6600 SW CARDINAL LANE-3 LAJ
6
DIMENSION VARIES WITH NUMBER REQUIRED - — - --- - - - `_-
(7) SPACES AT 11"t 6'-5".f' - I I I
N
5 0 �J O1 1/4" GALV. STD. PIPE of u � 0
ZI
C'
x 04
(V
— 189'
- —
` \ - - - - o
KEYNOTES --_0# ? ,
9 5181, :JJ 1. EXTRUDED CONCRETE CURB. SEE DETAIL 8/SD4. WC
• N) Q
2 - -- - 00 W '>. C LA_
2. 4 WH1('E PAINT STRIPE (TYP., - o •
TYP. �' 0 1 3, 6'--0" r^ 6'-0" PLANTERS (EXTRUDED CURB). ?
-•� -, 4. DISABLED PARKING STALL. SEE DETAILS 5,6,7/SD4. Q V) u, O ��
t _______ __ . i • • • 11 00( 5. LIMIT OF WORK BOUNDARY. z r Lo
6. EXISTING ROCK RETAINING WALL BY OTHERS. (HEIGH f W • o 1
I� CF
- - - a
- i t VARIES 2 TO 9 ) W o N
CO"d CONC. FILL FINISH 1.. ----- i ------- -- `} 7. (7) BICYCLE PARKING SPACES. SEE DETAIL. 1/SD1. N oo m,.4
SAME AS ADJ. SLAB - -_-- -- 24` 16, 8. NOT USED z ` • O
_ ` -- -- 9. MONOLITHIC CURB AND SIDEWALK.. SEE DETAIL 9/SD4. V) �
- --� 2 10. CONCRETE SIDEWALK. SEE DETAIL 10 SD4. �4
11.33' I _- ---- - -•-- / • C m
_ -- 5 11. SCREENED TRASH/RECYCLE ENCLOSURE. SEE ARCHITECTURAL PLANS U o � C
- < 0) t O
- I , 12. SIDEWALK CURB RAMP. MAX. SLOPE 1:12. to o C
9 93 ---- - - 13. 5'-0" WIDE STRIPED CROSSING. o o a c
00 4
_.
--- - 10S 000 - 12 ' —_-- --
__. _{1_-- co (�`i --- __
BICYCLE RACK -- - _ (01 27 IOIL=14-_ - - 26' -- -- - ,
N.T.S. m -
-- ---- ._ 4 --
GC
I 4 m +,/7 ' ; 1�' j __ _--- - ,0C Sl�E ANALYSIS Q � 0
_/111..L U
l
w --- - --- - - - - - - - I
112c _ L 0
% it _ � I PARKING W W ...J
_ - ...__ — -- -------- -- -- - cy
RE
Fi'D • t - ---� -—_-�---- __. - --- --- --� 3800 S.F. SEATING: 1:50 76 ct: �= Q
Of Tl9CL
P► - _. _.. -
1 "t } - 22 EMPLOYEES PER SHIFT: 1:2 - 11 O
- ovad gd 12 12 9 1 TOTAL: 87 R` q
AfO� .•rim .t 1 . J N O
77
�;nrditl4nehig wo de S _ t 1, ZLL_
13 REQUIRED STANDARD SPACES: U
r^T�- wo 10) 1 75% OF TOTAL REQUIRED: 66 Q
pGR''` .,t:0:Kl'.o`N ' 7 5 - ____- __- _ __ .._ -- - PROVIDED:21HANDIrAP: 4U
rn
pddt�' D ® n STANDARD: 70Job °S .J ci-
3SI I TOTAL STANDARD: 74
If
L�27' 8t 24.12' 18' 18` 24.33' 18' COMP TAL 22
... ,..I,. --- - -- - - _ . TOTAL: 9 6
18 I 74 �3 18�7.
SMAS
p�AN
SITE AREAS
TOTAL 59°045 S.F (1.36 AC)
. �� ..r '• ,.,, iia: 1
�. n.,,.:. ;• ^ .r(t,. ,*- 'f i BUILDING
'679
S.F
" AREA
935
F PR
w' C •
j 5$ 5S 5S_ 5"�; �- � LANDSCAPE 15,431 S.F (26.19G) o1Mg
• i � b 1111 �
i`" ' \ .n.--:ct-:: .:a;:.v.::rs. m':`m'*.ca+acuw •-•amrr.Mr^er':::ac:a ,.•,ru.:u+;a:r.rnrraxw:� ''t�;u:,w .:z.. •r_•r:.. ... —
ZONED INDUSTRIAL PARK(IP) 1. Y
P , �a . x."F P�'�'�!�:1��Ic: iV`i o>Ir�itior���
`'` , •,,�.�. ,...,� , ^, � '�' ,_,`, �qE2. Ate.°PE���
l .I •i
{ EXPIRES: 12/31/96
1r;
DATE:
JUNE 23, 1995
k � i
.1 !
'� AREA OF WORK
DRAWN BY:
MAP CNH
, II
TO PORTLAND - G N R.
CHECKED B Y:
_ ---- >M�o� --_ P
1'•* ,, .•✓ ,i f MIAMIMNMNMMVNN+tA _ _ ^•C 5 "_ r l
`> / ~-`�- -- _ REVISION
. ' OREGON _ `---__ -_
.� , ,,• / -- �MI°M NIIIMINI i Ii _" " 1 -- EDITION o
"""M'�114W" = BUSINESS s ' \ CLOSING
PARK li - �,�, '-----___________�_ DATE:
I - _ . -
�` r,• � ----- Ixww��w,wu (rs i � = U �'°�.'? (i e , 7, fl� - __z
y� Y
G c� — In
�,;
:o o tD zo 40 so PAC FIC , ( (1,7, _ o". n.p ,,I OREGON
-.._� l—
_ C ORA �.e �2R ,5 a „„ �;z,, BUSINESS
(732 - (�„ (�.�, . � ,� a� „D' PARK I N
--s- '` — -^-� ,
j I 1 inch -� r^,0 ft -N -
. Al
(rn, l� (w� _� (,eel ) 0' (190 I k4ACKENM ENGINEERING INC.
a20 lD 1999• ALL RIGHTS RESERVED j
(IVC 0°MI MMwII 1 t E°�
(roe! THESE DRA"NV ARE THE PR n RTr' 01
if i4 II pxD psM (rD'1 i P (ret) NACKENd1E ENG7NEERiNG 1140
N. MLI. 0
1 L 11�I K (`
i = � r' —� - L d "a:`_ .. ip,r AND ARE N N TON USED OR RE. O
'jHEOUCEDP O ANY MANNER EXCEPT PATH
, NE PRIOR uvPITTFN PC1�M,SSIOw -M.F.. CA
I SHEET
—"`---_SW ?,TH AVENUE ��- 708
BUSINESS �� � �„g, --1 (,�,_ �BUS14ESS r -� SD1
U
SITS PLAN VICINITY MAS' y� \ CENTER
� ro rac r � rr N
Cardinal Lane,6600 / _
sn�95-0025 OF
JOB N 0.
' of A F EVM) Mffi �T SET SEP I EMER 20, � 195252
If this police appears dearer Ih,1n the
document, the document is of m11-girral
. #.��1111���1 1�11111�11111 11111111111111 111111111�1i! ) 1lIlIJ1�1l111 IlIJIlIIIJI�!
�Ill�n rrlrlt���rt�lrr� • i rrrrl �
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17-
ILTER FABRIC OVER C.B. LLJ
GRAVEL FILTER
40 so
I 1 0
113 .............
1511150
18" VIN. 1 8 .2 cn co
_--it _.... IN FEFf C) C)
-lll 4 6 B_ I inch 20 tL 0) 1
M1 X3_03 0
0 (D 00
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LEGEND
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185.30 U)
IE=183.00 %�
c(L
n in
EXISTING CONTOUR CM Is CY) X
LLJ Poll <
Lid C) L4_
M.70
I C)
4 (:17��- PROPOSED CONTOUR
CATCH BASIN 0 PROPOSED SPOT ELEVA-ION V-
C.) 0
Ln V) to
CONTRACTOR SHALL. REGUI ARLY INSPECT SEDfMENT FENCE. SEE DETAIL 3/SD2
FABRIC BARRIER AND CLEAN OR REPLACE ..........S :> U)
A3 NECESSARY TO MAINTAIN EFFECTIVENESS. LAJ Ch CY)
0
STORM DRAIN INLET PROTECTION. SEE DETAIL 1/SD2
CATCH BASIN SEDIMENT PROTECTION LLJ L_ 0
I- Illi I
N.T.S. 'T
V F� M
[1-95-.59J
z 00
LJLJ Lr)
V)
C.,
0
CB- lm
- C
_ ��`` ,� - _ _ - RIM=185.00 GENERAL NOTES < lm 't 0
IE=182.50 QD 0 Z
0 CL CL Li
T== 186 . 00
F
t o
RIM=184.
3 1. SEE SHEET SD3FOR GENERAL NOTES.
IF-181.4-4
t li 0
I ; -� _ -_ , { _
14.9 0 L
_0
GRADING NOTES z
Q/. 0
1. ROUGH GRADING: BRING ALL FINISH GRADES 1-0 APPROXIMATE LEVELS
2" TO 4" INDICATED. WHERE GRADES ARL' NOT OTHERWISE INDICATED, FINISH GRADES
ce-
QUARRY SPALLS % ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS
LLJ 0 Z
GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES
SUBGRADE REINFORCEMENT 4 Z)
PROVIDE FULL WIDTH BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID z z
GEOTEXTILE REQUIRED. La
OF INGRESS/EGRESS AREA _7 ABRUPT CHANCES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF 0
0 CONCRETE -ABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED
�J18* MIN. DEPTH CL
1 4 DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, W L.0 Ld
AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS LJ F-
CONSTRUCTION ENTRANCE cy_ 0
_J
V OF SURFACING MATERIAL.
F_EN IF,Y
N.T.S. Q: 0 Z0
FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY 0
OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH ci-
.3 HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES.
__r� �. W CJ
0 17V)
GRADING TOLERANCES: 0
ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. 0
F!NISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. z
< o Z 0
2x2 WOOD POST AT 4' O�C -I_a
2. EXCAVATION: �.XCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO C) o
EQUAL. RIM=16f. SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND
ALTERNATIVE: IE=178.70
-77 J FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL.
I I i
.......... - I! I ==I =' <
STANDARD OR BETTER O�
STEEL FENCF POSTS, PLACE EXCAVATOR(3) MUST COMPLY WITH O.R.S. 757-541 THROUGH 757.571;
POSTS AT 6' O/C MAXIMUM. 18 EXCAVATOR'S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS
72
El 1. HOURS EXCAVATOR'S)
PRIOR TO START OF WORK. DAMAGE TO
FILTER FABRIC FENCE UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
,
36" WIDE ROLLS
7-
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, ORDER CORRECTIVE ACTION AND STOPPAGE OF
BACK. S/W
WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
180
PR
4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BEHAT
........... ------
L7:Q: CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT
ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING
T.O.C.
SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER
NATIVE BACKFILL----"
-1 low
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE
BURY BOTTOM OF 4" 0
FILTER MATERIAL � 1_ R =180.10 DRAINAGE CONTROL.
MIN. IE=1 78.1 2(),
IN 4"x6" TRENCH.
L_J RIM=180.50
1?/31/96]
SEDIMENT FENCE GRADING AND EROSION 661ROL PLAN . DATE:
k 8D N r.s, F-FENCE 1"=20.0'
N JUNE 23, 1995_
DRAWN BY:
MAP/CNH
EROSION CONTROL NOTES: GRAVEL CONSTRUCTION ENTRANCES STORM DRAIN INLET PROTEC�nON TEMPORARY SEDIMEW BARRIERS CHECKED BY:
1. All trucks transporting saturated soils from the site RUP2_05�L- RVRN;i L-- DES19N CRITERIA MAP
shall be well sealed so that water seeping from the soil cannot
drain from the vehicle, if truck Is no sealed, the loaded truck Is TO REDUCE THE AMOUNT OF MUD, DIR-1, ROCKS, ETC., TRANSPORTED ONTO ROAnS TO PREVENT SEDIMFNI FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY REVISION
required to rem6n In place until the water dripping from the BY MOIOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABIL12.17 r) PERMANENT STABILIZATION OF DISTURBED AREAS. SEE DETAIL 3 LHEET SD2.
saturated son has been reduced to lesn than one gallon per hour PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT & REDUCING RUNOFF EDITION
8
VELOCITIES.
SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH 5 CLOSING
,Before leaving the site. CONDITIQN ERE PRACTICE AFPJJFa'- CMDITIOIA2 W111ERE PRAr.,D.QE AEPLIL5;. CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED
DATE:
2. Effective erosion control Is required. Erosion control devices 5 WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION CODIIIONS WHERE PRACIICL APPLILS� CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE TO
ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS Cu
must be installed and maintained meeting the D.E.Q. requiremert's. AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND OF THE DISTURBED DRAINAGE AREA. DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET N
The City may, at any time, order corrective action and stoppage' or MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER RUNOFF. THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHE71C FILTER 4
work to accomplish effective erosion control. APPROVED ACCESS POINTS. ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STAbILIZERS TO
EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. AT THE TOE OF SOIL STOCK PILES. PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION
3. Effective dralnoqe control Is required. Drainage shall be DESIGN CRITERIA/SPECIFICATIONS:. LIFE AT A TEMPERATURE RANGE OF 07 TO 120'F.
ALL MATERi�-LS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER
controlled within the work site and shall be so routed that AT INTERVALS AS INDICATED ON SHEET GR1 ALONG THE CONTOURS OF C�
SEDIMENT RETENT19N. Cu
adjacent private property, public ►property. and the receiving system SEE DETAIL 2, SHEET SD2. SEE DETAIL 1 SHt_A-.T S02 FOR STORM DRAIN INLET PROTECTION. LARGE DISTURBED AREAS.
are no adversely Impacted. The City may, at any time, order corrective AT NO TIME SHALL. MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE
action and stoppage or work to accomplish effective erosion control, MATERI/�L SHOULD BE 2' TO 4" QUARRY SPALLS. BERMS MAY BE REQUIRED TO DIRECT LRAINAGE 10 FLOW THROUGH THE FILTERS AT GRADE BREAKS EXCEEDING 20X ALLOWED TO ACCUMULATE BEHIND A SEDIMENT 71ENcr. SEDIMENT SHOULD
AND PREVENT BYPASSiNG OF THE INLETS. BE REMOVED OR REGRADED INTO SLOPES, ANO THE SEDIMENT FENCES VACKENZIE ENGINEFRtNG ft'
4. Permanent erosion control at all slopes 3:1 or greater to be by THE GRAVEL PAD SHALL. 13F AT LEAST 8* THICK AND 50' IN LENGTH. WIDTH FOLLOWING DISCHARGE FRON. A SEDIMENT TRAP OR POND. REPAIRED AND IqEF:S' TABLISHEI*) AS NEEDED.
approved landscape ground cover. Landscape design to be SHALL BE THE FULL WIDTH OF *THE VEHICLE INGRESS & EGRESS AREA. AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO 199.5. ALL RIGHTS RESER,1_b
submitted with building site review, all other sloped areas scheduled ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. THESE DRAWINGS ARE THE PRQPERT'r LW
for future to be hydroseeded with field gross mix. ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN MACKENZIE ENGINCERINr, INC. (M.E.11
PROPER, FUNCTION OF THE PAD. THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. BIOFILTER BAGS; MAY BE USED AS AN ALTERNATE TO FILTER FABRIC AND ARE NOT TO OF USED Off REPRO-- >
ULICED,N ANY MANNER, EXCEPT VArH
FENCES WHEN USFD IN ACCORDANCE WITH UNIFIED SEWERAGE AGUICY THE PR.OR WRI17FLN PERMISSION OF M.E.I. Fa
(USA) TEC�HNICAL GUIDANCE HANDBOOK. FEBRUARY, 1994. (DETAIL 3-39).
IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM SHEET
VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ru
ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE LOCATION OF SEDIMENTATION BARRIERS IS SUBJECT TO CHANGE BASED ON
HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION THE CONSTRUCTION SEQUENCING OF GRADING ACTIVITIES. CONTRACTOR
SHALL ENSURE SEDIMENTATION BARRIERS ARE IN PLACE DURING PERIODS
TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD i
OF FORECASTED RAIN.
BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD DRAIN THROUGH A
SILT-TRAPPING ,,TRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. Z) D2
CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP r'_,BLIC
Cardinal Lane,6600 STREETS CLEAN AT NO ADDITIONAL COST TO O/MER. OF
SIT 95-0025 USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL BUT JOB NO. 4
2oI4 CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE 014 EXST. I OTS OF RECCiPD. REVWD MRAIT %7 BEFMMMR 20 =5 195252
,f this notice appears Clearer 1111".11 the
document, the document is of margimil (Itial:ty.
_X1111 lilt
K ILL& I .
A
I 1 17 11
M1111111 Tw"FFIFT1711"11
71
a, Ec
1 L
WATER SYSTEM NOTES - o
PRIOR TO BEGINNING - -._. . ....- _.__. __..__ .. .. ._ . . - . ...__ _ _ _ _ _ _ (111
1 CONSTRUCTION ON WATTHELINESWATEAND TOM E EIVE ACOSTS UCITY OF�TIGARD�WATER DEPARTMENT (COTWD) (I '" '�""' O -�
0 0 w MI
STAMPED APPROVAL ON CONSTRUCTION PLANS. _-._ � ��_ '-"'- - �_--�_�� a- c An
2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS ON THE2 m ao
CONSTRUCTION SITE AT ALL TIMES. ( 1tt F75LT ) 0 0 N
j /'� i 7nA,e - eo ,w U o 0) 1
3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP GENERAL NOTES la_
A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. _
_ _ _ .__. _ - -. T
4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. - - _ .-- _- . .,. r,�__ -_ __ '- ' - _ ""- -'- ----
-_ _ �" , 1. ALL WORK SHALL CONFORM i0 THE REQUIREMENTS OF THE CITY OF TIGARD, 0 r M o
C.
5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. .• {�1t3� "- UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION
1i Z . O ::
I` OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. a
6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT : W m 1. M
DUCTILE IRON, CLASS 52. I Ii - 2. SEE WATER SYSTEM NOTES FOP. WATERLINE CONSTRUCTION.
„�.__- TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. W
Z
7. 36' OF 3/4' MINUS GRAVEL COVER FOR ALL- MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. R M=18 30 "'- COPPER SERVICE:
6" O 2.0% MIN. IE=183.00 \ �``� TUBING: ASTM B-88 TYPE K, SOFT ANNEALED TEMPER.
9. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36' OF FINISHED GRADE, OTHERWISE VALVE FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI 8-16.22 Z In N N
OPERATING NUT EXTENSIONS WILL BE REQUIRED. IE=182.06 \ �-__---' `�.,\
-CSS" _....._- ..
ED
-182 _ ATED WIRE BURIED WITH ALL NON-METALLIC PIP'-. W w m rn
9. POURED CON CREiE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED "•`- ( TRACER: N0. 18 BLUE INSUL O
AT EACH TEE, CROSS, AND BEND LOCATION. 6" O 2.0X 6" O ?X I TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. W o6 ° O N
- IE=179.44 -- - ��
10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS "94W i 6 O 2X ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. r CAN
REQUIRED, 6" FLG. x , GATE VALVE, 6' MJ x MJ HOLDIN SPOOL, AND A MODERN MUELLER CENTURION 1 , 3. SANITARY SEWER MATERIALS: Z m O o
FIRE HYDRANT, A-442, o MJ, 5- MVO, 3-PORT (2-2 NST HOSE CONNECTION, 1-4)¢' - _ • • • _,�.1<-_
NST PUMPER), 1�' PENTAGON OR NUT, OPER LEFT, COLOR: YELLOW. L_ _J I INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE W I j 3 ��,
11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 CUBIC ! IE=182.58 _._._... OTHER AREAS: PVC CONFORMING TO ASTM D-3034. Y c ..
YARDS OF CRUSHED 1 " - gj DRAIN ROCK. TAR PAPEF WILL BE LAID ON IOP OF THE DRAIN ( - -
CkCOVER. - -. . - -- . _
j� U o 0
ROCK 70 SEPARATE INE RO FROM EARTH CLEANOUTS (EXTERIOR PAVED Al JOSAM ,y58860 HEAVY-DUTY CAST IRON ACCESS Q .� .2 o
' - - - 4' SSWR = - .• ---- BOX WITH SECURED SCORIATED COVER ANCHORING FLANGES, AND CAST IRCN CLEANOUT
12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL - IE=180.50 O WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM U O a a
BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEE1 ON BOTH SIDES v \ _ 5EE PLUMBING PLAN _ 18" X 6" CONCRETE PAD AT GRADE.
OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH VL1@S,r�p J Y GREASE INTERCEPTOR (5,000 GAL.-SINGLE VAULT SYSTEM)):
AT LEAST 18" OF SEPARATION BELOW THE WATER LING. _ . PRECAST CONCRETE UTILITY VAULT 818-GA WITH (3) 24 DIA. ACCESS PO'�TS.
13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. - I - Z -1 00. WITH LOCKING FRAME AND COVER (AIR AND GAS TIGHT)
STATIC PRESSURE = 100 psi. IEa182.50
q; 4. STORM SEWER MATERIALS:
14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER, PRIOR TO DISINFECTION. RIM=184.3 '��• 5 000 GAL GREASE
BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. IE=181.44 1, POLYVINYL CHLORIDE PIPE (PVC): ASTM 0-3034 CLASS 3
,.� I IE 1N=180.32 I 6' O 107(; TRACCR: N0. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE.
15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE PIV 1 I 1F OUT=180.32 z
INSTALLED BY COTWC UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE __ _ _ -I C f. ,t -. f CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM N5886C HEAVY--DUTY CAST IRON ACCESS
PRESSURE REGULATORS FOR 1)�" AND 2" METERS. - BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT W
ro r' p -"- I IEai81.15(I,B'� WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM H- Z
16. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW --- O 44 O - _ _.. . f 18" X 6" CONCRETE PAD AT GRADE. Z C
PREVENTION DEVICE INSTALLED AND TESTED BY OWNER. 1 1/2" AND 2' SERVICES $ I TRENCH DRAIN AND GRATE: POLYESTER POLYMER CONCRETE PF;ESLOPED TRENCH WITH W
REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. ,�` '- CAST IRON SLOTTED GRATE. 4" MINIMUM TRENCH OPENING WIDTH WITH ORE MINIMUM ~ U C'.+ --�
17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD w TRENCH SLOPE. INSTALL 24" DEEP POLYESTER POLYMER CONCRETE CATCH BASIN WITH N w Li.l
OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10X FOR COTWD INSPECTIONS WATER LOSS, K - f I I _ _ _ ,J,._ CAST IRON SLOTTED GRATE AT DOWNSTREAM DRAIN. W i-
8-
OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING AS-BUILT" vL(�. - : �.. I S. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE
DRAWINGS, UPDATING THE MASTER MAP, IN7ERSECTI0N MAPS, ETC. B" MJ X 6' FLG "i ,` / ' , �.,, CHAPTER 4, SECTION 4O6, AND CHAPTER 11, SEC110N 1107. p �) 1-
TEE WITH T.B. O ` -._.__
m - --- - -- -- - - - - - - - O , �, I- 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO (n
- - -XIST 8-- -- W ` F i�. EL
' , - _ t J� COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 0 �� J
WATER SYSTEM COSTS II 1 - '- `--- / I I Ef" �-� - 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT Z "<
E " , �B" MJT T.B.
FLG TEE - -- - NATURAL GAS LINE _
-- 4 a SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE Q
FN- G-1N�R'S OST �TIMAT � - '
___ SPACE PROVIDED. THEY DO NOT SNOW EVERY DIMENSION, COMPONENT
107 LF 6" DI at 120/LF 1214O.U0 - � LE=177�2(8 )-� '• PIECE, SECTION, JOIN OR FITTING REQUIRED i0 COMPLETE THE PROJECT.
(1) -- Fire Hydrant Assemblies at 11800/ea. 1800.00 15' WIDE PUBLIC COORDINATE LOCATION ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH J d
WATER EASEMENT 6 AND SIZE WITH
TOTAL: 13940.00 ' 2" BACKFLOW NORTHWEST NATURAL Hyl-C. EXISTING CONDIT;ONS fir THE FIELD BEFORE BEGINNING CONSTRUCTION.
�,_g_� 19 STD FIRE GAR, l j EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION
antro R'¢ BID stimat RIM=1 1,20 HYDRANT r FffS 1K1" WM(BY CITY) SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING,
Conlrnctois Bid tEstimatei) 13231.00 IE=178.70 ASSEMBLY C T -- - -- _ _ - PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH
TWO (12X Admin., Overhead, Engineering) 473.00 �"� - - DW(BY CITY) - --- "�r'y JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY
EngineeringT056R� __ 6" O 4 4X . - - �t� ENGINEER IF THERE ARE ANY DISCREPANCIES.
236.00
TOTAL: 13940.00 8' MJ X2' IPT TEE -
�^ -�- SIE - "ABY CITY) 7 ( - 8. EXISTING TOPOGRAPHIC INFORMATION IS F DAVID EVANS & ASSOCIATES
IE=17 .99 8') el 'M'ri t 4,t� TOPOGRAPHIC SURVEY IOATEDJUNE 6, 1995.
PI aline 13940.00 - 8" O 1>7X �' _ IE=177.39($")
(1� - 1 1/2" Meter at 14,94O/ea. 4940.00 CONNECT TO EXIST-- � -
TOTAL: 18880.00 . . I. 6" SSWR STUB ) / �� ----��� $_�'�$��' - - 9'o 1.Q 8' O 1.0X v4+ 4e 1 Ott 4Q
iE�172.68 VERIFY \-_ - -_ _ _ -_ -_
MATER A LIST ( "-IF=176.84(10"T. - - - - --- d i1 d'
_6,' O 137q- - -- -- -
P
6" TJ DI Pipe, Class 52 ...... ...... ....... .................. _. 107 LF. - ..:�.:. i � _-�� -. .,0" O 4.9X �- . ._
Y
Fire
MJ x 2' IPT Tee 1 EA. - ; ,.: -._-. ..... _ Rxr
................................................
_.
Fire Hydrant 9ssamblY 1 EA. ..-. .-
.vo .. ............... ....................... . �j.
6" FL x 6" MJ Gate Valve...... ..................... ............. . 1 EA. CONNECT TO EXIST. \.- - -- - - '...._..'x""'
RWO
I .yY,
20.
h
B" MJ x 6" FLG Tee 2 EA. 10' STRM. STUB -- _-- EXF'IR S: 122 3�1 96
IE=176.30 (VERIFY
PRIOR TO CONST.) - FDGF. i1T MFNIT RM-1180.10 DATE:
IE=T7B.10 JUNE 23, 7995
UTry �y �,�y� - - __. _.... ...:_..
1 III 1 1 R111=20 0rT9{iY0 DRAWN BY:
6" LEGEND MAP/CNH
CHECKED BY:
EXISTING STORM LINE MAP
"-'••-----.---_ - -- EXISTING WATER LINE q REVISION
------•---- EXISTING SANITARY SEWER a1 EDITION
&3 6 CLOSING
-_� PROPOSED STORM LINE 9 DATE:
--"" PROPOSED WATER LINE m
PROPOSED SANITARY SEWER
y- FH PROPOSED FIRE HYDRANT
+► FDC PROPOSED FIRE DEPT. CONNECTION `
' Ilm PROPOSED CATCH BASIN $
OCO PROPOSED CLEANOUT
® PROPOSED WATER METER MA:"NV991. Au REN;WE"', INC
4@SE DRRMNOS ARE INE ORpPERTY on
PROPOSED POST-INDICATOR VALVE MADMEN[¢ ENON RIND INC ,M.EI�1
AND A. No' tOE�! '3E0 M REP O-
IN ANY MANNER EXEVI PART q
SHEET
Acr All nowissoN or ACE,
d
SD3
Cardinal Lene,BeaO
SIT 9OF
SR 95 0025
3 014
J08 N0.
% M PERM WT SEFrr:WBBM 20, VIN 195252
If IMP notice appears clearer than the
document, the documcnt is of marginal qual:ty.
ilili��l" L .iri11fIIIIT IIIIIII�iiIIi ;iiIII11111i 11111111111{( t}x E)j�11��
1 3 0 X
C D limn I..t� �idnii(uihm melon mlhmDmhm Inihm mlhnlinuhm uu6m nnln nm h Igm6a im In 1 - `.-
�1�
34'_fVERIFY WISITE PLAN)
NATIVE BACKFILL _j
4 SECTIONS ® 1 METER EACH H _+ C.B. 3" EACH END 18" W
_ - CTIONS O 0.5 METER =.-14.76' TOTAL--- - - _--- �� A �
SEE SPECIFICATIONS FOR
SE
A B _ COMPACTION RFC?UIREMENTS) Q r
PROPOSED PAVEMEN'r AREA
-- ----- _ - - - - - ^- -- -- l - / SEE TYPICAL PAVING SECTION
�`` _._
.aw B Y - - - - - `_ -- - ._. 1 LANDSCAPE AREA 1 0- C
CAULK PIPE INTO HUES � DRAIN AS S EM ORST APPROVED
_� _ / PAVED AREA � M N
r � EQUAL. INSTALL IN ACCORDANCE PLI�.N T^- � �T ���-" � -C
HINGED I RAP CATCH pA_ N W/MFG. SPECIF1CATlONS, a o o u o 0 0 0 o t (, � I
SEC710N 000. 00 00 00 0. o. �a oe n.t e
oGooG�odcoOooC'o."Ou'.oG�oC,vo OvoOao Voa OooC (�
- ?_'-4" x 2' -4" x 2" CAST 4" I.E. PER �' F.G. (SEE GRADING PLAN) o n, n OAno A. C
P aVING SECTION, CRUSHED Z a N
CN
IRON OR WELDED GRATE UTILI TY PLAN / ROCK BASE Of' LANDSCAPING i I _ _ �" C o
u
- (4) 1/2"0 HOLES EACH FATE �. - CONCRETE FRAC/L CASING i is m
BASE COURSE LEVEL. 0•Jx - � / -CLEANOUT FRAME AND COVER I / y;�'Y� Z � d it)
ti
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b° k $ $3 pp ,a - i)Oogr o1gQsb�o8cc°5•uooRd.sandKrbb°BDoa�rb sasbnos�Os$oKx�b�£vb$oo•OsooDdp8`gyp,.,...,. /� I ;. --I. n-o>Ir; - ,t��� M11'nN.�e-►A1 w�Y •r
C1 -0 GRANULAR BACKFILL �m
COI3
�o o SUMP
U. WOz o nSRBR�a0 :,on• a�i (SEE GEOTECHNICAL REPORT
5.8 8» (TYN.) EXPANSION JOINT z •
a FOR COMPACTION REQUIREMENTS) r o
w Z _. __--___ _ - t!'! 0 N t,0
-- 11 - » �- J __. 45' ELBOW �( W ,.- h LO
a CL _ �.- _ -1/4 R STEEL ALL WELDED - • %1 rn rn
> 6 -'1i CONSTRUCTION. ASPHALT � ' m v o
Q Co UG�oDGc o °!SUV GC. 5 IIj C `d
MIN. p EMULSION COATED INSIDE �- �' 0(1� UQ°OU vim° o U
i.�i Yi,.
APPROVED SEWER LINE '�' o o V_ d°Ogocc>o " " W `' C C`t
I : AND OUT. --0" x 2'-Q" • N °oGo Gpo4 q 0000000 .� v Q►rt
N - " z� . POLY f_1RAIN SYSI EM 45' WYE > w� b°400C'u 0 UQoQ,gooco 1 -0 GRANULAR BACKFILL N u m m M
INVERT -- i (OR 24 ROUND) \p CAST IRON FRAME 41 o�Q°Og0 'A'006Q. °o (SEE GEOTECHNICAL REPORT FOR - � , 00
EL NATION:/ -- gin, r do GRATE �-- ni o 0o qa poo I L �-- u7
E wa. w °O000 o°Ogo° COMPACTION REQJIREMENTS) W � $ �,,_,
SLOPE AND I.F. VARIES - 7,4`1 ,. '' a a ir 09ooc� oo • p m
NOTE: !� - - - MIN. 3 BARS ® 24" O.C. 11e V)
# U
TO SUPPORT HORIZ. STEEL. Go v " o SEE UTILITY PLAN FOR PIPE
SEE PLANS SECTION B-B °' `y'" , 1 co 9oopo°0VQ�' ° o ao C�0 SIZE AND TYPE (MAIN PIPE) •- w o C
1 MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. � � 000 .,coo O�oOgoop > w � ,_
2) LYNCH TYPE CATCH BASIN OR EQUAL `" COMPACTED SUBGRADE (4) #4 BAR`' HORIZ. ELEVATION �. M U o 4. KL
1 CATCH BASIN 2 TRENCH DRAIN3 CLEANOUT 4 STANDARD TRENCH
� . N.T.S. - •-- c,�:;!�' 1�9JNN.T.S. _..._�...i,,rN:�i;,r< �� N.T.S. N.T.S. RENH
ALUMINUM SIGN PLATE �•-
N A WHITE BACKGROUND
uj 1" HIGH BLUE LI=TTERS
AND BORDER, BAKED ENAMEL
PARKING WITH
V) DMV DISABLED
VEWT ONLY W
a W WSUBJECT E --- ----_ -----HANDICAP SYMtrGI- WHITE � Z �
3 N;
TOWING UNDER < W
ORS ✓3T,B2o in WITH BLUE BACKGROUND
ANE1450FINE
UNDER .- fj" 7" 0 /Ofd
OR 871 515. �- - ! R
_
Z-DISABLED SIGNAGE PER i I ;M " � Lil
f STATE REQUIREMENT -- __.� _. .._
ASPHALT - - 1 -0 WIDTH OF SIDEWALK W Q C1� Ll
___.J_-.._ ____--_-- STEEL
� ---- SEE PLAN �
CONCRETE FLUSH ---.--.GAL VANIZ(D S.EEL POST 7" 3.5" SLOPE TOP OF CURB � O 0 (�
3� ~
- �?I �--- ____ __ --_-_--- TOP OF SIDEWALK V) x
4" STCL
RIPES i _---VAN ACCTS.It3._r. - _--- ----- - - --- -- 2»
AT 2'-0" OC TYP. V SIGN � � ) EVEN WITH PAVING w � Ce- W
4 r ^ .�..
TYP. IN
DE PAINT
- . I _ _ ___..._ _ _ STRIPE TYPICAL
cQl '� TAPER CURB AT SIDEWALK OR END OF CURB--RADIUS EDGE U
/ -•
NOTE: Cb/ A
-DISABLE^ SYMBOL, i SIGN SHALL BE CENTERED o jDIMENSION
PAINTED PER NOTES ON EACH STALL. i `
OREGON LAW 1. ALL DISABLED STRIPING i ^+ 67• ON PLAN -------EXTRUDED CONCRETE CURB O
SEE DETAIL 7/SD4 / AND SIGNAGE TO COMPLY
FINISH GRADE SET IN EPDXY CEMENT
WITH ORDINANCE � __
URS 447.233. I 1
1 1 , ASPHALT PAVING
2. DISABLED SIGN TO BE I f ; -1--
PAINT STRIPE MOUNTED TO SIDE FOR i I
- VAN ACCESS LOCATIONS
_ II
`-`- `- "-.--- --. -� AND MAY BE CENTERED I I
-�L)
.3% qm
OFc
9'-0" 6'-0" STD. (TYPIC FOR STANDARD DISABLED ------� I Ns
A
- ---
(TYPICAL) 8'-0" AT VAN SPACES. i _ -CRUSHED ROCK BASE / 4 is I +d►
ACCESS LOCATIONS L� _- --- mein
HANDICAP STALL HANDICAP SIGN HANDICAP �PT"IMBOL a EXTRUDED CURB AND TAPER r�P
5 6
N.T.S. - I{'.1AII N.'f.s. _._ ,_.._...._.r_�_._._..- 77:N N.T.S. - • �I�rMe $"�" N.T.S. L,���Itr3 fir �y
206
A.
' - --
2T31/961
7� DATE:
,. .: ;, JUNE 23, 1995
TEE PLUGGED CROSS WYE PLUG OR CAP SEND DRAWN BY:
18" BEH'ND CURB BEARING AREA OF THRUST ULOCK.S IN SQUARE FEET CNH
AOR SIDEWALK L90TEE PLUGGED CHEC� a' BEND, KED BY:
VARIES - SEE SITE PLAN FITTING TEE, WYE, PLUGGED ON RUN 45" 22 1/2' 11 1/4' A
- .__.------_-- __ SIZE PLUG OR CAP CROSS A t A 2 BEND BE7:D U 1 M A P
6" 6 TOOLED JOINT 1.4 _1,9 1.4 1.0 _--- ---_ fi RtVISIUN
- - 6 - -- x.� - ---- 0 - - 4. � 0 � 1�1 EDITION
i,,--CONCRETE WALK - " 8___ .__ L e 5.3_ __--_- 7.8 5.4 2.9 1.$ 1.0 A a
18 PLUGGED 10_-- 5.9 _�_8.4 _ 11.8 8.4 4.6 2.4_-1,2 2 TEE CLOSING
CROSS 12 A.5 12.0 17.0 12.0 6.8 3.4 1.7 DATE:
1" RADIUS 29 CROSS SLOPE � I - ___.._ _. ____ _._.
AOR AS SHCJWN ON PLANS TOOLED EDGE CONC. CURB
-rt*r .�. -14-' _11.5 18.3 --23.0 16.3 3.9
.. " 17- _ 'I� �„�' 16 - 15.0 _ 21.3 _ _ 30.0 _ 21.3 11.8 9�0 3.0
PAVEMENT -18-- __ ?4.9 , 27.0. 35.0 27=9_ _14.6 7�4 -__3.
_-20 23.5 - Q.3-------47.0 R.,j_-28.1 9.4 4.7
AS NOTED ON PLANS
L,24 _v34.0 __- -_.0 -_ 88.0 __.-0 8. 13.8 6.8
DRAIN�\ --.--- » " I POCKET. I VALVE BOX
-
2 SAND Of? 3/4 -0 CFS. AGG.
v - BRCOM FINISH F T. MIN. + _ ASSEMBLY NOTES:
» 2X CROSS TOOLED EDGE TACH SIDE. i --DRAIN THRUST BLOCK- 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH
- '- --CAST IN PLACE CURB do SIDEWALK. �. MSN' '.-'_L0
�- '9_L0 � „►. .
� � 2. ,.kP CONCRETE CLEAR OF JOINT AVD ACCESSORIES.
�_6e --' % `�� 3. THE REOUIRED THRUST BEARING AREAS FOR SPECIAL CONNEC IIONS ARE S140WN ENCIRCLED MACK:N7.IE LNGNEE"INGINC
---PAVING SECTION � ' �� ' � ON THE PLANS: E.G. 15 INDICATES 15 SQUARE FEET BEARING AREA REOVIRED. � �99s. A�. RIGHTS pESERvFD
I- I --- -` - --_ _ ,I " t..• i �( T}fESE DR�1MNCS ARE THE PR'�PEft it uF
,- - _ ._ __ ! _ _ PER BLOCK �- - _ _ _ __ - 4. IF NOT SHOWN ON PLANS rEQUIRED BEARING AREAS AT FITTING SNAG R-P AS INDICATED BELOW. MACKFN E.NrSAR T E IAl-E.L
--- - - COMPACTED ROCK BASE ? II-Ih
1 - , ��' S. BEARING AT=AS Anil SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE FRECEDENCT OVER 01ju..OR N ANY?MABNE9�E�C-P D OR REPRO-
S._ ,c , ' ; 13EARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETIJI..
NE �rr,cv� WRITTEN PEF1Mt5 ISN OF M.E.I.
} CONCRETE TO HAVE STRENGTH -COMPACTF-D FILL � ,/����i�� 8• ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 15C F.S.I. AND AN SHCET
OF 3000 PSI IN 28 DAYS, c..r. ALLOWABLE SOIL BEARING PRESSURE STRESS OF 2,000 POUNDS PER SQUARE
CONCRETE WITH 6
2" TO 4" SLUMP 4 H0__DING SPOOL M.J. MAIN LINE FOOT. TO COMPUTE BEBARING AREAS FOR DIFTERENT TEST PRESSURES AND
PROVIDE EXPANSION JOINTS ® 20'-0" CONTROL JOINTS AT 5'� 0" O.C. SOIL BEARING STRESSES, L'SE THE FOLLOWINr EQUATION:
AND EXPANSION JOINTS AT SD4
O.C. ALIGN CURB AND WALK JOINT;. 20'-0" U.C. OR AS BEARING AREA - (TEST PRESSURE/150) x (200'1,'0BARING ARING STRESS) x (TABLE VALUE)
+ PROVIDE CONTROL JOINTS IN
SHOWN ON PLAN''.
WALK O 5 --0" C.C.
s MONOLITHIC CURB AND 31DEWALK 60NSIDEWALK r FIRE HYDRANT ASSFEMLY 12 THRUST BLOCKING °F
GEtrrlinal Lane,8800 N.T.S. SIDE N T.S. ------•_ !_ � .�.�.._ -_-_.__._ - SWALK N.T.S.
..._.._ .,...__ H �.nIJ l N.T.S. -'--. Tlaa�,s JOB NO.
SD4
,IT 95.0025 FEVOM PERUrr SET SEPTEM&M 20, M5 19 5 2 5 2
4 of 4 �.r _..,. ......�.._ -� ............e�......�.�. .....��..
If this 1110lice 1PPears clearer than the
doculllew, the document is of marginal qua';ty.
• i ii�li����� _• � � t , .rlrl.l.l
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