HomeMy WebLinkAbout20180204 18.017 32Hydeand9Birch_UtilityPlan_7-18-18EX. SAN MANHOLE - 1
RIM = 311.97
INV. (N) = 308.37
INV. (S) = 308.42
NEW 8" SDR 26
SEWER MAIN
@1.95%
NEW SAN MANHOLE -1
RIM = 314.50 (FIELD VERIFY)
INV. IN = 310.1
INV. OUT = 310.0
EX. SAN MANHOI
RIM = 3
INV. (N) = 3
INV. (S) =
E-2
17.56
12.26
12.31
ozb
ciL
(n
Z
6" PVC SEWER
LATERAL
(CONNECT TO
EX. MANHOLE)
INV. 308.47
O
5/81R.
SAN
S8027'50 "E
76.67'
. I rJJ
b1 1
rF-
L 1" 'COPPER
WATER
SERVICE
SAN
o�
NI 6" PVC SEWER -
LATERAL
N08'58'20 E
- 1" COPPER
WATER
SERVICE
3
UTILITY PLAN
SAN
FINISHED GRADE
1
PROPOSED
HOUSE
PROPOSED
GARAGE
L_ -
I 11
1-1I
PROPOSED II
HOUSE p
II
II
II
II
JJ
315
° 0 88 g °o 0 0 SSG'0
°oCbo°CD °P0000 CP oCT
0
coo000
AS REQ'D TO ADJUSTCONE
TO FINISHED GRADE.EXTENSION(S)
USE PRECAST UNITS �J\\/�\�
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ECCENTRIC M \//i//
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SECTION M j\ j///
58.52'
2'-0" DIA.
CLEAR OPENING
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REINFORCED PLASTIC NON -SLIP
STEPS PER NYSDOT 725-02.01
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SECTION
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12"
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C
RIM=310.6
INV=307.8
6" PVC SEWER
LATERAL
3
3
RIM=310.86
INV.N.=307.35
INV.S.=307.40
S82'04'30"E
O)1/2"IR.
51.65'
1 SA
PROPOSED
HOUSE
N80.32'10"N 150.00'
0
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4'-0" I.D. MIN.
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•1
- 1" COPPER
WATER
SERVICE
W
3
3
SAN
N
03
c
3
91.48'
GRAPHIC SCALE
20 0 10 20
40
1 inch = 20 feet
3
3
3
CAST IRON MANHOLE COVER AND FRAME - CAMPBELL 1016 OR
EQUAL, TOP SURFACE CHECKERED AND LABELED "CITY OF
SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES &
VENT HOLES AS REQUIRED (FRAME TO BE SET PARALLEL TO
CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO
1/4" BELOW F.G.)
PRECAST CONCRETE GRADE RINGS
6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK
SHIM COURSES. USE NON SHRINK GROUT
ONLY.
% PRECAST CONCRETE SECTIONS
v-
\// / ENTRAINED 4 000 p.s.i. AT
NTRAINEDT 28 DAYS, AIR -
/ 5"
b.
NOTES:
1.) SHOP DRAWINGS REQUIRED TO BE REVIEWED BY THE CITY ENGINEER
2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET ASSHTO
WHEEL LOADING REQUIREMENTS.
HS20-44
FOR SANITARY MANHOLE, JOINTS
BUTYL SEALED - INDUSTRY STD.
OR A.O.B.E.
FOR SANITARY MANHOLE, BOOT TYPE
FLEXIBLE MEMBRANE SLEEVE FOR
PIPE TO MEET ASTM SPEC. NO.0-923
(SHOP DRAWINGS REQ'D)
CIRCUMFERENTIAL REINFORCEMENT
0.12 sq. in. PER LIN. FT. MIN.
4000 p.s.i. CONCRETE BENCHWALL FOR
SANITARY MANHOLE AND STORM MANHOLE
A.O.B.E. (SEE DETAIL SA -4)
SIZE AND LOCATION OF PIPES
AS SPECIFIED
LEGEND
- SAN
- W
NCC
-�
Willa W
w
Lane
2
fA
8"-12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E.
UNDISTURBED SUBGRADE OR ADDITIONAL
FOUNDATION STONE A.O.B.E.
PRE -CAST CONCRETE MANHOLE - 5' DEEP AND OVER
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
WATER MAIN
N.T.S.
CORPORATION STOP WITH COMPRESSION
FITTING MUELLER H-15008 4" OR 1" - SIZE
AS REQUIRED
WATER SERVICE
SEWER MAIN
PLAN VIEW
sidewalk
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
0
w
45° OR 30° BEND AS REQUIRED
-ifi-M I I I, 111
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=111=1 I 1 1
'=III,�III�III���III���III�� III -III; II1=''
CURB BOX
MULLER 5'6" ±
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
5,7 I
SOLID CONCRETE
BEARING BLOCK
OR C.I. FOOT
BUILDING SEWER LATERAL,
6" MIN SDR 35
END CAP FOR
FUTURE
CONNECTION
FLOW
CITY PROPERTY
J
w
w
w
cc
FINISH GRADE
45° OR 30° BEND
AS REQUIRED
SLOPE 2% MIN. (4" PER FOOT) TO 10% MAX
SANITARY SEWER SERVICE
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"
DRIP STRIP
INSIDE FACE OF CB
SET PIPE FLUSH WITH
INSIDE FACE OF WALL
TOP OF BASE SALB
.\
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
% 7" ZirVY7 y Y-7" 7 7
4/
BASE COURSE (SEE
NOTE 3) SUBBASE
COURSE (SEE NOTE 4)
rn
ORIGINAL SUBBASE COURSE
0
0
o
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
2' SIEVE, 0-15% PASSING 4" 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%
I��
4. SUBBASE COURSE FOR PAVEMENT: CONFIRM TO NYS DOT STD. 304,
TYPE 2
PIPE TRENCH
o @5=0 °
0�
0 o0p 0000QOo �
OUTSIDE CROWN
PIPE
SPRINGLINE
BOTTOM O.D.
0 0
O 9D
0 00°0
as
a
4 a
J
4
a
-J
/ 4
a
4
a -1
a4
4
I.D. + 3' MAX.
z
m
0)
m
0)
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.
MARTINO
PO BOX
SARATOGA
NY 12866
ME PROJ NO. 18005
MARTINO
engineering
C l
SHEET 1 OF 1
ENGINEERING, PLLC
4772 P: 518.832.4882
SPRINGS F: 518.514.1347
www.martinoengineering.com
ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF A COMPARABLE
PROFESSIONAL, ( ENGINEERING FOR AN ENGINEER)
ISA VIOLATION OF THE NEW YORK STATE EDUCATION
LAW AND/OR REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
6U ‘4Q
4(:Z J �� pJ
PQ 0
SUBMITTAL/REVISIONS
NO_ I DATE I DESCRIPTION
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
,UTILITY PLAN
SCALE: AS SHOWN
ME PROJ NO. 18005
DATE: 07/17/2018
C l
SHEET 1 OF 1