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HomeMy WebLinkAbout20220236 131 Excelsior North Spring Run Site Plan Plans As-ApprovedPROJECT LOCATION MAP ki SCALE: N.T.S. PROJECT VICINITY MAP AO - SCALE: N.T.S. North Spring Run Site Plan Application 131 Excelsior Avenue, Saratoga Springs, NY 12866 SITE STATISTICS TAX MAP PARCEL PARCEL SIZE #166.30-1-3 ±4.195 AC ZONING DISTRICT T-5, NEIGHBORHOOD CENTER AREA / BULK REQUIREMENTS: PROVIDED BUILD -TO LINE 0' - 12' MINIMUM FRONTAGE BUILD -OUT 70% 44%* SIDE SETBACK 0' 110, REAR SETBACK 0' 120' MAXIMUM BUILDING HEIGHT 50' 42'-1" *VARIANCE APPROVED PROPOSED USES: RESIDENTIAL (APARTMENTS) PARKING REQUIREMENTS RESIDENTIAL REQUIREMENT (1.5 SPACES / UNIT) TOTAL PROVIDED: SITE PLAN NOTICE OF DECISION: CITY OF SARATOGA SPRINGS MARK TORPEY. Chat MARK PINGe1. 14c Cha. PLANNING BOARD TODD FABOZZl '1R 4 KERRY MAYO MARSHAL City Hall 474 Broadway CHUCK r3tu MrnGUE Saratoga Springs. New York 12866 PATTY MORRISON TO S16SIET3S50 fax: 518.5�-9480 .+ww. Saratoga-spri 1 W .org NOTICE OF DECISION In the matter of the application - #20220236 131 Excelsior Avenue Saratoga Springs, NY 12866 Invcilving the premises with rax parcel no. 166.30-1-3 in the City of Saratoga Springs, on an application fps site plan review for a proposed 102-unit multi -family residential project and associated site work in the Transect -- 5 district. The Planning Board issued a Negative SEQRA Declaration on November 17, 2022. The Planning Board Issued a Special Use Permit on February 9, 2023, And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance, chapter 240, article 7.2 "Site Plan Review'. the Planning Board issued the following decision on February 23, 2023 (passed 5-0-1(Marshall recused) in favor: Torpey, Pingel, Fabcezi, McTygue, Morrison): d Approve site plan set with revision date December 5 2022 with the follo iN condito 1. The Board notes the applicants offer to maintain 20% of the total units as affordable (up to 80%AMI) for a term of 15 years. The applicant agreed to provide an annual report documenting compliance to the Planning Dept. 2. The applicant shall provide a public access easement for the portion of the civic space located on private property. The easement language shall be to the satisfaction of City legal counsel. 3- The applicant shall provide a cash escrow to the City ($72,000) toward traffic mitigation improvements a the intersection of Excelsior Ave. and Marion Ave.. as identified in the SEQRA Amended Findings Statement for Excelsior Park. The agreement language shall be to the satisfaction of City legal counsel. 4. An approximate 75-feet of existing vegetation along the east side of the property shall be identified as a no -cut buffer area on the site plan. A note referencing the Board's Conservation Area and No Cut Buffer Policy shall be added to the site plan. 5. On the west side of the property, them shall be no tree clearing within the NYS DOT drainage easement area except as authorized by DOT in accordance with their drainage easement for the purpose of constructing, reconstructing and maintaining berms, a drainage pipeline, and a stream channel. &The City shall be provided access through the property as needed to repair/maintain the Loughberry Lake dam. 7. Final plans shall be provided to the satisfaction of the City's designated engineer and the City Engineer's Office {DPW ), 8. The applicant shall provide a fee in lieu of dedication of recreation lands for each residential unit ($2,00 for each unit). r.�,afz 102 TOTAL UNITS REQUIRED: 102 UNITS = 153 SPACES REQUIRED 148 SPACES The applicant is repuired to; I. Provide documentation of conformance with all required conditions of approval. 2. Deliver a letter of credit or cash escrow In the amount approved by the City Engineer to the City. This must occur prior to final signature by the Planning Board Chair, 3. Submit one (1) mylar and two (2) paper copies of the final approved site plan set for signature by the Plartning Board Chair wiMin eieirteen ( I B1 months of approval as per Article T2.12 of the Zoning Ordinance. Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant has not started actual construction as per Article 7.2.14 of the Zoning Ordinance_ February 24 2023 `- - , Z `/'i i� Date filed with Accounts Dept. Chair ��- SHEET INDEX: S-1 L-1.0 L-2.0 L-3.0 L-4.0 L-5.0 L-6.0 L-7.0-7.2 L-7.3-7.4 April 26, 2024 SURVEY SITE PREPARATION, EROSION & SEDIMENT CONTROL PLAN LAYOUT & MATERIALS PLAN GRADING & DRAINAGE PLAN SITE UTILITIES PLAN LANDSCAPE PLAN LIGHTING PHOTOMETRIC DIAGRAM SITE DETAILS SITE UTILITY DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. on Conifer, LLC c � e r 1000 University Avenue RFAt ESTAti iD€Y@Eottatt#4t, CoN51RUl^tiok B. MANAO(ME.#T Suite 500 Rochester, NY 14607 Planning Board # 20220236 Approval Approved under authority of a resolution adopted �` _ 3 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: r PREPARED BY: The LA GROUP C.1 Landscape Architecture & Engineering P.C. People. Purpose. Place. www.thelagroup.com P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs, NY 12866 PROJECT ARCHITECT: 0 0 N Ike Caton Hintz P 609/883-8383 www.clarkecatonhintz.com 100 Barrack Street Trenton, NJ 08608 SHEET 1 OF 1 SITE LOCATION MAP NOT TO SC ALf /vEw Y02x srArE ?RourE so �k-a,• c.v. wHrrNE)l MEMORIAL HIqHWAy SOU MS aIll? 1X! v ES I� � 0UN 1,4�v s N do NEW YORK STATE ROUTE 50 FNA NORTH - SOUTH ATERIAL HIGHWAY BOOK 821, PAGE 467 MAP NO, 117 PARCEL NO. 136, CIRCA 1967 {SEE MAP NOTE NO. 4)- \ 395 �5. fwt I.'. Nam. 1 -�.:.w .., \ c`.x.rt.r. � � C30`� �--, �E. , , , - _ �� �8b.A0 i"I�yLC`�l �yC2 � � 395.5 c.77 J..L 'w.`~ "r .... - ccr c y�Q0091 N E7YV \ \ by _tGHV -.ice€.~..�. ` yr<�� - J 2g,, � -206-52 I LANDS NtE r \ \ C CITY OF SARAiOGA SPRINGS MAP REFERENCES: BOOK € lt`F. AGE NE F _ rAX I.D. NNO. 166, 30- # I.1 \ � 2?i`-...... •� ""pis.: �.., - _ ,.. '� ..,,..r' r"'" �k...� ./�-"�"' _ •^'.., ,. ,'`a-:`� \ \ \ 1. "MAP OF A PORTION OF EXCELSIOR PARK, SARATOGA SPRINGS, NEW YORK OWNED BY HENRY LAWRENCE PREPARED BY L.H. CRAMER, CE DATED 1875 AND FILED IN THE SARATOGA COUNTY CLERKS' OFFICE AS MAP NO. BB-48. 2. MAP OF LANDS OF SARATOGA DAIRY. INC. L516P373:L668P1TL1024P241 SITUATE AT EXCELSIOR AVENUE, CITY OF SARATOGA SPRINGS, SARATOGA �- �0� �' \ \ ^- - M — —� — 7R. --- �- COUNTY, NYS, TAX MAP NUMBER 166.30-1-1.2, 2, 3'" DATED FEBRUARY 7, 189 AND PREPARED BY RHINEBAULT SURVEYORS, P.C. THERE IS NO INDICATION _ �- THAT THIS DOCUMENT WAS FILET? IN THE OFFICE OF THE SARATOGA COUNTY CLERK, IT WAS ACQUIRED THROUGH THE OFFICE OF THOMPSOM•FLEMING — _'z''a- MAi LAND SURVEYORS, PC. off. \\\\ '�..� ANC! �,.._.. __. _.,..._ _ _ r RIM ELEY. 4z hi _.,,. — — — ___ � ._._. _...__, _,.. _ � 3. MAP ENTITLED "APPROPRIATION OF PROPERTY BY THE PEOPLE OF THE STATE OF NEW YORK, DIVISION OF REAL PROPERTY, MAP NO. 117, PARCEL 136.! vow cnvr;v iraTs CIRCA 1967". 1\ \ 1 oFPAVEMENT N T\AccESSIaLE \ i f i 1 I 1 �� I DRAIM4GE"EASEMENT -_— — — — _...........-„ — _...,...._.._ _ , ...... t 4, 'FLOOD INSURANCE RATE MAP, SARATOGA COUNTY, NEW YORK, COMMUNITY PANEL NO- 360728 0434 E" PREPARED BY THE FEDERAL EMERGENCY MAP NO. 92'fP+CEt NC). 947 MANAGEMENT AGENCY, HAVING AN EFFECTIVE DATE OF AUGUST 16, 1995. DRAINAGE EASEMENT \ I I \ MAP NO, 927, 5. SITE PLAN MODIFICATION ENTITLED "OLDS SARATOGA BREWING CO." PREPARED BY MILLER ASSOCIATES -MACE ENGINEERING P.C. DATED MARCH 21, 2008, 1 \ \\ _ � "' ♦ ) i ¢ 1 1 AND LAST REVISED APRIL 27, 2008. 6. "AS -BUILT SURVEY OF 130 EXCELSIOR AVE. PLANNING BOARD NO, 15,006 MADE FOR 130 EXCELSIOR AVE., LLC" PREPARED BY VAN DUSEN AND STEVESb,o LAND SURVEYORS DATED DECEMBER 19, 2016. b� ,, \ \ ELEV. - 272,07 1I 1 i 265.37 IN , OUT <: 261.97 MAP NOTES: .. \ ` \.�� � ° C8 STRU TUA� "` •.` s-" - � -�. y� ',. \ \ \ A71 1. NORTH ORIENTATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) AS ESTABLISHED UTILIZING TRIMBLE GPS. j b` 4'\ \RIM EL f271.24 -B ACK ToP OTT M 2. THE DATUM FOR THE ELEVATIONS AND CONTOURS DEPICTED HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88-GEOID 12A) AS ESTABLISHED UTILIZING TRIMBLE GPS. } I r\ \ f I I I k i S I f'- • ^,,.. "`^s 1 'ti ! may. \ � �`` � \. � � t � � � � S � •I � � i 3. REFERENCE IS MADE TO A CERTIFICATE OF TITLE PREPARED BY CLOSING USA, LLC AS ISSUING AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY BEARING CERTIFICATE NO. CO9000200000, DATED JANUARY 23, 2019, ITEM NO, 10 OF SCHEDULE B PART 2 EXCEPTIONS, ADDED MARCH 1, 2019, ! �, 0, 1 ! �' -' 1 \ 1 4 REFERENCES A PERMANENT EASEMENT FOR DRAINAGE ACQUIRED BY THE PEOPLE OF THE STATE OF NEW YORK BY APPROPRIATION DATED DECEMBER 15, ' T. aANK \ lam"LID 1� ,,`� e }___ 1 1.60 \ \ � � I 1967 AND RECORDED DECEMBER 15, 1967 IN BOOK 821 AT PAGE 468. , « "'� - \ l / ¢ /I ! $° ' 19,QyN RIM ELEV 270.6k r' ' .. `- \ ! / y S$ U c[ESSISLE INV. IN - 26T I8 \ \ ! t 1 < f t m , �` ! t \ . METAL. INV IN - 267, 28 4. THE HIGHWAY BOUNDARY OF NEW YORK STATE ROUTE 50, AKA THE NORTH -SOUTH ARTERIAL HIGHWAY, WAS ESTABLISHED BY APPROPRIATION CIRCA / / � �. � +� \ \� t ¢t � \ tt t ! , ✓ -�- .. \ \ .� j cnv>x'` INV. T = 267.Qe 1 f f 1 ! 967 IT WAS APPROPRIATED IN FEE WITHOUT THE RIGHT OF ACCESS TO ADJOINING PROPERTY. t / ' ✓ •- �• \, e <. ,� ` / f/ -gibj \ ®� m STiac€c rnr WITHIN R IDENTIFIED AS ZONE X, WHICH-_--- ✓rk fi AIA 5. IN REGARD TO FLOOD HAZARD, THE SUBJECT PROPERTY IS DEPICTED ON MAP REFERENCE NO 4 AS LYING W N AN AREA / IS DEFINED AS BEING AREAS OF 500-YEAR FLOOD OR AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE FOOT, ! ! f f •s�_ - \� ',• c = Grp" ` 1 RIM ELEV. - 2 7.63 ! 1 ..Y ¢ / I FIELD1 / ! / t J t •.,'� -� ! i ! � INV. IN = ,z6,I.n3 _ _ ._ ```'�.. �r • � � t � � � ,� ¢ r ,� ,� � �. I 6. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS AND INV, pbwT=264,p3 t I ) , F C) I SURVEY, THE LOCATION OF SURFACE FEATUERS SUCH AS CATCH BASIN RIMS, MANHOLE COVERS, WATER VALVES, ETC, AND ELEVATION DATA SUCH AS /� t COVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OF FIELD SURVEY UNLESS NOTED OTHERWISE, THERE MAY BE OTHER UNDERGROUND UTILITIES, t THE EXISTENCE. OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE, LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND I j I ¢ ¢ ¢ I j 1 ¢ f \ , / i \ t f c-®, P ¢ f ¢ P ¢ i ` >e i t f r f I \ .-� j STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION" MUST BE NOTIFIED y , \ tttM Eqv. PRIOR TO CONDUCTING TEST BORINGS EXCAVATION AND CONSTRUCTION. CALL B11. � I j J ii li I t j 1 li 1 � `,('��i _� ��,t ,� /' _._ � — „� Rt�f pH — „_ � ,` , INV. 0(jIt_ 20", i I i � • - ` •- 1 � I 7. IT SHOULD BE NOTED THAT DURING THE COURSE OF CONDUCTING THE FIELD SURVEY FOR THIS MAP THIS GEOGRAPHIC AREA ACCUMULATED SEVERAL I ( j I ¢ ¢ i I ttF , C>� ;M. """="'"" U f -- -- r f ✓ f f f I" 1 \ INCHES OF ICE AND APPROXIMATELY 18" OF HARD PACKED SNOW, EVERY EFFORT HAS BEEN MADE TO PROVIDE AN ACCURATE AND COMPLETE SURVEY; I ¢ f J 1 I 1 i I BOUA f Ji s d r_ RIM I = 7.32 �< { / ✓ HOWEVER, T AI N W COVER, THEUNDERSIGNED ANN T GUARANTEE THAT SOME OBJECT OR FEATURE HAS NOT BEEN OMITTED. r J ¢ � �• �? 7 ! ! I k✓ „r Wv. IN 2 .9t DUE O SAID CO CANNOT C ( j s !262.01 3 b 1 ✓ f j _ INV. T t f f e I Z3. IN REGARD TO ZONING THE SUBJECT OF THIS SURVEY LIES WITHIN A ZONING DISTRICT IDENTIFIED AS T-5 (TRANSECT ZONE 5 NEIGHBORHOOD CENTER). ! i i i ✓' i i i t{ i WV txtr\\ , IT IS BOUNDED ON THE EAST BY PROPERTY ZONED UR-1 (URBAN RESIDENTIAL-1)_ i I 1,� ' ` ` `\ ^_ �\ , f 4Lu DESCRIPTION OF A PORTION OF LANDS OF SARATOGA DAIRY INC. TO BE CONVEYED TO NORTH SPRING RUN, LLC CONTAINING 4.19# ACRES ALL THAT CERTAIN PARCEL OF LAND SITUATE IN THE CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW YORK, LYING NORTHERLY OF AND ADJACENT TO EXCELSIOR AVENUE AND SOUTHERLY OF AND ADJACENT TO NEW YORK STATE ROUTE 50, ALSO KNOWN AS THE C,V, WHITNEY MEMORIAL HIGHWAY, AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE DIVISION LINE BETWEEN' THE LANDS OF SARATOGA DAIRY INC. AS DESCRIBED IN BOOK 668 OF DEEDS AT PAGE 13 ON THE WEST AND THE LANDS NOW OR FORMERLY OF MICHAEL A. STELLA AS DESCRIBED IN DEED INSTRUMENT NUMBER 2007033377 WITH THE NORTHERLY LINE OF EXCELSIOR AVENUE .AND RUNS THENCE ALONG THE NORTHERLY LINE OF EXCELSIOR AVENUE, SOUTH 88 DEGREES 54 MINUTES 25 SECONDS WEST A DISTANCE OF 540.00 FEET TO ITS POINT OF INTERSECTION WITH THE DIVISION LINE BETWEEN OTHER LANDS OF SARATOGA DAIRY INC. AS DESCRIBED IN BOOK 516 OF DEEDS AT PAGE 373 AND BOOK 1074 OF DEEDS AT PAGE 241 ON THE WEST AND SAID LANDS OF SARATOGA DAIRY INC. ON THE EAST; THENCE ALONG SAID DIVISION LINE NORTH 11 DEGREES 03 MINUTES 27 SECONDS EAST A DISTANCE OF 342.95 FEET TO ITS POINT OF INTERSECTION WITH THE DIVISION LINE BETWEEN THE LANDS NOW OR FORMERLY OF THE CITY OF SARATOGA SPRINGS ON THE NORTHWEST AND SAID LANDS OF SARATOGA DAIRY INC. ON THE SOUTHEAST; THENCE ALONG SAID DIVISION NORTH 60 DEGREES 44 MINUTES 39 SECONDS EAST A DISTANCE OF 81.00 FEET TO ITS POINT OF INTERSECTION WITH THE SOUTHERLY HIGHWAY BOUNDARY OF NEW YORK STATE ROUTE 50 AS ESTABLISHED BY NOTICE OF APPROPRIATION IN BOOK .1 7A PARCEL 1 Al 7:T N $21 OF DEEDS AT PAGE 467 AND BEING DEPICTED ON APPROPRIATIONMAP NO 1 S A CEL 36, CIRCA 96 HENCE ALONG SAID HIGHWAY BOUNDARY THE FOLLOWING THREE COURSES: 1) SOUTH 71 DEGREES 08 MINUTES 41 SECONDS EAST A DISTANCE OF 33,00 FEET TO A POINT; 2) NORTH 88 DEGREES 28 MINUTES 19 SECONDS EAST A DISTANCE OF 206.52 FEET TO A POINT: AND 3) NORTH 83 DEGREES 09 MINUTES 19 SECONDS EAST A DISTANCE OF 159,00 FEET TO ITS POINT OF INTERSECTION WITH THE FIRST HEREIN DESCRIBED DIVISION LINE; THENCE ALONG SAID DIVISION LINE SOUTH 01 DEGREES 11 MINUTES 40 SECONDS EAST A DISTANCE OF 379.74 FEET TO THE POINT OF BEGINNING, CONTAINING 4.195t ACRES, BEING A PORTION OF THE LANDS OF SARATOGA DAIRY INC. AS DESCRIBED IN BOCK 668 OF DEEDS AT PAGE 13 AND BEING COMMONLY KNOWN AS NO. 131 EXCELSIOR AVENUE IN THE CITY OF SARATOGA SPRINGS, NEW YORK. CERTIFICATION: TO NORTH SPRING RUN,, LLC, A NEW YORK LIMITED LIABILITY COMPANY AND FIRST AMERICAN TITLE INSURANCE COMPANY. YT T Y I IT A THIS 15 TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH S BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 8, 9, 11, 13, 16, 18 AND 19 OF TABLE A THEREOF.. THE FIELDWORK WAS COMPLETED ON MARCH 05, 2019. DATE OF PLAT OR MAP: MARCH 05. 2019 SIGNED BY: DAVID H. BOGARDUS, PLS 49,380 AS AN OFFICER OF THE FIRM NORTHEAST LAND SURVEY & LAND DEVELOPMENT CONSULTANTS, P.C. ;< . f0CI ................... DEED CALL W/W ... WrtH WIRE C,I.R S .......................... CAPPED IRON ROTS SET I P.F IRON NNE FOUND C: ! R ., ... GAPPED IR,,)N ROD FOUND I R F . .. dRON RO13 FOUND 1 IC00,2-* ... TAX MAP SECT€(>N-BLOC:K107 9.769 F.9. •............. DEED K & PAGE N/P NOW OR FORMFRLY {1765I....................... DEED INFORMATION tx+ OVERHEAD UIILIT'f LINNETS TYPICAL Lot NUMBER PER MAP REF. NO' '; GRAPHIC SCALE p 10 20 40 i 4 I I i i 7'xrc tsfiT f' .r .' r I} i g ii 1 STORY BUILDING i i i F t' " x `' t e / ? ► `. NO. 131 EXCELSIOR AVENUE i t � r LANDS N/F Uf ( I ! i f € I ¢ f � 8" 4�RT �1PE ,\.. ` f, !! / 1 1 I I � � i �� ON CONCRETE SLAB ! 11 t 11 j of 1, f f! I LANDS OF SARATOGA DAIRY INC. f ¢ 1 f � BOOK 516, PAGE 373 !f �. , t t i t I I k SARATOGA DAIRY INC.� � t I � � t � � � � I BOOK 1074, PAGE 241 � ¢ ¢ � f � f / / ! ,� TAX I.D. NO. 166.30 i-2 ! ¢ 1 A 1 ! f % f ✓ ✓ ` ✓/ l f / !! l !,! DEED BOOK 66$, PAGE 13 / ,f /fit>i 11 i , f a ✓ ; j ! ! t /t l ! t TAX M NO. 166.30-1.3 ! ( COMMERCIAL BUILDING r� 1 f/ ! t f J f I n ✓ t / t , �'✓ BUILDING FOOTPRINT AREA =31,436t SQ.FT ftt r ✓✓f✓tt%t /fftt !f I , f�;� °�,r'' ' f fl AREA = 4.195±ACRES z ! J t> f ✓ f / J / 1 1� CONCRETE � P I f ! uj I STORY BUILDING u � � i ¢ I f ✓ f 1 ! A !CONCRETE'1 $j ,��tA � EASE iy>"` , 1 ! / f � ON L�B t f I ! f f ! f ! ! ! ! ,,MAPIN, 27, PARCEEtill t eta l I t �/! / ff t �/ I1`� Y ° CPNc. t f t f / //,, / !, EL1 C. 1 1A , .A J TRANS. �f � t / It J J11 j f,, . � t 1, t a¢p`I• . f/ t✓ ,, f Jj '' t� �. ' i I I i 1 I � 1 1 l ff c.vwc. 1 f t %! �� // It 1 �✓✓ ✓ ✓ It . � /t�/,,F���if�`ff svAca.`cUR6 f R J 2 STORY BUILDING rn` % %f i J / ✓ ✓ �. I /// /ff / !! %/ ON CONCRETE SLAB I `Ci fRlns €zV.;� z:z.67J 41 WITH DRy'` a SPRUf , RO i NCHMARK SPIKE SET IN— UTILITY POLE NO. 32-1 ELEV.269.39 itf l i!! f' z: J j" I!t/ t r t j i ) j 1 t! t, ! / t cTL�at~�rCI7� I . -x �., i ¢ D�scRII'TIaN A�arnr r \' c EF,E. E f i eA ! 1 ¢ �I+ sir 1rvrN (� r ii i , !; t t �� ' tw �f �! ¢ i := 269,18 \ «.... ..,,.,.. ; I ¢ 1 F7h::fL. lJ L� AREA r� I I s ¢ 5' t I !z , . I _ �...� __ m E I ! ¢ cup' ti _..._ ._. d ¢ ! ! 1MAPLE_ ;' _ _ N I f r . 7 3 1 r5 T I ¢ r �{3TT M OF BA ¢ , r - 254.a6 A; / l _ RIM ELEY, 4 26€ ,80 �� wr v��c.�€ �� r ' �� � _ � �. lf�C `-� 5 / l i R � /r! t I MH C /4 ANV, OUT = 263 10 4 Ft.C)1N ELEV. r t.I 1`;I,y\,f•;: -!l1.'•t`Y'\ `�i�r(Y.w"^..nLTL� / f1 Y?. ��f s.a s rw..�....� :xa.,... �./.y «..S..*' ..®.�. ....,., .. >.,:,. ... •r, :, i «I. .�r,w� �,�ww$".. ,... • 27I PVCr "V40 .V:07/ ., , TAL 256, t 8$5425W 1 /,75 x H16HWA BUNDARY LAN , j340ww�as i".I.1:FyVt :e r' ,kii3tilGt ?�N Ilea RIM E1XV. . - 26906 / \ , N _ , ti w t \ .fi3 /. _.. _.. - 3 ' 5' WIDE.CONC R! TE SIDEWALK AHEAD r� L S7faN ' YIN 'T 6' WIDE CONCRETE SI EA'aK \ G _ Pp' p� �; .....,_.. ,� ,, ." A �r .. �B ���" �'f:C3hiG. C:Cr 'v' „ t ,,........,-. LP _._ : L - _. - ' RIM ELEV. < Z69..65 , ApL€ Cc.Ne.. CURB r _ �y, — - Low INV. OUTIZ66.6 �i ,, Y v _ MCI c — W .. _ ...---. ,. r yy _..,,_ ..., z CPP STORM se�V r _.._ _..._. — . _ _M — ._. ,� _. '--._ _ __, — ......_wr .-,_ST >t L�I._,a l w # _._,. _.,...._,,, �,._—....,,, w , ,. _,,,,. W 12` DIP WATER MAIN S WATER MAIN , w f — S�.. .. . w ., ..,_�„_ w .�..,m w.._.... v �� ...,,,,,,,,,,.....,..w...................... w w f Ixs� til..w.264 3z w ........... .. ._.. w _ _ _ yy .. �,.. —_ .._...,..- w .... ...._. „ _ ' _ r- I INv. OUT-263.77 1i-SANITARYSEWER �___..( �" SA sA—" " $A � -� SA "»µ _ ¢ ^^t-_ _ — � \`w��` PeSVEi�IEITI�_a.._ RAM ELEY, = 267.73 INV. W - 260,33 L 4 i 6 W nr... a4 w _ ...I.,,, ...,,...... m,.. m INV. OUT = 26Q.28 ............".,.,.. ----. CB w.._.. _ - I I6" 5 TARP f117R w'�,4 _-�------.,`"."""•,�. tri - Fn--r•-�---�--- f"Fm kL�" yzz:z Pit, ¢Ii INV, OUT ¢ I tI W. our L�. , 254,40I__ I J - 253.86 .._ w —.._. w yr I R` SA11r{TARP SE WER _ S4 ` ... ,.•.. .,.56_ _ sa MA 711YEMENT UE (PUBLIC ;HIGHWA Y) RAMELEV = 271.84 wV, IN-j263,80 l i J r6" SAdvrTARv �pPc w,IN + — Hi57 f1RICALLY KNOWN AS SPRING AVENt1E" PORMERLY NEW YORK STATE<R4UTE 50) IN nu3 2bz.94 „ I FM I nr STORM MN N # _ L „* " ✓ H E� ., �---ice- , - _ � OH «34 H 33 �r \r^e 01�y o6 Z < r 00) Lz cn Z a� a 0_ �} Q z 0 I— < Z Lu f < a- 0 a. _j. }-- W 0 rY ouj LM Z,: T I °tea z< ON � ( IN FEET ) I inch = 20 M EROSION AND SEDIMENT CONTROL NOTES: NYS ROUTE 50 - SOUTH s BOUND ~ NYS ROUTE 5 _ w . _ _ -- W - - W w --- - 0 NORTHBOUND \ _W ---- _.._ ......._..__....._..._.. t Y _ .>..... .._... r �___...._.. _ �►.. _ PROPERTY LINE r _273 i r ..^,..... ...,,.,.�r•. i .. . F \ - _... 4 . EXISTING _. LINE,Y \\ - STRUCTURE TO REMAIN I _ ...... \ n r'" et / \Ek DEMO AND 0 \ C9 S S 2`= STOCKPILE APPROX. LOCATION OF \ EXISTING STORM cvicTmir_ coomir_ �� ` t 1 REMOVE AND DISPOSE VEGETATION ti 1 _ •.. \ \�rt i ..... rZfl .. STORM PIPE TO BE REMOVED AS / PART OF CITY OF SARATOGA \` -- SPRINGS CULVERT -: r REPLACEMENT PROJECT l t 1. Va " t� / � I o f U R a�0 a 2 SILT FENCE, L 7 0' : TYP. Cyr ALL DISTURBED STEEP SLOPES SHALL RECEIVE EROSION CONTROL MATTING ;J EXISTING UTILITY POLES TO BE -' REMOVED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY j HT i\ z, / H B P M5 E PROTECT EXISTING TREE TO REMAIN ` `= INLET PROTECTION • \ 1 .....».. _.__.... _...._ : ��`.`� v .. ...... yr _....- {y ............._.... .-. SA REMOVE LIGHT POLE AND � ... BASE, TYP. _ _.SA STABILIZED ......_._....................__ F:A ._.._.......-1---_......_._ pie__._................._.._. f....._..1,... ,.l .....:..... c �, ._:,� ___._..._ _____......._-___....._._. ry .._._._._.._ CONSTRUCTION ENTRANCE 2fi ..�� .._. CONTCONCRETE RACTOR TO LOCATE AND 1 t 7•0 WASHOUT CAMERA EXISTING SANITARY t 1' SERVICE TO DETERMINE CONDITION FOR POSSIBLE REUSE LEGEND PROPERTY LINE PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING WATER SERVICE EXISTING SEWER SERVICE DRAINAGE EASEMENT TO VERIFY SIZE, MATERIAL AND CONDITION FOR POSSIBLE REUSE SILT FENCE REMOVE STRUCTURE REMOVE PAVEMENT REMOVE VEGETATION STABILIZED CONSTRUCTION ENTRANCE CURBING TO FACILITATE NEW CURB RAMP REMOVE AND DISPOSE UTILITY LINES AND CURBING REMOVE AND DISPOSE INLET PROTECTION I TREE P. I IL 3' L-7:0 I 1 1 1 E w ZLU J } 1~ I0- 0 o_ 1 1 ROLLED EROSION g CONTROL MATTING REMOVE AND DISPOSE VEGETATION 1 W Z - W ca U O Z -INLET PROTECTION FOR PROPOSED DRAINAGE l STRUCTURES, TYP 1 1 I I ROLLED EROSION CONTROL MATTING REMOVE CONCRETE SIDEWALK AND DRIVEWAY APRONS, TYP. 30 0 10 20 30 Scale: 1" = 30' SA Planning Board # 20220236 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson / O �. Date Signed: 9 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-001'. 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. 3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A'TRAINED CONTRACTOR', 4. PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HAUL/ACCESS ROADS, FIELD OFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR (SWPPP INSPECTOR) AND OWNER'S REPRESENTATIVE FOR APPROVAL. 5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED T THE OWNER'S REPRESENTATIVE. IF THE ON 0 0 0 S S CONTRACTOR PROPOSES A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. i 6. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLIMENTATION. 7. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA SPRINGS REQUIREMENTS. 8. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED IN ACCORDANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. 9. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP. 10. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 11. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE CORRECTIONS NOTED. 13. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED INSPECTOR. SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED, 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED, 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 6. HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF BY A LICENSED HAZARDOUS WASTE CARRIER. 7. CONTRACTOR TO LOCATE AND EXPOSE EXISTING WATER SERVICE TO VERIFY SIZE, MATERIAL AND CONDITION. IF EXISTING WATERLINE IS ACCEPTABLE IT SHALL BE REUSED. IF NOT ACCEPTABLE, NEW WATER SERVICE SHALL BE INSTALLER AND EXSITGN TO BE REMOVED/ ABANDONED. k(*M)= The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 Project No.: 2019013 Design: DRC Drawn: BCS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Rev: Description: Date: Drawing Title Site Preparation, Erosion & Sediment Control Plan Drawing No. L-1.0 NYS ROUTE 50 - SOUTH BOUND NYS ROUTE 50 - NORTHBOUND _ NEW a a`RK STATE ROUTE 50, FNA NO TH - SO07H ,ATER AL HIGHWAY MAP NC). ' 17 PAR -EL N01. 136, ''-f -,CA 1967 a ;.SEFF MAPNOTf NO, 4? ♦ PROPERTY LINE..__ t ,M r"JE`S Nip Of CITY OF SARATOGA SPRINGS � 3 ;�0K NDFFAc3ENDF ♦ 3-5'HIGH PAVEMENT MARKING RETAINING WALL WOODED / ``� ��� ♦♦ NUMBERING, TYP. � -- W FIRE TRUCK MANEUVERING INSTALL EV-CHARGING STATION AND SIGNS, TYP, OF 4 `—TREELINE L20-FT HT. LIGHT POLE, I(TYP.) DUMPSTER ENCLOSURE FLUSH CURB TRANSITION CURB ACCESSIBLE PARKING, (TYP.) CONCRETE PAVEMENT, TYP. 12' BUILD TO LINE DECORATIVE STREET I b I ASPHALT t --CONNECT TO LIGHT, (TYP.) \ L-7.1 J SIDEWALK, (TYP.) L-7.0 GREENBELT TRAIL PROPERTY OWNER SHALL BE RESPONSIBLE FOR SNOW REMOVAL OF PARKING SPACES ALONG EXCELSIOR AVENUE LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2, ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 9. ANY PROPOSED FEATURES THAT ARE PLACED WITHIN THE DRAINAGE EASEMENT COULD BE REMOVED BY THE SARATOGA RESIDENCY FOR THE MAINTENANCE AND REPAIR OF THE EXISTING NYSDOT DRAINAGE SYSTEM. LEGEND PEDESTRIAN ASPHALT PAVEMENT I CONCRETE PAVEMENT (EXPANSION JOINT) L(CONTROL JOINT) C1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for., Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 NEh� y C-3 r � n W Lu � � 2 491339 ��C! v AR�FES510�� SIGNAGE Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Rev: Description: Date: 30 0 10 20 30 Scale: 1" = 30' Planning Board # 20220236 Approval / 2 Approved under authority of a resolution adopted Z Z-3 Lj by the Planning Board of the City of Saratoga Springs. q44If' P Chairperson a S�9 Date Signed: Z Drawing Title Layout &. Materials Plan Drawing No. L-2.0 __ __..... ...........--------- A, ....._. ............. - ..... NYS ROUTE 50 - SOUTHBOUND NYS ROUTE 50 - NORTHBOUND ADJUST FRAME -. ♦ INV. IN (6",SE): 267.00 PROPERTY LINE ^. .. •• � '� o AND GRATE INV. OUT (12"): 263.43 _ OUTLET CONTROL RAISE FRAME 1 RIM: 270.40 ♦..... - - _....._ TW: 275.50 STRUCTURE AND COVER \ \ ♦ „\` TL ADJUST FRAME Fy.._. _. TW: 273.00 _..._ _..._ TW: 276.50 _......__ .> 2 5 BW: 273 50 RIM: 272 1 .00 AND GRATE _ '; - BW: 271.25 ,, _.. _ _ BW: 271.50 _ ......-.._ ... .__ . IN (12"): 265.00 74e ♦ �^ - 264.90 _ \ RIM: 269.50 __.. L.- ; , - ...._ ..... ... .'_.. ::;�..._ ... INV. OUT (12") RIM: 2 • ___ EXISTING y, , _ ����'8 DRAINAGE 272.40 _ ?s�'s ' EASEMENT 274.90 \ BOUNDARY �^ 13 LF OF 6° TC 272.4 272.30 J_R PE 9.6% @ BC 271.9 ___ � 340 LF OF 48" CMP UNDERGROUND 275.00 TC 272.7DETENTION PIPESBC 272.2 271.905"0INV. ELEV.: 265.25 1.00TC 270.BC 270.1 (4"): 268.50 137 LF OF 1T (6"): 268.25 HDPE @ 1.0% 271.30 = 2j TC 273.9 2�o z7� BC 273.4 I 89 \ 2 ;�. •.,;:•: .•. S 27�0•.;x,L TC 273.6 w 1 f•: '' �� ,•,.,::' r� .. ;,.;s• .; s BC 273. I / r MH-2 ` RIM: 268.30 ROOF DRAIN W/ ems- ' -' INV. IN (12",N): 262.30 �P �� SPLASH BLOCK v INV. IN (12",S): 263.50 O 1 LSTORMWATER PLANTER (SMP-1) Z / INV. OUT (12"): 26211 .20 :-; 0 TOP OF PLANTER: 271.50' / -± BOTTOMOF PLANTER 270.50' FUTURE 12" HDPE STORMI LINE AND MANHOLE TO75 LF 12" CB-4 BE INSTALLED BY CITY OF N HDPEOF1.5°jo RIM: 270.80 MH-1 1 @ RIM: 271.70 / SARATOGA SPRINGS :.�. INV. IN (12 ,E). 268.50 � `~ INV. IN 12" 268.20 / INV. IN (12"): 261.00 INV. IN (6",S):269.00 40 LF OF 12" ( ) a HYDRODYNAMIC PROPOSED INV. OUT (12"): 268.40 HDPE @ 0.5% IN U (12") 268.20 2 V OUT CB-6 4 STORY BUILDING 272.50 RIM: 272.20 a SEPARATOR ST ST INV. IN (8"): 269.35 1 RIM: 268.25 FFE: 272.50' TC 272.9 INV. OUT (12"): 268.90 1 i 20 LF OF 12' 0 i INV. IN 12" 262.10 0 BC 272.4 EXISTING / 1 INV. OUT 262.01 Z6e r HDPE @ 1.0 /0 272.2p ry� TC 273.0 z DRAINAGE I (12"): / L EASEMENT STORMWATER PLANTER SMP-2 73 LF OF 12" F BC 272.5 m I TW:268.00 ( ) BOUNDARY BW: 265.50 / TOP OF PLANTER: 271.50'>� �'� HDPE @ 0.5% ti I 1 s CB-2 BOTTOM OF PLANTER: 270.50' . ' } TC 271.45 / f / r RIM: 267.50 ROOF DRAIN W/ `' Y�;:'•2� BC 270.95 ry1ti a INV. OUT (12"): 263.70 ti SPLASH BLOCK •• �'j�::: TW: 268.50 0 FFE ELEVATION 273.95 f;.. 1 BW: 266.00 CHANGE :'',,;�; TC 271.75 95 LF OF 8" / '°; .• 1 / \ '�::'•rs BC 271.75 HDPE @ 2.0% T 27 . TW: 269.00 0 ' • ti .. G 3 65 j f BC 273.65 ` YD-2 BW: 267.50 / YD-3 15"0 HP 271.5 TC 272.45 '� RIM: 273.25 ! r �OC, \ TC 270.8 \ �' RIM: 271.00 BC 271.95 TC 274.20 BC 273.70 INV. OUT (8"): 271.28 BC 270.8 INV. IN(4"):268.50 105 LF OF 6" 1 TC 274.40 8��� / INV. OUT (8"): 268.25 y `'�� HDPE @ 1.0% BC 273.90 I 1 , ',', % 'Q 27 LF OF 8" HDPE @ 1.0% 2 26 LF OF 8" HDPE @ 1.0% b ti TC 273.00 V _ A ff TC 270.00 270.38 0o ry BC 272.50 TC 270.7 1 YD-5 / CB-7 a BC 269.50 BC 270.2 YD-4 m ----**\ RIM: 270.00 TC 273.78 274.50 m RIM: 269.10 TC 270.50 N INV. IN (8" N):267.87 RIM: 270.10 ROOF DRAIN BC 273.28 INV. IN (12"): 264.37 ( ) BC 270.00 INV. IN 6" E 267.90 INV. IN (8"): 268.23 CONNECTION TC 274.15 r INV. OUT (12"): 264.27 TC 270.3 ( ) INV. OUT (8"): 268.13 TC 273.40 BC 273.65 �' 129 LF OF 12 BC 270.3 INV. OUT (8'): 267.77 BC 273,40 /: HDPE @ 2.0% 270.82 YD-6&7 TC 273.55 1 MH-3 TC 270.7 270.90 RIM. 270.00 FFE: 275.0' 1 RIM: 269.00 TC 269.87 I BC 270.2 FFE 271.0 270 82 BC 273.55 INV. OUT (6"): 268.00 INV. IN (12"): 263.59 �' o BC 269.37 YD-8 - CV TC 269.75 INV. OUT (12" EXIST.): ±263.05 TC 269.60 RIM: 270.00 23 LF OF 8" HDPE @ 1.0% BC 269.25 INV. IN 8" N 267.64 ° TS 274.88 \\ � N BC 269.10 ( )� 24 LF OF 8 HDPE @ 1.0 /o TC 269.0 INV. IN(6" E): 267.90 ROOF DRAIN TS 274.88 TS 274.88 BS 271 96 1 BC 269.0 INV. OUT (8"): 267.54 ONN TS 274.88 BS 273.72 BS 274.30 274.88 C ECTION I BS 272.55 J 274.20 273.62����� - - 34 LF OF 12" 269.92 270.02 274 60 HDPE @ 2.0% 7 270 83 271.86 273.30 w \ o 2 0.84 273.95 ; __ 269.5 ��0 270.63 �� � 272.28 N .:.��7 �, 269.3 270.45 � 0 TC 268.65>� - _ _...... ..__ BC 268 65 ........... 4 _ _ T � 271 6 # A - �^ _...-268 S, NTC 270.70 BC 270.20 - .. ........... ': RIM1270.40 -_.-------- ------------------------------------ INV. OUT (12"): 267.10 ........ - 35 LF OF 12" HDPE @ 1.0% -CORE INTO EXISTING STRUCTURE INV. IN: 266.75 1 FA __.... ..... _ n �....._ ............. � ... . -MEET LINE AND GRADE OF EXISTING CURB GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/5/2019 PERFORMED BY NORTHEAST LAND SURVEYORS, LLC. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12, ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). LEGEND PROPERTY LINE - - PROPERTY LINE -- . .....: -- --- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 270 PROPOSED MAJOR CONTOUR 272 PROPOSED MINOR CONTOUR ST PROPOSED STORM LINE 0 PROPOSED CATCH BASIN 271.50 PROPOSED SPOT ELEVATION AD■ PROPOSED YARD DRAIN EXISTING STORM LINE 30 0 10 20 30 Scale: 1" = 30' Planning Board # 20220236 Approval Approved under authority of a resolution adopted L3 by the Planning Board of the City of Saratoga Springs. Chairperson���'_r� Date Signed: The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for. - Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title: North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 FNLF %<, 9� * O 9 r Cl n ' W 1339 Project No.: 2019013 Design: DRC Drawn: BCS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Drawing Title Grading & Drainage Plan Drawing No. L-3.0 UTILITY NOTES NYS ROUTE 50 - SOUTH BOUND ~``�•�..•� _..__.____... W _._ W __.._ W ____...__._..__ ._ NYS ROUTE 50 -NORTHBOUND REPUTED LOCATION OF �. W -,_ ._ EXISTING 30" DIP RAW WATER TRANSMISSION LINE W - _ w ---- ..... -.._ __-__ _._. ---__.___.....____...._. PROPERTY LINE go ' _--------- _......_ W ---- _._------------- _......_........ , w __ _ _17-_ ' f 18" X 6" SDR-26 SEWER SADDLE CONNECTION 18" INV. (EXIST.): ± 264.15 6" INV. ELEV.: 267.88 EXISTING 12" WATER MAIN -- - - EXISTING 18" PVC SEWER MAIN 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE SARATOGA COUNTY SEWER DISTRICT #1 IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 4. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 7. PRIOR TO CONSTRUCTION, CONTRACTOR MUST FIELD VERIFY GRADES OF EXISTING SEWER MAINS TO WHICH THE NEW SEWER WILL TIE INTO. WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5-0". 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL BE REQUIRED TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 6. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 7. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 8. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 9. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF APPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT #1. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE SARATOGA COUNTY SEWER DISTRICT #1, PRIOR TO INSTALLATIONS. 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER DISTRICT #1 STANDARDS. 6. LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELL PVC PIPE ASSOCIATION, UNI-B-6-98. LEGEND PROPERTY LINE --------------------- ---- W - — EXISTING WATER SERVICE ......_.._ .............. _aA...._..................__ _ EXISTING SEWER SERVICE w PROPOSED WATER SERVICE PROPOSED SEWER SERVICE cod PROPOSED SEWER CLEANOUT - -- EXISTING AND PROPOSED STORMWATER INFRASTRUCTURE 30 0 10 20 30 Scale: 1" = 30' Planning Board # 20220236 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. kc*am) The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for, Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 NE C1 J � $ 9 r w n ur c� FE'ss�� Project No.: 2019013 Design: DRC Drawn: BCS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Drawing Title Site Utilities Plan Drawing No. Chairperson Date Signed: L-4.0 PLANTING NOTES: NYS ROUTE 50 _ SOUT 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL HBOUND GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE WORK. NYS COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 ROUTE 50 - NORT "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD 15. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN HBOUND BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE THOSE IN THE LOCALITY OF THE PROJECT. IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL PLANTING LIST. POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND _¢ NEW YORK E ROUTE 50, � �tF> FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF 16. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING `��`� TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND _* �.� �-'�.,__.._....,,.�, "''"` "° 117 F,az`t.;..r�~' ='rt �'`'' ` BRANCHES OR ROOTS TIP -TO -TIP. GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF (>I< r NOY1- nor,. di SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, - �== \ ` _.._.--_._.._.. __.... ` � _ems. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO GERMINATION, ASEED, A 0 AND MAXIMUM PERCENTAGE OF WEED S �..~.. __.._......-.-.,_. _..... �.. ....._... ....._. ..._.... _._..._ __.._... _.............__._:.�......__ __��'�� ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS S ALL FOLLOWS ♦ '~""-~-•_____ ..,; BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY' WITHIN THEIR r.rarus rr oft PROPERTY LINE- --�������-���������•�� I CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE PROPORTION GERMINATION PURITY cit'iIC�FSA�,a7CaG,aS�RiN�� f� r-OV A�(). SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE COMMON NAME BY WEIGHT MINIMUM MINIMUM AX1-.k 66.3- LANDSCAPE ARCHITECT WILL BE REJECTED. ~ / ♦ WOODED ( 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER CREEPING RED FESCUE 50% 85% 95% l 1 I 5. GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. TREES SHOULD BE FRESHLY DUG DURING THE SEASo N F PLANTING, O O OR CHEWINGS FESCUE 0 KENTUCKY BLUEGRASS 25/0 85/0 90% 1 ! MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH :~J~ CK TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL PERENNIAL RYE 25% 90% 90°10 DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 85 I O 1 6. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY 17. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM a PLS n LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND 70 75 1 THE LANDSCAPE ARCHITECT. BASED ON THE USDA CLASSIFICATION SYSTEM MAXIMUM CLAY PRF PPV b AR I T CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL PA -n I 7. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, POTENTIAL FUTURE r ::,._:. : Q Q I I I PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE AND CONNECTION TO jP.>. • LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF NEIGHBORING PROPERTY==�1� ==� PLANTING. TOXIC MATTER HARMFUL TO PLANT GROWTH, =� - 2 G T I 1TOPSOIL 8. CONTRACTOR HALL PROVIDE N LA TIN W CONTRAC O SLOG LASTING, SLOW RELEASE T P F A TER FERTILIZER IN EACH CANTING PI OR TREE SHRUBS STARTER C SS US SPECIFICATION: 1 AND PERENNIALS. Pi TOP SOIL AND I 9. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED ° SEED, TYP. 1 BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS SIEVE /o PASSING BY WEIGHT CHEMICAL ANALYSIS 3 3 3 MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND MIN. MAX. SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK #10 100 PH RANGE: 5.2-7.0 I ='' I MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD #20 78 95 ORGANIC MATTER: 4%-6% 3 3 3 = SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN #40 67 87 MAGNESIUM: 35LB. PER AC HS GB < ( GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. #60 48 78 PHOSPHORUS: 75LB/AC z =r 3 3 2 Z .::>> 4: I 10. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN #100 40 75 POTASSIUM: 85LB/AC �- CA GB IG _ ' ` i ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT #200 28 63 SOLUBLE SALTS: NOT TO EXCEED LIST, THE PLANTING PLAN SHALL GOVERN. 500 PPM a HS -o #270 22 55 10 11, MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS .002 2 7 M I TREELINE Imp PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING I 3 PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND 18. NO MOW SEED MIX SHALL BE ERNST SOLAR FARM SEED MIX OR HS r_ UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE EQUAL GA DAIRY '�;`� Z m INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND COMMON NAME MIX COMPOSITION . 3 3 I RE -SEEDING AS NECESSARY, F074 PAGE _ ..; f :.:.,'....: CA CA 12. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS o CREEPING RED FESCUE 45.5 /o d 3 3 AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN p CA IG QUO � QFESCUE, INSTALLATION N IN PROTECTION D RINGA D MA MAINTENANCE PERIODS. S SWORDI 0 HARD FE E WORD I SCU S 15.0 /o 1 TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. -COhI.RTYAf2D` I 3 3 •- GMT •x 1 HARD FESCUE,'JETTY' 15.0% �� JH CA x 13. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: Off, _.: 1 �� 3 j 13.1, PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD, CHEWINGS FESCUE 10.0% G'cc� HS DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL I DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR 'Q 1 1 TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW 0 KENTUCKY BLUEGRASS, 'MAVERICK' 5.0 /o JH CK i SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED i BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADERS ) o KENTUCKY BLUEGRASS, SHAMROCK 5 0 /o S, DECIDUOUS TREE 1 WITH VIABLE TERMINAL BUDS .TREES SHALL BE PLUM B AND PLANTING, (TYP.) L-7.2 1 SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 0 WHITE CLOVER, DUTCH 4.5/0 3 1 13.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF CA 4 SHRUB PLANTING, (TYP.) 2 i GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH CA 6 2 3 L-7.2 I COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE / PROPOSED CA IG GB SPOTS NOT EXCEEDING 5"X5" 4 STORY BUILDING 9 9 5 1 62 UNITS AS AS 3 PROPOSED JH 1 CK E'��-=���� ���" E 3 1 1 GB 4 STORY BUILDING 1 3 HK HK 40 UNITS 4 LEGEND CA HS 4 �� HS 7 W.'1'" 4 2 IV IV HS AV''?' / 1 CK IG CA 1 `' '' 1 PCA I I PROPERTY LINE 12' BUILD TO LINE HK •' ' 12' BUILD TO LINE 1 1 CK • , 11 IC i TOPSOIL AND SEED ......._ �. f f ♦ .. �. .. _ ....... f 1.................(.f�............... ........... :. Q7 2 13 -77 IG A S . 77 TOPSOIL AND NO MOW SEED MIX 13 :..; _.._.._ ._...... .... RF AS.... + DECIDUOUS TREE PLANTING \\� DECORATIVE STREET 1' GT � CO ,...., IF -EXCELSIOR AVENUE LIGHT,(TYP.) GREENBELT TRAIL SHRUB PLANTING KEY] QTJ BOTANICAL NAME ICOMMON NAME I SIZE I CONDITION TREES AR 4 Acer rubrum Red Maple 3-3.5" cal. B&B CK 6 Cladrastis kentukea Yellowwood 3-3.5" cal. B&B C 3 Celtis occidentalis Hackberry 3-3.5" cal. B&B e 1 sia triacant os inermis'Christie' a a Honeylocust 3-3.5"cal. B SHRUBS AND PERENNIALS AS 44 Astilbe chinensis 'Visoins in Pink' Visions in Pink Astilbe no. 2con . CA 46 Clethera alnifolia 'Hummingbird' Summersweet clethera no. 2 Cont. GB 18 Ga lussacia baccata Black Huckleberry no. 3 cont. HS 26 Helictotrichon sem ervirens Blue Oat Grass no. 2 cont. HK 1 4 Hosta Krossa Regal' Krossa Regal Hosta no. 2 cont. IC 11 Ilex labra 'Chazmin' Nordic Inkberry Holly no. 3 cont. IG 15 Ilex glabra 'Shamrock' Inkberry Holly 5 gal. / 24"-30" ht. cont. IV 14 Itea vir inica 'Little Henry' Little Henry Itea no.3 cont. JFF 13 uniperus orizon a is umosa compacts Andorra Juniper no. 3 con . AV 4 Viburnum dentatum Arrowwood Viburnum 36"48" ht. RF 8 Rosa flowercar et - Red Red Flowercar et Roses no. 2 cont. BIORETENTION BASIN PLANTINGS PAG 60 Andropogon gerarlii Bluestem no. 2con . PLS 85 Lobella siphilitica Cardinal Flower no. con . PPV 75 Panicum virgatum 'Ruby Ribbons' u y 1 ons a wi c grass no. 2 cont. RF 7 Rudbeckia fulgida Black -Eyed Susan I no. 1 con . DECORATIVE STREET LIGHT SITE LIGHT FIXTURES 30 0 10 20 30 Scale: 1" = 30' Planning Board # 20220236 Approval Approved under authority of a resolution adopted Z3 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 9 L kc4n)m The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 of: NEP S B. C7 , •� � a.1 ) Q. 'J �® �99 33� EFi`i• Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Rev: Description: Date: Drawing Title Landscape Plan Drawing No. L- 5.0 NYS ROUTE 50 - SOUT HBOUND NYS ROUTE 50 - NOR THBOUND �d �� �'► PROPERTY LINE ~" WOODED 0. 0- 0 .5 2 ?. 24 1.8 1.2 1.Q D-, 4 z 0.3 0.3 0.3 0.3 0.3 G. r ;L 3 T4C.0.6 08 1 14 �2- 2 i6 1 2 Q�30. 0. 91 .6 2.0 21 1.7 1.4 11 2� i1' 6 .5 05 0.5 0.5 0.5 0.5 0.5 POSSIBLE FUTURES °2 oa o.4 0.5 06 0. CONNECTION TO / NEIGHBORING PROPERTY / 02 0.3 0-4' 0`4 c. 0.2 0.2 0.2 2 / / / W 2 / 6 20' HT. LIGHTING 4 L-7.1 FIXTURE, (TYP.) a.s dell \ / Al 1,2 14 / / f 1.7 1. 1.6 (f jf 2.6 24 0 6 2.2 2. 1.5 3 �f / 12' BUILD TO LINE , 0 1-: os EXCELSIOR AVENUE DECORATIVE STREET LIGHT, (TYP.) 20' HT. LIGHTING FIXTURE, (TYP,) I 1I ' BUILD TO LINE I 1 1 I 1 1 1 I 1 1 1 I I 1-0 10 Im r Z rn I I I 1 1 1 LEGEND PROPERTY LINE # DECORATIVE STREET LIGHT aPROPOSED LIGHT FIXTURES +.02 PROPOSED FOOT CANDLE 30 0 10 20 30 Scale: 1" = 30' Planning Board # 20220236 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 of NEB � r Q 0 I w a� c? a 09 t 3316 •{ �'PESSM�P� Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: 1"=30' Rev: Description: Date: Drawing Title Lighting Photometric Diagram Drawing No. L 6.0 Date Signed: CONSTRUCTION SPECIFICATIONS: EDGE OF EXISTING ROADWAY 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. 4. WIDTH- TWELVE 12 FOOT MINIMUM, BUT NOT LESS THAN THE ` FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS r OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD x. t.> a CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM �� w WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY, 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE APPROVED SEDIMENT TRAPPING DEVICE, 8. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10' MAX. � TO 36" MIN. FENCE POST 36" MIN., 2" HARDWOOD FENCE POSTS, Scale: NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. IF DEEMED NECESSARY BY QUALIFIED INSPECTOR. 5. STABILIZE STOCKPILE WITH MULCHING, SEEDING, OR EROSION CONTROL MATTING WITHIN 14 DAYS OF DISTURBANCE. TEMPORARY STOCKPILE Scale: NTS 8' MIN. o a a o a 0 0 0 0 0 0 0 0 CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING N WOOD OR METAL STAKES (2 PER BALE) NOTES: 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE QUALIFIED INSPECTOR. 2. LOCATE 100' FROM STORM DRAINS, OPEN DITCHES, WETLANDS, STREAMS AND OTHER SURFACE WATERS. 3. PRE -FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED INSPECTOR. 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID & CONCRETE GENERATED BY WASHOUT OPERATIONS 5. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS & IMMEDIATELY MAKE 10 MIL PLASTIC LINING NECESSARY REPAIRS. 6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. STRAWBALES STAKED INTO GROUND REPLACE PLASTIC LINER WITH EACH CLEANING. 7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE, SLURRY & WASHOUT MATERIALS & LEGALLY DISPOSE OF OFF SITE OR RECYCLE. CONCRETE WASHOUT Scale: NTS -INLET GRATE NOTES: 1. INSTALL INLET PROTECTION IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 2. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH "�r"' """ME FOR OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM JALFROM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO.40 SIEVE. 3. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. NV24�'Am ISOMETRIC VIEW INSTALLATION DETAIL INLET PROTECTION -FINISHED PAVED AREAS Scale: NTS TURF FLUSH CURB CONCRETE SIDEWALK FLUSH CURB CONCRETE SIDEWALK 1/4" REVEAL (MAX) 2' WIDE DETECTABLE 1/4" REVEAL (MAX.) WARNING STRIP 6' TRANSITION 6" CURB (TYP.) U CRB _,. 4'-0" MIN. WIDTH 4'-0" MIN. RAMP WIDTH T TRANSITION CURB, 6' TRANSITION 2' WIDE DETECTABLE TYP. EACH SIDE. WARNING STRIP CURB PEDESTRIAN CURB RAMP - TYPE 1 PEDESTRIAN CURB RAMP - TYPE 2 AT GRASS STRIP PEDESTRIAN CURB RAMP Scale: NTS FINISHED GRADE FLUSH CURB N.T.S. AT PAVED AREA N.T.S. NOTES: 1. RUNNING SLOPE ON CURB RAMP & SIDE FLARES SHALL BE 7.5% FOR DESIGN, 8% MAX. 2. CROSS SLOPE SHALL BE 1.5% FOR DESIGN, 2% MAX. 3. DETECTABLE WARNING STRIP SHALL MEET ADA GUIDELINES. PRODUCT SHALL BE LISTED ON NYS DOT APPROVED MATERIAL LIST. 6' ADJACENT SIDEWALK TRANSITION CURB T ADJACENT LAWN --,-FULL HEIGHT REVEAL TRANSITION CURB Scale: NTS 4" CONCRETE PAVING WITH BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. SEE SPECIFICATIONS BELOW. SAWCUT CONTROL JOINT; SEE DETAIL EXPANSION JOINT. SEE DETAIL 6"x 6" NO. 6/6 WOVEN WIRE MESH WITH 12" LAP SPLICE AND 2" BOTTOM CLEARANCE EXCEPT A.O.B.E, 6" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR. SUBGRADE COMPACTED TO 90% STD. PROCTOR. TYPE 1: PEDESTRIAN TRAFFIC LOADING SAWCUT CONTROL JOINT; SEE DETAIL 6" CONCRETE PAVING WITH BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. SEE SPECIFICATIONS BELOW. EXPANSION JOINT. SEE DETAIL 6"x 6" NO.6/6 WOVEN WIRE MESH WITH 12" LAP SPLICE AND 2" BOTTOM CLEARANCE EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR. SUBGRADE COMPACTED TO 90% STD. PROCTOR. TYPE 2: VEHICLE TRAFFIC LOADING NOTES: 1. EXPANSION JOINT SPACING - 20'-25' O.C. 2. CONTROL JOINT SPACING - 5' O.C. 3. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. 4. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12. 5. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER. 6. SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF 'APPROVED EQUAL' MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.UI. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX. 2-3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR. 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY ENGINEER. CONCRETE PAVEMENT Scale: NTS 3" JOINT SEALANT TO 1/2" DEPTH TOOLED JOINT WITH 1/4" RADIUS EDGE BACKER ROD __ ___" : ____ PREMOULDED JOINT FILLER. CUT BACK AS NECESSARY AFTER PLACEMENT EXPANSION JOINTS TO OCCUR 30' O.C. MAX, 3/8"JOINT WHERE CONCRETE MEETS VERTICAL SURFACES OR IMMOVABLE OBJECTS SUCH AS CURBS, WALLS, FOOTINGS ETC, AND IN LOCATIONS EXPANSION JOINT SHOWN ON PLANS. Y TOOLED CONTROL JOINT. PLACE 5-0" O.C. UNLESS OTHERWISE SHOWN ON PLANS. 1/4 THE DEPTH OF THE CONCRETE SLAB CONTROL JOINT CONCRETE JOINTS Scale: NTS 1/4" RADIUS FINISHED GRADE, TURF I PLANTED CONDITION NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. v r u 1/4" 1/4" EXPANSION JOIN SIDEWALK, SEE JOINT DE CONCRETE SIDEWALK NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX. N° w� ¢C u u U CONCRETE CURB Scale: NTS TOP COURSE - NYSDOT ITEM 402.098302 - 9.51F3 H.M.A., 80 SERIES COMPACTION - TACK COAT - NYSDOT ITEM 407-0102 DILUTED �@ r, r BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 N y'g SERIES COMPACTION PG BINDER (LIQUID ASPHALT) x „ GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR MIRAFI 50OX GEOTEXTILE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT 1/4" RADIUS PAVEMENT (SEE PLAN) CAST-IN-PLACE/SLIP FORM CONCRETE CURB, SEE CONCRETE SPECS LISTED ON CONCRETE PAVING DETAIL. COMPACTED GRAVEL (TO 95% STD. PROCTOR NYSDOT SECT. 304 SUBBASE TYPE 2 COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) 1/4" RADIUS PAVEMENT (SEE PLAN) CAST-IN-PLACE/SLIP FORM CONCRETE CURB, SEE CONCRETE SPECS LISTED ON CONCRETE PAVING DETAIL. COMPACTED GRAVEL (TO 95% STD. PROCTOR) NYSDOT SECT. 304 SUBBASE TYPE 2 COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE, BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL TYPE COIJRSF COURSE COURSE PEDESTRIAN PATH 4"* -- 6" PARKING LOT 1-1/2" 3" 12" *TOP COURSE SHALL BE NYSDOT ITEM 608.020102 AND COMPLETED IN (2) LIFTS. Scale: NTS PROPOSED PAVING EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE FLUSH WITH PROPOSED TOP 12., EXISTING PAVEMENT TO REMAIN COURSE 1 1/2" MINIMUM DEEP KEY INTO P` EXISTING PAVEMENT PROPOSED BINDER COURSE TACK COAT TO BE APPLIED TO EXISTING PAVEMENT BEFORE OVERLAY SEE ASPHALT PAVEMENT DETAIL EXISTING BASE MATERIAL Y-� v v y NOTE: t y THIS DETAIL IS FOR NEW x BITUMINOUS PAVEMENT ADJACENT '`\4 `e r --�-� COMPACTED SUBGRADE TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. 1� PAVEMENT KEY Scale: NTS Planning Board # 20220236 Approval L2-3 Approved under authority of a resolution adopted z i by the Planning Board of the City of Saratoga Springs. Chairpersona4z �__ V4 Date Signed: 6` y LCM1 The LA GROUF Landscape Architecture & Engineering P.C. People. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title.. North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: NTS Drawing Title Site Details Drawing No. L-7.0 JRESERVED PARKING NO PARKING SIGN. 3 3 L-6.1 SIGN (ACCESSIBLE) L-6.1 LOCATE CONCRETE SIDEWALK FLUSH CURB 6" CONCRETE CURB TRANSITION CURB 8'-0" TYP. 8'-0" TYP. \-NO-PARKING AISLE PAINTED WITH 4" DIAGONAL LINES NOTES: 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) 2. CENTER SIGNS ON PARKING SPACES UNLESS OTHERWISE SHOWN OR NOTED. 3. PROVIDE 'VAN ACCESSIBLE' SIGN FOR ALL VAN ACCESSIBLE SPACES, ACCESSIBLE PARKING LAYOUT Scale: NTS SEE NOTES �-�I L SEE NOTES FOR SPECIFICATIONS U) � z 02 w o NYSDOT STANDARD GALVANIZED U) POST & BREAKAWAY HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT BASE POST DRIVEN INTO GROUND (CONCRETE SHALL NOT BE USED) TEXT LETTER APPROX. SIZE OF SIGN M.U.T.C.D. NO. SIZE TYPE RESERVED"c A pARKi SEE 12"x18" P-1-1 ® M.U.T.C.D. 1.5 S.F. B SEE M.U.T.C.D. 12"x6" R7-8A SEE WNW" C STOP M.U.T.C.D. 6.25 S.F. R1-1C SEE WNW" W11-2 D 0 M.U.T.C.D. 6.25 S.F. ELECTRIC E VEHICLE CHARGING SEE 12N18" R7-111 PARKING ONLY a M.U.T.C.D. 1.5 S.F. ELEVATION NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. NOTES: SCHEDULE 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST NYSDOT RETROREFLECTIVITY REQUIREMENTS. '� TRAFFIC SIGNAGE Scale: NTS 1.6"-2.4" 0.3" MIN. d DOME N 50%-60% OF BASE DIAMETER 00000000000000000 0000000000000000 0000000000000000 00000000000000000 00000000000000000 N 00000000000000000 0.9"-1.4" 00000000000000000 00000000000000000 00000000000000000 DOME SECTION _+ EDGE OF WARNING FIELD DOME SPACING GENERAL NOTES: 1. NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM 608.02. 2. WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01. 3. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. 5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS Y-9" (12" WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. 6. DOME ALIGNMENT: THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN THE RAMP LANDING OR CURB RAMP AND THE STREET. 7. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT -ON DARK, OR DARK -ON -LIGHT AS DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECT. 1100). SUBMIT COLOR FOR APPROVAL. 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24 INCHES OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS. DETECTABLE WARNING Scale: NTS z a E LL U z c PEDESTRIAN CROSSWALK Scale: NTS NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR" x 18" ANCHOR BOLTS DECORATIVE STREET LIGHT Scale: NTS IOTES: 1. CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. 2. CROSSWALK PAVEMENT MARKINGS SHALL BE REFLECTIVE PREFORMED PERMANENT PAVEMENT MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT WITH REFLECTIVE SPHERES APPLIED TO THE WET PAINT PER NYSDOT SPECIFICATIONS. 3. CROSSWALK MARKINGS SHALL BE WHITE. "r T A """INUM FINIAL AND ROOF H AS POLE ORNAMENTAL LIGHT FIXTURE DL03 LED: 64 WATT 2200 COLOR ZE, TYPE 5 DISTRIBUTION, 120-277 ,BLE DRIVER ;ORN LENS )CK FITTER OPARTMENT C PHOTOCELL )E) 'APERED POLE, .125 WALL 6063-T6 STRUCTURAL GRADE POLE WELDED FOR SINGLE UNIT TION, BLACK FINISH OR JMBER: ED-5T-4AR22T5- C/4214T4/BK E WITH 0.750" FLOOR THICKNESS, OR BOLTS AND ONE GROUND STUD. 9RIRPM I:II M ?INC PLATED ANCHOR BOLT NSSEMBLY PER MANUFACTURER'S RECOMMENDATION ?" PVC SCHEDULE 40 40 DIRECT BURIAL 3ROUND ROD PER N.E.C. .000 PSI CONCRETE BASE WITH ;EINFORCING, 20' DIA. INDISTURBED SUBGRADE OR :OMPACTED TO 90% STANDARD 'ROCTOR cv -REFER TO ELECTRICAL PLANS CONCRETE BASE TO BE AND SPECIFICATIONS FLUSH IN ALL SIDEWALK FOR LIGHT FIXTURE AREAS PROVIDE ANCHOR AS PER EXPANSION JOINT. MANUFACTURERS RECOMMENDATIONS FINISHED GRADE - SEE 1" CHAMFER IN ALL LAWN PLAN FOR MATERIALS OR PLANT BED AREAS FINISHED GRADE - SEE PLAN FOR MATERIALS d. C? ELEVATED as d A FLUSH CONDITION CONDITION .. a a d A. o z-71 717a ° CONDUIT, BY OTHERS `'' ANCHOR BOLTS AS PER a ° MANUFACTURER'S � a RECOMMENDATION a Q 4000 PSI CONCRETE BASE WITH 15" DIA ° SONOTUBE FIBER FORM. - - REMOVE FORM TO 6" 6" COMPACTED BELOW GRADE AFTER GRAVEL BASE . ` ` __ POUR. PROVIDE (6) #5 ' € VERTICAL BARS EVENLY. COMPACTED SUBGRADE SPACED AND #4 GROUND ROD PER NEC HORIZONTAL BARS 12" REQUIREMENTS O.C. PROVIDE 3" COVER ALL SIDES. 15" DIA. SITE LIGHT POLE FOOTING Scale: NTS 0 END & CORNER POST TENSION BAR TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE 1/4" WASH ACROSS TOP OF FOOTING (typical) CHAIN LINK, TOP SELVAGE KNUCKLED TOP RAIL SLEEVE CONNECTION a VINYL SLATS (TYP.) II 3,000 PSI CONCRETE a 1 FOOTING 12" DIA. TYP. I 18 DIA. @ GATE POSTS 10'-0" O/C MAX. SEE PLAN FOR LAYOUT NOTES: 1. ALL FASTENERS TO BE STAINLESS STEEL 2. SEE LAYOUT PLAN FOR LOCATION & ORIENTATION OF STRUCTURE. 3. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS. 4. ALL POST, RAILS, MESH AND HARDWARE SHALL BE GALVANIZED WITH BLACK PVC VINYL COATING, 5. INSTALL GREEN PRIVACY SLATS IN THE FENCE AND GATE. ENCLOSURE FENCE AND GATE Scale: NTS INSTALL BEGINNING OF EACH ROLL IN 6"X9" ANCHOR TRENCH STAPLE, BACKFILL, & COMPACT SOIL, TYP. TOP OF SLOPE STARTING AT TOP OF SLOPE, INSTALL BLANKET IN SAME DIRECTION OF WATER FLOW, TYP. LINE POST TOP LINE POST BOTTOM SELVAGE KNUCKLED ION CONTROL NG MANUFACTURER'S INSTALLATION NOTES: 1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6" WIDE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL. SECURE THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATTING. 3. ROLL THE MATTING DOWN THE SLOPE. THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH APPROXIMATELY 3" - 4" OVERLAP DEPENDING ON THE MATTING TYPE. 5. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 2%3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH. ROLLED EROSION CONTROL MATTING Scale: NTS FA"i IAM-f nrn^v rA nv NOTES: 1. STRUCTURAL ENGINEER SHALL PROVIDED STAMPED STRUCTURAL DRAWINGS, CALCULATIONS, AND PROVIDE FOOTING DESIGN. PERGOLA Scale: NTS Planning Board # 20220236 Approval Approved under authority of a resolution adopted L3 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: LCM1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 A, B. �J3 r- Q n I Lu m > 9133g _CS Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: NTS Drawing Title Site Details Drawing No. L-7.1 Z-0" DECIDUOUNTREE PLANTING Scale: NTS SHRUB PLANTING Scale: NTS 110 28" TOP BLOCK — SETBACK = 1.625" (5° BATTER ANGLE ON WALL) MOVE BLOCK FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) GROUND LEVEL CRUSHED STONE LEVELING PAD GALV. TURNBUCKLE >1 PER CABLE CONTRACTOR RESPONSIBLE FOR KEEPING TREE PLUMB. IF STAKING, INSTALL 2"X2" SQ. OR 3" DIA. HARD OR SOFT WOOD STAKES, IN ACCORDANCE WITH THE SPECIFICATIONS. (3) STAKES REQUIRED FOR TREES GREATER THAN 2" CAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO EXISTING GRADE IN THE NURSERY 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM TRUNK. CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. 3" HT. PLANTING SOIL SAUCER, COMPACTED PLANTING SOIL AS SPECIFIED 6" NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%. (POORLY DRAINED SOILS ONLY) UNDISTURBED SUBGRADE SPACE SHRUBS AS INDICATED ON PLANS ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE PRECAST CONCRETE BLOCK RETAINING WALL, REDI-ROCK OR APPROVED EQUAL. 12" WIDE STRIP OF GEOGRID WRAPPED THROUGH BLOCK AND EXTENDING FULL LENGTH (L) BACK INTO REINFORCE FILL ZONE, TYP. REINFORCED CONDITION GROUND LEVEL ............ 28" BOTTOM BLOCK PERFORATED SOCK DRAIN (AS SPECIFIED BY ENGINEER) NOTE: PRECAST MODULAR BLOCK RETAINING WALL IS A DELEGATED DESIGN ITEM REQUIRING SHOP DRAWINGS STAMPED BY A NYS LICENSED PROFESSIONAL ENGINEER DETAIL PROVIDED FOR BIDDING PURPOSES ONLY. PRECAST BLOCK RETAINING WALL Scale: NTS PEDESTRIAN CROSSING SIGNS (2) INSTALLED BACK TO BACK TO BE VISIBLE: FROM BOTH DIRECTIONS MUTCD NO. WII--2 RECTANGULAR RAPID FLASHING BEACON iRRFED -� ASSEMBLY WITH IWO LED ARRAYS BOTH FRONT AND \ BACK AND CONFIRMATION LIGHTS ON EACH SIDE 4 ARROW PANELS (2) INSTALLED BACK TO BACK TO BE VISIBLE FROM BOTH DIRECTIONS MUTCD NO. W16-7P . ALUMINUM PEDESTRIAN POLE ?N ACCORDANCE WITH ITEM 680.6812, SEE NOTE 6. PAID LIMIER RRFB - 2� PLISHRUT'I-ON SIGN MUTCD NO. RIO-25 r� ADA COMPLIANT PEDESTRIAN PUSHBUTTON IN ACCORDANCE _ WITH ITEM 680.8225 o PAID LENDER RRFB ! PLACE 1:2 MORTAR CAP r GROUND TERMINAL_ AFTER POLE IS PLUMB 4" _A— .;RCRDJNDWTRE� - ;' i : i ` REPAIR OR REPLACE ANCHOR BOLT LENGTH, SURFACE IN KIND OR AS SPECIFIED ON THE PLANS CIRCLE DIAMETER AND BOLT AS PER MANUFACTURER �. • - CONDUIT AS SPECIFIED POLE FOUNDATION IN ACCORDANCE—" . ' y '• ON THE PLANS WITH ITEM 680.5001 PAID UNDER RRFB RECTANGULAR RAPID FLASiING BEACON ASSEMBLY ITEM 680.82210210 NOT TO SCALE NO S. 3. RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM SHALL_ BF FURNTSHFD AND INSTALI-EO UNDER ITEM 680.822102IO AND MUST BE IN CONFORMANCE WITH THE LATEST VERSION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES .MUFCD) STANDARDS AND GUIDELINESARFB SYSTEM SHALL MEET OR EXCEED THE MINIMUM RFCUIREMENTS SPECIFIED TN FHWA MEMORANDUM IA-I1. 4. RRFB SHALL BE NORMALLY DARK. RRFB SYSTEM SHALL INITIATE OPERATIONS ONLY UPON PEDESTRIAN ACTUATION. FLASH CYCLE SHALL BEGIN IMMEDIATELY UPON ACTUATION AND WILL. REMATN ACT]YE FOR 20 SECONDS. 5. UPON ACTIVATION BY .ADA COMPLIANT PUSHBUTTON, SYSTEM SHALL ACTIVATE. AL.L. INDI ATORS ON BOTH SIDES OF THE ROADWAY FOR THE RRFB SYSTEM. 6. THE POLES PROVIDED FOR THE RRFB SHALL BE COLORED DARK BROWN (BFN.iAMIN MOORE BRONZETONE) AT THE FACTORY. CONTRACTOR TO SUBMIT COL -OR SAMPLE TO THE CITY FOR APPROVAL PRIOR TO ORDERING. "Source ........... ............................ ........... .._._.................................................. .......... ............. .......... ..........._..................................................._.._............._.... City of Saratoga Springs Ballston Ave. Traffic Irnprovernents, Sepresnber 2014 1 SOLAR PAtEl. RECTANGULAR RAPID FLASHING BEACONS (RRFBS)� W11-2 (30"x3O'C) FOR LM SIGN) (MIRROR ARROW FOR LEFT *SQ RIO-25 (9`42- (SEE NOTE 4 AND SIGN DETAIL PEDESTRIAN PUSH BUTTON (SEE NOTE 4).,,; TYPE A SIGN POST (SWAM) NOTE 5)�`! PEDESTRIAN WARNING SIGN ASSEMBLY -- DRIVER VIEW (NOT TO SCALE) PUSH BUTTON TO TURN ON WARNING LIGHTS MUTCD R10-25 SIGN DETAIL (9"X12")") (NOT TO SCALE) PEDESTRIAN WARNING SIGN Scale: NTS 2'-23• BENCH Scale: NTS RECTANGULAR RAPID PLASHING BEACONS (RRFBa) STANDARO DETAIL WG(J<tANTWO C014oi710Hs: 1. SINGLE LANE ROADWAYS 11 LANE PER DI'ECIiGN OR- 2 LANE ROADWAYS (2 LIES PER DIRECTION) WITH PEDESTRIAN REFUGE 2. ONE OF THE FOLLOWING WARRANTS IS MET: la. PEDESTRAN CROSSINGS GREATER THAN 15 DURING PEAK HOUR 3.b TRAIL GLOSSING IS PRESENT 3. CORRIDORS THAT ARE CONSIDERED TO HAVE LOW VISIBILITY FOR MOTORISTS OR PEDESTRIANS *'IF THERE IS A HIGH PEDESTRIAN MASH FREQUENCY ({TREATER TRAIN 3 PER YEAR) AT LEAST ONE TREATMENT (EITHER HIGH VISIBILITY CIMSSW+ALK, RIM PEDESIRIAtI REFUGES, OR CURB EXTEN ) SHOULD BE INSTALLED 7. EIDRIZOS1 CLEARANCE FNOM THE WE OF ASPHALT PAVEMENT 70 ANY dl THE SI( ASSEMBLY PELE SHALL 2'? 2 THE PEDESTRIAN 51(1L ASHY SHALL BE PROGRAMMED SUCH THAT WELL @ff PUSH BUTTON PREa. THE RRFBS ON B07H SIDES OF BOTH PEDESTRLIN WIARIMNG SO ASSOCIATED WITH THE CROSSWALK 94M THE PUSH BUTTON WAS PRES t ACTIVATED. 3 WHEN AN RIME IS USED N CONJUNCT WITH A RAISED PEDESTRIAN MAW A REMOTE PUSH BUTTON SHALL BE LOCATED ON THE ISLAND TO REACTIVATE THE SIGNAL AN THE EVENT THE PEDESTRIAN IS UNABLE TO COMPLETE THE CROSSING IN THE ALLOTTED TIE. 4. SOLAR POW CAN BE REPLACED WITH ALTERNATING CURRENT POWER SOURCE 5. REFER TO Wn & NYS MUTCD SUPPLEMENT FOR RRFB DW4SIONS 6, PEDE,4TIMAN R-MC70 SHALL COMPLY WIN MUTM SECTION 4E.O& 7. THE WEI SHOULD BE PLACED ON THE RIGHT SIDE OF THE PEDESTRIAN FACING THE STREET 70 PREVENT THE RRFB ASSEBL.Y FROM BLOCKING THE PEDESTRIAN'S MEW OF ON -COMIC TRAFFIC. 6'- 1 L Planning Board # 20220236 Approval Approved under authority of a resolution adopted li 23: Z3 by the Planning Board of the City of Saratoga Springs. Chairpersons^. s/y z Date Signed: CURB FACE PLAN I SECTION NOTE: SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION WOODEN GUIDERAIL Scale: NTS BIKE RACK Scale: NTS NOTES: 1. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS 8"x8" P.T. WOOD POST; 8'-0" O.C. TYP, MITER CUT TOP 4"x12" WOOD RAIL 3/4" GALVANIZED BOLTS WITH WASHER AT END NUTS TYP. COMPACTED NYSDOT 304-2.02 TYPE 4 UNDISTURBED SUBGRADE 8" x 8" WOOD POST, TYP, 4"x12" WOOD RAIL; 16' MAX. LENGTH STONE ANCHOR, STAINLESS STEEL DOWEL PIN, 4" LONG, 18" O.C. PLANT BED 1'-101, SIDEWALK 2 2" THICK STONE COPING W/Y" BOND BREAKER & CHAMFER SEALANT (CONTINUOUS) SLOPE g' PER FT. CONTINUOUS DRIP SLOT (BOTH SIDES) BRICK W/ 3/8" JOINTS, TYP. SS DOVETAIL 00 ANCHOR BRICK TIES 24" O.C. N • ±1" AIR GAP 8" a a v F s s, I: o .. _ , • 1- CONCRETE WALK WITH M —� EXPANSION JOINT #4'S HORIZ., TYP - 3" 1„ 1 3" #4'S W/10" HOOK @ 52 52 16" O.C. VENT SEAT WALL Scale: NTS R COAT C1 The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.' Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title. - North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 t 1 ui Z Project No.: 2019013 Design: DRC Drawn: BAS Ch'k'd: DBH Date: 04/26/2024 Scale: NTS Drawing Title Site Details Drawing No. L-7.2 (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 6"0 DIP, CL 52, WATER MAIN PER — CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL AND COMPACTION PER w CITY OF SARATOGA SPRINGS v STANDARDS z in AF CRUSHED STONE PIPE BEDDING, 12" X 12" SOLID PRECAST--/// AS SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) WATER SERVICE CONNECTION Scale: NTS 6" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATION, ROMAC INDUSTRIES, INC. 18" SEWER MAIN 45° OR 300 BEND 45' OR 30' BEND AS REQ'D I_ L SEWER LATERAL O1 SLOPE: 2% MIN. (1/4" PER FOOT) < CONNECTION TO EXISTING SEWER MAIN Scale: NTS 8" SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN EXIST. PVMT. SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY PRIOR TO PLACEMENT OF NEW PVMT. JT. LAWN RESTORATION PVMT. RESTORATION TOPSOIL & SEED NEW. PVMT, SEE DETAIL AS SPECIFIE E w w 1 SUBBASE MAT'L.; PROPOSED FINISHED GRADE OR EXISTING GROUND LINE 1� TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS PROPOSED 12"x6" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 12" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH a ff{ MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SRPINGS STANDARDS — PIPE BEDDING UNDISTURBED SUB -GRADE ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL # 1 & 2 COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION Lu REFER W X TO NEW PVMT. DETAIL BURIED METALLIC NOTES: 00 c� c� IDENTIFICATION 1. FINAL TRENCH BACKFILL z_ z WARNING TAPE 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL a o � FINAL TRENCH BACKFILL BE EXCAVATED MATERIAL WHEN DETERMINED W (SEE NOTE) SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE Q PLACE 5" MIN. CUSHION IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR MATERIAL ON TOP OF DENSITY SHALL BE 85 PERCENT. N INSULATION 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE o o . STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY sQ�QE PIPE ZONE BACKFILL SHALL BE 95 PERCENT. O� 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS z SHALL BE MECHANICALLY COMPACTED TO THE PIPE O.D. + 24" PIPE ZONE BEDDING SATISFACTION OF THE ENGINEER. CO qMIN. MAT'L 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. PIPE TRENCH SECTION 10" CRUSHED STONE (NYSDOT #1) FLOW 4" SDR 26 PVC 6" BUILDING LATERAL 1/8 LONG SWEEP BEND FINISHED GRAD \ \\"\\ \\ '\ \X \\ Z ao " SEE NOTE FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER * SEE NOTE NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2. PARALLEL INSTALLATION 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3. CROSSINGS 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. UTILITY CROSSING DETAIL J Scale: NTS GRAE NOTES: `30 ROOFING FELT 'HRUST BLOCK — MECHANICA44 LWtOTM SECTION A —A RESTAINED FITTING \� �—I PLAN (TYP.) G� WATER MAIN UNDISTURBED SOIL CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I NOTE: ALL BEND, TEE, AND REDUCER FITTINGS TO BE MECHANICALLY RESTRAINED 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V± = LD W + I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V =VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH I.D. = INSIDE DIAMETER OF PIPE IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD, 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 2-1/2° (1/16) BEND 1-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L x D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 72.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 BOLLARD Scale: NTS 12" ROUNDED DOME CONCRETE TOP BOLLARD, SAFETY YELLOW COLOR PAINT FINISH INTERNAL 6" STEEL PIPE, FILLED WITH CONCRETE 3000 PSI CONCRETE FOUNDATION Planning Board # 20220236 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson C1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title: North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 N14V B. CO 5 r Cr to w S` 2 Project No.: 2019013 Design: DRC Drawn: BCS Ch'k'd: DBH Date: 04/26/2024 Scale: NTS Rev: Description: Date: Drawing Title Site Utility Details Drawing No. L-7.3 SANITARY SEWER CLEANOUT Scale: NTS WATER PIPE RESTRAINT DETAIL Scale: NTS Date Signed: INSIDE FACE OF MANHOLE — MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBAND- 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP I INVERT 1 I I I I Iz T-0" MAX. PRECAST CONCRETE U) BASE SECTION u_ CONNECTION TO EXISTING MANHOLE DETAIL Scale: NTS ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME BICYCLE -SAFE FRAME TO BE HEAVY DUTY FRAME MORTARED TO TOP OF AND GRATE 3�0" CATCH BASIN WITH NON -SHRINK GROUT ALLOW 2" FOR FINAL 6" ADJUSTMENT OF FRAME 2' 6" C.> 4 .;' MIN. I.D.** O A KNOCKOUT PANEL EACH ` SIDE . . 17 A -A' B' SECTIONS STORM SEWER PIPE TO BE MORTARED IN PLACE 2'-6" 6" [11 _ MIN. I.D.** * 30" MIN. SUMP B-B' 12" CRUSHED STONE ON UNDISTURBED SUBGRADE CONCRETE - 4000 PSI @ 28 DAYS MIN. REINFORCMENT - 6x6 - 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) NOTES: 1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. CATCH BASIN (KNOCKOUT) DETAIL Scale: NTS CURB N.T.S. CATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE -SAFE. GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIM ELEV. AS INDICATED ON PLANS. CEMENT MORTAR ALL AROUND FRAME. -.m-----PITCH PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR —T' _..I FRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL. GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. F.G. PAVEMENT -a- ---PITCH PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, MORTAR SHALL BE PLACED I ! BETWEEN SECTIONS AND ON ENTIRE d ! EXTERIOR 30" ° REINFORCED PRECAST CONCRETE BARREL - WI SECTIONS AS REQUIRED, MANUFACTURED IN 4' 0" DIAM. 8" ACCORDANCE WITH ASTM C478-85a ..........; SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE cn ji---...... SECTIONS APPLY BITUMASTIC JOINT I ° I COMPOUND ALL AROUND AFTER ASSEMBLY > -! SELECT GRANULAR BACKFILL PIPE SIZE & INVERTS AS a. FLOW INDICATED ON —�� PIPE & SLOPE AS PLANS PER PLAN (TYP) 30" DEEP SUMP -�"'''I ' � ! BOOT TYPE FLEXIBLE MEMBRANE SLEEVE ! e ..... r, ..... --:1`'''"`'. e' • REINFORCED PRECAST CONCRETE INTEGRAL -.: SECTION .............: :.... �: , „ , �:. ..:£p^.� WALL AND BASES C 12" CRUSHED STONE BASE .............; i.,..... COMPACTED SUBGRADE -A�_'= CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES B. 4 FLANGE FRAME &GRATE DEEPER THAN 4'; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL CATCH -BASIN DETAIL Scale: NTS 4" TOPSOIL IN PAVEMENT LOCATIONS PROVIDE VALVE COVER LABELED "STORM" 4" SCH 40 PVC SCREW -IN CAP 4" SCH 40 PVC 4"SCH 40 PVC COUPLING 4" SCH 40 PVC SCREW -IN 4" SCH 40 PVC CAP co 2' LONG #4 REBAR, FOR LOCATING INSPECTION PORT CORE 4.5"0 HOLE IN CHAMBER (4.5" 4" PVC PIPE HOLE SAW REQ'D) ANY VALLEY CHAMBER -- LOCATION CONNECTION DETAIL NOTE: 1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. INSPECTION PORT DETAIL Scale: NTS TOPSOIL YARD DRAIN Scale: NTS CONNECTION DETAIL DOUBLE BOLT, BAR & STRAP .��"E INISH GRADE SELECT GRANULAR BACKFILL i 'ONE SUBBASE --o HDPE INLET---' INV (12") = 262.10' 36" DIA. CAST IRON ACCESS COVER. — HDPE OUTLET INV (12") = 262,01' UPPER RIS AS REQUIF MIDDLE RIS INTERNAL COMPONENTS ' HDPE INLET HDPE OUTLET PIPE f, PIPE 8" #1 CRUSHED STONE 4" MIN. WALL' 6" THICKNESS 3IL NOTES: 1. BOLTED & GASKETED MANHOLE ACCESS COVER ELEVATION MAY BE ADJUSTED TO GRADE. HYDRODYNAMIC SEPARATOR BOLT, BAR & STRAP GENERAL NOTES: CONNECTOR 10-1/4" 1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 14 GAGE STEEL 7 PLATE (OPTIONAL) 12" WIDE 2. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, 1/2"0 BOLTS FLAT BAND 1 1/4" THK. 7" RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH WIDE FLAT GASKET SINGLE AND DOUBLE BB&S, ARE FURNISHED WITH A 14 7/8">� BAR GAGE ALUMINUM BACK-UP PLATE WELDED TO THE BAND AND THE STRAP. PRO -SILK SEALANT STRIP FLAT GASKET FOR GASKET JOINT ONLY 3. REROLLED ANNULAR END CORRUGATIONS ARE GASKETED NORMALLY 2-2/3" X 1/2", SECTION 4. DIMENSIONS ARE SUBJECT TO MANUFACTURING 14 GAGE STEEL PLATE TOLERANCES. (OPTIONAL) 5. ORDER SHALL DESIGNATE GASKET OPTION. CORRUGATIONS PIPE PRODUCTS 2-2/3"X1/2" GALVANIZED ALUMINIZED 3" X 1" BITUMINOUS COATED SMOOTH-FLO 5" X 1" ALUMINUM 3/4"X3/4"X7-1/2" CONCRETE -LINER STEEL ULTRA-FLO H-12 HUGGER BAND DETAIL Scale: NTS 12" STUB TO OCS INV. OUT: 265.25' C 12" STUB FROM Mh- E INV. IN: 268.10' i�ionrnrEnnE DETENTION PIPES UNDERGROUND DETENTION PIPES Scale: NTS Scale: NTS EXISTING FRAME AND GRATE. REMOVE AND REINSTALL FLUSH WITH GRADE. ASPHALT PAVEMENT, FLUSH GRADE CEMENT MORTAR ALL AROUND FRAME REMOVE AND DISPOSE OF EXISTING d GRADE RINGS. INSTALL NEW PRECAST CONCRETE GRADE RINGS SET IN NON -SHRINK MORTAR BED. EXISTING CATCH BASIN NOTE: FOR DRAINAGE STRUCTURE/MANHOLE ADJUSTMENT, SEE NYSDOT STANDARD SPECIFICATIONS SECTION 6.04 FOR a MORE DETAILS. MANHOLE FRAME ADJUSTMENT DETAIL a Cn BE LO Scale: NTS Scale: NTS T^".... "L FILL 20 MIL PE IMPERMEABLE LINE OVER TOP OF PIPE MIRAFI 160N FILTER FABRIC BELOW AND ON SIDES OF STONE CRUSHED STONE SUBBASE SECTION vvv"` SEE DETAIL ASSEMBLY LOADING: 1-120/1-125 SYSTEM INV = 265.25' MAINLINE PIPE GAUGE = 16 WALL TYPE = SOLID PIPE DIAMETER = 48" NOTES; ALT2 FINISH 1. ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. 2. ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. 3. ALL RISERS AND STUBS ARE 2-2/3" X 1/2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. Planning Board # 20220236 DUTLET ERNAL MPONENTS Approval Approved under authority of a resolution adopted T L� by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 5 L k(40)= The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Puce. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - Conifer LLC 1000 University Avenue Suite 500 Rochester, NY 05420 ISSUED FOR: SITE PLAN PERMIT APPROVAL Project Title: North Spring Run 131 Excelsior Avenue Saratoga Springs, NY 12866 Ic J r lJ c`s w Project No.: 2019013 Design: DRC Drawn: BCS Ch'k'd: DBH Date: 04/26/2024 Scale: NTS Rev. Description: Date: Drawing Title Site Utility Details Drawing No. L-7.4