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HomeMy WebLinkAbout20220235 131 Excelsior North Spring Run Special Use Permit Plans Revised 220831 ■ North Spring Run ■ ■ ■ Site Plan 131 Excelsior Avenue , March 21 , 2022 Revised : August 31 , 2022 SITE STATISTICS SHEET INDEX: TAX MAP PARCEL PARCEL SIZE S-1 SURVEY -C 50 #166.30_1_3 _4.195 AC L-1 .0 SITE PREPARATION , EROSION & SEDIMENT CONTROL PLAN r ao„TE L-2.0 LAYOUT & MATERIALS PLAN 5000 PROJECT SITE ti ZONING DISTRICT T-5, NEIGHBORHOOD CENTER L-3.0 GRADING & DRAINAGE PLAN 03" '.. co AREA / BULK REQUIREMENTS: PROVIDED L-4.0 SITE UTILITIES PLAN z BUILD-TO LINE 0' - 12' L-5.0 LANDSCAPE PLAN - DOWNTOWN MINIMUM FRONTAGE BUILD-OUT 70% 44%* SARATOGA SPRINGS SIDE SETBACK o' 110' L-6.0 LIGHTING PHOTOMETRIC DIAGRAM REAR SETBACK o' 120' L-7.0-7.2 SITE DETAILS MAXIMUM BUILDING HEIGHT 50' 42'-1" L-7.3-7.4 SITE UTILITY DETAILS *VARIANCE APPLICATION PENDING A-1 .0-1 .2 ARCHITECTURAL PLANS OKLAHOMA TRAINING TRACK PROPOSED USES: PROJECT LOCATION MAP RESIDENTIAL (APARTMENTS) 102 TOTAL UNITS SCALE: N.T.S. CITY OF SARATOGA SPRINGS STANDARD NOTES NYS ROUTE 50 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. PARKING REQUIREMENTS REQUIRED: 7z, PROJECT SITE 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 z RESIDENTIAL REQUIREMENT (1 .5 SPACES UNIT) 102 UNITS = 153 SPACES REQUIRED FINAL PLAN. G G TOTAL PROVIDED: 148 SPACES 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. m 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. EXCELSIOR AVE 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR SARATOGA QUALITY TO CONSTRUCTION. HARDWARE ALLERDICE EMPIRE 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE RUN TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. EBI 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. PROJECT VICINITY MAP 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SCALE: N.T.S. 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. APPLICANT OWNER: PREPARED BY: Conifer, LLC The LA conifer 1000 University Avenue P 518/587-8100 REAL ESTATE DEVELOPMENT, CONSTRUCTION h MANAGEMENT Suite 500 GROUP F 518/587-0180 Rochester, NY 14607 Landscape Architecture&Engineering P.C. www•thelagroup.com Peop(e.Purpose.P("e. 40 Long Alley Saratoga Planning Board # xx.xx www.thelagroup.com Springs, NY 12866 Approval PROJECT ARCHITECT: Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. P 609/883-8383 Chairperson h www.clarkecatonhintz.com 100 Barrack Street Date Signed: Clarke Caton Hintz Trenton, NJ 08608 LE /00"�SHEET I OF 1'\ water ,� `� Ruff es P�RD 3 re Hurlters� pa Btich 'ti l P - Woad `AGresThe a W '$ l2 HlSh �_�'✓Nt fi flow aw MjNp p a rk PEPPE � IC(dWhY n J OrA sou I/� �J pE fDRDAN'1R ° A � Y Yo / .V 0/OurE 5O EXIT¢ a yU 3Ry 37 AVEA s 'S��p0.t QR � Sfd 1� tCdhf 0 eta ra wt +aw r m Olde Sarzfa9s R 8DCE5 f[In y� Grp �A Brawl g Go- y4 Gick Road H7 County F_yllY Conference pke►Yoo Recycling a Center EsfOte3 Center J O 11 z Of LW0119 LA1RRY n� -— �r _Fg LL "HGLARrt1iAleterra 4 t c II kal: C �>ST - SPRNGSDR Ga � 1v ', � p:�F. r,E j W-HIrNEY N�IJ LLI M LEFPEPri me3T Agfq Y ` x G ti twaau m+ C- V- �3 pLt1V LA V a St.ClcmddfS " cr�� � t ` •r STTH. '� �.� Ra f '. CWAWdEiYu� ��od dR FL�rin. X4EMO'/'-? T ND/�. � Jj Cethaf $ vt 0tAWAY. Pt, vJ.. L j _••�� S s{utcatr;s, o � � II .. C�-E 1N�Y -j � w0 'tam aySF 29 z as L' : '�,iud ` q Eeal Sldr .. , .K z ``t — > O I A = T Z � wQ v E0, L ° PB kdan m x v ST i FlyjK �j? Q ~ •2" epScn UIlS� °` Sclanf' Ceder rw"modA A 'hSi73G�fCrRYiiLLDR 4 \ O Q of �--�\ -_ till m V q \ \ W dr PL. a z W srx ad Srrq'1EiLE Caroline 011,01111 - I',�GNAHPLA6H \ Sr kf4 i SrN� LN -A,$LSclhool _-- - BOCFSF'' a itiS �R \ \ Lu Donald Myers W a C)' X U' 9 w' ',Ar156f AY y Oklahoma EducatroR COreoesoc.uDx _ _ -s "r c se Fa c s m �TralningTrack Centel - y�� NEW YORK STATE ROUTE 50 FNA NORTH SOUTH ATERIAL HIGHWAY o 0- w z o � Q ~ M \ BOOK 821, PAGE 467 y Q = N0 '`rA,' f ' R ar4TCH CIL 7C1 IEYJNGTGs \ \ O0 o m'i�YJQ \ \ MAP NO. 1 17 PARCEL NO. 136, CIRCA 1967 W p Q Z �csr, U U n � ryfTE —a s+r �1 m andante, 6 y -�udra \ \ x ZA Ifs mot _ _ � \ \ `�, (SEE MAP NOTE NO. 4J \ y O z O _ l \1 j Ewa 2 \ ` 1 L r` 1VE$ST A ST E,YIT \ \ \ HA1 ` II O \ K FENCE 285 - 5 39 �5' �4 \ �.00 C I R F 1 m 0-1 w z- N a � x -- AFC 14 \ \ — — — 1 _o T� I� 395.52' t� _ _ Z�� M.R.M.R Nc MEA IN LI W o a ST sar�ro a�� cite \ \ \ / 28� _; _—_— % %% — —_ , — — g3� o1v �IV�3°09�1�"E� c l 86.40' FIELD 35 pz Q sTwai} C — — . \ \ 0 ST' 9P \ \ \ \ / \ \ / �U_ DAR� 4T:RI ,�� _ - \28 \ \\ \\ ICON I (�001 I NON. z O __- 0919-F—_— \ 72.60 \\ \ \ \ \ °N�p I Q _/ - _ �\ �� \ \\ \ \\ 2.0'# LP.F. Q U SITE LOCATION MAP ��• \ \ \ 11 NOT TO SCALE \ \ 1� \ `3 00' 0 " — \ \ - N88 ZS I�- - - - � - _����� - /� �j iWDOD� AREA - - - - - - - - _ � \ \\\ /\ \ � O \\ \\\ \\ \\� J Ca za LANDSN/FOF \ \ ' � -- - - - - - - CITY OF SARATOGA SPRINGS 8o — — — LR.F — TOP OF BANK I / // — — — — — `2 �'' \ \ WooDe� AREA \ �s MAP REFERENCES: \\ \\ .'`2>� — —_ e_6'FROIDFCGP.XVR _— — — — — BOOK NDF, PAGE NDF TAXLD. NO. 166.30-1-1. 1 \ y/ \2j8 - - - Ia�ooDs - - - - - - - - - - - - - - - -z82- _ - - - - - � \ \ \ \\ \ \\ \ 1 o0 1. "MAP OF A PORTION OF EXCELSIOR PARK, SARATOGA SPRINGS, NEW YORK OWNED BY HENRY LAWRENCE" PREPARED BY L.H. CRAMER, CE DATED 1875 v \ \ _27j- - _ _- - - - - _ - - - - - - - _- - - - - - - - - - - - - -_ - - -2g,_ - _ _ - _ AND FILED IN THE SARATOGA COUNTY CLERKS' OFFICE AS MAP NO. BB-48. -2�0_ oNib; w \ — _ - - - - — �aa— _ - - - - - - - - - - - - - - - - - -279- - - - — - - - — 2. "MAP OF LANDS OF SARATOGA DAIRY, INC. L516P373:L668P13:L1024P241 SITUATE AT EXCELSIOR AVENUE, CITY OF SARATOGA SPRINGS, SARATOGA b0 \ \ `'4- - - - - - - - ��- - - - - - - - - - - - - - - _ - - - - - - - - \ \ \ \ \ \ \ 1 I - o � - -27s- - - - COUNTY, NYS, TAX MAP NUMBER 166.30-1-1.2, 2, 3" DATED FEBRUARY 7, 1989 AND PREPARED BY RHINEBAULT SURVEYORS, P.C. THERE IS NO INDICATION \ \ - - - _ - _ E�- = - - - - - - - - - - - - - - - -- - - -277- - - - - _ - - - - - - - - - - - - - - - - \ \ \ \ 1 I \ \ 1 I THAT THIS DOCUMENT WAS FILED IN THE OFFICE OF THE SARATOGA COUNTY CLERK. IT WAS ACQUIRED THROUGH THE OFFICE OF THOMPSOM-PEENING C.LR.S. \ �.\ - - -- - - - - - _L76_ - - - - - - - - - - - - - - - \ \ \ 2>>\ \ \ I I \ CO) z LAND SURVEYORS, PC. a \\�\ - ti64O.W7ORING_ _ _ _ _ - —275— \ \ \ \ \ \ I I I \ a o rx N \ DWELL - - - - - _ \ \ MH \ \ \ I I Q 0 M ,r; c 4 \ \ - - - - - - - - - -274- - - - - - - - - - - - - - - \ RIM ELEV. =2\75.42 \ I c9 a n o ao rn 3. MAP ENTITLED "APPROPRIATION OF PROPERTY BY THE PEOPLE OF THE STATE OF NEW YORK, DIVISION OF REAL PROPERTY, MAP NO. 117, PARCEL 136, Mq \ \ SkNOW COVERED�INVERTS \ \ \ I I I I 1 I I o _ CIRCA 1967"• I \ \ EDGE OF PAVEMENT NOI�ACCESSIBLE \ \ \ \ 1 I I I 1 I N J a Z Z z DRA111)gGE\EASEMENT - - - -2;s - - - - - - - - - - - - - - - - - - - - - - - - - - � \ \ \ \\ \ 1 I I y o U o 0 oat "FLOOD INSURANCE RATE MAP, SARATOGA COUNTY, NEW YORK, COMMUNITY PANEL NO. 360728 0434 E" PREPARED BY THE FEDERAL EMERGENCY - - - _ s1 - - - / \ I I \ y W o MAP NO. 12' PA"'RCEL NO. 147 I " 0- 4. o MANAGEMENT AGENCY, HAVING AN EFFECTIVE DATE OF AUGUST 16, 1995. \ / DRAINAGE EASEM s \ \ \ \ \ \\ I I I I I \ o Z c CO." MAP NO. 127, P 147 \ \\ \\ 1 I I I I I I 1 I 5. SITE PLAN MODIFICATION ENTITLED OLDE SARATOGA BREWING PREPARED BY MILLER ASSOCIATES-NACE ENGINEERING P.C. DATED MARCH 21, 2008, - - s1 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 STEVES V,AV6 //\ \ / sT \ \ ��> \ I I I I I �>n_j W DQo o� J�0 / \ \ fj sl \ \ g \ / I I I QISzQ0a 2E zW M- �'� Qx f—=Q[nJmH VI LAND SURVEYORS DATED DECEMBER 19, 2016. 364 , / \ \ M ELEV. =272.07 \ \ \ \ \ / I I I I 1 I ��2n�ZN3 13J oz__j W I ST I \ JQJ o Q Sm2Jma IN . IN=265.37 \ �2 \ \ / \ I I I I 1 �' J IN . OUT=261.97 ST _ _ - - \ 3\ \ \ \ I I 1 I ooQooSoZ WY�WONoo / \`� \ / / \ \ \\ \ \\ ' \ II I I I 1 ` I 1 U01 ?Q�'O�W U UFO OQ W d'j MAP NOTES: _ / _ _ _ _ \ \ I \ o �Q —27.3— M Mg m U m W W J yJ U' o y rn Z LLj \\ 1\\ / / / / / >\ \ \ \ l I I I I 1\ II aQa Sox= Q K0I Q 6 / _ rrZW� o CB TU131 \ z�QaQa� �ocnw 1. NORTH ORIENTATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) AS ESTABLISHED UTILIZING TRIMBLE GPS. / �44, \� \ RIM EL �271.24/ z� BLACKTOP \ \\ \\ \\ °` I I I II i \ I 1 I �O�J n Cn `� - - - OTTOM 5 EV �53. \ \ \ I I I I I 2. THE DATUM FOR THE ELEVATIONS AND CONTOURS DEPICTED HEREON IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 / ' / /� _ — _ _ \ CHAily LNK \ \ oh \ I I I I I 1 I 1 (NAVD88-GEOID 12A) AS ESTABLISHED UTILIZING TRIMBLE GPS. 3. REFERENCE IS MADE TO A CERTIFICATE OF TITLE PREPARED BY CLOSING USA, LLC AS ISSUING AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY / / / / \\� N / \ >\ \ \ I II I I II II I BEARING CERTIFICATE NO. CL1900020000O3 DATED JANUARY 23, 2019. ITEM NO. 10 OF SCHEDULE B PART 2 EXCEPTIONS, ADDED MARCH 1, 2019, / / \ b� y I/ / �0�/ \ \ I I I / I 1 ILu REFERENCES A PERMANENT EASEMENT FOR DRAINAGE ACQUIRED BY THE PEOPLE OF THE STATE OF NEW YORK BY APPROPRIATION DATED DECEMBER 15, z ` TOPP�FBANK \ N - LP# 21 1 .60" 1967 AND RECORDED DECEMBER 15, 1967 IN BOOK 821 AT PAGE 468. = ' \ \\ 4/ELEC. // // / / - \ \ CB \ 2� -2G9- � _ �Ox / / / \S88022�1 9"W I \ RIM ELEV. =270.6� \ I m I I / I p� z a \ \ \ / / U ACCESSIBLE V. IN=267.18 \ \ \ I l l / I -" 4. THE HIGHWAY BOUNDARY OF NEW YORK STATE ROUTE 50, AKA THE NORTH-SOUTH ARTERIAL HIGHWAY, WAS ESTABLISHED BY APPROPRIATION CIRCA / / / - '26 °oD� e �\\\ \ / // d h \ I \ METAL / IN\V. IN=267.28 \ I l l l / Q 1967. IT WAS APPROPRIATED IN FEE WITHOUT THE RIGHT OF ACCESS TO ADJOINING PROPERTY. / / \ \ \ ,26 C04� INV. T-267.08 Lu \ \ \ �, — �� //D / 7\ \ o \ ST \ \ \ I / / / M I C \ \ ST BL CK TOP \ S l I M CID// N \ 12"HDPE ST ST 1 \ / / / / 1 Q o '- > � O 6� 5. IN REGARD TO FLOOD HAZARD, THE SUBJECT PROPERTY IS DEPICTED ON MAP REFERENCE NO. 4 AS LYING WITHIN AN AREA IDENTIFIED AS ZONE X, WHICH / / / ,2��j \\\\ \\ _ L° / / / \ S\T ST ST sT - - \ \ I / ! WOODED AREA I J o Lu // \ \\ \ \ — o ^ o � IS DEFINED AS BEING AREAS OF 500-YEAR FLOOD OR AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE FOOT. / / / \ \ \ - - _ _� /_ J s� CB \ \ / - s \ \ \ / I LL W N 7 Q // ( RIM ELEV. = 67.63 I hpf,� \ \ \ \ \ \ ` / l O ~ M Z INV. IN=364.03 - CONCRETE LAWN \ I ! I �t OIL 6. UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND RECORD DRAWINGS AND FIELD / / / / \ \/ \, 1 / - 1 1 1 I I ! I •- z '- / / l I \ / V / � \ INV. OUT=264.03 � \ `� / sT � �1 \ I I / ` I Z Q , I � O .. SURVEY. THE LOCATION OF SURFACE FEATUERS SUCH AS CATCH BASIN RIMS, MANHOLE COVERS, WATER VALVES, ETC. AND ELEVATION DATA SUCH AS / / l I I 134 1 \ \ /� I I / / \ I / N I 1 I I I -+ Z O U N x I I I I 2+ / /L ��� ;/ N I \ I I OpWwz Q COVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OF FIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BE OTHER UNDERGROUND UTILITIES, l I I I 1 I 12e,— - - N / y I / I/ I s� \ �2 / \ 1 / I I I ) I I I \ \ Z Z Q z O THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE, LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES AND / / I I I I I / / \ N I \ / / / \ / \ / sr II I JI I I I Q = � Q z - STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE "UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION" MUST BE NOTIFIED / / l l I I / I /I l \\ 1 / / / I\ \ // \ / cB RIM�EL] V. 270197 I I I I 11 \\ U Q J w } m PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION AND CONSTRUCTION. CALL 811. I� - - - ROOF O.H.- - - �\ � \\ INV. UT/=2$7.1s7/ I I I I I \ \ I 0 ^ z ��O ` I \\ — —2`0— — -) W U /�/ / / l / I I I \ \ W I v! LL 7. IT SHOULD BE NOTED THAT DURING THE COURSE OF CONDUCTING THE FIELD SURVEY FOR THIS MAP THIS GEOGRAPHIC AREA ACCUMULATED SEVERAL / / / I / / N i B - - / I I \ C) Q J INCHES OF ICE AND APPROXIMATELY 18 OF HARD PACKED SNOW. EVERY EFFORT HAS BEEN MADE TO PROVIDE AN ACCURATE AND COMPLETE SURVEY; I / l / BOLLA DS ^^ �2j RIM ELEV. = 67.31 < ! / / / / I 1 Lu O I I I I I / TYP.OF7 / I /I /I \� N INV. IN=2 .91 Q / / / ! \ 1 = J HOWEVER, DUE TO SAID SNOW COVER, THE UNDERSIGNED CANNOT GUARANTEE THAT SOME OBJECT OR FEATURE HAS NOT BEEN OMITTED. ' / / / I I I I I clovE I INV. OUT 262.01 0 I / / ! / / / / I W ' I I I / / LIFT I ti�0� I c~ Z I / / // / l l / r \\ I I I � > � 8. IN REGARD TO ZONING, THE SUBJECT OF THIS SURVEY LIES WITHIN A ZONING DISTRICT IDENTIFIED AS T-5 (TRANSECT ZONE 5 NEIGHBORHOOD CENTER). I INv. o>�r /i \y \ 1 O / / IT IS BOUNDED ON THE EAST BY PROPERTY ZONED UR-1 (URBAN RESIDENTIAL-1). / ( I I I I I I _� �/ / �\\ \ �\\ / u I / I I I I \ I I O w x I I I I I\ r �E�Ll / I - I I I I I I h 1 I z � m DESCRIPTION OF A PORTION OF LANDS OF xv.. f9 1 I I .50 m SARATOGA DAIRY INC. I I ► I j o 25 / / III % II��i I I I 1 STORY BUILDING I /l�W� TO BE CONVEYED TO I I \ / / I ON CONCRETE SLAB l I LANDS N/F OF I I I I `I 8"1�ERT. �IPE / ► I I I I�, N0. 131 EXCELSIOR AVENUE T � �z v NORTH SPRING RUN, LLC SARATOGA DAIRY INC. I N I I� \ I / // // / / // // III LANDS OF I I / / / l l l I \, I / S Luc)_ CONTAINING 4.195± ACRES BOOK 516, PAGE 373 I I N I I I I I / / � / // / / // % / // / / / / / �� & BOOK 1074, PAGE 241 I I I I Il I / / / �' / / // / / i269 SARATOGA DAIRY INC. I �� I / / / / / / / I \ I 1 / 441 � >\0 V_ TAX I.D. NO. 166.30-1-2 I l l l I I / \ I { tib e w Z DEED BOOK 668, PAGE 13 AWN I I = � � Q ! I �oCDLl /I AR �i �_ / / TAX LD. N0. 166.30-1-3 ALL THAT CERTAIN PARCEL OF LAND SITUATE IN THE CITY OF SARATOGA SPRINGS, COUNTY OF SARATOGA, STATE OF NEW / �� / / / / / I /lE! / / oQ / ///\/ // / / I I \ - YORK, LYING NORTHERLY OF AND ADJACENT TO EXCELSIOR AVENUE AND SOUTHERLY OF AND ADJACENT TO NEW YORK STATE / / / ! / / / / // / / / / //// // / / I COMMERCIAL BUILDING \ , -27� \ I I I 1 I I N I 1�o.a± Zj ROUTE 50, ALSO KNOWN AS THE C.V. WHITNEY MEMORIAL HIGHWAY, AND BEING MORE PARTICULARLY BOUNDED AND / / / / / / /� / / / / + I w _ - m I I N DESCRIBED AS FOLLOWS: ti // / // / /i/ ���D �/A/ / I BUILDING FOOTPRINT AREA = 31,436_ SQ.FT. Z N N N N N // AREA = 4.195± ACRES BEGINNING AT THE POINT OF INTERSECTION OF THE DIVISION LINE BETWEEN THE LANDS OF SARATOGA DAIRY INC. AS / / / ! / / / / / / / // j / /// // / / O_ 1 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 / / / // ! / / / / I // / // / / / // // / I CONCRETE FEET TO ITS POINT OF INTERSECTION WITH THE DIVISION LINE BETWEEN OTHER LANDS OF SARATOGA DAIRY INC. AS DESCRIBED / / l l / i / / chAiNLLNK I w IN BOOK 516 OF DEEDS AT PAGE 373 AND BOOK 1074 OF DEEDS AT PAGE 241 ON THE WEST AND SAID LANDS OF SARATOGA / / / / / ! //// // / i � l l l/ll ///////// FENCE I 1 STORY BUILDING U DAIRY INC. ON THE EAST; THENCE ALONG SAID DIVISION LINE NORTH 11 DEGREES 03 MINUTES 27 SECONDS EAST A DISTANCE OF / / / / / /D3A f6E EASE I)IT / l /// // // I ON CONCRETE SLAB 342.95 FEET TO ITS POINT OF INTERSECTION WITH THE DIVISION LINE BETWEEN THE LANDS NOW OR FORMERLY OF THE CITY OF / / /// �// l �1�AP/N 7, PARCE �O/�1,�� / I SARATOGA SPRINGS ON THE NORTHWEST AND SAID LANDS OF SARATOGA DAIRY INC. ON THE SOUTHEAST; THENCE ALONG SAID / / / / / / / / //// /// // /// I p I I I I I I I _ DIVISION NORTH 60 DEGREES 44 MINUTES 39 SECONDS EAST A DISTANCE OF 81.00 FEET TO ITS POINT OF INTERSECTION WITH / / / / / / / /// /// /// j w cc�Nc. I I I I 1 I / I - A ,283- / // / / / / /// / 0 1 I I I I I THE SOUTHERLY HIGHWAY BOUNDARY OF NEW YORK STATE ROUTE 50 AS ESTABLISHED BY NOTICE OF APPROPRIATION IN BOOK / / / // / / / / / l / N 110.5, . // / / // / Gam' ELEC. 821 OF DEEDS AT PAGE 467 AND BEING DEPICTED ON APPROPRIATION MAP NO. 117 AS PARCEL 136, CIRCA 1967; THENCE ALONG I I / / / / / / / / hl � l /// // / / TRANS. SAID \ � w I I i III / W SAID HIGHWAY BOUNDARY THE FOLLOWING THREE COURSES: 1) SOUTH 71 DEGREES 08 MINUTES 41 SECONDS EAST A / ti / // / � > I I I / I/ / / o �� l l l l ELEC. 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 / / �/ /.� / / / // / //// / P POINT; AND 3) NORTH 83 DEGREES 09 MINUTES 19 SECONDS EAST A DISTANCE OF 159.00 FEET TO ITS POINT OF INTERSECTION / N / / / l / l / GC o I I I I 1 I 1 WITH THE FIRST HEREIN DESCRIBED DIVISION LINE; THENCE ALONG SAID DIVISION LINE SOUTH 01 DEGREES 11 MINUTES 40 / / /N / / / / // // / // / /� // I I I SECONDS EAST A DISTANCE OF 379.74 FEET TO THE POINT OF BEGINNING, CONTAINING 4.195± ACRES, BEING A PORTION OF THE !/ LANDS OF SARATOGA DAIRY INC. AS DESCRIBED IN BOOK 668 OF DEEDS AT PAGE 13 AND BEING COMMONLY KNOWN AS NO. 131 CONIC. I I I I I I I I I I H EXCELSIOR AVENUE IN THE CITY OF SARATOGA SPRINGS, NEW YORK. / �/ N� / ! / / \ / /// /// ///j WALUCU� / Iti IWPC�0 D / /ARA l / l l � I, l i CB 2 STORY BUILDING I ❑ )RIM ELEV.,272.67 BLACK TOP //� ON CONCRETE SLAB i JJ�. / I I I 1 I // //// \ j I` - WITH DRYkLL CERTIFICATION: / /o // / / / / / / / /�//// ///j///�N o o, \ I I I I I \ \ \ \ SPRU BENCHMARK SPIKE SET IN I I / ! / / ///ti// -`/�- _ - I I I \\ \\ \\ RO I UTILITY POLE NO. 32-1 / / / / / / // z //%/ // // I off` I - - _ - - - - - - I I \ \ TO NORTH SPRING RUN, LLC, A NEW YORK LIMITED LIABILITY COMPANY AND FIRST AMERICAN ELEV. 269.39 l / l/ / / / //f ��� l //%°// ///// I N BLACKTOP I I / 12" I I I 1 \ \ \ \ TITLE INSURANCE COMPANY: / / / // / ////� / �/ / \ F.F.E. I _ - - - I I I I I \ \ \ \ DESCRIPTION POINT // j%/ I \ =2691s ` _ - - I I I I I I \ \ WOODED \ AREA -TOI-OTFBANK I I OF BEGINING THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN \ - - - _ - _ I I I I \ \ ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND ���� / ^ J/ / / / / // /////�. / / % r 1 5" 5" 12" 1 12" - - - - E I LAwN / I I I I I \ \ GUY / / / / I'/ o MAPLE M L - - - - \ TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS \�o ��\ / //l ///� / l X - PLE o� 6" M - - -27s_ - 2, 3, 4, 5, 8, 9, 11, 13, 16, 18 AND 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON l'� i /// /INV. 011T // / I \ / BOTTAMOFBANK ao N �F� � / /j/ =254.86 // / Rlv'V1 ELEV. =266.80 BRICK WAL MARCH 05, 2019. / // �pES /// �" / / 112 HDP INV. OUT=263.10 / / N I MH I I I I \ C.I.y ///� a \ FLOW / I DATE OF PLAT OR MAP: MARCH 05, 2019 N / 1 �l l P KI R►M LEV. - EL c S N A SA RIM ELEV. =271.97 -- - I I _ \ \ - - - - - - - N. T H. SA SA 8„PVC / / �� _ _ _ � _� � _ _ ��� � PP SA t 540.00' 35} LAWN INV. IN=2�(6 - -- - 20� \ \ o / IG 10tACC IBL� � � � � � � _ _ � _ _ � _ -/ - �� -INV. -266 7 / ` \ \ I C.LP�X* / 256Al ( 88 54 25W / /// / / 75 804IIIIIIIIIII (540 DEED TOTAL) I \ l \Q5 Q. ��!%/ I I I GUY — —26g // m o� MONITOR � // I HIGHWAY BOUN�ARY \ \ / � \\\AWPd o M.H. SIGNED BY: DAVID H. BOGARDUS, PLS 49,380 \ ��\ / !�T I I �� v RIME V. =269.06 / \\ \\\\ - /�/16�.861 N v 12" w / \ ra \ AS AN OFFICER OF THE FIRM NORTHEAST LAND SURVEY / \ \ \ -EL- - /� J I N / AP z SAWN - \\ \_A & LAND DEVELOPMENT CONSULTANTS, P.C. \�_ STOP - -� -a- - l \ \ 5'WIDE\CONCRETE SIDEWALK AHEAD z \ 10' 0 LP# ����� SIGN I I I A`� 0 5'WIDE CONCRETE SIDEWALK � - - - \ CONC.CURB TYP. / \26a LP — — �s — — — ol. \\ AP — CB — — AP 2 2� —L ��7 R \ G G A N GUARDRA L \ \ LP i o� \ 269 Ap RIM ELEV. =269.65 (DC)............................. DEED CALL _ 1 PLE - _ I \ APLE CONC.CURB TYP. \ LOW INV. OUT 266.65 i/ G G / W G W �'IV G W W W / W 6"WATER MAIN G ' W/W............................. WITH WIRE I 2"CPPSTORM SEWER ST W / W W W W CB ST ST ST W W G \ W i C.I.R.S ......................... CAPPED IRON ROD SET I _ W W W W G W W W / W W W/ 18"SANITARY SEWER 12"DIP WATER MAIN I I W W G W W W I.P.F. ............................ IRON PIPE FOUND W W W W W G 0 � W W I � SA 6"WATER MAIN I I INV IN=264 37 W W W / W - SA - — I.. ............................ IRON ROD FOUND CAPPED IRON D FOUND W W W W INV. OUT=263.77 \\ 27 I — — — — SA 18"-SANITARYSEWER I I I ` / / _ S° SA MH PAVEMENT 1 16.00-2-39 •• TAX MAP SECTION-BLOCK-LOT SA SA SA SA SA r SA SA - SA - SA — B.769 P.986 ............•••• DEED BOOK&PAGE MH �6 I �- - I - o - \ / pAVEME� / r /� PUBLIC HIGHWAY RIM ELE4. =271.84 ) l \ I l l N/F NOW OR FORMERLY RIM ELEV. =267.73 \ I I I \ / ` ��� C-sl O/�. N ��� I INV. IN=I263.84 I I FM\ 16"SANITARY FORCE MAIN / =M (176.5J......................... DEED INFORMATION I I HISTORICALLY KNOWN AS SPRING AVENUE MRMERLY NEW YORK STATE)ROUTE 50) INV. OUT 262.94 FM FM FM (ABiN6DNED) OH- OVERHEAD UTILITY LINES INV. IN=260.33 W \ W I W Wo W W FM FM FM FM/ - / / �, �0/ INV. OUT-260.28 6"WATER 4dAIN- - -� �-I I I FM _ - 1Zb(1 TYPICAL LOT NUMBER PER MAP REF.NO.I CB I I I 16"SA TARY FOR MAIN FM FM FM �2 \ J FM FM FM FM FM FM ABAN ONED FM — — — — — _ _— — — — — w — — — — — — �3� 2�� �2' / J OH - - - = -- - - - - - - - - - -26 _ -267_ 2 a� -269_ - - - -220_ - - STORM MH - _ off H / orr / off P 0t off / I 1311 —2C5— —266 \e6 _� — 265— — — — Ln— P OB 34 FrE tt GRAPHIC SCALE — —267— /� 1� _— — — — — -- — off — L _ Er OH —� P Q � 33 20 0 10 20 40 80 '/ / // I 321/2 3 Q sT PP 32 I I I I F�o� ( IN FEET ) INV. OUT I I I IINV. OUT ST CB ST 1 inch = 20 ft. =254.40 L_ J L J=253.86 STORM MH EROSION AND SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) The LA GROUP STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-0011 . Landscape Architecture&Engineering P.C. 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTION PeopCe.Purpose.PCace. PREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC 40 Long Alley p:518-587-8100 NYS ROUTE 50 _ REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATER Saratoga Springs f 518-587-0180 MANAGEMENT.A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN AN NY 12866 www.thelagroup.com OUTHBOUND ACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION. 3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR Unauthorized alteration or addition to this document is a violation of Section 7209 of the CONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR New York State Education Law. NYS ROUTE 50 - STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A'TRAINED CONTRACTOR'. ©the LA Group 2017 NORTHBOUND 4. PRIOR TO BEGINNING EARTHWORK ACTIVITY,THE CONTRACTOR SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HAUL/ACCESS ROADS, FIELD Prepared for. (' \ OFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OF \ CONSTRUCTION TO THE QUALIFIED INSPECTOR(SWPPP INSPECTOR)AND OWNER'S Conifer L LC \ REPRESENTATIVE FOR APPROVAL. \\� 1000 University Avenue \`\ \ 5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BE Suite 500 IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PROPOSES Rochester, NY 05420 A REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. _ - - - - _ - \ V �� PROPERTY LINE - - - - - � 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. ISSUED FOR: \ REPUTED EXISTING UNDERDRAINS ALONG - \ _ 7. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED - SLOPE SHALL BE MAINTAINED. IF CONFLICTS _ _ _� �� � � � - , \ AND MAINTAINED IN ACCORDANCE WITH THE NYSDEC STANDARDS AND SPECIFICATIONS FOR SITE PLAN/SPECIAL USE \ - WITH NEW WORK, CONTRACTOR SHALL _ \ \ EROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGA i \ - COORDINATE WITH CITY ENGINEERING - - - - - - EXISTING STORM EXISTING TREE APPLICATION \ \ DEPARTMENT FOR REQUIRED REMEDIATION - - - - /_ LINE,TYP. I SPRINGS REQUIREMENTS. \ - - - _ - - STRUCTURE TO REMAIN \ - - - 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. Q 9. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE \ EXISTING STORM REMOVE AND INFRASTRUCTURE TO I 1 SATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP. \ DISPOSE VEGETATION � - - - - - - - __ 5 \ \\ REMAIN _ I 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. 1 11. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES AS w SOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP. REMOVE AND DEMO AND SOIL 3 Z DISPOSE ASPHALT _ % I STOCKPILE L-7.0 } 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTION REPORTS,AND IMMEDIATELY MAKE CORRECTIONS NOTED. REMOVE AND DISPOSE 1 LU EXISTING STORM I O 13. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACE EXISTING STORM - = INFRASTRUCTURE I UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THE STORM PIPE TO REMAIN. `� / /I/ STRUCTURES TO REMAIN QUALIFIED INSPECTOR. CONTRACTOR TO PROTECT V DURING CONSTRUCTION _ )< X�XT�FX 441- / d / 5 SITE PREPARATION NOTES: j =-I; 1 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. -- - ROLLED EROSION g CONTROL MATTING L-7.1 1 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES I �� • �� - - -� �> 1 AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL I UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. \ /a - Z \ n / I REMOVE AND 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING _ DISPOSE VEGETATION 1 ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. �� REMOVE AND / u DISPOSE - -- / 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF / / �Q BUILDING _ I = UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. Project Title: Q 2 SILT FENCE, TYP. � / � - �,� _ ° _ North Spring Run i � - NI J 1 j PROTECTION NOTES: 131 Excelsior Avenue - - - 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK Saratoga Springs, NY 12866 _ - - DUE TO THEIR CONTRACT OPERATIONS, -- _- -- I 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, INLET PROTECTION FOR 5 STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. PROPOSED DRAINAGE - - _ i = STRUCTURES, TYP. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, / - - - _ - - _ DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION EXISTING UTILITY POLES TO BE / - _ I OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, REMOVED. CONTRACTOR TO / / ) o - _ _ _ _ I PERSONS, AND PROPERTY FROM DAMAGE. COORDINATE WITH UTILITY COMPANY / / I - I - 4. BEFORE ANY CLEARING IS DONE,THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE / / ST RY oiN I 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. / \ BL T P - _ I � \ - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND s / - - -_ -_ - - - I PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, 5 - - - I 1 AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, PROTECT EXISTING TREE - MA E APB „ 6.L I ROLLED EROSION I DETAILS AND SPECIFICATIONS.VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR TO REMAIN _ - e °K AL ° I - CONTROL MATTING WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. Project No.: 2019013 X REMOVE AND DISPOSE EXISTING REMOVE AND DISPOSE Ti ® 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR Design: DRC INLET PROTECTION FOR WATER AND SEWER CONNECTIONS VEGETATION,TYP. APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK Drawn: BCS Ch'k'd: DBH EXISTING DRAINAGE AND STRUCTURES I \ _��� V LIIGHT POLE AND 1 OPERATIONS. Date: 03/21/2022 Scale: 1"=30' STRUCTURES TO REMAIN, J BASE, TYP. 0 TYP. - - - 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF Rev: Description: Date: \ \ THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND 1 TIDE COMMENTS 8/9/2022 _ _ FAl SIF SF PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. W W -W REMOVE L ❑ - - w w VJ" w- -W w- i w SAWCUT ,; W- V. W W W W- w w- A A LIGHT POLE AND -w- SAWCUT - - w w W w` w BASE, TYP. A A - REMOVE CONCRETE A SILT FENCE, L-7 0 A A REMOVALS NOTES. I EXCELSIOR AVENUE CURBING TYP. 1 STABILIZED W 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S M FM M M CONSTRUCTION M- M 3 - M SAW CUT ASPHALT FOR / REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. - -I_� z< ENTRANCE - CURB REMOVAL AND ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE CAP AND ABANDON EXISTING - UTILITY INSTALLATION °" °" SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL I I I 4 CONCRETE SEWER LINE CLOSE GATE VALVE, INSTALL REMOVE CONCRETE AND ANY OTHER APPLICABLE REGULATIONS. I I I I Drawing Title L-7.0 WASHOUT CAP AND THRUST BLOCK AND CURBING TO FACILITATE REMOVE CONCRETE L J Li / REMOVE CURB BOX NEW CURB RAMP SIDEWALK AND DRIVEWAY 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE Site Pre a rati o n I I 5T F, APRONS TYP- MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. p t LEGEND Erosion & Sediment 3, EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED Planning Board # xx.XX PROPERTY LINE SF SILT FENCE xxxxxxxxxxxxXX REMOVE AND DISPOSE UTILITY AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. C O n t rO I P I a n LINES AND CURBING A� rp oval 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING EXISTING MAJOR CONTOUR REMOVE STRUCTURE REMOVE AND DISPOSE Approved under authority of a resolution adopted OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL EXISTING MINOR CONTOUR by the Planning Board of the City of Saratoga Springs. OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER Drawing No. REMOVE PAVEMENT EXISTING WATER SERVICE INLET PROTECTION TREES TO BE SAVED. REMOVE VEGETATION 30 0 10 20 30 L Chairperson I _ 1.0 EXISTING SEWER SERVICE 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL DRAINAGE EASEMENT STABILIZED CONSTRUCTION Date Signed: NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. ENTRANCE Scale: 1"=30' 0 LAYOUT NOTES: The LA GROUP Landscape Architecture&Engineering P.C. PeopCe.Purpose.PCace. 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 40 Long Alley p:518-587-8100 NYS ROUTE 50 - Saratoga Springs f 518-587-0180 SOUTHBOUND 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S NY 12866 www.thelagroup.com REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. Unauthorized alteration or addition to this document is a violation of Section 7209 of the 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM New York State Education Law. NYS ROUTE 50 - WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. NORTHBOUND ©the LA Group 2017 \ \ 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. Prepared for. 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF Conifer L LC \ \ NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. \ NEW YORK STATE ROUTE 50, FNA NORTH-SOUTH ATERIAL HIGHWAY 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE 1000 University Avenue BOOK 82 1, 67 STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO Suite 500 \ MAP NO. 117 PARCELCEL NO.NO. 13 136,CIRCA 1967 \ (SEE MAP NOTE NO.4) CONSTRUCTION. Rochester, NY 05420 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ♦♦ - - - - - - PROP ERTY LIB ❑ ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING ' LANDS N/F OF I FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNERS CITY OF GA SPRINGS / I REPRESENTATIVE PRIOR TO CONTINUING WORK. ISSUED FOR: BOOKK NDF,NDF•PGA NDF ♦ 3-5' HIGH IGH 3 \ TAX LD.NO. 166.30 1-1.1 ♦ ' RETAINING WALL 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS SITE PLAN/SPECIAL USE ♦ WOODED CO RESPONSIBLE FOR VERIFYING THE VERTICAL&HORIZONTAL POSITION OF EXISTING APPLICATION ♦ �� 1 UTILITIES PRIOR TO CONSTRUCTION. LAWN 60 1 1 � ®�©�® 0 012 0 0 0 017 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 / 1 ' o R5 102 1 PROPOSED ASPHALT N � r=H NT R9, R5'TYP. R YP, POTENTIAL FUTURE 7 CONNECTION TO 38 39 41 40 42 43 11' 12' Q 10 44 45 46 47 48 49 50 51 52 53 54 55 56 57 NEIGHBORING PROPERTY R5' 74 88 TYP. LAWN 658 75 89 LAWN # 76 90 108 END C,6RB - / 100' CONCRETE 091 109 11 ASPHALT PAVEMENT, TYP. / g SIDEWALK 61 ® 92 110 1 L-7.0 1 M 79 ao_ ® 111 �Wo� 10 6"CONCRETE ^o H o W L-7.0 CURB, TYP. � 80 94 E z o IZZWwZ Z JU�x 7' 64 TYP. 18, 2 81 95 4' 113 LAWN 6 20-FT HT. LIGHT POLE, TYP. _ 65 ' 82 96 114 o 0 83 INSTALL EV-CHARGING o 66 97 115 STATION AND SIGNS, 2 a RETAINING / TYP. OF 4 L-7.1 10 WALL 4-7' Im ' HIGH 99 117 r LANDS N/F OF U,�/ 5 2 69 86 EV f EV 118 TREELINE z m SARATOGA DAIRY INC. GUIDERAIL / 20-FT HT. LIGHT POLE, 6 BOOK107K 516,PAGE373 =� L-7.2 ACCESSIBLE O O f 119 (TYP.) &BOOK 1074,PAGE 241 Q � $7 EV EV 101 TAX I.D.NO. 166.30-1-2 / Q� 1 PARKING, / PAVEMENT / L-7 1 (TYP.) 71 120 Project Title: MARKING ARROW 13' 18'TYP. / / p i 72 (R9Q 121 DUMPSTER ENCLOSURE WOODED PROPOSED L-7.1 1 LEGEND North Spring Run 4 STORY BUILDING COURTYARD 131 Excelsior Avenue 1 ■ 62 UNITS , 1 - - - - PROPERTY LINE TRASH ENCLOSURE - co BUILD-TO LINE Saratoga Springs, NY 12866 6 TYP. / R18.5' � � � FLUSH CURB 1 -x-x-x-x- FENCE I 122 123 124 125 126 E 128 129 130 WALL R3'TYP. J T T -- ACCESSIBLE PARKING, 1 6"CONCRETE CURB 5 ACCESSIBLE 1/ 4 TYP. L-7.1 131 ( ) 1 � TRANSITION CURB PARKING, (TYP.) L-7.1 132 162 1 VEHICULAR ASPHALT PAVEMENT / 5' Q133 TRANSITION 7 / CURB PROPOSED CONCRETE 8 1 PEDESTRIAN ASPHALT PAVEMENT / 134 4 STORY BUILDING PAVEMENT, TYP. GREENBELT TRAIL 40 UNITS C 2 135 - BIKE RACK, 6 DIRECTIONAL SIGNAGE I CONCRETE PAVEMENT L-7.1 FLUSH CURB / TYP OF 4 L 7.2 5' ' 136 SEAT WALL R5 1 1 12' BUILD TO LINE - SEAT WALL 75' +252' 12' BUILD TO LINE 1 (EXPANSION JOINT) (CONTROL JOINT) SIGNAGE Project No.: 2019013 CONNECT TO 6'TYP 6'TYP. Design: DRC GREENBELT TRAIL LAWN 0 Drawn: BAS Ch'k'd: DBH _ o Date: 03/21/2022 Scale: 1"=30' ------ ti -Lo 0- LAWN Rev: Description: Date: 1 TIDE COMMENTS 8/9/2022 137 1� 39 � 140 Y„ 141 142 143 144 145 146 147 148 2 CITY COMMENTS 8/31/2022 11 ASPHALT 2 STOP L-7.0 SIDEWALK, (TYP.) L-7.1 SIGN 20.00' 22, PEDESTRIAN 4 DECORATIVE STREET 5 ASPHALT 11 CONNECT TO 7 TRANSITION 4 WARNING SIGN L-7.2 LIGHT, (TYP.) L-7.1 SIDEWALK, (TYP.) L-7.0 GREENBELT TRAIL PumpeiFiieicuck EXCELSIOR AVENUE L-7.0 CURB, TYP. CROSSWALK L-7.1 JH OH- OH FIRE TRUCK CONCRETE Drawing Title MANEUVERING EXISTING CONCRETE 4 PEDESTRIAN SIDEWALK 7.0 PROPERTY OWNER SHALL BE RESPONSIBLE 30 0 10 20 30 SIDEWALK L-7.2 WARNING SIGN FOR SNOW REMOVAL OF PARKING SPACES ALONG EXCELSIOR AVENUE Scale: 1"=30' Layout & Planning Board # xx.xx Materials Plan Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Drawing No. Chairperson I _2.0 Date Signed: 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 The LA GROUP SURVEYOR. Landscape Architecture&Engineering P.C. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE PeopCe.Purpose.PCace. START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT 40 Long Alley p:518-587-8100 THEY WILL NOT BE DISTURBED BY CONSTRUCTION. Saratoga Springs f 518-587-0180 NYS ROUTE 50 - SOUTHg NY 12866 www.thelagroup.com �UND 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 Unauthorized alteration or addition to this REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. document New York State a violation of Section 7209 of the ate Education Law. NYS ROUTE 50 - 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30, NORTHBOUND IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO ©the LA Group 2017 THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. Prepared for. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. Conifer LLC 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM 1000 University Avenue \ OF CURB UNLESS SHOWN OTHERWISE. Suite 500 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND Rochester, NY 05420 \ -- - GRADE OF THE EXISTING PAVING. CB-3 Sm RIM: 269.80 _ - _ _ 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME do do INV. IN(E): 263.53 Sm 11 PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE ADJUST FRAME ♦ INV. IN(SE): 267.00 PROPERTY LINE OUTLET CONTROL 1° TIGHT TO FACE OF CURB. ISSUED FOR: AND GRATE INV. OUT: 263.43 STRUCTURE RAISE FRAME \ _ _ 1 RIM: 270.40 TW: 275.50 RIM: 272.15 AND COVER / 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. SITE PLAN/SPECIAL USE 50 ADJUST FRAME TW: 273.00 TW: 276.50 =____ BW: 273. - - INV. IN:265.00 RIM: 274.00 CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES APPLICATION AND GRATE _ BW: 271.25 - BW: 271.50 - INV. OUT: 264.90 INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. RIM: 269.50 -- _-_ 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN T _ EXISTING �� DRAINAGE 272.40 EASEMENT 1 LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO _ ��� TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. - �s�'6 ' - 275.00 BOUNDARY TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. ti 13 LF OF 6" TC 272.4 1 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM 272.30 HDPE @ 9.6% \2j2 BC 271 9 -- 1 COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO 340 LF OF 48"CMP �� GRAVEL LARGER THAN 2",AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT YD-112"O \ UNDERGROUND 275.00 \ TC 272.7 -- -- - _ RIM: 271.00 BC 272.2 - DETENTION PIPES PLANS AND DETAILS.\ / INV. IN (4"): 268.50 INV. ELEV.: 265.25 ? 271.90 \ INV. OUT(6"):268,25 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND / TC 270.1 �� PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE / BC 270.1 - - 137 LF OF 12" 4 CHANGES. � HDPE @ 1.0% 271.30 3 TC 273.9 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE 21° BC 273.4 / 1 DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN ..... TC 273.E KIND. 271 269 „.........270 B 3.Ll / 2> .....::................:::........ .............. EXISTING / MH-2 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING RIM: 268.30 '-ROOF DRAIN WI JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A DRAINAGE 26g SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. EASEMENT INV. IN (N): 262.30 � SPLASH BLOCK 1 BOUNDARY INV. IN (S): 263.50 -- LSTORMWATER PLANTER(SMP-1) 1 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS / INV. OUT(12", EXIST.): 262.20 TOP OF PLANTER: 271.50' NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HYDRODYNAMIC BOTTOM OF PLANTER:270.50' �> HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM SEPARATOR CB-4 2j MH-1 1.5%HDPE MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY Z / RIM: 268.25 75 LF OF 15 RIM: 270.80 RIM: 271.70 1 DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. / INV. IN: 262.10 � @ � 1 INV. IN (E): 268.50 INV. IN: 268.20 INV. OUT: 262.01 I 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING Q / / INV. IN (S):269.00 40 LF OF 12" INV. OUT: 268.20 CB-6 PROPOSED 272.50 INV. OUT: 268.40 0 VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. O TW: 268.00 HDPE @ 0.5/o RIM: 272.20 � BW: 265.50 4 STORY BUILDING O a 26 ST ST INV. IN (6"): 269.35 1 m 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL / CB-2 6 20 LF OF 12" FFE: 272.50 TC 272.9 INV. OUT(12"): 268.90 1 TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS / RIM: 267.50 HDPE @ 1.0% 272.20 ^^ BC 272,4 SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING INV. OUT: 263.70 26$/ TC 273.0 Z FROM CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING TW: 268.50 STORMWATER PLANTER(SMP-2) 73 LF OF 12" 1 BC 272.5 M DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS / BW: 266.00 / TOP OF PLANTER: 271.50' >2 �'�' U) HDPE @ 0.5% ti° 1 PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. BOTTOM OF PLANTER: 270.50' TC 271.40 f 1 / ROOF DRAIN WI BC 270.90 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES NO Project Title: ti SPLASH BLOCK -''•' STEEPER THAN 1 FOOT(VERTICAL)ON 2 FOOT(HORIZONTAL). 269 North Spring R u n / FIFE ELEVATION 273.95 / CHANGE ~ 271.75 95 LF OF 6" "ir.-. i 131 Excelsior Avenue / TW: 269.00 / _ 271.75 HDPE @ 2.0% TC 273.65 I Saratoga Springs, NY 12866 / BC 273.65 LJQ YD-2 / BW:267.50 / YD-3 12"0 HP 271.5 TC 27245 . RIM: 273.25 2095 TC 274. / TC 270.8 RIM: 271.00 BC 271. INV. OUT(6"): 271.28 / BC 270.8 o INV. IN(4"):268.50 105 LF OF 6" BC 273.70 1 INV. OUT(8"): 268.25 `� >� HDPE @ 1.0% BC 273.90 1 / ] 27 LF OF 8" HDPE @ 1.0% 26 LF OF 8" HDPE @ 1.0% b ti^� TC 273.00 TC 270.00 270.38 ti BC 272.50 ti�Q a N 1 BC 269.50 TC 270.7 YD-5 N' 1 LEGEND BC 270.2 RIM: 270.00 YD-4 TC 273.78 1/ TC 270.50 N INV. IN (8" N):267.87 RIM:270.10 ROOF DRAIN BC 273.28 274.50 BC/ 270.00 INV. IN(6" E): 267.90 b INV. IN (8"): 268.23 CONNECTION TC 274.15 TC 273.40 � � � � PROPERTY LINE INV. OUT(8"): 267.77 INV. OUT(8"): 268.13 BC 273.40 BC 273.65 CORE INTO EXISTING TC 270.3 270.82 YD-6&7 TC 273.55 1 PROPERTY LINE 1 FFE: 275.0' 1 f BC 270.3 270.90 RIM: 270.00 0 BC 273.55 EXISTING MAJOR CONTOUR / STRUCTURE / � N TC 270.00 FFE:271.0' 270.82 INV. IN (12"):263.62 N o BC 269.50 YD-8 INV. OUT(6"): 268.00 EXISTING MINOR CONTOUR INV. OUT(12" EXIST.): 263.10 RIM: 270.00 ° TS 274.88 z7o PROPOSED MAJOR CONTOUR HDPE @ 1.0% INV. IN (8" N):267.64 BS 271.96 _ 129 LF OF 8" TC 270.7 INV. IN(6" E): 267.90 24 LF OF 8" __ - TS 274.88 TS 274.88 1 z72 PROPOSED MINOR CONTOUR / HDPE @ 2.0% INV. OUT(8"): 267.54 N HDPE @ 1.0% TS 274.88 BS 273.72 274.88 BC 270.2 BS 274.30 BS 273.13 T v v V Project No.: 2019013 73 T T b b 273.62 274.20 - _ ST PROPOSED STORM LINE Design: DRC din 30 LF OF 12" 273.03 .8 a Drawn: BCS Ch'k'd: DBH HDPE @ 2.0% 269 269.75 270.84 -270.45 �270.75 271.86 273.30 273.88 274.60 PROPOSED CATCH BASIN Date: 03/21/2022 Scale: 1"=30' zso >0 270.45 270.58 �'> 272.28 2� �> N 270.65 ° p >> 271.50 Rev: Description: Date: - 271.46 � 2>9 PROPOSED SPOT ELEVATION 1 TIDE COMMENTS 8/9/2022 T 266 �° ti ry ry ry ^�, AD 2 CITY COMMENTS 8/31/2022 ^ n µ PROPOSED YARD DRAIN CB-7 w` w w- TC 276.90 RIM: 269.10 TC 270.70 BC 276.40 INV. IN 8" 264.62 TC 268.905 - BC 270.20 CB-1 ( ) BC 268.40 �269 - RIM: 270.40 MEET LINE AND GRADE EXISTING STORM LINE INV. OUT(12"): 264.22 BC 268.65 INV. OUT:267.10 EXCELSIOR AVENUE OF EXISTING CURB MEET LINE AND GRADE-] YD-9 - - � 35 LF OF 12" RIM: 270.00 OF EXISTING CURB 1.0% 30 0 10 20 30 Drawing Title HDPE INV. IN (8" N): 267.30 @ INV. IN (6" E): 267.80 1 INV. OUT(8"): 267.20 CORE INTO Scale: 1"=30' EXISTING 10 LF OF 6" STRUCTURE Grading & HDPE @2.0% INV. IN:266.75 Planning Board # xx.xx Drainage Plan YD-10 RIM: 270.00 Approval INV. OUT(6"): 268.00 Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Drawing No. Chairperson I _3 •0 Date Signed: UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION C1 TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO The LA GROUP CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. Landscape Architecture&Engineering P.C. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE PeopCe.Purpose.PCace. SARATOGA COUNTY SEWER DISTRICT#1 IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 40 Long Alley p:518-587-8100 NYS ROUTE 50 - 3. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, Saratoga Springs f 5t118-58 -0180 SOUTHBOUND LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 12866 www.thelagroup.com EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. Unauthorized alteration or addition to this document is a violation of Section 7209 of the 5. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE New York State Education Law. NYS ROUTE 50 - UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. NORTHBOUND 6. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING ©the LA Group 2017 UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. Prepared for. (�\ 7. PRIOR TO CONSTRUCTION, CONTRACTOR MUST FIELD VERIFY GRADES OF \ EXISTING SEWER MAINS TO WHICH THE NEW SEWER WILL TIE INTO. Conifer L LC \\� 1000 University Avenue WATER SYSTEM NOTES Suit s0Or, NY 05420 \ \ 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 PROPERTY LINE _ � � � � Sm 1 CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. \ / - - - - - - - - - - 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN ISSUED FOR: \ \ \ do1 I CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS 0\ AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. SITE PLAN/SPECIAL USE \ dop \ \ BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED APPLICATION op \ LABORATORY WILL BE REQUIRED TO VERIFY SANITARY QUALITY.WATER SERVICE 1 LINES ARE EXCLUDED FROM THIS REQUIREMENT. \ \ 1 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. \ \ 1 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 / / / 1 AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD /\ VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY _ 1 COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. MIT 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. I ` SANITARY SEWER NOTES 1 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. ' / // / -0 'Lou / 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD A / , 70 SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST / u l REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION / I FIFE: 272.50' SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. 1 J / m 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE f SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE / 1 PLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OF / f 1 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. Project Title: / 1 5. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCH North Spring Run OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. PROPOSED 1 LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 131 Excelsior Avenue / 4 STORY BUILDING ■ FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWER Saratoga Springs, NY 12866 DISTRICT#1 STANDARDS. / 6. LOW PRESSURE AIR TESTING IS PERMITTED.TEST IS TO CONFORM TO UNIBELL 1 PVC PIPE ASSOCIATION, UNI-B-6-98. ------------ LEGEND AD AD r FIFE: 271.0' PROPERTY LINE PROPOSED 1 1 F BUILDING 4 STORY BUILDING 1 EXISTING WATER SERVICE 1 CONNECTION FIFE: 275.0' BUILDING CONNECTION EXISTING SEWER SERVICE INV. ELEV.: 265.00 INV. ELEV.: 269.00 C I SANITARY SEWER 1 w PROPOSED WATER SERVICE SANITARY SEWER CLEAN OUT CLEAN OUT 1 SAN PROPOSED SEWER SERVICE � T cod PROPOSED SEWER CLEANOUT Project No.: 2019013 Design: DRC EXISTING FIRE 45' BEND AND > ® EXISTING AND PROPOSED Drawn: BCS Ch'k'd: DBH HYDRANT 56 LF OF 6 55 LF OF 6" 8" D.I.P. THRUST BLOCK Z SDR-26 @ 2.0% STORMWATER INFRASTRUCTURE Date: 03/21/2022 scale: 1"=30' \ I I I SDR-26 @ 2.0% - EXISTING 12" Rev: Description: Date: (A WATER MAIN 1 TIDE COMMENTS 8/9/2022 2 CITY COMMENTS 8/31/2022 w w - w w w w w w w w w- w w w w w w w ST w ST- w w w w w w w w w w w w w -s w w w� w w w w w w w w w w A l A A A A A A SA 8 A A SIOR AVENOE SA A w w w w /'� FM FM FM FM FM FM FM- FM FM FM EXISTING 18" PVC I 3 f SEWER MAIN I 8"X 12"TAPPING 30 0 10 20 30 I I I I 18"X 6"SDR-26 SEWER SLEEVE WITH 8" 18"X 6"SDR-26 SEWER I I I I SADDLE CONNECTION GATE VALVE AND �ST\ SADDLE CONNECTION Drawing Title I I I I 18" INV. (EXIST.): ±262.14 THRUST BLOCK 18" INV. (EXIST.): ±264.15 J J 6" INV. ELEV.: 263.90 6" INV. ELEV.: 267.88 Scale: 1"=30' SF ST Planning Board # xx.xx Site Utilities Plan Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Drawing No. Chairperson L-4.0 Date Signed: PLANTING NOTES: NYS ROUTE 50 - SpUrHBThe pUND1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL 13. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: LA GROUP GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR 13.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; Landscape Architecture&Engineering P.C. NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL PeopCe.Purpose.PCace. NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR NYS ROUTE 50 - VARIETY OF TREES AND SHRUBS INDICATED,AND ROOT BALL SIZE TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW 40 Long Alley p:518-587-8100 COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED Saratoga Springs f 518-587-0180 NORTHBOUND NY 12866 www.thela rou com \ ND "AMERICAN STANDARD FOR NURSERY STOCK."ALL PLANTS SHOULD BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADERS) g p BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND THOSE IN THE LOCALITY OF THE PROJECT. SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. Unauthorized alteration or addition to this 13.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF document is a violation of Section 7209 of the 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI GRASS FREE OF WEEDS, SURFACE IRREGULARITIES,WITH New York State Education Law. Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT.AND BARE NEW YORK STATE ROUTE 50, FNA NORTH-SOUTH ATERIAL HIGHWAY POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND SPOTS NOT EXCEEDING 5"X5" ©the LA Group2017 BOOK 67 MAP NO. 1 17 PARCEL NO. FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF \ NO. 13 136,CIRCA 1967 \ (SEE MAP NOTE NO.4) TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL BRANCHES OR ROOTS TIP-TO-TIP. TO REMAIN ALIVE AND BE IN A HEALTHY,VIGOROUS CONDITION FOR Prepared for A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING Conifer L LC 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY PROPERTY LINE ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL WORK. LANDSN/FOF / _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — 1� BE PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY'WITHIN THEIR 1000 University Avenue CITY BOFOKNDF,PAGE OGANoPRINGS ' / I CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE 15. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN Suite 500 TAXI.D.NO. 166.30-1-1.1 d SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE Rochester, NY 05420 LANDSCAPE ARCHITECT WILL BE REJECTED. IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL do♦ WOODED / I BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE 1 GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. PLANTING LIST. CK 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, 16. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING ISSUED FOR: MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH WITH AOSA'S"RULES FOR TESTING SEEDS" FOR PURITY AND 1 TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SITE PLAN/SPECIAL USE 85 DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, APPLICATION a PLS GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED,AS 6. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY FOLLOWS: 70 75 F-601 1 / LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO PRF PPV PAG AR I THE LANDSCAPE ARCHITECT. PROPORTION GERMINATION PURITY \ POTENTIAL FUTURE / 1�j � Q 7. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED COMMON NAME BY WEIGHT MINIMUM MINIMUM CONNECTION TO / PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE NEIGHBORING PROPERTY J LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF CREEPING RED FESCUE 50% 85% 95% 2 2 / 1 PLANTING. OR CHEWINGS FESCUE / AR GT I1 / o 8, CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE KENTUCKY BLUEGRASS 25% 85% 90% I / STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS TOP SOIL AND AND PERENNIALS. PERENNIAL RYE 25% 90% 90% / 3 3 3 SEED, TYP. I 9. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3")OF SHREDDED M BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS 17. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM CA GB HS J P, MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND 3 3 3 0�N" SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK BASED ON THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY HS GB GB ^z Q OZ MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL w N z o SHREDDED BARK SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, Z I �QWwZ . 3 1 Z Q= o GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS CA 3 2 J v x MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND GB IG w~ TOXIC MATTER HARMFUL TO PLANT GROWTH, 10. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN a / HS _U Q I ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT 10 LIST,THE PLANTING PLAN SHALL GOVERN. TOPSOIL SPECIFICATION: / TREELINE 1M 11. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS J 3 GRADATION: PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING � HS LANDSN/FOF / f PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND SARATOGA DAIRY INC. / 3 3 1 m UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS BOOK516,PAGE373 / AR i INCLUDES PRUNING, WEEDING,WATERING, FERTILIZATION, AND MIN. MAX. &BOOK 1074,PAGE 241 CA CA TAXI.D.NO. 166.30-1-2 / RE-SEEDING AS NECESSARY. #10 100 PH RANGE: 5.2-7.0 1 #20 78 95 ORGANIC MATTER:4%-6% 3 IG Q 12. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS #40 67 87 MAGNESIUM: 35LB. PER AC CA Q AND OPERATIONS OF OTHER CONTRACTORS AND/ TRADES. MAINTAIN p � #60 48 78 PHOSPHORUS: 75LBIAC WOODED / COURTYARD 2 —. 1 PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. #100 40 75 POTASSIUM : 85LB/AC / 3 3 GT Q I 1 TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. / JH CA � #200 28 63 SOLUBLE SALTS: NOT TO EXCEED 1 T 1 3 500 PPM CK ■— HS #270 22 55 / 5 1 1 .002 2 7 Project Title: JH lip CK ' North Spring Run / 1 2 131 Excelsior Avenue CK IG — — — DECIDUOUS TREE 1 PLANTING, (TYP.) L-7.2 1 Saratoga Springs, NY 12866 3 4 SHRUB PLANTING, (TYP.) 2 1 CA 6 2 FGB] � CA IG / 9 9 9 FP-Avl PROPOSED ASMGB PROPOSED HAV 4 STORY BUILDING 1 h 62 UNITS 1 1 4 STORY BUILDING 1 5 CK 2 HK HK 40 UNITS 4 LEGEND IG / IG 4 7 7 4 2 HS PPV 2 1 2 IV IV HS CA 4 IG HS 8 1 PROPERTY LINE 1 12' BUILD TO LINE PPV AV 1 «* 1 CA 12' BUILD TO LINE TOP SOIL AND SEED 6 6 Q 2 13 13 � PPV PPV IG qS AS 4 + DECIDUOUS TREE PLANTING PPV Project No.: 2019013 GOO SHRUB PLANTING Design: DRC DECORATIVE STREET Drawn: BAS Ch'k'd: DBH 2 3 Date: 03/21/2022 Scale: 1"=30' GT CO EXCELSIOR AVENUE LIGHT, (TYP,) GREENBELT TRAIL DECORATIVE STREET LIGHT h Rev: Description: Date: SITE LIGHT FIXTURES 1 TDE COMMENTS 8/9/2022 °"— 2 CITY COMMENTS 8/31/2022 KEY1 QTJ BOTANICAL NAME COMM01TRAME SIZE CONDITION TREES AR 4 Acer rubrum Red Maple 3-3.5"cal. B&B CK 5 Cladrastis kentukea Yellowwood 3-3.5"cal. B&B CO 3 Celtis occidentalis ac erry 3-3.5"cal. B&B T 6 editsia triacanthos inermis'Christie' Halka Honeylocust 3-3.5"ca. B&B 30 0 10 20 30 Drawing Title SHRUBS AND PERENNIALS AS 44 Astilbe chinensis'Visoins in Pink' Visions in Pink Astilbe no. 2 Cont. CA 41 Ceethera alnifolia 'Hummingbird' Summersweet clethera no. 2 cont. Scale: 1"=30' GB 18 Ga lussacia baccata Black Huckleberry no. 3 cont. Landscape Plan HS 25 Helictotrichon sem ervirens Blue Oat Grass no. 2 cont. Planning Board # xx.xx HK 4 Hosta'Krossa Regal' Krossa Regal Hosta no. 2 cont. IG 1 21 Ilex glabra'Shamrock' Inkberry Holly 5 gal. /24"-30" ht. cont. Approval IV 14 Itea virginica'Little Henry' Little Henry Itea no.3 cont. JH 13 Juni erns horizontal is'PI u mosa com acta' Andorra Juni er no. 3 cont. Approved under authority of a resolution adopted AV 11 Viburnum dentatum rrowwoo Viburnum 36"-48" ht. cont. Drawing No. by the Planning Board of the City of Saratoga Springs. BIORETENTION BASIN PLANTINGS PAG 60 Andropogon gerarlii B uestem no. 2 Cont. PLS 85 Lobella siphilitica Cardinal Flower no. cont. Chairperson LI _ p PPV 103 Panicum virgatum y'Ruby Ribbons' u i bons Red Switchgrass no. 2 PRF 70 Rudbeckia fulgida I Black-EyedSusan no. 1 cont. Date Signed: 0 NYS ROUTE 50 - SOUTHB pUND Schedule The LA GROUP Symbol Label Image QuanI Manufacturer Number Lum:ns Catalog Number Description Light Loss Wattage Plot Landscape Architecture&Engineering P.C. Lamps Per L Imp Factor 12 Lithonia Lighting 1 8268 DSXO LED P3 40K T4M D5X0 LED P3 40K T4M MVOLT 0.9 71 PeopCe.Purpose.PCace. MVOLT 40 Long Alley p:518-587-8100 YS ROUTE 50 _ NpRTH A Saratoga Springs f 518-587-0180 \ BOUND Max:4705cd NY 12866 www.thelagroup.com \ 1 Lithonia Lighting 1 8268 DSXO LED P3 40K T411 DSXO LED P3 40K T4M MVOLT 0.9 142. MVoLT Unauthorized alteration or addition to this e document is a violation of Section 7209 of the B � G� New York State Education Law. NEW YORK STATE ROUTE 50, FNA NORTH-SOUTH ATERIAL HIGHWAY Max:4705cd ©the LA Group 2017 BOOK 821,PAGE 467 \ MAP NO. 117 PARCEL NO. 136,CIRCA 1967 \ (SEE MAP NOTE NO.4) Prepared for. Conifer LLC 00 PROPERTY LINE o 1000 University Avenue LA OF 1 Description Symbol ' • Max Avg/Min fJ Suite 500 CITY OF SARATOATOGA SPRINGS / Rochester NY 05420 BOOK NDF,PAGE NDF � � TAXLD.NO. 166.301-1.1 /� Calc Zone #2 + 1 .� fc 4.6 fc 46.0 : 1 1Z.0 : 1 0. 1 fc �♦ WOODED \ 1 _ . 1 0.2 0.2 +0.2 0.2 0.2 0.2 0.3 ' .4 } } } } } } • • } ISSUED FOR: 1 } } } } } } } } } } o. 1 0.3 0. 0 8 .0 1.5 2.3 2.4 1.6 1.2 1.0 0. 0 5 + .4 + + + + + + + + + + 0.3 +0.3 +0.3 +0.3 0.3 0.3 0. 03 .3 0.4 +0.5 +0.6 +0.8 1.1 1.4 1. 25 .2 1.6 +1.2 +0.9 * + + SITE PLAN/SPECIAL USE 0.4/ 0.2 1 * * * * * * * * * * * APPLICATION - 0. 0. 0 8 .1 1.6 2.0 2.1 1.7 1.4 1.1 0. 0 7 .6 0.5 0.5 +0.5 +0.5 +0.5 +0.5 +0. +0.5 * .5 0.6 0.7 +0.9 +1.0 +1.2 +1.5 +1.8 +1.9 +1.9 +1.5 +1.2 +1.0 +0.7 + + } } } } } } } } } } } } } � 1 0.3 0.5 0.7 1.0 1.3 1.5 1.5 1.5 1.3 1.1 1.1 1.0 0.9 +0.8 +0.8 +0.8 +0.7 0.7 +0.7 +0.8 +0.8 +0.9 +0.9 +1.0 +1.1 1.1 1.2 1.4 1.6 1.5 1.4 1.3 1.1 1.0 0.9 0.7/ + 0.11 +0.3 +0.4 +0.6 +0.8 +1.0 +1.0 +1.1 +1.2 +1.2 +1.1 +1.2 +1.3 +1.3 +1.2 +1.2 +1.0 +0.9 09 1.0 1.2 41.3 + + * /4 1.3 4 4 4 4 4 4 4 4 4 4 4 4 . 1.4 1.3 1.3 1.3 1.4 1.3 1.3 1.1 1.1 1.1 1.1 1.1/ 1.0 0. 1 + 1 0.2 +0.4 +0.5 +0. +0. .9 +1.1 +1.2 1.3 +J61.8 +1.7 +11. 11 .0 1.0 +1.2 +1.5 +1.8 +19 1. 1.6 +04 +1 Q +1 +1.3 +1.2 +0.9 +0.9 +POSSIBLE FUTURECONNECTION TO / } }.2 0.2 0.3 0 +0. +0. + 5 + 7 +0.9 +1.2 +1.4 + 3 +2.3 +1. +1. +1 1 + + + + + + +NEIGHBORING PROPERTY / .0 1.0 +1.3 +1.6 +2.3 2.5 1. 1.6 1.5 1.4 1.4 +1.4 1.3 +0. +0.8 +1.1 +1.4 +1.7 +1.6 +1.4 } +0.2 } } } } } 1 0.2 2 6 0.9 1.1 2.4 2.7 1.7 1.2 1.0 0.9 0.9 1.1 1.4 +2.3 + .6 +1.8 +1.5 +1.5 +1.5 +1.6 +1.7 1,5 +0. +0.8 +1.1 +1.4 1.9 2.3 2.3 + 1 6 0.7 0.8 +0.8 +1.0 +1.1 } . . 0.5 0.7 7 } } ++0.8 07 04 0.2 0.2 0.2 0.3 + + + + + } } } / 0.8 0.7 0.9 1.2 1.7 +2.1 .2 1.1 0.9 1.1 11 44/� + + + 1.9 2.3 2.3 0 7 0.9 0.9 +0.8 +0.7 + 8 + + + + + + + + + + 0.5 0.6 0.8 1.2 1.7 2.4 .8 1.0 1.1 1.1 1.4 +1.7 +1.7 1.5 1.1/ +1 +1.1 +1.2 +1.0 +0.8 /+14 + + + 1 n + } 1 0.5 0.6 0.9 1.3 +1.8 +2.1 .2 1.2 J_/ 1.2 1.3 1 +1 +1.6 +1.5 1.2 +W 11 + + + + W o._ +0.4 0.6 0.9 1.3 +1. + + .7 +0.9 + + + O�N M 1 1.0 +1.0 + + ^\H0� + + + ZQz`o 2. 2.3 1.7 1.2 + + + 1 � + + + + + + } h J Z O IJ� 0.4 0.9 1.2 1. 7 0.8 0.6 0.8 0.9 0.9 0.7 Z Q W w Z ? 1 Q=moo } } } JU�x J 2. 2.2 1.7 .2 + + + + + + + �1 0.9 1.2 1.5 1.7 7 0.9 0.7 0.8 1.0 1.0 0.9 0.7 Z Q al } } } 1. 1.6 1.5 / 1.1 + + + + + + + w 0.9 1.3 1.6 1.8 +1 7 +1.0 +0.8 +0.9 1.1 1.1 1.1 +0.9 Q a6 20' HT. LIGHTING I+1 +1.2 +/ 0.9 } } + + + + + + + * * * 10 0.5 0.6 1.0 1.4 1.8 2.2 2 1.3 1.0 1.2 1.3 1.5 1.5 1.2 1m L-7.1 FIXTURE, (TYP.) PROPOSED � J} } } } 1 .8 1.0 0.8 0.6 0.3 0.3 0.3 0.4 0.6 0.6 +0.7 +1.0 +1.4 +1.8 +2.5 +1.2 +1.4 +1.3 +1.7 +2.0 +2.0 +1.8 TREELINE 0.4 0.5 0.6 0.6 0. 0.8 0.9 1.1 1.4 1.8 2.2 2 1.4 1.2 1.4 +1.8 +2.3 +2.9 +2.9 nl LANDS N/F OF 1 SARATOGA DAIRY INC. 1 BOOK516,PAGE373 / 6 +o.s /+0.9 +0. +0.4 * * + + + + + + } } + } } } } } } &BOOK 1074,PAGE 241 0.5 0.7 0.8 0.9 1. 1.1 1.2 1.3 1.5 1.6 1.8 11 1.1 1.0 1.4 2.0 2.6 3.1 3.1 6 TAXI.D.NO. 166.30-1-2 20' HT. LIGHTING * * * + FIXTURE, (TYP.) 1 .8 1 1.0 0.7 0.3 0.7 +1.0 +1.2 +1.4 +1. .5 +1.6 +1.Sn +1.4 Q +1A +1.4 +1.3 +0.8 +1.0 +1. f+�2 + 7 + + JV4 V +1.0 /+1.4p +1.3 +0.9 +0.3 + * + + %a + + + + + + 1 0.8 1.3 1.7 2.0 2.8 .1 2. 1.7 1.3 1.1 1.0 1.0 0.7 +0 9 +1 4 +2 0 +2 7 + +WOODED COURTYARD -■ 1 1 4 4 4 4 i / .9 +1.3 +1.7 + .8 1.5 0.5 + + + + + + + + + + 0.8 1.4 2.2 A.6 1.7 1.2 0.9 0.7 0.7 0.6 0.8 1.2 +1.8 2.4 1 / } T/ Ac 0.9 1.4 2.0 1.6 0.8 +1.4 +2.1 +2. +4. 0 2.4 +1.6 +1.1 +0.8 +0.6 +0.5 +0.5 +0.7 +1.1 +1.6 x- / / +1.0 � " � 1 Project Title: . . 0.8 +1.3 +1.7 +1.9 +2. + .0 +1.8 1.5 +1.0 +0.7 +0.5 +0.4 +o * + + } 1 .6 0.9 1.3 1. 1.5 North Spring Run +1.1 0.7 +1. + .2 +1.3 +1. + .3 +1.3 1.1 + + + + + + + + + + 131 Excelsior Avenue / 1 4 4 4 4 } 4 0.5 0. 0.8 0.9 1.3 .9 + + * 4* + + + + / + + . 1 Saratoga Springs, NY 12866 L2 1.1 1� 6 / 1 1.2 +14 +1 4 } * + PROPOSED 7 4 STORY BUILDING / 1.7 +1.8 +1.6 PROPOSED 40 UNITS 1 4 STORY BUILDING 1 1 / +22 +1.6 0+ .1 +0.7 1` +( 62 UNITS 1 LEGEND / 2.2 +2.0 +1.5 +1.1 +0.7 + o/ 1A +1.5 1.3 +1.0 +0.6 +0 1 PROPERTY LINE 1 12' BUILD TO LINE 12' BUILD TO LINE 1 07 +C 15 1 ,&:�I...� \ # DECORATIVE STREET LIGHT h 11TT PROPOSED LIGHT FIXTURES Q 0 0 +,02 PROPOSED FOOT CANDLE y 7 Project No.: 2019013 Design: DRC DECORATIVE Drawn: BAS Ch'k'd: DBH 5 EXCELSIOR AVENUE STREET LIGHT, (TYP.) L-7.1 Date: 03/21/2022 Scale: 1"=30' Rev: Description: Date: f 1 TDE COMMENTS 8/9/2022 OH off off off O" -Or OH 30 0 10 20 30 Drawing Title Lighting Scale: 1"=30' Photometric Planning Board # xx.xx Diagram Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Drawing No. Chairperson I _6•p Date Signed: CONSTRUCTION SPECIFICATIONS: 3" EDGE OF EXISTING ROADWAY TURF FLUSH CURB CONCRETE SIDEWALK FLUSH CURB 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR 1/4" REVEAL (MAX.) JOINT SEALANT TO 1/2" DEPTH RECYCLED CONCRETE EQUIVALENT. CONCRETE SIDEWALK 1/4" REVEAL(MAX) 2'WIDE DETECTABLE WARNING STRIP TOOLED JOINT WITH 1/4" RADIUS EDGE C1 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE 6"CURB 6'TRANSITION RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. CURB = BACKER ROD (TYP.) = M The LA GROUP 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. �� o 0 0� o PREMOULDED JOINT FILLER.CUT BACK 0 00��o 0 0 0�0 0 00��0 4. WIDTH-TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THEo � o�� 4'-0" MIN.WIDTH -------- ------ ----------------- FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS ogo � / 4-0 MIN. RAMP WIDTH o AS NECESSARY AFTER PLACEMENT Landscape Architecture @.Engineering P.C. OCCURS.GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE 4� � �oo � p c op 3'TRANSITION CURB, 6'TRANSITION a ��� o 2 WIDE DETECTABLE TYP. EACH SIDE. a EXPANSION JOINTS TO OCCUR 30'O.C. MAX, PeapCe.Purpose.PCace. AREA PRIOR TO PLACING OF STONE. -_ _ _ pro o „ moo ��� CURB WARNING STRIP WHERE CONCRETE MEETS VERTICAL SURFACES 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ` " �� ��� oho 00 0 3/8"JOINT 40 Long Alley p:518-587-8100 CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE �o oho OR IMMOVABLE OBJECTS SUCH AS CURBS, A moo, o pro 0 PEDESTRIAN CURB RAMP-TYPE 1 PEDESTRIAN CURB RAMP-TYPE 2 Saratoga Springs f 518-587-0180 WALLS, FOOTINGS ETC,AND IN LOCATIONS ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM �' o o o� NY 12866 www.thelagroup.com WITH 5:1 SLOPES WILL BE PERMITTED. ��A _ �� � __ AT GRASS STRIP N.T.S. AT PAVED AREA N.T.S. EXPANSION JOINT SHOWN ON PLANS. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT NOTES: 3" Unauthorized alteration or addition to this INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED 1. RUNNING SLOPE ON CURB RAMP&SIDE FLARES SHALL BE 7.5% FOR TOOLED CONTROL JOINT. PLACE 5'-0"O.C. document is a violation of Section 7209 of the IMMEDIATELY. 50'-0° DESIGN, 8% MAX. UNLESS OTHERWISE SHOWN ON PLANS. New York State Education Law. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 2. CROSS SLOPE SHALL BE 1.5% FOR DESIGN, 2% MAX. 1/4 THE DEPTH OF THE CONCRETE AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 12"THICK,50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL 3. DETECTABLE WARNING STRIP SHALL MEET ADA GUIDELINES. SLAB ©the LA Group 2017 APPROVED SEDIMENT TRAPPING DEVICE. OVER COMPACTED SUBGRADE PRODUCT SHALL BE LISTED ON NYS DOT APPROVED MATERIAL LIST. 8. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PEDESTRIAN CURB RAMP PROVIDED AFTER EACH RAIN EVENT. G Prepared for- STABILIZED CONSTRUCTION ENTRANCE V Scale: NTS Conifer LLC 1/4" &-§Sce le: NTS U ADJACENT SIDEWALK TRANSITION CURB 1000 University Avenue 10' MAX. �TO� 36" MIN. FENCE POST CONTROL JOINT FINISHED GRADE T ADJACENT LAWN Suite 500 36" MIN., 2" HARDWOOD FENCE POSTS, CONCRETE JOINTS Rochester, NY 05420 DRIVEN MIN. 16" INTO GROUND FLUSH CURB FILTER FABRIC Scale: NTS w z a > w 1/4" RADIUS 6" W 0 0 N FULL HEIGHT FINISHED GRADE, TURF/ 1l4 RADIUS C° o J � REVEAL PLANTED CONDITION ISSUED FOR: m FL W - PAVEMENT(SEE PLAN) > z SECTION a SITE PLAN/SPECIAL USE - TRANSITION CURB APPLICATION NOTE: Scale: NTS EXPANSION JOINTS EMBED FILTER CLOTH SPACED ALONG =III=III ° d CAST-IN-PLACE/SLIP FORM CONCRETE MIN.6" INTO GROUND CURB 10'O.C. MAX. = ° g CURB, SEE CONCRETE SPECS LISTED ON PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY _III CONCRETE PAVING DETAIL. TO FENCE POSTS W/STAPLES SECTION 4"CONCRETE PAVING WITH BROOM =III COMPACTED GRAVEL(TO 95%STD. PROCTOR) FINISH PERPENDICULAR TO PATH OF `o =III NYSDOT SECT. 304 SUBBASE TYPE 4 CONSTRUCTION SPECIFICATIONS: TRAVEL.SEE SPECIFICATIONS BELOW. _III III 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL =III III-III III-III-III-III-III-1TI� EITHER"T"OR"U"TYPE OR HARDWOOD. SAWCUT CONTROL JOINT; SEE DETAIL d I I-I I I: COMPACTED OR UNDISTURBED 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. I I I I I III III - III SUBGRADE (TO 90%STD. PROCTOR) FENCE SHALL BE WOVEN WIRE U MAXIMUM MESH OPENING. EXPANSION JOINT.SEE DETAIL 41 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 6"x 6" NO.6/6 WOVEN WIRE MESH 6" T' 6" 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 1/4" RADIUS a99 WITH 12" LAP SPLICE AND 2" BOTTOM 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. ---- ---------L_�----`--- -_---- -- - CLEARANCE EXCEPT A.O.B.E. 1/4" EXPANSION JOINT AT 6" 1/4"RADIUS 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SIDEWALK, SEE JOINT DETAIL 6"GRANULAR SUBBASE COURSE NYS CONCRETE SIDEWALK SILT FENCE TO 95%STANDARD PROCTOR. '- - DOT SECT 304, TYPE 4 COMPACTED I PAVEMENT(SEE PLAN) 2 Scale: NTS MAX. 2 III ,III III _ _ - SUBGRADE COMPACTED TO 90%STD. ro PROCTOR. NOTE: � ° EXPANSION J TYPE 1 : PEDESTRIAN TRAFFIC LOADING ALONG CURB0NTS 110'O.0 MAX.D CAST-IN-PLACE/SLIP FORM CONCRETE CURB, III- o g SEE CONCRETE SPECS LISTED ON CONCRETE III-III- W W W SAWCUT CONTROL JOINT; SEE DETAIL - - PAVING DETAIL. 6"CONCRETE PAVING WITH BROOM �0 III-III = = COMPACTED GRAVEL(TO 95% FINISH PERPENDICULAR TO PATH OF N=�= 11 STD. PROCTOR)NYSDOT SECT.304 TRAVEL. SEE SPECIFICATIONS BELOW. _ _ _ _ _ _- -III- SUBBASE TYPE 4 NOTES: III-I�I-I I-I- -I�I C I I C I-III __ �I EXPANSION JOINT. SEE DETAIL II II I I II II 1 II II 11 I 1 II II I I III--III COMPACTED OR UNDISTURBED 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.LOCATION SHALL BE APPROVED BY THE OWNER'S 6"x 6" NO.6/6 WOVEN WIRE MESH 6" 7" 6" SUBGRADE(TO 90%STD. PROCTOR) REPRESENTATIVE PRIOR TO INITIATING WORK. WITH 12" LAP SPLICE AND 2" BOTTOM CONCRETE CURB 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.MAXIMUM HEIGHT SHALL BE 12 FEET. _ ____ __----- ------_------_----- ____ CLEARANCE EXCEPT A.O.B.E. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 0 Scale: NTS 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. IF DEEMED NECESSARY BY QUALIFIED INSPECTOR. 6"GRANULAR SUBBASE COURSE NYS TEMPORARY C A PO R A RV STOCKPILE TO(�IIP I I C - = DOT SECT 304,TYPE 4 COMPACTED NOTES: 3 E IVY A I LC TO 95%STANDARD PROCTOR. 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, TOP COURSE-NYSDOT ITEM DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE Project Title. - 3 NTS SUBGRADE COMPACTED TO 90%STD. 402.098302-9.5F3 H.M.A., 80 TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. 8'MIN. CONCRETE CONCRETE WASHOUT SIGN _ PROCTOR. SERIES COMPACTION BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY North Spring Run WASHOUT STAPLES(2 PER BALE) WOOD OR METAL ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 131 Excelsior Avenue STRAW BALE STAKES(2 PER BALE) TACK COAT-NYSDOT ITEM TO BE INCREASED TO CARRY DESIGN LOADING. Saratoga Springs, NY 12866 10 MIL TYPE 2: VEHICLE TRAFFIC LOADING 407-0102 DILUTED 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER PLASTIC w a s BINDER COURSE-NYSDOT ITEM COURSE. LINING Ir = 402.198902- 191`9 H.M.A., 80 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING CN NOTES: � w ��� '' SERIES COMPACTION PG AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. 1. EXPANSION JOINT SPACING-20'-25'O.C. ," BINDER(LIQUID ASPHALT) ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER 0 0 2. CONTROL JOINT SPACING- 5'O.C. _. > . z_ 3. NOMINAL CROSS SLOPE-1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. GRADE SHALL BE PG-64-22 AND SHALL BE PAID BY THE CONTRACTOR. NOTES: 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO � 4. MAX.SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12. 60 o 0 1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND AS 5. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER. COMMENCING PAVING OPERATIONS. DIRECTED BY THE QUALIFIED INSPECTOR. 6. SIDEWALK WIDTH TO BE 5'MIN.OR AS ORDERED BY CITY ENGINEER. COMPACTED GRAVEL- 2. LOCATE 100' FROM STORM DRAINS, OPEN DITCHES,WETLANDS, STREAMS AND NYSDOT TYPE 2 (SECT. PAVEMENT TOP BINDER GRAVEL OTHER SURFACE WATERS. 304)COMPACTED TO 95% TYPE COURSE COURSE COURSE 3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIED GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: STANDARD PROCTOR PEDESTRIAN PATH 4"" -- 6" INSPECTOR. MIRAFI 50OX GEOTEXTILE Q Q Q Q Q 4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID&CONCRETE GENERATED BY 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. WASHOUT OPERATIONS 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. SUBGRADE-COMPACTED TO PARKING LOT 1-1/2" 3" 12" 5. INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS& IMMEDIATELY MAKE 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 90% STANDARD PROCTOR 10 MIL PLASTIC LINING NECESSARY REPAIRS. *TOP COURSE SHALL BE NYSDOT ITEM 608.020102 AND GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN COMPLETED IN (2) LIFTS. 6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL. SARATOGA SPRINGS: STRAWBALES STAKED INTO GROUND REPLACE PLASTIC LINER WITH EACH CLEANING. ASPHALT PAVEMENT 7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE, 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER.PLANS MUST BE APPROVED CONCRETE WASHOUT SLURRY&WASHOUT MATERIALS&LEGALLY DISPOSE OF OFF SITE OR RECYCLE. BY THE COUNTY COMM.OF PUBLIC WORKS. Scale: NTS 4 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.)FROM THE EDGE OF SHOULDER. PROPOSED PAVING EXISTING PAVING TO REMAIN Project No.: 2019013 Scale: NTS INLET GRATE 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. > Design: DRC KEYED PAVEMENT TO BE FLUSH WITH Drawn: BAS Ch'k'd: DBH NOTES: CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS PROPOSED TOP 12" EXISTING PAVEMENT TO REMAIN Date: 03/21/2022 Scale: NTS 1. INSTALL INLET PROTECTION IN ACCORDANCE WITH MANUFACTURER COURSE 1 1/2" MINIMUM DEEP KEY INTO INSTRUCTIONS. 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF /PROPOSED BINDER EXISTING PAVEMENT Rev: Description: Date: 2. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD.ALL TACK COAT TO BE APPLIED TO 1 TIDE COMMENTS 8/9/2022 STEEL FRAME FOR OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE.QUANTITIES MAY VARY DUE TO VARIATIONS IN COURSE EXISTING PAVEMENT BEFORE BAG REMOVAL FROM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF'APPROVED / / / / // / INLET OVERLAY TRAPPING ALL PARTICLES NOT PASSING A NO.40 SIEVE. EQUAL'MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. 3. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER SUBMITTALS FOR'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE(3) - - a EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED PREVIOUS JOBS. SEE ASPHALT -. WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW,ANON-CHLORINE ACCELERATOR IS PAVEMENT DETAIL EXISTING BASE MATERIAL REQUIRED PER A.C.UI.SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE,AN - o CAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS NOTE: 01 SHALL BE REPLACED.A SUPPLY SHALL BE MAINTAINED ON SITE FOR INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.1.305R-99. THIS DETAIL IS FOR NEW - 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO o REPLACEMENT OF BAGS.ALL NEEDED REPAIRS SHALL BE INITIATED BITUMINOUS PAVEMENT ADJACENT - THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS"A"MIX(OR APPROVED EQUAL). COMPACTED SUBGRADE m IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT NOTE:A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE TO EXISTING BITUMINOUS Drawing Title AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. WATER-CEMENT RATIO.UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH PAVEMENT TO REMAIN. o POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX.2-3 INCHES. PAVEMENT KEY 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 Scale: NTS Site Details INFILTRATION.m Planning Board XX.XX 5. ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE o' (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS,OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY Approval THE CITY ENGINEER. " Approved under authority of a resolution adopted W¢O CONCRETE PAVEMENT by the Planning Board of the City of Saratoga Springs. DrawingNo. W m N _ p _ Q N ISOMETRIC VIEW INSTALLATION DETAIL 8 002 N a Scale: NTS o,- o a.b Chairperson L-7.0 CD 'o . INLET PROTECTION - FINISHED PAVED AREAS N Z ° m 5 a nLL Scale: NTS DateSigned: NOTES: 1. ALL FASTENERS TO BE STAINLESS STEEL 3 RESERVED PARKING 3 NO PARKING SIGN. L-6.1 SIGN (ACCESSIBLE) L-6.1 LOCATE 2. SEE LAYOUT PLAN FOR LOCATION&ORIENTATION OF STRUCTURE. C1 k4owm NOTES: 3. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS The LA GROUP �- 1. CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. z 12" 2' 2. CROSSWALK PAVEMENT MARKINGS SHALL BE Landscape Architecture&Engineering P.C. Q REFLECTIVE PREFORMED PERMANENT PAVEMENT 10 40 a People.Purpose.Place. CONCRETE w MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT WITH REFLECTIVE SPHERES APPLIED TO THE WET 40 Lon Alle 518-587-8100 SIDEWALK z PAINT PER NYSDOT SPECIFICATIONS. UPPER AND LOWER CROSS Saratoga Springs 518-587-0180 3. CROSSWALK MARKINGS SHALL BE WHITE. SUPPORTS TO BE 3"X3" NY 12866 www.thelagroup.com o EXTRUDED TUBULAR STEEL C° SECTIONS Unauthorized alteration or addition to this FLUSH CURB 6"CONCRETE FASTENERS TO BE STAINLESS document is a violation of Section 7209 of the CURB New York State Education Law. STEEL BOLTS OF TYPE,SIZE,AND SPACING RECOMMENDED BY TRANSITION CURB FENCE MANUFACTURER ©the LA Group 2017 EXTRUDED STEEL VERTICAL Prepared fora O O PEDESTRIAN CROSSWALK LOUVERED FENCE COLOR: 4"WIDE PARKING 4 WHITE Conifer LLC LINES Scale: NTS 1000 University Avenue NOTES: POSTS TO BE 4"X4"EXTRUDED Suite 500 CAST ALUMINUM FINIAL AND ROOF TUBULAR ALUMINUM SECTIONS Rochester, NY 05420 NYS STANDARD 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE WITH SOLID END CAPS-IMMBED COORDINATED WITH THE CITY ELECTRICIAN AND ACCESSIBLE STERNBERG ORNAMENTAL LIGHT FIXTURE 36" INTO FOOTING ICON DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 PAYING CONNECTION CHARGES FROM NATIONAL GRID. VOLT DIMMABLE DRIVER ISSUED FOR: THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS LIGHT ONCE CONNECTED. SITE PLAN/SPECIAL USE 8'-0"TYP. 8'-;� 0"TYP. L NO-PARKING AISLE PAINTED 5T TWIST LOCK FITTER WITH 4" DIAGONAL LINES 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND FINISHED GRADE APPLICATION NOTES: BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50(2%) NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL 2. CENTER SIGNS ON PARKING SPACES UNLESS OTHERWISE SHOWN OR NOTED. WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: (STREET SIDE) 3. PROVIDE'VAN ACCESSIBLE'SIGN FOR ALL VAN ACCESSIBLE SPACES. THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH Mir 4"-3" DIA.TAPERED POLE, .125 WALL . : •a °. ACCESSIBLE PARKING LAYOUT SYN121212HH02, TO BE OWNED BY THE CITY FOR THE °P THICKNESS, 6063-T6 STRUCTURAL GRADE .I ° ALUMINUM, POLE WELDED FOR SINGLE UNIT I .. �, 4000PSI CONCRETE FOOTINGS. 1 Scale: NTS DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE o °., al SLOPE TOPS TO DRAIN. OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND CONSTRUCTION, BLACK FINISH SEE NOTES INSTALL(1)5/8 INCH COPPER GROUND ROD IN LETTER APPROX.SIZE M.U.T.C.D. TEXT I I SEE NOTES FOR SIZE I TYPE OF SIGN NO. HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO SPECIFICATIONS POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT PASRKN� ACCESS DOOR A SEE 12"x18" P-1-1 FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V °. • M.U.T.C.D. 1.5 S.F. WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- B ® SEE CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4/BK 1'-6" M.U.T.C.D. 12"x6" R7-8A FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND va /-17" DIA. BASE WITH 0.750" FLOOR THICKNESS, ENCLOSURE FENCE AND GATE PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH FOUR ANCHOR BOLTS AND ONE GROUND STUD. D L z SEE 30"x30" RI-1C LAMP. RUN#12 THHN COPPER, (RED, WHITE AND Scale: NTS M.U.T.C.D. 6.25 S.F. 3 z C STOP GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS a CHAMFER LU w CO STANDARD GALVANIZED CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN INSTALL BEGINNING OF W POST&BREAKAWAY HARDWARE BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED FINISHED GRADE EACH ROLL IN 6"X9" 12 APPROVED BY CITY TRAFFIC a DIRECTLY INTO CONCRETE BASE USING FENDER z ANCHOR TRENCH DEPARTMENT SEE WNW" WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH ZINC PLATED ANCHOR BOLT n �j M.U.T.C.D. W11-2 N ASSEMBLY PER MANUFACTURER'S STAPLE, BACKFILL, & 3�4" -t In 9"p /n\ 6.25 S.F. THICKNESS, AND LOCK WASHERS. COMPACT SOIL, TYP. U U RECOMMENDATION 2" PVC SCHEDULE 40 -,.li u`u = 6„ EROSION CONTROL o NO DIRECT BURIAL 17" DIA. BASE, 12"DIA BOLT TOP OF SLOPE MATTING veHic�e CIRCLE, DIAMOND PATTERN BASE POST DRIVEN INTO CHARGING SEE 12"x18" R7-111 GROUND ROD PER N.E.C. STARTING AT TOP GROUND (CONCRETE E PONLYG M.U.T.C.D. 1.5 S.F. FOUR 2"x 18"ANCHOR BOLTS 4000 PSI CONCRETE BASE WITH OF SLOPE, INSTALL SHALL NOT BE USED) a REINFORCING, 20' DIA. BLANKET IN SAME DIRECTION OF III=11111111 TYP. III=III=III ` UNDISTURBED SUBGRADE OR WATER FLOW, - I-III=III=11 =1 11=1 I I-III-I I I NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. COMPACTED TO 90% STANDARD =III-III=III=III=11 ELEVATION -III-III-I I1=1 I1=1 I I NOTES: SCHEDULE PROCTOR III-III-I 1=1 1=1 1=1 III-III-III-III-III-I I I 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS 20 1=III=III=III-III-III=11 �� III-III-III-III-I I 1=1 I I MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE IIIIIIIIIIIIIIIIIIIIII�III= Project Title.- SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. DECORATIVE STREET LIGHT I-III-III= PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL 5 Scale: NTS North Spring Run CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 131 Excelsior Avenue 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. REFER TO NY 12866 BOTTOM OF SLOPE 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED Saratoga Springs, ELECTRICAL PLANS MANUFACTURER'S INSTALLATION NOTES: EQUAL AND SHALL MEET THE LATEST NYSDOT RETROREFLECTIVITY REQUIREMENTS. CONCRETE BASE TO BE AND SPECIFICATIONS FLUSH IN ALL SIDEWALK FOR LIGHT FIXTURE 1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF SEED. D__Sc TRAFFIC SIG NAG E AREAS PROVIDE ANCHOR AS PER 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6"WIDE TRENCH.ANCHOR ale: NTS EXPANSION JOINT. MANUFACTURER'S THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 APART IN THE BOTTOM OF THE RECOMMENDATIONS 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. 1.6"-2.4" DOME 0.3"MIN. FINISHED GRADE-SEE 1"CHAMFER IN ALL LAWN SECURE THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED PLAN FOR MATERIALS OR PLANT BED AREAS APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE MATTING. FINISHED GRADE-SEE -t 3. ROLL THE MATTING DOWN THE SLOPE.THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST 50%-60%OF BASE DIAMETER = O O O O O O O O O O O O O O O O O PLAN FOR MATERIALS THE SOIL SURFACE.ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING 0000000000000000 ° STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN 0000000000000000 ° GUIDE. 00000000000000000 _ d. 4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH APPROXIMATELY 3"-4"OVERLAP 00000000000000000 N - ELEVATED ° d DEPENDING ON THE MATTING TYPE. 0 00000000000000000 C9 ° . a FLUSH CONDITION 00000000000000000 CONDITION 5. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE)WITH AN 0.9"-1.4" 00000000000000000 APPROXIMATE 2"-3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS 00000000000000000 % a ° ENTIRE MATTING WIDTH. DOME SECTION = _ - ROLLED EROSION CONTROL MATTING EDGE OF WARNING FIELD z o CONDUIT, BY OTHERS DOME SPACING a .1 ° . 8 Scale: NTS Project No.: 2019013 N d Design: DRC MANUFACTURER'S Drawn: BAS Ch'k'd: DBH GENERAL NOTES: _ ° = ANCHOR BOLTS AS PER 9 1. NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ° ° FE ITEM 608.02. FE RECOMMENDATION Date: 03/21/2022 Scale: NTS 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 ° a 4000 PSI CONCRETE p ( Rev: Description: Date: DOMES AND THE ENTIRE 24"LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. - BASE WITH 15" DIA 4. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF ° ° ° _ SONOTUBE FIBER FORM. 1 TIDE COMMENTS s/9/2o22 THE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES. - - REMOVE FORM TO 6" 5. LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD 6"COMPACTED - BELOW GRADE AFTER NEAREST TO THE ROADWAY OR STREET SURFACE IS 5%9" (12"WHERE TRAVERSABLE CURB IS USED)FROM THE EDGE OF THE GRAVEL BASE = POUR. PROVIDE (6)#5 ROADWAY/STREET,OR FROM THE FRONT OF THE DROPPED CURB,WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF „re� °o = VERTICAL BARS EVENLY. THE SIDEWALK CURB RAMP. COMPACTED SUBGRADE SPACED AND#4 0 6. DOME ALIGNMENT: THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN GROUND ROD PER NEC HORIZONTAL BARS 12" o THE RAMP LANDING OR CURB RAMP AND THE STREET. REQUIREMENTS O.C. PROVIDE 3" COVER 7. COLOR REQUIREMENTS.THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP,OR OTHER ALL SIDES. Q ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT-ON DARK, OR DARK-ON-LIGHT AS DEFINED IN THE U s AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES(A.D.A.A.G.SECT. 1100). SUBMIT COLOR FOR APPROVAL. 15"DIA. Drawing Title 8. OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24 INCHES OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS. DETECTABLE WARNING SITE LIGHT POLE FOOTING 3 6 Site Details Scale: NTS Scale: NTS m, Planning Board # xx.xx Approval W Q o Approved under authority of a resolution adopted Drawing No. W N by the Planning Board of the City of Saratoga Springs. _ ..M U) Q N N CD 0 �N d CD Chairperson I L_7• T N m N E '0 N � N Z 0 N c Date Signed: 8"x8" P.T.WOOD POST; 8'-0"O.C.TYP. / C1 GALV.TURNBUCKLE >1 PER CABLE �-POLE ALUMINUM PEDESTRIANWITH ITEM -- MITER CUT TOP �` SEE NOTE 6.B06$12' 4"x12"WOOD RAIL p� PEDESTRIAN CROSSING SIGNS (2) INSTALLED \ PAID UNDER RRFB == CONTRACTOR RESPONSIBLE FOR KEEPING BACK TO BACK To [iF VISIBLE I OOM BOTH • The LA GROUP TREE PLUMB. IF STAKING, INSTALL 2"X2" DIRECTIONS MUTCH No. W11-2 3/4 GALVANIZED SQ. OR 3" DIA. HARD OR SOFT WOOD BOLTS WITH WASHER Landscape Architecture&Engineering P.C. RECTANGULAR RAPID FLASHING BEACON (RRFB) AT END NUTS TYP. People.Purpose.Place. STAKES, IN ACCORDANCE WITH THE ASSrMBLY WITH TWO LED ARRAYS BOTH FRONT AND AV SPECIFICATIONS. (3)STAKES REQUIRED BACK AND CONFIRMATION LIGHTS ON EACH SIDE FOR TREES GREATER THAN 2"CAL. ARROW PANELS M INSTALLED BACK 2<, COMPACTED NYSDOT 40 Long Alley p: 518-587-8100 TO BACK TO BE VISIBLE FROM BOTH 304-2.02 TYPE 4Springs Sarato a 518-587-0180 2" NY 12866 www.thelagroup.com DIRECTIONS MUTCD N0. WIG-7P _ g .f UNDISTURBED SUBGRADE PUSHBUTTON SIGN CURB FACE Unauthorized alteration or addition to this MUTCD NO. RID-25 NEATLY WRAP ALL DECIDUOUS TRUNKS document is a violation of Section 7209 of the New York State Education Law. PUSHN COMPLIANT PEDESTRIANAN PLAN SECTION �- TO A HEIGHT OF THE SECOND LOWEST a Y/ BRANCH (FALL PLANTING ONLY) WITH UNDER'RRFB CL ©the LA Group 2017 PLACE 1:2 MORTAR CAP GROUND TERMINAL ROOT FLARE SHALL BEAR SAME AFTER POLE Is PLUMB RELATIONSHIP TO FINISH GRADE AS IT 8"x 8"WOOD POST, Prepared for.- TYP.BORE TO EXISTING GRADE IN THE a�� _�v NURSERY Conifer LLC 4"x12"WOOD RAIL; 16' 3" DEPTH SHREDDED BARK MULCH; PULL m MAX. LENGTH 1000 University Avenue AWAY FROM TRUNK. Suite 500 CUT ROPE SURROUNDING BOTTOM OF o cROUNDwIRE Rochester, NY 05420 TREE TRUNK AFTER BACKFILLING BUT \ REPAIR OR REPLACE ANCHOR BOLT LENGTH, SURFACE IN KIND OR AS SPECIFIED ON THE PLANS ELEVATION BEFORE MULCHING. DO NOT REMOVE DIAMETER AND BOLT CIRCLE BURLAP. AS PER MANUFACTURER CONDUIT AS SPECIFIED 3" HT. PLANTING SOIL SAUCER, POLE FOUNDATION IN ACCORDANCE ON THE PLANS E 0. LEQ. COMPACTED WITH ITEM 680.5001 NOTE: ISSUED FOR: PAID UNDER ARFB SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION PLANTING SOIL AS SPECIFIED 1 SITE PLAN/SPECIAL USE 45' RECTANGULAR RAPID FLASHING BEACON ASSEMBLY WOODEN GUIDERAIL APPLICATION 6" NATIVE SOIL DRAINAGE MOUND, ITEM 680.82210210 - COMPACTED TO 92%. (POORLY DRAINED NOT TO SCALE Scale: NTS SOILS ONLY) �� -- - NOTES: UNDISTURBED SUBGRADE ' 2'-0" 3. RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM SHALL BE FURNISHED AND INSTALLED D E C I D U 0 U N T R E E PLANTING UNDER ITEM UNIFORM 680.82210210 AND MUST BE VI CONFORMANCE WITH DS LATEST VERSION OF THE MANUAL OF UWIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND GUIDELINES.RRFB 1 SYSTEM SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS SPECIFIED IN FHWA MEMORANDUM BIKE BIKE RACK BY DERO,POWDER COAT Scale: NTS IA-11. GREEN OR APPROVED EQUAL 4. RRFB SHALL BE NORMALLY DARK. RRFB SYSTEM SHALL INITIATE OPERATIONS ONLY UPON PEDESTRIAN ACTUATION. FLASH CYCLE SHALL BEGIN IMMEDIATELY UPON ACTUATION AND WILL REMAIN ACTIVE FOR 20 SECONDS. Q SPACE SHRUBS AS INDICATED 5. UPON ACTIVATION BY ADA COMPLIANT PUSHBUTTON, SYSTEM SHALL ACTIVATE ALL INDICATORS ON o ON PLANS BOTH SIDES OF THE ROADWAY FOR THE RRFB SYSTEM. 6. THE POLES PROVIDED FOR THE RRFB SHALL BE COLORED DARK BROWN (BENJAMIN MOORE BRONZETONE) AT THE FACTORY, CCNTRACTOR TO SUBMIT COLOR SAMPLE TO THE CITY FOR r ROOT FLARE SHALL BEAR SAME APPROVAL PRIOR TO ORDERING. r o RELATIONSHIP TO FINISH GRADE AS IT BORE TO Source: PREVIOUS EXISTING GRADE City of Saratoga Springs-Ballston Ave Traffic Improvements,September C..� 2014 O 0 3" DEPTH SHREDDED BARK 10 MULCH; PULL AWAY FROM a° ROOT FLARE. CUT AND REMOVE BURLAP z FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS SOLAR PANEL z BED OF SPECIFIED PLANTING - `� � SOIL RECTANGULAR RAP€O FLAMING -III - __- UNDISTURBED SUBGRADE BEACONS(RRFBS) RECTANGULAR RAPID PLASHING BEACONS(RRFBs)STANDARD DETAIL 3 "0 3"DEEP HOLE WITH 12" ® ® WAI�ANriNG CONDITIONS: CONCRETE WALK THREADED ANCHOR BOLT MIN. W11-2(30'x3D) 1. SINGE LANE ROADWAYS 1 LANE PER DIREC110N1-OR- 2 LANE ROADWAYS NOTES: (MIRROR GRAPHICC (2 LANES PER DIRECTION)WITH PEDESTRIAN REFUGE 1. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS FOR LEFT SIGN) 2 ONE OF THE FOLLOWING WARRANTS IS MET. SPECIFICATIONS 3.a PEDESTRIAN CROSSINGS GREATER THAN 15 DURING PEAK HOUR SHRUBPLANTING 3.b TRAIL CROSSING IS PRESENT 3. CORRIDORS THAT ARE CONSIDERED TO HAVE LOW VISIBILITY FOR MOTORISTS OR Project Title: W16-7P ((24 x12 _�� PEDESTRIANS Scale: NTS (MIRROR ARROW FOR LEFT SIGN) *IF THERE IS A HIGH PEDESTRIAN CRASH FREQUENCY(GREATER THAN 3 PER YEAR) BIKE RACK AT LEAST ONE TREATMENT((EITHER HIGH VISIBILITY CROSSWALK,RRFB,PEDESTRIAN (� PRECAST CONCRETE BLOCK RETAINING WALL, R10-25(9"x12" I� REFUGES,OR CURB EXTENSIONS)SHOULD BE INSTALLED Scale: NTS North Spring R u n RED)-ROCK OR APPROVED EQUAL. (SEE NOTE 4 AND SIGN DETAIL 131 Excelsior Avenue PEDESTRIAN PUSH BUTTON STONE ANCHOR, STAINLESS STEEL Saratoga Springs NY 12866 12"WIDE STRIP OF GEOGRID WRAPPED THROUGH (SEE NnrF a) g , BLOCK AND EXTENDING FULL LENGTH (L)BACK LSIDEWALOK WEL PIN,4" LONG, 18"O.C. 28"TOP BLOCK INTO REINFORCE FILL ZONE, TYP. TYPE A SIGN POST(SQUARE PLANT BED 1'-10" (SEE NOTE 5; SETBACK= 1.625" (5° BATTER ANGLE ON WALL) GENERAL NOTES: GROUND LEVEL 1, THE MINIMUM HORIZONTAL CLEARANCE FROM THE EDGE OF ASPHALT PAVEMENT TO ANY 2 2"THICK STONE COPING W/%" PROJECTION ON THE SIGN ASSEMBLY POLE SHALL BE 2'-0'. CHAMFER - BOND BREAKER& - - - 2. ONE PUSH BUTTTTON ISNPRESSSEEDD, THE RRFBS ASSEMBLY�ON BOTH SIDESALL BE AMMED SUCH THAT OF BOTH PEDESTRIAN EN SEALANT(CONTINUOUS) SLOPE$" BUTTTONGWASNPRESSSEEDB ASSEMBLES ASSOCIATED THE CROSSWALK WHERE THE PUSH PER FT. CONTINUOUS DRIP SLOT(BOTH SIDES) _ PEDESTRIAN WARNING SIGN ASSEMBLY - DRIVER VIEW 3. WHEN AN RRFB IS USED IN CONJUNCTION N1rii A RAISED PEDESTRIAN NAND,A -_= (NOT TO SCALE) REMOTE PUSH BUTTON SHALL BE LOCATED ON THE ISLAND TO REACTIVATE THE SIGNAL Z Z- )AN THE LLOTTED EVENT THE PEDESTRIAN IS UNABLE TO COMPLETE THE CROSSING IN THE MOVE BLOCK = - ----- 4. SOLAR POWER CAN BE REPLACED WITH ALTERNATING CURRENT POWER SOURCE FORWARD DURING - - BRICK W/3/8"JOINTS, TYP. SS DOVETAIL INSTALLATION TO = - _ _ _ _ _ 5. REFER TO MUTCD do NYS MUTCD SUPPLEMINT FDR RRFB DIMENSIONS °Q - ENGAGE SHEAR _ _ - _ - - PUSH`( s. PEDESTRIAN DETECTION SHALL COMPLY WITH MUTCD SECTION CD& � ANCHOR BRICK TIES 24"O.C. N r USH 7. THE RRFB SHOULD BE PLACED ON THE RIGHT SIDE OF THE PEDESTRIAN FACING THE } KNOBS (TYPICAL) _= /� /� ® _1 AIR GAP - BUTTON TO STREET TO PREVENT THE RRFB ASSEBLY FROM BLOCKING THE PEDESTRIAN'S wEw aF ON-COMING TRAFFIC. 8" FREE - - DRAINING BACKFILL TO = TURN ON -III- ND AT LEAST 12" BEHIND WALL ® a a - WARNING a a a =, I-III LIGHTS a -II NON-WOVEN RI GEOTEXTILE FABRIC - - - Project No.: 2019013 - _ _- _- - MUTCD R10-25 SIGN DETAIL (9�X12°� � "' Design: DRC _ _ _ _ (NOT TO SCALE) 28'' MIDDLE Drawn: BAS Ch'k'd: DBH GROUND - - _ _ - M LEVEL - BLOCK - -- CONCRETE WALK WITH Date: 03/21/2022 Scale: NTS _. EXPANSION JOINT BOT o 111111111111 IIII'I PEDESTRIAN WARNING SIGN _ - #4 S HORIZ., TYP-----' Rev: Description: Date: 3" 51„ 51„ 3" #4'S W/10" HOOK @ 1 TIDE COMMENTS 8/9/2022 4 - - BLOCK TIIIIIIIII 2 2 16 O.C.VERT�11e11 I _ _ Scale: NTS - 2 CITY COMMENTS 8/31/2022 � �Illll��illlllllllllll - _ - " '_ -- 2"X 4" KEYWAY ----- PERFORATED SOCK #4'S @ 12"O.C. HORIZ.,TYPE__ a CRUSHED STONE DRAIN (AS SPECIFIED BY _ - o LEVELING PAD ENGINEER) -- - co REINFORCED CONDITION U #4 @ 24"O.C. N NOTE: Drawing Title N N PRECAST MODULAR BLOCK RETAINING WALL IS A DELEGATED DESIGN ITEM Site Details REQUIRING SHOP DRAWINGS STAMPED BY A NYS LICENSED PROFESSIONAL ENGINEER NOTES: DETAIL PROVIDED FOR BIDDING PURPOSES ONLY. 1. DIMENSIONS ARE TO BE VERIFIED IN THE FIELD PRIOR TO MANUFACTURING OF THE CAPS. Planning Board # xx.xx 2. PROVIDE ASPHALT DAMP PROOFING ON ALL CONCRETE SURFACES BELOW GRADE. 3. BRICK SHALL MATCH BUILDING BRICK. Approval 4. WRAP BRICK VENEER AROUND ENDS OF WALL. N PRECAST BLOCK RETAINING WALL 5. WALL TIES SHALL BE HOT DIP GALVANIZED, 16" DIAMETER. 3 Scale: NTS Approved under authority of a resolution adopted 6. INSTALL WEEP VENTS ON FIRST COURSE ABOVE SOLID MORTAR CAVITY.SPACE VENTS 24"O.C. w Q o Drawing No. W N by the Planning Board of the City of Saratoga Springs. 7. SUBMIT SAMPLES OF BRICK, MORTAR AND WEEP VENTS FOR APPROVAL. U) 8. STONE COPING SHALL BE LIMESTONE.24"MINIMUM CAP LENGTH Q N N 00 2 D N d U 0 Chairperson 6 SEAT WALL �oE 7 o Scale: NTS LL Date Signed: I PIPE LENGTH(18'-0" MIN.) PROPOSED FINISHED GRADE kctimml OR EXISTING GROUND LINE%% The LA GROUP (2)3/4"0 THREADED TIE RODS, TELESCOPIC PATTERN Landscape Architecture&Engineering P.C. WASHERS&NUTS AS SPECIFIED; VALVE BOX PER CITY Pea le.Pur pose.PCace. APPLY(2)COATS OF COAL TAR OF SARATOGA SPRINGS p 1' EPDXY PAINT FOLLOWING EXCAVATION STANDARDS 40 Long Alley p:518-587-8100 ASSEMBLY(20 MILS MIN.DFT BACKFILL AND PROPOSED 12"x6" FINISHED GRADE TOTAL),TYP. COMPACTION PER w TAPPING SLEEVE AS \� Saratoga Springs f 518-587-0180 CITY OF SARATOGA o> INDICATED ON THE NY 12866 www.thelagroup.com MECHANICAL JOINT RETAINER SPRINGS v PLANS GLAND FOR DIP PIPE,AS REQ'D. STANDARDS z Unauthorized alteration or addition to this 2 EXISTING 12"DUCTILE "� IRON PIPE WATER MAIN document is a violation of Section 7209 of the Z New York State Education Law. 6"0 DIP, CL 52,WATER MAIN PER 3,000 PSI MIN. g CITY OF SARATOGA SPRINGS CAST-IN-PLACE CONCRETE o ©the LA Group 2017 STANDARDS.AS INDICATED ON THRUST BLOCK LO THE PLANS. 4 FULL LENGTH OF PIPE UNEXCAVATED/ CENTERED ON SEWER LINE Prepared fora UNDISTURBED EARTH Conifer LLC - = 1000 University Avenue Suite 500 z CRUSHED STONE PIPE BEDDING, 12"X 12"SOLID PRECAST AS SPECIFIED CONCRETE BLOCKS(6"MIN. WATER LINE Rochester, NY 05420 THICK) MECHANICAL JOINT SANITARY SEWER TAPPING VALVE&M.J. (GRAVITY OR FORCEMAIN) RETAINER GLANDS PER CITY OF OR STORM SEWER SARATOGA SRPINGS STANDARDS WATER SERVICE CONNECTION *SEE NOTE *SEE NOTE ISSUED FOR: 1 Scale: NTS SITE PLAN/SPECIAL USE APPLICATION NOTES: 6"SADDLE WITH STAINLESS (REFERENCE-RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") STEEL STRAP PER 45' OR 30' BEND AS REQ'D MANUFACTURERS 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT RECOMMENDATION, ROMAC BE MAIN-TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM INDUSTRIES, INC. 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 18"SEWER MAIN BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER SEWER LATERAL SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO O BACKFILLING. _J SLOPE: 2% MIN. (1/4" PER FOOT) 2. PARALLEL INSTALLATION 450 OR 300 BEND 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. PIPE BEDDING \ \ 7\ - UNDISTURBED SUB-GRADE 3. CROSSINGS jj�/j\/ 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. /j�/j�/j�/�/\ 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. 5o SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 2 CONNECTION TO EXISTING SEWER MAIN 5 UTILITY CROSSING DETAIL Scale: NTS Scale: NTS #30 ROOFING FELT WATER MAIN 8 THRUST BLOCK (OR SEWER SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS MIN EXIST. PVMT. FORCE MAIN) SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY j \� GRADE JT. /\�/ PRIOR TO PLACEMENT OF NEW PVMT. ,may,\\j \\j\\�, ITEM DEPTH MATERIAL METHOD OF \/ 4 \i� CONCRETE THRUST LAWN RESTORATION PVMT. RESTORATION PLACEMENT \\\ _ \��\ \`%/\`%/\y/`j\`j BLOCK SCHEDULE TOPSOIL&SEED / / ��\i�\/\ \\j\\/'\ / NEW. PVMT., SEE DETAIL MECHANICAL // / //• / 4,000 P.S.I AS SPECIFIE PIPE ZONE BEDDING 6" MIN. CRUSHED STONE \�\\\ \\\ \ # 1 &2 COMPACTION 1 %\ /�%_ /// Project Title.- PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL ,\\ \ \ /\\��\�/. \\ \/�w , j\\ 1 COVER COMPACTION \/\/, \\ O - //\� o i��//�\/�\/\\/\\ \ \ o North Spring Run 1� FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL / w w 1 SUBBASE MAT'L.; COMPACTION �% \�` _WIDZN 131 Excelsior Avenue 3: � TO NEW PVMT. DETAIL I SECTION A-A W/ ��� UNDISTURBED SOIL Saratoga Springs, NY 12866 w moo' >> > BURIED METALLIC � NOTES: PLAN TYP. 00 UJ - - IDENTIFICATION 1. FINAL TRENCH BACKFILL W z z WARNING TAPE W 2 H- 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL - - FINAL TRENCH BACKFILL o 1? _ BE EXCAVATED MATERIAL WHEN DETERMINED Cn w X � -v CN z _ - (SEE NOTE) SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE j /\ \\ % �/ PLACE 5 MIN. CUSHION IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR / / //�i /\\ \ \ \� > - q MATERIAL ON TOP OF DENSITY SHALL BE 85 PERCENT. "' o INSULATION 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY PIPE ZONE BACKFILL `. Q�Q SHALL BE 95 PERCENT.% O9. 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 =i SHALL BE MECHANICALLY COMPACTED TO THE NOTE: RETAINING GLANDS ACCEPTABLE PIPE O.D.+24" SATISFACTION OF THE ENGINEER. PIPE ZONE BEDDING FOR USE AS APPROVED BY CITY MIN. MAT'L 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL ENGINEER. TIMES. NOTES: 3 PIPE TRENCH SECTION 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: PIPE TRENCH SECTION 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 Project No.: 2019013 THREADED CLEANOUT PLUG WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT Design: DRC FINISHED GRADE FOR UNPAVED 10, LETTERING ON COVER:SAN.SEWER REQUIRED. Drawn: BCS Ch'k'd: DBH AREAS WITHOUT FRAME&COVER V VOLUME IN CUBIC YARDS FINISHED GRADE FOR PAVED AREAS WITH L= LENGTH OF BLOCK IN FEET Date: 03/21/2022 Scale: NTS FRAME&COVER 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET W-WIDTH OF BLOCK IN FEET Rev: Description: Date: 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH F_ REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.D. = INSIDE DIAMETER OF PIPE IN FEET 1 TDE COMMENTS 8/9/2022 _ 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 ps.i. = SYRACUSE CASTINGS N0.4155 (MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7. CAST IRON FRAME&COVER, OR PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. a EQUAL o 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 M _ ' '_ -' UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST Drawing Title -' OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS CRUSHED STONE = 1/8 LONG SWEEP BEND REQUIRED BY THE ENGINEER. (NYSDOT#1) _ x Site Utility Details 4"SDR 26 PVC REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS Planning Board # xx.xx TEE 90° (1/4)BEND 45° (1/8) BEND 2-1/2° (1/16) BEND 1-1/4° (1/32) BEND 6"BUILDING LATERAL Approval PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS " INCHES SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L SQ. FT. D x L Approved under authority of a resolution adopted wQo / m N FLAW by the Planning Board of the City of Saratoga Springs.by No. _ ..� o ; ����, 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2•4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 Q N N 002 D N d o .. �, Chairperson I _7• � � SANITARY SEWER CLEANOUT THRUST BLOCK DETAIL z 6 LL 4 Date Signed: Scale: NTS Scale: NTS 36" DIA.CAST IRON ACCESS COVER. IN PAVEMENT LOCATIONS PROVIDE VALVE COVER LABELED "STORM" 4"SCH 40 PVC SCREW-IN CAP --� The LA GROUP Landscape Architecture&Engineering P.C. INSIDE FACE OF MANHOLE FLEXIBLE NEOPRENE BOOT SEAL I I People.Purpose.Place. MORTAR AFTER INSTALLATION ASSEMBLY IN CORED HOLE 4"SCH 40 PVC I I I I 40 Long Alley p: 518-587-8100 OF HOLDING BOOT HDPE INLET HDPE OUTLET I I I I Saratoga Springs f 518-587-0180 4"SCH 40 PVC INV(12")=262.10' INV(12")=262.01' I I I I NY 12866 www.thelagroup.com STAINLESS STEEL COUPLING BAND CLAMP 4"TOPSOIL 4"SCH 40 PVC SCREW-IN ALUMINUM ALLOY KORBAN 4"SCH 40 PVC I Unauthorized alteration or addition to this CAP bo I document is a violation of Section 7209 of the 2" PROJECTION INTO ii, ii ii -iii ii_ii 2' LONG#4 REBAR, UPPER RISE I I I New York State Education Law. M.H.AT PIPE SPRINGLINE � - � - �� iiiii, AS REQUIRED I I FOR LOCATING CORE 4.5"0 HOLE IN I ©the LA Group INSPECTION PORT I p 2017 CHAMBER(4.5" 4" PVC PIPE HOLE SAW REQ'D DLE RISER HYDRODYNAMIC z_ WITH DINTERNALS Prepared for. FORM NEW CEMENT INVERT SEPARATOR COMPONENTS FROM NEW PIPE TO EXISTING OLDCASTLE MODEL M INSTALLED Conifer L LC M.H. INVERT. INVERT CHAMBER ANY VALLEY DVS-48C TOP OF BASE SLAB - z LOCATION INLET -- I OUTLET 1000 University Avenue Cl) CONNECTION DETAIL I Suite 500 3'-0°MAX. —� „ I Rochester, NY 05420 PRECAST CONCRETE INTERNAL , I INTERNAL BASE SECTION ry COMPONENTS ` HDPE INLET HDPE OUTLET I COMPONENTS P 7PIPE -1---�----- PIPE . NOTE: 1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. \ ISSUED FOR: a_ U) BASE SITE PLAN/SPECIAL USE 1 CONNECTION TO EXISTING MANHOLE DETAIL A INSPECTION PORT DETAIL 8"#1 CRUSHED APPLICATION Scale: NTS Scale: NTS STONE _ z cfl � 4"MIN.WALL A 36" TOPSOIL FRAME AND GRATE THICKNESS 44" ALLOW 2" FOR FINAL STORM SEWER PIPE FINISH GRADE ADJUSTMENT OF FRAME TO BE MORTARED IN BICYCLE-SAFE FRAME TO BE PLACE NOTES: HEAVY DUTY FRAME MORTARED TO TOP OF L 1 1. BOLTED&GASKETED MANHOLE ACCESS COVER AND GRATE o 3 CATCH BASIN WITH SELECT GRANULAR BACKFILL ELEVATION MAY BE ADJUSTED TO GRADE. 0 0 0 0 00o NON-SHRINK GROUT 2'-6" 0 0 0 0<> c ALLOW 2" FOR FINAL 6" 6" MIN. I.D.** ELI IN. —0 0 0 o ADJUSTMENT OF FRAME 2'-6" z :E HYDRODYNAMIC SEPARATOR ono MIN. I.D.** 2i =) a8 = u Scale: NTS A z KNOCKOUT *30" MIN.SUMP PANEL EACH EXISTING FRAME AND GRATE. REMOVE AND REINSTALL FLUSH WITH GRADE. SIDE `Q Do — _ - CRUSHED STONE ASPHALT PAVEMENT, FLUSH GRADE A-A' B-B' '� =1 1=1 1=1 II II II Imo; COMPACTED SUBBASE 12"CRUSHED STONE ON CEMENT MORTAR ALL B YARD DRAIN AROUND FRAME o UNDISTURBED SUBGRADE REMOVE AND DISPOSE OF EXISTING SECTIONS Scale: NTS GRADE RINGS. INSTALL NEW PRECAST CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. CONCRETE GRADE RINGS SET IN NON-SHRINK MORTAR BED. REINFORCMENT-6x6- 10/10 WWM ALL EXISTING CATCH BASIN FOUR SIDES AND BOTTOM (CONFORM TO g iy ASTM STD.A-615) 12-1/8" BOLT, BAR&STRAP GENERAL NOTES: NOTES: CONNECTOR 10-1/4" 1. REFER TO CONTECH BAND SELECTION GUIDE FOR 1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. 14 GAGE STEEL BAND WIDTH, GAGE,AND FASTENER TYPES. 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 CATCH BASIN KNOCKOUT DETAIL WIDE FLAT GASKET SINGLE AND DOUBLE BB&S,ARE FURNISHED WITH A 14 2 7/8"0 BAR GAGE ALUMINUM BACK-UP PLATE WELDED TO THE L11-i Le Scale: NTS BAND AND THE STRAP. MANHOLE FRAME ADJUSTMENT DETAIL Project Title: PRO-SILK SEALANT STRIP FLAT GASKET 9 CATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE-SAFE. FOR GASKET JOINT ONLY 3. REROLLED ANNULAR END CORRUGATIONS ARE Scale: NTS North Spring Run CURB GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIM GASKETED NORMALLY 2-2/3"X 1/2". ELEV.AS INDICATED ON PLANS.CEMENT MORTAR ALL SECTION 131 Excelsior Avenue AROUND FRAME. 14 GAGE STEEL PLATE 4. DIMENSIONS ARE SUBJECT TO MANUFACTURING Saratoga Springs, NY 12866 f—PITCH (OPTIONAL) TOLERANCES. _ _ = PRECAST CONCRETE GRADE AS REQUIRED; 5. ORDER SHALL DESIGNATE GASKET OPTION. YARD DRAIN 3"4' ROUNDED STONE; 00 CEMENT RINGS, MORTAR SHALL BE PLACED MINIMUM 18"WIDE AND 6" DEEP BETWEEN SECTIONS AND ON ENTIRE CORRUGATIONS PIPE PRODUCTS PLANTINGS AS ON TOP OF FILTER FABRIC a 2-2/3"X1/2" GALVANIZED SHOWN ON L 5.0 EXTERIOR m �a o = = a TOP OF PLANTER:271.50 ALUMINIZED ZED a 0 a 3"X 1" BITUMINOUS COATED PONDING DEPTH a CONNECTION DETAIL DOUBLE 5"X 1" SMOOTH-FLO BOTTOM OF PLANTER:270.50' C° BOLT, BAR&STRAP 3/4"X3/4"X7-1/2" ALUMINUM A. 3 FLANGE FRAME&GRATE ALONG CURB CONCRETE-LINER - - CEMENT MORTAR ALL FRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL. STEEL ULTRA-FLO 2" MULCH PER SPECIFICATIONS _ ` AROUND FRAME GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. STORMWATER PLANTER SOIL MIX �C2 F.G. PAVEMENT - ` PITCH —PITCH H-12 HUGGER BAND DETAIL CRUSHED STONE WITH FILTER 15 PRECAST CONCRETE GRADE AS REQUIRED; Scale: NTS FABRIC, MIN 12" OVERLAP - - - ro CEMENT RINGS, MORTAR SHALL BE PLACED — — — 00.1 — 4" PERFORATED PIPE BETWEEN SECTIONS AND ON ENTIRE o m EXTERIOR 45 MIL EPDM 30" _ WATERPROOF LINER Project No.: 2019013 - REINFORCED PRECAST CONCRETE BARREL STORMWATER PLANTER Design: DRC 4'-0"DIAM. 811 1 SECTIONS AS REQUIRED, MANUFACTURED INBCS ACCORDANCE WITH ASTM C478-85a Drawn: 03/ Scale:: DBH = a 1 O Scale: NTS Date: 03/21/2022 Scale: NTS °: SHIPLAP JOINT MADE WATERTIGHT WITH Rev: Description: Date: INSPECTION STRUCTURAL FILL Id BUTYL ROPE BETWEEN STRUCTURE 12"STUB TO OCS 1' SECTIONS APPLY BITUMASTIC JOINT INV.OUT: 265.25' PORT 85� 48" 2' 20 MIL PE 1 TDE COMMENTS 8/9/2022 w a IMPERMEABLE LINE COMPOUND ALL AROUND AFTER ASSEMBLY OVER TOP OF PIPE SELECT GRANULAR BACKFILL MIRAFI 160N FILTER PIPE SIZE& FABRIC BELOW AND ON SIDES OF STONE INVERTS AS INDICATED ON N FLOW�� PLANS PIPE&SLOPE AS N ` o III— PER PLAN(TYP) 0a 30" DEEP SUMP CRUSHED STONE m oa - BOOT TYPE FLEXIBLE MEMBRANE SLEEVE O a SUBBASE o _ 12"STUB FROM MH-1 48"CMP HUGGER BANDS TYP. SECTION Drawing Title O° a REINFORCED PRECAST CONCRETE INTEGRAL INV. IN: 268.10' DETENTION PIPES SEE DETAIL ASSEMBLY _ H20/H25 SYSTEM INV 265.25'= Site Utility Details ° � ° o °°`�� ' � LOADING: o�v WALL AND BASE SECTION � ° �� �� � °��,q�°��,�J��, � MAINLINE PIPE GAUGE= 16 3 12 CRUSHED STONE BASE WALL TYPE=SOLID coLI— NOTES: ALT2 FINISH = PIPE DIAMETER=48" Planning Board # xx.xx N =III=IIIIII=III=III— COMPACTED SUBGRADE 1. ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. Approval 2. ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. " CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES 3. ALL RISERS AND STUBS ARE 2-2/3"X 1/2"CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. Approved under authority of a resolution adopted W¢o B.4 FLANGE FRAME&GRATE DEEPER THAN 4'; STEPS TO BE COPOLYMER RISERS TO BE FIELD TRIMMED TO GRADE. by the Planning Board of the City of Saratoga Springs. Drawing No. =m° POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR Q N o DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR N 0 A615 GRADE 60 STEEL oa CATCH BASIN DETAIL UNDERGROUND DETENTION PIPES CONNECTION TO EXISTING DRAINAGE FACILITIES. Chairperson I _7.4 'o 3 7 om Z Scale: NTS Scale: NTS a LL Date Signed: