HomeMy WebLinkAboutR-381811NO2705 W 828.22'
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SDMH R1M=342.60
sSMH R1M-338.84 EXTEND EX ROCKERY ALONG 0.F 339.30 D j g. 8-1-1
1 , �a CHAN 8'CONC(N,S)=32769 SIDE WIDER PORTION OF lE 78'CMP(S)=33550 SS/AH '' or 1-800-424-5555
Kl R KLA ND A VENUE N. E CL CHA,,
98 POROUS CONCRETE WALK 7<j
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0 10 20 40
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SCALE 1"=20'
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w ELEVATIONS r r r WHEEL STOP (TYP) O
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EQUIPMENT PADS GRIND AND OVERLAY PER 12 PER 10 GRAVEL
ADJUST LIDS
U I RECONFIGURE POROUS CONC. WALK 6" CONCRETE SLAB PER AND CASTINGS PER c` o CONSTRUCTION LIMITS UMIT
�r _ AND ROCKERY TO ACCOMMODATE . COORD W/POWER, COMM A NOTE: ADD NEW ASPHALT AT TO GRADE (TYP) 5.0 CONCRETE WALK O
LOCATION OF GAS METER ASSEMBLY AND CHILLER INSTALLATIONS GRIND & OVERLAY AREA AS ROCKERY C7t
z � _ cR R[1 - . PER 10 RAISE GRATE AND
'�^ WHEEL STOP NECESSARY TO DRAIN TO EX NOTE: AREA BETWEEN
c5.�a O o CHANGE TO BE q@
TRENCH DRAINS AND TO FLUSH GRIND AND OVERLAY SIDEWALKS SLOPES TO TREE
z VERTICAL CURB r 7.5' POROUS CONCRETE PER 12 (TYP) ASPHALT PAVING � EX TRENCH DRAIN J
PER 6 OUT WITH CONCRETE WALK PER 2 ADA COMPATIBLE
Q (TYP) PAVING PER 10 C5.10 PER C5.20 CURBING
c�2o] c� o J c .�a GD G�: D R cD c ° ° TRASH 6P'�R CURBEl
WATER METER/VALVE/FH 63 D4
PATCH 6" CONC SLAB C 200
W R=43' SEE LANDSCAPE n ASPHAL SIMILAR TO STORM CB/MH ❑❑ ❑
FOR PLANTINGS I ;I, 0 cC5.100
> SANITARY SEWER MH/CO OO 0
694 SF L J L J
O 0'0,r ONIHaVd ON 3N Id, o GAS VALVE/METER D4 0
75 >e s
cIJ •^ .-v. ev. s o ,o "v -v' _ _ ' v v. .s; v�- .v v
O I STREET LIGHT ASSEMBLY
339.50 PLANTER PER BEGIN VERTICAL TELEPHONE RISER/MH ■ OT
r Z ASPHALT SPEED BUMP END CURB L SCAPE 1 v CURB PER
20
Q e / a PER11 E
NEW PAINTED o C5.20 N
z �i
WHEEL STOP TYP
CROSSWALK ^ w CONCRETE � (TYP)
WHEEL STOP ENTRY PER 12
LU PER 12 (TYP)
R=49' LL �10 \ ADJUST LIDS
ADJUST ROCKERY AND CASTINGS
19 SEE
6 �¢
�'��� as—� FOR NEW BLDG TO GRADE (TYP) FOR C1-0
N PROTECT EX ASPHALT SPEED BUMP
O PER11 DETAILED GRADING
ROCKERY ALT 2 c 2�0 END CURB 3
/ � � I
SEE LANDSCAPE SEE CI l o FIRE LANE � CONCRETE WALK
20
FOR PLANTINGS ? MARKINGS PER ( J 1 (TYP) PER 10
PERTORASPHALT m a c� o I C�
c�52�o Z Z ASPHALT PAVING R
ASP
R=43
m a PER(j)
ASPHALT SPEED BUMP \\ PER CI .'
z
O J
cC5 o PER 11
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GRIND AND OVERLAY =- ' GRIND AND OVERLAY
PER ADJUST LIDS PER(a:)
C5.20 05.2o MONOLITHIC # !_
AND CASTINGS CONCRETE WALK . -
L J I TO GRADE (TYP) PER 3 --
339.33 0� 0
IL � � ;C'(S)-33573
MATCH EX CURB
c 72"coNc w-335.33 w ® AND WALK
��- PROTECT EX �
CONCRETE RESTORE LANDSCAPING T- 3; ��
/ PER L'SCAPE FROM 2'-6" HIGH ROCKERY CURB PER 1 � ; o
- G
BRIDGE REMOVAL I CONSTRUCTION RECORD DRAWING
o != THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A
,T I � oRERHANc CAD FILE PREPARED BY COUGHLIN PORTER LUNDEEN AND
� HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND
I silly )78 i�l [SLR
C RIM ELEVATIONS OF THE STORM, SANITARY SEWER AND
[R V 8'F1R 8'oEC LIMITS OF WORK WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM
R CE&C CONSTRUCTION
IN r , MARCH LIMITS OF WORK COUGHLIN PORTER LUNDEEN INC.DOES NOT PROVIDE ANY
L J CB R1M=358.38 CL CHAN 8 FAC(E)=340.08
WARRANTEE AS TO THE ACCURACY OR COMPLETENESS OF
I
ROLLED CURB
e
7E 8 PLC(SE)=356.78 CL CHAN 8 PI/C(W)=338.6
LE 8'PVC(N)=35578 SUCH INFORMATION PROVIDED BY OTHERS -
LE 8'PLC(F)-35620 8'DEC
MAINTAIN MIN 4-FOOT 0 J� RFD. MARBI RQ<
' RB[
CONCRETE LANDING U P E R M IT# U 15000494
\ PER �� MATCH EX BEHIND CURB RAMP
fin\ Vim' ` � R LVIVI� VVHLII '
�g CONC WALK
Approved B: Date:
— — UMIT — — UMIT E - — UMIT — — UMIT — — — UMIT — ---LuMlf` UMn — — — — OMIT — — UMR p provey
CURB TRANSITION a 349.82
�� _ lE 8'PI/C(SE)=349.62
RESET STOP SIGN LIMITS OF WORK lE 8'Puc(s)=349.52 Approved By: Date:
TYPE 2 CURB RAMP �
W/DETECTABLE WARNINT""""""" ROLLED CURB F 72'PAc(Nw)=34i
PER 7 PER 5
Approved By: Date:
cog C� o -
cotiG Approved By: Date:
LV
VERTICAL-
It7 AS NOTED .. CITY OF AUTOMOTIVE TRAINING CENTER / /
OF WA $� O SURVEYED: SCALE:
HORIZONTAL: NAD 1983/1991 �► 04 30 20 1 5
W �1 - `� COUGHLIN PORTERLUNDEEN DESIGNED:
RENTON TECHNICAL COLLEGE FIELDBOOK:
ti A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: RENTON PAGE:
LBJ RENTON WASHINGTON DRAWING NO:
801 SECOND AVENUE -SUITE 900 P: 206/343-0460 ONE INCH DATU M
43667 �` SEATTLE, WA 98104 F:206/343-5691 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C,5.00
sSI�NAL y�v� IF NOT ONE INCH
N Q APPROVED: SCALE ACCORDINGLY PAVING PLAN SHEET: 1 1 OF: 1 Z
REVISION BY DATE APPR I J
R-381811