HomeMy WebLinkAbout20230023 23 Richard Final Subdivision Details 2 - 11x1724- DU. HEAVY DUTY (H-20)
FRAME AND GRATE CONGETE FILLETS ON
DISILRiBED AREA SNAIL, BE RESTORED (SYRACUSE CASTING #1D09 ALL S_DES (RISERS /AND
WITH nMEE LRCHFS OF TOPSOIL OR APPROVED EQUAL) OR AS FRAME TYPICAL)
MINIMUM. 05TLARM AREAS SHALL BE SPECIFL® ON MANS
SEEDED, AND MULCHED, IMMEDIATELY EXISTING GRADE 9AOffILL WITH SELECT FILL OR
AFTER BAC7ff1(llNC SUITABLE NATIVE SM COMPACT IN A
r - MAXIMUM OF 6' LIFTS (IN ROCK,
- -`'C " '� /f,. ♦ - ( f ` BACKF ILL PIPE ZONE WITH SAND)
ECCENTRIC PRECAST FLAT SLAB IN;/
ACCORDANCE WITH ASTM C-478,
YEAR OF LATEST REVISION. SLAB
SHALL MEET H-20 LOADINGS. 24' Y.IN.. OPENING MIRAF1 N-SERIES (140N)
DIMENSIONS SHALL N AS SHOWN - - ,--1 ❑ ❑ ❑
AND ALL CPfNIliG55HALL BE _ I -II NONWOVEN POLYPROPYLENE
REINFORCED TO MEETTHE H-20 _ _ GEOTEXTILE DR APPROVED EQUAL
LOADING AND ASTM C-478 L -
MANHOLE FRAME TO BE SET 8DIA OR
1N PORTLAND CEMENT - T AS SPECIFIED u <� �-
MORTAR. GRADE RINGS AND _ 6' STORM PIPES (SEE PLAN FOR SIZE
ASTM C-32 BRICK,. COURSES - 2a,j4)N t II ''I I. AND LOCATION). CONNECTION
(2 MAX.) SHALL BE USED TO -- - _ _ _ , 0 ❑ E S ❑
COVERf I Y II I� POINTS MAY VARY.
0
ADJUST TO REQUIRED.`'.
ELEVATION. '~�--'' _ IIIi I ;i DRY WELL NOTES:
�I
o ❑ ❑ ❑ o l IL�
1 • B' DIA % 4' DEEP FORT 1. SHALL BE PRECAST, CONCRETE, REINFORCED
MILLER CO. DRYWELL OR - - CATCHBASINS IN ACCORDANCE WITH ASTM
APPROVED EQUAL Y C-478-78 L'NLESS OTHERWISE NOTED. SIX FOOT
y INSIDE DIAMETER MINIMUM ALLOWABLE.
r
2. CONCRETE TO TEST TO 4,000 P51 AT 28 DAYS.
PROPERLY COMPACTED CRUSHED
CLEAN WASHED STONE; 4' - 2' 3. INSTALLED ON 12' CRUSHED STONE BEDDING.
4. DRYWELLS SIMI BE AS MANUFACTURED BY
FORT MILLER OR EQUAL. FRAMES AND (RATES
TO BE APPROVED BY THE CITY.
UNDISTURBED SIIBGRADE
5. DRYWELLS SHALL BE MAINTAINED BY KEEPINGSTONE LAYER FREE FROM SILT AND DEBIUS.
8'-0" O.D. PRECAST
CONCRETE DRYWELL
NO SCALE
TREE BELT
FINISHED GRADE
SEE NOTE CURB SIDEWALK
ROADWAY
CURB BOX
Z MUELLER 5'B` t MODEL H-10314 IN TURF)
Z MODEL H-10334 (IN CONCRETE WALK)
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
10
I
'n CORPORATION STOP WITH 1 CURB STOP
COMPRESSION FITTING in MUELLER OMSEAL 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
45' COPPER PIPE
OR SIZE AS REQUIRED
WATER MAIN
3/4" OR 1- COPPER TUBING (TYPE K) SOLID CONIC. 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 Al PROPERTY LINE.
WATER SERVICE
N.T.S.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK
PLANNING BOARD STANDARD DETAIL
DATE-- ST- Water Service
PROPOSED 7' WIDE GRASS
PAVERS W/6" UNDERDRAIN
`31PR POSES
8' DIAMETER �,.
DRYWELL X 4' TOTAL DRI WA Y `
DEP TH
312-8 ��� 312 C
CIRF
312.�
DW
I
ROOF LEADER
IT
CONC.
PORCH
DRIVEWAY/DRY WELL PLAN DETAIL
NO SCALE
Z
•I
FINISHED GRADE
\/\\j/\\/\\\/\\/\\/\\/\\/\\/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\/�\
L FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
I 1
NOTES:
(REFERENCE - RECOMMENDED
WHEN INSTALLED PARALLEl
TAINED, WATER MAIN SHALL
i_
m �
WATER UNE
SANITARY SEVER (GRAVITY OR FORCEMAIN)
OR STORM. SEWER
SEE NOTES SEE NOT -Is
STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10'. EDGE TO EDGE IF MINIMUM CANNOT BE MAIN-
BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, MATH BOTTOM OF WATER MAIN
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN AI T E SINE MAINS SHALL BE INSTALLED TO INSURE 15• MINIMUM VERTICAL SEPARATION BETWEEN PIPES.
OUTSIDE TO OUTSIDE. WERE WATER MAIN IS UNDERNEATH SEWER, ADEOUATE 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
EQUAL TO WATER PIPE. AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKRLLING.
UTILITY SEPARATIONS: PARALLEL AND CROSSING
N. T. S.
APPROVED:
CITY OF SARATOGA SPRINGS, NEW YORK
DWG NQ
BOA
1/13/2010
STANDARD DETAIL Utility Separations
W-7
314
FINISHED SURFACE IN ACCORDANCE
KITH PLAN & DETAILS TRENCH BACKFILL:
COMPACTED TO 95Z MODIFIED 312
PROCTOR (SEE NOTE 2)
PROVIDE 2' XPS RIGID FOAM
v INSULATION (60 PSI) BETWEEN
TRENCH BACKFILL AND TOP OF 310
2 SANITARY LATERAL (LENGTH OF
LATERAL X 4' WIDTH). EXTEND
\ / INSULATION! 2FT BEYOND SIDES
OF LATERAL.
p L�yI •/ \ LXIt NU 71VJULAHUN 17UAKL)
I `I i - i ' i ii / / VERTICALLY ON EACH SIDE
DOKd TO 4FT BELOW GRADE
308
PIPE TYPE & SIZE
PER PLAN. / 6 "+50% O.D.
(MIN) .PIPE /
BEDDING \ 306
305
`PIPE BEDDING & PIPE ZONE BACKFILL
MATERIAL FOR TRENCH BOTTOM
COMPACTED TO 95,Z MODIFIED PROCTOR
SANITARY SEWER LATERAL FROST PROTECTION
DETAIL
NO SCALE
CITY OF SARATOGA SPRINGS PLAN NOTES
1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.
3. APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORKTO THE CITY ENGINEER FOR RFVIEVJ AND
APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL
PLAN.
4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT DEVELOPER-
5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRK)R
TO CONSTRUCTION.
6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE
TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY VVORK WITHIN
THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
B. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT
OR DEBRIS ONTO A PUBLIC RIG HT•OF-WAY. ADDfHONAL EROSION AND SEDNMEM CONTROL MEASURES ALSO APPLY.
10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE
CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWING.
11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN 'AS -BUILT DRAWING HAS
BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER
APPR D: GJ18 CITY OF SARATOGA SPRINGS, NEW YORK DWG N
-yA-TESTANDARD DETAIL
- 1 Y G EE �Plan Notes M-5
IF A BUILDING TRAP IS REWIRED:
COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3- MIN.)
4• CLEANOUT PLUG
4"(NI
3"(ARIA.) FINAL GRADE - 2'(MAX.) 4'(MA%.)
�� IF NO INSIDE CLEANWT: (PLUS BACKWATER VALVE)
4 WITH RISER TO GRADE 4' CLEANOUT PLUG(S)
CDNNECTIDN
TO PUBLIC SEWER
11111111127 (1/4 INCH/FT) BUILDING DRAIN
(WIN. SLOPE)
(SEE DETAIL SA-3)
IF REQUIRED: IF REQUIRED (SEE NOTE):
COMBINATION "Y" AND 1 B BEND - APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
WITH CLEANWT OR RUNNING TRAP
OUDA
APPROVED SLEEVE THROUGH/ FNTION WALL
3
oI"FOOTING
6- BUILDING SEWER(TYP.) ` 10 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 NQ
1/13/201D PLANNING BOARD DATE STANDARD DETAIL Building Drain ISA-7
GFF-314.50 C.O.
f'RgoO
SAD£
EXISTING GRADE
INV-309. 69
117/ c 6 p y
C �R26 0200
X
2" XPS RIGID FDA
BOARD INSULATI
(SEE DETAIL)
EXISTING 3"
SANITARY
SEWER
INV 30Z.35
LOT 1 SANI TAR Y SERVICE PROFILE
H Scale: 1 " = 20'
V Scale: I" = 2'
U+ UU
314 314
312 312
310 310
INV
308 308
306
305
306
305
0+90
SAWCUT LINE - SEE DETAIL SS-6
SEE PAVEMENT SECTION DETAIL SS-5____
S-5 4 TRENCH WALLS LAID BACK PER OSHA REQ'MTS
ORIGINAL ASPHALT 12. OR SHEETING A.O.B.E.
WEARING COURSE(S) IN PVMT I IN TURF
PAVEMENT BASE COURSE
STRUCTURAL (SEE NOTE 3) °�
_
4" TOPSOIL, FERTIUZE. LIME. SEED AND MULCH
BORROW: WELL GRADED INORGANIC
SECTION SUBBASE COURSE Iz'
A.O.B.E. SEE NOTE 4
( )
-
GRANULAR SOILS AN ROCK,
MAX 1-1/2• SIZE, NOT MORE THAN
ORIGINAL SUBBASE COURSE
3
20% BY WEIGHT PASSING /200
Slc"V-c. OR NATI� MATERIAL, A.O. B. E.
c„
OUTSIDE CROWN
:,
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
PIPE ZONE
E - GRADATION SHALL 6E:
"WELL GRADED SAND WTH 3/4- MAX. PARTICLE
SIZE AND NOT MORE THAN 10% PASSING 4200
PIPE SPRINGUNE---
-"
SIEVE (USE VIBRATORY COMPACTOR WITH B" UFTS)
BOTTOM O.D.
„,.
/f
PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.S. DOT. STANDARD
I.D. +
3' MAX.
SPEC. 703-D2 COARSE AGGREGATE
(SEE NOTE 2)
UNDISTURBED SUBGRADE DR
NOTES:
1. STREET OPENING PERMIT IS REQUIRED
EXTRA FOUNDATION STONE A.O.B.E.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S.
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
SIZE DETERMINATION A1: 1DOX PASSING 1" SIEVE, 90-100% PASSING
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2- SIEVE - PASS 100% BY WEIGHT
1-3�4' SIEVE - PASS 95-1OD% BY WEIGHT
3/a SIEVE - PASS 60-75X
1 /2` SIEVE. 0-15% PASSING 1/4" SIEVE
OR
1/4" SIEVE - PASS 25-45%
/40 SIEVE - PASS 10-25K
SIZE DETERMINATION p2: 100% PASSING 1-1/2• SIB, 90-100% PASSING
1' SIEVE, 0-15% PASSING 1/2' SIEVE.
01DO SIEVE - PASS 3-12%
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDI DONS.
N.Y.S. DOT STD. 304, TYPE 2.
PIPE TRENCH - SECTION
N. T. S.
APPROVED: 1/1ATE STANDARD DETAIL CITY OF SARATOGA SPRINGS, NEW YORK
PLA.NNlNG BOARD �- Pipe Trench
EXISTING SEWER LAIN: ADAPTOR FITTING I: REO'D ENO CAP FOR FUTURE RCPERTY UNE. R.O.W. OR
TAP'PWC SADDLE CONNECTION EASEMENT UMIT
TD BE APPRO'h0 BY D.P.W. 45. DR 3ff SEND AS REUD
NEW SEVER MAIN NHSYRUCTjON: A��_ 7. 4' . 24 PRESSVRE TRfAIFD
45' OR Bff WYE OR TD.P.W.
TD @E APPROVCD BY D.P.W. PUGGED WITHT FLNOURESCCNT RCOLORED
SURVEY RIBBON FOR EASY IDENIIFCATION
SEWER MAIN E BVLLING SE*vR 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.
3I
FIt151ID GRADE T±5 REVEAL -L
45' OR 30' BEND £ SLOPE: 2K MIN. (1/4- PER FOOT) TO 10% VAX. I'r 4'• 24' P.T. STAKE
AS REO'D o F
PIPE BIDDINC AS REO'D
S•: .'. :__�" UNDISTURBED 5U8-GRADE
SANITARY SEWER SERVICE - SECTION
NOTES: N.T.S.
1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBIUTY.
2_) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
3.) A STREET OPENING PERMIT IS REWIRED FROM THE DEFT, OF PUBUC WORKS PRIOR TO ANY WORK IN THE PUBUC 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 PORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD Sanitary Sewer Service SA-3
GFF-JI4.50 C.O.
O�
O
�o-
- _ EXISTING GRADE
2' XPS RIGID FOAM
!3
.00
(SEE DETAIL)
6 p
�R26
2por
EXISTING
SANITARY
SEWER
INV=30Z.J6
314
312
310
308
306
305
0+00 - 0+20
LOT 2 SANITARY SERVICE PROFILE
H Scale: 1" = 20'
V Scale: 1 " = 2'
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ING
OWNER
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MAXINE WASHINGTON
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23 RICHARD AVENUE
SARATOGA SPRINGS, NY 12866
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APPLICANT
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M&A CAPITAL LLC>
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99 NORTH GREENBUSH RD
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TROY, NY 12180
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APPROVAL:
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Approved under authority of a decision adopted on
by the Planning Board of the City of
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Saratoga Springs.
Chairperson
Dated:
SHEET NO.
DET-2
A OF 4 22048-SITE2