HomeMy WebLinkAbout20221084 172 Caroline Final Subdivision Plans As-Approved (5)SAWCUT LINE - SEE DETAIL SS-6
SEE PAVEMENT SECTION DETAIL SS-5�
ORIGINAL ASPHALT
12
WEARING COURSE(S)
IN PVMT
IN TURF
PAVEMENT
STRUCTURAL
BASE COURSE
(SEE NOTE 3) 6•
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SECTION
•
SUBBASE COURSE 12'
A.O.B.E. (SEE NOTE 4)
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ORIGINAL SUBBASE COURSE o
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1
OUTSIDE CROWN
PIPE SPRINGLINE
BOTTOM O.D.
I.D. + 3' MAX.
R01r�00
1. STREET OPENING PERMIT IS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE
OR
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING
1" SIEVE, 0-15% PASSING 1/2" SIEVE.
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDITIONS.
PIPE TRENCH - SECTION
TRENCH WALLS LAID BACK PER OSHA REQ'MTS
OR SHEETING A.O.B.E.
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
BORROW: WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK,
MAX. 1-1/2" SIZE, NOT MORE THAN
20% BY WEIGHT PASSING #200
SIEVE.OR NATIVE MATERIAL, A.O.B.E.
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
PIPE ZONE BACKFILL - GRADATION SHALL BE:
w "WELL GRADED SAND WITH 3/4" MAX. PARTICLE
i SIZE AND NOT MORE THAN 10% PASSING #200
t SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
W PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.S. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
(SEE NOTE 2)
--UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2" SIEVE - PASS 100% BY WEIGHT
1-3/4" SIEVE - PASS 95-100% BY WEIGHT
3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45%
#40 SIEVE - PASS 10-25%
#100 SIEVE - PASS 3-12%
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
N.Y.S. DOT STD. 304, TYPE 2.
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Pipe Trench SS-6A
EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR
TAPPING SADDLE CONNECTION EASEMENT LIMIT
TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D
NEW SEWER MAIN CONSTRUCTION:
45- OR 60- WYE OR TEE/WYE 2"x 4" x 24" PRESSURE TREATED
TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL
FLAGGED WITH FLOURESCENT COLORED
SURVEY RIBBON FOR EASY IDENTIFICATION
SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY -
6" MIN. SDR 35 PVC MIN. SCH. 40 PVC
CITY PROPERTY PRIVATE PROPERTY
SANITARY SEWER SERVICE - PLAN
N.T.S.
3"t
FINISHED GRADE_ REVEAL n
... 10% MAX.AS r
.D
PIPE BEDDING AS REV
I,
SANITARY
•
NU I LJ:
1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY.
2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAILSanitary Sewer Service SA-3
1 4" CLEANOUT PLUG
1 _ _
4-(MIN.)
3-(MIN.) FINAL GRADE ` "
f} IF NO INSIDE CLEANOUT: " I
4" WITH RISER TO GRADE fj1
CONNECTI N
TO PUBLIC SEWER
M2% (1/4 INCH/FT)
(MIN. SLOPE)
(SEE DETAIL SA-3) I ZT
APPROVED SLEEVE THROUGH
5'
IF A BUILDING TRAP IS REQUIRED:
FRESH AIR INLET (3" MIN.)
2'(MAX.) 4'(MAX.)
(PLUS BACKWATER VALVE)
4" CLEANOUT PLUG(S)
UBUILDING DRAIN
IF REQUIRED: IF REQUIRED (SEE NOTE):
APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
FLOOR
of FOOTING
6" BUILDING SEWER(TYP.) - No 4" BUILDING DRAIN(TYP.)
NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
CODE FOR ADDITIONAL INFORMATION.
BUILDING DRAIN LAYOUT N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7
CURB BOX
MUELLER 5'6" t MODEL H-10314 (IN TURF)
Z
MODEL H-10334 IN CONCRETE WALK)
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
0
In
CORPORATION STOP WITH 1
CURB STOP
COMPRESSION FITTING n
MUELLER ORISEAL MODEL H-15209 COMPRESSION
MUELLER H-15008
MODEL H-15219 (W/ DRAIN)
3/4" OR 1" - SIZE AS REQUIRED
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
TEMPORARY CAP OR PLUG
(AS NECESSARY)
3/4" MIN. SIZE TYPE K
451'
COPPER PIPE
OR SIZE AS REQUIRED
WATER MAIN
3/4" OR 1" COPPER TUBING (TYPE K)
SOLID CONC. BEARING BLOCK
(SIZE AS REQUIRED)
OR C.I. FOOT
NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
WATER SERVICE
N.T.S.
APPROVED:
1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Water Service W-2
BROOM FINISH PERPENDICULAR TO WALK
4" CONCRETE - SEE CONCRETE
TIE
SPECIFICATIONS - DWG. SS-7
b 6" X 6" NO. 6/6 WOVEN WIRE MESH
EXCEPT A.O.B.E.
Q 6" GRANULAR SUBBASE COURSE
\ \\ NYS DOT SECT. 304, TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
NOTES: SUBGRADE COMPACTED TO
EXPANSION JOINT SPACING - /i//i�/��///�\ 90% STANDARD PROCTOR
20'-25' O.C.
CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING
5' O.C. NOMINAL
CROSS SLOPE - 1/8" TO 1/4"
PER FOOT (MAX. SLOPE 1: 50 TYP.)
TOWARDS STREET OR A.O.B.E.
MAX. SLOPE ALONG THE LENGTH OF
THE WALK SHOULD NOT EXCEED 1:12
CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY
CITY ENGINEER
SIDEWALK WIDTH TO BE 5' MIN. OR
BROOM FINISH PERPENDICULAR TO WALK
6" CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS-7
AS ORDERED BY CITY ENGINEER 6" X 6" NO. 6/6 WOVEN WIRE MESH
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304. TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.
3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Concrete Walk SS-8
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TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION
PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
COMPACTED GRAVEL -
NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR.
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
SUBGRADE - COMPACTED TO 90%
STANDARD PROCTOR
PARKING
LOT
-1/2
2
8-10
<0.3
MILLION
STANDARD
1-1/2"
3
12"
<30
ROADWAY
MILLION
HEAVILY
TRAVELED/
<30
TRUCK
2
* 4
12"
MILLION
LOADING
NOTES: * SEE NOTE 2
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
ASPHALT PAVEMENT
N . T. S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORKDWG No
4/ 10/2013 PLANNING BOARD DATE STANDARD DETAIL A s p h a l t P c ve m e n t SS-5
FINISHED GRADE
CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS
*DETECTABLE 6" CURB (TYP) R.O.W.+
_
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1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE
TEXTURE VARIES WITH
WARNING 5' MIN.- CONCRETE SIDEWALK R.O.W. WIDTH
CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE
E.J. (TYP_}
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PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY
VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON
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REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR
FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL"
3'-6"MIN.
MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS.
FLUSH 5' MIN.
1 WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE
REVEAL
VARIES WITH 1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB
R.0.W
ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90
MDTH
DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME
TRANSITION CURB (TYP.)
m
PER A.C.I. 305R-99.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL
CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR
PEDESTRIAN CURB RAMP - TYPE 1
WATER LINE
APPROVED EQUAL).
AT STREET CORNER N.T.S.
SANITARY SEWER (GRAVITY OR FORCEMAIN)
NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT
OR STORM SEWER
SEE NOTES SEE NOTES
(:r
INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE
SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER
IS APPROXIMATELY 2 INCHES TO 3 INCHES.
TURF
HEAVY BROOM FINISH
CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL
`DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) *DETECTABLE TEXTURE
WARNING "'
NOTES:
4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A
WARNING 6" CURB (TYP)
6" CURB (TYP)
PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH
IN.
(REFERENCE -RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
VARIES 3'-6" MIN. 5' MIN �'� 3' TRANSITION CURB
WHEN INSTALLED PARALLEL. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J
R.O-W. D H 5' TRANSITION CURB
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
CONCRETE MIXTURE (OR APPROVED EQUAL).
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO
PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
APPROVAL OF THE CITY ENGINEER.
N.T.S. AT GRASS STRIP N.T.S.
AT SIDEWALK
UTILITY SEPARATIONS: PARALLEL AND CROSSING
* DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON
NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11.
N.T.S.
VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER.
APPROVED:
CITY OF SARATOGA SPRINGS, NEW YORK
DWG No
APPROVED:
CITY OF SARATOGA SPRINGS, NEW YORK
DWG No
APPROVED:
CITY OF SARATOGA SPRINGS, NEW
wG No
1/13/2010
PLANNING BOARD DATE
STANDARD DETAIL Utility Separations
W- 7
1 13/2010
/
PLANNING BOARD DATE
STANDARD DETAIL
Concrete Specifications
SS- 7
1/13/2010
PLANNING BOARD DATE
STANDARD DETAIL
Pedestrian Curb Ramps
SS-10
FINISHED GRADE
a
-t
NOTE: EXPANSION JOINTS
SPACED ALONG CURB 10' O.C.
MAX.
'NORWWA
E� uununuunuuuu■.KXN.S
1/4" RADIUS
SEE DETAIL SS-5 FOR PAVEMENT
AND GRAVEL SUBASE REQUIREMENTS
CAST-IN-PLACE/SLIP FORM
CONCRETE CURB
SEE CONCRETE SPECIFICATIONS -
DRAWING SS-7
GRAVEL COMPACTED TO
95% STD. PROCTOR
SUBGRADE COMPACTED
TO 90% STANDARD
PROCTOR
TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF
N.T.S.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15
DANIEL C. WHEELER
P.L.S. LIC. NO. 50,137
ASPHALT DRIVEWAY
i
CONCRETE SIDEWALK -
TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS
� (SEE DETAIL SS-8)
TAPER CURB
6" CONCRETE CURB
EXPANSION JOINT
(FULL DEPTH OF
CONCRETE)
TURF
OF G\A - 1 O S PGE
//SEGC�O w vx OF FROM
FLOP QR�VP, 25%
MPXW\OSN '
STREET
ASPHALT
WARP AREA (BOTH
SIDES)
DROP CURB AT RESIDENTIAL DRIVEWAY
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12
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TONYA L.YASENCHAK
P.E LIC. NO. 085460
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 1I Z D Z3
BY P NNING 130,fAjW OF THE CITY OF SARATOGA SPRINGS. `
o, CHAIRPERSON
DATE SIGNED, ; 2 ! , Z H-
/
EY
DANIEL C. WHEELER, LS
CIA TES
.9 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.
PLANNING BOARD PROJECT N0.20221084
TITLE: SUBDIVISION PLAN: DETAILS
SUBDIVISION OF LANDS OF
JAMES STOCKWELL
LOCATION: DATE:
CITY OF SARATOGA SPRINGS DECEMBER 4, 2023
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 10 FEET
SHEET 4