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HomeMy WebLinkAbout20230267 78 Church Site Plan Plans As-Approved (8)0 10 3 o U m N Z O<N.i H I N o - N N x N N 0] F- N 2 <,- SEE PLANS FOR CONDITION FINISHED GRADE NOTE: EXPANSION JOINTS LOCATED ALONG CURB 10" O.C. MAX. CONCRETE CURB Scale: NTS 1/2" RAD SEE PLANS FOR CONDITI NOTE: EXPANSION JOINTS SPA ALONG CURB 10' O.C. Mi FLUSH CONCRETE CURB Scale: NTS E:Y�Z�t�Ci tl�ll�I1�1 3/4" PREMOLDED EXPANSION JOINT 6" in 1/4" RADIUS SEE PLANS FOR CONDITION r, %. ,o iP ri' ..;�`. POURED -IN -PLACE CONCRETE CURB GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 1/2" RADIUS WITH 1/2" REVEAL UNLESS OTHERWISE NOTED PROVIDE 1/4" EXPANSION JOINT IF INTERFACE WITH CONCRETE PAVING. ADJACENT PAVEMENT, SEE PLANS. CAST-IN-PLACE/SLIP FORM CONCRETE CURB, NYS DOT CLASS J COMPACTED GRAVEL (TO 95% STD. PROCTOR) NYSDOT SECT. 304 SUBBASE TYPE 2 COMPACTED OR UNDISTURBED SUBGRADE (TO 90% STD. PROCTOR) PRESSED DOME DECORATIVE POST CAP, TYP. FLAT TOP PICKET, TYP. (2)1" TOP RAILS, TYP. 3/4" SQ. PICKET SQ. POST, SIZE AS RECOMMENDED BY MANUFACTURER, TYP. '(1) 14" BOTTOM RAIL, TYP. -FINISHED GRADE, TYP. 18" TYP. FOR ALL GATE AND CORNER POSTS NOTES: 1. DELEGATED DESIGN ITEM. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FENCE AND GATES FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR TO FABRICATION AS SPECIFIED 2. BASIS OF DESIGN SHALL BE AEGIS PLUS, GENESIS, BY AMERISTAR FENCE. 3. BASIS OF DESIGN FOR ALL PEDESTRIAN AND VEHICULAR GATES IS AEGIS PLUS, GENESIS BY AMERISTAR FENCE. 4. 22-FOOT WIDE VEHICULAR SWING GATE SHALL BE A 3 RAIL, COMMERCIAL STRENGTH WELDED STEEL GATE, DOUBLE GATE ARRANGEMENT, PER AEGIS PLUS, GENESIS BY AMERISTAR. GATE SHALL HAVE AN "OVERALL OUT -TO -OUT" DIMENSION OF 22'-0". 5. 6-FOOT PEDESTRIAN GATE SHALL BE A 3 RAIL, COMMERCIAL STRENGTH WELDED STEEL GATE, SINGLE GATE ARRANGEMENT, PER AEGIS PLUS, GENESIS BY AMERISTAR. GATE SHALL HAVE A STANDARD LEAF WIDTH OF 6-0", DECORATIVE METAL FENCE Scale: NTS CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TAPER CURB (AS NECESSARY) EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT IUS 5' COMMERCIAL DROP CURB ENTRANCE Scale: NTS CONCRETE APRON SEE CONCRETE SPECIFICATIONS r—TURF 6" CONCRETE CURB TRANSITION CURB G BOTH SIDES M\N 22 OP�N�N :�1-11/2" REVEAL STREET -WARPED PAVEMENT AREA (TYP. BOTH SIDES) CONCRETE BASE TO BE FLUSH IN ALL SIDEWALK AREAS PROVIDE EXPANSION JOINT. FINISHED GRADE SIDEWALK AREAS LIGHT POLE BASE Scale: NTS LIGHT POLE AS PER SPECIFICATIONS AND LIGHTING PLAN ANCHOR AS PER MANUFACTURER'S RECOMMENDATIONS 1" CHAMFER IN ALL LAWN OR PLANT BED AREAS FINISHED GRADE LAWN AREAS REMOVE SONOTUBE TO A MINIMUM DEOTH OF 6" BELOW PROPOSED FINISHED GRADE CONDUIT, BY OTHERS SEE SPECIFICATIONS ANCHOR BOLTS AS PER MANUFACTURER'S RECOMMENDATION POURED CONCRETE BASE, 300 PSI 6" COMPACTED GRAVEL BASE COMPACTED SUBGRADE GROUND ROD, AS PER MANUFACTURER'S RECOMMENDATION CAST ALUMINUM FINIAL AND Z r1) N ROOF SAME FINISH AS POLE U) o O BROADWAY: 6ARC22T5-MDLO3 LED: 96 WATT Z p a OFF BROADWAY - INNER DISTRICT: 3ARC22T5-MDL03 LED: 53 WATT Z W 2200 COLOR TEMPERATURE, TYPE Q O W 5 DISTRIBUTION, 120-277 VOLT {- DIMMABLE DRIVER Q I o ACRYLIC ACORN LENS � w -a- 5T TWIST LOCK FITTER Q 0 Z � DRIVER COMPARTMENT ees W Of1 ELECTRONIC PHOTOCELL LJ (STREET SIDE) Q <Z Q) M U W z 0 - �r I C1 1­-0 a 0 o z 0 4" DIA. FLUTED POLE W J .125 WALL THICKNESS �_ 6061-T6 STRUCTURAL Q w GRADE ALUMINUM z N p POLE WELDED FOR SINGLE 0 UNIT CONSTRUCTION O o W z z VERDE GREEN FINISH Q ��-+ Q W J J� W ACCESS DOOR F- O 0 U 17" DIA. BASE, .750 FLOOR THICKNESS 11!� q FOUR ANCHOR BOLTS AND ONE GROUND STUD (SEE PG, 2 OF 2 FOR FOUNDATION DETAILS) STREET Q Q o PHOTOCELL Z z_ 17" DIA. BASE, 12" DIA. BOLT �-CIRCLE, o Z DIAMOND PATTERN, FOUR 1/2" x 18" ANCHOR BOLTSCD z ACCESS DOOR co U w � � CATALOG NUMBERS: - BROADWAY: Q A PT-A850SRLED-5T-6ARC22T5-MDL03-A-PEC/421OFP4/VG 1--- >w O OFF BROADWAY (INNER DISTRICT): - PT-A850SRLED-5T-3ARC22T5-MDL03-A-PEC 421OFP4 VG SEE PAGE 2 OF 2 HISTORIC LIGHT DETAIL Scale: NTS �BY OTHERS GREEN ROOF SECTION Scale: NTS 'LANTING 3.5" ENGINEERED SOIL, ?INCOBLEND E OR \PPROVED EQUAL FILTER SHEET SF )RAINAGE LAYER, -LORADRAIN FD 25-E OR 4PPROVED EQUAL PROTECTION MATT SSM 45 ROOT BARRIER WSF 40 3Y OTHERS NSULATION NATERPROOF MEMBRANE ROOF STRUCTURE ROOF DRAIN z SEE PG. 1 OF 2 FOR FIXTURE (n o & POLE DETAILS CD f- N z � d Q F- d 0 Z W -�- 3/4" CHAMFER 7D FINISHED GRADE Q y ZINC PLATED ANCHOR BOLT LL- - ASSEMBLY PER MANUFACTURER'S J d� �\ RECOMMENDATION N E Z - 2" PVC SCHEDULE 40 Q N oNO DIRECT BURIAL EL — GROUND ROD PER N.E.C. a + 4000 PSI CONCRETE BASE WITH ~ m SONOTUBE FIBER FORM 20" DIA. U UNDISTURBED SUBGRADE W O 0 . OR COMPACTED TO 90% > STANDARD PROCTOR E, Z _ W NOTES: Q z �o 1, INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) if Z THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. CD ram,,, `"C THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. -� Z ✓-' 0 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE Q = ►- a 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS CD REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND W GREEN, LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH —i SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE OE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE, WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX U PER NATIONAL GRID's STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT 'n FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR A BOOTS PART FRZ FSBI IN HANDHOLE FOR FUSING THE POWER WIRE, IF CONNECTING MORE '2 C1: THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND ( <C PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN J BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO Q TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE Q OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER 0 Z WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. .. i` = Q Z J Q Q V) >" U W c A 0 � (n a SEE PAGE 1 OF 2 HISTORIC LIGHT POLE BASE Scale: NTS GREEN ROOF LAYOUT Scale: NTS Planning Board # 20230267 Approval 2- 12. / Z Mh ed un r authority of a resolution adopted PI ofthe City of Saratoga Springs. rhnirperson Date Signed n The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared fora Spring City Development Group 18 Division Street Suite 401 Saratoga Springs, NY 12866 Project Title: 78 Church Street Redevelopment 78 Church Street Saratoga Springs, NY 12866 Project No.: 2022062 Design: MCB Drawn: MCB Ch'k'd: DRC Date: 10/13/23 Scale: NITS Rev: Description: Date: 1 COMMENT RESPONSES 11/9/2023 2 PLAN REVISIONS 2/13/2024 Drawing Title Site Details Drawing No, L-5.1