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Home My WebLink About20230273 Bishop Subdivision 223 Maple Plans As-Approved (3)CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4"-3" DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR ------FOUR DIA. BASE, FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD (SEE PG. 2 OF 2 FOR FOUNDATION STREET DETAILS) PHOTOCELL 17" DIA. BASE, 12" DIA. BOLT CIRCLE, DIAMOND PATTERN, FOUR 1/2" x 18" ANCHOR BOLTS ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5-M DL03-A-PEC/4212T4/BK SEE PAGE 2 OF 2 O N _ Losz I C� F- Ld z x o O J w U 0 U) z � o O Z a, LL W o J 0 E-+ Q O �1 _� J (n Qww N � > o O� W (' Q In O _ IE--I Q U I- �■,� cl) 0 O W L` A Q W d z J QQ � LLJ z o z J < Z 0 Q a W (n J LLJ G� LIJ C/) A W 7 O a d SEE PG. 1 OF 2 FOR FIXTURE & POLE DETAILS Cf) z O N z o CD w J 2 x q LLI J 000 z O F 4- 3/4" CHAMFER Q w FINISHED GRADE 4- ZINC PLATED ANCHOR BOLT z U) ASSEMBLY PER MANUFACTURER'S 0 C1- CV RECOMMENDATION 2" PVC SCHEDULE 40 O N NO DIRECT BURIAL LL I --I o GROUND ROD PER N.E.C. a 0 W J 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. O Z 0- UNDISTURBED SUBGRADE J OR COMPACTED TO 90% Q O STANDARD PROCTOR 0 c 20„ OLL Q11 J (n U �Q NOTES: Q o 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN O } AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) E 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. ✓-Z 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE _ 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS CD V) REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE O ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH IJ LL COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT U-) FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR T A BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q Q'+ THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN NEB -AA FUSEHOLDER WITH 5 AMP FUSE, IN z J Ot�l BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO - TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE H LLI OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER Lu WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. Z r- � Z Q C\J 0 Q a C11 LLJ cn � Ln J Ld t� Li., V) A W O w SEE PAGE 1 OF 2 CONSTRUCTION SPECIFICATIONS SYMBOL 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SYMBOL I 50'MIN. I EXISTING 3• PAVEMENT I 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). WOVEN14 1/2 GOUGE WIRE FENCE N--FN (MIN. 6 MIN. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 10' MAX. CT. C. W/ MAX. 6 MESH EXISTING FILTER -J MOUNTABLE BERM 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT GROUND CLOTH PROFILE (OPTIONAL) POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE /\ 36" MIN. LENGTH FENCE CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. PosTS DRIVEN MIN. 16" 50'MIN. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING INTO GROUND. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES MIN. F OF STONE. - - OR STAPLES. POSTS SHALL BE STEEL EITHER i OR "U" TYPE OR HARDWOOD. EXISTING 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- HEIGHT OF FILTER _ 'MIN. 16 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE GROUND - STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS a v a FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. J� IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. Oyi. ` 8" MIN. + +. �• J " �, W V, W / FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. OF OTHER THEY SHALL BE OVER- 12'r IN. 1 f I 12'MIN. EXISTING PAVEMENT 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL W W 3. WHEN TWO SECTIONS FILTER CLOTH ADJOIN EACH LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBDC RIGHTS -OF -WAY PERSPECTIVE VIEW MIRAR 1DOX, STABILINKA T14ON, OR APPROVED EQUIVALENT. PLAN VIEW 10' MIN. MUST BE REMOVED IMMEDIATELY. 36" MIN. FENCE POST -� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EOUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH WOVEN WIRE FENCE (MIN. 14 STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DE)ACE. 1/2 GOUGE W/ MAX. 6" MESH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT FENCE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SPACING) WITH FILTER CLOTH 120"MIN. RAIN. �= - � UNDISTURBED GROUND COMPACTED SOIL - EMBED FILTER CLOTH i6"MIN. A MIN. OF 6" IN GROUND. 49-- SECTION VIEW SILT FENCE N. T. S. BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG Nc PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13 STABILIZED CONSTRUCTION ENTRANCE NTS BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. APP7kdTED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No PLANNING BOARD 1/STANDARD DATE Stabilized Construction Entrance ST-11 EXISTING WATER LINE W EXISTING 10" SEWER LINE i Helen S. Cheltowski and H. Case Simpson -°-° ° ° Dennis W. King 5 ° 00 P491 ANGLE IRON \ Bk 14 0 STONE WALL � 4' HIGH N 1 /2"IR. N29'S9_'S5'E 151.20' _ _\ - - 50.00, (p 101.20 - I I U - - -- 01co 10' 25.0' MIN.REAR S •�0 G STONET. WALL G LAWN Lot 2 413 s.f. o 'cr�0.147 cc. P oQ Y a LLl ccI m I - - - - - -I I EXISTING CONC. 0� r N 11RIVFWAY I`.:�.-r�?r:-;::-::-r�::::-;::-r::�:-:;:�i:.:_::�:::;:�r:.:-::_:r:-::�:`:=:`::--:'i::'r:::rr:`•::'?r:r::'•r�:rr`'rrr:�:�::�:.:.:-::� I .r (. I I P , Maple Concrete Waste Management SANDBAG - 10 mil PLASTIC LINING � 10 mil PLASTIC LINING � STRAW BALE WOOD FRAME SECURELY STAPLES BINDING WIRE - FASTENED AROUND (2 PER BALE) ENTIRE PERIMETER -�e 10 mil PLASTIC LINING 1 m WITH TWO STAKES � WOOD OR METAL � NATIVE MATERIAL STAKES (2 PER BALE) (OPTIONAL) BERM SECTION SECTION A --A' NOT TO SCALE LATH AND NOT TO SCALE FLAGGING ON SECTION B-B' 3 SIDES � TWO -STACKED NOT TO SCALE 3m MINIMUM 2x12 ROUGH 3m MINIMUM --------- WOOD FRAME 3m MINIMUM STAKE ❑ ❑ ❑ ❑ , (TYP.) B B' _0 O B B. VARIES STAKE O A A' - (TYP.) VARIES VARIES I( 10 mil PLASTIC LINING PL6tl ' (� ❑ ❑ ❑ \OT TO SCALE ._ STRAW BALE SANDBAG 10 mil PLASTIC LINING - -• (TYp.) PLetl TYPE "ABOVE GRADE" NOT TO SCALE 10 mil PLASTIC LINING NOT TO SCALE BERM WITH WOOD PLANKS TYPE 'BELOW GRADE" TYPE "ABOVE GRADE" NOTES: WITH STRAW BALES 1. Residue from saw cutting, coring, and grinding operations shall be picked up by means of a vacuum device. Residue shall PLYWOOD not be allowed to flow across the pavement and shall not be left on the surface of the pavement. Vacuumed slurry residue -1200 mm x 610 mm m I9 PAINTED WHITE shall be disposesd of properly. , , , , I I CONCRETE I i BLACK LETTERS 2. Temporary concrete washout facilities shall be located a minimum of 15 m (50 ft) from storm drain inlets, open drainage I : WASHOUT I, _ -150 mm HEIGHT facilities, and watercourses, unless determined infeasible by the RE. Each facility shall be located away from construction tr 1.1 I. -----LAG SCREWS traffic or access areas to prevent disturbance or tracking. 915 mm t12.s mm) 3. A sign shall be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper (89 POST facilities. The sign shall be installed as shown on the plans. 91s mm (as mm x 89 mm x 2.a m) 4. Temporary concrete washout facilities shall be constructed above grade or below grade at the option of the Contractor. Temporary concrete washout facilities shall be constructed and maintained in sufficient quantity and size to contain all liquid CONCRETE WASHOUT and concrete waste generated b washout operations. SIGN DETAIL 9 Y P (OR EQUIVALENT) 5. Perform washout of concrete mixers, delivery trucks, and other delivery systems in designated areas only. 6. Wash concrete only from mixer chutes into approved concrete washout facility. Washout may be collected in an impermeable bag or other impermeable containment devices for disposal. 7. Once concrete wastes are washed into the designated area and allowed to harden, the concrete shall be broken up, removed, and disposed of properly, 8. Plastic lining material shall be a minimum of 10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. Liner seams shall be installed in accordance with manufacturers' recommendations. 9. Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be backfilled and repaired. 10. Existing facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full. 11. Staw bales must be TRPA approved or straw wattles may be used. Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole overhead wires -/-�-/-7- wood fence Deed Reference: Todd K. Bishop and Linda Martelli-Bishop Inst. #2014038259 Map Reference: "Subdivision of Lands of Dee Properties, LLC" prepared by Tommell and Associates filed 1 1 /6/08 as Map #D447A-D.