HomeMy WebLinkAboutBLD Plot / Site Plans01A /1\ R
CITY OF TACOMA
DEPARTMENT OF PUBLIC UTILITIES
LIGHT DIVISION
3628 SOUTH 35TH STREET
TACOMA, WA SHI NG TON 98409
CONTACT: JAYSON LELLI
PHONE: (253) 396-3066
PROJECi ADDRESS
PROJECT ADDRESS:
101 NORTH STANDSTILL DRIVE
HOODSPORT9 WA 98223
IAX PARCEI /NFOR/4A//ON
422055200061
EGAI DESCRIPTION
T22NR4W
EROSION CONTRO
NOTES:
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
MINIMUM 4"x4" TRENCH
''1
BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4"-1.5" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
z
CH
N
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
PROJECT
LOCATION
ABERDEE
WAS HIND TC
SEATTLE
TACOMA
OLYV PI A
Li
I„�� I� �I�11I I
6' MAX
111
III 11
II ,
POST SPACING MAY BE INCREASED
TO 8' IF WIRE BACKING IS USED
NOTE: FILTER FABRIC FENCES SHALL BE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
PORTLAND
1
DIREC—IONS TO SITEe
FROM TACOMA TAKE I-5 SOUTH FOR 28 MILES. TAKE EXIT 104 TO HWY. 101 NORTH.
FOLLOW HWY. 101 NORTH 32 MILES. CUSHMAN POWERHOUSE NO. 2 WILL BE ON THE
LEFT. FROM POWERHOUSE NO. 2 CONTINUE ON HWY. 101 NORTH 2.7 MILES TO
HOODSPORT AND TURN LEFT ONTO HWY. 119 AT "CUSHMAN STAIRCASE" SIGN.
FOLLOW ROAD 4.4 MILES AND TAKE A LEFT ON N. STANDSTILL DR. S. FOR 1200 FT.
TURN RIGHT ONTO STANDSTILL DR. N., SITE WILL BE ON YOUR LEFT IN
APPROXIMATLEY 650 FT.
EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED AS DIRECTED BY THE
ENGINEER (SEE DETAIL 1).
IF EROSION CONTROL FACILITIES ARE REQUIRED THEY MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NOT
ENTER THE DRAINAGE SYSTEM, ROADWAYS, ADJACENT PROPERTIES OR VIOLATE
APPLICABLE WATER STANDARDS.
CONTRACTOR TO LOCATE AND ABANDON EXISTING UTILITIES IN PLACE.
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
ALL TEMPORARY CUT/FILL SLOPES SHALL BE A MINIMUM 2:1 UNLESS NOTED
OTHERWISE.
EXCESS MATERIAL SHALL BE ROUGH GRADED ON —SITE AREA AND SPREAD OUT
SUCH THAT IT ENSURES POSITIVE DRAINAGE CONDITIONS. ROUGH GRADED
EXCESS MATERIAL SHALL BE HYDRO —SEEDED.
LEGEN::
DEMO
-a
i
STRUCTURE TO BE DEMOLISHED
APPROXIMATE LOCATION OF SILT FENCE AS DIRECTED BY ENGINEER
N NOT-S.
MINIMUM
4"x4"
TRENCH
2"x4" WOOD POSTS,
STEEL FENCE POSTS,
REBAR, OR EQUIVALENT
FENCE
NOT TO SCALE
33'X50' RESIDENTIAL STRUCTURE WITH CONCRETE BASEMENT TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #6)
2 36'X36' 2—CAR GARAGE WITH CONCRETE SLAB TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #1)
3 6'X8' SHED TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #2)
15'X15' SHED TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #3)
5 18'X12' BARN TYPE STRUCTURE TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #4)
6 9'X12' SHED TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #5)
12'X5' SHED TO BE DEMOLISHED (REFER TO APPENDIX "A" FOR PICTURES — STRUCTURE #7)
8 LIGHT POLE #1 TO BE REMOVED (REFER TO APPENDIX "A" FOR PICTURES)
LIGHT POLE #2 WITH ELECTRICAL METER TO REMAIN (REFER TO APPENDIX "A" FOR PICTURES)
GARDEN STRUCTURE TIMBERS TO BE REMOVED AND AREA GRADED (REFER TO APPENDIX "A" FOR PICTURES)
2'X3' ABANDONED CONCRETE VAULT (VALVE BOX) TO BE REMOVED (REFER TO APPENDIX "A" FOR PICTURES)
12FIRE WOOD PILES TO BE REMOVED FROM SITE, SIZE UNDETERMINED (REFER TO APPENDIX "A" FOR PICTURES)
3' DIA. ABANDONED MANHOLE TO BE REMOVED (REFER TO APPENDIX "A" FOR PICTURES)
•
NO-
0
o
1. SEE APPENDIX "A" FOR PICTURES OF RELATED STRUCTURES, SHOWN BELOW.
2. ALL LOCATIONS SHOWN ARE APPROXIMATE, SHOWN FOR SITE REFERENCE ONLY.
3. THE APPROX. 8' WIDE DIRT BURM BETWEEN THE SITE DEMOLITION AND THE WATER
WILL PREVENT SURFACE WATER RUNOFF FROM LEAVING THE SITE AND ENTERING
LAKE STANDSTILL.
•
SILT FENCE AS
DIRECTED BY
ENGINEER
•
•
LAKH STANDSTILL
SCALE: 1 "= 20'
0 10 20
•
d
•
•
•
•
• ,
O
•
•
•
•
•
12
O
APPROX. LOCATION
OF RIDGELINE
LIGHT POLE #2
(WITH METER)
STRUCTURE #7
(WOOD SHED)
STRUCTURE #5
(SHED)
8 \
LIGHT POLE #1
STRUCTURE #4
(BARN TYPE STRUCTURE)
awass
• osatessassc
eassiese
°LAN VIEW
APPROX. LOCATION
OF RIDGELINE
FOR BIDDING PURPOSES ONLY
CONSTRUCTION ENTRANCE 8" 4-71
INCH QUARRY SPALLS REMOVE AND
REPLACE WITH TOPSOIL AND HYDRO
SEED AT END OF PROJECT.
sessiossisi
esssismomly
STRUCTURE #2
(SHED)
STRUCTURE #3
(SHED)
• esisenele
sessosse
o
eassiminse
essessese
NO.
DATE
REVISION DESCRIPTION
DRAWN
CHECKED
STAMPED
CITY OF TACOMA
DEPARTMENT OF PUBLIC UTILITIES
LIGHT DIVISION
SCOPE OF APPROVAL
ORIGINAL DRAWING
CUSHMAN PROJECT
JENSEN PROPERTY
DEMOLITION & EROSION CONTROL
SITE PLAN
REVIEWED
DESIGNED
JAL
FIELD BOOK
APPROVED
SUPERVISING ENGINEER
10/6/2011
DATE
SCALE
DRAWN
JAL
CHECKED
REV. NO.
0
APPROVED
APPROVING ENGINEER
DRAWING NO.
SKETCH- 1
SHEET OF