HomeMy WebLinkAboutDecision 4354 Details Site Plan8"X8" P.T.
GUARDRAIL
TYP. ALONG
RET. WALL
MATCH EXISTI
DEPTH (in.) TH1
0^ SOIL CLASS:1 (SANDS, LOAMY SANDS)
SANDY LOAM PERC RATE: < 2 MPI (5 MPI DESIGN)
10 YR 3/2 PRESOAK: 0:00:00-0:10:00
14" UNSUITABLE (24 GAL. < 15 MIN.)
B < 9": 0:10:00
LOAMY SAND BOTTOM PERC: AT 48"
10 YR 4/6
UNSUITABLE
36" C GROUNDWATER CONTROLLED BY OUTLET
MEDIUM SAND IN BOG- WATER IN BOG EL. 8.0
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
GALV. THRU-
BOLTS
POSTS 6'0.C.
12"X3" CAPE COD BERM INTEGRAL WITH TOP COAT. OF ASPHALT
1.5" TOPCOAT MASS DPW
. TYPE 11
EXTEND GRAVEL 12" i 2.5" BINDER (COMPACTED THICKNESS, TYP.)
BEYOND BACK EDGE
OF PAVEMENT
O -O- G o 0 U C 0 000 ) 00
0;.z00o0o.O,,.0000 00,000 ..
0ooy00000000000c), 00,000
o coo0 0 0 0 0 c> 0 000
12" REPROCESSED ASPHALT GRAVEL- MDPW SPEC.
10 TON 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 10 TON VIBRATORY ROLLER' COMPACTER.
PAVEMENT • CROSS SECTI (
NOT TO SCALE
NOT TO SCALE
PROPOSED 2:1 FILL SLOPE
COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION
CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED
V
H-20 H-20 HDPE CPP
PRECAST 12"0 HDPE
RISER j SLOPE 1 % MIN.
2.0' (TYP.)
I-- REMOVE
PROPOSED ANY
UNSUITABLE
SOIL
SPLASH BLOCKS LEACHING GALLEYS ENCOUNTERI
UNDER ALL INVERTS o (IF ANY)
6" WASHED STONE UNDERNEATH FOR
STRUCTURES 5' MIN.
AROUND
STONE
3/4" - 1 1/2" REPLAE V
CLEAN CS4
WASHED STONE (TYP.) T: 1
4' MIN AROUND GALLEYS
DRAINAGE CF
NOT
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 REMOVAL 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.
5. 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 1% 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 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 95% MODIFIED PROCTOR DENSITY.
14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS
OR NEIGHBORING PREMISES. 301.4.10 20' MAX. POLE HT., BURIED ELECTRIC SERVICE.
15. ELECTRICAL PERMIT REQUIRED FOR LIGHTING AND GATE, CONTRACTOR TO COORDINATE.
16. SEPARATE WRITTEN SPECIFICATIONS FOR WORK AND ORDER OF CONDITIONS APPLY, AND
ARE INCORPORATED INTO THESE PLANS BY REFERENCE.
3/4" ELECTRICAL CONDUIT TO GUARD SHACK
NOT TO SCALE
VH-20 HDPE C
12"0 HDPE
SLOPE 1 % MIN.
PROPOSED
1000 GALLON PRECAST
H-20 MANHOLE
'0X6'-8" SHOREY SOUD
BASIN H-20 OR EQUAL
SECTIONAL PLATE
)SS SECTION
STAKED HAYBALES
WITH TRENCHED IN
SILT FENCE (TYP.)
CAPE COD BERM
12"X 3"
I2.0' (TYP.)
3' C.B. TRAP
12"0 HDPE PIPE
ELBOW
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
'0X6'-8" SHOREY SOLID
BASIN H-20 OR EQUAL
SECTIONAL PLATE
20' TOTAL HT.
COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY.
NOTE: 2' OF 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF GALLEYS.
3" PEASTONE AND MIRAFI 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 SET IN CLEAN SAND.
4" BITUMINOUS ASPHALT CONCRETE
UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN.
2.5" BINDER 1.5" TOP COURSE
AROUND OUTER EDGE OF STONE IF ENCOUNTERED.
MASS DPW TYPE 11
NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING.
17.MIN.
12" REPROCESSED ASPH. GRAVEL
0
o;000MASS DPW SPEC. COMPACT
�°,00000000°oo TO 95% MAX. DRY DENSITY
H-20 24" I.D. RISER o
-
MOD_. PROCTOR _
OR BUILT UP H-20 BRICK -
(TYP:)-r _
-- TH VIBRATORY ROLLER.
WI
_ MORTAR- ALL COMi-JNE�'�S
3" PEASTONE &
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PROVIDE PATIO BLOCK SPLASH PADS
2.0' MIN. END VIEW
AND WASHED STONE UNDER ALL
E
INVERTS, 8 S.F. MIN.
DRAINAGE CROSS SECTION
FO
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 SUBGRADE` PRIOR TO GRAVEL
4. GRAVEL LAYER AFTER COMPACTION
5. BINDER COARSE PAVEMENT
6. FINISH COARSE OF PAVEMENT
7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP.
ACP -1710 "AMANO" BARRIER GATE (MOVE EXISTING UNIT)
KEYPAD/-
CARD SWIPE 6" SCH80 STEEL CONCRETE FILLED PIPE -PAINTED YELLOW
TOTAL LENGTH 5'- EMBED 2' AND BACKFILL WITH
CONCRETE TO TOP OF BINDER
\ / (TYP.)
4' CHAIN LINK FENCE
VINYL COATED
24"X24"X12" CONC. PAD '
6" ABOVE DRIVE CLOSING LOOP
LOCATION BY EQUIPM
INSTALLER
/ CONTRACTOR TO PROVIDE
ADDITIONAL 3/4" CONDUIT
BARRIER_ GATE DETAIL 2ROM GUDSHACK TO
0' FRONTBUFFER ISLAND
NOT TO SCALE FOR FUTURE SPRINKLER
SYSTEM CONTROL
( OWNER WILL
PROVIDE LOCATION)
NOTE:
FINAL PLACEMENT AND INSTALLATION OF GATE EQUIPMENT NOTE: CONTRACTOR TO PROVIDE LABOR TO MOVE EXISTING
SHALL BE COORDINATED WITH OWNER. GENERAL CONTRACTOR BARRIER LIFT GATES AND ASSOCIATED
SHALL INSTALL CONCRETE MOUNTING PAD, CONCRETE FILLED ACCESSORIES TO NEW ENTRANCE.
PIPE BOLLARDS, AND ALL ELECTRICAL CONDUIT AS SPECIFED 3/4" CONDUIT FOR A FUTURE SPRINKLER
ALL TO MATCH EXISTING INSTALLATION. CONTROL SHALL ALSO BE INCLUDED.
2'
LIGHTING SPECS:
QV SERIES POST TOP
QVC540-M 400HPS
22"QUADRATE VERTICAL/ TYPE V
51000 LUMENS
OR APPROVED EQUAL (RUUD ETC)
18'X 4 X .120 SQUARE STEEL (TENON)
POLE
CONDUIT AND ANCHOR BOLT
POSITION TO BE OBTAINED
FROM LIGHTING MFG.
24"0 BASE 8' LONG
2' REVEAL
ASTM A-79 GRADE 60
STEEL REINF. 1" MIN COVER
,-(4) #6'S VERTICAL MIN.
5000 PSI MIN CONCRETE
2" RIGID GALVANIZED
STEEL SWEEP
#3 STIRRUPS AT 12"O.C.
EE
JJPER PARKING/BUFFER
ORCED NEW BLACK RUBBER
(1/2-10)
LE STRAND 12 GA
ANNEALED TWISTED WIRE
WRAP. LAP ENDS DOWN
OT STAPLE
WES EQUALLY SPACED
ND TREE 2 1/2'x2 1/2'x10'
ED 1'-0" FROM TRUNK,I
ED DARK BROWN.
ES DRIVEN AT ANGLE AND
ED VERTICAL WITH WIRE
e-0' BURIED
Y DEEP SAUCER
EPTH SHREDDED BARK MULCH
WE BURLAP FROM TOP
• OF ROOTBALL
PACTED SUB -GRADE
MIX
LEGEND.
-15-
EXISTING CONTOUR
3" CAL. RED MAPLE
+14.12
EXISTING SPOT ELEVATION
FINISH GRADE CONTOUR
CONIFER
FINISH GRADE SPOT ELEV.
HCP SYMBOL
f{��}
SHRUB
MANHOLE
HYDRANT
CATCH BASIN
E3 o
POLE LIGHT
c
SHORT POST LIGHT
FLOW DIFFUSOR
(WITH COVER TO GRADE)
-�
SINGLE POST SIGN
BENCHMARK
®
TWO POST SIGN
C-0
UTILITY POLE
0 SOIL TEST
W
EXISTING WATER MAIN
G
EXISTING GAS MAIN
E
EXISTING BURIED ELECTRIC
FO
EXISTING U.G. FIBER OPTIC CABLE
0
EXISTING U.G. OXYGEN PIPING
0
EXISTING U.G. TELEPHONE
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING
PROJECT OWNER: CAPE COD HOSPITAL
C/O TERRANCE E. WHITTEMORE, CPE
DIRECTOR OF CONSTRUCTION & REAL ESTATE DEV.
CAPE COD HOSPITAL P.O. BOX 640
27 PARK STREET, HYANNIS, MA 02601
PH. 1-508-862-5104 FAX 1-508-862-7373
SUIT rLAN
PROPOSED PARKING LOT
# 509 569 629 66 BAY VIEW STREET
WEST YARMOUTH, MA
.
CAPE COD HO
v0,0 0 WSW 27 PARK STREET, HYANNIS, MA 02601
20 0 10 20 40 80
( IN FEET .) DATE: 5-20-2011
1 inch = 20 ft. REVISED: 6-17-2011 (SPR COMMENTS)
SHEET 4 OF 4- DETAIL SHEET
�,-�1'' OF Wq
OF MgSS d`( I S-
��kA 9cy r DANIEL yGN
o OJALA OJALA y
0 CIVIL No..4
A o.46 P,Q
/dNAL
off 508-362-4541
fax 508 362-9880
down cape en gin eerin g, Inc.
c/ vIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
98-168\-02-171 DOC PARK 2011.DWG