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SITE PLAN SITE DATA KEYNOTES DL,W
7"=20' SITE 88,070 2.022 ACRES 1. ROCK WALL -- SEE DETAIL 6/SD5 REVS'Olq
BUILDING 33,440 SF 37.97 IL 2. 8" DIA BOLLARDS - SEE DETAIL 12/SD5 CLOSN-.
ru 11)A 71.
LANDSCAPING 19,074 SF 21.70 3. FUTURE %SPHALT PATH
PARKING 41 SPACES 1.?311,000 SF 4. RAMP UP WALKWAY SEE DETAILS 2/SD5 & 8/SDS
5. ACCESSIBILITY SIGN SEE DETAIL 10/SD5
6. HANDICAP SYMBOL SEE DETAILS 8//SD5 & 9/'SD5
CU M
7, REMOVE EXISTING CURB CU-.
a. NEW CURB CUT TO CITY oiANDARDS.
04 C4 9. DOAN SPOUT -- SEE DETAIL III/SD5
10. TRUCK OUTLINE
W 11. CONCRFTE END OF ISLAND SEE DETAIL. 13,/SO5
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.2.2941 80 1
&VOWURG ST. no'
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I OF 5 AS FILED FOR SITEWORK PERMIT 7- 12-94
MICROFILMED
tom- 0L*m HADI: IN 61 CHINA IN 1 �+ I11111 i..�
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V,
GENERAL NOTES
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1. SEE SHEET S05 FOR GENERAL NOTES. (f,
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0
265'-0" • GRADING NOTES
-I- �.; C P-.40Is.-O. 101-0, V) c pow 0
14 2u 0
k� CL r C -0
(x3 / r t; ` ''�I�1�� 1.,` 1 t1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROYNJATE Lf BELS �!J. a 0 N
CHAIN L1* f ENCE INDICATED. WHERE GRADES ARE NOT OTI.ERWISf INDICATED. FINISH GRADES
EXISTING N
z f,, I 1.1 /+
...... . . . . . . . .. . . . . . 340,29' s 2* 33' -0. w ARE TO OF THE SAME Ac' ADJACENT SIDEWALKS, CURBS, OR THE 01BAWS
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RUCTURE. GRADE, TO UNIFORM LEYELS OR SLOPES
:25_�
�5 GRADE OF ADJACENT ST in
LAJ
.. .... BETWEEN POINTS WHERE GRADES ARE GIVUj. ROUND OFF SURFACES. AVOID
_�7
4 ABRUPT CHANGES IN LEVELS, ROUGH GRADE TO ALLOW FOR DEPTH OF
a2 _21-- CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED U L Q c:
DRIVES AND PAvT_D PARKING AREAS AS INDICATED AND SPECIFIED HEREIN. 00 0
IRK, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS 0 CL rL
OF SURFACING MATERIAL.
110 FINISH GRADING: AT C04APIETI0N OF JOB AND AFTER BACKFILUNG By
OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS 041CH
k HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES.
GRADING TOLERANCES:
T RD, ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 0FT.
i 4 4 / // // ,/ ,/ SE A FINISH GRADE PRIOR TO PLACING FINAL SURFACING: 1 .03 FT.
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4
4
2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO
4 Sr'RFENED SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND
loe oo, ell TRASH BIN FOR PROPER COMPACTION OFREQUIRED BACKFILLING MATERIAL- z
EXCAVATOR(S) MUST COMPLY WITH O.R S. 757.541 THROUGH 757,571; 7—
LEC./ EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LVATIONS 0
�P. RSR. SEVENTY—TWO (72' HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO
4 ZEC t 11 1 1 : I 1 0
4 7 c c UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. Lj
-249.65
RIM=249.6
71
25' 4 .7 25' 4 7- 25' 30' 25' 4 7 25' 30' 25' 4 7 ' 25' 30' BAY 3. :TIVE EROSION CONTROL IS REQUIRE[ '!'ROSION CONTROL DEVICES m
MUST BE INSI A' 'ED AND MAINTAINED MEL 'iG THE D.E.Q. REQUIREMENTS, 0
'HE CITY MAY, ANY T,ME, ORDER CORK c-riVE ACTION AND STOPPAGE OF
�S2. I I '� 'I j I i _ WORK TO ACCOM iH EFFECTIVE EROSION CONTROL
4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE
CONTROLLED WITHIN THE WORK SITE AND :.HALL BE SO ROUTED THAT
ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING <
SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDEP
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CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE
LIA -1,s", I
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DRAINAGE CONTROL.
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DRIVE INLyL
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SITE GRADING PLAN LEGEND
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EXISTING CONTOUR
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jcw S AS FILED FOR SITE WORK PERMIT 7- 1 .2-94
1111 2 5 111911
MICROFILMED
III III III 0 m4m I 41mAus IN CHINA
GENERAL NOTES v)
1 ALL WORK SHALL k;ONFORM TO THE REQUIREMENTS OF THE CITY OF T,,PsMD,
V TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURK-10 EDIT" 0
T* OF' THE UNIFORM PLUMBING CAM AND UNIFORM BUILDING CODE, , 11
41 vil 1. 46
44 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF. BUILDING:
FIRE LINES: DUCTILE IRON, -TITAN JOINT, CONFORMING TO AWWA C-15'. CLASS 52 0
TEST: TEST AND STERILIZE AS REfjUIRED By TIGARD WATER DISTRICII g
UNIFORM PLUMBING CODE.
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3. SANITARY SEWER MATERIALS: < f,-*
INTERIOR AND WITHIN 5' OF BUILDING CAST IRON PIPE C in
181-w to,-o* Lr) V) eaft
0 OTHER ARE A;: PVC CONFORMING TO ASTM D-3034.
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EXISTING CHAIN LI* FENCE p 4. THE WORKING DRA'MNGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT
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. . . . . . . . . 340.29' S 2* 33' i�
. . . . . . K, SHOW EVERY OFFSET, BEND OR ELBOW REWIRE[) FOR INSTALLATION IN THE
SPACE PROVIGFD. THEY DO NOT SHOW F-VERY MMENSION. COMPONENT
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0 PIECE, SECTION, JO!:qT OR FITTING REQUIRED TO COMPLETE THE PROJEC, Y
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ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH #A%
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EXISTING CONDITIONS IN THE FIELD BEFORE BEG!NNING, CONSTRUCTION.
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EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION
m 4 a CL CL
oal b SHALL BE VERIFIED AS TO CONDITION, SIZE. AND LOCATION By UNC04RING,
PROVIDING SUCH IS PERMITTED By LOCAL PUBLIC AUTHORITIES WITH
LSI 251- N W) JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY
CP' 3 73 ENGINEER IF THERE ARE ANY DISCREPANCIES.
5 9 15 23
FRONT YARD
> 5 1) ,4 P P p Ir-1 1 UAU� I - " v 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE
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A- 7 CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107.
4 14 4 64]> 4 RIKM < SCR-ENE0 6. FOR WATER LINE CONSTRUCTION, SEE SHEETS W1 AND W2. U
V. 6 aw_2!� I- _@ --
4 013 1!�l 16) TRA SH BIN z
YL ; \,, I L, 11! ;1 7-
If 7. CONTRACTOR SHALL VERFY AND CONFIRM EXISTING CONDITIONS PRIOR. TO
0
COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES" 0 0
F. RS
s•.. I '49751
RJ ffjj
C81 - CQ 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES 0
RIM=249.60 M=249.60
IE-248.20 4 .7 IE-248.20 MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS.
TYP 4 7 THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF Of
m
WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 0
25 25' 25' 30' 25' 25' 30' 25' 25' 30' BAY
il 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE U
4
CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT
ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING
D
SYSTEM, ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE m
�� I 12 ( , 0
DRAINAGE CONTROL.
10. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING
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11. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID E ,ANS & ASSOCIATES
AERIAL SURVEY.
YL
2 r) 12. ALL STORM PIPING IS SIZED FOR A MANNING'S 'N" VALUE 0.012
In to
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2�0 - -- ( I' PIPE SIZES
BIKE R�CKS DRIVE IN YL DRIVE IN
INSIDE ACCESSIBILITY
L - _ _ , NUM SIZE % REMARKS
SIGN
I DRIVE IN DRIVE IN YL
L +-u :J, 1 6 1 DI PIPE REO'D <
2 4 SANITARY SEWER
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CL
2 5 30 3 8 .5
YL DRIVE IN 4 6 2 DI PIPE RECD
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5 81p .5
6 6 2 DI PIPE REQ'D
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1 7 10" .5 DI PIPE REVID
L.0 -0,;
91-
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26 9 10"
24 i TY
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w 11 10" .5
32 1
2E 12 6 2 DI PIPE REO'D
13 12" .5
2
25
14 6
'341211' 15 12" .5 1 1
C9 C8 ....... 16 6
�, 1 0 c RIM=250.80
-5 -. 250.50 17 12 .5
CB
R7IM;;! 0 50 Rim
ft IE=248.50 IE=248,50 IE=248.80
TYP L I
19 12" .5
20 6 2 DI PIPE REVID
21 12" .5
6 2
22
23 .65
6 .54
24
25 6 5.4
4 FB 81,
26 .4
27 6p' 4.3
-_4 DRAAN EiY
28 .65
CAW, NS
29 6'* 1 5.6
C-4ECXED By-
DPW
0
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CLOSING
-ATE:
210 LF
12" STS
0 1.57?
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IP K INTO
- _ .-_ X T�A
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SITE UTILITY PLAN F INLET
LEGEND
EXISTING STORM LINE
r4
_i C14 i EXISTING WATER LINE
LJ
EXISTING SANITARY SEWER
M; n I-
0 �:) ------------ PROPOSED PERF. STORM PIPE,
I'D
PROPOSED STORM LINE
ai
CJ d` PROPOSED WATER LINE
&4EE T
PROPOSED UTILITY EASEMENT
PROPOSED SANITARY SEWER (SITE)
PROPOSED SANITARY SEWER (BUILDING)
> (3 PROPOSED CONTROL MANHOLE
S D 13
u Vr FH
PROPOSED FIRE HYDRANT
m PROPOSED CATCH BASIN
0) 0 PROPOSED FIELD INLET
CO
WDSURr IXT,,71A, PROPOSED CLEANOUT
sff"41ft's 29- 4180
3 OF S
AS FILED FOR SITEWORK PERMIT 7- 12 -94
111 2 5 11;94
MICROFILMED
I "w*_ 0 OLM 0 41 MAOI IN 0F111"A IN 116
1 4pl-
ISI I
I III III IIL
EROSION CONTROL NOTES: 51" DRAIN INIFT PROTE 7TON _]
1•LLN!'ft�
TU PXEVIJHT Yplllpl w LN,ERYW tTOMI GRAN srbl[Mt ARE(/ TO a
1 E.bLeVln lbn Ocl1MlY to t IONTH Of '. ouEdWq Lpn MruttIan, PI NMANENl MBAJ2AT 0/ OIiTUMERb AREM
ewk (.lam dTWn,aa'ItaY wWa, vote, qae, f . ..�
.taCI,W. taliAan.: EdB1Llr1•A1•: Rt..FM�(11CJ AIA ra � . e0
2. Iota HGI 4Te OYw 2.b7 oe :it
ACe5J5 mDelvaeaMILRE STORM DRAW W1LT8 OPFFAlICIM BEFORE PI MAXtXT STAT JIATBR' W O
G TEE UIST.NRBED DRAINAGE AR[A. F- at
.L AA tru. V UValpaHnq wtwotw ay. Ran the nl+ ADJACENT TO AND IMMONATELY ODIMNLl a UTYJtt TrPF :OrSTRUC'YIr
OWN oe e90 Rexed w that eota a"pnq Num the Got cannot FYISTIMO PAVED AREAS WITH CA OI BASH ORA7MAG[ M RI
arto soon the Vehlye. H Nuck to not wand. the oadad truck it (�
req„Vea to remote w plott, hntl the Mata' dripping Nan the LL- OEi{WI rnl! RtA/AP. N r,
wturatad 900 Has been reduced to lean than One gallon Pa hour
O It
SEE FOR STOW DRAW HALT pROTFC11br
INMv Iw.Hnq the aYa TA
a TO FIDW Dani T r.,• 1
cv BFRMS MAY BE REWIRED TO DICT ORAWML 4 rt Y- Ga
Q
AND PREVENT BrPAS5W0 OF T14 YAII. y too ..
y II
+. Eutt UM -Stalked
control li rllned . inn the
control dedcH Q /\ AT NO illlE JIALL MORE MANAGE FOOT DEPTH (f YDRRM' K /A1/1KL "O •V 01.
That b. at OAat any
mohlah w mwlhQQ lne D.E.O. d stoppage
a e 4J ^^ AT NO TIME
AGAINST ETH DRAW FO PR fF'H IF SfOA&U S. SFOOSEL rD e O
Me Ciy •now al any lNnw oda carTectlVe action MO elopDoge a
.ark to xcumplleh eHecllXe eredan contra. Z 'z R BF REMOVED AND INLET PROTECTION MEASURES RE'.TOREU AS WEDO TO M.WHtls O I
L.L THEIR SEDWFNI TRAPPING AND FKTERING CAPABRIlyI -
? ENacbw aahuge cm1•a IA rpuired. Drainage Null be TEMPORARY O S (V Q C NC,
Contr01140 .thin the Work elle and .hall be so routed that265'_0" N CONSTRUCTION U- N RAW BALE SEDIMENT BARRIER IA Pas l i
_ __
00*wt Wwte gu paty, Public Dropaly. and the reteMng ayetem Ie o la--0' ACCESS U) •� D -- I
as not odVMWy YPoc1*d The City may, at any tmle, oda carectlw - + o BMS G C G v
action and eloppoge 0' Wurk to occomplldh a,NaCU.e a0310n conNOL ]yJ .�- J4++ IF>! AYE • TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CDHSTRUCT,CN SITE BY
Qi EXISTING CHAIN LI FENCE IFS W
.. , . ... . . ...1•- •• ... ....._,. . ....,• ..._ ... . . . .. . . .... .... ..�. 340.29' S 2• 33' ' W ppll VELOCITIES.
A TEMPORARY PHYSICAL BwmlFx TO 'IDIMF.N) AM EN2:QMG RYM(fF
N VELOCITIES. Z ;;CO
�'— 254 - - - j'{ Z Q `+'. a.; CONnll'ION% EW PRA TI A.Pw,: Y w VI C-
52 a 1.'N�. ' • MAY BE SUBSTITUTED FOR TEMPORARY :"DIMENT FENCE FOR WSTALLATIGFSU t O
W u C
OF LESS THAN 200 LINEAL FEET AND FOR eD E-FAM/.Y OR DUPLEX Q ('an O L 1
1 RESIDENTIAL CONSTRUCTION ACTIVITIEC ON LY15T0W RE
LOTS OF CORD. o IL w
r-FILTER FABRIC OVER C.B. b 4l 9ry' j
F"E t Al TOE OF 501:5 STOCK PIlE1. L
GRAVEL FILTER n IiJ /'\
/ \ \ \ \ \ 71 W EXISTING, UNDISTURBED DRAINAGE DITCHES/SWHES USED IO CONVEY
/ ) / ) 251 ) / 2H'-0" C DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION STE (AS ALLOWED
1 Q / / // / // // // // / BY THE .URISOiCT:%).
'n 251 // // / // / // / // / EA DESIGN CRI RIA/SPEDFMATIONe'
• 18� MIN. I1 Q / / / // / // / // / // // I T
J f / / / / / / f / / l ,r. r,�
-` I.._ _ 4 U / / �T"--E55 / / / / 250 / /.I,i'.- t'J',.-.'i:`•.•{. ...: .E..t: ::'i SEE SHEET SDs. FCR LOCATION a STRAW BALE SEDIMENT B.ARB7Es err
_ ry / / / �/ / / // / / //SCREENEDALONG SLOPES AND CATCH BASINS �/
S -- - _ r .�
Bim . - _ CO(t(Jly�i /._. CO TO / / __ _-. - t �, n TO eD POUND RECTANGULAR BAIL 7 Z 7a.
TRASH L STRAW BALL SHALL BE STANDARD 40 — .
/ . f Q / / r CEREAL CNNN OR SEED STRAW. Q O
\ \ RSR. `Sl STAKES SHALL BE WOW DRIVEN THROUGH BAILS AND INTO GPOAb TO J F�
WEEP HOLES IN C.B. N \- V VVV... �j A MINIMUM DEPTH OF 12 INCHES
25' 25 25' 30' 2MW 25 JO' 25' 25' -BAY STRAW BALLS SHALL BE KEYED INTO EXISTING GROUND FOUR TO AX INCES. m 0
STRAW BALE SEDIMENT BARRIERS MAI BE LEFT W PLACE W USED AS MULCH Q
CATCH BASIN SECTION 2g2 ,.�` AFTER compt-TION O SITE WORK IF APPROVED BY THE AMSICFIOAL
254
AT NO TIME SHALL MORE MAN A ONE-FOOT DEPTH OF SEDIMENT BE O Q
N ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BAPPO
SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE OR THE
r �{ 34.. NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADENAR
BRIERS. m
JD N III yT:: BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL m
f�0\N� a „/r 25 c'33 l��' to I Lei UNTIL OWNER ACCEPTS WORK. F-
IC GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION Z
AND `l
/pT' \llM 'o� I I kl TEMPORARY SEDIMENT FENCES NLij PURPOSE'
,
vflflS ?"
TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY +
\/\ PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND POUCWG RUNCI I
VELOCITIES.
•.` �\ Q Cm m CONDITIONS WHERE PRACTICE APPS i
- z NY . DOOFF OPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET
F '1
2' 4*
SPALLS / O 249 I 28D I ?4 t AT THE TOE OF SOIL STOCK PILES.
SUBGRADE REWFORCEMENTJ "�� PROVIDE FULL WIDTH 250 111uuu .1 Q
GEOTEXTILE, AS REWIRED OF INGPESS T I �S/ 2 5t Q LA INTERVALS AS AREAS. ED ON SHEET SD4 ALONG THE CONTOURS ON J
'. q N - 2 .J, LARGE DISTURBED AREAS. m
9' MIK N I 'Ate AT GINE BREAKS EXCEEDING 20R
DRIVEWAY SECTION +h I KDEpCKS DRIVE IN DRIVE S
IBILI7Y T ( tir FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. J
SIDEWA O
SD4 a-NAr N \\ 253.70DRIVE IN DRIVE IN _ SIGN _ f-UP -^ ,A SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS.
� � rH
Vl ITSION CRITERIA/SPECIFlCAOONS
C r, YL VAN DRIVE IN I AN 5 55 CUREt F .:� SEE DETAIL 3/SD4. Z
2* % 2" WOOD POST AT 4' O.C., STANDARD '' SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH O
OR BETTER OR EQUAL ALTERNATIVE: - I'i CHARACTERISTICS DEPENDS ON ME SUPPORT FENCE. FABRIC ATTACHED TC
STEEL FENCE POST 3 •rT CHAIN—LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE U
PLACE POSTS AT a-0' O/C MAX. Q 253 ATTACHED TO A FENCE OF B BY B INCH REINFORCING WIREECTION IS
FILTER FABRIC FENCE — c i iJ.l �y ,_0 '—d" i h THUS BASED ON STANDARD ENGINEERING PRINCIPLES SYNTHETIC
SELECTION
FILTER —
36' NIDE ROLLS �• FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO Z
1O PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION
• I.6 LIFE AT A TEMPERATURE RANGE OF OT TO 120T. O
252 s N2.5Q `o H /•f ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER N
rr I a i pr `f. SEDIMENT RETENTION. O
AT NO TIME SHALL MORE MAN A ONE-FOOT DEPTH OF SEDIMENT BE
_ ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD
o w
H �j gyp c a I BE REMOVED OR REGRADED INTO MOPES AND THE SEDIMENT FENCES
p O " REPAIRED AND REESTABLISHED AS NEEDED.
BARRIERS SHALL REMAIN IN PLACE WD BE MAINTAINED BY CONTRACTOR UNTIL
e GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND
t UNTIL OWNER ACCEPTS WORK. _
cA PROVIDE INLET T
TEMPORARY EROSION t . GRAVEL CONSTRUCTION ENTRANCES
PROTECTION CONTROL FENCE • ' PURPOSE
NATIVE 8A0(FTLL `R.
4 MIN. Q 1• E �T/ TO REDUCE ANOINT D' MUD, DIRT, ROCKS ETC, TRANSPORTED ONTO ROADS
®
•�•. BY MOTOR VEHICLES OR STORM WATER RUNOFF CONSTRUCTING A STABILIZED
BURY BOTTOM OF Z 'J PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES
MATERIAL
IN 4
IN 4 % 8 TRENCH. CONDITIONS VM RE PRACTICE APPILIF&
3 EROSION CONTROL FENCE LL l 1 �L I ; ® AT ANY CONSTRUCTION SRF. WHERE TRAFFIC WILL BE LEAVING THE SITE ANDDATE:
MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS OR OTHER
lL- APPROVED ACCESS POINTS.
wj. DESIGN CRITERIA/SPIFIATIONc DRAWN BY:
(1 •• SEE DETAIL 2/504. CAW/NSS/SLD
U— :N
' MATERIAL SHOULD BE 2' TO 4' QUARRY SPALLS
CHECKED BY.
R N
THE GRAVEL PAD SHALL BE AT LEAST B INGLES THICK AND 50 FEET IV REN90N
o LENGTH. WIDTHSHALLBE THE FULL WIDTH OF THE VEHICLE INGRESS AND
NTJ APPROVED FOR SINGE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION X DAIS:
o C, EGRESS SITES.) AREA. A 20-FWT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS F! g O�,p9 G
ADDITIONAL GRAVEL MAY HANE TO BE ADDED PERIODICALLY TO MAINTAIN
T %itPROPER FUNCTION OF ME PMO.
N / }'? IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM
M
\- EROSION CONTROL PLAN � HOSING
WHEELS SUCH AT MUD AND DIRT TRACKING IS EVIDENT OFT SITE
;1. OIMEASURES MUST E TAKEN. SUCH MEASURES MAY WLi.IIDC
01 1'-20 HOSSINGNG OFOF F WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER
CON TECHNIQUES/WORK DONE OTHE
E N OPERATIONS MODIFICATIONS ER
WASHING SHOULD SHOULD
ru Er DRAIN HRWGH ASILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE
CONSTRUCTION SITE.
CI, N +'+N CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REWIRED TO KEEP PUBLIC
dd
aid STREETS CLEAN AT NO ADDITIONAL COST TO OWNER.
N ~ H USE SUBGRADE REINFORCEMENT GEOTE%TILE UNDER GRAVEL PADS FOR ALL
� BUT CON TRU TIO Or RECORD. FAMILY/DUPIEX RESIDENCE ON
K
l SHEET
0
i
la
N
SD4
v
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,NOB No.
N jumm"'O.7451
294180
aFi°w AS FILED FOR SITEWORK PERMIT 7- 12-94
I I z :, Iona
MICROFILMED
I I I V I I I 1 VIII V I I I IA`IL M I N
1
4MI I I V N 2919
9x
NATIVE BACKIRL,
(SEE SPECIFICATIONS FORPROPOSE0 PAVEMENT AREA
I/ T I c—
COMPACHON RLQUIRfMfN 5) SEE TYPICAL PAVING SECTION Ar-- r,
io
MD114 OF SIIXWAL.K I -LAWK PIPE INTO HUB .1
i SEE PLAN
TOP ty CURB LANDSCAPE AREA HINGED TRAP (A
I PA V1 0 Ab't A
-&WXW f1N1ISH 1.- --- , .
lyp OF SIDE-WALK w
01 4* x 2'-4" x 2
1/ 1), ---- 1� EVEN WITH PAVING �P-ON OR WELDED GR -4JAYWo SECTION, f>(alAIED L
TLWO EDM EACH SIDE
10 A (-) dLi
. �,,I" I / . ROCV BASE OR LA.P46CAP*4G to
0 HOLLr4 FACH FA(;E 4-1
-0" GRANULAR 13ACKFILL COURSE LEVEL --CON 0-k
EDGE -f SPECIFICATIONS FOR ME CRETE FRAUE CA!IjhG co PIP
TAPER CURB Al SIDEWALK OR END Of CURB AmOUT FPAW Ajdtj COWJR � 6 R
A COMPACTION REQUIREMENTS) -PAVING c# I
4' a" r CL
DIMENSION 41
or)
ON PLAN 0
XTRuoE0 CONCRETE CUHH X 8
COMPACTED FILL FINISH GR 1'-0" GRANULAR BACKFILL I •
ADf SET IN EPDXY CEMENT (SEE SPECIFICATIONS FOR V)
11Z
LI
—ASPHALT PAVING COMPACTION REQUIREMENTS) ELBOW
c 9:0, in
CONCRETE MTN I aL 1/4" STEEL ALL. WELDED 0
vA CONJIRUCTION. ASPHALT '%
%66ioov -j
L)ONTROL JOINTS AT 5'-0' O.C. > Uj
SF*ER LINE CL A C
AND EXPANSION JOINTS AT EMUiSION COATED INSIDE
vcp 0 v() I j*) 0
20'-0* O.C. OR AS w . a AND OUT. 2'--0" x 2'--0' *YE
'o GRANULAR BACKFILL ZD cu
0
SHOWN ON PLANS. 14 (OR 24- ROUND) F4 a'
Ova 0, (SEE SPECIFICATIONS FOR 11011
CRUSiIED ROCK BASE N XN3vjc� INVER r 0
00 0 COMPACTION REQUIREMENTS)
ELEVATIONQ�
C) L 0 to 12
0 , Z---SLOPE AND I.E. VARIES 0 c
�q (j 2 a
SEE UTILITY PLAN FOR PIPE NOTE: c
SEE PLANS
io vop-11�111 I�1. < t
0" COVER ON ALL PIPE IN DRIVE AREAS.
SIZE AND TYPE (MAIN PIPE)
4---4-- 2) LYNCH TYPE CATCH BASIN OR EQUAL ELEVA TION
a CATCH BASIN �s e"-- CLEANOUT
CD ---�STANDARD TRENCH 6 r4
4��IDEWALK w. r3
:22
N EXTRUDED CURB AND TAPER 8D5 3/4'- N.T.S.
NTS T.S. Lai Full Size
--WIDTH VARIES ----.090' A.LUW!NUM SIGN PLATE
TOP CAP ROCK SEE SITE PLAN WHITE BACKGROU04D
M-MENSION--VARIES WITH NUMB-IR RE0111RED I' HIGH BLUE LETTERS
4 AND BORDEP. BAKED EVAJJEL
'JU. UJ%A4AF.�, Z
--1 1/4" GALV. STD. PIPE 11.12 1;12 1
I vix HANDICAP SYWBOL WHITE
VAIN BLUE BACYGROU14b
G
DISABLED SIGNAGE PER JRB
STATE REQUIREMENT -TAPFP '-'-
SEE DETAIL 10/SD5 -ASPHALT
nALJ/,�
CONCRETE FLUSH
-ASPHALT PAVING 6"
K--7_'- t7t
' ---EXTRUDED CONC. CURB 2 I
ty SIGN
VAN ACCESS)BLE
SET IN EPDXY CEMENT 4" STRIPES
AT 2'-.0" OC TYP. +
7 Z D
------___----DRAIN ROCK 7" 3 1/2"
0 Ori
/r---
0 TYP.
30 WIDE PAINT STRIPE
641CONC. FILL FINISH -0 =- TYPICAL Z
4-Z:
WEEP HOLES SAME AS ADJ. SLAB T 'A
AT 4'---0" O.C. HORIZ. DISABLED SYMBOL,
PAINTED PER NOTES .tn
OREGON LAW 1. ALL DiSABLED STRIPING N;--------
AND SIGNAGE TO COMPLY
WITH ORDINANCE
.It ORS 447.233.
2. 7
'�OUNTED TO SIDE FOR
PAINT ST.�IPE DISABLED SIGN TO BE
VAN ACCESS LOCATIONS cm
--fXISTING GRADE ............. AND MAY BE CENTERED
91-0" FOR STANDARD DISABLED
--- 1 10"
- - - -.L 6'-0" STD. (TYPICAL
(TYPICAL) 9-0" AT V4N SPACES.
6 STACKED STONE WALL ACCESS LOCATIONS a' 7 RIBBONRACK 6 8 HANDICAP STALL HANDICAP SYMBOL 10 HANDICAP SIGN
N.T.S. to
NOTE TO DESIGNER - N.T.S. N.T.S. W N.T.S.
VERIFY RACK LENGTH FOR NUMBER OF BIKES REQUIRED
38.375- FOR (5) SPACES.
Z
CONCRETE BACKFILL TO
TANGENT POINT OF CURB
LU OR AS SHOWN ON PLANS. <
0- FRAME AND GRATE
FLOOR SLAB 0 BROOM FINISH SURFACE
F.G. OF RIM LJ
X
HIGH WATER
EXTRUDED CURB POND SURFACE
CAST ;RON TO EXTEND
H
IE
4' ABOVE FINIS GRAD WALL IPE BOLLARD, FILL WITH
R CONCRETE, PAINTED YELLOW
90 DEGREE SHOR� TURN --45' WYE CLEANOUT (8- D;AMETER).
ELBOW HUBLESS �AST IRON PLAN CVERFLOW
m STAINLC'SS STEEL WITH PLUG. SEE PLAN (SDI) FOR LOCATIONS IE---249.65
BMD, TYPtCAL AND SIZE. 2" OF 3/4" -- 0" CRUSHED 0
ROCK UNDER CONCRETE ffi
GRAD IE IN
4" CONCRETE BACKFILL IE OUT=246.20 (12') �48.20 (4
R = 1/4"
45 DEGREE SHORT SUMP = 165.50L
7JPN ELBOW S)LID GRO'j F AT BASE
ORIFICE DIA.=0.66' -Ki to 17
FOOTING TYPICAL EXTRUDED CURB 6-i 20-0p
--L- --p
(SEE DETAIL) -00@ 30 FILTER FABRIC 3
3%-9
ORCHARD GRASS
.3
SECTION ELEVATION
NOTES:
A.C. PARKING (SEE
6", 1. FOR PIPE SIZE SEE PLANS. 3-
TYPICAL PAVING SECTION)
POND FLOOR PEA GRAVE-
E -,IT 2. Fc = 3000 PSI IN 28 DAYS 2 46.19
W75N PLANS 17 3. OUTLET AT SIDE WALL OF INLET. SEE
io ri .- PLANS FOR PIPE ORIENTATION. DRAIN ROCK
ELEVATION
r"Nn
-'�CONTR PERF.L-Jfw ` BOLLARD EXTRUDED CURB W/CONC. BACKF ri4 OL FIELD INLET PIPE 1-n NCH(`t�j WNSPOUT 6-2
N.T.S. Q- SD5 N.I.S.T,S. NTS :R �,�5 NA.S.
U') N.1.S.
S,�
",7)C+-
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A
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DATE-:
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4 IN:f got-am 294180
AS FILED FOR S I T E W O R K PERMIT T 12-94
Illi, 2 5 1`,94
MICROFILMED
11111 11111 11111 11 ! 11
I I mm- 0 (AAN 0 41MA139 IN 61 C14W4A IN