HomeMy WebLinkAboutCCH - Site Plan - Parking Lot Site Plan - Cross SectionsEXISTING LOT CONFIGURATION
SCALE: 1 " = 150'
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8'X8' P.T. POSTS 6'O.C.
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12" PROCESSED GRAVEL
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MDPW M1.03.1 VIB. ROLLER COMPACTED
SEE PAVEMENT SECTION
REMOVE TOP & SUBSOIL
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CLEAN GRANULAR
BACKFILL- NO FINES \
RETAINING WALL CROSS SECTION
NOT TO SCALE
DEPTH (in.) TH1 SOIL CLASS: I (SANDS, LOAMY SANDS)
0. PERC RATE: < 2 MPI (5 MPI DESIGN)
0 A PRESOAK: 0:00:00-0:10:00
SAND LOAM (24 GAL. < 15 MIN.)
10 YR 3 2 < 9": 0:10:00
14" IT BOTTOM PERC: AT 48"
LOAMY SAND WATER: AT 54
10YR46
UNSUITABLE WELL INFO: WELL #: MIW-29
36" C ZONE: B
MEDIUM SAND WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.)
10 YR 5/4
126'
DATE: 5/11 /00
ENGINEER: MICHAEL S. FARIA, SE
(DOWN CAPE ENGINEERING)
WITNESS: BRUCE MURPHY, RS, CHO
EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
TEST HOLE LOG
NOT TO SCALE
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE, PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2- ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29 MSL DATUM.
4. NOTE THAT CONSTRUCTION OF THE DRAINAGE SYSTEM REQUIRES REMOVAL OF
UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH
FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED
WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S
ENGINEER TO INSPECT SOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION.
S. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
8. ALL DRAINAGE PIPING 12"0 H-20 CPP AT 17o PITCH UNLESS NOTED.
9. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED.
10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
11. LOTS TO BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY.
12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.
13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT
CLEAN FILL IN 6" LIFTS TO 957. MODIFIED PROCTOR DENSITY.
14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS
OR NEIGHBORING PREMISES 301 4 10 35' MAX POLE HT BURIED E CTMI
ES
IN
P.)
PROPOSED LOT
CONFIGURATION
SCALE: 1 " =
150'
X AP
12 3 CAPE COD BERM
1" TOPCOAT MASS DPW
TYPE 11
2" BINDER
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12" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP & SUBSOIL
NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL
TO A DEPTH OF 36" BELOW FINISHED GRADE.
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE)
NOTE: COMPACT ALL FILL IN 6", LIFTS TO 95% MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
PAVEMENT A EMENT CROSS SE(
NOT TO SCALE
CAPE COD BERM
12"X 3"
H-20 WH -20 HDPE CPP
PRECAST ;r ,12'0 HDPE o
RISER > SLOPE 1% MIN.
2.0' (TYP.) 2.0' (TYP.)
REMOVE 3' C.B. TRAP
PROPOSED ANY 12"0 HDPE PIPE
UNSUITABLE ELBOW
H-20 SOIL
LEACHING GALLEYS ENCOUNTERE
(IF ANY) 1000 CALLLON PRECAST
6" STRUCDTUREESSTONE UNDERNEATH ATCH BASIN
- ;AROUND '0x6'8"CS OREY SOLID
STONE BASIN H-20 OR EQUAL
3/4" - 1 1/2" REPLACE W/
CLEAN SAND SECTIONAL PLATE
WASHED STONE (TYP.)
4' MIN AROUND GALLEYS
DRAINAGE CROSS SECTION
NOT TO SCALE
COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY.
NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS.
3" PEASTONE AND MIRAR FABRIC OVER WASHED STONE AND DOWN SIDES.
COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY, H-20 RATED FRAME & ',COVER (3) REQ.
LEACHING STRUCTURES TO BE SEY IN CLEAN SAND. 3" BITUMINOUS ASPHALT CONCRETE
UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MlN.
AROUND OUTER EDGE OF STONE IF ENCOUNTERED. 2" BINDER i" TOP COURSE
NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING. 19 MIN MASS DPW TYPE 11
12" PROCESSED GRAVEL
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OR ^UILT UP H-20 BRICK MOD. PROCTOR
MOI'taAR ALL COMPONENTS (TYP.) WT` -4 V-SRATORY ROLLER.
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END VIEW PROVIDE PATIO BLOCK SPLASH PADS
4.0' MIN. AND WASHED STONE UNDER ALL
INVERTS, 8 S.F. MIN.
DRAINAGE CROSS SECTION'
SCALE: N.T.S.
INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.)
1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTION
2. DRAINAGE INSTALLATION
3. COMPACTED SU8GRADE PRIOR TO GRAVEL
4. GRAVEL LAYER AFTER COMPACTION
5. BINDER COARSE PAVEMENT
6. FINISH COARSE OF PAVEMENT
7 LANDSCAPING TRAFFIC PAINT AND FINAL CLEANUP
. LE C SERVICE. - - I I
- ' PH. 1-508-362-4541
= O DRAFTER: DAO DAT C MAY 2, Zoo3 `hof
FAX.,1-508-362-98$0
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