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SYMBOLS AND F?�FERENCiES INFORMATION
A _ sE,CTION
OWNER: 1 ,. r
RUIIDING SECTION KEY MARKS CONTACT: DICK KR1PPnl7'rJL KEN
PACTRJST PROF rRTI,
GRIMES
- 15115 SW SEQUOIA PKW'/ SUITE ?00 '
CATEGORY
TIGARD, OREGON DA IE:
` SFrT10NF (503) 624-6300 5/15/95
••w •+'���
PACM
A `�� 1�!_ v VIAU SECTION KEY MARKS Z DRAWN BY.
SHEET / ARCHITECT: MACKENZIE SAITO dl ASSOCIATES, P.C. UMM
THE 1101E DEPOT � 1 \ � suam 9 MOON ^�- `�``~ I _CAtEGORT' (BLDG SHELL) JONTACT: DENNIS WOOFS
MIMIJ 0680 SW BANCROFT STREET CHECKED BY.
PAM 4 �`�' _��`~--� `_'` _ PORTLAND, OREGON 97201-0039 DRW
r "- -�,► r 7._ _``�'` �' ^�`� DETAIL# (503) 224-9570
r REVISION '
SFOU01� PKWY --------- _---` D� �(ti r; 10 ,` �` DETAIL REFERENCE MARKS 12 $FLEET CIVIL A � EDITION
0 C L ND MACKENZIE ENGINEERING, INC. CLIiS;"�C
C_'\�` � \�� - STRUCTURAL CONTACT: TIM 5-011?_I T 7F.'R Dn7F: r t
I !r y ' 1, N ' CATEGORY - ENGINEERS: 0690 SW BANCROFI STREET _
PORTLAND, ORFGON 972')1 0039
BUSINESS \ `�''� (503) ,.2a--RsAn ---
-- PARK I 1 �_ crry of Tr�ARc
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( � II i ------_- -- -_._ LLNr2 SITE AREA 513,700 S.F.
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P 11 I' � Fi E E31 ! 181 rOr
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43,435 S.F. C N0 m�xOo
MNSP =33 4 3 33� o#190 31,565SI cVI
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C� FFt, ~.,,, �` ,� t 1BLDGCOVERAGE35% rn • Ki Q
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f, t 3 13 13 - 13 6 >r n I- + I LANDSCAPE AREA = X �`.
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VARIES � �
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L- B�� M f laJ • cn rn
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1 10 F.F.=158.50 , ?, 11 �,....... !. 1 Z .`� d it
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PARKING Q -
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88.2' �\ G ,+,h t , 8 -` r ; CALL SPACES ARE 9' 16,E U c�c�.
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• ♦ ♦ • • • • ♦ ♦ ♦ • ' REQUIRED = 346
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PROVIDED:
- 362
6� `:J _ 3 F.D.C, F.H. a _• ♦ 9 e \ v,. �_ s w HANDICAP -
16
REMOVE EXISTING t 12 'Fill TOTAL
FEUCE TYPICAL + - _.__.___ __ ___ __ 14. . .. _._ _.-..---- 228' ____ _____.___. + + 1 q,
1_ 4 'ton rni �� 4 �R?M �u.BM 1
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_ 70.0' _ cy r / ,1 �� �7 `°•_ _� � � 27• -_ . � i o� �!, 1 , __ Ln
BLDGL N (� x%7) Q' 16' I _�__ 100' -� I .. 11 I CA TCN BASIN SEE DETAIL -A
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28.0' 26' !" � v ,,i ODU SF `_cV .it, I ( . -_`
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� F.F.--164.0C
ti w25 #-
10 43,435 SF ► ,� 43
YARD LIGHT U
13 13 A �._ 97 SPACES 9 ^' t� „ I Q #1 SHOE BOX STYLE Q
2.223/1,000 SF ,. • I ) CL
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ON GRADE OVERHEAD DOOR
F.F.=165.00 �- � I � •I � n
.4. 4 4 N A DOCK DOOR ---
04 N _ I w FIRE HYDRANT
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R T 8 8 1 n �; 9 ' 131,565 SF �� C9 FiRE DEPARTMENT CONNECTION
REMOVE EXISTING LNG 8 - - �'12r ! 118 SPACES ar ++
FENCE TYPICAL 1 O0__ 8 ) V� 4.226/1,000 SF F1 a Il U f t r
6 5 SP 4 SP = 42' 6U' 16' I� rl / F.F=1'70.00 �I�,y N S f 1.
/III t F.D.C. 13
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_. � I ' los��2 � � GENERAL NOTES
55 10S 9 ' 0 P = 0 19 ' 1 S� 9 '
n, REMOVE EXISTING
OVERHEAD POWER cr EXISTING SCALE `+ I A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD,
rn r
LINE AND POLES Cd AND TRAILER '-- TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, .AND THE CURRENT EDITION
COORDINATE WITH 1 TO BE REMOVED q 'A/kA. OF THE UNTFnRM PLUMBING CODE AND UNIFORM BU!LDING CODE. _
POWER COMPANY SITE PLAN REMOVE EXISTING- ;,I{, 8, WATERLINE MATERIAL, TO WITHIN FiVE FEE`' OF BUILDING: ((( DPRO/`,,
1 \t�'tN
1 ': 4U FENCE AND GATE FIRE LiNES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C- 151, CLASS 31
TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT .AND
UNIFORM PLUMBING CODE. `-
KEYNO'' c C. SANITARY SEWER MATERIALS: ��
TES � INTERIOR AND WiTHIN 5' OF BUILDING: CAST IRON PIPE '!"qt
0-'HER AREAS: PVC C:ONFORMiNG TO ASTM D-3034. R� KOV
1. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL 13/SD5 ! t C I I ' '� )� EXPIRES: 6
2. CONSTRUCT CITY OF TIGARD STANDARD CONC, COMMERCIAL DRIVEWAY 30 9
�^: {' , D. THE WORKING DRAWINGS ARE GENERAI .Y DIAGRAMMATIC. THEY DO NOT
SHOW EVERY OFFSET, BEND OR ELBOr': REQUIRED FOR INSTALLATION 1N THE DATE:
_ � { E
3. STORM DRAIN INLET CATCH BASIN SEE DETAIL 1/SDS SPACE PROVIDED. THEY DO NOT S'.OW EVERY DIMENSION, COMPONENT
��-•, f #if ^x�" �,��. I 4. FOR ASPHALT PAVEMENT SECTION SEE GEOENGENEERS' REPORT 7 PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT.
5. 12" WiDE WHITE CROSSWALK PAINT STRIPE - / / t 1, ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH URAWIJ BY:
r EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. HR
E � � 6. LANDSCAPE AREA SEE LANDSCAPE PLAN S X �. S '- 7, 7 S" `'i., 1
t �3 `��� r 7 r/ ) EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVAT.ON CHECKED 8Y:
Y lrlf o1 ra+ \ 7. 8" CONCRETE TRASH DUMPSTER PAD T SHALL BE VERIFIED AS TO CONDITION,-SIZE AND LOCATION BY UNCOVERING,
- 8. DISABLED PARKING STALL.. SEE DETAILS 8/SD5
PRGVIDiNG SUCH 1S PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH RWB
JURISDICTION, BEFORE BEGINNING CONSTRUCTION, CONTRACTOR TO NOTIFY
9. METAL STAiR SEE DETAIL 2/A6 ►' `! ✓ 5~- 1,, ' nc RCVISIUN c
EN,',INEEP IF THERE A.._ ANY DISCREPANCIES. >;1� -
10. 4" WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS ---�'
EDITION
� �
i E. PROVIDE CU-ANOUTS AS REQUIRED IN THE CURRE14T UNIFORM PLUMBING CODE
.'$o . r N 11. SIDEWALK RAMP (MAXIMUM SLOPE 1:12). SEE DETAIL 7/S05 7. 't -'
CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTfON 1107. r 1I j,' DATE:
12. MATCH EXISTING SIDEWALK, S~ " S- ,��
�.r. 1 X
13. 4 THICK BY 5 WIDE CONCRETE SIDEWALK SEE DETAIL 11/SD5 F. TERMINATE BUIi_DiNG F!RF SERVICE A I .5' FROM Bt1iLD1NG,
VICINITY
I
�_,� 14. 4" THICK BY 8' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL. 12/SD5 � � � � � y��• �, ) G. CONTRACTOR SHALL VERIFY AND CONFIRM F:XI,FIPJG CONDITIONS PRiOR Tt7
r i�IR11TY MAP .m,�• ,. COMMENCING WORK. NUT,FY ENGINEER OF DISCRE 'ANCIFS
�- _ V 15. FIELD INLET, .SEE DETAIL 5/S05 l
t
l / ( H. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES
MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS.
THE. CiTY MAY, AT ANY TIME, ORUER CORRECTIVE ACTION AND STOPPAGE OF
WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
i. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE
CONTROLLED WITHIN THE WORK SiIE AND SHALL BE SO ROUTED THAT
lCi ADJACENT PRIVATE FROPERTY, PUBLIC PROPERTY, AND THE RECEIVING -- --
/ SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE
DRAINAGE CONTROL.
J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS At ASSOCIATES --------------
TOPOGRAPHIC SURVEY.
i J
-----
K. PiPE. OUTFALL INTO WATER QUALITY POND SHALL BE MITERED TO MATCH GROUND
SLOPE. OUTFALL PROTECTION SHALL t:ONSIST OFA 10'x10'x12" THICK RIPRAP
13LANKET (CLASS 50) ON A 6" BED OF' 2"---0" CRUSHED AGGREGATE.
L. UTILITIES SHOWN TERMiNATE 5' FROM BUILDING, SEE. PLUMBiNG/MECHANICAL SDI
/ DRAWINGS FOR CONTINUATION WITHIN RUR DING. CONFIRM LOCATIONS PRIOR
TO CONS,RUCTION.
V•1 F' , �r'r, ��_ 'qu � Y l�'U n l� �j , Of
r 1 M. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARF CONNFCTED T( THE STORM
/. DRAIN PiPES BY 6" STORM LiWFS WITH 2'.1; MINIMUM SLOPE-. ,108 NO.
TOPOGRAPHIC SURVEY iNFORti4A T!�IN PROVIDED BY: ., - C`( '� � �� � ( .�'"� 1 / ._..�._.
DAVID EVANS AND ASSOCIAi'
r G�' ,f
Durham Ro8d.�D 5 o0t4 _ -_.._ _. _._. _ ---'-
SIT 95.0002 S,T 00 295026
2019 _AS FILED FOR PERMIT 5/15195
If this notice appears clearer hour 1i:r
document, fire docunrert is of n;rrginall rtuar:ty,
ilil�Iil� �I i ��r�i�� lji�lji;.t �jljijl � ijlj�j��ljiji �jiji � �# tillTT lll�
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1N 1 - Z h " 04
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96.0 BOTTOM OF WALL AT PAVEMENT `m
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?' ` Why!. !- vl ° 25.00 PROPOSED FINISH GRADE ELEVATION z . nom-'
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52,500 SF \ / ;�...�, `/ ..� ��J `-,� I I 'v Mr M
52 SPACES , ;°' "".) / ��+ u• �� `�, Z 2 3 0 0
0.935/1,000 SF /' f �/ ^ �, Yr I� �,, W i/i
F.F.-158,50 / / '� f- ' �� i ,
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25,000 SFf—
I38 SPACES \ \I/ �, - 170 /
- _
1.52/1,000 SF 1 4
F.F. 164.00Ld
43,436 SF rr \ _� fir I > Q
r ,r
97 SPACES • ` ^�. \ _ i/ Q
2.223/1,000 SF
-• F.F.=165.00 r \ z
C.C.
M I,/?.
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\ 39,565 SF
118 SPACES \ Z
_ 14
6 �6 _� 226/1,000 SF «. n°
6 — F.F=170.00 � Q
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( IN FEET ) 1 II BLDGL 0 (PTA 188)
I Inch 40 ft. I :7,500 SF . .a'�^" _____..•,,�••.,��. 0' 4
41 SPACES
1.387/1,000 SF `� ____. _.. ._ __�~• �� i i.l-r ,
F.F.=169.00 _ ----
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1.5,504
VI
SRE GRADING PLANKOJ-
i + f•� -
qR
EXPIRES:_8 37 5�
GRADING NOTES CITY OF TIGARD GENERAL NOTES DATE:
DRAWN BY:
1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS THIS GRADING PLAN IS NOT TO BE CONSTRUED AS FINAL- APPROVAL OF SITE GRADING J HR
INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GPADES EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS
ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMEN-1 PLAN SET. CHECKED BY:
GRADE OF ADJACENT STRUCTURE, GRADE TO UNIFORM LEVELS OR SLOPES
R
SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED, THE CITY MAY l WH
BETWEEN POIN T5 WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID REVISION
ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME:. ^ J� / _._._ ___- _�_� _ _
CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL 1S REQUIRED AT ALL TIMES, lJ 3/� r � / � ? / � � EDITION
DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. f - 6 CLOSING
AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS / f t (�2 c / IF1�%r c' W DATE:
OF SURFACING MATERIAL. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON
FINISH GRADING: AT COMPLETION OF JOB AND AFTEF BACKFILLING BY BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS AC�CEPTABI_E TO THE SOILS i
OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8' L.00SF MEASURE. EACH ---
HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO (- (�
T-180 COMPACTION TEST. d2
GRADING TOLERANCES:
ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0,1 FT. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. c�
FINISH GRADE PRIOR TO PLACING FINAL_ SURFACING: ±0.03 FT. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BENCHING INTO
THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN
EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO UNDERDRAIN MIDST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING2. --
NONWOVEN F1L.TER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE
SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE A14D STARTLNG BENCH, THE PLACING A SIX INCH LAYER OF 1' " -0" DRAIN ROCK, AND FINALLY COVERING
r FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. .SUCCESSIVE BENCHES WILL BE CONSTRUCTED
EXCAVATORS MUST COMPLY WITH O.R.S. 757,541 THROUGH 757.571; WITH VER-FICAL FILL BETWEEN TWO TO FIVE F-EEI- AND BE COMPACTED IN LAYERS NOT TO EXCEED 8
EXCAVATOR S) SHAr_L NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS INCHES, EACH 8 INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO - ----
72 HOURS MINIML,M) PRIOR TO START OF WORK. DAMAGE TO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMIL.AP
UTILITIES SHALL_ FIE CORRECTED AT THE CONTRACTOR'S EXPENSE.
MATERIAL EXCEEDING A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL.
-, YAI N-4'" '
199' .• '
THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY
3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES i HE CONTRA CTiR, OF :STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER
MUST BE INSTALLED AND MAINTAINED MEE'FING THE D.E.U. REQUIREMENTS. AND TO VERIFY EXISTING CONDITIONS. u
THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF THE CITY SHALL RF PROVIDED WITH A COPY OF THE GEOTECHNICAL- ENGINEER'S
WORK TO ACCOMPLI_71H EFFECTIVE EROSION CONTROL.
r I
f�EPORT/RECO!.SMENUr',TION CHANGES, _1T
8
4. EFFECTIVE DRAINAGE CON ROL IS REQUIRED. DRA!NAGE SHALL BE 9
!F SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL.
CONTROLLED WITHIN THE WORK SITE AND SHALL RE SO ROUTED THAT NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE ACTIVITIES
ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A
;YSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED.
CuRRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOI+IPLISH EFFECTIVESD2
DRAINAGE CONTROL_. THE CONTRACTOR `=HALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF x
THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET FILL..
5. A SEPARATE GRADING AND EROSION CONTROL PERMIT HAS BEEN ISSUED EXCAVATOR MUST COMPLY WITH ORS 757 541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION,
FOR THIS SITE. REFER TO THE APPROVED PLANS FOR EROSION CONTROL ECT.).
OF
MEASURES. -
J09 NO
OPOGRAPHIC SURVEY INFORMATION PROVIDED BY.
iAVIU EVANS AND ASSOCIATES
295026
11R`J(Y DATE'
1A I P)N Durham Road,1000
SIT 95-0002,SIT 98.0014
S FILED FOR PERMIT 5/15/95
:l„18
It this uulicc oppears clearcr 111ml the
docunlenl, file docunlenl is of "larginalMR a
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�. v
LVEF AL AJC-TES - --- _ _ _____-_�_--�__ �•� ___._. _� ..__�_�_..__.�-_______
t ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 5. PROVIDE CLEANC1ITS AS REQUIRED 1N THE CURRENT UNIFORM PLUMBING CODE ! I, ENGINEER'S COST ESTIMATE CONSTRUCTION NOTES:
Ilk
TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. 1240 LF 6" DI at S20/Lf" $24,800.Op _
OF [HE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. 6. TERMINATE BUILDING- FIRE SERVICE AT 5' FROM BUILDING. I 1240 LF 8" DI at =24/LF �29,760.U0 1. AN ESTIMATEt, 1 -�
2X OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING
�Qp (.Mp 2 WATERLINE MATERIAL, TO WITHIN FIVE FEET OF 3UILDING: 7. CONTRACTOR ,:,HALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO (Z) - CONNECT TO EXISTING WATER MAIN S1,600/ea. 3,200.OG CONSTRUCTION ON WATER LINES AND TO RECEIVE A CITY r W
FIRE LINES: DUCTILE IRON, 1ITAN JOINT, CONFORMING 10 AWWA C-151, CLASS 52 I 4 I OF TIGARD WATER DEPARTMENT (COTWD)
1 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCILS. STAMPED APPROVAL ON CONSTF JCTiON PLANS. 1
I l t (4) Fire Hydrant Assemblies at �1800/ea. 7,200.00
TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES ( I 2 THE CONTRACTOR SHALL MAINTAtIJ ONE SET OF COTWp STAMPED
f ` ` I TOTAL: $64,960.00 CONSTRUCTION SITE AT 5 MPEG APPROVED PIANS ON THE
,;'li 111` .111 I UNIFORM PLUMBING CODE. MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENT'S. ALL TIMES CL'
►11ji 3• SANITARY SEWER MATERIALS: THE CITY MAY AT ANY T,� IMC, ORDER CORRECTIVE ACTION AND STOPPAGE OF 1 ,' ° ENGINEER 5 S!D ESTIMATE 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR (0 COMMENCING CONSTRUCTION, TO SET UPO1� INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIP( WORK TO ACCOMPL,SN EFFECTIVE ERO,ION CONTROL. A PRECONSTRUCTION MEETING. 7FLEP14ONE (503) 839-1554. 0- C2 In
illi
�1 ol�,',� Il� i 1 OTHER AREAS: PVC CONFORMING 70 ASTM D-3034• 9 EFFECTIVE DRAINAGE CONTROL IS IaEQU1RED. DRAINAGE SHALL BE 11 4,
ALL WORK SH ° M a0
ALL BE 1N ACCORDANCE WITH AWWA STANDARDS. + �.
4• THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT F Contractors Bid Estimated in J
( ) $53,268.00 5. AL O
v
1 1 L WORK O>
SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLA TION 1N THE ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECE I 7 1 WILL
�E• 1�'11� '1� 1��1 1 ' V1NG � WD ?R Admin. 0 •�- n BE INSP CT
( Overhead, ._..yu,Luf(flg) %,795.0 E EO AND APPROVED BY CO7Wp. �-) t w
If1 11 1 1. SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT SYSTEki ARE NOT ADVERSELY IMPACT-ED. THE CITY MAY, ,AT ANY TIME, ORDER Engineering (6%) 3,897.00 6. ALL PIPE AND FITTINGS WIIL BE DUCT0.E IRON, CEMENT-LINED. PIPE WILL BE TYTCN JOINT n 00
DUCTILE IRON, CLASS 52. z 1n 0 N
PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE Ti'E PROJECT. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE r TOTAL X64,960.00
DRAINAGE CONTROL. ' - - r 38" of 3 a` M t` m
1 i 11 1111'1'16111 j ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH 1 ~-
10. EXISTING TOPOGRAPHIC INFORMATION 1S FROM DAVID EVANS do ASSOCIATES
TOTAL COSTS / NUS GRAVEL COVER FOR All MAINS IN STREETS, PAVED AREAS AND Rlc�ifS-oF-WAV. O ,n I
', `II, Il;t'I�;I fill • 1 EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. I � S. ALL 'VALVE OPERATING O
1 G NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE ~ O
EY.ISTINR UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION TOPOGRAPHIC SURVEY. CONNECT TO EXISTING 8" �� -� ALL 'A LVE NUT EXTENSIONS WILL bE REWIRED. Z L
SHALL BE VERIFIED A5 TO CONDITION, SIZE AND LOCATION BY hNCUVEP.ING, 11. PIPE OUTFALL INTO WATER QUALITY POND SHALL BE. MITERED f0 MATCH GROUND , SEWER SERVICE S)UB. Y 0- Ln
SLOPE. OUTFALL PROTECTION SHALL CONSIST OF A 10'x10'xl2" THICK RIPRAP CONTRACTOR TO VERIFY Pipeline =53,268.00 '3• POURED CONCRETE THRUST BLOCKS AAT LEAST 850. FT. OF BEARING SURFACE: ARE REQUIRED C�
PROS"J1NG SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH i 51 - 1 Meter ,� c AT EACH TEE, CROSS, AND BEND LOCATION. CA • x
JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY BLANKET (CLASS 50) ON A 6" BED OF 2"-0" CRUSHED AGGREGATE. LOCATION AND DEPTH S Yt" S4, 140/ea. 24,700.00 W c M Q
M"� F�'RI0J2 rG CONSTRUCTION. (5� - Sprinkler +:unrleCtipn I ee at =1250/ea. 6,250.00 10. FIRE HYDRANT ASSEMB'Y CONSISTS OF AN 8' MJ x R' FLG. TEE OR 6" MJ x 6' FIG. TEE AS W a`- "
ENGINEER IF THERE ARE ANY UISCRE?ANCIES, 12. UTILITIES SNOIMI TERMINATE 5' FROM BUILDING, SEE Pi UMBING/MECHANICAL E IktD 6 FLG. x MJ CJATE VAIN , 6- MJ x MJ H 1NG SPOOL, AND A MODERN MUELLER CENTURION m m O
DRAWINGS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR ,TREET OPENING PERMIT FIRQUHm
iOTAI: =84,218.p0 E RANT, A-44y, 6 MJ 5--�( MVO, 3-PORT 22-2y! NST HOSE CONNECTION, 1-�4�' �- ► I
TO CONSTRUCTION. --- REQJUIREO FOR SEWER LINE EX-TENSION. - +- NST PUMPER), 1)¢' PENTAGON OPERATION NUT, OPEN LEFT, CCLOR: YELLOW. > V)
13. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STORM Q, 11. EACH FIRE HYD►7ANT SNgtj tFiSTAU., O N � �
L__ _�l _ - �� __.�_L1_L_.,�1.TL_�,� ! i� DRAIN PIPES BY 6" STORM LINES WITH 2% MINIMUM SLO(,E. YARDS OF CRUSHED 1}� GRAIN ROCKPON A PRE-FORAPER RMEDILL BCONCRETEE LAID ON BLOCK
H I CUBICIN C,4 �
N�y ROCK TO SEPARATE 111E R( FROM EARTH COVER. L►J • i 0) 0)
18" PVC O 5.436
_ I
\ SANITARY SEWER LINES WITHIN 10 FEET LATERA
�,.LY OR 3 FEE" VERTICALLY Or A 'WATER MAIN SHAH p C C d'
L NCASED IN A REINFORCED CONCRETE JACGET 6 THICK FOR A DISTANCE DIF '0 FFET ON BOTH SIDES L�,1 O N
_ H.` " �`�� \ ` .. 0. THF. CROSSING. W14FRE CROSSINGS ARE NECESSARY THEY MUST BE MADE AT APPROMMAr LY a0' WITH � ° 0)C14
_ ---
! E 147.83 (18") F.G� R 154.50 '
� � 154.50 �F G. x. 154.80 ,'F.G = 154.50
AT LEAST 18' OF SEPAPATION BELOW THE WATER t.lNC.' (V U M 0�-
1�LE, 152.00 r 18 PVC O 0.60X 18" PVC O 0.60X 18" PVC O 0.6096
L.
1.E. 182.00 LE. 152.00 LE, z 152.00
- '06 ✓ � \ 13. ALL
A (C IPS SSMC BF TESTED AT 150 pul FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 Vol O q
E. 14 _ / C 0 �, A, PRESSURE - 100 pal. Z L 3 CD
W
1 = 9 (18 ) - 151.38 (18") IR % \ �� v 14. ALL MAINS SHALL. bE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION, V) Y7�
' I - 1$" PVC O U.6UX i \ o
EXISTING
!� •u 1'2" WA,!ERLIINEX TESTS WILL. BE TAKEN 9Y CGTWD. N C ••
' y ( 18" PVC O 0.6OX _ -_.-.._ .. - t5. _
''�� BACTERIOLOGICAL �[
/ " O \ `' .' OWATeR METERS BE INSTALLED BY COfWp UPON INOIVID AL REQUEST AND PAYMENT BY OTHERS (QWMER) � ) - C
1+�j 4 - �_ __... ..__ ,• - _. ., ...._ 18 PVC O 0.60X WN R 0 PRO ryRE RCGULATORS FOR 1}j- AND 4�METERS. Q rn O
_ c
TETE E PRE
S I 1 O a a
16. EVERY METER SHALL HAVE: THE FRUPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE U
INSTAt.Lr:D AND TESTED BY OWNER, I)j' PNU 4" SERVICES REQUIRE A MINIMUM OF A DOUIDLE CHECK -
' j 18" (1.70X VALVE ASS-EMB1_Y BEHIND THE METER.
I.E. = 1 (18") �'"► . 17 UPON COMPLcTION OF INSTALLATi)N OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WIL'. ADVISE COTWU
Y(• T ION CONS TO WH!:.H WILL 8r ADDED 1091 FOR COfWD INSPEC11tNIS� :"ITER LASS,
Q THE TOTAL CONSTRUCT
�••►---- - �, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING AS QUILT
"' DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC.
1 C.O. I.E. 1154 0 w`;, ���.� t M '' "�° KEY -NOTES:-
C.O.
"�.�
' 1 • - C.O. C.O. 6" SAN. O 2.07. C.O._ / ' ` L ?� 1�?1.. �� " w
. � ll \ O 6 PVC ROOF DRAIN PIPE O 2,OOX MINIMUM SLOPE TYPICAL U Z
I L F.G. s 151..',U � ,, / � . Q
NOTE: I.E. = 155.0,)
FOR SANITARY SEWER I�/f CONNECT TO EXISTING
SEE
INSIDE BUILDING "' �� 12' WATERLINE 0 J
SEE MECHANICAL `�<
PLUMBING PLANS I I 45' MJ x MJ 11J
HF'ND W/ THRUST N, ,/ Z 0
' I BLOCK
NOTE: DOUBLE CHECK VALVE INSTALL STD. FIRE HYDRANT W
18" PVC p 0.40X
� 18" PVC O U.60X, ASSEMBLY LOCATED IN RISER ASSEMBLY PER CITY OF TIGAh,J I
ROOM SEE MECHANICAL. PLANS. Wl,TER DISTRICT DETAIL
1rC.O.
12" PVC 0 0.709L - � 12" PVC O 0.50X I8" PVC N SEWER O MIN, 1X � -•�� -� �LE. 153.32
C _
/20 ."
/_F.G. 1� WATER MFTER I , Q Q
_ LE. 152. F.G. = 154.70 F3Y"CITY OF TlGARU - - . .. -W. ._._._� �`` d,� '�, F. ". � rI E. 152.20 F.G. = 154.7 LE. a 152.X` . .RC. I.E. a 152.20 F.G. 154.�0 WATER UI T1RCT ____ C.O. LE. 180. 0 `� �- U.R.D. LE. 152.20 1U" PVCn , " ` ~� ' •R.D. . . -R D. R.D. R.D. R.D. \ � t �� `w,\ � µ , .�, .�.__• �` ,
1 1\ �'; i /y� / 00.94 / ,........ 1 1
01 t ` 0 1 ) F.G. = 15 .16 .\ � a' + �P O� �[ � � .,. ""'"� ,::p '''', «. �.,
C.V. �� � •- --, ------_...,.-.... -. ---- -..�_.... 1 -- •! -_
��S* pt'C O 0.60X 18" IVr, O 0130% _ ... �L
I'. -� I.E. _ . D.I.P. TO T.U.C. 7r=- ' ,
I.L. - 150.13 18" l.� .41 (12 ) w " _ ., i r B" { VCO 9.OX ~• _+ -1 ,.
( ) U 150.77 (1? ) 7" DOMESTIC SERVICE 151.55 (10") F.D.C. " I•E. •u 153.5 ) \
1 > 8" PVC O 6.59% " 6 CATE AL
`.� ,...
Cr 8 GATE VALVE I AND d"x8�x6 T t.
INSTALL STD. FIRE HYDRANT 12" PVC O 4.45% ( ; I t 8 GATF VA VE it I ! MJ x MJ x FL � NOTE: � �""•-
�' o I , Y �, I.E. 18 .
1 ASSEMBLY PER TUALATIN w AND 6"x6"x6 TEC W/ THRU T FOR SANITARY SEWER " I
MJ x MJ x FLG. r I SS + w_ v
WATER DISTRICT DETAIL No. 102 cr BLOCK DESIGN INSIDE BUILDING
TEE W THRIJST 15 PUBLIC WATERLINE ® ' 16.33
1�•`, - 6" GATE VALVE �
SEF MECHANIGAL I.E. 183.50
�J
1 r � EASEMENT I
I I BLOCK - � PLUMBING PLAN �
fie-•• _---. __- --- -- -•-- --_ _-_ � •"----••- '
;', D.LP A? �' --- �.._ Y -6_ D.I.P. WATERLINE S" Del:P. WAT Rl.1NE ... Q i f 15" PVC
�._- C.0. I
WATER METER - I O 0.70X �� �- Z
y,
_.. 6�GATE AVE ..w ._, r-- F#�-WATER -DIS1`RT� I 6• ��..
1 ,( » Y 4. 8 FIRE SERVICE - ('RE ws 'o \� I
_.
11 l t, 1.E. = AND 8x6 x6 --- TO.F,�,C_------------ ...'
' \ .`. _._�._ ._._.._ _._ ___._______Y • / 154,48 (12") MJ x MJ x FLG. ... _-- ��Sq ..
TEEW
`, ... _ w �, co
/ '' , " pp gg 5 R I E 55 62 '`V F.G..8, s 163.00 SF'
_�_ ._ =_ - - - BLOCKS THRUST
154.87 ( 0 ) I.E. _ �55 18T1(10 - "/ 1 w 160 50 - R ��
7
II
...._�. , � 2" CORP TA ..
. _. V1
CE -
1 .8
I.E.
_R.D. FOR DOMEST 6" SAN. O 2.0: b" PVC O 0.8X
% SEPVICE BY '! 15" P/C O 0.709C•-• C Z
10" PVC O O.60X R.D. R.D �. ; - R.D. CWATER REWS DIST ICT R.D. •,.• 1
(� ( tt�� " 1. 154.48 C/ J
' O / \.:/ i `� C.S. I (J is PVC O 0.60X. / P.D.
C.B. 10" PVC O 0.609: 8" PVC O 0.50% F.G. • 181. I I ', LE, 184.13 8")
12' PVC O 3,2076 I.E. 150.80 LE. = 162.57 (6")
. ►-.G. - 160.30 f '�' I I
I.F. = 157.80 6" PVC O 5,01: z
_j - C.B. " 8 PVC O 2.0.
- NOTE: I I F.G. s 161.00 " I
LEGEND FOR SANITARY SEWER I.E. = 158.50 C.O. r �,
�.
DESIGN INSIDE BUILDING < � �
SFE MECHANICAL i R.D. 'r!.E. s 154.70 (15") ' F.G. = 167.50
PLUMBING PLANS
EXISTING WATER LINE 1 , 1 4' I �,0, i4. S �� I.E. • 165.00 -'
C. I ' 12 PVC7 1.2% V)
S�-`-" EXISTING SANITARY SEWER _INE �1r1 1� } • . `_ C.O. 6" SAN_ O 2.OR__ _ - - C.O. C,0 �� I P,'
H.D.I • � 6" D.I.P. FIRE SERVI6" PVC O 1,096' W
" "ST �-- EXISTING STORM SEWER LINE
--r+OHF W-- EXISIING OVERHEAD I JWER t i r'i I i 2" DOMESTIC SERVICE -L 155.60 12" NOTE: -- C.O. - I
1 `. _ NOTE: DOUBLE CHECK VALVE y ( ) FOR SANITARY SEWER, 1.E. .64,11 (6 ) M
G EXISTING GAS LINT I• 1 SS DESIGN INSIDE. BUILDING 1
' i�,; LE. m 158.56 (1?") � 163.70 � ASSEMBLY LOCATED IN RISER V Q
LE 160.77 8 SEE MECHANICAL +
;t�••� EXISTING STREET LIGHT ' ,1' . ,7O 1 7 ' ROOM 5 ,I �
,• ( / 1.E. 161.20 I 15' WATERLINE ; `,OX( ) PL.UMBING PLANS l
I.E.E161.20 EE MECHANICAL- P NS. Q
(IN1 EXiSTIP', CATCH BASIN !�1 ` -.-- EASEMENT 1 8 0 S C.O. _
-0' EXISTING POWER POLE +I TNPICAL + D 6" SAN. O 2.0%
L_ I.E. 160.97 (8") 185.Q0
EXISTING FIRE HYDRANT ' I7 �c ' �Pv1al�� ; _
EXISTING VALVE "` - K + C.B. r
i �, ccr�� 16,501 .
I ((II o w F.G. 161.00 , ' 2" �(IMESr}6, :C,
EXISTING MANHOI_C. �'' 8" PVC ® <_O% I.E. _= 160 57 8" I _j ' 1' } , y ( ) 8 F'VC O 0.80% I i E, 158.50 � 6' D•f•p FIRE SER.VNOTE: DOUBLE CHECK VALVENEXISTING UTILTY VAULT Ji ,, + � ASSEMBLY LOCATED 1N RISER + i
` c F-; , ' ' ; \ ROOM SEE MECHANICAL PLANS, ' 251% 1
+ �q 0�
C' EXISTING VONT PIPE � 13' I T � ' - 8" PVc A 3.576 Rl KOR�
W`+� EXISTING WATER METER
10" PVC 0.70% e c� I R D .�,� ; �' 6" GATE VAVE ,
1 C1.5. EXISTING DOWNSPOUT I ° I ; C.O. , AND 6x6 x6" I J rEXP1RE5: 8 30 95
n MJ , MJxFLG.
C. EXISTING CLEAN OUT 6" D.I.P. WATERLINE INSTALL STD, FIRE HYDRANT I u I `1 ? TEE W/ THRUST ' DATE:
ASSEMBLY PER CITY OF TIGARD 5
�' BLOCK F'.U.
F.N. EXISTING FIRE HYDRANT 2" DOMESTIC SERVICE , ; WATER DISTRICT DCTAIL 00, 6" GnTE vA vE »
TO MECHANICAL ROOM I " L 8" PVC O 2.80X �-a ATE VALVE (1�
171 EXISTING g1REET LIGHT POWER BOX I AKD 8x8 x6 �J 4 C.O. DRAWN BY:
C.B. 1.E. = I' _ \ I „ \'\ •C MJ x MJ x FLG. I.E. 158.32. B" I 8" PVC O 1.0X
m EXiSTIN', TRAFFIC SIGNAL BOX - r _ L
' .lf�5 Z(1Q"j I � 10 PVC O U. X PVC�O,�Q�L - ,r'' TE( W/ THRUST C� ( ) + I HR
F.G. •-t 16�., >� 159.'!_2 (10") �- "DT-1. TO FEZ'. , BLOCKS s _ !�PROPOSED STORM LINT IE. = 11t;5.D0 �. __. • ' _ --, F.G. - 181 00 �
V" PVC O 1.0% + \F.G. 169.2:: B CHECKF:U B
- -- _
--�t.� _ -_____....._._....r..... . 1 � I.E. 15E,.,,O I _� � � I.E. a 187.75 RWf�
PROPOSED WATER LINE -- R.D.
LE. 160.27 T -' I.E. _- 161.97 (8")
PROPOSED UTILITY EASEMENT I
R I RE SIGN
- / / » 1.E. = 158.40 6"
_ ----- --- PROPOSED :iANITARY SEWER R.D. R ..-.. ' � "' '�_- '� � ( )
1 R.D. R.D. 8 PVC O 5016 R.D. ' , EDI110N
ff I ' CLOSING
yr FH PROPOSED FIRE HYDRANT I O 1 1h" WATER METER C$.. r i I 1' ' ' UAT'F-
FDC 10" PV �, BY WATER DISTRICT I F.G. 143x5 IN�TAL1_ STD. FIRE HYDRANT
PROPOSED FIRE DEPT. CONNECTION C O 0.60% 10 PVC O 0.5076 CREWS I.E. 81.50 ASSEMPI_Y PER CITY OF TIGARD\, I 1 1
2" CORP TAP--------- , I WATER DISTRICT DETAIL i / 1 X
® PROPOSED CATCH BASIN C.O. C,O, • FOR DOMESTIC ' A' �! F" PVC O 5.OX
8 SAN. O 2.071
PROPOSED CLEANOUT, SEE DETAIL 3/SD3 " - - - • SERVICE. BY_ TIGARD
/ NOTE: C.O. WATER DISTRICT C.O. I ` C.O
U+ PROPOSED MANHOLE:, SEE DETAIL 4 SD5 I FOR SANITARY SEWER CREWS � �� � / �- d• p
t DESIGN INSIDE BUILDING " F.D.
SEE MECHANICAL I.E. - 160.95 (8 ) I q r
PLUMBING PLANS I - 8" PVC O U.50% 90' MJ x MJ
"+ C.O.
BLOCKENDDW/ THRUST / ---- ._--
NOTE: DOUBLE CHECK VALVE � - •-
i ASSEMBLY LOCATED 1N RISER I + '
INSTALL 8'x8" MJ TEE
�,. ROOM SEE MECHANICAL PLANS. -
W/THRUST BLOCK w -- - - ry -
... _.. 8 D.1.F._WATERLINE
F.
1672 5 ..
rF _
F = -
..�...�.� .G. 164.00 --- •,e Danw
1_2� ' MA tlE
- r'+w.-_.+•fid,. - ... : , - •_.. _ ._
-+..�._�.�." -_.`.---••.•.��.� .. .. _ 1. ., - DUCED AN,MAN .x F1'An''
+• -• 7�� .. . -. -� .. .. INE 1'%C,,, Y 1 .4 pE lNiaON OF
"
SI IF I
I,JSTAI_L TEMPORARY
BLOW--OFF- ASSEMBLY
p - 15 r.n 120
D 3
i •
1 „
a/
R
1 inch - 30 ft.
SITS UTILITY FLAN i 1 pF-
�l'UT,70PH1C SURVEY INFORMATION PROVIDED BY:
DAVID ANS AND ASSOCIATES JOE+ NO.
f
' I �,�• rt
Durham Road,7000 - ..,.r.wr,."� __a��� .. _. ._w_ - i
_._- _.____..______. __-._..____ AS FILED RC�R 'ERM f
SIT 95-0002,SIT 95.0014 __ _.- IT 5/ 5' ��
n B
If this -Mice appears cleaFer 1hs1n the
dOCun,rut, the r.'oc1,.11ent is of rnarXinal yna+;ty.
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lu
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,�fAiaaYW'N ••-`:,'.•.. ,wilW.m�rfu.J•"••.:•.•..vuwrM'
,�.: ,•�r1t,„ �1V,��Y. 4 )iAi11M�Y'. •'Y.J�'�lh)" � 9M�4 h���;� v' `T.dll 1t,I�W+i�..o'T9}F�-.t.V7YA -r.rr.i'i, .;y.,.
I {!i. . I{';I i i 1 CRA (CONSTRUCTION ENTR�i NGES STRAW BALE SEDIMENT ARRIER
........ '" 1 : 1 W IRPl1SF. PURPOSE:
-�"�� ! ' TO REDUCE THE AMOUNT Cir MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS TO REDUCE THE TRANSPORT OF SEDIMLNT FROM A CONSTRUCTION SITE BY J
$TM BY MOTOR VEH',;LES OR STORM WATER RUNOFF BY CONSTRUCTING A STABIUZED PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING rtUNJFF ( E-----
LJ- ! - _. PAD OF GRAVEL AT ENTRANC'ES/FXITS TC CONSTRUCTION SITES. VELOCITIES.
�LBEPBeSiI1GE APPLIES
RIM 156.57 CONOITIONs CONO1TIa!5 WHERE_ PRACTICE IFS'
,. N. 6.45 Q
-EROSION CONTROL STRAW 4 \` s 51 �` AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE 1-EAViNG THE SITE AND
MAY BE Su65T1TU7EU FOR TEMPORARY SEDIMENT FENCE FOR INSTALLa71ON —_�
�+ N \ E , b.49 �\�` MOVING DIRECTLY ONTO PUSUC ROADS, OTHER PAVED AREAS, OR OTHER OF LESS THAN '100 UVEAL FEET AND FOk SINGLE-FAMILY OR DUPLEX
BALES SEE DETAIL APPROVED ACCESS POINTS_ O
�� �` ; ✓ \ \ RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. C
DESIGN CRI FRIA ZTECIFICATIONS, AT TOE OF SOILS STOCK PLIES. oi Co
SEE DETAIL 2/SD6. IN EXISTING, UNDISTURBED DRAINAGE DITCHES/SWALfS USED TO CONVEY 0tD
t On
/ '+ DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLUWED U l
`�`�° ♦ MATERIAL SHOULD BE 2' TO 4• QUARRY SPALLS. Z O x 04
oJD` I]IS,01i \ ♦ �. BY THE JURISDICTION). (L 00
,,.off N°amu o
�" THE GRAVEL PAD SHALL dC AT LEAST 6 INCHES THICK AND 50 FEET IN p Sl at CRITERIA/+ !FICATIONS: C M n
1 c_Qoo tiobn,•E>.,� \ LENGTH WIDTH SHALL 3E THE FULL WIDTH OF THE VEHICLE INGRESS AND 0 M
_ - 56 _ ,b ,� , EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS SEE SHEET SD6, FOR LOCATION OF STRAW BALE SEDIMENT 8AkRIERS C7 rL. C7
"� APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION ALONG SLUPES AND CATCH BASINS. 0 0
�rop•o t> SITES.) • a w�
EROSION CONTROL S 1 , STRAW BATES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR SAi.ES OF �.
ADDITIOF'AL GRAVEL MAY HAVE TO BE .{DUED PER ODICALLY TO MAINTAIN CEREAL GRAIN OR SEED STRAW. X
\ �Ql -� I FENCE SEE DETAIL_ PROPER FUNCTION OF THE PAD. W C Try <(
t 15 TYPJCAL / STAKES SHALL BE WOW DRIVEN THROUGH BALES AND INTO GROUND TO
o SDR/ IF THE GRAVEL PAD DOES 0407 ADEQUATELY REMOVE DIRT AND MUD FRLMI A MINIMUM DEPTH OF 12 INCHES.
'
W �
/ F \ �J • ~;RJ / /r ADDITIONAL MEASURES MUST BEVEHICLE WHEELS SUCH THAT DTAKEN. SUCH MEASURESCKING IS EWADYIINCLUDET OFF SITE Z � � I •
ERUS(ON CONTROL IN'__T '~ HpS1Nf, OFF WHEELS BEFORE VEHICLE$ LEAVE 'f HE S.TE OR OTHER r 3 N r p
SEE DETAIL W .11 STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. U C7 to
^l. a CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL to {_ cV
TYPICAL (So4j
S'M l� (1 WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH Z • � r
RIM ST sII. / DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. W 0 (7) 0')
1
CONSTRUCTION SITF. U
r11T O(/ AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE W L C C N
BLDG M (PTR #18th) / ERCSION CONTROL GRAVEL � / T`�`- �.. ", v�/�/ � as CONTRACTOR :S RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. _ 3 C 0104
ENTRY SEE DETAIL \ STREIIS E'IEJ'N AT NO ADDITIONAL COST TO OWNER. SEDIMENT SHUULIT BE REMOVED OR REGRADED INTO THE SLOPE, OR THE I 4- I10 m�
52,500 SF '� �� NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRILHS. N U L tel
r'�'�� •. 52 SPACES I / 0S44-
` O USE SUBGRADE REINFORCEMENT (EOTEXTILE UND R GRAVEL PADS FOR ALL Z L 0 O
y?�� E,� Co "T� BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE OIL BARRIERS SHALL. REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL
t N
0.935 1,000 SF GROUND COVER HAS BEEN SUFFICIENTLY ESIA13LISHED TO PREVENT EROSION AND p"
, ''- to E%'STING LOTS Of RECORD. W �
~\ F.F./158.50 r J ir\\ \ UNTIL OWNER ACCEF fS WORK L • (A C
\ co U ao
\ '
IZ
mill
00 f ! --r--��--�----kyr--�-- ( ..-�—�'—�_'^"�--�� .r • .� �-T '�.j t.. `"7`+_.:4,"�`'+"1."••,..7,.,.,.,..•p •, �.•/ I
f214t 73.89 1 Ld
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\ S�f �-=-�
DIM 1 O
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IM I W V)
\.-. ,,,,•„_..,.. 104 - �- /R.1f, ',\•,� Q Q
BLDG, N (PTR #187)
I 25,100 SF ,70
! \" 38 SP. CES
1.52/1,000 SF
C)
F.F.-164.00 l d BLD 0 (PTR #189)
,�a I 43,438 Sr
97 SPACES I ^� - }
2.223/1,000 S- / I
._--
BLDCd nnL P (1 1 n tiro
)
� 31,565 SF
\ 6 16j 118 SPACES
1 ~�� 6 t16b74.226/1,000 5F \
F.F=170.00
O
Ft
isoto
40 LW MO l 1 G
EN-M. 0 (PTR M) !'_. ..��
( IN FEET ) /
1 Inch 40 ft. 27,500 SF ! "in h+� _— \ / . `' f!. Z
• 0 SPACES
I I L{ 1.367/1,000 SF
SE1�1/2 R. O
I I F.F.=185.00
CIO� r l
ILeL, _
fY
4-' ILTER FABRIC OVER C.B.
GRAVEL FILTER obi N# '
15,504 ♦*l
lr..l
- . 11 JLJ ;� ` y
EROSION CONTROL PLAN ;� ' 0"00'oiv`•) 18" MIN. � ,
p� V G
_E_ROSION CONTROL NOTES _ -� - I [- _—_�=1-7
EXPIRES: 6 30 95
1. CONSTRUCTION ACTIVITY TO CONSIST OF NEW BUILDING CONSTRUCTION, M� TEMPORARY FNT FENCES DATE'
PAVING, AND UTILITY WORK (STORM ORAIN,SANITARY SEWER, WAT[.9, GAS, E10190L
ELECTRICAL. TELEPHONE). \\—WEEP HOLES IN C.H
TO REDUCE THE TRANSPORT OF SEDIMENT FROM A COvSTF`UCTION SITE BY Df1AWN BY:
7. TOTAL SITE AREA: 2.79 AC PROVIDING A TEhPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF
T DISTURBED SITE AREA: 2.20 AC t VFLLX;ITIES. — -- I•LR
3. ALL TRUCKS TRANSPORTING SATURATED SOILS FROM THE SITE COND1I1DNS WE[EiRE PR CTIGE AMIFS:
CHFCKE D BY:
SHALL BE WELL. SEALED SO THAT WATER SEEPING FROM THE SOIL CANNOT
DRA14 F-HOV THE VEHICLE. IF TRUCK I5 NOT SEALED, THE. LOAD0 TRUUE IS DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET RWR
RrQUIRED TO REMAIN IN PLACE UNTIL THE WATER DRIPPING FROM THE RUNOFF.
SATURATED SOIL HAS BEEN REDUCED TO LESS THAN ONE GALLON PER HOUR
BEFORE LEAVING THE SITE. AT THE TOE OF SOIL STDG( PILES. 2 O ION CONTROL INL .ET q REVISION
4. EFFECTIVE EROSION CONTROL. IS REQUIRED. EROSION CONTROL DEVICES "Ii EDITION
AT INTERVALS AS INDICATED ON SHEET SOB ALONG THF CON'OURS OF r N.T.S. r ' I""' �E+ CLOSING
MUST BE IN5TALLf-D AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS, LARGE DISTURBED AREAS. b DATE:
THE CITY MAY, AT ANY TIME• ORDER CORRECTIVE ACTION AND STOPPAGE OR
WORK TO ACCOMPLISH EFFECTIVE. EROSION CONTROL AT GRADE BREAKS EXCEEDING 20X
5. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALI BE FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND.
CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT 2--2"x2"X3' ---
ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE ,4ECE1VING SYSTEM SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS.
ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT .ANY TIME, ORDER CORRECTIVE — 2" X 2 WOOD POST AT 4' O.C., STANDARD PEG EACH BALE
ACTION AND STOPPAOF OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. DESIQN CRITERIA/fipEClFs':R,Ylpl OR BETTER OR EQUAL ALTERNATIVE: EXIST IN
SEE DETAIL 3/SD6. STEEL FENCE POSTS. GROUND �QT
519PA URAIK-ALLI PROTECTION PLACE POSTS AT 6'--0" O/C MAX. �— 1. EMBED BALES 4 TO 6
SELECTION OF FILTER FABRIC TFNSILc AND BURSTING STRENGTH FILTER FABRIC FENCE - INCHES.
PURP-QS CHARACTERISTICS DEPENDS ON THE SUPPORT FTNCE. FABRIC ATTACHED TO 36" WIDE ROLLS �, -TOE OF SLOPE OR
TO PREVENT SF!IIMENT FROM ENTERING STOPM DRAIN SYSTEMS PRIOR TO CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ME �,\ i�FjnCtl C GRADE CHANCE >.20% 2. DF!!VE STAKES MINIMUM
PERMANENT TAF3111RATION OF DISTURBED AREAS. ATTACHED 10 A. FENCE OF 6 BY 6 INCH RFINFORCINU WIRE. SELECTION 1S eE-Q1_11i.
THUS BASED ON ST%NDARD ENGINEERING PRINCIPLES, SYNTHETIC FILTER 12 INTO GROUND
FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABIUZERS TO
QgNDIUQNS_.Wi.1ERL_1'RASwLICL-Mf_'UE,S:. PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE. CONSTRUCTION ,�( I SURFACE. _
WHERE STORM DRAIN INLF'S ARE OPERATIONAL_ BEFORE PFRIAANENT STABILIZATION LIFE AT A 'EMPERATURE RA,TGE OF OT TO 120T, T
O
lJRBf b DRAINAGE AREA. / �'�PGG�S`'P
ADJARFNT TO AND IM:REDIATELY DOWNHILL OF UTILITY TYrF CONSTRUL:.TION IN AU- MATERIALS TO BE IN 6000 PHYSICAL CONDITION TO PROVIDE PROPER ONLY TO BE USED FOR
OF THE UIST
EXISTING PAVED AREAS WITH CATCH HASDRAINAGE. SEDIMENT RETENTION. aT �� r-- INSTALLATIONS OF LESS 4AC,tENZFes ALL
cN
� OTHANN 20u LINEAL FEET.
l`G 4 r_•1. a MACKENZIE`FN
AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT RI. / (� �L AMj ARE NOT 1 t
S P CV(YO IN ANY MANNI��, ;` s
4 -�A� E I r� ALLOWED TO ACCUMULATE BFHIND A SEDIMENT FENCE, SEDIMENT SHOULD F,�` P� r7 f I.OW T+F `I"R' N* N ftik,
BE REMOVED OR REGRADED INTO SLOPE;, AND THE SEDIMENT FENCE': BALES TO— -----
SEE DETAIL. 1/SD[3 FOR STORM DRAIN INLET PROTECTION. RFPAIRFD AND REESTABLISHED AS NEEDED-
13LRMS MAY 8E REQUIRED TO DIRECT DRAINAGE TO FIOW THROLIGIT THE FILTERS - BUTT TOGETHER
BARRIERS SHALL_ REMAIN IN ''LACE AND BE MAINTAINED By CONTRAC70R UNTIL _
AND PREVENT BYPASSING OF THE ;MLETS. GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND
SEDIMENT UNTIL OWNER ACCEPTS WORK. - —' `
AT, NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF oEDIMEN BE ALLOWED 10 ,
ACCUMULATE AGAINST STORM GRAIN INLET PROTECTION MEASURES. SEDIMENT MUST -_ 2`2"X?"x3 — b ra14r"
BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDET) TO MAIN TAN — ' __
T TERING CAPABILITY. i - �.' PEGS EACH '=. FLOW
THEIR SEDIMENT RAPPING AND FILTERING
I �''r _ � _ ._ BALE °� �'�.`'^ EDGE OF SITE
SD4
NATIVE BACKFILL_--
QUARRY SPALLS - CLEARING/DISTURBANCE
TOE OF SLOPE '
SUBGRAUE REINFORCEMENT PROVIDE FULL WIDTH
BURY BOTTOM OF--/ GEOTEXTILE, AS REQUIRED OF INGRESS/EGRESS AREA -_ -----�4- -- 0 t
FILTER MATERIAL 1
IN 4" X 6" TRENCH. BLAN 1nH NO
r p
f OPOGRAPHIC SURVEY INFORMATION PROVIDED BY: /_1 �f IOSION CONTROL SILT FENCE EROSION CONTROL_GRAVEL_ ENTRY a-_ EROSION CONTROL STRAW_ _BAL_E_S__ }
fIAVID EVANS AND ASSOCIATES t AS FILED FOR PERMIT 15 2 g 0 2 6
r r nrF: __ —__ --- -- --------_ _—._ __ _ __)IER0 --
nr� ---
i(a ,,,TION: Dln �c +_ N.T.S. R f.S. - _.... - -- --- a, �/ N.T.S.
000 .._-.._------.._..____._,__..—.-- _ -....._._ ...... _ _.... _._.__..�...�.._ —.�. �._.•._—.. ._.._..._.....__...__....... �_-_�_� T�.. -.___�,�__..._.._. i
ham Roed,7 N
----- S!T 95-0002,SIT 95-0014
5ofa
If Ihis notice appears clearer 111:111 the
document, the document is of marginal TInaI.T�'.
�flll;l tip! Std f � ►1- I,4{Lltll�t�l t111111}ili�1 �ilj1{il}111It l 11lI11{}11111 1111111}11111 III-_ Y 0------------
.list
!�Ilnt ,. �1i�t nthm tinittt n{I�nli ll�nn lmlun IIIIInll11{nllnl nulnnllnllnmm�lnn11n11!Inl�illlht Itnl�►�Iritn
f
NATIVE BACKFILL 1'-6" STANDARD FRAME--� �., - FINISH
----CAULK PINE INTO HUB (SEE SPECIFICATIONS FOR � PROPOSED PAVEMENT AREA
AND COVER �i GRADE --
COMPACTION REQUIREMENT) SEE TYPICAL PAVING SECTION41—
�+' ---�
-- ;SINGED '.RAP I GROU r ---'�'~ -- ----"--4" CONCRETE EXTENSION RING (- - - - � Q
I - INSTALL AS REQUIRED TO I I W
_ I j'' BRING MANHOLE COVER AND }- _--�—
�- FRAME TU DESIGN GRADE - - I '
CAST IRON GRATE LANDSCAPE: AREA MAX. 3 RINGS OR 12" MAX. [� ----
PAVED ARCA ---E-CCENTRIC MANHOLE TOP
1/�'0 HO!.FS � ._ � ---- (OR FLAT 70P)
I
UCH FACE AT BASEN6.11".• ' r •t I I CL c
COURSE LEVEL / / ° "O�` `� l " 0.-1
"`:"�� --SAVING SECIION. CRUSHEDM LO
PAVING _1
ROCK BASE OR LANDSCAPING RTANDARD MANHOLE LL=- _ 9AR GRATE f) o 0
- - i"-0" GRANULAR BACKFILL _
[HERS
" 0 co
FlaMzyl� d �dd(13�uq u}'� n / (SEE SPECIFICA11pNS FOR `--L%ONCRE fE FRAME CASING
�+o S d��ol o a °n d�d�8 od��d�� o$ °i f -----------CLEANOUT _ _ II !
r- Z _4 U O fI
COMPACTION REQUIREMENTS) FRAAIE ANL COVER -AS SHOWN -• STANDARD M.H. RUNGS "
2 5 SQUARE Z a ` cV
,5
o° BP'�olfo ZI " `;
5 ON PLANS ]2" O.C. LOCATED � M I
�i I til- ` • ON VERTICAL SIDE OF O
� O
MANHOLE, WITHIN
I 2)j
� a a
24" OF COVER AND . a
y FLOOR.
1/4" � STEEL ALL WELDED �) � � � �-- 1`--0" GRANULAR BACKFILL BASIN: WELDFC 10 GH W A � � i<
CONSTRUCTION. ASPHALT w 4`. 6 �
c (SEE SPECIFICA TIONS FOR
MILD STEFl , COATED ALL C M I
SURFACES WITH ASPHALTIC y' m 1
EMULSION COATED INSIDE � COMPAC110N REvU1REMENTS) - - - ---45' ELBOW - W
„� i _ .r 6.. 6` 12j, , Z N� PAINT. -'� ', el
-- • I j
AND OUT. 2°-0" x 2'-0` _ _�
10 lV --
INVERT x DEPTH REQUIRED c°o� ov�O o d°o OC!°o40
--- < °OVooU°"n00 v o V', - ___��__ 1" F 1 A W GRATE: WELDED S TEE._ to N •�
I Dov o _ LnP 6ROP--IN BAR GRA f f. z
APPROVED .�f WFf7 1_!NE
ELEVATION �! � o Qwo00oo •°°OneooOVo " _ . _. _____ _____ --45 WYE ASTM A36
i G°n�uOVo°n°D�QoE�° 1 -0" GRANUI AR BACKFILL - U
END BARS: �" x 2" c
-SLOPE AND I.E. VARIES H °�000°,o OO000 (SEE SPECIFICA?IONS FOR ti" COMPACTED — !;,z CROSS BARS: x W `O c O
SEE PLANS � 2" r� c,
NOTE: a a
a0.
Q opo COMPACTION REQUIREMENTS) - _ _-._.___ --T�— .
GRAVEL c, � O 2` 0.C.
_ 909r COMPACTION BIKE STRAP: }b' x 1" M
OVo��° 0dC7 POURED CONCRETE BASE - 5 SACK MIX I `� 3 Q Q
1) LYNCH TYPE CATCH BASIN OR EQUAL - - ��, �°a0V°n SEE L!TIL_ITY PLAN FOR PI'-'E ti; ;-' °�- +� ^�
'' *�ca: +alwl¢�'�''�' ,� ''° 3300 P.S.I. AT 28 DAYS
u°a0V SIZE AND TYPE (MAIN PIPE) NOTES; IE OF PIPE ,EE PLANS 2`-0" Y f/i c '
V o° OVoo o FIEVATION 1. SPECIE ILA HONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION
SLOPE AND SIZE VARIES SEE PLAN Q :� o
(Dsk
TCN BASIN SHALL CONFORM TO CURRENT APWA STANDARD SPEC.FICATIONS.N.T.s. - .. _�_-- -------, (;2 _ TRENCHCLEANOUT r� --- — -- — "�- — _ _ _ r4N\STANDARD MANHOLE � U cl n- a I
N.T.S. N.T.S. - _-__----.�_ -_ _ �_ 5 F��LD INLET _
— - rnu, - --- -- -
---.090" ALUMINUM SIGN PLATE
WHITE BACKGROUND LJJ
I` HIGH BLUE LETTERS
_ AND BORDER, BAKED ENAMEL Fw
PAHMDA 8LIF0 Z
DER DY OONLY I ��
vuxArorT -HANDICAP SYMBOL WHITE
CONCRETE CURB. *INC tINUFN ��
1/2' -_M --'----`- "`- AN'r"rwe1620 r WITH BLUE BACKGROUND Z O
*• � � r� �5 tll;ofyND,
(� DISABLED SIGNAGE PER / I � 1�
CONCRETE SIDEWALK /� �/ STATE REQUIREMENT % J
O O O SEE DETAIL 9/SD5 /ter V) n--Ld
C
OOOccAN z cK
�, •
N 0004- STRIfff.S
AT 2' 0 OC TYP
Q /% /. - - VAN-ACCESSIBLE SIGN Q
RAMP TEXTURE DET AIL ))) 1 3u' f Yf. 10
in
r
M k' _ ---- - - 3" WIDE PAIN r S fRrf r U 0
/ -GALVANIZED STEEL POST o ` TYPICAL
ISABLED SYMBOL. / �- -- 1 - --
PAINTED PER l N
PROVIDL 4' RAMP WIDTH OREGON LAW L �'/ // J NQT pISABLEO STRIPING I �_
I CURB. RAMP A BE SEE DETAIL 10/SDS f� /�� AND SIGNAGE TO COMPLY I ! -- U
WITHIN 1/4` OF PAVING / WITH ORS 447.233 • Q
NOTE: + I o
/ a-ca
I
r
RAMP TEXTURING I5 TO BE DONE WITH AN EXPANDED PAINT STRIPE ��/// 2. DISABLED SIGN TO BE
J �� MOUNTED TO SIDE FOR
I 17
METAL GRATE PLACED AND REMOVED FROM WET CONCRETE
TO LEAVE ADIA/AOND PATTERN AS SHOWN. THE LONG AXIS __ _ VAN ACCESS LOCATIONS -------
EOF T DIAMONDPATTERN
SHALLL 8EL1�8� DEEP EAND L1l/4" WAR IDE. !! 91-0" 6' TYPICAL AND MAY BE CENTERED I I \
Fes• ----- ---- �. - _�-._-_._ FOR STANDARD DISABLED I �1
_—�— (TYPICAL 1 P' VOR VAN ACCESSIAI F SPACES. 4 I0 'fj
e NOT USED _ (;7 SIDEWALK R e HANDlC1AP PARKING STALLN.T.S. HANDICAP PARKING SIGN io HANDICAP PARKING SYMBOL
� -_` s05 N.T.S.
I
Li i
I
1'-D" WITH OF SIDEWALK-
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