HomeMy WebLinkAbout20180204 18.017 HydeStreetSubd_UtilityPlanEX. SAN MANHOLE - 1
RIM = 311.97
INV. (N) = 308.37
INV. (S) = 308.42
SAWCUT ASPHALT FOR
UTILITY CONNECTION
AND PATCH PER CITY
REQUIREMENTS (TYP.)
6" PVC SEWER
LATERAL
(CONNECT TO
EX. MANHOLE)
El
SAWCUT ASPHALT FOR
UTILITY CONNECTION L_
AND PATCH PER CITY
REQUIREMENTS (TYP.)
3
3
STABILIZED
CONSTRUCTION
ENTRANCE, TYP.
(TO BE PLACED AS PART
OF INDIVIDUAL BUILDING
CONSTRUCTION)
EX. SAN MANHOLE - 2
RIM = 317.56
INV. (N) = 312.26
INV. (S) = 312.31
SAWCUT ASPHALT FOR
UTILITY CONNECTION
AND PATCH PER CITY
T
SAN
w
STABILIZED
CONSTRUCTION
ENTRANCE, TYP.
(TO BE PLACED AS P
OF INDIVIDUAL BUIL
CONSTRUCTION)
SAN
S8027'50 "E
76.67'
T I
1" COPPER
WATER
SERVICE
N08'58'20 E
PROPOSED
HOUSE
= = = =
DRIP STRIP
AREA: 195 SQ. FT.
1" COPPER
WATER
SERVICE
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SF
O5/8"IR.
PROPOSED
GARAGE
II ��
PROPOSED
HOUSE
L
DRIP STRIP
AREA: 195 SQ. FT.
6" PVC SEWER LATERAL
(CONNECT TO EX. MANHOLE)
SF
SF
co 58.52'
1 /2"IR:
S08'58 20 "W
DRIP STRIP
AREA: 195 SQ. FT.
DRIP STRIP
AREA: 195 SQ. FT.
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J
SF SF
N80'32' 10 "W 150.00'
STORMWATER AND UTILITY PLAN
STORMWATER CALCULATIONS
STORMWATER DEVICES SIZED USING HYDROCAD (VERSION 10.00)
EXISTING IMPERVIOUS AREA:
+/-2700 SQUARE FEET (HOUSE)
+/-2000 SQUARE FEET (DRIVEWAY)
PROPOSED IMPERVIOUS AREA:
LOT #1:
NEW HOUSE AREA: 1416 SQUARE FEET
NEW GARAGE AREA: 416 SQUARE FEET
DRIVEWAY: 1547 SQUARE FEET
DEVICE SIZING:
ASSUMED INFILTRATION RATE: 5 IN/HR
HOUSE DRIP STRIP: 195 SQUARE FEET MIN X 1' DEEP
GARAGE DRIP STRIP: 60 SQUARE FEET MIN X 1' DEEP
LOT #2:
NEW HOUSE AREA: 1694 SQUARE FEET
NEW DRIVEWAY: 635 SQUARE FEET
DEVICE SIZING:
ASSUMED INFILTRATION RATE: 5 IN/HR
HOUSE DRIP STRIP: 195 SQUARE FEET MIN X 1' DEEP
LOT #3:
NEW HOUSE AREA: 1945 SQUARE FEET
NEW DRIVEWAY: 365 SQUARE FEET
DEVICE SIZING:
ASSUMED INFILTRATION RATE: 5 IN/HR
HOUSE DRIP STRIP: 195 SQUARE FEET X 1' DEEP
TOTAL NEW IMPERVIOUS AREA: 8,018 SF
NET INCREASE IN IMPERVIOUS AREA: 3,318 SF
TOTAL TREATED IMPERVIOUS AREA: 5,471 SF
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3a`d21O 3AO8V
WOVEN WIRE FENCE (MIN.
14 GAUGE W MAX 6" MESH
SPACING)
10' MAX. 4. TO 4
RIM=310.86
INV.N.=307.35
INV.S.=307.40
C
RIM=310.64
INV=307.83
n
6" PVC SEWER
LATERAL
S82'04'30 "E
PROPOSED
HOUSE
51.65'
1" COPPER
WATER
SERVICE
LEGEND
- SAN
- W
SA
W
PROPOSED SANITARY
PROPOSED WATER
PROPERTY LINE
EX SANITARY
EX WATER
4" OR 1" COPPER
TUBING (TYPE "K")
(SIZE AS REQUIRED)
CORPORATION STOP
WITH COMPRESSION
FITTING MUELLER H-15008 *'
OR 1" - SIZE AS REQUIRED
SAWCUT ASPHALT FOR
UTILITY CONNECTION
AND PATCH PER CITY
REQUIREMENTS (TYP.)
W
Willow
Lane
60
SILT FENCE (TYP)
91.48'
5/8"IR.
CONCRETE
WASHOUT
AREA
(TYP)
20
GRAPHIC SCALE
0 10 20
40
1 inch = 20 feet
2" HARDWOOD FENCE POSTS,
MIN. 36" LONG, DRIVEN 16" INTO
GROUND
z
W
W
W W W
v
PERSPECTIVE VIEW
WOVEN WIRE FENCE
(MIN. 14 4 GAUGE W/
MAX. 6" MESH
SPACING) WITH
FILTER CLOTH
N
0
m
m gi.OMPACTED SOIL
� r
= r
D
w
EMBED FILTER
CLOTH A MIN. OF
8" IN GROUND
NOTES:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T"
OR "U" TYPE HARDWOOD.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE
SHALL BE WOVEN WIRE, 6" MAX MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH
SHALL BE EITHER FIXTER X, MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE
WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M
POST SPACING
36" MIN. FENCE POST
FLOW
SECTION VIEW
SILT FENCE
- STAPLES FASTENING LINER (2 PER BALE MIN.)
- 10 MIL POLY
LINER
- WOOD OR METAL
STAKES
(2 PER BALE MIN.)
STRAW
BALES
STAKED
INTO
GROUND
10 MIL.
PLASTIC
LINER
SECTION A -A'
A
STRAW BALES
-
I
I
I
I
I
I
-
DESCRIPTION
DATE
NO.
-
-
I
II
STREET ADDRESS
HYDE STREET
II
PLAN DESCRITPTION
STORMWATER AND UTILITY PLAN
I
TWO
STACKED
A 2X12
ROUGH
WOOD
FRAME
STAPLES FASTENING LINER
10 MIL POLY
LINER
SECTION B -B'
WOOD FRAME
SECURELY FASTENED
AROUND ENTIRE
PERIMETER WITH TWO
STAKES LATH AND
STAKE (TYP.) FLAGGING ON
3 SIDES
SANDBAG
10 MIL. PLASTIC
LINER
10 MIL.
PLASTIC
LINER
ABOVE GRADE WITH STRAW BALES ABOVE GRADE WITH WOOD PLANKS
CONCRETE WASHOUT AREA
BERM
SAND
BAGS
10 MIL.
PLASTIC
LINER
SECTION C -C'
BELOW GRADE
STABILIZED
CONSTRUCTION
ENTRANCE, TYP.
(TO BE PLACED AS PART
OF INDIVIDUAL BUILDING
CONSTRUCTION)
UNDISTURBED
GROUND
WATER MAIN
CORPORATION STOP WITH COMPRESSION
FITTING MUELLER H-15008 4" OR 1" - SIZE
AS REQUIRED
WATER SERVICE
SEWER MAIN
PLAN VIEW
1II=
EXISTING SEWER MAIN:
TAPPING SADDLE TO BE APPROVED BY
D.P.W.
NEW SEWER MAIN CONSTRUCTION:
45° OR 60° WYE OR TEE/WYE TO BE
APPROVED BY D.P.W.
ADAPTOR FITTING IF REQUIRED
w
45° OR 30° BEND AS REQUIRED
BUILDING SEWER LATERAL,
6" MIN SDR 35
=III VIII VIII 111 111 III -III ; III=1 '
CURB BOX
MULLER 5'6" ±
WATERPROOFING AGAINST
FOUNDATION WALL, EXTEND
3" MIN ABOVE TOP OF STONE
MODEL H-10314 (IN TURF)
MODEL H-10334 (IN CONCRETE WALK)
(SIZE AS REQUIRED FOR* OR 1" SERVICE)
CURB STOP
MULLER ORISEAL MODEL H-15209 COMPRESSION
MODEL H-15219 (W/ DRAIN)
(SIZE AS REQUIRED FOR*" OR 1" SERVICE)
TEMPORARY CAP OR PLUG (AS NECESSARY)
iq" MIN. SIZE K COPPOR PIPE OR SIZE AS REQUIRED
SOLID CONCRETE
BEARING BLOCK
OR C.I. FOOT
END CAP FOR
FUTURE
CONNECTION
FLOW
CITY PROPERTY
J
w
w
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FINISH GRADE
45° OR 30° BEND
AS REQUIRED
SLOPE 2% MIN. (4" PER FOOT) TO 10% MAX
SANITARY SEWER SERVICE
50'
12" TYPE 3 GRANULAR MATERIAL
OVER COMPACTED SUBGRADE
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CONSTRUCTION ENTRANCE
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS.
CHAIRPERSON
DATE SIGNED
NOTES:
1. STREET OPENING PERMIT IS REQUIRED
2. FOUNDATION STONE - NYS DOT STD. SPEC. 703-2
I I-
LATERAL ON PRIVIATE PROPERTY -
MIN. SCH.40 PVC
2"X4"X24"
PRESSURE
TREATED SET
PLUMB AT END OF
LATERAL FLAGGED
WITH
FLUORESCENT
COLORED SURVEY
RIBBON FOR EASY
IDENTIFICATION
PRIVATE PROPERTY
2"X4"X24" PT STAKE
PIPE
BEDDING AS
REQUIRED
UNDISTURBED
SUBGRADE
SAWCUT LINE - SEE PAVEMENT TRANSITION
AND SAWCUT DETAIL AND PAVEMENT
SECTION DETAIL
ORIGINAL ASPHALT
WEARING COURSE(S)
12"
2%
DRIP STRIP SHALL
EXTEND 9" BEYOND ROOF
DRIPLINE
1-3" ROUNDED SMOOTH
RIVER STONE, DOUBLE
WASHED, MIN. 3" DEEP.
DRIP STRIP
INSIDE FACE OF CB
SET PIPE FLUSH WITH
INSIDE FACE OF WALL
TOP OF BASE SALB
4" X 6" DEEP ALUMINUM EDGING.
PROVIDE 18" STAKES AT 24" O.C.
WRAP UNDER DRAIN STONE IN
FILTER FABRIC, OVERLAP 12"
NYSDOT NO. 2 UNDERDRAIN
STONE (703-2). 9" MIN DEPTH,
WRAPPED IN FABRIC.
BACKFILL
NEAT OPENING IN SIDEWALL
NON -SHRINK CEMENT GROUT
IN OR OUT STORM PIPE
EXISTING CONC.
BASE SLAB
FLEXIBLE JOINT OR
FLEXIBLE JOINT COUPLING
FIRST JOINT
CONNECTION TO EX. MANHOLE
WATER NOTES
1. WATER SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW
FINISHED GRADE OF 5'-0".
2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE)
BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL
ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY
WATER MAIN AND SANITARY STORM SEWER.
3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH A
MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED
BECAUSE OF THE DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO
A MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE.
4. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE
EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY
AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF
SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS.
5. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR
INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR
SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL
AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD
VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY
COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE
PROPERTY AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
6. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC.,
SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS
OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE.
SANITARY SEWER NOTES
1. PVC SANITARY SEWERS, FITTING AND SERVICE LATERALS TO PROPERTY LINES
SHALL CONFORM TO AND BE INSTALLED IN ACCORDANCE WITH THE CITY OF
SARATOGA SPRINGS STANDARDS.
2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD
SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION
TO THE DIMENSIONS AND TOLERANCE OF CLASSIFICATION SDR -26 WITH SINGLE
GASKET PUSH -ON JOINTS.
3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED
AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE PLACEMENT OF
ANY ORDERS OF SAID MATERIALS.
4. FILED ADJUSTMENTS SHALL BE APPROVED BY MARTINO ENGINEERING AND THE CITY
OF SARATOGA SPRINGS, PRIOR TO INSTALLATION.
IN PAVEMENT
IN TURF
i y V7" y Y-7" 7 7'' I
I/ i i cI, ,/ /J// / /
Jk-
BASE COURSE (SEE
NOTE 3) SUBBASE
COURSE (SEE NOTE 4)
ORIGINAL SUBBASE COURSE
cnci
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
1" SIEVE, 0-15% PASSING ? SIEVE.
OR
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100%
PASSING 1" SIEVE, 0-15% PASSING? SIEVE.
GRADIATION/SIZE DESIGNATION TO BE DETERMINED BY
ENGINEERING BASED ON FIELD CONDITIONS.
3. BASE COURSE FOR PAVEMENT: CONFORM TO NYS DOT STD 703-02
WITH THE 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: CONFIRM TO NYS DOT STD. 304,
TYPE 2
PIPE TRENCH
OUTSIDE CROWN
PIPE
SPRINGLINE
BOTTOM 0.D.
0 9D
4
-J
/ 4
4
rTi
4" TOP SOIL, 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
MAX. 12" LIFTS)
PIPE ZONE BACKFILL - GRADATION SHALL BE:
WELL GRADED SAND WITH 3/4" MAX. PARTICLE
SIZE AND NOT MORE THAN 10% PASSING #200
SIEVE (USE VIBRATORY COMPACTOR WITH
MAX. 8" LIFTS.
PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFIRM TO N.Y.S. DOT. STANDARD
SPEC. 703-02 COURSE AGGREGATE (SEE
NOTE 2)
UNDISTURBED SUBGRADE OR EXTRA
FOUNDATION STONE A.O.B.E.
SCALE: AS SHOWN
ME PROJ NO. 18005
MARTINO
engineering
C, 1
SHEET 1 OF 1
MARTINO ENGINEERING, PLLC
PO BOX 4772 P: 518.832.4882
SARATOGA SPRINGS F: 518.514.1347
NY 12866 www.martinoengineering.com
ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF A COMPARABLE
PROFESSIONAL, ( ENGINEERING FOR AN ENGINEER)
IS A VIOLATION OF THE NEW YORK STATE EDUCATION
LAW AND/OR REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
6U ‘4Q
,e , A
SUBMITTAL/REVISIONS
DESCRIPTION
DATE
NO.
PREPARED FOR:
Witt Construction
563 N Broadway
Saratoga Springs, NY 12866
PROJECT
HYDE STREET SUBDIVISION
STREET ADDRESS
HYDE STREET
TOWN/STATE/COUNTY
SARATOGA SPRINGS, SARATOGA COUNTY
PLAN DESCRITPTION
STORMWATER AND UTILITY PLAN
SCALE: AS SHOWN
ME PROJ NO. 18005
DATE: 05/23/18
C, 1
SHEET 1 OF 1