF: 273.60 INV IN: 266.25 (OS#2) INV OUT-266.25 (SYS#1) o 9:0 in - - n r. � v r7 in - - - - Oa C4 r) 8" DIA. CORRUGATEDL a0 PE MANIFOLD - - INV: 266.25 6" DIA. CORRUGATED - a PE FEADER, TYP. INV: 266.25 6" INSPECTION SYSTEM INSPECTION REQUIREMENTS: TH STSHEET DETAIL 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS SHALL BE PERFORMED BY THE ENGINEER AS FOLLOWS: 1.1. SUBGRADE INSPECTION: • THIS INSPECTION SHALL BE PERFORMED PRIOR TO STONE INSTALLATION ONCE SYSTEM AREA HAS BEEN EXCAVATED TO THE PROPOSED BOTTOM OF STONE ELEVATION. • GENERAL SYSTEM LOCATION, DEPTH AND CONFIGURATION WILL BE CONFIRMED • FALLING HEAD PERMEABILITY TESTS WILL BE PERFORMED AT THE SYSTEM SUBGRADE ELEVATION AS PART OF THE SITE SPECIAL INSPECTIONS. 1.1. FINAL INSPECTION. SUBSURFACE STORMWATER SYSTEM - PLAN SCALE: N.T.S. NOTES: 1. LANDSCAPE FORMS: MODEL: GRETCHEN, BACKED BENCH, 72" LENGTH, SURFACE MOUNT, WOOD, NTH LOOP ARMREST, OR APPROVED EQUAL. 1 6'-0" 1 C0 �» 2- 3 /4" C c LOOP ARMRESTS WOOD BOARDS ALLUMINUM CASTING FREESTANDING GLIDES 1'-8" LANDSCAPE BENCH 7 SCALE: N.T.S. 3 87 EL. 267.75 00 EL. 267.25 tO 92 EL. 264.75 EL. 264.25 IMPERMEABLE T-GEOTEXTILE FABRIC AROUND LINER EN11RE STONE AREA FOR SEPARATION/ STABILIZATION NOTES: 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER SHALL FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF THE MANUFACTURER'S CONSTRUCTION GUIDE. BASIS OF DESIGN IS ADS STORMTECH SC-740 -12" 1.1. APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION. 1.2. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC OVER FOUNDATION STONE FOR SEPARATION/STABILIZATION AND SCOUR PROTECTION AT ALL CHAMBER INLET ROWS, SEE ALSO NYSDOT STANDARD SPECIFICATION SECTION 733-21. 2. RESTORE SOILS PER SOIL DE -COMPACTION CRITERIA PRIOR TO APPLICATION OF TOPSOIL, SEED, AND MULCH. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN. MH#2 TF: 274.25 I INV IN:264.75 (SYSTEM#1) - - INV OUT: 264.75 (FES#2) 20OLF 12" HDPE Ir O 0.5% II 12" DIA. CORRUGATED PE FEADER, TYP. INV: 264.75 KOLO (SHORT) v v 0j N In +r N .875" HOLES FOR (4) .75" DIA. I THREADED RODS (ASTM F1554, GRADE 36) WITH SIMPSON SET-3G ADHESIVE I (12.00" EMBED) DRILL HOLES AT INSTALLATION 57 5/8" 4 VITAL(TM) CLUSTER BOX TYPE III 13 OR 16 BOX UNIT (SHOWN) BY AF FLORENCE MANUFACTURING COMPANY, MODELS 1570-13, 1570-16 OR APPROVED EQUAL. UNIT COLOR SHALL BE BLACK, DARK BROWN, SANDSTONE, OR POSTAL GRAY PEDESTAL SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, TYP. 30 1/2" PL ® ❑ ® ❑ ® ❑ o ® ❑ ® ❑ 473/8" ® ❑ ® ❑ ® ❑ ® ❑ 62" 61 1 ® ❑ 0❑ 45„ FRONT ELEVATION SIDE ELEVATION VIEW VIEW (4) -1-13 ANCHOR BOLTS; INSTALL PER MANUFACTURERS SPECIFICATIONS, TYP. KIOSK TYP. , ,M rw "r► , To r-10'TW 2w f 141/2" PEDESTAL 4" 12" 10" 12'. PEDESTAL BASE BOLT PATTERN PAD RECOMMENDATIONS 'h' (THICKNESS) 'w' (WIDTH) 'd' (DEPTH) 4" 47" 47" 5" 44" 44" 6" 42" 42" 7" 8" 39" 39" PLAN VIEW MAIL KIOSK: CLUSTER BOX TYPE III SCALE: N.T.S. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF PEDESTAL 3000 psi AT 28 DAYS, CONTAIN 4%(MIN.) - 6%(MAX.) MOUNTING AIR ENTRAPMENT, AND BE PLACED WITH A 3.5-4.5 NUT/WASHER SLUMP IN ACCORDANCE TO 301 EXPANSION ANCHOR BOLT RECOMMENDATIONS A. HILTI KVNK BOLT II (www.hilti.com) !' DIA. x 5!" LENGTH GALVANIZED KB ii 12-512, STAINLESS STEEL MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 3r B. ITW RAMSET REDHEAD TURBOLT (www.hiltl.com) DIA. x 7" LENGTH GALVANIZED MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 41" C. RAWL STUD (www.rowl.com) - !" DIA. x 51" LENGTH GALVANIZED MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 4" 12" x 12" x 5/8" BASE PLATE W/ (4) .75" DIA. THREADED RODS (ASTM F1554, GRADE 36) WITH SIMPSON SET-3G ADHESIVE (12.00" EMBED) AT EACH COLUMN RUBBER PAD 1 ANCHOR Y BOLT m as Cn o WF z C1.1 o2 COMPACTER U GRAVEL OR CRUSED STONE FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL MAIL KIOSK: CONCRETE PAD SCALE: N.T.S. TUBE STEEL COLUMN SEE SHELTER ASSEMBLY DRAWINGS STIFFENER PLATES PER SHELTER ASSEMBLY DRAWINGS 1.50"TYP 3" MIN. RIVER ROCK CONCRETE SURFACE NON -WOVEN SEE DETAIL 2/C-500\\�jj\\/f\\j/\\`j\\/j\\/�\j�\�j\//\/�\\j GEOTEXTILE FABRIC PROOF ROLLED SUBGRADE, OR COMPACTED SELECT GRANULAR FILL RIVER ROCK LANDSCAPE BED / CONCRETE, TYP. SCALE: N.T.S. 3-4" MULCH WITH PLANTINGS (SEE C-170) W FZ N -6" PLANTING SOIL GRASS I I WEED FABRIC F PAVED SURFACE SEE DETAIL 2/C-500 LANDSCAPE EDGING, COLMETEI II I IIII `-NO EDGING "QUICKLOCK" OR APPROVED 1EE1 I 1= III -I EQUAL, SLEEVES AND STAKES _I I -I I -I I I- FACE BED ILSUBGRAD'E TO I 1 III 1 I III 1 I I� DECOMPACTED BE MULCH LANDSCAPE BED /TRANSITION TYP. SCALE: NTS MULCH LAYER TO BE BIODEGRADABLE STRAW MATTING ROLLS. TEMPORARY OR PERMANENT SEED, SEE C-170 FOR PERENNIAL GRASS SEED MIX. III1.III I I .III III. i I I i I I-. TOPSOIL: NATURAL FERTILE, AGRICULTURE SOIL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. DEPTH OF TOPSOIL SHOULD SUSTAIN PERMANENT ROOT GROWTH. 6" DEPTH MINIMUM. SEE C-170 FOR REQUIREMENTS. NOTE: 1. REFER TO THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL TABLE 5.2 FOR SOIL RESTORATION REQUIREMENTS. GRASS/LAWN, TYP. SCALE: N.T.S. TREE PLANTING, TYP. SCALE: N.T.S. 4" RADIUS FOR MULCH FREE ZONE AROUND ENTIRE ROOT FLARE (1- -2" FLARE VISIBLE ABOVE FINISH GRADE) AT BASE OF STEM D - . Appro1,�;d under the autl� )Ti' r 745 X 5'3" @BOTTOM I i of c Y {O�il i0 at�OD=�u OF FOOTING EACH WAY n n 0 -L S y t0 - Ll± (3.. `7CLR) c o o o _ o _ o_ . (qat ?i � � � � � � Planning Board f th City of Sari- .��c. - ; /\ i al-rnd PLANTING PIT DIAMETE - 2X MIN. ROOT BALL DI, 16" THICK 3000 PSI D D ' p �' D _ D " �� D _' D 73 L OR CONTAINER WIDTH \ CONCRETE INSIDE LINES 1 „ N N ` FOOTING -16- MIN ( {e 4-6" 3000 PSI CONCRETE SLAB W/ #4 d , \ 418" OC EACH WAY CENTERED IN SLAB KOLO (LONG) KOLO (MEDIUM) o 17 o _i o SHRUB PLANTING, TYP. > cor SCALE: N.T.S. \ o o _ o_ 3" RADIUS FOR MULCH FREE ZONE AROUND p d N GRASS VEGETATION. Q 3" DEEP SHREDDED WOOD MULCH BEYOND MULCH ° FREE ZONE SHALL BE GENERAL STRUCTURAL NOTES: MAINTAINED THROUGHOUT 1. FOOTING CONCRETE STRENGTH = 3000 PSI MAINTENANCE PERIOD. 2. REBAR STRENGTH = 60 KSI (ASTM A615, GRADE 60) REMOVE CONTAINER r 3. THREADED RODS = 36 KSI (ASTM F1554, GRADE 36) > 4. ADHESIVE = SIMPSON SET 3G. NOTE THAT SPECIAL INSPECTION OF BOLT INSTALLATION IS REQUIRED PER IBC 2015. PLANTING PIT DIAMETER 5. FOOTING SHALL BE PLACE ON WELL COMPACTED AND FREE DRAINING SOIL. 6 DESIGN PER IBC 2015 RISK CATEGORY 1 2X MIN. CONTAINER WIDTH SNOW: 60 PSF GROUND SNOW S WIND: 105 MPH, EXP. B SEISMIC: DESIGN CATEGORY A-C BICYCLE RACK FOUNDATION: DERO KOTO SHELTER 74" SHORT STYLE SCALE: N.T.S. TREE'S CENTRAL LEADER IS STRAIGHT/PLUMB & TRUE TO FORM; IF CLUMP, (MULTI -STEM) FORM IS STRAIGHT, WELL BALANCED AND PROPORTIONATE; BEST APPEARANCE SHALL BE SET AT ANGLE OF HIGHEST VISIBILITY MULCH FREE ZONE: 6" MIN RADIUS FOR SHRUBS AND 8" MIN RADIUS FOR TREES/CLUMPS oe 3" DEEP MULCH LAYER OF SHREDDED WOOD BEYOND MULCH FREE ZONE C 3"-4" SAUCER WITH COMPACTED RIM: DIAMETER OF SAUCER r AROUND PLANT SHALL BE 3X y/ DIAMETER OF ROOT BALL OR �1 CONTAINER TOP SOIL (PLANTING SOIL). SEE C-170 FOR REQUIREMENTS -SHRUB IS STRAIGHT AND PLUMB; BEST APPEARANCE SET AT ANGLE OF HIGHEST VISIBILITY 3" DEEP SHREDDED WOOD MULCH BEYOND MULCH FREE ZONE SHALL BE MAINTAINED THROUGHOUT MAINTENANCE PERIOD. -B&B (BALLED & BURLAPPED) OR CONTAINER; REMOVE MIN. TOP HALF OF BURLAP LEAVING BOTTOM HALF INTACT -4" SOIL SAUCER 3" TOPSOIL (PLANTING SOIL) AS SPECIFIED ON C-170. PLANTING PIT DEPTH ORNAMENTAL GRASS CLUMP IS STRAIGHT AND PLUMB; BEST APPEARANCE SET AT ANGLE OF HIGHEST VISIBILITY. TOPSOIL (PLANTING SOIL) AS SPECIFIED ON C-170. ►l- PLANTING PIT DEPTH NO MORE THAN CONTAINER HEIGHT. DO NOT BURY TOP GROWN VEGETATION. ORNAMENTAL GRASS PLANTING, TYP. SCALE: N.T.S. SUBMITTAL / REVISIONS of Hwy PA Qi l t~ �Q' U - ti as $� 0�4751 tip' �CFESSIC�P THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d p Land Surveying, f . C . 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=503 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-500.dwg (Layout: C-503 ) nAta- Fri Anr 9A 2(12d - 19-97 PAA (Names- ahnmgl EXIST. GROUND EXIST. GROUND SEE NOTE 4 V-0" FILTER FABRIC EXIST. PVMT. = 5:1 MOUNTABLE PROFILE BERM (OPTIONAL) 0 I SEE NOTE 3 0 PAVEMENT 12'-O" MIN. 0 0 PLAN 0 CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE MIN 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN 6". 3. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, 24' IF SINGLE ENTRANCE TO SITE. 4. LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED -)CONSTRUCTION ENTRANCE SCALE: N.T.S. MAX. CENTER TO CENrrp a��i ru14\L. min rvaia '6" MIN. FENCE OSTS, DRIVEN MIN. 5" INTO GROUND 7- HEIGHT OF FILTER 18" MIN. " MIN. EMBEDMENT PERSPECTIVE VIEW SILT FENCE WITH POSTS 36" MIN. FENCE POST 0 Z N UNDISTURBED GROUND EMBED FILTER CLOTH MIN 6" INTO GROUND TAMPED io z EXCAVATED TRENCH 4" Ij BACKFILL SECTION NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER 100' OF FENCE. 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. -)SILT FENCE INSTALLATION SCALE: NTS 10 MIL - POLYETHYLENE SHEETING i _ VARIES w a 18" 1 ALL CONCRETE TRUCKS SHALL WASHOUT HERE BLACK LETTERS ON oRz WHITE BACKGROUND m GALVANIZED "U" 0 0 CHANNEL POST Uj J ((n W W� ANCHOR BALES WITH-/ `6" MIN DEPTH AGGREGATE WASHOUT SIGN (2) 2"X2"X4' STAKE PER BALE ALL AROUND PLAN 30"t BINDING WIRE STRAW BALE (TYP) 10 MIL POLYETHYLENE SHEETING 11 iv EO 0 0 0 0 0 ® 0 0 0 o m BALES TO a o o BUTT a a m OF 0 o a o fiF GRADE 6" MIN DEPTH I �6" MIN AGGREGATE N z SEASONAL T HIGH u V EMBEDMENT ALL AROUND GROUNDWATER (TYP) WOOD STAKE (TYP) TYPICAL SECTION NOTES: 1. CONTAINMENT MUST BE STRUCTURALLY SOUND, LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTE GENERATED. 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6. WASHOUT SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA 7. REMOVE ACCUMULATION OF SAND AND AGGREGATE AT A MINIMUM OF ONCE A WEEK AND DISPOSE OF PROPERLY. CONCRETE WASHOUT AREA C 3 SCALE: NTS PLAN 2"x4" WOODEN - STAKES EXISTING PROPOSED GRADE BACKFILL EMBED FILTER CLOTH MIN. 12" INTO GROUND IVI 3617 SILT FENCE OR APPROVED EQUIVALENT CROSS BRACES AS NEEDED 2"X4" FRAME AROUND CREST OF FABRIC 2"x4" WOODEN STAKES FILTER FABRIC FASTEN SECURELY TO STAKES SECTION 10 CATCH BASIN STRUCTURE NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. CUT FABRIC FROM CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED, OVERLAP TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2%4" WOOD OR EQUIVALENT, WITH A MINIMUM LENGTH OF 3'. 4. SPACE STAKES EVENLY AROUND INLET 3' APART AND DRIVE MINIMUM 18" DEEP. SPANS GREATER THAN 3' MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. 7. MAXIMUM DRAINAGE AREA IS 1 ACRE. 8. INLET PROTECTION SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. TEMPORARY OUT -OF -PAVEMENT FILTER FABRIC DROP INLET PROTECTION SCALE: NTS TE 1 SLOPE TONE FILTER ISOMETRIC VIEW WIRE SCREEN (OPTIONAL) 3" STONE FILTER DEWATERING HOLES Y 0 (n TEMPORAR WIRE SCREEN oUj f V)i SEDIMENT OPTIONAL POOL m D = 04 , , 00 4/ 1 � C-) °° e �aQ (V 1=_-I I IE -III=III-I - III=III-III-III--III-III=III 11=1 11=1 I I- 11=1 11=! 11=1 I I -I 11-1 I I -III -III a CATCH BASIN SEDIMENT d WITH GRATE ;Ill ; l l l; f l l; l l d SECTION VIEW NOTES: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2" MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2--3/4- IN DIAMETER PLACED 2" BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE GRAVEL AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE. 5. MAXIMUM DRAINAGE AREA IS 1 ACRE. IN -PAVEMENT STONE AND BLOCK )DROP INLET PROTECTION SCALE: NTS SQUARE/RECTANGULAR CURB INLET FILTER CLEAR OPENING MINIMUM BYPASS SIZE FLOW RATE (CFS) SMALL: UP TO 64" 2.4 PERIMETER MEDIUM: 97"-120" 3.5 PERIMETER LARGE: 121" OR 5.0 GREATER PERIMETER SQUARE/RECTANGULAR INLET FILTER CLEAR OPENING MINIMUM BYPASS SIZE FLOW RATE (CFS) SMALL: UP TO 64" 2 4 PERIMETER MEDIUM: 97"-120" 3.5 PERIMETER LARGE: 121" OR 5.0 GREATER PERIMETER ROUND INLET FILTER CLEAR OPENING SIZE MINIMUM BYPASS FLOW RATE SMALL: 10"-16" 1.6000 MEDIUM: 17"-24" 2.7000 LARGE: 25"-36" 3.8000 WOVEN GEOTEXTILE FILTER BAG OVEN EOTEXTILE riLTER BAG WOVEN GEOTEXTILE FILTER BAG NOTES: 1. BASIS OF DESIGN: ADS "FLEXSTORM CATCH -IT" OR APPROVED EQUAL. 2. INSPECTION FILTER AFTER RAIN EVENTS GREATER THAN 1/2" AND AT A MINIMUM OF THREE MONTH INTERVALS. TEMPORARY INLET FILTER SCALE: N.T.S. SILT FENCE 2 1 SLOPE OR LESS ���pQF' sCOp41! ENTRANCE 24' WIDE AND SHALL BE ON UPSLOPE HAY BALES OR SILT FENCE NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZ ON 1 VERT. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. -)TEMPORARY SOIL STOCKPILE SCALE: NTS EXTEND SILT FENCE SIDE SEAM OVERLAP TOP OF SLOPE TRENCH TOE OF SLOPE GEOTEXTILE TO MEET EMBANKMENT. SECURE SILT FENCE GEOTEXTILE SEE TRENCHING & 5" OVERLAP WITH POST AND BURY SECURED TO WOOD FRAME ANCHORING PROCEDURE NOTES = w c0 wo BOTTOM EDGE. 1.5" X 3.5" (MINIMUM) TYP-) SOFTWOOD FRAME TOP OF SLOPE r-r� - - - - _ 6" STAPLE 12" O.C. WIDE ACROSS THE IENTIRE I� "PE PDIWLAR WIDTH TO SLOPS - �- 6" OVERLAP _Z EXCORASILTEFENCECH ^� ✓ ^ STA V-0" MIN. + ^ ^ ^ ACF EXTENSION Nn0 PIPE OR END FABRIC AND - - CHI SECTION a BACKFILL/COMPACT EXCAVATED EARTH a END ROLL OVERLAP o PLACE POSTS ON oDOWNSTREAM SIDE - ^ EROSION CONTROL 0 BLANKET � � � SEE NOTE 4 \ \ "BOTTOM OF SLOPE TERMINATION COMPACTED & FINE GRADED TOPSOILED SLOPE, BOTTOM OF SLOPE, SEE EXISTING OR 5'-0" TYP. FREE OF RILLS, OBSTRUCTIONS, STONES TERMINATION DETAIL PRnP��Fn CULVERT OVER 1" IN SIZE. & FOREIGN OBJECTS. PLAN 1.5" X 3.5" (MINIMUM) SOFTWOOD POST \ 1.5" X 3.5" (MINIMUM) SOFTWOOD FRAME SILT FENCE GEOTEXTILE ATTACHED TO WOOD POST AND FRAME PIPE OR END *00 \ SECTION FLOW III _ Lt\� 00 EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH SECTION TEMPORARY INLET PROTECTION SECTION NOTES: 1. BASIS OF DESIGN: "ULTRATECH 945" BY NATIONAL SAFETY, INC. OR APPROVED EQUAL. 2. MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 3. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES 1/2 OF THE MEASURE HEIGHT, SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 4. MAXIMUM DRAINAGE AREA FOR DRAINAGE STRUCTURE INLET PROTECTION IS 1-ACRE. IN -PAVEMENT TEMPORARY -)CATCH BASIN GRATE INLET FILTER 1. PREPARE THE TOPSOIL (SEEDBED) FIRST BY RAKING, SHAPING, FINE GRADING, COMPACTING, SEEDING & FERTILIZING THE SLOPES. 2. USE THE TRENCHING & ANCHORING PROCEDURES DETAILED HEREIN TO SECURE ANY EXPOSED MATERIAL ENDS. SECURE ALL PRODUCT OVERLAPS. OVERLAP IN THE DIRECTION OF WATER FLOW, PERPENDICULAR TO THE SLOPE. 3. KEEP EROSION CONTROL BLANKET IN SOLID CONTACT WITH THE TOPSOIL. 4. USE THE REQUIRED NUMBER OF STAPLES/STAKES TO SECURELY FASTEN THE EROSION CONTROL BLANKET TO THE SLOPE. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" MAY BE NECESSARY FOR PROPER SECURING. STAPLE PATTERNS & OVERLAPS ARE DEPENDENT ON SITE CONDITIONS & MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR ACTUAL SITE SPECIFIC REQUIREMENTS. TRENCHING & ANCHORING PROCEDURE NOTES: 1. SIDE SEAM OVERLAP - THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH A 5" OVERLAP. 2. TOP OF SLOPE TRENCH - BEGIN AT THE TOP OF SLOPE BY ANCHORING THE EROSION CONTROL BLANKET IN A 6" DEEP x 6" WIDE TRENCH WITH A 12" OVERLAP EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES/STAKES 12" O.C. IN THE BOTTOM OF THE TRENCH. BACKFILL & COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL & FOLD THE REMAINING 12" PORTION OF THE EROSION CONTROL BLANKET BACK OVER THE SEED & COMPACTED SOIL. SECURE THE EROSION CONTROL BLANKET OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED 12" O.C. ACROSS THE ENTIRE WIDTH. 3. END ROLL OVERLAP - CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE SHALL BE PLACED END OVER END (SHINGLE -STYLE) WITH A 6" OVERLAP. STAPLE THRU OVERLAPPED AREAS, 12" APART ACROSS THE ENTIRE WIDTH. -)EROSION CONTROL BLANKET INSTALLATION SCALE: N.T.S. POLYETHYLENE WARNING FENCE -)VEGETATION PROTECTION FENCE J SCALE: NTS / SCALE: NTS STONE FILLING STONE MEETING NYSDOT SPECIFICATION SECTION PROPOSED EMBANKMENT 733-21 (SEE TABLE "A") STONE FILLING STONE STONE FILLING STONE MEETING NON -WOVEN MEETING NYSDOT SPECIFICATIONS NYSDOT SPECIFICATIONS SECTION B = SECTION 733-21 (SEE TABLE "A") 733-21 AROUND PIPE AND END GEOTEXTILE BEDDING FINISHED GRADE OR SECTION (SEE TABLE "A") °�OU, �j° OV \ ORIGINAL GROUND O OOo O\OOo O ( o o O\\\ O C o\ 3 60 o\ I FLOW -y La O 0 1O)6 O\��CJO\�O P PIPE END O O PRO OSED O\ OOo o\O\\ o\O\\ o I o AND END SECTION SECTION Q O O I+ A STONE FILLING STONE A O� O�o O\OOoo O` NON -WOVEN \O \°O N 0 J GEOTEXTILE BEDDING MEETING NYSDOT x O FLOW y \ Q \ SPECIFICATIONS M o Q O O �v� O O 0 �0 I ^ LIMITS CULVERTS EXCAVATION ENCH AND SECTION 733-21 (SEE O\\ o o\O\\ Oo\O\\ 00,9K) 3 TABLE A ) 0 0\\0o O \\O' ) \)b o o SECTION A -A PROPOSED PIPE ° O O OOQ) O3 OOOOO AND END SECTION O \\\° \\°\00\° \ \ °\O La i PIPE B I i 3 I D _ i PROPOSED END SECTION �--� r'-i NOTES: FINISHED \o \\ GRADE O O 1. MATERIALS SHALL CONTAIN A i 6" r- GEOTEXTILE BEDDING (SEE \ SUFFICIENT AMOUNT OF STONES O'o SMALLER THAN THE AVERAGE co NOTE 3) 0 \ STONE SIZE TO FILL THE O o0 SPACES BETWEEN THE STONES. 8 LIMITS OF TRENCH OD O� (� '1 2. HEAVIER GRADING OF THIS ITEM TILE GEOTEXBRIC AND CULVERT (W) = La + D MAY BE REQUIRED AS NOTED EXCAVATION f� ON PLAN. FA SECTION B-B EDGE KEY DETAIL -)STONE LINED APRON FOR PIPE OUTLET AT TOE OF SLOPE SCALE: N.T.S. - STONE FILLING STONE MEETING NYSDOT SPECIFICATIONS SECTION 733-21 (SEE TABLE "A") SEE EDGE KEY DETAIL 0 UTILITY TRENCH TREE TO BE i ��PRESERVED MAIN ROOT U LEADER T I IL T Y EXIST. TREE ROOTS NOTES: PLAN 1. UTILITY TRENCH SHALL BE DUG USING HAND TOOLS ONLY TO MINIMIZE DAMAGE TO EXIST. TREE ROOT SYSTEM. 2. ROOTS LARGER THAN 1-1/2" SHALL BE PRESERVED WITHIN TRENCH LIMITS. 3. PRUNE DAMAGED ROOTS OR ROOTS 1-1/2" OR SMALLER WITH A CLEAN, STERILIZED BYPASS BLADE TOOL. 4. CONTRACTOR TO BE RESPONSIBLE FOR LOSS OF ANY TREE DUE TO INADEQUATE CONSTRUCTION PRACTICES. -)TREE ROOT PROTECTION SCALE: N.T.S. STONE APRON SIZING REQUIREMENT TABLE "A" CULVERT APRON APRON APRON MINIMUM MINIMUM OUTLET MINIMUM OUTLET CULVERT SLOPE, MATERIAL MATERIAL MATERIAL PER APRON APRON APRON DIA. (D) � SIZE, SIZE, NYSDOT THICKNESS LENGTH WIDTH (FT) d50 (FT) dmax (FT) CLASSIFICATION (IN) (T) (FT) (LO) (W) 8% 10% <8 0.75 1.17 LIGHT 20 16 17 12" 8-10 1.0 1.50 MEDIUM 27 17 18 <4 1.0 1.5 MEDIUM 27 19 21 18" 4-6 1.0 1.5 MEDIUM 27 22 24 6-8 1.25 1.83 HEAVY 32 23 25 8-10 1.25 1.83 HEAVY 32 25 27 <3 1.0 1.5 MEDIUM 27 24 26 24" 3-4 1.25 1.83 HEAVY 32 27 29 4-8 1.5 1.83 HEAVY 32 32 34 Approved under the authority of a r sol tion dopted 2 8 (, by the (da Plannin o rd f tl e Cit of Yatoc?? Chair T an 5/ v3 hl SUBMITTAL / REVISIONS OF P wr �Q' �.� A �' � r � U U �' I _ C7 `'CELS 0. 00747spti FESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering n eeri n a n d g g Land Surveying, P ♦� 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=%504 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-500.dwg (Layout: C-504 ) data• Fri Anr 7F gngA - 19•97 PM (Names• nhnr7n) Gav , • us Granite Pond ✓su"-' `----- a �rallef H i / Par N;, QAo• x Trailer Par _.. x. • •- w • .• . i J m 1 I r __ •• ' �s.. A. Cem 12 / • ailker ir *� • 74 e1P X C / � ', , atere `. ��3 .... .. I ® ervoir :��• � •Sub Star^ •� • • 'le Trailer Park ,-' s,Map o I� II• ;e•' r pig ' • •I W r . MOTC COS e - i ' i �M•' 0 Trail Par ' — — �-gpUNDARI[ Y� \ q '•� ' Stde it � A&r Golf Course i r f P. i ',ing Sta ' �' �_.--- _ __ NMI cam-- r��r1- ��� �•� , �►„ � - _turf W,, AM - w _ ! i r -- r St POW Cam DOT - _ esidency Golf Course -- - I Gays 11 SITE LOCATION MAP NOT TO SCALE DRAWING INDEX DRAWING SHEET TITLE G-001 01 COVER SHEET AND DRAWING INDEX C-001 02 GENERAL NOTES C-002 03 LEGENDS AND ABBREVIATIONS C-100 04 EXISTING CONDITIONS PLAN C-101 05 SUBDIVISION PLAN C-110 06 REMOVAL PLAN C-120 07 MATERIAL PLAN C-130 08 LAYOUT PLAN C-131 09 TURNING MOVEMENT PLAN C-140 10 UTILITY PLAN C-141 11 PHOTOMETRIC PLAN C-150 12 GRADING PLAN C-160 13 EROSION AND SEDIMENT CONTROL PLAN C-170 14 LANDSCAPING PLAN C-500 15 TYPICAL SITE DETAILS C-501 16 TYPICAL SITE DETAILS C-502 17 TYPICAL SITE DETAILS C-503 18 TYPICAL SITE DETAILS C-504 19 TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE 182 EXCELSIOR AVENUE, CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 12866 PREPARED FOR: GREEN SPRINGS CAPITAL GROUP, LLC PO BOX 3207 SARATOGA SPRINGS, NY 12866 PREPARED BY: CIVIL ENGINEER Engineering and Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 APP 08V�D U DER AUTHORITY OF A RESOLUTION ADOPTED 2- jZ BY THE PLANNING BOARD OF THE CITY OF SA AT GA PRINGS. CHAIR R Q DATE SIGNED: 5 23 Z SUBMITTAL i REVISIONS �oF awl` ��5.'p• PA r x�' =` U O OXE15100.1 2475 �. �O�'ESSIO�� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I. E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS AAND VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering and Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC COVER SHEET DRAWING INDEX 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 G=001 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_G-001.dwg (Layout: G-001 ) nAta' Fri Anr 9R gn7d - 19-9'A PKA (Names' nhnrnal GENERAL NOTES: 1. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY M.J. ENGINEERING AND LAND SURVEYING, P.C. ON SEPTEMBER 14 AND 16, 2022. 2. THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM OF 1983, NEW YORK STATE PLANE EAST ZONE (3101), NAD83/2011, EPOCH 2O10.00. 3. THE VERTICAL DATUM IS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). 4. CONTOUR INTERVAL = 1 FOOT. 5. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. 6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE AND INFORMATION RECORDED DURING CONVENTIONAL SURVEY METHODS. THIS MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE AND IS SUBJECT TO FIELD VERIFICATION. 7. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE REPORT MAY DISCLOSE. 8. SUBJECT TO ANY RIGHTS, EASEMENTS, COVENANTS, OR RESTRIC11ONS OF RECORD. 9. "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. 10. "ONLY BOUNDARY SURVEY MAPS WITH THE LAND SURVEYOR'S SIGNATURE AND SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR'S ORIGINAL WORK AND OPINION." 11. WETLAND DELINEATION COMPLETED BY GILBERT VANGUILDER LAND SURVEYOR, LLC ON SEPTEMBER 7, 2022. MAP REFERENCES: 1. MAP OF A PORTION OF EXCELSIOR PARK, SARATOGA SPRINGS, N.Y., OWNED BY HENRY LAWRENCE, L.H. CRAMER C.E., DATED 1873, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. BB-48. 2. MAP OF LANDS OF THE EXCELSIOR SPRING CO., PROPOSED TO BE TAKEN BY THE SARATOGA LAKE RAILWAY COMPANY, DATED AUGUST 23, 1880, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO S-17. 3. STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS, LAND TO BE PROVIDED FOR THE RECONSTRUCTION OF THE SARATOGA- GANSVOORT COUNTY HIGHWAY NO. 442, MAP NO. 1AB, SARATOGA COUNTY, N.Y., DATED APRIL 16, 1930. 4. STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS, LAND TO BE PROVIDED FOR THE RECONSTRUCTION OF THE SARATOGA- GANSVOORT COUNTY HIGHWAY NO. 442, MAP NO. 2A, SARATOGA COUNTY, N.Y., DATED APRIL 16, 1930 5. MAP OF PROPERTY LINE AGREEMENT BETWEEN V.F.W. POST AND LEIMKUEHLER, CITY OF SARATOGA SPRINGS (O.D.), SARATOGA COUNTY, N.Y., PREPARED BY PAUL F. TOMMELL, P.L.S., DATED SEPTEMBER 27, 1984. 6. EXISTING CONDITIONS, EXCELSIOR PARK - PHASE 1A, (E160F), SARATOGA SPRINGS, N.Y., PREPARED BY THE LA GROUP LANDSCAPE ARCHITECTURE AND ENGINEERING, P.C., PREPARED FOR J.W. PFEIL & COMPANY, INC., NTT CONSTRUCTION, INC. DATED FEBRUARY 26, 2003. 7. SARATOGA GREENBELT DOWNTOWN CONNECTOR TRAIL, P.I.N. 1760.86/DO35900, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, N.Y., PREPARED BY GREEN MAN -PEDERSEN, INC., CONSULTING ENGINEERS, DATED JANUARY 2022. DEED REFERENCES: 1. SARATOGA COUNTY TO STANLEY BOGAN AND ELSIE BOGAN, DATED JUNE, 26, 1950 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 531 AT PAGE 140 ON JANUARY 31, 1951. 2. JOSEPH A. INGRASSIA AND ANNE. T. INGRASSIA TO GUTLER BROS. VFW POST 420 INC., DATED OCTOBER 8, 1975 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 953 AT PAGE 408 ON OCTOBER 14, 1975. 3. LOUISIANA MANAGEMENT COMPANY, LLC. TO LOUISIANA MANAGEMENT COMPANY, LLC., DATED MARCH 18, 2005 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 1715 AT PAGE 361 ON MARCH 18, 2005. REMOVAL NOTES: 1. CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, HAULING, DISPOSAL, AND STORAGE OF DEBRIS. 2. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVICING CURRENTLY OPERATING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE OWNER'S REPRESENTATIVE. 4. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING. 5. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. 6. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 7. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. 8. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 9. MAINTAIN EGRESS AND INGRESS ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT CONSENT FROM THE OWNER'S REPRESENTATIVE. 10. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY THE OWNER'S REPRESENTATIVE. 11. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 12. TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED, FIELD VERIFY THAT EXISTING CONDITIONS CORRELATE WITH REQUIREMENTS INDICATED ON THE DEMOLITION PLAN(S). 13. CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 14. CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT INJURY TO PEOPLE. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. 15. CONDUCT DEMOL11ION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH SELECTIVE DEMOLITION OPERATIONS. REMOVAL NOTES (CONT.): 16. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. ALL EXCESS MATERIALS SHALL BE TRANSPORTED OFF SITE AND LEGALLY DISPOSED OF. 17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITIONS EXISTING BEFORE START OF SELECTIVE DEMOLITION. 18. PROPERLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE AT A FACILITY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. DO NOT BURN DEMOLISHED MATERIALS ON -SITE. "DIG SAFELY NEW YORK": CALL 811 BEFORE YOU DIG: 1. CALL BEFORE YOU DIG: IF YOU PLAN TO DIG OR DO ANY TYPE OF EXCAVATION WORK, NEW YORK STATE LAW REQUIRES YOU CALL "DIG SAFELY NEW YORK" PRIOR TO DOING SO. 2. WAIT THE REQUIRED TIME: YOU NEED TO PROVIDE TWO FULL WORKING DAYS NOTICE PRIOR TO STARTING YOUR WORK, NOT COUNTING THE DAY OF YOUR CALL, WEEKENDS OR HOLIDAYS. THIS PROVIDES TIME FOR THE UTILITIES TO LOCATE YOUR PROPOSED DIG SITE. 3. CONFIRM UTILITY RESPONSE: "DIG SAFELY NEW YORK" WILL NOTIFY ALL MEMBER UTILITIES OF THE PENDING EXCAVATION SO THAT THAT THEY CAN COME OUT AND MARK THE LOCATION OF THEIR UNDERGROUND LINES. BEFORE DIGGING ON YOUR STATED COMMENCEMENT DATE CONFIRM THAT ALL UTILITIES HAVE RESPONDED TO YOU INDICATING THEY HAVE MARKED YOUR PROPERTY OR THEY HAVE NO FACILITIES PRESENT. 4. RESPECT THE MARKS: BEFORE YOU BEGIN YOUR EXCAVATION, WALK THROUGH THE SITE TO FAMILIARIZE YOURSELF WITH THE MARKINGS AND THE LOCATIONS OF BURIED FACILITIES. 5. DIG WITH CARE: IT IS IMPORTANT EXCAVATORS TAKE A PROACTIVE APPROACH TO SAFETY NOT ONLY FOR THEMSELVES BUT FOR THE PUBLIC BY INITIATING THE ONE -CALL PROCESS AND ADHERING TO THE FIVE STEPS OF A SAFE EXCAVATION. GENERAL CONSTRUCTION NOTES: 1. PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER'S REPRESENTATIVE, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. 2. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES AND FINISHES UNLESS OTHERWISE NOTED IN THE PLAN(S). 3. ALL SAW CUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED CURBING AND SHALL BE A CONSTANT DISTANCE OF 18" MIN AWAY. 4. NOTIFY THE OWNER'S REPRESENTATIVE 72 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 5. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLAN(S). THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLAN(S) WITHOUT PRIOR REVIEW FROM THE ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING THE AREA BETWEEN ALL ADJOINING PROPERTIES. 8. ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS, OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY TRENCHING OR EXCAVATION OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN CONTRACT DOCUMENT(S), OR AS ORDERED BY THE OWNER'S REPRESENTATIVE. MAILBOXES, SIGN POSTS, ETC. SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO SAW CUT LINE; SAW CUT IN STRAIGHT LINES TO THE POINT NEEDED TO BLEND GRADE. REMOVE LAWN AND REPLACE TO THE MINIMUM LIMIT OF EXCAVATION. 9. KEEP ALL PUBLIC ROADWAYS AND RIGHT OF WAYS CLEAR OF DEBRIS AT ALL TIMES. LAYOUT NOTES: 1. COMPLETE AND COORDINATE ALL FIELD LAYOUT. TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED UP AS -BUILT PLAN(S) FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS -BUILT PLAN(S) SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTIONS OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. PAVING NOTES: 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL PREPARED FOR PAVING SHALL BE PAVED WITHIN THREE (3) DAYS OF PREPARATION. 2. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE PLACED BY HAND. 3. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAYS OF WORK. 4. TACK COAT WHEN SPECIFIED OR AS CALLED OUT IN THE PLAN(S1. A. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS, OR HAND BROOM. B.APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES AND SURFACES OF CURBS, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. C. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. 5. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, OR STONE MATERIALS TO THE SATISFACTION OF THE ENGINEER. UTILITY NOTES: 1. ADJUST ALL EXISTING MANHOLE COVERS, CATCH BASIN FRAMES AND GRATES, WATER VALVE COVERS, GAS VALVES, AND OTHER UTILITIES WHERE ENCOUNTERED TO MATCH NEW LINE AND FINISHED GRADE OF LAWN, SIDEWALK, OR PAVEMENT. 2. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY THE OWNER'S REPRESENTATIVE IF ANY VARIATION FROM THE PLAN(S) IS REQUIRED. 3. PRIOR TO COMMENCEMENT OF UTILITY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY BOTH HORIZONTAL AND VERTICAL POSITIONS OF EXISTING UTILITIES AT EACH CONNECTION POINT. 4. CONSTRUCTION OF WATER LINES MUST BEGIN AT ITS POINT OF CONNEC11ON TO THE EXISTING UTILITY OR FACILITY. 5. ALL CONSTRUCTION STAKE OUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY NOTES (CONT.): 6. TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. MAINTAIN FLOWS FOR ALL EXISTING UTILITIES. 8. ALL PAVEMENT, WALKWAYS, AND GRANITE OR CONCRETE CURB REMOVED FOR UTILITY INSTALLATION SHALL BE REPLACED IN KIND UPON COMPLETION OF WORK IN EACH RESPECTIVE AREA. SWPPP NOTES: EROSION AND SEDIMENT CONTROL PRACTICES: REFER TO THE DRAWINGS, DETAILS, AND THE PROJECT MANUAL FOR LOCATIONS, SIZES, AND SPECIFICATIONS OF EROSION AND SEDIMENT CONTROL DEVICES. 1. SILT FENCE: SILT FENCE REDUCES RUNOFF VELOCITY AND CAUSES SETTLING OF SEDIMENT. INSTALL SILT FENCE WHERE SHOWN IN PLAN(S). INSTALL AROUND ANY STOCKPILED SOIL MATERIALS. 2. TEMPORARY SEEDING: TEMPORARY SEEDING REDUCES EROSION AND SEDIMENT LOSS FROM BARE GROUND. PROVIDE TEMPORARY SEEDING TO ESTABLISH TEMPORARY COVER FOR DISTURBED EARTH OR SOIL STOCKPILES. PROVIDE TEMPORARY SEEDING PER THE PLAN(S) OR, AT A MINIMUM, ON DISTURBED AREAS AND SOIL STOCKPILES HELD FOR LONGER THAN 7 DAYS, DURING TEMPORARY CONSTRUCTION SHUT DOWNS, AND WHILE WAITING FOR OPTIMAL PLANTING TIMES. IN SPRING, SUMMER OR EARLY FALL APPLY RYE GRASS AT AT A RATE OF 1 LB/ 1000 SQ. FT. IN LATE FALL OR EARLY SPRING, APPLY CERTIFIED AROOSTOOK RYE AT 2.5 LBS. / 1000 SQ. FT. APPLY STRAW AT 2 BALES / 1000 SQ. FT OR WOOD FIBER HYDROMULCH AT THE MANUFACTURER'S RECOMMENDED RATE. STRAW SHALL BE ANCHORED. 3. CONCRETE WASHOUT: CONCRETE WASHOUT SHALL BE DONE OFF SITE OR AT A MAINTAINED WASHOUT CONTAINER AS SHOWN IN THE PLAN(S). ALL WASTE WATER AND SEDIMENT FROM THE UNIT SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS. LOCATION OF THE UNIT SHALL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. DUST CONTROL: DUST CONTROLS PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED AREAS THAT MAY CAUSE OFF SITE DAMAGE, HEALTH HAZARDS, AND TRAFFIC SAFETY PROBLEMS. PROVIDE DUST CONTROL THROUGH SPRINKLING AND TEMPORARY AND PERMANENT STABILIZATION, SUCH AS SEEDING, MULCHING, AND INSTALLING EROSION CONTROL BLANKETS. THESE MEASURES WILL PREVENT DUST FROM BLOWING OFF SITE. INSTALL TEMPORARY AND PERMANENT STABILIZATION MEASURES PER THE PLAN(S) AS SOON AS FINAL GRADES ARE REACHED AND ON SOIL STOCKPILES AND DISTURBED AREAS TO BE LEFT FOR LONGER THAN 7 DAYS. USE SPRINKLING AND OTHER METHODS AS REQUIRED TO PREVENT BLOWING DUST. 5. STORM DRAIN INLET PROTECTION: INLET PROTECTION IS A TEMPORARY, SOMEWHAT PERMEABLE BARRIER INSTALLED AROUND A STORM WATER INLET THAT PREVENTS SEDIMENT LADEN WATER FROM ENTERING THE SYSTEM BY FILTERING AND/OR CAUSING SEDIMENT TO SETTLE. INSTALL INLET PROTECTION IMMEDIATELY UPON INSTALLATION OF A STORM DRAIN INLET. USE STONE AND BLOCK PROTECTION AROUND INLETS IN PAVED/GRAVEL AREAS. USE FABRIC PROTECTION AROUND INLETS INSTALLED IN LANDSCAPED AREAS. REMOVE PROTECTION UPON FINAL STABILIZATION OF THE SITE. 6. PERMANENT SEEDING: PERMANENT SEEDING PREVENTS SOIL EROSION FROM BARE SOIL. ONCE FINAL GRADING OF AN AREA HAS BEEN COMPLETED, PROVIDE PERMANENT SEEDING AND MULCHING PER THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN IN THE PLAN(S). POLLUTION PREVENTION MEASURES: 1. IN ADD111ON TO THE EROSION AND SEDIMENT CONTROL MEASURES IMPLEMENTED ON THE SITE, IMPLEMENT THE FOLLOWING MEASURES TO PREVENT LITTER, CHEMICALS, AND DEBRIS FROM ENTERING STORM DRAINS, DISCHARGES FROM THE SITE, AND SENSITIVE AREAS. 2. PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES AS OUTLINED IN THE CONTRACT DOCUMENT(S) AND IN COMPLIANCE WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 3. PROPERLY CONTAIN AND DISPOSE OF ALL MATERIALS USED ON SITE. 4. CLEAN UP SPILLS IMMEDIATELY TO MINIMIZE SAFETY HAZARDS AND PREVENT SPREADING. 5. ROUTINELY INSPECT AND CLEAN OUT STORM CATCH BASINS AND CONVEYANCES. 6. CONTROL LITTER BY SWEEPING AND PICKING IT UP DAILY. 7. IF POSSIBLE, DO NOT STORE FUEL OR PETROLEUM PRODUCTS ON SITE. IF FUEL/PROTROLEUM PRODUCTS ARE STORED ON SITE: 7.1. USE SECONDARY CONTAINMENT MEASURES. 7.2. HAVE EQUIPMENT AND MATERIALS ON SITE TO CONTAIN AND CLEAN UP SPILLS IN FUEL STORAGE AREAS OR ON BOARD MAINTENANCE AND FUELING VEHICLES. 7.3. CONTAIN AND CLEAN UP SPILLS IMMEDIATELY. 7.4. PRACTICE PREVENTIVE MAINTENANCE FOR ON SITE EQUIPMENT. 7.5. OVERSEE ALL FILLING OPERATIONS. 8. PRACTICE GOOD HOUSEKEEPING AND EDUCATE EMPLOYEES ON POLLUTION PREVENTION MEASURES. 8.1. STORE ON SITE MATERIALS AND CHEMICALS IN A NEAT AND ORDERLY MANNER AND IN AREAS DESIGNATED FOR SUCH STORAGE. 8.2. DISPOSE OF GARBAGE, RUBBISH, CONSTRUCTION AND SANITARY WASTE ROUTINELY. 8.3. IMMEDIATELY CLEAN UP ANY SPILLS. 8.4. IMMEDIATELY CLEAN UP ANY SEDIMENTS OR WASTE TRACKED ONTO PUBLIC HIGHWAYS OR TRANSPORTED ONTO ADJACENT PROPERTIES. 8.5. USE DUST CONTROL METHODS. 9. FOR CONSTRUCTION WASTE: 9.1. DESIGNATE A WASTE COLLECTION AREA. 9.2. PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER CONTAINERS PRIOR TO RAINFALL. 9.3. ARRANGE FOR WASTE COLLECTION ON A ROUTINE BASIS AND PRIOR TO CONTAINER OVERFLOW. 9.4. IF A CONTAINER DOES SPILL, CLEAN UP IMMEDIATELY. 9.5. CONSTRUCTION WASTE SHALL BE COLLECTED, REMOVED AND DISPOSED OF IN APPROVED DISPOSAL AREAS. 9.6. DISPOSAL METHODS SHALL MEET THE REQUIREMENTS OF FEDERAL, STATE AND LOCAL REQUIREMENTS. SWPPP NOTES (CONT.): THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY SANITARY FACILITIES. DOMESTIC WASTE HAULERS SHALL BE CONTRACTED TO REGULARLY REMOVE THE SANITARY WASTE AND TO MAINTAIN THE FACILITIES IN GOOD WORKING ORDER. 10. IF FERTILIZERS ARE USED ON SITE: 10.1 LIMIT THE APPLICATION OF FERTILIZERS TO THE MINIMUM AREA REQUIRED AND USE THE MINIMUM RECOMMENDED AMOUNTS. 10.2 REDUCE THE EXPOSURE OF FERTILIZERS TO STORM WATER RUN OFF BY WORKING THE FERTILIZER INTO THE SOIL. 10.3 APPLY FERTILIZER MORE FREQUENTLY BUT AT A LOWER APPLICATION RATE. EROSION AND SEDIMENT CONTROL PRACTICES. IMPLEMENTATION SCHEDULE: PRACTICE INITIAL PLACEMENT DURATION PRIOR TO EARTH DISTURBANCE & UNTIL SITE STABILIZATION SILT FENCE IMMEDIATELY UPON STOCK- PILING OF & UNTIL REMOVAL OF SOIL STOCKPILES STOCK PILE DUST CONTROL UPON COMMENCEMENT UNTIL SITE OF SITE DISTURBANCE STABILIZATION STABILIZED UNTIL SITE CONSTRUCTION PRIOR TO SITE DISTURBANCE STABILIZATION ENTRANCE INLET PROTECTION PRIOR TO EARTH DISTURBANCE UNTIL SITE STABILIZATION CONCRETE UPON COMMENCEMENT COMPLETION OF WASHOUT OF CONCRETE ACTIVITIES CONCRETE ACTIVITIES EROSION AND SEDIMENT CONTROL INSPEC11ON AND MAINTENANCE SCHEDULE: 1. INSPECT THE SILT FENCE ON A NIGHTLY BASIS DURING CONSTRUCTION. MAINTENANCE, REPAIR OR REPLACEMENT OF THE FENCING SHALL BE DONE IMMEDIATELY. 2. INSPECT ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAIN EVENT AND ON A WEEKLY BASIS. MAINTENANCE, REPAIR OR REPLACEMENT SHALL BE DONE IMMEDIATELY. MAINTENANCE, REPAIR AND REPLACEMENT SHALL ALSO OCCUR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 2.1. SILT FENCE: SHALL BE INSPECTED FOR TEARS, BULGING AND FOR AREAS WHERE IT HAS FALLEN DOWN. REPAIR OR REPLACE AS NECESSARY. 2.2. STABILIZED CONSTRUCTION ENTRANCE: SHALL BE MAINTAINED SO THAT TRACKING OF SEDIMENT ONTO PUBLIC HIGHWAYS DOES NOT OCCUR. TOP DRESS AS REQUIRED. 2.3. STONE AND BLOCK INLET PROTECTION: CHECK FOR DAMAGED MATERIALS AND ACCUMULATED SEDIMENT. REPAIR OR REPLACE MATERIALS DURING CONSTRUCTION AS NEEDED. REMOVE ANY ACCUMULATED SEDIMENT. 2.4. CATCH BASINS AND PIPING: SHALL BE CHECKED FOR OBSTRUCTIONS AND SEDIMENT ACCUMULATION. CLEAN AS NECESSARY. SWPPP IMPLEMENTATION: 1. THE CONTRACTOR AND SUBCONTRACTOR(S) ARE RESPONSIBLE FOR COMPLYING WITH AND IMPLEMENTING THE SWPPP. REFER TO SPECIFICATION "REGULATORY REQUIREMENTS" AND THE CONTRACTOR'S CERTIFICATION STATEMENT IN THE SWPPP. 2. EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED AND INSPECTED PRIOR TO SITE DISTURBANCE. CONSTRUCTION COMPLETION: UPON CONSTRUCTION COMPLETION: 1. INSPECT THE CATCH BASINS, STORM WATER MANHOLES, AND STORM WATER CONVEYANCE SYSTEM FOR OBSTRUCTIONS OR SEDIMENT. REMOVE OBSTRUCTIONS AND CLEAN STRUCTURES AND PIPING AS NECESSARY. UPON SITE STABILIZATION: 2. REMOVE ANY REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. STABILIZE AREA. WINTER OPERATIONS: 1. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER THAT DOES NOT AFFECT ONGOING CONSTRUCTION ACTIVITIES. 2. ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. SNOW MANAGEMENT ACTIVITIES MUST NOT DESTROY OR DEGRADE INSTALLED EROSION AND SEDIMENT CONTROL PRACTICES. 3. A MINIMUM 25 FEET BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILT FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. 4. DRAINAGE STRUCTURES MUST BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ALL DEBRIS, ICE DAMS, OR DEBRIS FROM PLOWING OPERATIONS, THAT RESTRICT THE FLOW OF RUNOFF AND MELTWATER, SHALL BE REMOVED. 5. SEDIMENT BARRIERS MUST BE INSTALLED AT ALL APPROPRIATE PERIMETER AND SENSITIVE LOCATIONS. SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE MUST BE INSTALLED BEFORE THE GROUND FREEZES. 6. SOIL STCOKPILES MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED STRAW MULCH, ROLLED STABILIZATION MATTING, OR OTHER DURABLE COVERING. A BARRIER MUST BE INSTALLED AT LEAST 15 FEET FROM THE TOE OF THE STOCKPILE TO PREVENT SOIL MIGRATION AND TO CAPTURE LOOSE SOIL. 7. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN THREE (3) DAYS. ROLLED EROSION CONTROL BLANKETS MUST BE USED ON ALL SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER. 8. IF STRAW MULCH ALONE IS USED FOR TEMPORARY STABILIZATIONS, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THE APPLICATION RATE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. 9. TO ENSURE ADEQUATE STABILIZATION OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBED SOIL SHOULD BE STABILIZED AT THE END OF EACH WORK DAY UNLESS: 9.1. WORK WILL RESUME WITHIN 24 HOURS IN THE SAME AREA AND NO PRECIPITATION IS FORECAST OR; 9.2. THE WORK IS IN DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS OPEN UTILITY TRENCHES, FOUNDATION EXCAVATIONS, OR WATER MANAGEMENT AREAS. 10. USE STONE PATHS TO STABILIZE ACCESS PERIMETERS OF BUILDINGS UNDER CONSTRUCTION AND AREAS WHERE CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED. STONE PATHS SHOULD BE A MINIMUM 10 FEET IN WIDTH BUT WIDER AS NECESSARY TO ACCOMMODATE EQUIPMENT. U R-1 ZONING MAP SCALE: N.T.S. ZONING LEGEND: RR NC SR ® UC UR-1 OMB UR-2 WRB UR-3 INST-ED UR-4 INST-HTR R-MHP INST-MP GC-R INST-PR GC-U IND-L AC IND-G NCU �7 X` IND-EX UN M PUD ZONING ANALYSIS TABLE ZONING UR-4, URBAN RESIDENTIAL-4 DISTRICT DISTRICT USE PERMITTED WITH SITE PLAN APPROVAL ZONE CRITERIA REQUIRED PROPOSED LOT 1 VARIANCE PROPOSED LOT 2 VARIANCE 80239 SF/36 24005 SF/6 MIN. LOT AREA 3,000/DU SF UNITS= YES UNITS= NO 2228.86 SF 4000.83 SF MIN. LOT WIDTH 100 FT 200 FT NO 175 FT NO MAX. BUILDING 40% 19% NO 13% NO COVERAGE MIN. SETBACK, 10 FT 10 FT NO 10 FT NO FRONT MIN. SETBACK, 25 FT 25 FT NO 25 FT NO REAR MIN. SETBACK, 5 FT 5 FT NO 5 FT NO INTERIOR SIDE MIN. SETBACK, 8 FT 8 FT NO 8 FT NO CORNER SIDE MIN. 1ST FLOOR 1800 SF, 1 STRY 3403 SF NO 1041 SF NO AREA 1200 SF, 2 STRY MAX. BUILDING 40 FT 38'-6" FT NO 40 FT NO HEIGHT MAX. IMPERVIOUS 75% 51% NO 42% NO SURFACE PARKING SPACES 54 SPACES 60 SPACES NO 12 SPACES NO PARKING CRITERIA MINIMUM 1.5 SPACES PER UNIT Approved under the authority of a res luti n adopted 2 8 Z by the date) Plannin o d f the City of Saratoga Springs. C air an 5PZ latigned) SUBMITTAL / REVISIONS OF NEWY ��CQ'1•'D' P`4 r N x�' - h Z F#CELSI� $ a7475'1 ti� SS11, THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d p Land Surveying, f 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC GENERAL NOTES 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 CM001 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-001.dwg (Layout: C-001 ) nntP• Fri Anr 9A gn9A - 19-9A PM (Names- ahnr7P) EXISTING LEGEND PROPOSED LEGEND ABBREVIATIONS o BENCHMARK ® PARKING METER CONTROL BASELINE ® ROCK ® CONTROL BASELINE TIE ® REFERENCE MARKER SIGN ® CONTROL BASELINE SPUR ® GAS VENT SPIKE POINT ® FUEL PUMP x STAKE POINT TELEPHONE LINE MARKER NAIL POINT ®- FIBER OPTIC MARKER 0 RAILROAD SPIKE POINT OIL LINE MARKER ® CONTROL SURVEY MARKER m GAS METER HORIZ. PHOTOGRAMMETRY POINT O- GAS MARKER VERT. PHOTOGRAMMETRY POINT • UTILITY MARKOUT POINT 13 MONUMENT POINT o DEAD UTILITY POLE ® MISCELLANEOUS MONUMENT POINT LIGHT POLE o CROSS CUT POINT °❑ SINGLE LIGHT yr DRILL HOLE POINT ❑°❑ DOUBLE LIGHT + FENCE LOCATION POINT ° UTILITY POLE WITH LIGHT o CAPPED IRON PIPE PEDESTRIAN POLE • IRON PIPE O TRAFFIC CONTROL SIGNAL POLE ® SANITARY MANHOLE o TRAFFIC CONTROL BOX JUNCTION B CATCH BASIN ® TRAFFIC CONTROL BOX PULL ® CATCH BASIN - ROUND LIGHT POST 8 CURB INLET z'S FLOODLIGHT © STORM MANHOLE SECURITY LIGHT O WATER MANHOLE ELECTRIC TRANSMISSION POLE O ELECTRIC MANHOLE GROUND ROD © COMMUNICATION MANHOLE QS OUTLET m GAS MANHOLE BUILDING LINE 0 STEAM MANHOLE +XXX SPOT ELEVATION OT TELEPHONE MANHOLE - �xx _ _ MINOR CONTOUR ® UNKNOWN MANHOLE --- xx-___ MAJOR CONTOUR ® DRYWELL WOODS LINE YARD DRAIN - - - - PLANTING BED Q SEWER WETWELL - - - - CULVERT ® WATER WELL sT STORM LINE ® UNKNOWN WELL ss SANITARY LINE FIRE HYDRANT - - a - COMBINED SEWER FIRE HOSE CONNECTION issi OVERHEAD SANITARY LINE tf SPIGOT SANITARY FORCEMAIN LINE S GATE VALVE OVERHEAD SAN. FORCEMAIN POST INDICATOR VALVE « OVERHEAD POWER LINE ® WATER METER E ELECTRIC LINE 0 ELECTRIC METER ea ELECTRIC AND COMM. LINE © TELEPHONE BOX r WATER LINE 0 UTILITY POLE IRRIGATION WATER LINE { DECIDUOUS TREE COMMUNICATION LINE CONIFEROUS TREE lr OVERHEAD COMM. LINE a DECIDUOUS SHRUB T TELEPHONE LINE CONIFEROUS SHRUB m- - OVERHEAD TEL. LINE + TREE STUMP ro FIBER OPTIC LINE TREE WITH WIRE OVERHEAD FIBER OPTIC LINE -� SINGLE POST SIGN GAS LINE -�� DOUBLE POST SIGN OVERHEAD GAS LINE DELINEATORS a FUEL LINE D PARKING METER OVERHEAD FUEL LINE o WOOD POSTS OVERHEAD WIRES 0 BOLLARD —CA TV CABLE TV C— GUY WIRE 1CATV( OVERHEAD CABLE TV o GUIDE POST iE ra OVERHEAD ELECTRIC, TELEPHONE, CABLE ® GUIDE ANCHOR TRAF TRAFFIC LINE BORE HOLE ITRAF7 OVERHEAD TRAFFIC LINE *Mw MONITORING WELL sE STEAM LINE flo- GAS VALVE UTILITY PIPE UNKNOWN VALVE UNIDENTIFIED PIPE ® UNKNOWN VENT - - - - UNIDENTIFIED CABLE oFlu UNKNOWN FILL CAP UNID. UNDERGROUND LINE roH TOP OF HOOD - DITCH 0 ELECTRICAL JUNCTION BOX WETLAND LIMITS ® JUNCTION BOX � SILT FENCE If] FIRE ALARM -0--°--0 CHAIN LINK FENCE o UNKNOWN UTILITY BOX WOOD FENCE t WETLAND FLAG -- ---- - WIRE FENCE 9 CLEANOUT STONE FENCE + DRAINAGE INVERT GUIDERAIL '& CURB STOP ---°--o--o--°- RAILING !� ROOF DRAIN EDGE OF WATER BENCH BENCH - - - - - ACCESS EASEMENT ® AC UNIT - - - RIGHT-OF-WAY EASEMENT ® GENERATOR STORM LINE f ADA PAD ------- UTILITY LINE FLAG POLE - - PROPERTY LINE m PAPER BOX - - ADJOINING PROPERTY LINE o MAILBOX SUBDIVISION LINE ® CATCH BASIN 350 TOPOGRAPHIC CONTOUR LINE ® CATCH BASIN, ROUND FENCE, BARBED WIRE CI CURB INLET FENCE, CHAIN LINK ® STORM SEWER MANHOLE FENCE, CONSTRUCTION JB JUNCTION BOX FENCE, ENVIRONMENTAL ® DRY WELL FENCE, WOOD ® YARD DRAIN SF FENCE, SILT ® OUTLET STRUCTURE GUIDERAIL n STORM SEWER LINE CAP GUIDERAIL, MEDIAN A STORM SEWER LINE REDUCER C COMMUNICATIONS LINE • STORM SEWER CLEANOUT _(� __�( _ COMMUNICATIONS DUCT BANK CO FLARED END SECTION E ELECTRICAL LINE ------------------ ELECTRICAL DUCT BANK G WATER QUALITY UNIT ]OHS ELECTRICAL LINE, OVERHEAD 11-1 /4' STORM SEWER BEND FO FIBER OPTIC LINE T 22-1/2' STORM SEWER BEND _ FIBER OPTIC DUCT BANK 45' STORM SEWER BEND F FUEL LINE F 90' STORM SEWER BEND G NATURAL GAS LINE t�} STORM SEWER TEE T TELEPHONE LINE c STRAIGHT HEADWALL SS SANITARY SEWER LINE WINGED HEADWALL FM SANITARY SEWER FORCEMAIN ® SANITARY SEWER MANHOLE -_SS —SS- — SANITARY SEWER TUNNEL STM STEAM LINE UWW SANITARY SEWER WETWELL STEAM LINE, OVERHEAD SES STEAM SEND LINE ® SANITARY SEWER VAULT ]SE*--- STEAM SEND LINE, OVERHEAD SANITARY SEWER LINE REDUCER SCR STEAM RETURN LINE ri SANITARY SEWER CLEANOUT STEAM RETURN LINE, OVERHEAD n SANITARY SEWER LINE CAP ATM _—TIi STEAM TUNNEL ® SANITARY SEWER GRINDER PUMP ST STORM SEWER LINE 11-1/4' SANITARY SEWER BEND _ST ST STORM SEWER TUNNEL X 22-1 /2' SANITARY SEWER BEND - - - UD - - - - - UD - - - STORM SEWER UNDERDRAIN LINE 45' SANITARY SEWER BEND STORM SEWER LATERAL 90' SANITARY SEWER BEND W WATER LINE SANITARY SEWER WYE CW WATER LINE, CHILL WATER ]CK WATER LINE, CHILL WATER OVERHEAD Y FIRE HYDRANT CWR WATER LINE, CHILL WATER RETURN -� YARD HYDRANT WATER LINE, CHILL RETURN OVERHEAD WATER PIV FP WATER LINE, FIRE PROTECTION B WATER GATE VALVE HHW WATER LINE, HOT WATER n WATER LINE CAP WATER LINE, HOT WATER OVERHEAD � WATER LINE REDUCER HHR WATER LINE, HOT WATER RETURN If WATER CURB STOP WATER LINE, HOT WATER RETURN OVERHEAD ® WATER VAULT IRR— WATER LINE, IRRIGATION OW WATER WELL ------ ---- ------------------ WATER TUNNEL LANDSCAPE, BORDER AR WATER AIR RELEASE VALVE LANDSCAPE, SHRUB LINE � FIRE DEPARTMENT CONNECTION LANDSCAPE, TREE LINE 11-1 /4' WATER BEND 22-1/2' WATER BEND RAILROAD TRACKS SHEET PILING 45' WATER BEND WALL, RETAINING 90' WATER BEND WALL, STONE }�} WATER CROSS / / / / / / / / / UTILITY LINE TO BE ABANDONED IN PLACE t WATER WET TAP x x x x x x x x x x x x x x x LINEAR OBJECT TO BE REMOVED N WATER PRESSURE COUPLING CONTRACT/CLEARING LIMITS LINE WATER THRUST BLOCK SWALE FLOW LINE © COMMUNICATIONS MANHOLE - - - - - - - - PAVEMENT SAWCUT © COMMUNICATIONS VAULT BUILDING REMOVAL O ELECTRIC MANHOLE x X x x X x x X CLEARING/GRUBBING AREA X x x x x x x x OE ELECTRIC VAULT ASPHALT AND IN -PAVEMENT SUBBASE REMOVAL INLET PROTECTION WOODEN PORCH REMOVAL OUT-OF-PAVEMENT-•�- INLET PROTECTION -_-_-_-_- -_ ASPHALT MILLING TREE BARRICADE — - - - - �ii���i���ii��iii��ii��ii CONCRETE REMOVAL CULVERT STONE -LINED APRON PROTECTION GRAVEL REMOVAL CHECK DAM ASPHALT PAVEMENT, 41 SINGLE HEAD LIGHT POLE STANDARD DUTY M DOUBLE HEAD LIGHT POLE ASPHALT PAVEMENT, #c LIGHT POST HEAVY DUTY ADA SYMBOL, ACTIVE CONCRETE PAVEMENT ADA SYMBOL STAMPED ASPHALT AL_ SINGLE SIDED SIGN BRICK PAVERS = DOUBLE SIDED SIGN is -AL DOUBLE POST SIGN CONCRETE PAVERS SIGN BOARD 300.00 SPOT ELEVATION GEO-WEB AREA 310.2 tME SPOT ELEVATION - MATCH EXISTING ELEVATION TF:310.2 SPOT ELEVATION - GRAVEL SURFACE/ CONSTRUCTION ACCESS STRUCTURE ELEVATION TC.327.70 SPOT ELEVATION - TOP OF CURB BC:327.20 AND EDGE OF PAVEMENT.,:? MULCH $P9RC #1 PERC TEST SITE W W W W • GRASS/LAWN SOIL BORING SITE W W W e #1 TEST PIT SITE WILDFLOWER SEED MIX X OBJECT REMOVAL EROSION CONTROL BLANKET UTILITY EASEMENT ¢} _ RIVER ROCK LANDSCAPE BED O Ali 0 GRANITE BOULDER LANDSCAPE, TREE, EVERGREEN LANDSCAPE, TREE, EVERGREEN LANDSCAPE, TREE DECIDUOUS LANDSCAPE, TREE, DECIDUOUS LANDSCAPE, TREE DECIDUOUS LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB ORNAMENTAL GRASS AA PLANT SPECIES PLANT QUANTITY DETAIL NUMBER C#x# SHEET NUMBER ✓ u KEY NOTE Q REVISION -100.0' WATER LEVEL MARKER 3 STORMWATER SUBCATCHMENT 2.0 78 COORDINATE GEOMETRY POINT 11.25' PIPE BEND AT 11.25 DEGREES 22.5' PIPE BEND AT 22.5 DEGREES 45' PIPE BEND AT 45 DEGREES 90' PIPE BEND AT 90 DEGREES AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AC. ACRES ADA AMERICANS WITH DISABILITIES ACT AIA AMERICAN INSTITUTE OF ARCHITECTS AOBE AS ORDERED BY ENGINEER APPROX. APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG WIRE SIZE OR GUAGE BFP BACKFLOW PREVENTER BOW OR BW BOTTOM OF WALL BOC OR BC BOTTOM OF CURB CY OR C.Y. CUBIC YARD CB CATCH BASIN CFS OR C.F.S. CUBIC FEET PER SEC Cl CURB INLET CIP OR C.I.P. CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE C TO C CENTER TO CENTER CO CLEANOUT CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT DASNY DORMITORY AUTHORITY OF THE STATE OF NEW YORK DIA. DIAMETER DIP DUCTILE IRON PIPE DW DRY WELL DWG DRAWING EJ EXPANSION JOINT E/S EACH SIDE EOC OR EC EDGE OF CONCRETE EOP OR EP EDGE OF PAVEMENT EOS EQUIVALENT OPENING SIZE EX. EXISTING FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE OR FFEV FINISH FLOOR ELEVATION FG FINISH GRADE FH OR HYD FIRE HYDRANT FT. FEET GPM OR G.P.M. GALLONS PER MINUTE GV GATE VALVE HDCP HANDICAP HDPE HIGH OR DENSITY POLYETHYLENE PIPE HMA HOT OR MIX ASPHALT HOR. OR HORIZ. HORIZONTAL HVAC HEATING, VENTING AND AIR CONDITIONING ID OR I.D. INSIDE DIAMETER INV OR I.E. INVERT ELEVATION JB JUNCTION BOX LB OR LBS POUND/POUNDS LF OR LF. LINEAR FEET LP LIGHT POLE MAX. MAXIMUM M.E. OR ME MATCH EXISTING MJ MECHANICAL JOINT MH MANHOLE MIN. MINIMUM NIC OR N.I.C. NOT IN CONTRACT NTS OR N.T.S. NOT TO SCALE NYPA NEW YORK POWER AUTHORITY NYSDEC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NYSDOH NEW YORK STATE DEPARMENT OF HEALTH NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION OC OR O.C. ON CENTER OD OR O.D. OUTSIDE DIAMETER OF OVERFLOW STRUCTURE OGS NEW YORK STATE OFFICE OF GENERAL SERVICES OL OFFSET LEFT OR OFFSET RIGHT OSHA OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION PERF. PERFORATED PC OR P.C. POINT OF CURVATURE PCC OR P.C.C. PORTLAND CEMENT CONCRETE PE POLYETHYLENE PI OR P.I. POINT OF INTERSECTION PL PROPERTY LINE POJ OR P.O.J. PUSH ON JOINT POV POST INDICATOR VALVE PPM PARTS PER MILLION PSF OR P.S.F. POUNDS PER SQUARE FOOT PSI OR P.S.I. POUNDS PER SQUARE INCH PT OR P.T. POINT OF TANGENCY PVC OR P.V.C. POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI OR P.V.I. POINT OF VERTICAL INTERSECTION PVMT. PAVEMENT PVT OR P.V.T. POINT OF VERTICAL TANGENCY R OR RAD. RADIUS ROW OR R/W OR R.O.W. RIGHT OF WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN SF OR S.F. SQUARE FEET SPL STORM PUMP LATERAL SW SIDEWALK SY OR S.Y. SQUARE YARD SDMH STORM SEWER MANHOLE SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE SPECS SPECIFICATIONS SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA. STATION STD. STANDARD SWPPP STORM WATER POLLUTION PREVENTION PLAN TBM OR T.B.M. TEMPORARY BENCH MARK TOC OR TC TOP OF CURB TOF OR T.O.F. TOP OF FOOTING TOW OR T.O.W. TOP OF WALL TF TOP OF FRAME ELEVATION TYP. TYPICAL UD OR U.D. UNDERDRAIN VC OR V.C. VERTICAL CURVE VERT. VERTICAL VIF VERIFY IN FIELD WM WATER METER WQU WATER QUALITY UNIT WQV WATER QUALITY VOLUME WSE WATER SURFACE ELEVATION WSO WATER CURB STOP WV WATER VALVE YD YARD DRAIN Approved under the authority of a r POPIT adapted 2�ote)Cityy by the Planning Boardof Saratoga Springs. 5/ Z3 SUBMITTAL / REVISIONS �OF NE�,1, ID tip' P9 ti 1 t- � � U - r � C7 Fx E s oa o74751 v�' �CFESSI THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC LEGENDS AND ABBREVIATIONS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=002 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-002.dwg - (Layout: C-002 ) flats• Fri Anr 9R 7(lgd - 17.7d PM (Names- nhnr7a)