HomeMy WebLinkAbout05D1782OWNER
J'S AUTO SERVICE CENTER
1021 AUBURN WAY SOUTH
AUBURN, WA 98002
(253) 939-4816
PROJECT NOTES
ZONING C-3
LOT SIZE 0.22 ACRES
NEW BUILDING ADDITION 1400 SF
EX. BUILDING 1296 SF
SETBACKS FRONT = 20'
SIDE = 0'
REAR = 0'
PARKING REQUIRED
AUTO REPAIR 2696 SF/400 = 6.74 STALLS
PARKING PROVIDED
STANDARD = 5
COMPACT = 1
HANDICAP = 1
TOTAL = 7 STALLS, OK.
LEGAL DESCRIPTION
THAT PORTION OF THE SOUTHEAST QUARTER OF GOVERNMENT LOT 5 IN
SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W. M., DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID
SUBDIVISION WITH THE CENTER LINE OF 10TH STREET S. E., AS SHOWN
ON RYAN ADDITION TO AUBURN. ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 51 OF PLATS, PAGE 36, RECORDS OF KING COUNTY,
WASH I NGTON;THENC E NORTH 89 27' 33" EAST PARALLEL TO THE NORTH
LINE OF SAID SUBDIVISION, 366.56 FEET TO THE SOUTHWESTERLY LINE
OF PRIMARY STATE HIGHWAY NO. 5; THENCE SOUTH 43 03' 13" EAST
ALONG SAID SOUTHWESTERLY LINE 209.78 FEET TO THE TRUE POINT OF
BEGINNING; THENCE SOUTH 46 56' 47" WEST, 90 FEET; THENCE SOUTH
43 03' 13" EAST 67.29 FEET TO A POINT ON A LINE PARALLEL TO THE
SOUTH LINE OF SAID SUBDIVISION AND DISTANT 275.05 FEET AS
MEASURED NORTH 00 25' 26" EAST FROM SAID SOUTH LINE; THENCE
NORTH 89 31' 47" EAST PARALLEL TO THE SOUTH LINE OF SAID
SUBDIVISION, 122.23 FEET TO THE SOUTHWESTERLY LINE OF SAID
PRIMARY STATE HIGHWAY NO. 5% THENCE NORTH 43 03' 13" WEST
ALONG SAID SOUTHWESTERLY LINE 150 FEET TO THE TRUE POINT OF
BEGINNING.
PARCEL NO.
192105-9013-5
DATUM
CITY OF AUBURN BENCHMARKS:
#10-A, MONUMENT AT THE CENTERLINE OF 8TH STREET SE AND T' STREET
SE, ELEV. 93.14
#10-B, RAILROAD SPIKE IN POWER POLE AT THE EAST SIDE OF "H"
STREET SE, 230 FEET SOUTH OF 9TH STREET SE, ELEV. 99.13
#7-B, RAILROAD SPIKE IN POWER POLE AT THE SOUTHEAST CORNER OF 9TH
STREET SE AND "H" STREET SE, ELEV. 99.92'
ABBREVIATIONS
BLC - BUILDING CORNER MH - MANHOLE
C - COMPACT MJ - MECHANICAL JOINT
CB - CATCH BASIN OVHD - OVERHEAD
CL - CLASS PL - PROPERTY LINE
CO - CLEAN OUT R - RADIUS
D - STORM DRAIN R/W - RIGHT-OF-WAY
DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER
DI - DUCTILE IRON SO FT - SQUARE FEET
DS - DOWNSPOUT S/W - SIDEWALK
D/W - DRIVEWAY TC - TOP OF CURB
EL - ELEVATION TP - TEST PIT
ESMT - EASEMENT U.N.O - UNLESS NOTED OTHERWISE
FD - FOUNDATION DRAIN
FDC - FIRE DEPT. CONNECTION S - SOUTH
FF - FINISH FLOOR W - WEST
FHY - FIRE HYDRANT E - EAST
FL - FLANGE JOINT N - NORTH
H/C - HANDICAP NW - NORTHWEST
IE - INVERT ELEVATION SW - SOUTHWEST
LF - LINEAR FEET NE - NORTHEAST
L/S - LANDSCAPING SE - SOUTHEAST
LEGEND
DESCRIPTION
NEW
EXISTING
EX. 12" STORM
STORM SEWER
D
SANITARY SEWER
S
8" SEWER
EX. - - - -
WATER
W
EX.-2" WATER
AC PAVING
CONC. SIDEWALK
LANDSCAPING
SPOT ELEVATIONS
xx.xx
+xx.xx
CONTOURS
50
----- -n -- -
PARKING
5U
STORM MANHOLE
Q
0
STORM CATCHBASIN
■
❑
SANITARY SEWER MANHOLE
0
VALVE
H
FIRE HYDRANT
'
V
TELEPHONE MANHOLE
Q
ELECTRIC VAULT
EE
STREET LIGHT
}---
UTILITY POLE
s
-0-
GENERAL PLAN NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO
IHE CITY OF AUBURN'S REQUIREMENTS AND
SPECIFICATIONS,
2. STANDARD PLANS AND SPECIFICATIONS SHALL BE
"WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
(WSDOT) STANDARD SPECIFICATIONS AND STANDARD
PLANS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION" AND CITY OF AUBURN STANDARD
DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE
STANDARD CONSTRUCTION NOTES, STANDARD DETAILS
AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG
WITH A COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED
PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY
EXTENSION PROJECTS.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR
SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY
LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
GAS, POWER, TELEPHONE AND TELEVISION).
LOCATED IN THE NE 1/4 OF NW 1 4 OF SECTION 19 TOWNSHIP 21 N97.6RANGE 5E W.M.AUBURN,
WA
0. sb i
AUBURN MARKET
v> 1st ST SW uwi w w w z�3 c
EARTHWORK NOTES & TIM S CASCADE VIDEO w N _ 2n� K
3rd SW N c~i> N v~i u� !
v Q Q CRASS 4th ST -
IMPORT VOLUME = 50 C.Y. (COMPACTED) . Y w
EXPORT VOLUME = 20 C.Y. (ASPHALT REMOVAL) 98'5 a ALL FILL >.�
COMPACTED ATERIAL TO 95%HATHEABOVE QUANTITIES STONES TATTOO + 983 6th ST_ J
98.2 6th w Q
ARE ESTIMATES ONLY AND ARE NOT TO BE BODY PIERCING XISTING ASPHALT PAVING TO BE REMOVED -� s7 9 �, 7th 0 ST
USED FOR BIDDING PURPOSES. 7t
8th ST N V' r'
WITHIN NEW BUILDING ADDITION AREA Stn� ST � 8th ST SE w gth � SE LES
co
WATER SEWER CROSSING NOTES 98.E N = PGOVE
ARK
1Oth ST Q a PARK
V'
EXISTING UNDERGROUND POWER/TELEPHONE SE
0
CONTRACTOR SHALL POTHOLE CROSSING OF REMOVE EX. CHAINLINK '� � LINE TO BE RELOCATED 11to o w �G,p YMCA �
WATER SERVICE -OIL/WATER SEPARATOR LINE // � 12tn _�� ti oo � FENCE ALONG EDGE COORDINATE W POWER TELEPHONE COMPANYS
AND REPORT TO RUPERT ENGINEERING PRIOR TO OF NEW BUILDING G.S. Z
13TH v
CONSTRUCTION. IF THE WATER LINE IS LESS THAN 4.1
i W PARK 1411
T1 �9 q Q 3
12" ABOVE THE SEWER LINE, THE WATER LINE ,Loy PROVIDE 110 LF FILTER FABRIC FENCE ALONG 00 sE ThAl
M-Ld
SHALL BE ENCASED WITH A 10 LF 2 PVC PIPE, , NW AND SW SIDES OF BUILDING DURING DEMOLITION 15th ST SE 1�h, cn r
CENTERED AT THE CROSSING. L`WADDITION AND GRADI KK
GRADING NOTES
1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER
THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS
RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS
REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER
SOIL RELATED REQUIREMENTS.
2. THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE CITY OF
AUBURN FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH ON -
SITE WORK.
1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR
EARTHWORK ACTIVITIES.
2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH
THE CITY OF AUBURN OFFICIALS.
3. ESTABLISH THE CLEARING AND GRADING LIMITS.
4. CONSTRUCT THE FILTER FABRIC FENCE PER PLAN.
5. BEGIN GRADING AND CONSTRUCTION OF BUILDINGS, UTILITIES
AND PAVING. AS WORK PROGRESSES, ENSURE THAT
NO SILT -LADEN SURFACE WATER DISCHARGES TO ADJACENT
PROPERTIES.
6. WORK IN THE AUBURN WAY SOUTH R.O.W. SHALL BE LIMITED
TO 3 DAYS AND SHALL BE COORDINATED WITH CITY OFFICIALS.
7. PROTECT ALL NEW CATCH BASIN INLETS PER AUBURN STD. DTL.
DEV-7, AS STORM DRAINAGE INSTALLATION PROGRESSES.
8. REMOVE ALL EROSION CONTROL MEASURES, ONLY AS APPROVED BY THE
CITY OF AUBURN AND THE ENGINEER UPON SUBSTANTIAL
COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT
LIMITED TO, MULCHING OF LANDSCAPE AREAS, AND
CONSTRUCTION OF BUILDINGS, PAVING, CONCRETE SLABS AND
WALKS.
NEW EXTRUDED CONC. CURB NEW LANDSCAPING
,� „ " 1/2" 1/2" 1/2"
3 CLASS B -III- I1=1I I;
ASPHALT PAVING
°_ • ° a an,
o
\- 4" - 5/8" MIIJUS
EX. GRADE CRUSHED ROCK
COMPACT TO 95%
]�JXTRUDED CURB AND PAVING SECTION
H
TOOLED EDGE PAVING PER
1/C1
6"
4
b
a N CLASS "A" BACKFILL
EXIST.
PAVING a " qR, COMPACT TO 95%
ck�1-l�irli� rtlilritl-� #4 @ 12" HORIZ.
2'-6" I, #4 @ 12" VER-:
2 RETAINING WALL
C N.T.S.
NG OPERATIONS FOR NEW ADDITION
1400 F EX. CB 1 sth SE 17th T SE
o
� s.4 (HIS FL)OR TO MATH XIST NG EXISTING ASPHALT PAVING RIM 98.5 " 0 �
VICINITY MAP
RA E F 00 EL AT ON LE . 9 .9) 9a 4 IE 94.5 (8 NE) w
< ` IE 99. - k f IE 94.5 (12" SE) � W .
t� �I
98'8 6. REMOVE EX. CHAINLINK FENCE PROTECT PER AUBURN N.T.S. Z
pp, NEW 36" HIGH CHAINLINK FENCE ON WALL STD. DTL. DEV-8 Z z
so �
F' w
4" PO YDR IN , ;�'.99.9 ' �.
o
i S= 0.6 / b
19p �% / cry
. . . . W 422 SL TTE G TE �� .� p CONCRETE RETAINING WALL
SA CU E T. LA p' PER DTL 2/C1, SAWCUT
AT PROPERTY LINE / / \ 0 >
EXISTING UTILITY j �``` ., - . . . EXISTING GARAGE.. '' ` J / / \
° 99
POLE ` <` ' . FF . 99.9 .NEW �,�\ ��. y�Q� Z 3
NfW ROOFDRAIN CLEANOUT. ' ' HOSE BIB ''�s,7 \ CB 1, TYPE 2-48 p�, �J� / / � / O
9s 4 IE 96;75, . PROVIDE CAPPED TEE " 4 /
- REROUTE � EX, ROOFDRAIN . . . . . . . . . . PER DTL. 1 C2 �ti 35 LF 8 PVC \\yC, / / KIP U
TO. NEW,INFILT. SYSTEM y; RIM 99.0 / SDR 21, S=1.5� �5 / y
. I 99.18. r 1,,/ .....:.:.... .� IE 95.77 (8"N) sa.8 / �•
•
EX. UTILITY / / SAWCUT EX. PAVING VIP, Q
EXISTiNO_ BUILDING'.','. ; ; EX. UNDERGROUND— �� �o
EXISTING GAS ELECT. 9 PULE / AND CONC. CURB
'48 LF 12" PVC \
METER .�.�.•.�. .�.•.�.�.•.•.}'296.5���\ .��. U.V 660-SA �°-� � •... s. //// z �
z
OIL/WATER SEPARATOR / SDR 21, S=1.5� \ \ ZD
ss , . . . . . . . . .EXISTING .SALES ;�, . �' . PER DTL 2/C2 / /� \ EX. CB C 123 / iD
m
RIM 99.7 / REPAIR EX. ROAD DRIVEWAY, AND CONC. CURB INKIND
.-COUNTER,.RESTROOMS �: ; ;�'- 99.9 J / TRENCH BACKFILL PER AUBURN STD. DTL. GEPT-1 \ RIM 98.53 / �---
FF 100.4 �� '�: ,gyp CO �g �\ // / COORD. STREET WORK WITH BUILDING OFFICIAL \\ IE 93.9 /
NEW ASPHALT RAMP �� ''� IE 95.9 CENTER 20 LF OF ` / / / BACKFILL WITH CONTOURED \ /
W/PAINT STRIPE .VERIFY EX. �� \ �G STORM PIPE AT CROSSING REMOVE EXISTING 3. 4.8 / DENSIY BACKFILL CDF \ /
Q ems- BLOCK WALL PLANTER.
( ) \ / /
CLEANOUT . J 9 8.\ � �^� \� + 38 LF 6" PVC, AND SIGN POLE a / EX. CB C124 / / Q
EXISTING CURB J �° SDR 35, S=1.0% MIN. \/ RIM 98.46 >`\
EX. HIE 616 &SIDEWALK J \ \�,` 99.5 / IE 94.1
o RIM 98.8CD
PE 1 /
99.68 F�LjF / r CB
EX. CHAINLINK FENCE f /
�s l y�```��F, IE 95.24 cn
CO IE 95.22 �8",,S)
12NCONNECT TO EX. t O'��.Qo\��/ 4
/�
DR. CLINIC SEWER, VERIFY I.E. f � g' \ \
99.2
Y w Q
A99.7 / a X a °. / /� `
+ f / NEW A.C. PAVING / / '- o
PER DTL. 1/Cl
w ,� sg `,J4 a a / EXTEND ELECTRICAL
/ TO NEW SIGN /
z 100.0 EDGE OF NEW PAVING,----.,,_.-,-.-.f Y N°j / \ / CB 3 TYPE 1L PROVIDE CAPPED TEE /
MATCH EX. GRADE, f / RIM 100.5 / r
� SAWCUT EX. PAVING � �.���•.�. / � � S- ° /\y IE 96.25 (6" SW, SE)
FULL DEPTH / 4 SEE DTL. 4 C2 /
z 5 9' /
C14EXISTING ASPHALT '. f 99.5 ,'
C1' x PAVING I / EX. 3/4" WATER METER
w ...Q.
, (FIELD VERIFY)
�•' 9' 15't / 1 .1 D°� /
N r • \ / 40 LONG X 2 WIDE INFILTRATION TRENCH /
C" 10005. y� ° / W/ 6" SLOTTED PVC, SDR 35 PIPE / / In
IE 96.25, SEE DTL. 4/C2 / / / Q
/ L1J w EXTRUDED CURB v / LANDSCAPING, TYP.
o TYP. PER DTL. 1/C1 // PER 'L' SHEET SHEET INDEX ._..�
NEW SIGN PER DTL. 3/C2 / / / .....
z a EX. SIDE SEWER a / / / Cl SITE PLAN
N m FIELD VERIFY 100,3 � / C2 DETAILS AND PROFILES
F / • / /
L1 PLANTING PLAN
/ J ° J
100.1 J Q 99.8 / EX. CHAINLINK FENCE AND GATES / CF��1 / / Al FLOOR PLAN &ELEVATIONS
+ ,�� J / TO BE REMOVED ALONG / �O� �P`� A2 FOUNDATION PLAN, ROOF FRAMING PLAN,
I \ph JJ / STREET, PATCH POST HOLES / ��� \O /\O�' SECTIONS & DETAILS s
A3 STRUCTURAL NOTES
00
00.2 5 N \
N
c-
v
o z
EXISTING UTILITY °
POLE / / �� / / �/ / co Ln
z o �
/ / o
/ / / / / / � i> •� � � �
/ // o 100.2 / / 5' TO BE DEDICATED TO THE / 0 0
/ CITY OF AUBURN / / / °
>
/
UTILITY CONFLICT NOTE: PROJECT REF: BLD 0783-97 DATE 8/15/97
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD DRAWING CERTIFICATION
SITE PLAN _ DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE SCALE: 1 10' THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN A.M.
=
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ENGINEERING DMSION'S REQUIREMENTS Z CHECKED P.A.D.
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS 1► ! �o r,,
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER BY" DATE:
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES As Approved B: ,r JOB No. 97070
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE TITLE/POSITION:
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Date Approved: ZIA& SHEET NO.
THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONFlRMED BY CITY: DATE: C 1
CONSTRUCTION.