HomeMy WebLinkAbout20221084 172 Caroline Final Subdivision Plans As-Approved (4)CONSTRUCTION SPECIFICATIONS
SYMBOL 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
I 50'MIN. EXISTING 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE
PAVEMENT 3.
30 FOOT MINIMUM LENGTH WOULD APPLY).
6-MIN. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
EXISTING
GROUND -/ CLOTH PROFILE (OPTIONAL) BERM 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE
ENTRANCE TO SITE.
50'MIN.
5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING
OF STONE.
O'MIN.
EXISTING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON -
GROUND STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
12'IN. 12'MIN. EXISTING
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
PAVEM 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
- -FKLVLNI IRACKING OR FLOWM OF SEDIMENT -ONTO- PUBLIC RIGHTS---OF-VAY, ALL
PLAN VIEW SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY
O'MIN. MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
RAIN.
STABILIZED CONSTRUCTION ENTRANCE NTS
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APMWN%D: CITY OF SARATOGA SPRINGS, NEW YORK DWG N(
PLANNING BOARD 1/STANDARD
DATE
Stabilized Construction Entrance
ST-11
SYMBOL
WOVEN WIRE FENCE
(MIN. 14 1/2 GAUGE
10' MAX. C. TO C. W/ MAX. 6" MESH
SPACING)
/\ 36" MIN. LENGTH FENCE CONSTRUCTION SPECIFICATIONS
POSTS DRIVEN MIN. 16"
:..:. INTO GROUND.
- .. • •.. • - •- ' 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
_ HEIGHT OF FILTER OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
1 = 16" MIN. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
•Y W v Y. �• _ - FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
y WHO W W W /4141
IN. IN . W W W W W W W 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -
PERSPECTIVE VIEW LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIRAR 10OX, STABILINKA T14ON, OR APPROVED EQUIVALENT.
36" MIN. FENCE POST 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
WOVEN WIRE FENCE (MIN. 14
1/2 GAUGE W/ MAX. 6" MESH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
SPACING) WITH FILTER CLOTH 20"MIN. "BULGES" DEVELOP IN THE SILT FENCE.
FLOW
UNDISTURBED GROUND
COMPACTED SOIL -
EMBED FILTER CLOTH tfi"MIN.
A MIN. OF 6" IN GROUND.
SECTION VIEW
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 N
PLANNING BOARD DATE STANDARD DETAIL Silt Fence S T-1,
Concrete Waste
Management
SANDBAG -
10 mil PLASTIC LINING -
10 mil PLASTIC LINING
- STRAW BALE
WOOD FRAME SECURELY j
STAPLES
BINDING WIRE -•
FASTENED AROUND
(2 PER BALE)
ENTIRE PERIMETER
10 mil PLASTIC LINING
m
WITH TWO STAKES
WOODOR METAL \�
NATIVE MATERIAL
STAKES (2 R BALE)
_
(OPTIONAL)
BERM
�11or •-r
NOT TO SCALE
LATH AND NOT TO SCALE
FLAGGING ON
♦r
3 SIDES
TWO -STACKED
NOT TO SCALE
3m MINIMUM
-
2x12 ROUGH - 3m MINIMUM
�.
WOOD FRAME
3m MINIMUM STAKE
(TYP.)
❑ ❑
❑
B
B'
VARIES
STAKE
A
A'
(TYP-) VARIES
VARIES
O
Lij
1
10 mil PLASTIC LINING
STRAW BALE
SANDBAG -' ❑ ❑ ` O NOT TO SCALE 10 mil PLASTIC LINING � - (Typ.)
� llAtl TYPE "ABOVE GRADE" Rdtl
'0 mil PLASTIC LINING N0T TC -VALE BERM WITH WOOD PLANKS NOT TO SCALE
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
shall be disposesd of properly. PAINTED WHITE
2. Temporary concrete washout facilities shall be located a minimum of 15 m 50 ft from storm drain inlets, open drainage "cam" _ _-- BLACK LMERS
P rY ( ) P g WAFT 150 mm HEIGHT
facilities, and watercourses, unless determined infeasible by the RE. Each facility shall be located away from construction i " _ LAG SCREWS
traffic or access areas to prevent disturbance or tracking. + 915 mm (12.5 mm)
3. A sign shall be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper WOOD POST
915 mm (89 mm x 89 mm x 2.4 m)
facilities. The sign shall be installed as shown on the plans.
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 by washout operations. SIGN DETAIL
(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.
REMOVE
EXISTS •• •- ADD TREE ( Ina
ROOT CROWN SHOULD ALWAYS
REMAIN EXPOSED
FINISH • UNDISTURBED SUBGRADE'/
TREE PLANTING
NOTES:
FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY
PERCOLATE BEFORE PLANTING OR BACKFILLING
REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS
BEFORE AND DURING BACKFILLING
BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING
IN HEAVY CLAY OR USING STRUCTURAL SOILS)
BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE
ADDITIONAL FILL IS ADDED
REFER TO THE URBAN & COMMUNITY FOREST MASTER
PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT)
AND THE TREE SPECIES.
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLOWING INFORMATION, TO BE APPROVED BY THE
CITY OF SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR
COMMON NAME TRUNK DIA.
TOTAL QUANTITY SPACING
STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG
USE 3 STAKES FOR OVER 2" CAL.
2 STAKES- 2" CAL. & UNDER
REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER
MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE
BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS
LONG AS THIS DOES NOT DAMAGE THE ROOT BALL.
THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE
ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE
ROOT -BALL DIAMETER.
DETAIL
N.T.S.
NLV15LU I "AIL CITY OF SARATOGA SPRINGS, NEW YORK DWG N0
MJZ 3 20
STANDARD CONSTRUCTION DETAIL Tree P I a n t i n g L-1
AT LEAST 30' AT LEAST 25' I TREES UNDER SINGLE OR
t� BETWEEN BETWEEN BETWEEN TRIPLE PHASE UTILITY
LARGE TREES MEDIUM TREES SMALL TREES LINES MUST BE MATURE AT
30' TALL OR LESS
•
I I
15' FROM
STREET LIGHT 10' FROM 10' FROM 20' FROM
OR UTILITY POLE DRIVEWAY HYDRANT INTERSECTION
STREET TREES SHAL NOT BE PLANTED:
WITHIN 20' FROM THE CORNER OF AN INTERSECTING STREETS
WITHIN 35' IN FRONT OF A STOP SIGN
WITHIN 10' FROM HYDRANTS
WITHIN 15' FROM A UTILITY OR STREET LIGHT POLE
WITH IN 10' OF A DRIVEWAY
LARGE TREES (>50' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 30' APART
MEDIUM TREES (<35 TALL AT MATURITY) SHALL BE SPACED NO LESS THEN 25' APART
SMALL TREES (<30' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 20' APART
ALL PLANTING SPACES MUST BE APPROVED BY THE CITY ARBORIST
MINIMUM TREE SPACING DETAIL
N.T.S.
REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORK
DWG No
STANDARD CONSTRUCTION DETAIL Tree Spacing L-3
HEIGHT
TO CONFOR
TO CITY OF
SARATOGA
SPRINGS C(
8. O.C. MAX.
FENCE AS PER BRUCE
-ENCE "INDEPENDENCE"
DR APPROVED EQUAL
t%4" PRESSURE-
rREATED POST
SOLID WOOD FENCE
N.T.S.
NEL SIDING
HEIGHT
TO CONFORM
TO CITY OF
SARATOGA
SPRINGS CODE
U U \-4"x4" PRESSURE-
6' O.C. L TREATED POST
CHANNEL FENCE
MALLABLE BALL -TOP
1 3/8" TOP RAIL
GATE AND TERMINAL
TIE WIRE 12" O.C.-
POST - 2 1/2"
7 GA. ALUMINUM
STRETCHER BAR
LINE POST - 2" O.D.
(CONTINUOUS)
FABRIC - 11 GA. 2" MESH
STRETCHER BAR
LOCK RINGS - 12" O.C.
BANDS - 12" O.C.
CONC. FOOTING
3,000 p.s.i. 8' D.C. MAX.
TENSION WIRE
7 GA.
CHAIN LINK FENCE
N.T.S.
1x4 P.T. PINE
2" GAP (TYP))�
4x4 P.T.POST
6' O.C.
SHADOW FENCE
6" 2x4 P.T. TOP AND
BOTTOM RAILS
ALL FASTENERS TO
BE GALVANIZED
STEEL
N.T.S. N.I.S.
NOTE: MAXIMUM HEIGHT FOR ALL FENCES IN RESIDENTIAL ZONING DISTRICTS IS 6 ; 8' IN NON-RESIDENTIAL ZONING DISTRICTS.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG N0
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Screen Fencing F-1
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)
0 4"-3" DIA. TAPERED POLE
1 I .125 WALL THICKNESS
cv 6063-T6 STRUCTURAL
GRADE ALUMINUM
POLE WELDED FOR SINGLE
UNIT CONSTRUCTION
BLACK FINISH
ACCESS DOOR
17" DIA. BASE, .750 FLOOR THICKNESS
t 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-MDL03-A-PEC/4212T4/BK
SEE PAGE 2 OF 2
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4000 PSI CONCRETE BASE WITH -1
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1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
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AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.)
2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. LL_I
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THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED.
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3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE
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40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS
REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND
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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
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ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH _J
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 (Y
11)FUSEHOLDER,
FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR -
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BOOTS PART FRZ FS81 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE Q
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THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND
PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN z
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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
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OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER
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WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
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SEE PAGE 1 OF 2
A.
Y DANIEL C. WHEELER, LS
� S
CIA TES LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERICA CO.
76 WASHIINGTON STREET, SARATOGA SPRINGS, NY 12866
PHONE: (518) 587-1340
OWNER/DEVELOPER:
JAMES STOCKWELL
172 LAKE AVENUE
SARATOGA SPRINGS, NEW YORK 12866
PHONE (518) 926-9101
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
4:::)` :• A S• PLANNING BOARD PROHCT NO. 20221084
` TITLE: SUBDIVISION PLAN DETAILS
�'•O_ �- � _ter;
• �.".` SUBDIVISION OF LANDS OF
r ,k� JAMES STOCKWELL
LOCATION: DATE:
DANIEL C. WHEELER TONYA L.YASENCHAK CITY OF SARATOGA SPRINGS DECEMBER 4, 2023
P.L.S. LIC. NO. 50,137 P.E LIC. NO. 085460 (INSIDE DISTRICT)
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED A,, 1.-g SARATOGA COUNTY, NEW YORK
B P ANPJING B D OF THE CITY OF SARATOGA SPRINGS.
SCALE:
CHAIRPERSON 1 INCH e 10 FEET
DATE SIGNED �,' L 7 Z 4 SHEET 3B