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HomeMy WebLinkAbout20200735 Excelsior Ave Apartments Revised Plan Set EXCELSIOR PARK APARTMENTS Site Plan Application Excelsior Avenue , October 14 , 2020 Revised : April 13 2022 , SITE STATISTICS SHEET INDEX: P J'0 O TAX MAP PARCEL PARCEL SIZE COVER E5o _ _ #166. 1 19 1 .514 AC S-1 SURVEY PROJECT SITE L-1 .0 SITE PREPARATION , EROSION & SEDIMENT CONTROL PLAN ZONING DISTRICT T-5, NEIGHBORHOOD CENTER L-2.0 SITE LAYOUT & MATERIALS PLAN L SITE GRADING PLAN 00 ► , BUILDING SETBACKS T-5 � - w z BUILD TO LINE 0' - 12' L-3. 1 SITE DRAINAGE PLAN DOWNTOWN FRONTAGE BUILD-OUT 70% ■SARATOGA SPR , L—3 2 SITE ACCESSIBILITY PLAN INGS __ ... - - SIDE SETBACK O .. REAR SETBACK 0' L-4.0 SITE UTILITIES PLAN =- BUILDING HEIGHT 50' L-5.0 SITE LANDSCAPE & LIGHTING PLAN L-6.0-6.2 SITE DETAILS OKLAHOMA TRAINING TRACK ' wF,I L-6.3-6.5 SITE UTILITY DETAILS , PROPOSED USES: PROJECT LOCATION MAP RESIDENTIAL 49 TOTAL SCALE: N.T.S. APARTMENTS 49 y- -- - -a CITY OF SARATOGA SPRINGS STANDARD NOTES 6 10- NON-RESIDENTIAL 2,450 SF TOTAL OFFICE 600 SF 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND 7 REGULATIONS. COMMUNITY ROOM 1850 SF ,,, 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. PARKING REQUIREMENTS REQUIRED: 0 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 ONLw RESIDENTIAL (1 .5 SPACES / UNIT) 74 SPACES FINAL PLAN. s PROJECT SITE OFFICE (1 SPACE / 300 SF) 2 SPACES 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. r \�Q-P ' CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE ,w REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. F TOTAL REQUIRED: 76 SPACES J RMANDY LANE O li 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TOTAL PROVIDED 84 SPACES TO CONSTRUCTION. T 1, 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE GCy\;;, 4 ..s ,7N��:v Y!( TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK ti LWi 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: B EAC(D N Beacon Communities, LLC The LA C O fl l I^rl u f 1 I t 15 54 State Street, Suite 802 P 518/587-8100 Albany, NY 12207 GROUP F 518/587-0180 Landscape Architecture&Engineering P.C. www.thelagroup.com Peq(e.Purpose.P("e-. 40 Long Alley Saratoga Planning Board # www.thelagroup.com Springs, NY12866 20200735 & 20200736 PROJECT ARCHITECT: Approval Approved under authority of a resolution adopted Val P 315/253-7301 by the Planning Board of the City of Saratoga Springs. www.beardsley.com Chairperson beardsley Date Signed 64 South Street architects+-en,Kineers Auburn, NY 13021 Z C 4-1 O > v � � o :3 o o L. • U - j Q .- z -C O0) CL 0 O O W CL U ❑CABLE RISER O Q k TRANSFORMER COMMUNICATIONS CB VAULT RI RIM=302.32 5 O INV.IN NORTH=299.49 ❑ELEC. HANDHOLE INV.IN NORTH=299.49 INV.OUT SOUTH=299.18 ,oute I I •5 0 CABLE Ny CONC. VAULT BOX 0 \ SAN.MH. I I CB RIM=302.70 RIM=302.21 INV.OUT=295.20 w w w w w w w w w w w w w w w w w w w w w w w I V.OUT=299.30 STORM MH RIM=301.87 � 91 Y I /� TOP=304.55 Excelsior Avenue CB V.OUT=297.43 a a /Ws BOT=304.13 i TOP:303A RIM=302.80 BOT:303.10 � TOP:304.50 TOP:305.07 INV.IN=297.80 W ;9, TOP:303.91 w u' �n h U1 INV.OUT EAST=299.30 /W �' BOT:303.33 / BOT:304.19 0 0 0> p5 BOT:304.59 Jos- CB �� CONC. CURB - ST ST a �`�' 304TOP:301.8 3 RIM=302.15 X 3 \ BOT.301.5 0 I INV.IN NORTH=298.94 N82 5330'E CONC. SIDEWALK INV.OUT WEST=298.96 - > CB �Sj/ 5'40 /\ \ ---3 -- +304.88 �' 3 RIM=298.80 N65• .. 6S�/ _ \ ^wry INV.OUT=294.86 / 251A �1 86 o y +304.80 1 +304.37 1 \ +303.93 TOP:30 .23 / N TBM / _�_� VGA v \ Bor:3oQ. 3 q r d Cq CB _RIM=298.64 _ CHISELED "X" ON BONNET NUT O _- 1 HYDRANT INV.IN(A)=294. \69 (B) __ -ELEV=305.34 / // \ \\ \ LO INV.IN(B)=294.77 jINV.OUT(C)=294.79 C / \ -- , / / \ \ TOP:299.91 � ) /�� \ / / \ C BOT:299.53 14� LF 14" PP ® 1.6% a, WOODS__ CN CB --f 00 �,A RIM=296.18 24"CMP -- \ \ yz / �gS. \�\ i305 \ 1 W \ o INV.IN(A)=292.35 I \ / 0 3p0' �, INV.IN B =292.31 \ \ \ `•� , / Lot 6 \���oo� vix o� \ z w INV.OUT(C)=292.45 �INV=28 \ . _ 65,954 s.f. or V \ DRAINAGE EA INv=28s.3o _-- _ A \ \ o \ ,-R=99.28' V - - , A �� +305.45 \ \ \ \ TO SEMENT N57'56'49"WSA / 4OP:298.17 BK NY$p�T \ \ CH_91.73' R=60.00' Utility Easements to a 86,3 P Jr 18 �� � �� BOT:297.74 � P�RCE ��-- L=82.02' 290---' \ \ \� Niagara Mohawk Power Corp. 3 CB \ / tN57°56'49"W �- y\ 1 Inst. 2018022487 and �g� RIM=296.22 L AP #1826 290� v 2 \ v CH=75.78' +289.20 INV.OUT WEST=292.53 so. A I - _ _ Inst. #2018025515 _ _ _ Q +28896 20' wide centered on I 2s8ss \� \may /��\/ facilities (A) s� \ 1 y \/� � \ _ A 298- LEC. HANDHOLE s Lot 5 / /2ss.74 I V ������� �� �� �� -300.- \JV v --- id J v (B)- a\ R=47.63 \ - A� \\y�\ ��- A �GV TOP:296. 3 n/f LC 288 _ L=65.11' \ CROSS LOT AND _ \� ® ®1 (o) Bor:29s. r park L - - \ \ s57°56'49"E \ - PARKING EASEMENT \ --295� GV -- - - - -��295.66 SAN.MH. Excels �\ I 289.09 1 29S EL C CE BOX RIM=294.19 gk1669 P795 \ CB CH=60.16 14,572 s.f. or 0.335 aC. \ CONC. PAD FOR TRANSFORMER ��� (3) PVC 4"DIA. 3' HIGH INV.IN(A)=285.44 \ \ \ A RIM=289.48 -29v \ SURROUNDED BY BOLLARDS iS07°06'30"E INV.OUT(B)=285.34 \ \ \ END P N82°53'30"E 304.02' N82 53'30'E 86.00' TOP:294.47 1 25.00' INV.OUT(C)=285.44 OV w T 7 8" IP E 3 w P 4 4 w �T 3. 0 \� (A) DIVERSION 3 2. T (C) STRUCTURE E • 3' ky n, SA B 3 RIM=289.90 ° 3 3 I E T 8 R = 3 w w�-w ( ) d T 2. � �� 2 �< Iv- 85 \ O co � \ � OUTLET CONTROL N S82°53'30"W 390.02' CB 3 3 3 TOP 94.30 _ _ RIM S293M93 - - 3w Point of I- Y 0- O� CABLE BOX \_ I STRUCTURE RIM=293.16 N� - Beginning �Q � m - - RIM=292.44 I I � Of O - �� - - - �� - 6, cc o a TOP:289.75 Lo CONC. RET. WALL so - - - - 4-STORY I ® � N o o BUILDING 00 Q m o I BUILDING Lot 4 TRANSFORMER 4 � n/f U �I 3� 3 N I CABLE I BUILDING I TBM v I Excelsior Park BOX \ Saratoga Excelsior J N BONNET UT ON r ! I 7 TBM Condominiums Apartments ll, LLC ELEV=294.01 286�\Z BONNET NUT ARROW Inst. #2017033455 N O UNDERGROUND ON HYDRANT 1 I I I ON ELEV=291.69 11 ?8 CHAMBER EASEMENT GRANTED FROM EXCELSIOR PARK LLC TO SARATOGA EXCELSOIR APARTMENTS, LLC I 290.97 1 ,005 S.F. OR 0.023 AC. \\ \ \1I I-284 INST. #2018013908 - TOP OF DITCH ,�C \III RIP RAP/ \ Tcy CONC. RET. VALL Map Legend Deed Reference: Map References: 12/22/21 CROSS-LOT EASEMENT REV. • 5/8" steel rod set with a tag Excelsior Park, LLC 1 . "Subdivision Map Excelsior Park - Phase 1A" dated Feb. 21 , 2003 DATE DESCRIPTION ® water valve Bk1669 p795 and last revised 9/19/03 by C.T. Male Assoc. and filed in the Certification son. cleanout valve Saratoga County Clerk's Office as Map E-160A through E-160X. REVISIONS IT IS HEREBY CERTIFIED T0: DATE: Sept. 16, 2020 Q1 utility pole 2. Subdivision Ma Excelsior Park - Phase II dated Feb. 25, 2004, BEACON COMMUNITIES DEVELOPMENT LLC; p JOB NO.: S20-161 .24 STEWART TITLE INSURANCE COMPANY - - overhead wires last revised 5/27/04 by C.T. Male Assoc. and filed in the Saratoga that the map was prepared in accordance with the current existing County Clerk's Office as Map E164. Code of Practice for Land Surveyors adopted by the New York State SA sanitary line Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, ST storn line 3. "Lot 2 Excelsior Park - Phase 1 A" dated Nov. 30, 2005 last revised to the title company, the governmental agency, and to the lending w water line 1 1/30/05 by C.T. Male Assoc. and filed in the Saratoga County SCALE: 1 " = 30' institution listed on this boundary survey map. Clerk's Office as Map E-177. 15 0 15 30 4. "Subdivision Plan Excelsior Park Phase 2" dated June 17, 2015 last revised 1 1/9/15 by Thompson-Fleming Land Surveyors, P.C. and filed in the Saratoga County Clerk's Office as Map M2015223. 5. "Excelsior Park Phase 2A Lot Line Adjustment" dated June 2, 2020 by Thompson-Fleming Land Surveyors, P.C. and filed in the Saratoga County Clerk's Office as Map M2020179. Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. S20-161.24 P:\ Na OMAWNN 6i0itor Pak COWANWAN6ioiior Pr16" - I The LA GROUP I -w Landscape Architecture&Engineering P.C. w w w w People.Purpose.Place. II I1 7 EXCELSIOR AVENUE REMOVE CONCRETE CURB INLET PROTECTION,TYP. L 6.0 40 Long Alley p: 518-587-8100 i� PROTECT AND MAINTAIN STREET LIGHT Saratoga Springs f 518-587-0180 HYDRANT,AND TELEPHONE BOXES 3 LIMIT OF WORK NY 12866 www.thelagroup.com Unauthorized alteration or addition to this 5 -- ' \ document is a violation of Section 7209 of the E , TECTION,TYP. L-6.0 X -_--� 3 X - - \\- E �� _ S � New York State Education Law. REMOVE CONCRETE CU -w� - /� +" \ k V ©the LA Group 2017 ' i /5� _ PROTECT AND MAINTAIN CONCRETE � ' o X_ + - - STREET LIGHTS (6) Bacon _St p o o X _ _ - - -- -- - _ - REMOVE CONCRETE PAVEMENT SAWCUT CONCRETE Communities, L LC TE _- - AT NEAREST JOINT REMOVE CONCRETE PAVEMENT o p _ - _ 54 State Street, Suite 802 WORK 2 0 1 LIMIT of Albany, NY 2207 - ACRES s=; iT AT NEAREST JOINT CHISELED „ ' ON B\NET NU\, HYDRANT - CONSTRUCTION EASEMENT o p. CLEAR AND GRUB VEGETATION - / - NSTRIJ�T-I ON-ENTRANCE _ o _ � - - - ,- `�VOo D� m r CONCRETE WASHOUT L-6.0 � � � - - Z i -- ," m REV€-GA 0 WATEP o0 - V - L�F=� LOCATION OF PROPOSED ��o LL CONSTRUCTION EASEMENT \� - -- - -- UNDERGROUND INFILTRATION p - � CHAMBERS TO BE PROTECTED DURING \ / g0 v _ ___ - CONSTRUCTION TO PREVENT ' 2 I \ W I OVER COMPACTION OF SOIL < - - REMOVE GRAVEL DRIVE- - -- \ �' �� \EoE PROTECT AND MAINTAIN / _ y_ =ESA _ TRANSFORMER 2 6 �- / / �� \ �V �E 1 - / - - _ / REMOVE AND STOCKPILE 2 y\V� - A � 0A / SILT FENCE, TYP. �\\\ � _ � o � \� -- \ HYDRANT, EXISTING 6" L-6.0 \\ _ / - --__ _ - / x \ \A. 3' HIG_\ VALVE TO REMAIN \ � 0 0 ALI\ BOX --- SILT FENCE, TYP. 2 / 29 5- G L-6.o HYDRANT REMOVE CONCRETE CURB � CONC. PAD FOR TRANSFORMER SURROUNDED BY BOLLARDS \ � / END CA/P/� F _F w �w A / / PROPERTY LINE INLET PROTECTION L-6.0 , TYP, 5 RIM�L93 93 \ EE C. LIMIT OF WOR o �w \ �A DRAINAGE EASEMENT---,,,,, // / �� r T \\RME-� WHISTLER COURT _o �R M U of C A\V 11 Project Title: vv F T / / �� 2 SILT FENCE, TYP. - 85 I t J � -� � � _ Excelsior Park /y / \ �SF _ AR F R(1X L 6.0 INLET PROTECTION TYP. 5 3 - o � i V L-6.0 Apartments Fork LLB � '�' - � p E; eI s1 or 7Q 5 , i 4 vT,_ Excelsior Avenue L / LLD- � �� Saratoga Springs, NY 12866 5� TRANSFORMER \ \ \ / L-6.0 INLET PROTECTION, TYP. CAB�7 A / �\ o /� R� ,I I CONSTRUCTION EASEMENT I I I 20 10 0 5 10 15 20 BONNET NUT ARROW I ON HYDRANT ELEA29L 69 I I Scale: 1"=20' on C_'ok, poLI_F ton NITon F_ EROSION AND SEDIMENT CONTROL NOTES: SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES: LEGEND 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT 7. THE CONTRACTOR SHALL NOT DISTURB MORE THAN 5 ACRES AT ANY 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE FOR PERMIT COVERAGE UNDER THE NEW YORK STATE DEPARTMENT ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S WORK DUE TO THEIR CONTRACT OPERATIONS. WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE PROPERTY LINE OF ENVIRONMENTAL CONSERVATION (NYSDEC)STATE POLLUTANT OR THE LOCAL MS-4. REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF DRAINAGE EASEMENT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FOR CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE _ - CONSTRUCTION EASEMENT Project No.: 2020047 STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY 8. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN CONSTRUCTION SCHEDULE. UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL GP-0-20-001'. SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE LIMIT OF WORK(2.0 ACRES) Design: DRC � � � � � S 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, REGULATIONS. Drawn: KAC ChVd: DRC 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE SEDIMENT CONTROL', MOST RECENT VERSION,AND THE CITY OF SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST --t25 EXISTING CONTOUR Date: 10/14/2020 Scale: 1"=20' STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND GENERAL SARATOGA SPRINGS REQUIREMENTS. SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH - 428 CONSTRUCTION SEQUENCING PLAN. PRIOR TO CONSTRUCTION,THE UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS SF SF SILT FENCE Rev: Description: Date: CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFIC 9. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST IDENTIFIED AND LOCATED. APPLICABLE UNLESS OTHERWISE NOTED. 1 Revised Per City Comment 4/14/2021 REQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND BE INSTALLED IN ACCORDANCE WITH THE SWPPP. PAVED AREAS 4. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A V 77 REMOVE CONCRETE 2 Revised Per City Comment 5/4/2021 STORMWATER MANAGEMENT. A COPY OF THE SWPPP MUST BE WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL MAINTAINED ON THE PROJECT SITE IN AN ACCESSIBLE LOCATION AT ALL TIMES AND AT THE END OF EACH WORK DAY. TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE 3 Townhouse Removal 1/21/2022 ALL TIMES DURING CONSTRUCTION. PLANS, NOTES AND DETAILS. UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. OWNER'S REPRESENTATIVE. REMOVE GRAVEL 4 Revised Per City Comment 4/13/2022 10. EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND 3. PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND MAINTAINED TO ENSURE SATISFACTORY PERFORMANCE AND 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE REMOVE VEGETATION SUBCONTRACTORS RESPONSIBLE FOR CONSTRUCTION, REPAIR AND COMPLIANCE WITH THE SWPPP. ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL OR RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, o STABILIZED CONSTRUCTION ENTRANCE STORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND 11. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH COSTS. FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE IDENTIFY A'TRAINED CONTRACTOR'. THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT Drawing Title SEDIMENT CONTROL FACILITIES. 5. SOIL STOCKPILE AREAS SHOULD BE MINIMUM 20'AWAY FROM RESULT TO TREES TO BE SAVED,AND CONSTRUCTION MATERIALS SHALL NOT BE DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 4. PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR FROM INFILTRATION AREAS. STORED BENEATH TREES TO BE SAVED. INLET PROTECTION Site Preparation, SHALL SUBMIT A MOBILIZATION PLAN SHOWING PROPOSED STOCKPILE12. THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO El AND STAGING AREAS, HAUL/ACCESS ROADS, FIELD OFFICES AND STABILIZATION MEASURES AS SOON AS PRACTICABLE IN 6. INFILTRATION AREAS ARE TO BE PROTECTED FROM HEAVY 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING Erosion & Sediment EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE ACCORDANCE WITH THE SWPPP. CONSTRUCTION EQUIPMENT TRAFFIC AND NOT CONNECTED FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE Planning Board # Control Plan STAGING OF CONSTRUCTION TO THE QUALIFIED INSPECTOR(SWPPP TO THE STORM SYSTEM UNTIL THE COMPLETION OF THE OF SITE WORK OPERATIONS. REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S INSPECTOR)AND OWNER'S REPRESENTATIVE FOR APPROVAL. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR CONSTRUCTION AND THE FINAL STABILIZATION OF ALL REPRESENTATIVE. 20200735 VC �O�OO��O WEEKLY INSPECTION REPORTS, AND IMMEDIATELY MAKE UPSTREAM AREAS. 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE Q� 5. ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE CORRECTIONS NOTED. EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND PROJECT SWPPP SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. Drawing No. REPRESENTATIVE. IF THE CONTRACTOR PROPOSES A REVISED 14. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE Approval STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MAINTAINED IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR MUST BE SUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL. THE AREA IS STABILIZED AND APPROVED BY THE QUALIFIED Approved under authority of p resolution adopted INSPECTOR. by the Planning Board of the City of Saratoga Springs. I _ 1.0 6. ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST Chairperson BE APPROVED BY THE QUALIFIED INSPECTOR AND INCORPORATED Date Signed L INTO THE SWPPP PRIOR TO IMPLIMENTATION. 22' kcomml TYP. The LA GROUP I / Landscape Architecture&Engineering P.C. I People.Purpose.Place. / I EXCELSIOR AVENUE 40 Long Alley p: 518-587-8100 / TRANSITION CURB L-6.0 (2)BICYCLE RACK L 6 2 Saratoga Springs f 518-587-0180 I ACCESSIBLE RAMP 5 6 g NY 12866 www.thelagroup.com L-6.1 22' STAIRS, TYP. L-6.0 CONCRETE PAVEMENT,TYP. TYP. L-6.1 34' Unauthorized alteration or addition to this I CONCRETE PAVEMENT, TYP. 8 -���, O O O O O O O document is a violation of Section 7209 of the L-6.0 a� 9 10 11 12 13 0� 14 5 16 17 18 New York State Education Law. / KEY PAVEMENT, BLEND SMOOTHLY L-6.0 STOP SIGN L-6.1 I I I ©the LA Group 2017 �i I o ° ° sza' Q ° p Prepared for "WHISTLER COURT" ° 13 13 ° STREET SIGN / ° �� 13 3 \ Beacon NDICAP L-6,1 io co O COVERED VERANDA - PARKI GSIGN Communities, LLC i BUILDING 1 ACCESSIBLE RAMP 54 State Street, Suite 802 I� �; CONCRETE PAVEMENT, TYP. L-6.0 4 STORIES PLUS PARKING LEVEL L-6.1 C� \ Albany, NY 12207 m L E. 2,450 S.F. NON-RESIDENTIAL SPACE �m is�- -9 49 UNITS CURB STOPS,TYP. 6 I CONSTRUCTION ELEVATORS TO UPPER FLOGS 290 EXCELSIOR AVENUE L-6 2 \��EASEMENT / L ° I (4) ELECTRIC VEHICLE STATIONS HANDICAP a 6 TF NSITION L-6. 9' 5' k 8' 8' It PARKING SIGNAGE 6 5 o 0 0 0 0 CURB, TYP. 0 0 o'er o o o o 0 0 0 0 / TRANSITION CURB,TYP. L-6.0 3 STOP SIGN ron P/// TRASH ROOM L-6.1 PEDESTRIAN CROSSWALK 12 i m 0 m � I / Im CONSTRUCTION EASEMENT--\," / I �/ R4.5' R4.5' R4.5' R4.5 I FIRE TRUCK TY 91 o o I TURNING ITYP. ® C MOVEMENT ry IZ 1 m I I 0 0 5.50' ❑ X i x - x I =iii -1 ii -it=iii=i ,I i�ii i i�li�i�i��� ��I i�i CONCRETE (2)BENCH,TYP. L-6.0 x =iii-L-1= - - -1'iii-iTi=iii=iTi=-H L-6.2 CURB TYP. ITi-iTi-Iiii fflMiiMffl- x ry iii=iii=iii=iii=iii=-� I cn 1 �O GATE AND FENCE L-6 2 1ii 1ii1 iLi iliiiii ii iii=iii=iii=iir_ I x Ti ii Ti=iii =ii Ti iii x o 1 / 000 x 11 '_' 'I ''' _' = x 0 I 8 / L-x-X x-x-x xJ 0 CONCRETE PAVEMENT, TYP. 3 0 L-6.0 //1 6.00' STOP SIGN 40.00' L-6.1 0 0 I a° 1 ° ° ti ° 6"CONCRETE CURB, TYP. L16 0 / 22' I / DRAINAGE EASEMENT / / 4 7 6 PLAYGROUND 9 ASPHALT PAVEMENT, TYP. TRANSITION SURFACE AND EDGING L-6.1 L-6.0 KEY PAVEMENT, L-6.0 (STANDARD ROAD) L-6.0 CURB, TYP. PROPERTY LIB BLEND / / I 'bOTHLY 13 'A SF OR WHISTLER COURT 1. DETECTABLE / / I 9 KEY PAVEMENT, WARNING STRIP,TYP. Project Title: ABEE BO;� BLEND / SMOOTHLY Excelsior Park �C - Apartments / EXISTING TOWNHOUSES Excelsior Avenue= / 4, 6, 8, & 10 WHISTLER COURT � � � Saratoga Springs, NY 12866 / 11 CONCRETE CURB, TYP. TRANSFORMER , 14, 16, & 18 W STLEXISTING OUSES ER COURT EXISTING 5 STORY BLEND SMOOTHLY WITH CAB�Lu �\ 12 EXISTING CURB APARTMENT BUILDING ICONSTRUCTION EASEMENT I20 10 0 5 10 15 20 I i Scale: 1" =20' LAYOUT NOTES: LEGEND 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED PROPERTY LINE BY THE CONTRACTOR. DRAINAGE EASEMENT 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE - - CONSTRUCTION EASEMENT Project No.: 2020047 NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE Design: DRC PRIOR TO CONSTRUCTION. - - BUILDING SETBACK Drawn: KAC Ch'k'd: DRC CONCRETE SIDEWALK 1/4" REVEAL(MAX.) 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED STEEL FENCE Date: 10/14/2020 Scale: 1"=20' UNLESS OTHERWISE NOTED. WALL Rev: Description: Date: DETECTABLE HEAVY BROOM 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 6" CONCRETE CURB 1 Revised Per City Comment 4/14/2021 WARNING STRIP FINISH (TYP.) 2 Revised Per City Comment 5/4/2021 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE TRANSITION CURB 3 Townhouse Removal 1/21/2022 MUNICIPAL OFFICIALS. ROADWAY ASPHALT PAVEMENT 4 Revised Per City Comment 4/13/2022 ---- ____ _ 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY --- THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. _ PARKING LOT ASPHALT PAVEMENT ` 7. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR 6MIN. 3'TRANSITION APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. CURB I CONCRETE PAVEMENT Drawing Title 3'TRANSITION 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, CURB ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, (EXPANSION JOINT) (CONTROL JOINT) PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S Site Layout & REPRESENTATIVE PRIOR TO CONTINUING WORK. PEDESTRIAN DROP CURB 9. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING STONE DUST Planning Board # Materials Plan 1 THE VERTICAL&HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. - , Scale: NITS Ti PLAYGROUND SURFACE 20200735 & 20200736 SIGNAGE Drawing No. A royal Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. LI _2.0 Chairperson Date Signed � I � The LA GROUP I I i w w w -w w w w w w w Landscape Architecture&Engineering P.C. w w People.Purpose.Place. W/ EXCELSIOR AVENUE 40 Long Alley p: 518-587-8100 Saratoga i NY 12866 Springs w�.thelag8oup.com (TC303.55) W� (BC303.10) (304.23) TC 304.73 Unauthorized alteration or addition to this (TC304.50) (TC305.1) (TC305.1) (TC305.01) document is a violation of Section 7209 of the (BC304.19) v (BC304.6) (BC304.6) (BC304.59) o O \ New York State Education Law. /W I 30 305.2 305.05 - 305.05 -- `(302.78) 3 5 TC 304.78 I 11 ©the LA Group 2017 I 304.4 304.28 1 I / I ❑ R P RTY LINE (k) 04.7 3(14.83 � i �_ �� Prepared foc �� -3Ab, __ 305.2 305.2 304.88 304.93 EK 301.0 p 305.2 305.4 306.35 \ 305.0 6 e a C o n - - - - 306.35 6.35 - ,� �_ 306.4 306.4 305.1 305.0 - Communities, LLC \ o7 ❑ - _ - �306.5 / ❑ "� ❑❑ 03.5 �_ -- ' 54 State Street, Suite 802 s1 � I� \ _ �� _- �a Albany, NY 12207 s1 - FF .l CONSTRUCTION �s1� � � � - _ CHI� -- 304 EASEMENT /`1 i- B YE' _ 294.3 E E E 294.3 `��3 1nn /�� ❑ ❑ ❑ 295.1 94.22 293.94 w i ---- j � 93.94 294.7 295.4 295.6 / ❑�❑i❑ ❑ -�_ TC' ,- J 295.7 0 /0 \ \ BC297.0 � T113 \ \ � � \ � � � TC296.25 ` �� TP- BC295.75 -- CONSTRUCTION EASEMENT ❑ 2g8 �' �❑ `ti�'� \ \ ❑ O �08, TC 297.1 - __ .15 \ A3.7� \� ❑� ❑�\ N N�n� w BC 296.E � \ �2 TC296. 0 T 95.00 V TC2 4.80 - - TC293 00 �g� T�293. 0 C294.00 `V C295.50 BC296. 0 C 94.50 BC2 4.30 V BC292 50 \ C293. 0 C293.50 I C295.00 , - S _ T 1S T )g8 T -- TC296.05 - \ 7 2.50 X X X X \ / BC 295.55 295.15 1 - -- - - S 29 . -I 293.2 I 294.0 ��� I 9 \ _ - x ❑298 294.80 �295.20 �� 297 IV / 297 �` �� 295.70 -L�/- �\ 296 11 � � , /� � llz A \ C' m _ �A� I / ❑❑ 1 � 295 � '' I I z 293.5 294.3 I � �296 ��� 295.20 \ \ V�❑ � ❑ ///� � I L-❑g-- TA 294 \ �) \ 2�---- � /0 ❑ � A �� i x-x-x-x-x S 294 \ 293 ❑ 2s4.60- \ - TC292.2 294.40 291.85 ` _- _� rVV�❑ A. HCH❑� 293 i 1 -�- A 2 - - A , I , � � ❑ EE PBCE B S/� \ TC294.6 293.E SAW SA SAN S N AN S�I'�❑ // I / g2 -_ V❑ _ _ - ST T ST ST ST �S ST TP-3 -- - TP-4 / ❑ / w w w w w w 2J57, C2g3,�w � `� �✓ w w w w w w w w w w�❑w TC293.3 TC297 294.29± 294.40 `�294.20 SP N M h C' TC 1,3 C2 1.75 5 VVATE R TP-5 / BC292.8 BC 2� 7� BC293.6 I ❑ y BC 90.E C2 1.25 ❑ 3 3 , # � 3 � RIM29� 287.�1� `\/ � P OPERTY N w N ❑�� 1S _ 1S ?WA E�Z CO RT \ AM❑\9❑❑C DRAINAGE EASEMENT---,,,,,, / ❑ UL❑�I w T� ❑ Project Title. N 3 3 3 3 I 287.41/ �- � \ I '--, - w� � sT`� T-sT S7 s -ST ST-ST � TT __ v ` Excelsior Park / / £ `\ 3 3 3 \ T � ,PT-1 - _ ❑ Apartments � I I ❑ P // ���� -_,_''i, I I I I V ❑ Excelsior Avenue EXISTING TOWNHOUSES j Saratoga Springs, NY 12866 EXISTING TOWNHOUSES EXISTING 5 STORY / APARTMENT BUILDING CONSTRUCTION EASEMENT \ TB M 20 10 0 5 10 15 20 BONNET NUT ARROVV ON HYDRANT Scale: 1"=20' EEEA=❑1 ,69 GRADING NOTES: LEGEND 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 09/16/20 PERFORMED BY THOMPSON-FLEMING 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR PROPERTY LINE LAND SURVEYORS P.C. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. DRAINAGE EASEMENT OPERATIONS AT NO ADDITIONAL COST TO OWNER. Project No.: 2020047 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING - - CONSTRUCTION EASEMENT Design: DRC 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY _ 850 - Drawn: CML Ch'k'd: DRC 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF.WHEN IT IS NECESSARY TO - EXISTING CONTOUR 10 14 2020 1"-20' ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS Date: / / Scale: - OF OFFSITE. PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF o�Ju Rev: Description: Date: ONE-EIGHTH INCH (1/8")PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND 852 PROPOSED CONTOUR 1 Revised Per City Comment 4/14/2021 ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2",AND SHALL BE SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS 2 Revised Per City Comment 5/4/2021 COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE 295.05 PROPOSED SPOT ELEVATION 3 Townhouse Removal 1/21/2022 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30, IN LENGTH. ANY UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4 Revised Per City Comment 4/13/2022 DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH TO CONTINUING WORK. SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED GRADE UNLESS OTHERWISE NOTED. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT GUIDELINES. MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 21. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/SLOPES NO STEEPER THAN 1 FOOT (VERTICAL)ON 2 FOOT(HORIZONTAL). 7, ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND Drawing Title OTHERWISE. OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING Site Grading PAVING. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS Planning Board # Plan 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE Q�PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20200735 & 20200736 Drawing No. Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. LI _ 3 .0 Chairperson Date Signed � I The LA GROUP I I W W W W W W W W W W W W Landscape Architecture&Engineering P.C. W W�w w w w w w w People.Purpose.Place. W/ EXCELSIOR AVENUE 40 Long Alley p: 518-587-8100 Saratoga 18-587-0180 NY 12866 Springs f.thel grroup.com w �W Unauthorized alteration or addition to this w i= document is a violation of Section 7209 of the �o O 3 _ _ \ � New York State Education Law. w 304 iLTA _ �.T.. -_J / I I ©the LA Group 2017 n Q) -T R P RTY LINEri SS Prepared for- Z- Ti� - -30 - - - Beacon s�� / - -- -- Communities, LLC s� 3o i j ���� _ F- im �A _ _ 54 State Street, Suite 802 11-�� C�I � _ _ - 1 Albany, NY 12207 ��S TBB STORMTECH MC-3500 CHAMBERS '� PZ� 3 ROWS OF 9 CHAMBERS -1 CONSTRUCTION �S5� - _ HYD ANT �9X,9 Oil! �i� BOTTOM OF STONE: 287.00 304 -� \/ EASEMENT HYD qNT s�EEE ��� INV, (BLDG): DMH-1 I V. (BLDG): INV. (BLDG): 3�� 3 ��n 292.00 292,00 292,00 RIM:293.2 -4 / INV. OUT 15" MANIFOL 289.70 ( ) 95LF8" HDPE INV. OUT 18 (ISOLATO ROW): 287.90 134 LF 8" HDPE @ 1.75% @0.74% ST STD ST \Ln y 69 LF 8" HDPE \ @2.60%Co TP-2 W 'A'A.TF-r) �F: CONSTRUCTION EASEMENT V 298 �' 11 -15" � �s -- --- 0 54 LF 12" HDPE HDPE@0.5/0 (/) �A� o \ @ 0.5% \ - - ST 72 LF 12 HDPE 29 i @ 0.5% °� \ ST ST i T 1S TP-6 99E - - 774 - 110 LF 12" X x-- x--x x CB-5 29� 7 HDPE @ 0.5%� S� CB-8 CB-9 + CB-7 x RIM: 293.50 ' RIM: 294.50 RIM: 292.50 RIM: 292.50 I CB-6 -298 m 96 _ O: D I INV. IN E 289.95 O \ INV. OUT(E):290.26 INV. IN (W): 289.90 INV. OUT(W): 289.90 I P. INV. IN E : 290.32 297 290.91 �g � S 297 INV. IN W : 290.36 � INV. IN 289.90 x RIM: 293.50 -� 42 LF 12" \ 296 INV. IN E 289.85 " x INV. OUT(W): 290.22Ilz HDPE 0.5% � � INV. OUT NW): 289.75 � 10 LF 12" ������ -� � ������ m i 294 HDPE @ 0.5/o 296 \ 300 \ \ FLARED END SECTION S 294 52 LF 12" HDPE x x x x x �� _ '� �0 ELEV.: 287.71 / � 293 @ 0.5% � y -� �4''61A 3' HIGHS 293 A _I_ 1� � i - - ` ` �2g EL PDCE B LEVEL SPREADER 7L-6.4 / �,`L ✓ SA SSA\- SAN SAN S N - AN SDI ELEV.: 287.61 / 0,92 I `� - _ _ ST ST ST ST ST ST ST TP-3 - -- TP-4 I / W W -W - -W-W W W W W W W SIP WATER S �� 160 LF 12 SAN.Mh. 3, 2874T� / POPERTY LIB \HDPE 0.5/cr RI2\.A TP-5� / � � o i o TP- / ��° / - I` ,�HP290.75 ` 35 LF 12" CB-3 CB-2 CB-1 � M 9 3 1S � HDPE @ 0.5% RIM: 290.65 RIM: 293.00 W E�Z CO RT RIM: 294.10 _ DRAINAGE EASEMENT / S INV. 9Ut(SW): 288.15 INV. IN (E): 290.26 INV. OUT(W): 291.06 n - Project Title: / 287.41 / - I - uT ST 3 ST ST sT �" l , B-10 -- Excelsior Park / / � � � � �IM: 290.45 �� 3 3 � � PT-1 /- I I�VV. OUT(W). 286. 0 F 11 LF 12 pfYl A artentS / � " / RIM: 290.55 I CORE INTO EXISTING / INV. IN (NE): 287.97 Excelsior Avenue / INV. OUT(NW): 287.92 i STRUCTURE EXISTING TOWNHOUSES T j� Saratoga Springs, NY 12866 / RAISE RIM TO:290.90 F / I INV.: 286.20 F EXISTING TOWNHOUSES EXISTING 5 STORY CONSTRUCTION EASEMENT APARTMENT BUILDING )C I IBM 20 10 0 5 10 15 20 BONNET NUT ARROVV ON HYDRANT Scale: 1"=20' EEEy291 .69 TEST PIT LOG LEGEND SOIL TEST PITS WERE CONDUCTED ON SEPTEMBER 30, 2020 BY TEST PIT#4 (TP-4) SOIL TEST PIT#8 WAS CONDUCTED ON DECEMBER 8, 2020 BY PROPERTY LINE ROB FRASER(THE LA GROUP). COLE LAFLECHE (THE LA GROUP). 0-24" 10 YR 3/3 FINE SAND AND GRAVEL, DRAINAGE EASEMENT TEST PIT#1 (TP-1) MANY DECOMPOSED ROOTS TEST PIT#8 (TP-8) - - CONSTRUCTION EASEMENT Project No.: 2020047 24"-42" 10 YR 4/4, FINE SAND, BLOCKY Design: DRC 0-4" 10 YR 4/2 FINE SAND, MANY FINE ROOTS STRUCTURE, MANY DECOMPOSED ROOTS 0-20" 10 YR 3/3 FINE SAND, MANY FINE ROOTS Drawn: CML Ch'k'd: DRC 4"-24" 10 YR 4/3, FINE SAND, MANY FINE ROOTS 42"-50" 10 YR 3/1 FINE SAND AND DECOMPOSED 20"-44" 10 YR 8/3 FINE SAND EXISTING CONTOUR 24"-46" 10 YR 4/6 FINE SAND ORGANICS, 5 YR 4/6 MOTTLES 44"-68" 10 YR 6/3 FINE SAND, MOTTLES Date: 10/14/2020 Scale: 1"=20' 46"- 120" 10 YR 4/3 FINE SAND 50"-72" 10 YR 4/2 FINE SAND, BLOCKY STRUCTURE ROCK:NOT ENCOUNTERED o�Ju Rev: Description: Date: ROCK: NOT ENCOUNTERED ROCK:NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: MOTTLES AT 44" 852 PROPOSED CONTOUR 1 Revised Per City Comment 4/14/2021 SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED FALLING HEAD PERMEABILITY TEST:45 INCHES/HOUR AT 18" 2 Revised Per City Comment 5/4/2021 FALLING HEAD PERMEABILITY TEST: 358 INCHES/HOUR AT 84" FALLING HEAD PERMEABILITY TEST: 2.3 INCHES/HOUR AT 32" ST ST STORM LINE 3 Townhouse Removal 1/21/2022 PERCOLATION TEST#1 WAS CONDUCTED ON MAY 17, 2021 BY 4 Revised Per City Comment 4/13/2022 TEST PIT#2 (TP-2) TEST PIT#5(TP-5) COLE LAFLECHE (THE LA GROUP). 0-4" 10 YR 4/3 FINE SAND, LOOSE STRUCTURE, 0-4" 10 YR 4/3 FINE SAND, LOOSE STRUCTURE, PERCOLATION TEST#1 (PT-1) MANY FINE ROOTS MANY FINE ROOTS 4"-38" 10 YR 4/3, FINE SAND AND GRAVEL, 4"-30" 10 YR 4/2, FINE SAND, MANY FINE AND FALLING HEAD PERMEABILITY TEST:45 INCHES/HOUR AT 13" BLOCKY STRUCTURE, MANY FINE ROOTS MEDIUM ROOTS 38"- 120" 10 YR 4/6 FINE SAND 30"-62" 10 YR 4/2 FINE MOIST SAND, 10 YR 4/6 Drawing Title MOTTLES ROCK:NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED ROCK:NOT ENCOUNTERED Site Drainage FALLING HEAD PERMEABILITY TEST:21 INCHES/HOUR AT 84" SEASONAL HIGH GROUNDWATER: MOTTLES AT 30" TEST PIT#3 (TP-3) FALLING HEAD PERMEABILITY TEST:200 INCHES/HOUR AT 30" Planning Board # Plan 0-6" 10 YR 3/3 FINE SAND AND GRAVEL TEST PITS#6&#7(TP-6, TP-7) 20200735 & 20200736 6"-20" 10 YR 5/6, FINE SAND, BLOCKY STRUCTURE 0-2" 10 YR 4/4 FINE SAND, MANY FINE ROOTS 20"-48" 10 YR 4/4 FINE SAND, BLOCKY STRUCTURE, 2"-60" 10 YR 5/6 FINE SAND Drawing No. 5 YR 4/6 MOTTLES 60"- 120" 10 YR 3/4 FINE MOIST SAND, STRONG Approval 48"-72" 10 YR 4/2 FINE MOIST SAND, 10 YR 4/4 SEEPS AT 120" Approved under authority of a resolution adopted MOTTLES L by the Planning Board of the City of Saratoga Springs. I _ 3 . 1 Chairperson ROCK:NOT ENCOUNTERED ROCK:NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: STRONG SEEPS AT 120" Date Signed SEASONAL HIGH GROUNDWATER: MOTTLES AT 20" FALLING HEAD PERMEABILITY TEST: 60 INCHES/HOUR AT 72" FALLING HEAD PERMEABILITY TEST: 30 INCHES/HOUR AT 32" i NYS The LA GROUP —w w w�7: Landscape Architecture&Engineering P.C. w w Fw w People.Purpose.Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 EXCELSIOR AVENUE HANDICAP RAMP 6' LONG, NY 12866 www.thelagroup.com w� I 22' 8.3% SLOPE, 1% CROSS SLOPE Unauthorized alteration or addition to this � 3 _ a�Q w document is a violation of Section 7209 of the I - o 304.35 304.23 TC304.73� r- \T New York State Education Law. w w 4 \\ w s_ _ — + —� T 1.25% 0.5%—! T 1% TC304.78+ ( ( / UTILITY EASEMENT ©the LA Group 2017 GRID NATIONAL � i � i Li i PRE P RT ENE i i 304'� � 3oa;.2a T2% � Prepared foc 304.88 04.93 7%� Beacon HANDICAP MP 20' LONG,- � - 7%SLOPE 306.4 305.0 305.1 Communities, LLC 0 ,, _ - _ _; - HANDICAP PARKING 4 State Street, Suite 802 _ BUILDI `l 1 � Albany, NY 12 �5� / t � � � - — _ � � SIGNAGE a Y� _ c TBM 0 FFE: 3 _ CONSTRUCTION CHIS LED 99X99 ON BONNET NUTO — ° 294.5 294.5 �, 304 ��EASEMENT / G) HYD ANT - _ = ` . - 294. _ — LAW ELEX �� �✓i w a .- 3tl --- W � 29 .3 300 1 n �° �'2%'- o o o 0 0 0 o cP _ 2% T OM 1 0 2✓° � . 2gg " ---- .. ST T S305> -- :- - / N / cy ca CONSTRUCTION EASEMENT , 2g ,.. 8 293.15 - .... coco�� o ,. .• - j" -2 I + 2 + I TC2 2.90 .29u'. TC293 0. $C2 2:40 . BC293:. Q S ! LAWN "96 I i 2% T2/° xIx x x O \ 29(� I� - - _ I 1 293.2 294.0 ro / x 298 � 29� 1 2% I PLAYGROUND I ° 297 r I - - LAWN, 95 i x x 296 3 294 -f- �x—x—x—x—x—xJ ° S 294 � 293 - .. 293.7 0 � ✓ � � \_ / 293 Z- 29 — i / ST S7 - / w w.� �7 w w w w w w w w w w w w7 I w -- w w- _-_ T w 1 w 81 P WATER -<?9 PROPERTY LINE 3 T -- ---- --`` �� L E R CART w ,�s DRAINAGE EASEMENT / - ST 3 i w n Project Title: �/ / w / LAWN % � C � sr�sr �T� 5T sl- sT sT : T TJ Excelsior Park — - C Apartments � -F — / � Excelsior Avenue / EXISTING TOWNHOUSES �\ \ / I � Saratoga Springs, NY 12866 \ // EXISTING TOWNHOUSES EXISTING 5 STORY / CONSTRUCTION EASEMENT APARTMENT BUILDING I IBM BONNET NU1 ARROVV ON HYDRANT ELEv2g� 69 LEGEND i 20 10 0 5 10 15 20 PROPERTY LINE Scale: 1"=20' DRAINAGE EASEMENT CONSTRUCTION EASEMENT EXISTING CONTOUR Project No.: 2020047 Design: DRC OJV $52 PROPOSED CONTOUR Drawn: KAC Ch'k'd: DRC Date: 10/14/2020 Scale: 1"=20' 295.05 PROPOSED SPOT ELEVATION Rev: Description: Date: TRANSITION CURB 1 Revised Per City Comment 4/14/2021 2 Revised Per City Comment 5/4/2021 3 Townhouse Removal 1/21/2022 ASPHALT PAVEMENT 4 Revised Per City Comment 4/13/2022 CONCRETE PAVEMENT STONE DUST Drawing Title SIGNAGE Site Accessibility Planning Board # Plan PROPOSED TREE 20200735 & 20200736 PROPOSED ACCESSIBLE PARKING Drawing No. Approval Approved under authority of a resolution adopted PROPOSED ACCESSIBLE ROUTE by the Planning Board of the City of Saratoga Springs. LI _ 3 .2 Chairperson Date Signed i / The LA GROUP W W- W W WSW W W W W W W W W W W W W W W W W W W W W W W w w W W- Landscape Architecture&Engineering P.C. W PeopCe.Purpose.Place. EXCELSIOR AVENUE CONNECTION TO 40 Long Alley p: 518-587-8100 GAS MAIN Saratoga Springs f 518-587-0180 CONTRACTOR SHALL CONFIRM LOCATION AND 6"SIZE OF WATER STUB. IF EXISTING WATER TAP CANNOT BE NY 12866 www.thelagroup.com w/ EXISTING FIRE HYDRANT LOCATED,A NEW 6"TAP SHALL BE PERFORMED. w/ TO REMAIN Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 2017 /i PRC'ERTY LINE � _ Prepared foc Beacon ---� Communities, LLC _ - �� _ - _ - 54 State Street, Suite 802 I tZZJ _ Albany, NY 12207 �Sj/ \ - ABM ELECTRIC METERING- / S M TE G ��i u s1� \ - -_ CH6 EED "O' ON BONNET NC / / 304 CONSTRUCTION � -/ / � i- -� � � / ��EASEMENT BYD ANT s1/ \ - - IEEE 30504 - - o _ SEMENT U ILIT / - - BLDG. INV.:291.5 �TIONAL GRID / / / Q U) CD �O T ST ST �9 V A \� 305 w I II Z CONSTRUCTION EASEMENT F "SDR-26 PVC � Da �_ �� @3.50% �� � O NNivw � _ -� � � � �coo oc°o�cC°o 0 L 295 sr � 3 n 3 3 n 3 (1 3 (1 3 ?s� L --- --- - / / / / , -- - --- - - SA- _ ST - ST ST T 1S - i ( CONNECTION TO EXISTING x x-x x-x-x / _ O\ TRANSFORMER I I - -- / R RELOCATED FIRE HYDRANT 298 Ld � SMH#1 J � RANT S O � x x � l WITH 6" D.I.P. PIPE - �9g 297 V �i 297V' ��_ RIM:295.00 / INV. IN:286.20 \ INV. UT._286.10 - 295 � x Z 2�6 � � � � � � � � x � � � ,_- _3 _ / , ELEC. HE, 294 -x�x-x-x-x-x� - �� \ 00-_ 0 _ 4 -- �� 9 293 ���i/ \ _ i�� � � 210.@ A. 3' BOB�� - - / 293 2 E 00 r PCCE BOX I / \ ��ti SAN SAN SAN SAN SAN AN SAN SAN - ST ST , \ i - - E_XISTING 8" PVC DRAINAGE EASEMENT / `, / _ / ` _ _ - SEWER 7 �/ 2�� w w w w w w w w w w w ��✓ w w w W w w w w w w w w W� 4D 8"DIP WATERX w \ / / PROPERTY 1S 1 - W TCE�Z RT EXISTING 8' D.I.P. EXISTING FIRE HYDRANT ► / £T WATER MAIN 3 3 (ACROSS STREET) �W- Project Title: SMH#2 sT - 85 O / / RIM:294.10 O / // INV. IN(W):287.40 Excelsior Park / _ �ABLE BOX INV. IN(N):287.40 3 3 3 3 /� nl� �� /� - INV. OUT:287.30 Apartments r Par / Excelsior Avenue ,� e�sl0 � / EXISTING TOWNHOUSES Saratoga Springs, NY 12866 O CABEF �� �� EXISTING TOWNHOUSES EXISTING 5 STORY / CONSTRUCTION EASEMENT Excelsior �� R� � OOOAPARTMENT BUILDING T �,C)n - Orynlnil,el f l Or B M 20 10 - 16, 5 �1�0 '15 20 BONNET NUT ARROVV -77 - O I I ON HYDRANT ELEV 291 .69 Scale: 1"=20'WATER SYSTEM NOTES SANITARY SEWER NOTES LEGEND 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 10. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH CITY PROPERTY LINE 5'-0". 11. VALVE BOXES OF SARATOGA SPRINGS STANDARDS. 11.a. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW(MODEL F2494), OR APPROVED EQUAL. DRAINAGE EASEMENT 2. SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE PROJECT ENGINEER 11,b. COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR Project No.: 2020047 PRIOR TO CONSTRUCTION. "WATER". LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH-ON JOINTS. Design: DRC - - CONSTRUCTION EASEMENT Drawn: CML Ch'k'd: DRC 3. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL 12. VALVES 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE PROJECT ENGINEER OF COATED, 350 P.S.I. PRESSURE RATING. 12,a. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE R/W . RECORD PRIOR TO THE PLACEMENT OF ANY ORDER OF SAID MATERIALS. Date: 10/14/2020 Scale: 1"=20' ( ) SAN PROPOSED SANITARY SEWER LINE 12.b. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. 4. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF GLAND BOLTS SHALL BE ZINC COATED STEEL. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATION. E/U E/U PROPOSED ELECTRIC LINE Rev: Description: Date: SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY. 12.c. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 1 Revised Per City Comment 4/14/2021 BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO 12.d. ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 5. CONTRACTOR SHALL CONDUCT LOW PRESSURE AIR TESTING ON NEW SEWER PIPE AND BE CONDUCTED IN ACCORDANCE WITH UNIBELL PVC 2 Revised Per City Comment 5/4/2021 TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY.WATER SERVICE LINES ARE EXCLUDED 12.e. VALVES SHALL OPEN RIGHT CLOCKWISE WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW PIPE ASSOCIATION DOCUMENT UNI-B-6-90 OR APPROVED EQUIVALENT. G PROPOSED GAS LINE (CLOCKWISE) 3 Townhouse Removal 1/21/2022 FROM THIS REQUIREMENT. CAST INTO IT INDICATING THE DIRECTION OF OPENING. 4 Revised Per City Comment 4/13/2022 12.f. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 6. CONTRACTOR SHALL CONDUCT INTERNAL TV INSPECTION OF NEW 8"SEWER PIPES AND SUBMIT REPORT TO PROJECT ENGINEER. W PROPOSED WATER LINE 5. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET(EDGE TO EDGE) BETWEEN ANY WATER MAIN 12.g. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. CONTRACTOR SHALL REPAIR ANY DEFICIENCIES OBSERVED DURING THE INSPECTION. SAN EXISTING SANITARY SEWER LINE 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. 13. HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THE DETAIL. 7. NEGATIVE AIR PRESSURE (VACUUM)TESTING SHALL BE PERFORMED BY THE CONTRACTOR FOR EACH NEW SANITARY MANHOLE STRUCTURE W EXISTING WATER LINE PER THE LATEST EDITION OF ASTM CI244. 6. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 14. ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT(CLOCKWISE). Drawing Title 7. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD 15. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY,AND ALL DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE UTILITIES MAY NOT BE SHOWN.THE CONTRACTOR SHALL CONTACT DIG SAFELY NY(1-800-962-7962)AND THE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE Site Utilities Plan LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR 8. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED,THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE Planning Board # SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO CONTRACTOR. THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 2020073 C Q- 20200736 16, WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM J C7C 9. THE CONTRACTOR SHALL PROVIDE TWO(2)BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. Approval Drawing No. Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. LI _4.0 Chairperson Date Signed The LA GROUP Landscape Architecture&Engineering P.C. Peop(e.Purpose.Place. I 40 Long Alley p: 518-587-8100 EXISTING STREET Saratoga Springs f 518-587-0180 LIGHTS TO REMAIN NY 12866 www.thelagroup.com Unauthorized alteration or addition to this -- `Q document is a violation of Section 7209 of the New York State Education Law. I ©the LA Group 2017 13 i=� � 1 Prepared foc Beacon 7 1c Communities, LLC 3 / 5 C 3 8 3 8 HM 8 3 8 6 M 1354 State Street, Suite 802 3 CSHM CA SMCA HM CA SM CA HM CA \ Albany, NY 12207 ~ °2 I CONSTRUCTION CP 3 IC D BUILDI 1 EASEMENT IC�- RP �L ---- + +0.2 +0.1 SEMENT LA N CJTILITY --- + 1 GRID +0.1 + +0.1 + 0.1 \ NATIONAL 0.1 +°.1 + .1 +0.1 + a . +0.2: 0 1 01 +°'1 0 1 +°'4 0.4 1 01 + ' �0.1 0 + ' +0.1 0.1 + ' +0.1 01 +' 0.2 4-0.1 + .5 +0.1 02 + +0.2 02 +0,1 + 2 04 3 +1.0 0.1 +0.1 01 + ' +0.2 02 +0.2 0 + +° 02 + VL 4` 02 + ' + ' 02 P� +0.1 +0.2 0 2 + +0.2 +0.2 0 2 +0.2 +0.2 + ' +0. 2 0 + + +0.3 03 + ' +0.4 04 + .2 +0. 05 + 1 1 0 2 + +0.4 0 4 �S" �n + +0.4 0.4 + . 0 + 0. / (5) DECORATIVE STREET L-6.1 Qf 1 + +0.4 +o.s O + +°.4 +0.4 +0.5 + +0.5 0 0. + + --- +o.a + +0.1 LIGHT, TYP. / s s 7 .6 + +° 0 5 + o s o.s o.s + +0.7 0.7 12 I + 4 � + ' +0.6 � 0 7 0. 6 � + . 1. 02 / + ' 07 + ' Og + ' + ' +0.7 O 8 + +0.7 O 8 + ' +0.9 1 0 + ' +0.5 0.2 0.3 + + ' 07 + 07 + +° 10 2+ +0.8 13 I CONSTRUCTION EASEMENT I +°'4 0.6 + 2 0.9 4 + 7 �) BOLLARD LIGHT, TYP + +1.1 1.0 + ' +1.s 1. + +0.8 10 C +1.0 1.1 CP L-6.1 +1. + +1.0 0 9 CC + +0. 9,10 + ' + 0 (1) PROPOSED LIGHT 1.1 0 0 1 +1.3 1 + .6 0 6'1 XTURE AND BASE, TYP. 1 ° 07 + 11 0. 1 5 1.5 + ' +2.1 21 + � 1.1 1 5 + ' +1.4 1.6 + ' + +1.5 + � +0.5 + +1.7 1 5 + ' +1.6 1 _ 7 2 + ' $ 3 + � 1. 1 + . +3 .5 +1.4 C 9. + 7 +1 0 1,7 1 + + 1.0 0 7 + 2.0 S 2/OT2 + +°'8 11 1. 1.4 + 1 1.5 + 2.2 1.8 + + . 0 + ' 1.6 +2.0 2.1 2 1. 08 + .2 +0.4 +0 7 0 0.9 0.9 I I + a 2 1 + +1.3 +1.5 1.5 X X o 1 + . + 1 + ' 1 1 5 + +1.6 0.8 L +0.4 I 0 8 + ' 1.1 + x 4 3 0 C + + +0.4 +o.s + . +o. 5 +o. 0.8 + ' 0.1' +0, 0.2 +0.2 }Q1.2 0.2 Q + +1.1 O. .3 I + 0.3 .5 3 .3 +0.2 1 � 3 I + 5 +0.2 0,2 2 +03 Q 4 ®1 � o� + ' +o. +o.r H M S .2 s o.9(4) PROPOSED LIGHT 9,10 +0.1 +0.2 +0.3 +0.3 + 0.2 0.1 I L-6.1 FIXTURE AND BASE, TYP. i ° o + .2 -x- 02 + + 1 0.1 0 + 1 � + ' +0.2 + 0.2 + 2 �.+1L1A N 0.1 1 + .2 +0 2 + +o. +o.s s 1 0.1 I o.1 I I + 0.11 0 +0 1 I o.1 0. LTC1 _�I_ 3 + ' +0.1 +0.1 +0.1 ,1 + 0.1 + ' +0. 0 y / +1.4 0.1 RP + ' 0.1 + 0.1 1 3 0.1 0 01 - i DRAINAGE EASEMENT / + RP + +0.2 +02 02 2 - LAWN / `+ ' 3 3 4 8 DECORATIVE STREET +0 CS IG TIC SM IG TA L-6.1 LIGHT, TYP. QC / / 3 Project Title.- Excelsior Park //- - - - Apartments \ // Excelsior Avenue L 20 10 0 5 10 15 20 Saratoga Springs, NY 12866 / CONSTRUCTION EASEMENT Scale: 1"=20' LEGEND PROPERTY LINE UTILITY EASEMENT DRAINAGE EASEMENT LUMINAIRE SCHEDULE PLANT LIST CONSTRUCTION EASEMENT TYPE SYMBOL QTY CATALOG NUMBER LLF LUM. WATTS LUMENS PER LAMP SYM. QTY. [BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING S1/T4M p® 4 Lithonia Lighting, DSXO LED P2 40K T4M MVOLT 0.900 49 5880 LAWN S1/T2M 1 Lithonia Lighting, DSXO LED P2 40K T2M MVOLT 0.900 49 5994 DECIDUOUS TREES B1 4 Lithonia Lighting, RADB LED P2 40K SYM DBLXD 10.900 8 617 CC 4 Carpinus caroliniana American Hornbeam 2%"CAL. SEE PLAN GROUNDCOVER Project No.: 2020047 Design: DRC QC 6 Quercus coccinea Scarlet Oak 4" CAL. SEE PLAN " SHRUBS/PERENNIALS Drawn: KAC Ch'k'd: DRC ♦ + Date: 10/14/2020 Scale: 1"=20' TA 4 Tilia americana American Basswood 2% CAL. SEE PLAN Rev: Description: Date: FLOWERING&EVERGREEN TREES + DECIDUOUS TREE 1 Revised Per City Comment 4/14/2021 2 Revised Per City Comment 5/4/2021 CP 9 Cornus alternifolia Pagoda Dogwood 2%"CAL. SEE PLAN 3 Townhouse Removal 1/21/2022 TIC17 Tsuga canadensis Canadian Hemlock 8' HT. SEE PLAN FLOWERING TREE 4 Revised Per City Comment 4/13/2022 DECIDUOUS SHRUBS # DECORATIVE STREET LIGHT CS 13 Cornus alba'Siberica' Red-Twig Dogwood 30"-36" HT. SPACE S O.C. � � PROPOSED LIGHT FIXTURES Drawing Title HIM22 Hydrangea macrophylia'Balimer' Endless Summer Hydrangea 24"-30" HT. +.02 PROPOSED FOOT CANDLE IG 6 Ilex galabra'Shamrock' Inkberry Holly 24"-30" HT. Site Landscape & RP 9 Rhododendron 'PJM' PJM Rhododendron 30"-36" HT. Planning Board # Lighting Plan SM 14 Syringa meyeri 'Palabin' Meyer Lilac 24"-30" HT. 20200735 & 20200736 VL 6 Viburnum Ientago Nannyberry Viburnum 4-5' HT. Drawing No. Approval GRASSES, PERENNIALS&GROUNDCOVERS *NOTE(S): 1. SEE SHEET L-6.2 FOR PLANTING NOTES. Approved under authority of p resolution adopted m . L 2 NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM by the Planning Board of the City of Saratoga Springs. I _ 5.0 CA 45 Calaagrostis acutiflora'Karl Forester' Karl Forester Reed Grass #2 CONT. 24"O.C. Chairperson OWNERS REPRESENTATIVE. Date Signed 3" CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR EDGE OF EXISTING ROADWAY JOINT SEALANT TO 1/2" DEPTH RECYCLED CONCRETE EQUIVALENT. TOOLED JOINT WITH 1/4" RADIUS EDGE 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE kc4s)m RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. BACKER ROD The LA GROUP 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. o o��° 0 0 �� 0 0 0 0 0 0 0 o O��o a o o 4. WIDTH-TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THE pip° o� o�a��o oo� o pc ��°o oo� ° 8 ° PREMOULDED JOINT FILLER.CUT BACK FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS ° ° ° Landscape Architecture&Engineering P.C. o� �o0oop ______________ AS NECESSARY AFTER PLACEMENT 0 0 00 0 000��o -----Q-�------- --- OCCURS.GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE e� oo�� �o o00m o�p o 0 0 �0 PeoP(e.Purpose.Puce. AREA PRIOR TO PLACING OF STONE. o® �°°� c°°°��� °� p��°� o ��� OO°O D O °�O O O O O p0�0 O O 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD °��' �� 40 Lon Alley 518-587-8100 p O O oho 00 0o EXPANSION JOINTS TO OCCUR 30'O.C. MAX, g Y P CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE C6o p�o0 ° oho WHERE CONCRETE MEETS VERTICAL SURFACES Saratoga Springs f 518-587-0180 1. o� °- 0,5, p pro ° � TRANSITION CURB 3/8"JOINT IXIY 12866 www.thela rou com ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM opo O p oOp O oOp o o° o� o °� T ADJACENT TURF OR IMMOVABLE OBJECTS SUCH AS CURBS, g p• �� p, poop go� 000�o 0 0 0o Ooo 0000�o WITH 5:1 SLOPES WILL BE PERMITTED. o o �80 °800 °� �� o 0 000 � U ADJACENT SIDEWALK WALLS, FOOTINGS ETC,AND IN LOCATIONS 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION EXPANSION JOINT SHOWN ON PLANS. WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT Unauthorized alteration or addition this INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED document New York State a violation of Section 7209 of the ate Education Law. IMMEDIATELY. 50'4" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12"THICK,50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN OVER COMPACTED SUBGRADE 3' TOOLED CONTROL JOINT. PLACE 5-6"O.C. ©the LA Group 2017 APPROVED SEDIMENT TRAPPING DEVICE. III III III III UNLESS OTHERWISE SHOWN ON PLANS. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. SECTION 1/4 SLAB Beacon Prepare or.• E DEPTH OF THE CONCRETE &_§ce TABILIZED CONSTRUCTION ENTRANCE TRANSITION CURB _________________ _________________ Communities, LLC Sle. NTS 10' MAX. cL TO 36" MIN. FENCE POST Scale. NTS 54 State Street, Suite 802 36" MIN., 2" HARDWOOD FENCE POSTS, 1/4" Albany, NY 12207 w DRIVEN MIN. 16" INTO GROUND FILTER FABRIC TOP COURSE-NYSDOT ITEM NOTES: o w z 402.098302-9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, CONTROL JOINT a > w o SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE coN TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. 0 - � BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY CONCRETE JOINTS o Q = z F- TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 1 O m w cxfl Scale: NTS 6„ FINISHED GRADE, SEE PLAN 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. o m z co FOR CONDITION Q o o°�o o�°�o °O�O�' 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE o BINDER COURSE-NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER 1/4" RADIUS °���� 402.198902- 19F9 H.M.A., 80 o 0 0�0�o ° COURSE. w 0w �O o�o°j�o o�o° SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING - PAVEMENT(SEE PLAN) .�� EMBED FILTER CLOTH �O oho �o �o° BINDER(LIQUID ASPHALT) o MIN.6" INTO GROUND � °°'oc�o GRADE SHALL BE PG-64-22 AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. � ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY AND SHALL BE PAID BY THE CONTRACTOR. ° TO FENCE POSTS W/STAPLES � � � � o SECTION /��//�� � � / / COMPACTED GRAVEL- 4 COMMENCING PAVING OPERATIONS. MINIMUM PRIOR TO CONSTRUCTION SPECIFICATIONS: %X// NYSDOT TYPE 2 (SECT. ° CAST-IN-PLACE/SLIP FORM CONCRETE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL �// 304)COMPACTED TO 95% o o �o� CURB, SEE CONCRETE SPECS LISTED ON //��//��//�� �//�� � PAVEMENT TOP BINDER GRAVEL ° CONCRETE PAVING DETAIL. EITHER"T"OR"U"TYPE OR HARDWOOD. /�/�/�/�/X/��° STANDARD PROCTOR o 0 o�jo o�jo o` //��//��//��// /�N TYPE COURSE COURSE COURSE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. /�/�/�/�/ "i. MIRAFI 50OX GEOTEXTILE FENCE SHALL BE WOVEN WIRE U MAXIMUM MESH OPENING. PARKING 1-1/2 2" 8" COMPACTED GRAVEL(TO 95% 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SUBGRADE-COMPACTED TO LOT o 0 0 00 0 90% STANDARD PROCTOR STD. PROCTOR) NYSDOT SECT. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 304 SUBBASE TYPE 2 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. STANDARD 1-1/2" 3" 12" 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. ROADWAY 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. Ra COMPACTED OR UNDISTURBED 2 LT FENCE SUBGADE ASPHALT PAVEMENT 6" 7" 6" PROCTOR) (TO 90%STD. Scale: NTS MAX. 2 7 NOTE: Scale: NTS EXPANSION JOINTS SPACED ALONG CURB 10'O.C.MAX. W W W W W W W CONCRETE CURB CITY OF SARATOGA SPRINGS W W W W W W W W W W CONCRETE SPECIFICATIONS OF THE PLANNING BOARD 11 Scale: NTS W W W W W W W W W W W BROOM FINISH PERPENDICULAR TO WALK 4"CONCRETE-SEE THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL W W W CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE N o aO�o �o O o 6"X 6" NO 6 WOVEN WIRE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. MESH EXCEPT A.O.B.E. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING NOTES: 6"GRANULAR SUBBASE COURSE NYS NOTES: CHEMICALS SHALL MEET OR EXCEED THESE 1. CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. ��rll//��rl%�����// DOT SECT.304, TYPE 4 COMPACTED 2. CROSSWALK PAVEMENT MARKINGS SHALL BE TO 95% STANDARD PROCTOR CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE ¢ REFLECTIVE PREFORMED PERMANENT PAVEMENT 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE � � � SUBGRADE COMPACTED TO AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE(1)A LOW MARKING TAPE OR EPDXY PAVEMENT MARKING PAINT WITH OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. w 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 90%STANDARD PROCTOR WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR w REFLECTIVE SPHERES APPLIED TO THE WET PAINT PER 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR z NYSDOT SPECIFICATIONS. MORE, (4)PROPER FINISHING AFTER BLEED WATER HAS 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. EVAPORATED FROM THE SURFACE, (5)ADEQUATE DRAINAGE WITH A o SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 TEMPORARY STOCKPILE ( ) co Project Title.- NOTES: DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, 7 A MINIMUM 3 EXPANSION JOINT SPACING-20'-25'O.C. COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS,AND(8)A Scale: NTS CONTROL JOINT SPACING- 5'O.C. MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF Excelsior Park 8'MIN. CONCRETE NOMINAL CROSS SLOPE-1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.) CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO Apartments WASHOUT SIGN TOWARDS STREET OR A.O.B.E. MAX.SLOPE ALONG THE LENGTH OF THE FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE - CONCRETE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE &MA SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. WASHOUT STAPLES(2 PER BALE) MIN.OR AS ORDERED BY CITY ENGINEER EXC2ISIOr Avenue WOOD OR METAL TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED PEDESTRIAN CROSSWALK Saratoga Springs, NY 12866 a a a a 1 0 STRAW BALE STAKES (2 PER BALE) SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE 12 TYPE 1 "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD Scale: NTS 10 MIL PLASTIC TYPICAL PEDESTRIAN TRAFFIC LOADING DETAIL 1 LINING SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. N ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL 0 o GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA z SARATOGA SPRINGS RIGHT OF WAYS: SPRINGS PLANNING BOARD. O° O° 0 O° O° O° O°V J I �_15 L:��- 0 o 0 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND .11�_ F PROPERTY LINE. WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. a O O O O O O 10/16"O HOLE THROUGH 10 MIL PLASTIC o NOTE: 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. EMBEDMENT FLANGES LINING 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. O O O O O O OO (2 PER FLANGE) 1. WASHOUT AREA SHALL BE SIZED BY THE B B STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN OO OO OO OO OO OO OO SECTION A-A 0 0 0 0 0 DOME O O O O O O INTO GROUND CONCRETE CLEANOUT. DOME O 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 CONCRETE PAVEMENT FEET AT THE BOTTOM AND 2 FEET DEEP. 4 @o @o @o @o @o @o CONCRETE WASHOUT U Scale: NTS A Project No.: 2020047 4 Scale: NTS INLET GRATE 10/16"OHOLE THROUGH NOTES: INTERNAL EMBEDMENT Design: DRC 1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH PROPOSED PAVING EXISTING PAVING TO REMAIN EMBEDMENT FLANGES (2 PLAN-TILE FLANGE AT 3"C/C PER FLANGE) Drawn: KAC Ch'k'd: DRC OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM Date: 10/14/2020 Scale: NTS TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF PROPOSED TOP KEYED PAVEMENT TO BE FLUSH WITH SECTION B-B TRAPPING ALL PARTICLES NOT PASSING A NO.40 SIEVE. COURSE 12" EXISTING PAVEMENT TO REMAIN 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH 0 0 0 0 0 0 0 0 0 0 0 o Rev: Description: Date: STEEL FRAME FOR PROPOSED BINDER 1 1/2" MINIMUM DEEP KEY INTO 0 0 0 0 0 0 0 0 0 0 1 Townhouse Removal 1/21/2022 BAG REMOVAL FROM RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN 00 0 0 0 0 o NOTES: COURSE EXISTING PAVEMENT INLET HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE / TACK COAT TO BE APPLIED TO ° gog 000 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE 0 °S° 0 0 o SPECIFICATIONS. EXISTING PAVEMENT BEFORE 00 0 0 0 0 0 2. DO NOT SCALE DRAWINGS. REPLACED.A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF / o 0 0 0 0 0 0 0 0 0 a / / / / OVERLAY 0000 00000000 BAGS.ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE / / / / 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. o000000000000 INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED / / / / / o 0 0 0 0 0 0 0 0 0 0 0 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT of o 0 0` 0 0 0 0 oCo o+, 000 0000000 BAGS ACCORDING TO THE PLAN NOTES. 00 0 0 0 0 o WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. J o O O o O O O o O o O o O JO O JO •'- ° 000 °°° SEE ASPHALT o 0 0 0 0 0 0 o 0 00 0 o� oCo EXISTING BASE MATERIAL o °8° 000 ENGINEERED PLASTICS,INC. 1(800)682-2525 �)o armor ` �1 PAVEMENT DETAIL o� 0 0 0 0 0 0 0 300INTERNATIONAL DR.,SUITE 100 PHONE:(716)626-3626 0 0 0 0 0 o 0 0 0 0 0 0 0 0 �o o �o c WILLIAMSVILLE,NY FAX:1(800)769-4463 N o o� o o o o o o�o USA,14221 www.armor-tile.com Drawing Title 0 0 o DETAIL 1 Tactile Systems U (6 DETECTABLE WARNING E COMPACTED SUBGRADE 13 Site Details Scale: NTS yl Planning Board # a i NOTE: 20200735 & 20200736 THIS DETAIL IS FOR NEW BITUMINOUS =a o Drawing No. J m s _ PAVEMENT ADJACENT TO EXISTING Approval g o N ISOMETRIC VIEW INSTALLATION DETAIL BITUMINOUS PAVEMENT TO REMAIN. Approved under authority of a resolution adopted "a L 6.0 g �; by the Planning Board of the City of Saratoga Springs. CD W PAVEMENT KEY Chairperson �z INLET PROTECTION - FINISHED PAVED AREAS Scale: NTS Date Signed O .� acnLL Scale: NTS "NO PARKING"SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE) 3 3 VAN ACCESSIBLE SIGN TO MEET ANSI 0-2 L-6.1 L-6.1 1-1/2" NOMINAL DIAMETER SCHEDULE ¢ NOTES: O CENTERED ON SPACE UNLESS OTHERWISE SHOWN. STDS. SIGN SHALL NOT BE OBSCURED � Of BY A VEHICLE IN THIS SPACE. 80 STAINLESS STEEL PIPE,TYP. 11-01, CAST ALUMINUM FINIAL AND ROOF 0 n (SIGN A) 0 1 L 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE k4mm 2'-6" � 11'-0" � 2'-6" 4'-0" _ `L COORDINATED WITH THE CITY ELECTRICIAN AND The LA GROUP MAX POST SPACING, TYP. _ 7WELDTY.P. DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLORTEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 Landscape architecture&Engineering P.C. 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER4"WIDE PARKING 8"WEEP LOCATED ON THE TYPE PAYING CONNECTION CHARGES FROM NATIONAL GRID. People.Purpose.Puce. LINES UNDERSIDE OF EACH RAIL. THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS40 Long Alley p:518-587-8100 12"OFFSET FROM EACH SIDE LIGHT ONCE CONNECTED. o 5T TWIST LOCK FITTER Saratoga Springs f 518-587-0180 O O O O OF RAIL POST,TYP. (PROVIDE SMOOTH C; TRANSITION) 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND NY 12866 www.thelagroup.com L L BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS Unauthorized alteration or addition to this ELECTRONIC PHOTOCELL document is a violation of Section 7209 of the I FINISHED GRADE-CONCRETE � � WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: STREET SIDE PAVEMENT; SEE PLANS FOR THHN COPPER STRANDED NUMBER 6 COLORED RED, ( ) New York State Education Law. JOINTING INFORMATION WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. 4"-3" DIA.TAPERED POLE, .125 WALL ANSI a ° ° ° ° PROVIDE A SEPARATE HANDHOLE, SYNERTECH ©the LA Group 2017 STANDARD �� ° ° ° ° ao THICKNESS, 6063-T6 STRUCTURAL GRADE ° ° ° ° ° a ° SYN121212HH02, TO BE OWNED BY THE CITY FOR THE � ° ° ° _ _ = 0 0 0 0 0 0 0 = _ _ = 0 DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE ALUMINUM, POLE WELDED FOR SINGLE UNIT ACCESSIBLE ° ° CONSTRUCTION, BLACK FINISH Prepared for- SYMBOL a ° ° ° 000 17 00000 0 00000 00 000 0000000 00000 0 00000 0 0000o OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL(1)5/8 INCH COPPER GROUND ROD IN Beacon 717 76,775 III III III III III III III III III III HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO 0 0 0 0 o III III III III_ III POLE OR BOX PER NATIONAL GRIDS STANDARDS. IF Communities, LLC WITH 4R DIAGONALIP PAINTED ED III III _EPDXY GROUT OR HANDRAIL POST AND SET IN NON-SHRINK CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT 8'-0' TYP. 8'-0' TYP. WITH%"SEALANT, FINISH TO DRAIN. FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V ACCESS DOOR NOTES: CONCRETE WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: 54 State Street, Suite 802 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA PAVEMENT FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF PT-D650SRLED-5T-4AR22T5- Albany, NY 12207 RAMP LANDING MDL03-A-PEC/4214T4IBK SHALL NOT EXCEED 1:50 (2%) MAX.SLOPE 2% CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP 2. PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 REFER TO GRADING PLAN FOR SLOPE FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND �000� 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG.CODE). PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FOUR ANCHOR BOLTS AND ONE GROUND STUD. 5 ACCESSIBLE RAMP WITH HANDRAIL FUSEHOLDER WITH 5AMP FUSE, IN BASE OF EACH ACCESSIBLE PARKING LAYOUT Scale: NTS LAMP. RUN#12THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS 4"CHAMFER Scale: NTS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN _ V-5" BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED FINISHED GRADE DIRECTLY INTO CONCRETE BASE USING FENDER >i=i= ZINC PLATED ANCHOR BOLT WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH ��; ASSEMBLY PER MANUFACTURER'S THICKNESS, AND LOCK WASHERS. N i>; � NOTES: RECOMMENDATION ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED z � 2" PVC SCHEDULE 40 NO DIRECT BURIAL 17" DIA. BASE, 12"DIA BOLT q p THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA `�110° s. CIRCLE, DIAMOND PATTERN, �� �� GROUND ROD PER N.E.C. STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL � FOUR-"x 18"ANCHOR BOLTS a %0 SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS o , 4000 PSI CONCRETE BASE WITH s THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SONOTUBE FIBER FROM 20" DIA. '0 SIGNIFIES ACCESSIBILITY. UNDISTURBED SUBGRADE OR / vv\ v COMPACTED TO 90% STANDARD in M Yii� F.G. CONC. i✓Y�Y�; PROCTOR j HAND RAIL � SIDEWALK 20" o } 12",TYP. o a a DECORATIVE STREET LIGHT co � 8 Scale: NTS CHEEK WALL a i 9" BOLT CIRCLE REQUIRED, SET TO �a a MANUFACTURER'S TEMPLATE. R7,. �P F.G. CONC. SIDEWALK P. � Qa ��� o i DRAIN @ WASH TREAD TO LIGHT POLE AS PER LIGHTING 1 POURED CONCRETE BASE, 3000 PSI 1/4"/FT., TYP. SCHEDULE AND SPECIFICATIONS. �,' 00o i � LI CONCRETE, RUBBED FINISH. 3/4 x 32 x 4 GALVANIZED STEEL BOLTS AS _ a �'��° o o CONC. STAIR 1"CHAMFER PER MANFGS..SPECS.,4 REQ'D. i 0 0 0 0 0 0 0 0 i s i FOOTING, REMOVE SONOTUBE TO A ACCESSIBLE SYMBOL = 0 0 0 0 0 0 0 o U .''� oc oc 0 0 oc o0 0 r TYP.2 MINIMUM DEPTH OF 6" BELOW Scale: NTS a I Ada FINISHED GRADE II PROPOSED FINISHED GRADE. � � o ov,o 0 0 0 0 0 0 SEE NOTES TEXT LETTER APPROX.SIZE M.U.T.C.D. SEE NOTES FOR SIZE TYPE OF SIGN NO. THICKENED - i i —III- LL, III=1 SPECIFICATIONS RESER�Eo EDGE, TYP. o 0I z A SEE 12"x18" P4-6C < o fl COMPACTED SUB-GRADE. M.U.T.C.D. 1.5 S.F. �a 4 II IIIIIIIIIIIIIIIIIIIIIIIIIII a ClIIIII � -� -1il-lil liil-i a ° II=11I- III—III- CONDUIT, SEE SPECIFICATIONS. IIIII III III III III III III III =1i1=1 l I1=i —I�I- SEE WNW" STOP R1-1c IIIII �' iillil S' 0 M.U.T.C.D. 6.25 S.F. i - w i a iillliiilll iillliiillli illliiillliiill iiillliiil ~O I ° d IIII - 2'-0" DIA. Project Title. z w � GALVANIZED POST& P d - Excelsior Park U) BREAKAWAY HARDWARE DO NOT SEE WNW" - III GROUNDING ROD, 14' R315C D 0 M.U.T.C.D. 6.25S.F. LONG, TYPICAL Apartments APPROVED BY CITY ENTER TRAFFIC DEPARTMENT CONCRETE STAIRS LIGHT POLE BASE *MOUNTING HEIGHT SHALL BE 14' n Excelsior Avenue U) 6 Scale: NTS 9 Scale: NTS Saratoga Springs, NY 12866 w PIED. SEE WNW" CROSSING W5-1 C 0 E SYMBOL M.U.T.C.D. 6.25 S.F. z w '� BASE POST DRIVEN INTO LIGHT AS PER LIGHTING SCHEDULE AND V) GROUND (CONCRETE SPECIFICATIONS SHALL NOT BE USED) MYPARKING 12"x18" ELEVATION F v..- K-8559 FA"�'• SIGN.COM 1.5 S.F. NOTES: ROUND POLE 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC NO O CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE PARKNG SEE 12"x18" X-R7-1 z SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO G ANY M.U.T.C.D. 1.5 S.F. w Y HAND HOLE 3"X 5", FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS TAME LU 12"ABOVE BASE COVER AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL BOLLARD LIGHT AS PER LIGHTING _ CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. SCHEDULE AND SPECS 1 -1 N o POLE BASE AND BASE 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND SEE 12"x6" X-R7-8A N COVER FOR POLE MOUNTING HEIGHT. H ACCESSIBLE M.U.T.C.D. 0.5 S.F. ANCHOR BOLTS AND MOUNTING PLATE Project No.: 2020047 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS FACE OF PER MANUFACTURER REQUIREMENTS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET CURB Design: DRC THE LATEST RETROREFLECTIVITY REQUIREMENTS. FINISH GRADE, SEE PLANS.TOP OF FINISHED GRADE Drawn: KAC Ch'k'd: DRC NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. 14" i SCHEDULE TYP FOUNDATION 1" MAX.ABOVE FINISH Date: 10/14/2020 Scale: NTS GRADE IN PLANTED AREAS. 3 SIGN SCHEDULE I I I— 9 Rev: Description: Date: Scale: N #5 X 30 REBAR 4O.C.AT CORNERS TS IIII IIIII IIII IIII \ L-6.1 CONCRETE POLE BASE 1 Revised Per City Comments 4/14/2021 2 Townhouse Removal 1/21/2022 I I I I II ° ° III II II I I I II � � ° �� �I I 3 Revised Per City Comment 4/13/2022 M — OF JOINTS. STAGGER AND OVERLAP - 3 TIMBERS AT CORNERS. RUBBER PLAYGROUND 4000 PSI REINFORCED CONCRETE — a _ FOUNDATION. PROVIDE 4 #4 VERTICAL CHAMFER BOTH EDGES TILES a BARS EVENLY SPACED AND#3 HORIZ. III \ 01 = i = BARS 12"O.C., 2" MIN COVER ALL SIDES. IIII � o o IIIII IIII s 4' LONG 4 X 4 VERTICAL BRACE a Q o TIMBERS. PROVIDE CHAMFER ON V TOP 3 SIDES.SCREW TO III - N A ELECTRICAL CONDUIT SEE SPECS Drawing Title HORIZONTAL TIMBERS 20'O.C. MAX.10 AND AT CORNERS II 6"COMPACTED SUBBASE d_1- LIGHT POLE GROUNDING ROD (IF REQ'D), SEE Scale: NTS Site Details SPECS ¢, (2)611 X 6II TIMBERS AS SPECIFIED Planning Board # COMPACTED OR UNDISTURBED �— - COMPACT SUBGRADE UNDER w 1'_011 SUBGRADE 20200735 & 20200736 U TIMBERS + �- FILTER FABRIC =a N NOTE: I I LU 0 0 1. STAKEOUT LAYOUT OF EQUIPMENT Drawing No. J m s I I SCARIFY SUBGRADE TO MIN 4" Approval g o N AND SURFACING FOR OWNER 11 DEPTH PRIOR TO PLACING FABRIC JNn- APPROVAL PRIOR TO INSTALLATION. Approved under authority of a resolution adopted o�o BOLLARD LIGHT by the Planning Board of the City of Saratoga Springs. L-6. 1 CD EPLAYGROUND SURFACE AND EDGING 7 Chairperson 4 OM Scale: NTS Date Signed U LL Scale: NTS 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES,VARIETY OF TREES AND �! J GALV.TURNBUCKLE >1 PER CABLE o 0 SPACE SHRUBS AS INDICATED SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY } �1 ON PLANS STOCK."ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. kc4m)= - 1 CONTRACTOR RESPONSIBLE FOR KEEPING r- ^ ROOT FLARE SHALL BEAR SAME 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TREE PLUMB. IF STAKING, INSTALL 2"X2" r w O RELATIONSHIP TO FINISH TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB The LA GROUP SQ.OR 3" DIA. HARD OR SOFT WOOD ^' l.J GRADE AS IT BORE TO FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. Landscape Architecture&Engineering P.C. / STAKES, IN ACCORDANCE WITH THE c��� PREVIOUS EXISTING GRADE C..� 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE People.Pur SPECIFICATIONS. (3)STAKES REQUIRED pose.Puce. �w��' U Q FOR TREES GREATER THAN 2"CAL. 1 O Cu>' 0 3" DEPTH SHREDDED BARK PREMIUM QUALITY, APPEAR'FULL', OR'HEAVY'WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. 40 Long Alley p:518-587-8100 MULCH; PULL AWAY FROM PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. Saratoga Springs f 518-587-0180 O c,�' v ROOT FLARE. NY 12866 www.thelagroup.com 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO Unauthorized alteration or addition to this NEATLY WRAP ALL DECIDUOUS TRUNKS -CUT AND REMOVE BURLAP document is a violation of Section 7209 of the DE EMBER 1 TH FOR FALL PLANTING. PLANT KNOWN A FALL DI HAZARD HALL BED IN THE SPRING ONLY. C 5 0 G S 0 S G SS DUG S GO � l TO A HEIGHT OF THE SECOND LOWEST z_ I� FROM TOP 1l3 OF ROOT BALL New York State Education Law. Y/ BRANCH (FALL PLANTING ONLY) PLANT SHRUBS IN CONTINUOUS 6. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE BED OF SPECIFIED PLANTING DRAWINGS. ©the LA Group 2017 ROOT FLARE SHALL BEAR SAME SOIL / RELATIONSHIP TO FINISH GRADE AS IT 1 7. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL Prepared for. BORE TO EXISTING GRADE IN THE UNDISTURBED SUBGRADE SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, � NURSERY 12" FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. Beacon 3" DEPTH SHREDDED BARK MULCH; PULL MIN. Communities, LLC AWAY FROM TRUNK. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, CUT ROPE SURROUNDING BOTTOM OF INSECTS, INJURIES AND LATENT DEFECTS,AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF 54 State Street, Suite 802 BEFORE UNK AFTEMULCHIN 0 NOT REMOVE SHRUB PLANTING WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. Albany, NY 12207 BURLAP. 3 Scale: NTS 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. E EQ. 3" HT. PLANTING SOIL SAUCER, III oo COMPACTED 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE P.U. DRAWER 330 - DUNKIRK,MD 20754 USA � Each slat is precision- c t o r t a n e y Inc DR# 2004-329 machined to receive ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. V J TEL(30ll 855-8300-FAX(410)257-7579 ° PLANTING SOIL AS SPECIFIED 1 WEB SITE:http://wvw.victorstanley.com PG 1 OE 1 ° reinforcing spine and fasteners,CADD Department VIEWS 8 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE - 45' 6" NATIVE SOIL DRAINAGE MOUND, P R U D U C T S P E C I E I C A T I U N S DRAWN C.D.B. REV, 9/1/04 (2) The reinforcing bar is PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 0 MPACTED TO 92/o. (POORLY DRAINED ° inserted and the fasteners \ ° o are driven into precisely CLASSIC SERIES SOILS ONLY) located countersunk hales. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND ------ � The holes are covered with PERENNIALS. UNDISTURBED SUBGRADE C 138 Q) filler material, Z-0" Standard 6 Foot Length 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES(3")OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND MIN. 2nd Site Sy5teC95®%tS US Patent 05,660,907 For y RECYCLED SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER DECIDUOUS TREE PLANTING US,Patent H5,791,047 CUT SECTION HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK our convenience and economy this FRONT VIEW YS2nd SITE BROWN IN COLOR. Scale: NTS SYSTEMS 1 bench is shipped partially unassembled STEMS® 8'MAX. All fabricated components are steel shot- 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME.ALL PLANTS ARE SUBJECTED TO INSPECTION AT 1 CENTER ON POSTS blasted, etched, phosphatized, preheated Center-to-center distances DETAIL DELIVERY BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE. and electrostatically powder-coated are approximate.with TGIC polyester powder coatings. All UNDER VIEW specifications are (Variations in castings arise (DSlats are installed subject to change. from different rates of coolie ) in the same configuration �� 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT 9%" PERSPECTIVE Please contact factory g as wood slats. LIST, THE PLANTING PLAN SHALL GOVERN. 1 %" MONTAGE II RAIL for details. 3/8' x 3' solid steel center brace for(12) 2' x 3' x All dimensions additional support 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING (nominal) slats J'I�E VIEW PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE,WHICHEVER IS GREATER. MAINTENANCE are in Inches x POST SIZE VARIES WITH I INCLUDES PRUNING,WEEDING,WATERING, FERTILIZATION,AND RE-SEEDING AS NECESSARY. (SEE MONTAGE INDUSTR 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN VARIES POST-SIZING CHART) PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. WITH aew��Hour N o HEIGHT (Anchor bolts 15 Diameter not provided tubular steel 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY � by Victor cross bar Seat INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A 1" 16GA PICKET Stanley, Inc.) height WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. Clearance for 3/8' Note; anchor bolts x It is not recommended to locate anchor bolts until 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN bench is in place. All Victor Stanley, Inc. products Finished grade Copyri THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. x Ductile Iron castings come with must he permanently affixed to the ground. Consult Victor Stanley, Inc a 10 year warranty against breakage x your local codes for regulations. x All Rights Reserved 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS.ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S).TREES BRACKET OPTIONS SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 2"TYP. VICTOR STANLEY BENCH CITY STANDARD 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE = 3%"TYP. A EXCEEDING 90%OVER ANY 10 SQ. FT.AND BARE SPOTS NOT EXCEEDING 5"X5" �F Scale: NTS z Q -III p -III p 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL 2E 0 ACCEPTANCE TO THE CONTRACTOR. 15"Q13,000 PSI CONCRETE FOOTING I Project Title. SLOPE TOP 1/4 /FT. ON ALL POSTS, TYP. p 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY,VIGOROUS CONDITION FOR A U_ PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK,AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. Excelsior Park ~-UNDISTURBED SUBGRADE, TYP. +/-19-3/8 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR,AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN 1 II Apartments POWDER COATED BLACK STEEL I I I UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF BIKE RACK MODEL 4180-IG-P BY FENCE PANEL THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. BELSON OUTDOORS OR NOTE: APPROVED EQUAL Excelsior Avenue „ Saratoga Springs, NY 12866 1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS.SEE MONTAGE INDUSTRIAL, c, 24. GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSAS RULES FOR TESTING SEEDS FOR PURITY AND GERMINATION g AMERISTAR FENCE PRODUCTS SPECIFICATIONS FOR POST SIZING CHART AND DIMENSIONS. + TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION,AND 2. THIRD&FOURTH RAIL OPTIONAL. CONCRETE WALK EXPANSION JOINT I MAXIMUM PERCENTAGE OF WEED SEED,AS FOLLOWS: 3. AVAILABLE IN FLUSH BOTTOM. PROPORTION GERMINATION PURITY 3" (LATCH CLEARANCE) 2" (HINGE CLEARANCE) o COMMON NAME BY WEIGHT MINIMUM MINIMUM // ///// ///////;. ///// 4/- s ���� ��� ° 85% 95% AMERISTAR STANDARD 1 1/2" MONTAGE PLUS RAIL /°ACHOR ROD ii�i CREEPING RED FESCUE 50/° LEAF WIDTHS OR CHEWINGS FESCUE CONCRETE FOOTING COMPACTED KENTUCKY BLUEGRASS 25% 85% 90% SUBGRADE POST SIZE VARIES WITH HEIGHT NOTES: PERENNIAL RYE 25% 90% 90% VARIES (SEE MONTAGE PLUS NDUSTRIAL 1. VERIFY DIMENSIONS OF BICYCLE RACK&STAKE LOCATION WITH POST-SIZING CHART) PRIOR TO START OF FOOTING CONSTRUCTION&INSTALLATION 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND BASED ON HEIGHT 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS THE'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%.TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES SPECIFICATIONS LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED o VARIES GATE UPRIGHT 1 %"X 14 GA. BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, Project No.: 2020047 WITH Design: DRC HEIGHT BICYCLE RACK TOPSOIL SPECIFICATION: Drawn: KAC Ch'k'd: DRC Scale: NTS GRADATION: Date: 10/14/2020 Scale: NITS Rev: Description: Date: 3/4" X14 GA PICKET SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS 1 Townhouse Removal 1/21/2022 MIN. MAX. 2 Revised Per City Comment 4/13/2022 a #10 100 PH RANGE 5.2-7.0 3 2"TYP. 6-6„ #20 78 95 ORGANIC MATTER 4%-6% 31 16"TYP. 4" #40 67 87 MAGNESIUM 35LB. PER AC o w g WELD ON BOX HINGE #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC M o i. #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM 0 0 ° #270 22 55 N .002 2 7 Drawing Title 6'-�" PLANTING NOTES 7 Scale: NTS Site Details Q OBLIQUE SECTION Planning Board # al SINGLE GATE ARRANGEMENT NOTE: 1. POST SIZE DEPENDS ON FENCE HEIGHT,WEIGHT AND WIND LOADS.SEE NOTES: 20200735 & 20200736 MONTAGE PLUS POST SIZING CHART. 1.ANCHORED BY(2)3/4"STEEL RODS, 18" LONG o' I,o 2. SEE AMERISTAR GATE TABLE FOR STANDARD OUT TO OUTS.CUSTOM GATE 2. REINFORCED BY 4-3/8" DEFORMED#3 BARS Drawing No. Lu m o OPENINGS AVAILABLE FOR SPECIAL OUT TO OUT/LEAF WIDTHS. Approval <N O 3. ADDITIONAL STYLES OF GATE HARDWARE ARE AVAILABLE UPON REQUEST. 3.WEIGHT,APPROX.275 LBS. g N N Approved under authority of a resolution adopted o N a THIS COULD CHANGE THE LEAF&HINGE CLEARANCE. by the Planning Board of the City of Saratoga Springs. I _6. �Uv7 L 4. FOURTH RAIL OPTIONAL. Chairperson CO E W,Z 2 STEEL FENCE AND GATE 6 CONCRETE WHEEL STOP Date Signed o 'm acn.� LL Scale: NTS Scale: NTS 2'-6" SIDEWALK FINISHED GRADE FINISHED GRADE CLEAR OP'NING CAST IRON MANHOLE FRAME AND COVER- CAMBELL#1016 OR EQUAL, TOP SURFACE kc4m)= CURB ° se qg 0 a °8°o° �� 00 0 ° 08 qa Vb CHECKERED AND LABELED"SANITARY SEWER" o moo ooa°o O 0, oob0 ° ° Qg o0 WITH LIFTING NOTCHES&VENT HOLES AS `' 0.0 ° X °° ° °o �' REQUIRED. (FRAME TO BE SET PARALLEL TO The LA GROUP ROADWAY �� %i;%ram%�% mo ¢ o°---- !/,� �� AS REQ'D TO ADJUST CONE* 4' 8" C>°o O /CROSS AND LONGITUDINAL SLOPE OF TO FINISHED GRADE. EXTENSION S /j\ ° //\\%/\\\//\\ \\/\\//PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) Landscape architecture&Engineering P.C. USE PRECAST UNITS \//\\ \\ People.Purpose.Puce. x PRECAST CONCRETE GRADE RINGS 40 Lon Alley 518-587-8100 FINISHED GRAD /\\/\\ I //////////////////� 6"(MIN.)TO 20"(MAX.) NO CONCRETE g Y p' CURB BOX; MUELLER 5'-6"± MODEL ECCENTRIC z %/%\// a \\%/\\%\\j\\%�\j\\i BRICK SHIM COURSES Saratoga Springs f 518-587-0180 H-10314 (IN TURF) MODEL H-10334 (IN \\j\\j \/\\//\\/\\/\\/\\ DIY 12866 www.thelagroup.com NE CONCRETE WALK)(SIZE AS REQUIRED ������������������������������������������������������������\ SECTION BCD �A/\j o A�/A//�//�//�i PRECAST CONCRETE SECTIONS- z FOR 3/4" OR 1"SERVICE �/�/�/�/�/�/�/�/�/�/ �� �� �� �� �� �� �� �� �\ �� /V /j//j//j/ �� �� �� �� �� �� �� �� �� /AA/ VAA VAAVAAVAA 4,000 p.s.i.AT 28 DAYS,AIR- Unauthorized alteration or addition to this o ENTRAINED document is a violation of Section 7209 of the C z CURB STOP; MUELLER ORISEAL MODEL z REINFORCED PLASTIC NON-SLIP /�//�; ��//��//�\� New York State Education Law. H-15209 COMPRESSION, MODEL H-15219 STEPS PER NYSDOT 725-02.01 \\/\\/\ FOR SANITARY MANHOLE, JOINTS 3/4"COPPER TUBING � /\//\// i o (W/DRAIN)(SIZE AS REQUIRED FOR 3/4"OR o \\j\\j C? /\ \\ BUTYL SEALED (TYPE K) / // / O \/\ ©the LA Group 2017 rh 1"SERVICE) o \\ \\\\ N p FULL LENGTH OF PIPE RISER \\/\\\//\ \\/// FOR SANITARY MANHOLE, BOOT TYPE CENTERED ON SEWER LINE /\\/\\/ FLEXIBLE MEMBRANE SLEEVE FOR Prepared fora CORPORATION STOP WITH SECTION a �," COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY \j\\/\ 0 4'-0" I MIN.* PIPE TO MEET ASTM SPEC. NO.C-923 MUELLER H-15008 3/4" /\\ \\// (SHOP DRAWINGS REQ'D) Beacon 3/4" MIN, SIZE TYPE K 1.)ALL MANHOLES TO BE PLACED IN DER CIRCUMFERENTIAL Communities LLC COPPER PIPE z ANY TRAFFIC AREAS SHALL MEET / // /j °• v FOOT p REINFORCEMENT 0.12 sq. in. PER LIN. AASHTO HS20-44 WHEEL LOADING j/// 2 FT. MIN. �o WATER LINE REQUIREMENTS. \\j/\\\j/\ CO 54 State Street, Suite 802 � /\/\/ o a o 0 4000 PSI CONCRETE BENCHWALL FOR O \\ \/\ I SANITARY MANHOLE Albany, NY 12207 8" D.I.P SANITARY SEWER WATER SOLID CONC. (GRAVITY OR FORCEMAIN) SIZE AND LOCATION OF PIPES BEARING BLOCK OR OR STORM SEWER \\//\\//\\// AS SPECIFIED MAIN BOTTOM C.I. FOOT SECTION �// // o. o 0 0 TYPICAL WATER SERVICE CONNECTION *SEE NOTE *SEE NOTE �jj�/\ \\%jam%j�%�\\ 8""CRUSHED STONE-#1 OR#2 Scale: NTS / �/ // // ° G� oo° 0 0 / 1 ° ° ° �g o� 0 8 °�a8 NOMINAL SIZE °mo00 o °°° n° °° 0 08° �O° \�/�/ UNDISTURBED SUBGRADE OR ADDITIONAL 000000 0 o°' 88 C�o °o ° ° o °oZ 0 0.0. 0,'\\/ /A ao0 �'� °°°�°� ° /i.//i FOUNDATION STONE A.O.B.E. NOTES: SANITARY MANHOLE 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 Scale: NTS FINISHED GRADE 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 //�������j���j��������/��/��/��/��/��/ SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL 8"SEWER BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER EXCAVATION, MAIN � SEWER LATERAL SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILL, AND O BACKFILLING. u_ SLOPE: 2% MIN. (1/4" PER FOOT) COMPACTION REMOVE EXISTING END CAP AND 2. PARALLEL INSTALLATION THRUST BLOCK 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. EXISTING WATER SOLID SLEEVE M.J. COUPLING WITH 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A SERVICE RETAINER GLANDS PER CITY OF CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SARATOGA SPRINGS STANDARDS PIPE BEDDING NEW D.I.P.WATERLINE \ \\ \\ UNDISTURBED SUB-GRADE 3. CROSSINGS %\ / //\//\//\/ 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF \\ \\ \\ \\ THE WATER MAIN AND THE OUTSIDE OF THE SEWER.THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. o SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. o0�oa aD000 a°Q nOo�0 a�ao�GY�o�a a CRUSHED STONE \\ \\ \\\\\\ III�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIII PIPE BEDDING 2 CONNECTION TO EXISTING SEWER MAIN 5 UTILITY CROSSING DETAIL 8 CONNECTION TO EXISTING WATER MAIN Scale: NTS 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 \� GRADE PRIOR TO PLACEMENT OF NEW PVMT. JT. ��j\\j \\j\\� ITEM DEPTH MATERIAL METHOD OF CONCRETE THRUST 2'-6"MIN. LAWN RESTORATION PVMT. RESTORATION PLACEMENT %/ \, \�`" �` / \\"` BLOCK SCHEDULE PREFERRED AS FAR AS POSSIBLE TOPSOIL&SEED NEW. PVMT., SEE DETAIL 4,000\\//\�% / /` 4,000 P.S.I 2'-6" AS SPECIFIEDPIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL \/\ \/ / \\ \\ \\ PREFERRED # 1 &2 COMPACTION 1 %\\ /\��_ EXISTING FIRE HYDRANT 1'-6"M N. �\ \/� - / 6-0"MAX. Project Title. rbezi `77tPIPE ZONE BACKFILL 12 MIN. CRUSHED STONE / / //. /\\ O e /\\ LL1 /� (SARATOGA STD.MUELLER �, COVER COMPACTION "�A��\/jAA/jA /jAA�wA �V /w/ ��%�/�A�V�V/V //�" SUPER CENTURION A-423 W/ O FLUSH WITH Excelsior Park Oa 1 �O a A�VA/VA V�` �j,A V� II `A VAi,AAjA /A/� CO��C MECHANICAL A//A/ //� '`//V//V //` o 'V�/\ V/V//V//`/ 4"STORZ CONNECTION) ? ''� PAVEMENT FINAL TRENCH BACKFILL VARIES SEE NOTE \/\ \ \ \\ \\ \\ �\ \\i,�i�\' v 1� 1 \\/ \/�/, \ _ Q w w SUBBASE MAT'L.; COMPACTION //\ ��i _W1DZN BREAK FLANGE LOWEST w 0 I OR 1"REVEAL co \/ W PART OF BOLTS TO BE A - CURB IN TURF Apartments I i ��� a � � = REFER �� w - o � � SECTION A—A UNDISTURBED SOIL MIN. 1-1/2"ABOVE F.G. AREAS w W TO NEW PVMT. DETAIL FINISHED GRAD 0 D w w PLAN TYP. AND A MAX. 8"ABOVE �j\\j\� ��\ Excelsior Avenue D II II I I� o o O�Oo� II IIII I' BURIED METALLIC NOTES: � � IDENTIFICATION F.G. i\ Saratoga Springs, NY 12866 w 1. FINAL TRENCH BACKFILL o / 0 oa o o a°o 0 00 0'00°00 00 ° z z WARNING TAPE j w ° 0 `� = 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL °° ° o DO _ = FINAL TRENCH BACKFILL BE EXCAVATED MATERIAL WHEN DETERMINED / j ,� p;: �/ °° ° ° a 00 a a w X N z,�o (SEE NOTE) SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE j /A �A % �/ \� w /V/�/V/V/V/V/V/V/V /V/V/V/V/\ o — / VAA %� /� / //AAA/ ��/� � � ��� OoO� Oa PLACE 5 MIN. CUSHION IT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTOR // ///r//��/ i AA \ VA /� CO > _ °: c A VAVAAVAAVA` �iV// \i .� .� i ���,. z_ EXISTING ° ' MATERIAL ON TOP OF DENSITY SHALL BE 85 PERCENT. \ \\\ e\� >- EXISTING 6" 10 `;' _I 1.b. ;� ��'/�\//\\///// //� O VALVE BOX M.J. GATE o - IN IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE \ \ m o - STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY �/ _ //� I VALVE O to a4o " — PIPE ZONE BACKFILL VA \ /\ POLYETHELENE OR — /. O SHALL BE 95 PERCENT. ,/ Q\ //\\ \ �// // / //// ~ j\ BUILDING PAPER = 3/4"TIE ROD FOR 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL \ \ \ \ \ \ / THRUST RESTRAINT ONE O - 0 G 0 C / / / MIN.2 0 WIDE BY 2 / / / ° / \ \ \ \ \ \\i\\ \\ \\\\\i�\\` // / / / / / // /' / //� z\ \ \ - THICK INSULATED BOARD TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. �./�,/�.�� \ \\ \\\\ \\ \\ \\ � /\/� CRUSHED STONE w EACH SIDE)OR RETAINER TAPE AT ALL JOINTS COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS <\��\\//\//\\���\���// /%/%//,//i\///�//�//���/,\/�/.�///.�//% SIZE 1 AND 1A GLAND A.O.B.E. z WHERE INDICATED SHALL BE MECHANICALLY COMPACTED TO THE NOTE: RETAINING GLANDS ACCEPTABLE DRAIN � PIPE O.D.+I24" SATISFACTION OF THE ENGINEER. FOR USE AS APPROVED BY CITY PIPE ZONE BEDDING CONCRETE THRUST BLOCK.3,000 MIN. 3 TIMES. SHALL BE KEPT DRY AND DEWATERED AT ALL NOTES: ENGINEER. P (MAT'L p.s.i. NOT REQ'D IF R.G. OR TIE RODS ARE USED) %j' ° ' /]��\ BEDDING, PIPE ZONE PIPE TRENCH SECTION 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: �\ BACKFILL TYPICAL TO 3 PIPE TRENCH SECTION SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V±= LID (W+ I.D.)-I.D. TRENCH DETAIL REQ'D. 2"± PIPE PROJECTION THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY Project No.: 2020047 INTO MH, TYP. YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: Design: DRC Drawn: CIVIL Ch'k'd: DRC REQUIRED. V=VOLUME IN CUBIC YARDS 9 FIRE HYDRANT DETAIL L- LENGTH OF BLOCK IN FEET Date: 10/14/2020 Scale: NTS = 2. CONCRETE NOT TO OVERLAP ANY JOINT. D - DEPTH OF BLOCK IN FEET Scale: NTS Q Q Rev: Description: Date: PIPE WASH 2"± PER FOOT A 3 A 3 A 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH W=WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 1 Revised Per City Comments 4/14/2021 ® � � REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 2 Townhouse Removal 1/21/2022 CHANNEL DEPTH = 6. REQUIRED BEARING AREAS ARE BASED ON 0.8 PIPE I.D. _ %' cn 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 0 - Un a ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. + INVERT < B LARGER THAN 12" DIA.TO BE APPROVED BY CITY ENGINEER. (MEDIUM CLAY)WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 01 FORM SMOOTH CURVE o SAWED HALF PIPE—] CONCRETE BENCHWALL B IJ 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL 4,000 PSI MIN. THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH N UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST Drawing Title FORM SMOOTH OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS 1/2" PER CURVE REQUIRED BY THE ENGINEER. ALIGN 0.8 DEPTHS OF DIFFERENT FOOT(MIN.) Site Utility Details Q SIZE PIPES PITCH ACROSS MH REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS Planning Board # al INVERT IN 0.10'(MIN.)-2'-6"(MAX.) TEE 900 (1l4)BEND 450 (1/8) BEND 2-1/2° (1116) BEND 1-1/4° (1/32) BEND 20200735 & 20200736 PIPE SIZE AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS INVERT OUT INCHES SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. =,N 0.81.D. DxL DxL DxL DxL D x L M O Drawing No. LLNO 6 3.2 1.5x2.5 4.5 2.0x2.5 2•4 1.5x2.0 1.2 1.0x1.5 0.6 0.5x1.5 Approval UJ g O N STANDARD INVERT SECTION A-A SMOOTH DROP INVERT FILLET Approved under authority of a resolution adopted J N n- o ` 6.V 2) by the Planning Board of the City of Saratoga Springs. I MANHOLE BENCHWALL THRUST BLOCK DETAIL Date Signed Chairperson z 4 6 � U LL PIPE TRENCH SECTION Scale: NTS T-0" IN PAVEMENT LOCATIONS PROVIDE VALVE COVER LABELED "STORM" 3' EROSION CONTROL 4"SCH 40 PVC SCREW-IN CAP MATTING, BURY EDGING 6" The LA GROUP / Landscape Architecture&En ineerin P 9 9 P.C. ELEV.: 287.61 / � / � People.Purpose.Puce. ty . 14"SCH 40 PVC i 4. 40 Long Alley p:518-587-8100 DOT ITEM 620.03 LIGHT STONE FILL - w / 1 I11 11I 11 I1=11 Saratoga Springs f 518-587-0180 4"SCH 40 PVC N o / (IIIIIIIII 1- COUPLING 2"x12" PRESSURE I I I � / / I I I I I I I I I II II II I I I II II II I I I II II II I I I II II II I I L I I I= NY 12866 www.thelagroup.com TREATED TIMBER,CORRUGATED HDPE STORM- 4"TOPSOIL = � � / I I I SEWER PIPE; REFER TO 4"SCH 40 PVC SCREW-IN 4"SCH 40 PVC MIN.8' LENGTHS, SET II I I-I II= Unauthorized alteration or addition to this PLANS FOR SIZE&LENGTH CAP oo UNDISTURBED LEVEL ALONG TOP — j document is a violation of Section 7209 of the ii...ii„ii... -iii...ii MT -i.. ii-iii...ii BUFFER 111 -11-III (III II = New York State Education Law. PROPOSED FINISHED GRADE- 2 LONG#4 REBAR, IIIIIIIII (IIIIIIIIIIII-I I-III SEE PLANS M FOR LOCATING EROSION CONTROL BOTTOM OF z INSPECTION PORT CORE 4.5"O HOLE IN MATTING = 1 ©the LA Group 2017 ( - - DEPRESSION � GALVANIZED STEEL CHAMBER 4.5" IIIIII-III 11IIIII III o ii_ i% 4" PVC PIPE HOLE SAW REQ'D ELEV.: 286.61 FLARED END � ) 4 0 ,TYP. o SECTION NOTE: Prepared fora 0 1. LEVEL SPREADER SHALL BE CONSTRUCTED TO PROMOTE SHEET FLOW OVER LEVEL BERM Beacon Of i__ — ANY VALLEY TO UNDISTURBED BUFFER. HDPE FLARED END SECTION Q CHAMBER LOCATION 2. ENDS OF SPREADER SHALL BE TIED INTO HIGHER GROUND TO PREVENT FLOW AROUND Communities, LLC CONNECTION DETAIL SPREADER. 54 State Street, Suite 802 12" MIRAFI 160N FILTER MIN. FABRIC UNDER 12" HIGH EARTH BERM, PLACE Albany, NY 12207 FLARED END SECTION PERMANENT EROSION CONTROL & RIPRAP FABRIC OVER ALL DISTURBED NOTE: TIMBER, SEE AREAS OF BERM AS REQ'D.-10' MIN. 1. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. CROSS SECTION DIRECTION OF FLOW PLUNGE POOL DETAIL PLAN VIEW SECTION VIEW EXTEND BERM ELEV: 285.61 FLARED END SECTION DETAIL TO BE USED AT ALL OPEN PIPE ENDS INSPECTION PORT DETAIL INTO EXISTING GRADE 286.61 1 Scale: NTS � Scale: NTS LEVEL GRASS DEPRESSION — — — — — — — — — — — — — — — o STONE OUTLET APRON CULVERT LEVEL SPREADER ALLOW 2" FOR FINAL STORM SEWER PIPE CRUSHED STONE 30' ADJUSTMENT OF FRAME TO BE MORTARED IN NYSDOT TABLE 703-4 BICYCLE-SAFE FRAME TO BE PLACE TYPE 3 PLAN A HEAVY DUTY FRAME MORTARED TO TOP OF N\ AND GRATE 3�.. CATCH BASIN WITH NON-WOVEN GEOTEXTILE ALL ASPHALT PAVEMENT, SPECIFIED o"o _� _ AROUND CLEAN, CRUSHED, LEVEL SPREADER 0 0 00 NON-SHRINK GROUT °' ANGULAR STONE 0 0 0 0 000"o ALLOW 2" FOR FINAL 6" 6" MIN. I.D.** SUITABLE FILL AS SPECIFIED 7 00 0 0 0 0 Scale: NTS 00 0 o ADJUSTMENT OF FRAME 2'-6" 0o MIN. I.D.** = _ A * 1 8„ 30" MIN.SUMP IIIIIIIII , KNOCKOUT MIN ;..° ,� - PANEL EACH a a� a a a � 12"MIN SIDE a a a o A-A' B-B' IF I -1 _\_12"CRUSHED STONE ON o CIDB UNDISTURBED SUBGRADE 45" ~ SECTIONS 12" MIN CONCRETE-4000 PSI @ 28 DAYS MIN. N.T.S. li o # II IIIII - -III IIIIIIIII IIJ� 9"MIN. REINFORCMENT-6x6- 10/10WWM ALL �l�ii� -Ili- II1I'IIIIIIIIIIIIIIIII (III I� III -I -III,, �,II II III II II -III III II IIIIIIII ;ii IIIIII " � FOUR SIDES AND BOTTOM CONFORM TO Illiil IT III- III � � I I_� ,III. Ill ill- I, B /iy 6 ASTM STD.A-615) ( 6"MIN 77" 12"TYP END CAP MC-3500 NOTES: 1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. UNDISTURBED SUBGRADE 2 CATCH BASIN KNOCKOUT DETAIL 5 UNDERGROUND INFILTRATION CHAMBERS Scale: NTS Scale: NTS Protect Title.- CATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE-SAFE. COVER PIPE CONNECTION TO END CAP Excelsior Park CURB GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIM WITH NON-WOVEN GEOTEXTILE, 5'MIN. ELEV.AS INDICATED ON PLANS.CEMENT MORTAR ALL WIDE END CAP Apartments AROUND FRAME. f—PITCH a �Y _ I t r, _ Excelsior Avenue PRECAST CONCRETE GRADE AS REQUIRED; 3 00 CEMENT RINGS, MORTAR SHALL BE PLACED r = r Saratoga Springs, NY 12866 BETWEEN SECTIONS AND ON ENTIRE w ° oDO EXTERIOR - -0r 00J. Q Q c l'on � DIVERSION STRUCTURE A. 3 FLANGE FRAME&GRATE ALONG CURB CEMENT MORTAR ALL FRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL. AROUND FRAME GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. F.G. PAVEMENT PITCH -..* —PITCH HDPE ACCESS PIPE, SIZE AS NOTED. 2 LAYERS OF WOVEN GEOTEXTILE PRECAST CONCRETE GRADE AS REQUIRED; USE FACTORY PRE-CORED END � BETWEEN FOUNDATION STONE AND _ CEMENT RINGS, MORTAR SHALL BE PLACED CAPS. 00.1 ° BETWEEN SECTIONS AND ON ENTIRE CHAMBERS. S MIN.WIDE CONTINUOUS FABRIC o m EXTERIOR — _ — WITHOUT SEAMS 30" Project No.: 2020047 _ - REINFORCED PRECAST CONCRETE BARREL Design: DRC 4'-0"DIAM. g" 1 SECTIONS AS REQUIRED, MANUFACTURED IN Drawn: CML Ch'k'd: DRC ° ACCORDANCE WITH ASTM C478-85a 6 ISOLATOR ROW DETAIL Date: 10/14/2020 Scale: NTS ° ° SHIPLAP JOINT MADE WATERTIGHT WITH Scale: NTS Id BUTYL ROPE BETWEEN STRUCTURE Rev: Description: Date: SECTIONS APPLY BITUMASTIC JOINT 1 Revised Per City Comments 4/14/2021 w _ ° COMPOUND ALL AROUND AFTER ASSEMBLY 2 Townhouse Removal 1/21/2022 3 Revised Per City Comment 4/13/2022 PIPE SIZE& SELECT GRANULAR BACKFILL N INVERTS AS .4% INDICATED ON FLOW�� PLANS PIPE&SLOPE AS o PER PLAN(TYP) U o — �� 30"DEEP SUMP o oa I BOOT TYPE FLEXIBLE MEMBRANE SLEEVE N Q � ° = Drawing Title o - - ° ° ° ° - O° - REINFORCED PRECAST CONCRETE INTEGRAL Y b V` o oD�2, o °°`��b�°�g� �o WALL AND BASE SECTION T �o ° o� ° Site Utility Details y, ° �� ° = 12"CRUSHED STONE BASE Planning Board # a uT l l lI 1- � COMPACTED SUBGRADE 20200735 & 20200736 CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES oo ,N B.4 FLANGE FRAME&GRATE DEEPER THAN 4'; STEPS TO BE COPOLYMER Drawing No. "SJ N POLYPROPYLENE PLASTIC ENCAPSULATED#4 ASTM Approval N gNo o A615 GRADE 60 STEEL Approved under authority of a resolution adopted J N d 1 6•4 ■ g �; by the Planning Board of the City of Saratoga Springs. L CATCH BASIN DETAIL Chairperson o Z 3 Scale: NTS Date Signed 0- m_ a U) 70.23' (9 CHAMBERS LONG) .4 .4 kc4mml INSPECTION PORT(TYP.) The LA GROUP Landscape Architecture&Engineering P.C. Peope.Pur 1— pose.Puce. I HDPE MANIFOLD 40 Long Alley p:518-587-8100 I15"X 15" Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com I IA A A XI Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. � I `" DIVERSION ©the LA Group 2017 II STRUCTURE IPrepared for- Beacon Communities, LLC I J 54 State Street, Suite 802 Albany, NY 12207 18" HDPE 27 STORMTECH MC-3500 CHAMBERS PLACE MINIMUM 12.5'OF WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FOR ISOLATOR ROW SCOUR PROTECTION AT ALL CHAMBER INLET ROWS PROPOSED ELEVATIONS TOP OF STONE: 292.50' TOP OF CHAMBER: 291.50' 15"MANIFOLD INVERT: 289.70' 18" INVERT TO ISOLATOR ROW: 287.90' BOTTOM OF CHAMBER: 287.75' BOTTOM OF STONE: 287.00' 1 UNDERGROUND CHAMBERS 'SMP-2' Scale: NTS HEAVY DUTY FRAME&COVER ADJUST FRAME TO GRADE WITH 4"H (12"H MAX.)PRECAST REINFORCED CONCRETE GRADE EXTENSION RING FINISHED GRADE (AASHTO H2O-44 LIVE LOAD RATED& NON-SHRINKING CEMENT MORTAR 4.0' I.D. PRECAST REINFORCED CONCRETE STRUCTURE (AASHTO H2O-44 LIVE LOAD RATED) BUTYL ROPE SEALANT BETWEEN 30"0 OPENING 8„ PRECAST CONCRETE SECTIONS,TYP. INLET PIPE INV. =289.70 4.0' I.D. NON-SHRINKING CEMENT 6" MORTAR PLACED ALL ROUND PIPE,TYP. FLOW ISOLATOR FLOW Project Title.. ROW Excelsior Park Apartments Excelsior Avenue MANIFOLD INV. -289.70 Saratoga Springs, NY 12866 ISOLATOR ROW INV. =287.90 6" CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH 12"SUMP,TYP. 2 DIVERSION STRUCTURE 'DMH-1 ' Scale: NTS Project No.: 2020047 Design: DRC Drawn: CIVIL Ch'k'd: DRC Date: 10/14/2020 Scale: NTS Rev: Description: Date: 1 Revised Per City Comments 4/14/2021 2 Townhouse Removal 1/21/2022 a 0 o' J_ 0 Q U o o o o Drawing Title o U (6 N m N N Site Utility Details Planning Board # ai V 20200735 & 20200736 =a o Drawing No. U m o J O Approval N Q N o o Approved under authority of a resolution adopted J N d 1 6• ■ J g by the Planning Board of the City of Saratoga Springs. L m E Z Chairperson � Date Signed o ELu)