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G i-]NERAL NOTES STORM & SANITARY NOTES RETAINING WALL NOTES 1
BOHITA ROAD
SECTION A - --
1, ALL WORK TO CONFORM TO THE LATEST EDITION OF THE OREGON 1. ALL WORK AND MATERIALS TO CONFORM TO THE LATEST EDITION OREGON 1. FILL CONTAINING BRUSH, SOD, PEAT, ROOTS OR r1THER ORGANIC,
CHAPTER A.P.W.A. SPECIFICATIONS, THE CITY OF' TIGARD STANDARDS CHAPTER A.P.W.A, AND THE U.S.A. STANDARDS AND SPECIFICATIONS. PERISHABLE OR DELETERIOUS MATTER, INCLUDING, BUT NOT LIMITED
AND SPECIFICATIONS, AND THE CONTRACT SPECIAL_ PROVISIONS. TO SNOW, ICE OR FROZEN SOILS, SHALL BE CONSIDERED UNSUITABLE
2 CONTRACTOR TC OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR MATERIAL AND SHALL BE REPLACED.
THE CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION TO STARTING CONSTRUCTION.
PERMITS. 2. SOIL FILL MATERIAL SHALL BE DRY ON SITE OR GRAN' _AR IMPORT
3. ALL CONCRETE MANHOLES SHOWN ON THE PLANS ARE 48 INCHES MINIMUI4 SOILS. MAXIMUM SIZE OF MATERIAL SHALL NOT EXLL-ED 3" IN
3 C'CN:,Tr UCTION OF ALL FACILITIES TO BE DONE BETWEEN 7.00 AM AND DIAMETER AND CONFORM TO U.S.A. STANDARDS. MANHOLE EXTENSION DIAMETER. 1
9:00 PM. RINGS SF,AI_L BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL
1EIGHTS. 3. SOIL DENSITY T'STS SHALL BE PERFORMED AT 2 FEET VERTICAL
c c ELEVATIONS OR AS OTHERWISE SPECIFIED BY THE ENGINEER. VICINITY .MAP a
4, ALL EXISTING FACILITIES TO BE MAINTAINED IN PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE SHOWN OR DIRECTED. THE 4. ALL BACKFILL IN THE RIGHT-OF-WAY SHALL COMPLY WITH CITY OF TIGARU N
CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, PUBLIC WORKS STANDARDS. 4. FILL FOR UNITS SHALL BE FREE DRAINING GRAVEL OR CRUSHED ROCK. rl a'
MAINTAIN, AND PROTECT EXISTING UTILITIES AND OTHER FACILITIES
AT ALL TIMES DURING CONSTRUCTION. 5. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE 5. UNITS SHALL BE KE YSTONE INT=RNATIONAL CUMPAC,
WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER
5. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT 6. INSTALLATION OF KEYiTONE FACING UNITS SHALL BE INSTALLED PER
THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD NO EXPENSE TO THE OWNER. MANUFACTURERS RECOMMENDATIONS, KEYSTONE RETAINING WALL
SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR THE SYSTEMS, INC. MINNEAPOLIS, MINN.
COMP!_ETENFSS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD 6. ALL SEWER LINES ARE TO BE AIR TESTED PER DIVISION III, SECTION
VEP,IFY LOCATIONS OF ALL EXISTING UTILITIES. 303.3.16 OF THE STANDARD SPECIFICATIONS. ALL MANHOLES THAT 7. GEOGR!D SHALL BE TENSAR UX1500 & UX1400 MANUFACTURED BY THE
REQUIRE HYDROSTATIC TESTING SHALL BE TESTED IN ACCORDANCE WITH TENSAR CORPORATION, MORROW, GEORGIA. THE GEOGRID SHALL BE a
6. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL TRAFFIC CONTROL_ A.P.W.A. DIVISION III, SECTION 303.3.15 OF THE STANDARD INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS.
DE,,^CES. CONSTRUCTION SIGNING SHALL BE IN CONFORM�,NCE WITH SPECIFICATION. SHEET INDEX
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY OF
TIGARD REQUIREMENTS, LOCAL AND EMERGENCY ACCESS SHALL BE 7. ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO
MAINTAINED AT ALL TIMES, ICCOMMODATE OTHER UTILITIES AS REQUIRED. SECTION B 1 , COVER SHEET & GENERAL NOTES
7. NO TREES GREATER THAN 6 INCHES IN DIAMETER SHALL BE REMOVED 8. ALL P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D3034, SDR 35 1. ALL CONSTRUCTION SHALL CONFORM WITH CITY OF TIGARD BL:'I_DING `�,, SITE & STRIPING PLAN
WITHOUT AUTHORIZATION BY THE CITY. PRIOR TO CONSTRUCTION, A SPECIFICATIONS AND SHALL BE CLEARLY MARKED AS SUCH. CODES REGULATIONS. I
PHYSICAL BARRIER SHALL BE PLACED AND MAINTAINED COINCIDENTAL LAYOUT PLAN
WITH THE DRIPLINF_S OF TREES NOT MARKED TO BE REMOVED OF 9. ALL STORM PIPE SHALL BE ADS N-12 AND SHALL CONFORM TO ASTM 2. Fl SHALL BE PLACED It! HORIZONTAL LIFTS NOT EXCEEDING 10 3. I !
GREATER THAN 6 'NCHES IN DIAMETER. F405 SPECIFICATIONS. ! 'HES IN UNCOMPACTED THICKNESS FOR HEAVY COMPACTION 4. GRADING PIAN
EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH
8. NO CONSTRUCTION VEHICLES SHALL BE ALLOWED TO ACCESS OR DEPART HAND OPERATED EQUIPMENT, FILL SHALL BE PLACED IN HORIZONTAL 5. DRIVEWAY PROFILES
THE SITE VIA BAYL OR OR CLINTON STREETS WITHOUT PRIOR APPROVAL L r:OT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS
Y) O Z
OF THE CITY OF TIGARD. 6. STORM & UNDER DRAIN PLAN ` '
3. F!'.1- `HAL! BE COMPACTED AS SPECIFIED BY PROJECT GEOTECHNICAL '7. SANITARY & WATER PLAN a wI �
I Y O' 2
9. THE PARKING OF CONSTRUCTION VEHICLES SHALL BE LIMITED TO THE
E,,, .IJLER OF RECORD TO A MINIMUM 9:9� OF THE OPTIMUM DENSITY o m Z z o
SITE ADJOINING S.W. 72ND AVENUE, AND SHALL COMPLY WITH ALL UETERMWED IN ACCORDANCE ASTM D 50-7 (STANDARD PROCTOR B. OVERALL UTILITY PLANuj
CITY OF TIGARD REGULATIONS REGARDING THE LOCATION AND DURATION DENSITY . 9. RE'T'AINING WALL PLAN > o Q
OF THE PARKING.
4. TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL 10. EROSION CONTROL PLAN
10. NO CONSTRUCTION M4TERIAI_S SHALL BE PLACED OR STORED WITH THE WATER NOTES SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF a n _
RIGHTS--OF-WAY OF S.W. 72ND AVENUE OR DARTMOUTH STREET AT ANY THE OWNER. 11 . DETAILS
11ME. 5. WHERE LARGE ROCK, STONE OR OTHER ACCEPTABLE MATERIALS ARE USED 12. DETAILS
1. ALL ON-SITE WATERLINE CONSTRUCTION AND ALL MATERIALS SHALL MEET IN THE REINFORCED BACKFILL ZONE, THEY SHALL NOT BE ALLOWED TO
THE REQUIREMENTS OF THE TUALATIN VALLEY WATER DISTRICT. NEST, BUT SHALL. BE DISTRIBUTED OVER THE AREA TO AVOID POCKETS.
VOIDS SHALL BE FILLED WITH SMALL STONES OR OTHER ACCEPTABLE
2. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO MATERIALS.
CONSTRUCTION AND SHALL COORDINATE WATERLINE INSTALLATION WITH
�
OTHER UTILITIES. 2 z tO w W U
3. ALL WORK AND MATERIALS SHALL COMPLY WITH OREGON STATE HEALTH SECTION C
DIVISION ADMINISTRATIVE RULES, CHAPTER 333, A.W.W.A, AND 1. TENSAR GEOGRID SHALL BE PLACED AT THE LOCATION AND ELEVATIONSe
A.P.W.A. STANDARDS. SHOWN ON THE ATTACHED PLANS.
4. 6" AND 8" PIPE SHALL BE PVC PRESSURE PIPE, 900-81, Cb SS 150 2. TENSAR GEOGRID LENCTH & TYPE SHALL BE AS LISTED FOR EACH LEGEND-
GRADING
NOTES (DR 18); CONFORMING TO ANSI/AWWA. 2" PIPE SHALL BE ASM D RESPECTIVE WALL SECTION. REINFORCED FILL ZONE LENGTH IS AS
1785, SCHEDULE 40 PVC, NSF- APPROVED. MEASURED FROM THE FRONT FACE OF THE KEYSTONE UNIT FACE.
5. HYDRANTS SHALL CONFORM TO AWWA C-502 AND SHALL BE APPROVED BY 3. TENg4R GEOGRIDS SHALL BE ATTACHED FIRMLY BETWEEN THE KEYSTONE - EXISTING SANITARY SEWER LINE
1. ALL GRADING IS TO BE PERFORMED IN ACCORDANCE WITH THF THE WATER DISTRICT. ''LC,,rC SECTIONS OVER THE FIBERGLASS CONNECTING PINS.
RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY r -- - EXISTING STORM DRAIN LIVE
APPLIED GEOTECHNICAL, INC., DATED DECEMBER 24, 1992, AND 6. ALL TEES, BENDS AND GLOW--OFF LOCATIONS TO HAVE A POURED-IN- 4 P ZIOR 10 PLACING, FILL, THE GEOGRID MATERIALS SHALL BE PULLED "u'`
PLACE CONCRETE THRUST BLOCK CONFORMING TO CHART SHOWN ON 'I-,HT TO REMOVE. ANY SLACK IN THE GEOGRIDS AND REMOVE ANY SLACK EX'STIN( WAFER LINE
AS SUPPLEMENTED APRIL. 29, 1993. _______
DETAIL SHEET. AROUND THE CONNECTING PINS. I'. �- -- EXISTING SANITARY SEWER MANHOLE
THE MAJORITY OF THE SITE HAS BEEN RECENTLY STRIPPED. PRIOR TO EXISTING CATCH BASIN
START OF GRADING OPERATIONS, WE RECOMMEND THAT ANY SOFT 7. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 36" FROM FINISH 5. FILL MATERIALS SHALL BE PLACED FROM THE BACK FACE. OF THE BLOCK EXISTING STORM DRAIN MANHOLE W
MANMADE FILLS, LEACH LINE SYSTEMS, ORGANIC SOILS, GRASS, ROOTS PARADE• BACK Ti.WARDS THE FILL TO ENSURE FURTHER TENSIONING OF THE 1
OVER 7. INCHES IN DIAMETER, AND DEBRIS, BE REMOVED FROM BENEATH GEOGRID MATERIALS. ~�u---
ALL BUILDING AREAS AND FOR A DISTANCE OF 5 FEET BEYOND THE 8. PIPE BEDDING SHALL BE AS PER A.P.W.A. DIVISION III, SECTION I f------ EXISTING WATER VALVE
301.2.02 AND SHALL BE 3 �4"-0" CRUSHED RUCK. 6. NO CHANGES TO THE TENSAR GEOGRID LAYOUT, INCLUDING, BUT NOT °'"''' - EXISTING FIRE HYDRANT
PERIMETER FOOTING LINE. A REMOVAL DEPTH TO 18 INCHES BENEATH i - "r '����f~ - SANITARY SEWER LINE
THE FILL AREAS WITHIN THE CUB FOODS/RETAIL BUILDING ISLIMiTLD TO LENGTH, GEOGRID TYPE, OR ELEVATION, SHALL BE MALE
INDICATED BY THE EXP -
. DEEPER REMOVAL OF FILL 9. TRENCH BACKFILL SHALL BE "CLASS B" PER A.P.W.A. DIVISION III, WITHOUT THE EXPLICIT WRITTEN CONSENT OF ALPHA ENGINEERING, / - .-- SANITARY SEW'-:R MANHOLE (n
EXPLORATIONS.
MATERIALS (UP TO 8 FEET) IS ANTICIPATED IN AREAS OF PREVIOUS SECTION 301.2.048 IN ALL PAVED AREAS IN THE PROJECT. INC. THE CONTRACTOR MAY USE LONGER GEOGRID LENGTHS THAN THE WITH _ STORM DRAIN LINE
C
DESIGN SECTIONS REQUIRE FOR EASE OF CONSTRUCTION. �� �'' i
STRUCTURES TH BASEMENTS AND WHERE ORGAN" )OILS ARE PRESENT � Ll-
(POSSIBLY NEAR THE CREEK). AN ENGINEER SHOJLD .EVIEW THE 10. ANY CROSSING OF WATER MAN BY SANITARY SEWER SHALL BE MADE AT CATCH BASIN - CB, OSCE� f-- '�J_�
STRIPPING AND STRIPPED UPGRADES TO ENSURE THAT ORGANIC SOILS, APPROXIMATELY 90o AND HAVE 18" OF VERTICAL CLEARANCE. 7. BACKFILL SHALL BE GRADED AWAY FROM THE WALL FACE AND ROLLED AT _.....M�r STORM DRAIN MAf'iiOLE O z
Li
UNCONTROLLED FILL OR OTHER MATERIALS WHICH MAY BE UNSUITABLE THE END OF EACH WORK DAY TO PREVENT POLJDING OF WATER ON CURB INLET O o > C,
FOR STRUCTURAL FILL SUPPORT DO NOT EXIST. 11. ALL MAINS TO BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM SURFACE OF THE REINFORCED SOIL MASS. !
LOSS OF 5 PSL �Y CLEANOUTLL o Q
WHERE LOOSELY BACKFILLED TEST PITS OR FILLED FORMER BASEMENTS 8. PERMANENT SURFACE WATER DIVERSION SHALL BE THE RESPONSIBILITY' co i wv -- WATER LINE
12. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE: WATER OF 1HE OWNER. - - -W L Q U �
OCCUR WITHIN BUILDING OR PAVEMENT AREAS, THE LOOSE SOILS BLOWOFF !-
SHOULD BE TOTALLY REMOVED TO EXPOSE NATIVE SOILS, THEN PRIOR TO DISINFECTION AiJO BACTERIOLOGICAL TESTING IN
REPLACED WITH GRANULAR BACKFILL ODOT 3/4"-0 CRUSHED BASE ACCORDANCE WITH A.W.W.A, STANDARDS C601. 9. ANY DEVIATION FROM THESE PLANS ANDjOR SPECIFICATIONS COULD ' WATER VALVE �1/ r-,, ��
ROCK IS RECOMMENDED. IT SHOULD BE PLACED IN 8-INCH MAXIMUM
RESULT IN WALL FAILURE AND CIVIL ACTION AGAINST THE WALL - __ - WATER METER
LIFTS AND COMPACTED WITH MANUALLY-GUIDED MECHANICAL COMPACTORS CONTRACTOR. I Q
TO GRADE. COMPACT TO 90 PERCENT ASTM D15C7 TO WITHIN 3 FEET THRUST BLOCK
OF SLJBGRADE AND TO 93 PERCENT FOR THE UPPEK 3 FEET. 10. A MINIMUM OF 2 FEET OF FREE-DRAINING BACKFILL TO BE PLACED �, __� _ - FIRE HYLRANT S V)
IMMEDIATELY BEHIND THE WALL, & CONNECTED TO A 4" PERFORATED aJ - SIGN
IN PAVEMENT AREAS WHERE STRUCTURAL FILL IS RF ) IIREp, THE PIPE COLLECTION SYSTEM AT THE BASE OF THE WALL. THE DRAINAGE y __- UTILITY POLE L1J a Q
SURFACE SHOULD BE TRIPPED OF ALL GRASS, ROU I VEGETATION, OR COLLECTION SYSTEM IS 10 BE CONNECTED TO THE 8" UNDER DRAIN - �/' W
DEBRIS, AND MOISTURE--CONDITIONED TO NEAR THE OPTIMU - MOISTURE SYSTEM, & WRAPPED IN FILTER FABRIC (AMOCO 4545 OR EQUIVALENT). _ r EDGE OF EXISTING PAVEMENT I EP �� O
,_- -`"-----------•--- TEMPORARY CONSTRUCTION DF�IVEWAY < l �
CONTENT AND COMPACTED TO 92 PERCENT OF ASTM D1557 (MODIFIED
PROCTOR). IN AUDITION, ALL GRADING SHALL COMPLY WITH CHAPTER --- STREET BARRICADE O
`�°
70 OF THE STATE CF OREGON STRUCTURAL SPECIALTY CODE. - OVERHEAD ELECTRIC
- I CONSTRUCTED FROM ro -•--..__ _ ��` -- LIGHT POLE !
2. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE COP J D TELEPHONE RISER I
EXCAVATED MATERIAL ACCEPTABLE TC THE SOILS ENGINEER AND SHALL tiff O
BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 9" LOOSE MEASURE. rrl! o'I°�''"' WELL - AS NOTED m
Fn, I -
EACH LIFT SHAT I BF G.OMPACTEf1 TO >}iE <; -<'Il lr A11cN� l-I,�T 'D "f�' , C 5��ask r
FE.i4P„fi i; �Q � 'I c�i I _a.-�--w-n FENCE - AS NOTED
St�lsiYr ��'l `l3.-_�o.Lp �h�>H��� - SURFACE STORM WATER DRAINAGE r l
IN 1 i�. BrFf�F"�• Mt^-hJTiO.IfD �'IL-� �Et'C'F'1 �
3, FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN MOt UMENT BOX
'"`- ---
TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILARSc]q-5v) \ CONCRETE SURFACE
Ql�.l�wWv�h
IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATrR THAN 12 - _ -- BR'.1SH,TREES
TO"SHALL BE BURIED OR PLACED IN FILLS. Y T a 14�115�L\
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25' WETLANC, j i - °l- _ I Q CROSSWALK MARKINGS TO BE PLACED
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r"
{ TAPER TO MATCH --- - �
r f EXIT. A.C. O 10 :1 \ m
-- + < OFFSET
00 Y.;.'.
.. .ui 4+00 1.:..- I".". ,• ^�------ 'I b T4k a = 8446'35- .-:. :' I- ,3+00- 4+0085 00 +0042,00 RETAINING WALL .\ `,. /BY �TNERS - 1.'EW I STA. 19+28.34 72nd0 Ij ( �. _ _ ' P.C.C. DRI AY + ��_- STA. O+CO DRIVEWAYA' 9 44.67 - - I Nes a5'2,'w O p�/ U a = 17'32'37 r� - 1+O _ I x
' - 15' w
�► STA 0+45 TO 3+87.25 -
85.42
CuN( v �� SEE SHEET 12 / 2 R c 2 .83 5' f�, a
CONC. PAD --- � �,�. � • 1?_ e
`/ -1,
L - 65.83 p
1
PC 8+86.6094,00 _- PAD 5,00 I I' / ��Fv - p - 17'32'37"
$ - - { ... <Q V - CONCRETE PADS ° R - 215.00 I
124.67 10,67 I TO BE CONSTRUCTED L - 85.83
10f1'•'R: 32.76' n, - 26.44'06" ®1 PxJILD1P�, G7Pf) TLIS �II y
R - 65.00 CONC, 1.86' l 1 rPlCq�� �!
q 0
r' �+ +�6_g¢ L - 39.66
�I I PAD ------
10.51'
CUB
FUTURE II CONC. 58.27' �-
C U B FOODS RETAIL "A" I °�T�CON11��Ci� PAD vI"
/ EXPANSION I ��'
-J C - iv 36.00' _ NOTE: DRIVEWAY "A" & "B"
/ L / � ) �� 5 .J . ^� j I ' �P 9.29 T'A
7 f )l I ( i PROFILES ON SHT. 5.
TOBEPAVED _-JM12R E L_ C ___45.58' 5' 25
/PARKING
-' _4-
FF _ ? (� . U LOT PAVEMENT 11.33' 108.6%' -- _ -
o sEcnc>N .� l J `T / ',:l .
p a B'UIWII� CO�C.7ri1�
+ 0 ) `
- -- - j RE TA L_ B FF -- 2. 08 . 0 J I 1
4 - - 'w
1' 2 5 , 416 S . F .0 0z, A
o cn o 0 o z
� u ll M L�j LwN cl� ccj
0
UO
' RETAIL ' AA's o LL li n � a
o
S 2,000 S. 7. o L` L� o 0
l�
' It
+ PLACE FULL. DEPTH 16" X 6" CURB a to
W/PEDESTRAIN RAMP' DROPS RETAIL AB
3,000 S.F.----
25.33 -t ( �
_ - /- SID WA K & PEDESTRAIN RAMPS U BE CONSTRUCTED BY
E L
�- I _.-� 50.00' - 156.00 --- --- _LB
---- U183 OU'
�- 26:50 -- _ ��
o � -- z
Q r7 4, R
RACKS FOR BICYCLES
38' - - - 8.42 -_ o to r�
..�� � 4' �-• 28 '--� 25' R
69 0' 62,00'
62.00' , 2,.6' 3' `- -�� 'L� - I I rw'- o
62.00 s2.o0'
+ �+---- r 62.00 `'" °` D a o n: a
. •. ----ws_ -62_00' 66,00 _60.00 - - 4� 60.00 ( Y it V ¢ 0 31
60.00 _ 80.0 ' - .L,
.~ 23.00' 18 30' 18' 29.00' .• w a Yw $ "t
11
I mr m f5 Z 2
i
/ 42.00'
a 5 0 `_a o
_ �' c71 5 oQ
n � rim
8.50' TYP.
o ol
I :28:50. -
• 1 CONSTRUCT SIDEWALK a
11 �
1$..
1 PER DETAIL w
2 if R.. - Qct
9.81 z.s' 31
\\)) v
Ali
Y
�',, •. , , : + ,. 45.03' - - S. W. CLINTON-
_ W. CLIN TON S T.
iID
7' �
` 10.39' TYP, J _� I
\ � .. . . �� �- 22.00, T,� _
_-__---END OF PROJECT IMPROVEMENTS STA 11+84.24, 24' LT. \
PLACE 6 LF OF RDWD. 2" X 4" HEADERBOARD AT THE 9.00' IYP. 25.40' -
j 23, 0'
''•,� END OF THE SIDEWALK AND CONSTRUCT SMOOTH - - _ •
\ TRANSITION SLOPES TO EXISTING GRADE O t5% MAX, t2% MIN. x,.60• TYP. 2.5' R _ 10.5'
�� ♦ .. [TYPICAL.]
25. - 23'
_ I
SEE DETAIL THIS SHEET 45.00' R
2OW. A
\ ` 7
16.48 \ A (TYPICAL) -
r✓ 22.74' 15.01' - -I 24.00
♦ 3'R 21.041' 20.OU'10' 20.00 - - -�
3' R ¢ 1 /�
\ IIJ 7.22' \/ \ 21.82'I_ 3.82'
5 2.82 4' R �- 28'-� 14.00 28' R
�� ri' - -- 4' R ' 8.82'
LIMITS OF CUo FOODS RETAIL SITE IMPROVEMENTS vhf 30' A LOOP DRIVE ;2' R r�•5', --' -5
♦ \ 0 F'-- ' 35.70'' f.�; �.
♦ \ +00 tp �- i _ t• STA. 18+94.93 A r4r R
♦ \ '- 1 r7 18�00T - ,• STA, 2+80.43 'B' 4' R
7 _
J ,` _N A. 13 05.93 '72nd
♦ 18 ,4 Q4 Yf✓.',
Rd0 r .,- 43.75 STA:,20+90.93 t
/� - _ - 1 0 STA. 22+98,93 'A �-
RETAINING WALLS
4 R OQ.. -r--=�.• I -
.I .2b+ob�. 7
21+00 6
- 2 0.
-- 0R
3
12.00' TYP. 573 25' R
4" PCC
'^ r Z 25' R ��, I 8` 3/4`-0" AGG. BASE
♦ lam g` \� �� 3' R - + 22' o -T,
l5 24 I N - 10' R I DRAINAGE WAY Q w
\ / 25 R
f
- 2 R SECTION A-A O o
\ \., -� 8' o NTS I ' w
cm, HEAVY TRUCK PAVEMENT SECTION I Q
SFE SNEFT 12,'12 W Q
a as i�� _ T g' 1+42.40
-t`N aa, 21.44' �,
24,00' C 4' R
__f_
� 12.34' ( N (Y
< �\ �� h -�\ `-� �# _PT 25' R LIGHT TRUCK PAVEMENT SECTION ( r
N 16 / .a l_ 5, SEE SHFE1 12/12 W I
-- L` - 14'15'11" F-
/ 100' R 25 R R = 102.00
L - 25.37 I vI V /
S. �/�/ _ _���8`; I �N
/IV
IMI ? .,. �J. I v~i
\�` '�• 0^ �- _ �¢ e Nr0 SI7�OM�NTS 0 18� MATCH DARTMOUTH"STREET"SECTION, }-
`, �R?A ,
---7" PCC, 2" 3/4"-0 CR, 4 2"-0" CR, & 9" COMPACTED j Q a 0 t -
�,�` '_�' ,V/O/ SUBGRADE WITH FILTER FABRIC ,., -
-` 1 REMOVE 2" X 6" HEADERBOARD, �
r, R -,
EXTEND CATCH BASIN LATERALS,
\
op STA. 20+34.64 DARTMOUTH �- o / & BEGIN ON-SITE IMPROVEMENTS
10SED �0 ``fA. 0+00 DRIVEWAY 'B' ` L/` s�_____� 20
o'er f�` 4D 1�1' C I LIMIT OF 72nd AVENUE IMPROVEMENTS
fcjj
`,
_ LIMIT OF I$ RTMOUTH STREET IMPROVEMENTS
r.n�1�TCf3 LiJ
SEP 2 2 1993
PROJECT C•UP -TIGARD
, I SW ! ' ' f M0117H �aTF.EET N0. --2 1 7f____(5_0_4
OF 1
TYPE CONST. PLANS
No N oil
' IF THIS DOCUMENT IS LESS ili 11rlill 111 111 Ili Ill 111 1111111 111 1 1111 -ITr III III 111'1 11111111 IIIrTII 111111 11111I11111111 IIIIIII 111II�I II 111 I III IIIIIII III Ifl 11111I�1 ' + +•
i T��'� II . .., . .
! ( I ff 1
LEGIBLE THAN THIS NOTATION,
1 2 4 5 6 7 8� I _ 11 12 APRIL 23 1994
L� - -�.. ___-T --�- - -� - -- -- ...._ - --
'�" T'I' IS DUE TO 'I'IIE QUALITY OF N".�e �,`.�_.._
THE ORIGINAL DOCUMENT. T -Flitilil
T T-
E Fill,
7 Z ��6Z E�Z � �ZZ T��Z OZ 8�I 9I �LT 9Flillill
9[ 61I ET ZI iT I I I 8 �9 I L 9 4 �l� «11I IIIIF., llllll►l 3, 111 IIIIIIIIIIIIIIIIIII IIIIIIIII III1�1III IIIIIIIII IIII IIIIII!II 1111 111111111111►1111►111 1►17111111 lllllllll 1111111 llll►Ill►�ll►llllll llll 1111.1111- ��lillllll,�Illl�ilLl�ll►1!1111 IIII►NII�
CATCH BASIN CLEANOUT_ I r
RIM 197.9 RIM 198.35
I --194 --7:=
SDMH
RIM 195 OF,
\ 197.0 ` - S. V'/. �C
- R ST. �� �
cn
t2SDMH �.
RIM 1 6 {� %
ce s
RIM 19 195.87 139.83 � 197.8 � _
1 -
\ 199.7 r
i X2NING
00.0 BY 195.87 ? I 0.
I
/ z
PAD
Lo
195.97 195.6 200.o CONC;. PAD CB I
/ 200.0 RAMP r RIM 195._
100.0 I 0% 99.6 200.0 `'
/ Y3 1 461
• 203.5
A,p,n FOODS
- PAD ' 204.0 I
/ 193.8 IMA 998 35 CU B F O O D S I NOUT } 3 o I �° CQNC. RI r I I
w'� / � °° O(� o I ` ,G.py PD o RIM 20374-
CLEANOUT
03.4 I
CLEANOUT - ti-rot ��
a % 7 9 ) 4 5 ID 1_ F #
RIM 19 .15 _P0 �--_J a o�' � - �
r 1200.4 REI I L C
� ti
'
4$-4, p0 0 _ X204.
\ FF - 200 . �J \ \ 1 2 VEWF/C-ApF�,iK204.
\ AKeA w/�acN 1`i 6cr's CB 38 ) 42 F . I , < a a
RIM 192.0 )) )) _ I I m
S�FIMF192:3 _ RETAI �� B EF 2\0 8 . 0 I W
194.1 \ _ _
,Olt gA ' a
�� .cit ,ti 25 ) 416 S. F . v z � x
O o _ , w Q
ao ` uj
FF - 204 . 1 ' aa.. o_ a
O O
\ \ N 04 \ 1 �
I II II II i I W a w 8
LL. LL_ ` > l s � s
LJ w
cm v,
\ 1� Ii \ I Q M O N
U Lr
•e• � � I I I I
1 195.42 �Sb - ON �`O 1 at 199
QMH \ , �� - ��' �0' �� 1 1�• �Trn �,p ,1q �j \ - rn M
I \ O q 1' 0 9 ' 0 7 �f 9 207.32 _. •-
�g 4.48 h 196.241q�', �.5 ) T� -- a _ 207.7 208.2 s _ Z
I \ 14 °� 1918.2 20240 Z03� _-x203.54 204.� ` �.�-t.� ,i I I s < < W p
Q
� I 198.0' 9.41 �'� `J `'p 206.7 ' , I ' I o o n cr x
\ o� 19 c M asp \\207.22 207.73 208.1 ) M 0
\ I - II
\ S MH S I U V S
IY g 3
�
PIM 20C)..'5a I W �
I I I N II
(1 I I Y [17
/ \ m
� Q Z y
SDMH 1 7
I Q �., Ki
�
f �
RIM 200. ' � I I � � w Q g
1 1 t i
J SDMH _ _ DMH
' I IM 198.8 1
�o RIM 192.
1 I
1q1� 193.48 12 SD
`9 �j 199.0 O� O Z
�/ �� i i ,� �• e�' ' ti° N s�
191.13 5 I
l 1g� x1928 �o �' ! �� �i� �rj 199.2 .._♦199.64 200.80 204. 4 N� ti� N� \ I 1 I z p
1..•48 199.58 / ag �O<01 203.84 204.78 -"210
RIM 19 0 191.39 �r ',� .y ) ^� 'o h� � � � � y'S .18 \
/ �ti 8 �° > S. W. CLINTONST.
OUTLET `� IM 200.6 ti° ,��' �o, ,y °' lrP
. IE 171:0 \ 19Q• �� / C
J
Z4 -92
i
^^ k i M 188.2
5 c•
'910 ,� t� ? 215.7
„ ,� ,o „ vv I ALL SPOT GRADES SHOWN ARE
-172.5 !B9\ j rj ?i �aD�4 + �1 ^°��O- ^�°�� Ly w� �L�' o ry y `V� M� ,�9, `)�ry0 ,k y �! �/
1 0 -1 I a� �' o C ANC?UTo �� e h ti ,�. a ASHPALT ELEVATIONS. ADJACENT
17 191. 1q 205 2 ,3�e ti TOP OF CURB ELEVATIONS ARE
SD MI -- ` ti ( I 0.5' HIGHER
-.. - - -- - - - - _---- I
189.34 B 204. 0 I \
RIM 2 5.75
1 173.5 OUfi__ LET , �,c - t I Q
IE 170.5
1 ��4 RIM 187.20 \ �s Qr\ �� 1r �9>> ,v LEA UT
/ \. 00 2 5.38 -� ��- ---- - ��`w~ \ � v )
9p \ `{s STOR _DRAIN S Fl1H - -, 0
189.3 !`p \ I \\ 0 W
J 'G i-`� ems\ cb SS `9S \ \ " ,< r-�
187.7 f0 1s \. RIM 5.0 �J 0 C�
O
1
Tt
193.7 1 _ 'o , (n <
93c \\ 0 a F`
I `__ _ ti cr)
Nep
�� --�" -- �A• � I - r1 GE of EXIST, � `�
0
/ ��11�
1930.2 r�
SPECIAL PROVISIONS
"SPECIAL PROFESSIONAL INSPECTIONS REQUIRED BY UBC SECTION
7014 AND AS RECOMMENDED BY THE SOILS ENGINEER SHALL BE
PERFORMED. REPORTS OF THESE INSPECTIONS SHALL BE PPOVIDED
TO THE BUILDING OFFICIAL. ANY CHANGES TO THE PLANS,
INCLUDING ADDITIONAL DRAINAGE AND DEWATERING MEASURES,
SHALL BE REPORTED AND SUBMITTED TO THE BUILDING OFFICIAL
FOR APPROVAL." 1
ELEVATION BASED ON WASHINGTON COUNTY BENCH MARK ;f/ 315
"SPECIAL CONSIDERATION SHALL BE GIVEN 10 THE USE OF NATIVE MARKED; CAN SOT 1935 1970 ELEV. = 174.698 _-
MATERIALS FOR STRUCTURAL FILL, INCLUDING SIGNIFICANT DRYING - DESCRIPTION:
PERIODS BETWEEN LIFTS, CONSTRUCTION DELAY BETWEEN �7
PLACEMENT OF FILL AND FOOTING/SLAB PLACEMENT, AND OTHER BRASS CAP SET IN 12 INCH SQUARE CONCRETE POST AT THE
RECOMMENDATIONS MADE BY THE SOILS ENGINEER." SOUTHWEST CORNER OF THE INTERSECTION OF SX 72nd AVENUE
"EROSION CONTROL OF THE FACES OF THE CUT AND FILL SLOPES AND S,W. VILLA RIDGE WAY (OLD 99W) 011 WEST EDGE OF \ �Q
SHALL BE PROVIDED PURSUANT TO UBC SECTION 7013. ALL EROSION PAVEMENT RADIUS,
CONTROL SHALL BE IN PLACE PRIOR TO THE OCCUPANCY OF ANY --
STRUCTURE ON THE SITE." 27 FEET SOUTH OF CENTFR-INE OF VILLA RIDGE WAY -
29 FEET WEST OF CENTERLINE OF 72nd AVFIIUF _ -v
"FINAL REPORTS AND 'NOTIFICATION OF COMPLETION' SHALL BE 4 FEET EAST OF PGE POLE # 6968 '1975"
PROVIDED 70 THE BUILDING OFFICIAL PURSUANT TO UBC SECTION �Q I
�l --
7015."
i�
SH DARIMOUTH STPEET
4 �� 12 - SEP2 2 1993 PROJECT CUB-TIGARD
- - -
' - 2 1 1 - 0 0 4
F`'PE CONST. PLANS
THIS DOCUMENTIS LESS rlI 111111 III III III III •I I III III III 111 lit TTr r(, rll 111'111 11 1111 III III TIT II I I I I I I I I I I I I I I I I I I I I i I 1111!!1 I I 1 I I I
I I I I I I I I I I I f l l � � � � � � � IIII � '
� I I I I I I I I I to 11 � i� APRIL �_��
!
IT IS
THAN '1'1115 NOTA'I'ION, Lr---_�1_____- "' -_-__� �L 6 • !J_-_----5- -- 1994 1
DUE TO THE QUALITY OI � No 36 elt --•
THE ORIGINAL DOCUMENT. - T-
S�ii
9Z LZ 8Z til
�6Z BZ ZZiZ OZ 811 9l LI i�9i 411 FT ET Zi I i�I I Oi I 8 I L 9 I l' �JIIII
►� I IIII III III 11111111111II 1111111 11 IIII IIII II�IIII11 !III I�►i�l l �llll 11 IIII II�I�I�IIII�11 �1-II�I�11�IIll'III���I�II ►��1►llllillllll 1111111 ull�llll lllllllll IIIWI�I111 1I1ll lLIIIA 1111�N11
,
CATCH BA51N
%
STORM TEE STA. 0+00 STA. 0+10.5,
STA. 10+37.07F'.lM 197.9
` CLEANOUT �S)
IE 193.78 I STA. 100+40.07 IE ;N 195.98
POLLUTION CON L MANHOLE , w RIM 196.35 IE IN IE IN195,0795-55 )
STA. 6+96.38 'A' -- - "-r r s' IF OUT 19F.c, ,dao"
.�_
RIM 195.05
IE IN 188.6 ,.- - ___. -- _ BAY x
IF OUT 188.40 IE=189.38 "OUT 7+80.84 A' - -T` �- / ►r r• L L)R S T.
_� �•
12"SD
" ED1S 85 - PLUG ap � T---, I / Sri
HAND PACE 4 X 4' X 12" DEEP COBBLE 12 SD 268,5 LF 12"SDP MH_9+64.86 'A' C
W- -_- STUB-PLUG o
RIP-RAP w,,/E" •-- 12" COBBLES - SL=0,0097 ". RIM 197.3 cn " ! B`�SDP
C8 -- 12 SDP l �_ --_ --_ .-1 N '� ."�ED 25.q
_ ( ) 50' LF EA.t OUY -� W
• RIM 19t. FU TU --r---�� IF IN 191.4 S & E � �' J `L e
4) !E UUT 191.20 10 LF" T- t1_ zz
C HAND PLACE 0 ELEV 175.01 5' X 5' X 12" J IF IN 19 .1 SL=0.122 0 SL�0.02 _ STA. +59 ,a_ ?� lv -" q
�� RIM 199,60
DEEP COBBLE RIP-RAP w/6' - 12" COBBLES �' U' ,
IF OUT 193.0 RETAINING WALL
I 39 LF 2" SDP BY oTNERs I � l�� IE 196.06 (THRU) j�D q1>�-PLUG z
3 HAND PLACE 5' X 5' `% 12" DEEP COBBLE 31 - 8' SDP
„ I 0.09 2 4 -- - _--- 15 LF O SL-0.01
RIP-RAP AT ;HE OUTLET OF THE 30 CAP
w/6" - 12" COBBLES ----- �iiNc +i; CONC. _- - \PIPE PLUG N o s�, __
4 IE 195.7 O CND OF J 5 m
_ ua TEE
12" SDP 50 � �0.01
- {- RAMr 3 r' 197.0 STORM DRAW STUB--P1.1�G'-- __ �
�p ADE BdEA GR eR�7tlS p 6'
(\� CATCH BASIN RIMS TO BE SET BY OR AT / 28 LF r IE 201.0 _ o \ 0
THE DIRECTION OF THE BUILDING CONTRAC70R 7 � 8" SDP 8 SDP � � ( IE 197.0 O END \ -_ 4 \ I v o�
IE 193.4 0 END OF PIPE - PLUG 86 LF SL=0.01 \ o $ OF PIPE - PLUG � UQSTUBZPWG \
/ SL=0.01 IE 193.96 ® END \CB_FUTURE o o, CO - 174 LF SL-0.0230 - 231.0
OF PIPE - PLUG RIM 195.5 u0 �; 10 P D 6".1L
_ b1 /
FOODS
IF IN 193.1 b
S A5 CLEANOUT4.89 CUB IF OUT 193.0 i ,� �' 3, ':�)NC CB 12+20.64 'A' I
54 LF IE 196.0 • \L' cp. AD RIM 203.4 FUTURE
0
RIM 198.35 _ SL-G.C�2U ,'•, �o o C) IF IN 2.00.5
N n e. " coroc_ IE OUT 199.98`�� 45: �� � 2.5- RETAILC�
� J IE 201.11 O I I
STORM TEE_ n �1 • -IE 198. CONTI UE O SL-0 1U5- �� END OF PIPE - PLUG -
r STA. 5 TEE 0 LJ 106
IF 186.59 0 STORM CLEANO_UTJ O 197.2 89 38 427 S . I r
CB o STA. 1+13,33 O END OF 29 -- -- 73, I m '
RIM 192.3 rn RIM 199.15 PIPE-PLUG- • RE
t I _
J , -IE=196.6 I >>
IF OUT 189. N SDMH 4+87.53 A R
37.3 LF RIM 192.3 IE 191 04 -/ 1 B FF --- 2 O
IF IN 186.1 IE 196.7 . 00
8" SDP L--�� _ IF OUT 185.88 O END OF PIPE - PLUG
SL=0.0646 - ( - - 13' S �� 6 �' F v
N_8 o z
0 0 `,n' r�! W I C5 z
r C`J N --.sn, z I a s
vi II II 30 LF W
N LL Li 6" SDP 1 F' �1
U. L� SL-0.02 I w
o�y 4" UNDERDRAINS (T(P.) `n I Q
UD STUB, SEE BUILDING I LAID O SL-0.005 I ''� "'
" 'PLANS IE 198,00 I I
10'
IE 200.2 I z I 2 co N
UD OU - - - 5. O END OF PIPE - PLUG 4 UD-STUB - PLUG2. (� n
-- 1.5' IE 197.071
r _ 1 UD TEE - 5 O
\ ,D I \ IEo199.5' - -� -
"� N
I
8"UD 460 LF SL�0.035
I
I 1 UO TEE IE 177.68 AL1 _195 LF SL-0.0251
182 LF 0 0275
III I \ -- UD TEE -UL TEE g"C G 1199 9
8„UD -- SL-
' r--•--- N N N
- - IE-190.11 IE-190.94 UD CROSS UD_ TEE UD TEE
I
/�� (✓ l - IE 195.0 IE 18.87 1E 200.0 �w
o Ly
RIM 198.0 1 v' 3
II o IE IN 193.5 _
IE OUT 194.0 �O ' I Q QI wl '") •gl w
5
o s >- rI m oI ca
J J m o 3
M O
C SDMH 4+48.90 'B' I W _j o
SDMH 2+38.54 'A'= g11-F-----
u, STA. 0+00 '8' \ `" N ' 200.9 t�i . w X w x U
n1 \ J o IN 194,67 (S, SE & E) I o 0 Cr a. N
/ i I kIM 102.E SDMH 2+82.83 'B' o IE OUT 194.47
IF IN 183.' (N, W & E) `� II
u
IF OUT 182.93 IN IN 192.1 (N & E) \ 0000 mi
39.4 FI, - 12" 283 LF IE OUT 191.90 1 08 LF S=0.036 10"S I
18 S P 66 LF 1
S'_� .1243 SL=0.0311 12"SD j o
� SL=�'.0143� CB
ICB RIt, 203.7
C - IF iN 198.8 ? `2 z
\ Q ;;t `, ; 2 /� U_ OU TCW'8,J�6-_7
OUTLET l RIM 190.E RIM 200.6 I S. W. CLINTON ST.
- - N N IE OUT 197.1
IE 171.0 -'--- - E OUT 188.0 w
30 LF 21" CAP S I �\ LO p rn 15.5 LF
0 SL=0.004 p it 8" SDP I
/ O O
_ SL=0.157 1�
\ V) II
+(� V) i� N
o
ep I
e/ INLET_ 1 CB - N ll
I
174.5 I RIM 188.2 00
SEE INLET DTL IE OUT 184.7 J
SHEET 11/12 29.5 LF
8" SDP
SL=0.343
IE=197.01 � I
✓ ^ _ CLEANOUT-STA 6+19.5 'B'
rl171RIM 205,3
- SPM O t_,j�A -
` � - _
RI
.92
�'>S IE I 174.6 (NW & SE) / CB _�%' 1£=197.62 Sond
<, RIM 204.40 l I labrlc wrapped slotted
OUT 171.70 CB i /'"I" ilexlble OlreI Qrsl pe
- _ IE OUT 200.9 . p p
r � �_ �--�- " '`-� 10 LF �IF OUT 202.4 80 �DP ;O min. 0.576 to drain N
` 173.5 E T170.5+0-__, 1 ---,-� �_._J C.��.� 8' SDP I LQ1
\ SL=0.389
G8_ -`�- _ _ -
>> 53.5 LF --I RIM 187.20 \ CLEANOUT� �" �- / (� z
24" SDP
IF OUT 183.7 6+59.80 B STA 6+85.54''-- -_ - - DER $iii TRENCH DRAIN DETAIL J �-+-
♦ 74 LF 8" SDP f -01232 \ RIM 205.38 STORM-DRAIN STUB iE 2 �iiTGriD NOT TO SCALE 0 ` 0
SI_=0.015 _ - - '- w
�,
IF 198.0 - PLUG END x_19 0RAI`fl 3Ttt@�+ PLUG
�C\ C p w
�\ �s - o Z �
♦ \ ' `�`` ` `� \ RCB STA,M 192.93 631 26'LT DRIVE
IF IN 189.50 N �1 -
♦
IF OUT 190.00 0 2 fY
STUB OUT 12" SDP 0 2% TO ROW U' �'
0 LLiS. W o
ry U1
�A� �` "��__ �' CB STA. 0+64.- -6' Rte__-- 'tl' Q � I-
`` '````` j�,� RIM 193.02 r1 I i 1
Po ♦ IF OUT 190.00
-� 12„Sn 50 LF SL=0.01
p �, I 0
SEo o
O (r) O
7500 sal DHR1 MOUTH STREET
SEP 2 2 1993 _..__
PROJECT CUB-TIGARD
6 OF i.2
N0. 211 - 004
TYPE CONST PLANS
• l ^
IF TIITSS "DOCUMENT IS LESS �It III �111 III III III III 'I�I III III ill I i 1rT f MP fII 11T 111 1II III III 111 j 11 111 III II_i III I11 1111111 III III III 1 1111111' 1111111 i111111,11111�I:ISI III X111111
LEGIBLE THAN THIS NOTATIOIJ, 1 2 14 I 161 7 8 _ 9 1.0 11 12 APRIL r_ 1994
IT IS DUE, TO THE QUALITY OF Note
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I I
- INSTALL 71RE HYDRANT ASSEMBLY INSTALL 1" CONDUIT w,/FIRE LINES TO
CONNECT 1-1/2" IRRIGATION SERVICE 1.0 CUB / i- INSTALI POST INDICATING VALVE w/TAMPER SUPPLY POWER TO TAMPER SWITCHES
FOODS BUILDING LINE AND CAP FORs SWITCHES IN 506 UTILITY VAULT
LANDSCAPE CONNECTIONS. o m
- 2" BUILDING SERVICE
/ f `- INSTALL FIRE '-•- _ _-_•_ _ 7.
INSTALL 3-2" & 2-1" BUILDING SERVICES. PLACE INSTALL 8' MJ x 8" MJ TEE - INSTALL 8" MJ," W ►7 °1
--- HYDRANT ASSEMBLY. -��� MJ TEE �_ ' �• W. BAYLOR 5T•
METER BOXES AT PROPERTY LINE. SEE i 4- -__-- °'
LANDSCAPE PLAN FOR IRRIGATION LAYOUT. / 2" BUILDING SERVICE - $" FIRE � 5 - 2" BUILDING SERVICES I I
INSTALL 8" MJ �..'' ,� � �_.�=� � --- - _ �`
90• BEND - / �-•�
LOCATE EXISTING 12" WATER PIPE. / I 8" FIRE SERVICE LINE INSTA '� I I it 0110,
CONNECT WITH .2" x 8" MJ REDUCER / PLUG END S A L 6" MJ --` - '
-_� x 8" J TEE
REMOVE OLD 12" \ & B" DIP. I - INSTALL POST INDICATING VALVE w/TAMPS- _ I x N 4
WATER UNE � SWITCHES IN 506 UTILITY VAULT
)I is
PAD --- / 6" FIRE �. PLUGEND I W
CONC. PAD --- -- ---/ SERVICE m
-- -- PLUG END y I-ABEL THESE TWO VAULTS VERY CLEARLY4 SE
B" DIP FIRE LINE --- / TO INDICATE WHICH BUILDING THEY SERVICE. is
2 - 2" BUILDING �
�. INSTALL 8" 4
INSTALL 8" FIRE LINE DOUBLE CHECK DETECTOR SERVICES \ MJ 90• BEND - I
1 5' ASSEMBLY WITIi 5106-LA U'i1L_I FY VAULT AND CONC.
BILCO JD--3AL DOOR _� I PLUG ENDS PAD \
4.75' - DRAIN VAULT TO SAND
CUB - 01-') DS
) D CONIC.
2" BLDG SERVICE �' PAD
RIGHT OF WAY" PLUG END
INSTALL 2-8" MJ - / (� ' 15 [� . -
I90'NS BENDS ;_/ �...J I )) )
8" DIP FIRE LINE -
P E TA l._ c
E E 2 0 0 . 0 -----
GAS SERVICE � 8 ) 427 S
I 3, > >� - FIRE HYDRANT TO BE RELOCATED m
5 R F_ T A [ [ _ n Q 1 ��' w/ 72nd (AVENUE IMPROVMENTS
CON N ECTI ON AREA DETAIL RETAI f `J (� v
IN TS � �-- REMOVE EXISTING WATER LINE. 1-VWD TO � 25 ) 416
� • � • AREA DETAILSEE TIONREMOVE PRESSUk_ REDUCING VALVES AND VAULT. O aI z
REUSE FIRE HYDRANT ASSEMBLE IF EFFICIENT. 0 (D N W 0
FF
S. W. BAYLOR ST.
,J1 Z7
T 2"Sll � �n
� -
U.------ --- - -- - - - - -- ---- .-_J E,
C U B F0 ODS
N 1y , -r ._� .__� .:� . � . 1 RFTAIL C
f= _ � o 0 . 0 - -- - --- ___
38 , 427 S . F .
t 1 1
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IN
DISCHARGE - CONNECT I � Io-D --I 0
`=
♦ ♦ ♦ _` • ���`�_-� - - I ��_ �- TO UNDERDRAIN SYSTEM
r�=�v��" �"'
EXCAVATE TO -�-FULLY DEVELOP SOLID PIPE
SPRING AREA Iu I I LL
<¢ -
N
PERFORATED DRAIN PIPE
I
< - � ) __� w/END CAP - SLOPE TO DRAIN
w
x ` ` ��.� .�`� `�� �� -- --- SECTION A -,�",- r ~
�.` FILTER FABRIC ADDITIONAL FILL !1 �-
`�� (A5 REQ'D.) W w o
I 0
DRAIN GRAVEL I 0
" � SLOPE SUBGRADE t0 PIPE
.� / 12 MIN PERFORATED DRAIN PIPE U
v o0
S $D 1, FILTER FABRIC TO BE AMOCO 4545 OR EQUAL.
7, PERFORATED DRAIN PIPE TYPE TO BE CONSISTENT WI H OVERBURDEN LOADS.
p 3. DRAIN GRAVEL TO BE CLEAN WASHED GRAVEL OF UNIFORM SIZE SUCH THAT GRAVEL
O" OSC ` -�` _ FROM
SIZE I ENTERING SLIGHTLYPIPE (TYPICALLY P3/4—IPE PERFORATIONS 2AND WILL BE PRECLUDED
_ SPRING CATCI—IMEN , DETAIL
w
' 00
SEP 2 2 1993
PROJECT CUB-TIGARD
NO. 21 1
7�OU SW DAF'TMOUTH STKE? -
�i 17F' 12 T`. y CONST. PLANS
IF THISDOCUMENT IS I"h;.5�SI
t 1I II I III I III I I II II I III 1I 1I 1 I I I I I I I II iI
lllll�ii�Iti I I II I I II ilt '� APRIL. �'8 1994TI1T 6 ly � 1LEGIBLE tiTN THIS NOTATION, Z 5
I1' IS, DU? TO THE QUALITY UI _ � i ILI I — �-
'
THE ORIGINAL DOCUMENT. ( � �11
z � til
� Lll1l1I111111-1 l II IIIIIIIIIIIiI1�9111111111111t,111 111tIT11111,711, ,I11IV111tll11111 illlllllillllill.11llllll TIII 41NI11 IIIIIINI IIIIIIIII 1114IIIIIIIIIIIIIII 11�1Wllllllllllllllllillllllll1ll11l11ill11llllllllll� lllll�il Ill�lu�IIII��N���
RETAINING WALL CURVE
& TANGENT DATA
U
ALIGNMENT DATA IS FOR THE TOP I ACE OF BLOCKS. c�
THE BOTTOM OF WAIL WILL BE OFFSET APPROPRIATELY
FOR BATTERAND HEIGTH. _ S.. ` ___ _ �.
U - 6' BX1200 GEOGRID n,y
_LINE_I DIRECTION DISTANCE
- _
00 A---^ NO1'43'56'E 122,95 6' UX 400 GEOGRID 6' UX1400 GEOGRID / W �
B S57.49'12'E _ 42.69 - --- I - __ __ _ f _
C S01'43'56'W 31.43 4'8" MAX 4 1..5" BX1200 GEOGRID 5 4' MAn ^
cn -_-- _. --__._-- N28 28802,E 121.22 _6' UX1400 GEOGRID _ e" 6' LJ X4 OO GEOGRID ID 4 q 0. 2d5
/ T ---- - n S73 25 52+E 8,84 - 3-7-- 1 s z
_ '
F - -- S57NOI43 12 E 473,64 I 1� ' n
G S57.49'12'E 42.69
CON(.. Fl H 8888__ S01'43'5-6'W 31.43
I S15.59'07'W 34.41 4
® _ �� _ s7a.0o;53 E - 57,49 WALL #1 TYPICAL SECTION WALL #2 TYPICAL SECTION E
rK - S88 1b 04 E _69.30 - -
_-_L] N01'43'56'E _ 276.18 �� I
STATION 0+251 - 3+OUt STATION 6+251 - 8+751
4' U S25.26'56'E 8,94 -
- NOl•26'24'E _18.18
CURVE f RADIUS-_ �LENGTA '_TV DELTA _
1 �
46,75 48.59 59'33'08' i I 6.2' UX1400 GEOGRID
22.25 23.13 59.33'08' I - - -
I 45,00 59,03 _ _7`-•09'48' w TER VA LT
103.00 116.45 64'_16'35'
_ 6 2' 0X1400 GEOGRID
_-- - -- --- - 35.00 36,38 59'3:2'08' I _ _ 1
34.0 35.34 59'3.'08' RETAINING ' 4_5' BX1200 GEOGRID
_ 1 0+ o
_ 20,00 27.93 80100100' 6' UX1400 GEOGRID
24,00 _ 37.70 90.00'00' WALL #5 Pc• 0+33.89 I I "b"I MA^ 6.2' 0X1400 GEOGRID
CIO c --.__-__-.888.8 25.00 39,27 90'00'00' -_. - _-_
- _-- - - -- 6' UX1400 GEOGRID
20,00 9.49 _27.10'52' ' - _ - _ -
-- 20,00 9,49 27.10'S2' _= PT- o+,s.�,_ 9'4 PA MA} WALL HEIGTl r 7'4' OR MORE 4.5' 8X1200 3EOGRID s 4..
I la 10,00 - 15.71 90.00'00' °+ z
/ -- -- --
- -__ 10.00- 15.71 90'00'00' 6' UX1500 GEOG_ID 6.2' 0X1400 GEOGRID o
RETAINI - - 54" __ --- - f. 5
�j 1.4• I 4.5' BX1200 GEOGRID W
1 I I 6' U '11,00 GEOGRID 3'4" - - -- x
WALL # I z I - - - I 6.2' UX1400-("EOGRID n„
�j I I WALL #2 TYPICAL SECTION WALL #2 TYPICAL SECTION Q
` WALL HEIGHT CHART II ( STATION 5+851 - 6+251 STATIONS 0-4-00± - 0+851 0
WALL #1 WALL #5 2+20t - 3+751
STATION TOP OF WALL ELEV, BD,TOM OF WALL ELEV. STATION TUF OF WALL ELEV, BOTTOM OF WALL ELEV, 1 4+751 - 5+851 z
0+00 178,3 _ 176.3 0+00 230.7 228.7 •
\ 0+25 18110 176,3 0+12 230.7 _ _- 223.3 - M M r�
�\ 0+50 181.0 _ 176.3 0+38 230.7 223.3 -- I 04 °f
2+75 181.0 176.3 0+49.6 230.7 228,7 _ ( 7.2' UX1400 GEOGRID '� `
3+00 - In
181,0 177.0` _ _ -__- I - W u1 u� ;
I \\\\v 3+25 --- 18110 -- 178,3 - -- 10 7.2' UX1400 GEOGRI) a c a
I 3+37 181.0 179,7 - - - --- - --
o _ - -- -- -- _. I 4.5' 8X1200�EOGRID w a w gl gl
WALL #2 ( I r tt
�9 STATION TOP OF WALL ELEV. BOTTOM OF WALL ELEV, I r ora No�
s RETAINING I 7.2' U X1400 GEOGRID m z
__ __ --
f 1J X00 196,0 2' BELOW EX. GND, 15 4" MAX ;3
` -� 4.5' BX1200 GEOGRID Z o
I 0+75 195.3 2 BELOW EX, GND. WALL #4 -
\ 1+75 194,7_ ?' BELOW EX, GND,
� a 5 ¢ o
7.2' UX1400 GEUGRID 11'4" o 0 a a N N
Ln 2+00 194.0 180.0 s o°
I 2+37,67 191.3 180.0
I 3+00 191.3 - 179,3 7.2' 0X1400 GEOGRID e
444 3+so 191.3 17s.7 WALL QUANTITIES - _- - J_
-'- WALL 1 1470 S.F. 4.5' 8X1200 GEOGRID t� a
4+00 192.0 178,0 # N!S,� I
4+50 192.0 1*79.7 WALL #2 8800 S.F. I 1 7.2' UX1500 GEOGRIC_
/ 5+00 i 191.3 _ 178.7 --L _ v 1 t - ` �4'W\� 0 `% y
5+50 190.0 178.7 WALL #3 460 S.F. I �_ �� w
00 _5+75 190.0 _ 178.7 WALL #4 2600 S.F. 12�'
,•;;r... ._ 6+00 _ - 189.3 _180,7
6+25 188.7 -- 183,3 _ WALL #5 300 S.F. WALL #2 TYPICAL SECTION
�- -- 6+50 188,7 183,3
- - = -- TOTAL 136,0 S.F. o STATIONS 0+751 - 4+703:
7+00 188.0 183,3 ,
A 7+50 188.0 183.3 ( _
x190 8+00 r 188.0 _ 183.3
/ 8+50 188.0 183.3
I 8+75 --- -- _188,0 184.0
8+85 188.0 - - - 186,7 -�
00 I
- T -
00 WALL #3 I 6' U,(1400 GECGRID 6' U.- 400 GEOGRID
- - -
STATION TOP OF WALL ELEV. BOTTOM ❑F WALL ELEV. - - 1
�� I 5' 3' MAX 4.5' EIX1200 GEOGRID
_Pc� 1r�2 p • ,+n.3, _ -_-_ a'e" MAx 4,.. 8X1200 GEOGRID _
0+00 199.3 198.7 a
----
n" 0+25 _ 199.3 195.3 -� (-�--.- J PTI , o .s7 6 UX1400 GEOGRID - 5 6' UX1400_GEOGRID 3,+„
4'
0+35 199,3 194.7 0 _ _ - 1 1 --
C-- 0+75 200.0 -- 195.3 K Q
1+29.6 - - 200.0
-----------
RETAINING - .�. _ 198,7 - � -- -
o -
WALL #1 S' 1� FALL #4 / WALL #3 TYPICAL SECTION WALL #4 TYPICAL SECTION
GTATION TOP OF WALL ELEV, BOTTOM OF WALL ELEV, STATION 0+251 - 1+00t STATION 0+603: - 1+70f
--
0+00--r-- ?1�A- 215.3 I --j
0+50 ,- 220.0--- 216.0 I Q
0+75 222.0 217.3
H 0+80 222.0 218.04.0 PC
�Q 1+25 222.0 217.3 i "J'
_ 9.2' UX1400 GEOCRID O L�
- 1+50 222.0 2163
FL
2+10 - 222.0 214.7 - --- -- -- 0 '7
(� J 2+40 221.3 213.3 4.5' BX1200 GEOGRID C L _ (D
3+00 _ _ 22_0.7 212.0 �'
3+20 220.7 _ 211.3 _ I I 9.2' UX1400_G_EOGRID -_ - Z
LJ
3+94 220.0 - Y-_ 212.0 ^_- I 9 4" 4.5' BX1200 GEOGRID
4+13 216.0 214.7 I -- - I �/
9.2' UX1400 GEOGR^D s a'
v; I _ _ >�-- �C �=-
9,2' UX1400 GFOGRID r �_ 141 �.L
ry N
1190 - - I WALL #4 TYPICAL SECTION �T 3
DART j R E TA I f J I N G 'I i STATION 2+O0f - 4+00f � I 0 T
M ,_� 0
or -
-�= U y `�-5,�.� U / WALL #3 II
LL_
3' TO 6' LJX1500 GEOGRID
7'4" MAX 3' TO 6' UX1500 GEC,GRID
e" 3,14"
3' TO 6' UX1500, GEUGRID -
N �•� WALL #5 TYPICAL SECTION
STATION 0+101 0+403:
ll,
SEP 2 2 1993 �
7500 5W DAPTMOIJTFI STPEET P.
PROJECT CUB-TIGAR
9 OF 12 NO. 211 - 004_
TYPE CONST. PLANS
.. .�"* ��r, 4.�.~. •_.._..._.. ...... µ....,.-..,,_,.,...•..•.,...�,.,, _�h= ' - " II•' THIS DOCUMENTTS LESS .� ? I i I III I I I I I I I I I I l l i l l l l l I'1 I I I 1 1 I 1 � I I I I 1 1 1 I I I I I I I 111111111 I I I I I I I I I II !I f l I I I I I I I 1T f� 1 1 1 I I I I7 ( I II I I I f I I
LEGIBLE THAN [TITS NOTATION, I I I 1 I I I �, I I T' 14 I Ijl I 161' 18 i - 1� �� APRIL 23 ( 99� I
L-_- L�__ -- ---
'�' No.JE
IT IS DUi+'. TO '1`111; �UAL1'1'Y OF
THE ORIGINAI. DOCUMENT. --
S Z 8�Z LZ '119111-11111
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77
15' SANITARY SEWER EASEMENTI / _ - _ -- I
CITY OF TIGARD - ,!" -------_._-__-_ y1111
C/L S 24'5406" W 316.34 - ----
SC,,i!'.LE; 1 = 40'
f'il•er fabric material 36" wide rolls. �/ I
Use t.—les or wire rings to attach 2" by 2" by 14 ga. wire
fabric wire. abric or equiv.
610.2. W
CUB FOOD 'S ,
55 S . F .
79 4 -
i I
I
RE T:40"61100
ood posh• standar or
/ 1 ` I L
Y
Imes o equol aRsmats: -,tool I 1 - 200 . 0
�--- ----- I
NOTE: BURY BOTTOM OF FILTER MATERIAL \ \ \
38 ) 60IN S' BY 12' TRE IN SCH 1 F. '
I ( Z
Filter fabric _�___._ __ — )) )J FF- 298 . 0
Omoterlal � I \ E I ( \ ( L\% B I I ULJ
2' by 4' by 11 po 77T' Q
win fobrk or T'-a• W
equiv, 11 :L1
24 ) 6 9 0 . F . � 5
FF=200.0 --
FF — 2,04 .
I
SEDIMENT FENCE DETAILS \ ¢ \ Ld
a o
FIGURE 3-2 / I I \ r�
<T o q Q
\ Iia I j o
J \ � � 1 z � .
NI
----- _ L_� ` o
-- - — - 0
25 ,WETLAND MITIGATION LINE --T — 1 � �' � X
Lai:7 O O X Q I1
LU
i )----- SEDIMENT FENCE- V�
4
IS o
Lj
j I +11- I c� < o
\ I 75 X w C�
l ) j 25' WE�L.AND MITIGATION LINE
I I
1 1.
+ ETLAND L
r
\ � i
rla�W4 OCCUP IN' _ \ Com= --
I / I \\PREAS UNTJC" 1N> R€Ql�iiiEII.PERMII� ARE
\ C --_-_-� \ f
_ I OBT i70M THE DIVISION OF SrA S. �
�' S. W. C�.I INTON W. 172
I I ST.
j 1
:DENINGd AVE. _
` 1
i
I
' C:5 Q
TEMPQF'ARY GRAVEL I (_
l♦ ' ,`� �-� I 1 J I CONS1IRUCTi'ON ENTI ANC i
ct 0
� Z
WATER QUALITY POND �^------� �_.__.�' �i I 1 'TEMPORARY GRAVEL CONSTRUCTION M z Q
---- _ ' IENTRANCE TO BE FXPA�tIZED IF
REQUIRED FOR S.W. 72nd , O
' AVENUE WIDENING O W
L O
Uj
' - — GRADE INTERIM INTERCEPTOR SW LE EDER I -
e � DETAIL T TIS SHEET. CONFORM 0 E�(ISTIN S OPE. w W LI-
I j W
Swale ur Ditch �. ) � n
I
EROSION CONTROL NOTES 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE � r � F
APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE V ! C�
'•�'• THEIR CONTINUED FUNCTIONING.
1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION Q
CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL
Baled Hay or Straw .� ` 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
12' on Center , S, `/I/ D t` 1 GUIDANCE HANDBOOK (ECRB) DATED JANUARY 1991. THE MINIMUM O
6irr, EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE AS FOLLOWS: MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS O
�� FOLLOWING A STORM EVENT.
Ov r ` 2. APPROVftL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES
k'Or: s NOTES: �' NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE 6, AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
e Embed Bales 4 to 6 inches In ground i DESIGN ( E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
• Drive Stakes Minimurn of 12" into
CHANNELS RETENTION FACILITIES UTILITIES ETC.) CONVEYANCE IINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERA I;?N SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
Ground Surface. - Paye Pease Pott 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, THE DOWNSTREAM SYSTEM.
PLAN E�rou^9f"ed `—��o'Mln, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
Of FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 9. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT
2-2"x2"x3' Pegs Each Bale v .� y EXIST. GROUND CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/ THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION
Radius = 25' min. ��1C; � Y' LANDSCAPING IS ESTABLISHED. OF THE PRUJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE nr�r11�1G1�
t*`4 '. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
Clean Pit Run or 2"- Minus Gravel �I l� +H" Min Gravel(12" Min. Depth) PROJECT.
Runoff Water with ^' 4. THE ESC FACILITIES SHOWN ON THIS P'_AN MUST BE CONSTRUCTED IN SEP2
^ Geotexde Reinforced l.f �Y. , _._} CONJUNCTION WITH ALL CLEARING ANO GRADING ACTIVITIES, AND IN 2 1993
8"Min � Sediment r
Geotextile, os Required i - Provide Full Wldfh of V,
4 Depth
Ingress/Egress area. --- l SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED
Mrs Meeh with Q. MIN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION
Overlap edges Sediment' F it+eyed Filter Fabric -� IS REESTABLISHED,
SECTION Water on Top APPLICABLE WATER STANDARDS.
. 20' Min. for Single Family and Duplex Residential
Straw Bale Sediment Barriers THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPID'_Y
in Ditches or Swales REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE AS POSSIBLE. ^
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS w O ` V
STRAW BALD SEDIMENT BARRIER TEMPORARY GRAVEL CONSTRUCTION ENTRANCE GRAVEL do WIRE MESH INLET BARRIER INTERCEPTOR SWALE NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT 12. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED AS SOON r-- �—
FIGURE 3-3B FIGURE. 3-1A FIGURE 3-7C AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION.
13. HAY BALES MAY BE NEEDED TO REDUCE VELOCITY OF RUNOFF IF SHEET PROJECT CUB-TIGARD
u_I SLI fu F'IM01-IIH STREEI FLOWS BECOME CHANNELLED. ADDITIONAL LAYERS OF SEDIMDENT FENCE NO. 2 1 1 - 0 0 4
I;, nF 12 SHALL. BE CONSTRUCTED NEAR THE OUTLET OF THE THRESE AREAS. TYPE CONST. PLANS
h I I IF THIS DOCUMENT IS LESS Tllflll IIIIIII IIIIIII IIIIIIIIIIillll VIII I Illrfrl { C' fllfllf VIII IIIIII!II
1111T1,1111111SII I VIII I�IIIIIII IIIIIIIIIIIIII VIII�Ij IIIIIII't�lllll IIIII�I IIIIIII IIIIIII III I APRIL `'.3 1994 ~ y !
LEGIBLE THAN TIIIS NOTATION, L Ih � ` ZI II 14� I— I �L—�I I ..,._._____ �1---.--81___.� " ' I - 101111111111
LEGIBLE ��
IT IS DUE TO THE QUALITY OF � L Note I!'J �sA4F
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f
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[TAItCA"D GST IRON---FAANZ t COVERrAl[RTIMiT ►I►t P�Ji I C ,a pAt(bxMrtISSNE STRf1•I.IV.rc•rtDDY
i AMAR ACTH A415 GRADE W V M
�••;.. r I.14EEN A4THA.1MGP•WS'G
14'riN ,OUKW AOJ1WVALOMCOO! ..1tAl;;f xilt a
AETH CJD'SgIMYBTRAU6T'
- �-J LCAMA FOR LICO 6ROUNG nHECAST=CAM � �••
0 'JTRJI-Y ginicTUPAW
o�•'< •..0 ------------, -'�- f.�OA05.nA TAUOt w V%UAPACT PER AASHTC 7 m
•,., iTAMUARO MANHOLE I 1 i
�-10"_yl 9-7A" !• rTu.CLCAp WATER 1NAtGR To START JPCF SrbTCIA Nc Lcs
�l M W e GMA D[ AND LON[[tACTDR TO SL1PPlY►W6TALL ALL
PIT
1 SASIPI.
_' -- v EVA i S Orly BLACK I'NATEA SHALL BE C.UIPIEC,tiv +
p. •0 ` 4' LLS " �"��"�� ' S�EPAAATt SKIS SEVACP ,R '✓1 a a,
_ �• SwTTION B-B PROMO( 1/4 ° Pa A 4 �` GREASE INTERCEPTOR
YINIYINI fX a• AROUND ' N &, I
.00 •°0U° cLtANOur 1 ` I / I=? W MCO
\a;a G!e 0
SECTION A-A f'o4i. io
�I Mu• It tuNAlw-!L Y Mao m,a r ww / ;o o o a° V
HI•e1tT rTANA4M rat[stw'•AArt O p P,f I I / I z C• 17 0
"Irdr - ----
\ tAoa+a 11VIM
..,..,,..•, 'Tile _ _ _f-'[ _. _ ., „»..IQ., . ....IW ••\�fj, �� ���"' -_ 1i,+0: 40 °D�• I tRe � o
-' ; �� I * �•\'Sl. •� Ila 'P/L: ) Do 11 j i • I I J r °J �
PIPf au W" ALLEN HEAD BOLTS / •01 p ae A J o I I �'-',
_ p
1MIY j I I 'Oq , 0 I I f13 L 1 I I J C O F.
sp1fiw u ni niu��c'ei 1 1!r i pAe PLUG TAPPED P' _- 6 0 K3RAtalYi
.41.41IM4 -.Nrt
,a <BLOVIIFF NOT sNDVN, •' °e c a Q w."
,a•MP.P.tt,.rm. --- • .. t o
SECTION 1
^PLAN w1(CA[TE ENCAxD rrt
-_ a'.•r M
UNDISTURBED
- 'C'''0- MINIMUM RE4UIREMENT - 1000 GAL.
C ....__..__ _ _
5106-LA' Vu,le :r- I' ..--. .___ _. -,�i•uur l GATE VALVE MJ AND EARTH IF'I I 1 I• uciIN
TOPSECTION U r I �~ - \VALVE IDX CUWLETE
No 61 OG TL3-712 - RETAINER
GLANDS f U41. f',' V'A:k HFNI
"�_____-,n r t2> REQUIRED
CLEANOUT FRAME & COVER CLEANOUT GREASE TRAP
-----�- +-r�t
II
r., .
MIN,THOLES PRECAST ONoFFIVAULT rtlC . I - C� �'� �� � / SPACED 12 CENTER TO CENIERFOR STEP 511ALL (lf vF RTICAL.UY
No.6106-ML I t
trot r4' 1. ;unw rr•m rs r. � I t•0iri� ----'__.__ _
1� .V4r••mrl,o m �v,., r rr 1_i L E 1' 1F MIN. 41 -ng:wftyR:[tS[! l,' fl `�r.r ii, L N(7TF MANHOLE STEPS MUST BE TIGHT AND fIRMLT
- 1 l ._1 1___..___ .L.__L.wnA, 6a�xtL a OETA1 A TV FORWITHS"ANOING PULLING Ol1T
EMDECIDED THEYITHS MUST ALSO MEET THE AST
ELEVATION FLAP r4V1t•U4 EARRTHTtIIHED
BASE \ FIRE UNE DOUBLE CHECK DETECTOR
N°6106.9E •• - I �- Not 11' INtN• MANHOLE •1 -
•r'O• • UTILITY VAULT DR °EQUAL ---- Not CLASS D CLr'1 SS C i '. • I
SRP I
[lLCO DOOR r WALL
I•i - SITE vITH r D.0 WITHOUT F.D C. OR °EQUAL PLAN
4 676-VA S77-VA J-SAL P ,
%'�• , tri 6 -70-T--WA 676-WA J-7A� {��-'"'
7-yA JD-NAL K COLLAR BLOCK INTO TRENCH SIDES SND BOTTOM A MINIMUM Of 1'-0' luNFACE RESTORATION OVER [albs ALL M.r["IAL '
-,7�106_-LA 66 __ EY
""�•" Y 10 if106-LA 7106•LA JD-0AL A( brf ttt l[D W(A TA[NCn TO ALLOW
FOR iETn[4fwr DETAIL
.PSI C~IM..«tyre tuft
t T nn rN° - Ut 1 n11 N°. �- X11>' i_5,3"FOR PL14 TIC SAFETY STS► A
DOUBLE CHECK COLLAR THRUST BLOCK
Tu[IatinV611g11[tarDl[ttlet DETECTOR ASSENHLy _KRA ��_� 200 CUTAWAY VIEW
Q ." FOR r,ALVANIx[D S1['
0
UNOISTUR6fD ONDIVURSt0 err In .( -I N
ASSEMBLY COLLAR THRUST BLOCK EARTH \V ' I'���
5106 LA UTILITY VAULT DOUBLE CHECK DETECTORSS tDM/►t ED
S/4'-0 COUS M N1TIV'A T I
YAT[ALAI " "
cT7�jxy _ G 1 I
AOCP ° I iAlllall/l•f1I/C rrC la .11-..I I I s-S_yr I
�, • i e`IIIgf7 _T7 I
-
• PLAN
./ '•. . ••
• p, '•..,..:•:'•.':, Io GlAu�a� Nrf����w � mr �r,=r1:IrI Q
VY I.Q0 Go1JAyfIl11 I
PIPE 00 '°•'"' ►I''C 00 - i��50 N MATERIALS'
1/4•-0 CRUSHED ROCK ( I Pws t' r L jr-�V '� 1EiAf•{ a GALVANIZED:
PLUS i' ° ♦ I Igo NT .{{�� ..
o :.�'• � IN �i4tJ{.YJNtG� Mt l3/4 OI Aa 13AL'IANIZEO DEFORMED REINFORCING BAR O
+• HVA REINFORCING 9Af4 CONFORMING WITH ASTM A-617 GRADE 40 Z
1117= GAI VAH!Z°0 CONFORMING WITH ASTM A-123.
11 PLASTIC.
3/4"-0 if:••(j�',1i.. }N .•.'�'�..7�.y•�F'. - =111�(f! a/�' MUST CONFORM WITH ASTM C-179.
PIPE :'•:r. �••:j a. 4 '•; Illrlll�LL� IM STEEL REINFORCING RAR MINIMUM 1/2"GRADE W.
MEETING WOUIREMENTS OF ASTM ►615 ENCAPSULATED
_- �-----
� 01
."MIN FOR►VI SMALLER THAN 16• 1 V[� WITH INJECTION MOLDED COPOLYMER POCTPROPyLENE.
lNUR 17ONI AL VOLUME Or THRUST SLDCK .J�-___ WITH SERRATED SURFACES I �I
BEARING AREA DF THRUST BLOCKS IN SO. FT. IN CU IDS cvtRIICAlu 6'MIN FOR PTI[11 IND LARDER S l
''llt�! TCC 90' BIRD ^�• 22 1/2' 11 1%4• ITTIf ' BEND At1GLE I I
BEND BEND BEND 't1E {S' 2ts'TI l.tS' W WI WI
CAST IRON CR 4 13 IA 1.0 1.0 10 4 1.1 0.4 D,z UJ
ALUMINVIA FRAME 6 2.8 4.0 22 1.1 LD 6 2.7 1.0 01 PIPE BEDDING & BACKFILL INVERTED SYPHON CATCH BASIN MANHOLE STEP o 0 0
AND COVER WIIH 'NATER" a 5.0 7.1 3.9 2.0 i.0 B 4.0 1.7 0.6
CAST iN TOP SURFACE-,,,,, PAVEMENT _
+ 10 7.9 11.1 LA 3.l l.5 40 6,0 2.3 6.9 C9 I Y
12 11.3 _ 16.0 9.7 4.4 2.2 12 B.5 SR 1.3 . - _ la1
I Q W'
2
VALVE Sol 1'-Y-- �-' l6 20.1 28.4 15.4 7.B 3.9 14 11.5 4.3 IA >1 m tV1 •Z', Lal
.� J ---�-HAND TAMP B►CKF1L1_ 61f1 O >
T s0. OPCA.Mair-�, T ] AROUND •�P SECP.ON IF IIT 20 31.1 44 2..0 12.3 -6.2 16 14.8 Sb 2.3 to CO p Z O
�1
�j'--- II-� - __• � � 3 3 w WI U
`-� r sa eo brzn prof vett I } z+ 45.2 6+.L 3..6 t7.7 e9 __ _
1!g' MINIMUM--� CAST IRON OR ALUMINUM -6" MIN 'ALLIES[Ras 01 tM PSI vATca
{- IAA YIMUM
,:LI ANANCL \ II�I`�� BOTTOM SECTION -__-»I II t2.. fAAX. PM�ws am Pu wa I[.AI1AIc -- W W Dec v
p O cr n- V1
II 1
��-Roac GUARD 1;'e' sn PLATE 11
tA;LD tD o,vE sHArr iI �- OPERATOR EXTENSION LL
i GUARD TO BE 1/2' MIN II (SEE DETAIL No 5) ' _ 1 WITH A&TL1 C-4te�
1 1/Yd 1/2'tr3/6'MT BAR SMALLER DIAMETER THAN _
VALVE BOK NOTE --
Tt41S TT►[ of rAWHOLt SNAIL L
�.•.: K USED ONLY FOR nn bili
r
E� LOCATE MANHOLE COY" of 24" OR Lill
BEND TEE VERTICAL BEND
g TITANS OVER UE06E O
FITTING ROD NSiDM[N At LEAST 12• N WIDTH
•/9'11/4't(C. SQUARE READ CAPSouwS= NOTES: SIZE SiZE
]'ra'.1/MAY TONG STEEL SIX1M[ fUgE t VALVE BOX NOT TO REST 4'-12• s6 30' I ' Q O .� z J
ON OPERATING ASSEMBLY. i` 14; STEM 1 '\ (] W
2
2) OPERATOR EXTENSION A.
-- - - " ` O Q ` •`! U
REQUIRED YMEN VALVE NUT NOTES-
15 DEEPER THAN 18 IN - ,�� I - \. Q Q �1�� gl-EES Oh1>`5 IFS
NOTES:
F-OM FINISHED GRADE. a ctxa'wUAIIIIIut !LUCKING to i[ 1
3) CENTER VALVE BOX ON P1x,eIO AGAINST uNDlstuRSCD _ _- I v t�
11 VALVE OPERATOR EXTENSION REQUIRED vMlf• AtL C `- DT)IN�• AS F•.t:OU T--�J T
VALVE NUT IS DEEPER THAN Ie' FRCiM AXIS CF nPFR. NUT. ` • , zl ALL cONL er t[ ttl K[LASS 7 \ A�
FINISHED GRADE 4) PROVIDE IR SQUARE BY 4- THICK STRADDLE BLOCK n 1 SHALL ISOLATION MATERIAL MAIN SEWER LINE '.
CONCRETE PAD OUTSIDE OF PAVED AREAS SEE DETAIL 110 PUO tnvtEN YI"E AMo a nT- i
TINGS Woof routIN6
S) VALVE BOX COVER SHALL BE A
IL IN
MINIMUM OF 4 1/2• IN LENGTH -� a wlAatrz SHALL L[ SEPT OUTLETP
AD
C I All T7 KL 1111 11 AMD STORM
AcccssDrns SANITARY
VALVE OPERATOR t'A'' "° TYPICAL VALVE SETTING- FTAu N. THRUST BLOCKING ^E,nlL "°. CAST !AOI COVER MATCH 11NIlNEO GRADE a STREET00
EXTENSION 5 ) VALVE. BOX DETNL�C-� DETAILS 2Q 6 rAA1� ria' 4----------=Z.1r' -_.- --_---
ISN blonds+ P4K I
MAX MUM El"FROM FIRST STEP TO fa' -1'-
• p[1 FR Wf IN
- 01 CASTING
I NUN SI/RTW NG � Q
GR(1UY ECCENTRIC MANHOLE TO►
STANDARD 4a" MANHOL[
VALVE OPERATOR EXTENSION VftLVE BOX & SETTING THRUST BLOCKING RISER\ PAFFORMED PLASTIC GASKET �-
�_
. -
46.
U FOP PIPE ••�+•�•••••�� A 4' 1' W
t4"
OR
cO�TEo
a' A- WATYP JUIWAICE W
r OO" _ -�.• CwIMNCD ROCK - CLCV 4 9
7
MOR net - - - - R , ,\ '".1 ---
e LARGER 'I'!',
2,' DR L _ 1" 1" 1 � _
+ 1'/FT r:.'i UNINSTURKD EARTH I_ _ -
Q'MAx UDR[GING F61t / /'�
1 / /1 v 1
�-I'F41N
if J I �_
r
[ET IN Fall" r1 J
CONCRETE t O
-iNEHI[ DROP -�� •; o • o --- 1110111. NOTES 21' LAP
IAARIMUtI E'O' ", �• a Pp IV° 1 USE SIWIMAN TM[ oNlt IN NOW TRAFFIC AREAS < -Y�
• X, �+-�f_� 12 LATER COMPACTED 2 COpVVEEA 6 FRAME SMALL K WAV CAST IRON ASTM A-44 CLASS 30 O +-
VIPIICAL DI[TANG[,• -------Y K----- fN1of UATEAIALiS/4-01 7 COVER 6rRAMI TO g[ MACHNCD TO A TIVA! aUR1M0 AI.L AROUND I (•'LCV 1'fl It -
_ -- - INVERT TO INVERT 4 N[ITCM 110 FOR LIFTIM NO°° 1 • Q
MACHINED u 1 =t; (Y 1
'Ai'.�' .�- GoNC f E'T"E' PAD O l 1 1
wlbN'11't r.1E11HINF'CKta-1"IEhTT _�
FOLLOWER GLAND STANDARD MANHOLE MANHOLE FRAME & COVER T [�
y
/a. it •• �
UI
to is' m w I �;
'ND OUTTER s Prey 112 Rallat Noloa �- Too ed) t stiffener (if " Q W
r J AND.'uTT[R i -- f 1/2" dials. Angle
id 2"K�x I Nil I-
.--[[PAMiION JOINT
.'_.. A l A engle wldad Coco cap anOr-
'•i.5••;., O ,� ' `- corrugations.
\ - -
STANDARD C11E.LN1--' f-- fenced Perpendltular to � VICn
THRUST BLC[:K S' I MANIQE TO CON[OAY W17N
SCC DETAIL [W.g00 I ASTM C 4tE 41" ►011 PIPE 24"OR LESS IUJ
W
'� 7"'\ Tap La gage corrugated 'I Q
60 FOR PIPE C7"O1 LARGER A \ A O U moral or 118" steel place. V)
-T= 4
84*-
°• e4•_ -TAPER / • I 7 •' Pressure
Itted Molle[ holes may be 1 ...
�- •:=.=r==z.K, --I O � O 0lotcuJ,lt ends of cocru- < � O
ions
n
• PLAN VIEW-STANDARD CURB 81 GUTTER % i b totcyli ora If ft ally open O
I when corrugated top le Ve1doJ � 1�
KEEPER kiNC -�
FLOW LINE • ---. --- �. : O I ice- I to cylinder.
SECTION a KZ14'a1is I AfN yl-FALL.-_ ry; TDP DFtOR6 - I �-
K...-- d•3, MIN. I Cylinder 1s )4- Base corru-
I S / - 4S/[" WATER�SSUR��•��_Q - pIAR ` sated Metal pipe of fabricated
SIDEVAIKI �_..- s11PMANIIDUUj / -7 `-'-"- 1 1.0 t?• �•"r'• A[a1Jo from 1/8" otael place.
RF 1.AID. I 4„ ��p �I I�_- Tackvelrl I _-__-___'•i _
�A:-._
DRAIN RDCK PACKET . 4 / 1 all around .�
Y MIN- r {,-!4„- ° •4'-j YI►E PRFrf,a Y[D PI.AST�C GASKET .4 Notes�_tl1Es"�N CF SPIL_I_W i"� '- ..`
4 C.U. F I MIN -_ SEI nrTA-, ft. 100 I 4 4 C 0-- /
Nous
i
S\6. 1A1 Oita< Tom'- 1 i
l ECt DETAI Pf 1 .. C r_ .. \� p U
,,. ,...111 SECTION A-A �,X - fE. -/ 1� rh. r Under .n.t b. t1r,a1
` tE 907 - L `i QIP QA9 -,7 pj1: ITL'CP AS'=C c _ L_='� VJ'�'^ P-.3._. �� risfastoned to the to of the
riser.
•_ - 16 r 12" a are[ >'?'s:" ��
(-- -
PRECAST MI ;'A� Oh; AS �O�;,O'NS D 2) Support bars are vsld6d to
j 1' PAv[NRNT SLOPE ' I RAS( HEIGHT " Nur (typical) ,?, Support gar Sjz, the top of thA T1ser or
fI6 Rebar rdnlmuRl aeuehRri by straps bolted
to top of [Saar.
oRAvtL co«6rA(icTt N�'�' {_ty PASS•I�IEt lo'I S011pt=E 51EVE +0 R756N I
� e PIERAELCCK ••'•;sA " SECTION A-A ISONCTRI_' F1MIw1.1'C:Fi
\ SECTION B-B 6 6 bNILF IN WILD t• PASS1Na �.�IJPIRE SIEVE IC (,
SEP2 2 1993 W
o
r CONCENTRIC TRASH RACK "'
- ------ r ---- - DETAIL No FRE HYDRANT -11L1n1` It° WEIR SECTION FOR EMERGEN.,,Y
lI M•J. HOLDING SP[IOL )( 90 C pN DEAD END ' THEE 1 2
-- CATCH BASIN PAVEMENT TAPER PRECAST CONCRETE MANHOLE BASE OVERFLOW SPILLWAY & ANTI-VORTEX DEVICE PROJECT CUB-TiC•ARD
NO. 21 1 - 004
MJ HOLDING SPOOL FIRE HYDRANT ASSEMBLY - f
TYPE CONST. PLANS
• TAI rlHrI H01 I I I I S iPEET
t
- I I II i 1 1 1 1 1 1 L rjr fir► 1 { I 1 � 1 1 � 1 1 j i i � I I � I S I I � I I S I I � I .,,"-'t••',^fN•A,Wa4cs .
' f If THIS DOCUMENT I5 LESS A Tff I f I I I' II I I I "I I I I I I I I I I I I 1 1 f l i 1 1 1 1 1 1 1 1 1 1 I T I I I I I I I I I I I I I I I I I III !II'i I l l l l l l l l l l l l l l l l I" ~
r L f I I I I III III I I APRIL 20 1994
_ I 1 I �'Z 13 4 5� I I9�' I 11� ( 1ZJ
I LEGIBLE THAN '1'II1S NOTATION,
11' 1 ; DUE TO THE QUALITY OF �--"-----_��-
NO.36
- -- -- -J--",
THE ORIGINAL DOCUML:N1'. TTTT���� - -- ----------
8
�£ ItlIZ 18L LZ 8Z SII ►Z 11£L Z TL Z 811 HT LT 8I 4I 6Ii £i T
kil'�III !III VIII III IIIIIIIII IIIIIIIII IIIIIIIIIIIII IIIii IIIIIIIII IIIIIIIII IIIilllll IIIIIIIII I111I11111111I11111111111111111111111111111 1111I11N 1111111.8 illllllil 11111111I11N IlllllillWliLlll 111 Illi 1 Ii illi 'IlLllll�IlIIINII
END CONCKETF PAVING -� __ TRAVERSE JOINT (TYP.) —
A A STA 3+07.25 LOOP "A" -� --� -_____
4 +00
LrLow ++_ - _ -� Gln_
I I I 1 _ L _� T �� U
I 1 -
INLET ------�-� E-�-- --- OUTLET -- 77
LOOP "A" CENTERLINE -- - — - _ Z 'r��-_ _ CD �' A
ALIGNMENT 0I
\
PLAN PARTITION 70 BE FASTENED
�� P.C.C. DRIVEWA � ':-)TA. 0+45 TO 3+00 +
10 MANHOLE WALL AT CORNERS \- N n;/ _
'00,1
AND 2' O.C. ALONG SIDES. TYPICAL SABS ARE TO BE. 14' x 10'.
BRACKETS YIN. EACH SIDE. SEE THIS SHEET FOR JOINT AND TRANSITION SLAB DETAILS. �Xj � � m�
w17
H I/2' STAIN-ESS STEEL r�
CONCRETE ANCHOYS. INSTALL �\ i ` 00
PRIOR TO MANHLE CONE. iii��� Ev
INSTALLATION PARTITION TO I
It BE HIGH DEw I TY POLVETHELENE• V/ LONGITUDINAL JOINT /
G I/Z• THICK, ASTM D1248-78.
GALVANIZED CHAIN, 2001 STEP .I
rI 4
CAPAC I Tl'. LACK MIEN S •r -\ 6 O
PLATE IS DOWN. 12•
P.C.C. PAVEMENT
s7o,
I' MIN. INSPECTION -- ' �`� , ,/ \ 20 -__ BEGIN PCC0 20 STA 0+45 LOOP "A" I
HOLE IN PAAT17ION E—� REMOVEABLE 1/2' HDPE \` — a
- -
' z •' DROP (LATE $CHAIN TO
SCALE IN FEET
i t=7 1 I MANHOLL AT ACCESS). I -1 r n I i �� f WNIa1 - 7lIf4F�l.6'� R�i�VlNar A f ISG' FINISH �,
L ! II I I
B• MIN. � l�V,V L�, � hHAI-i� W_ NAuil f
l� RA�IrI-FD, TW-til NE '_u�,'r
amu-L W- 94f-EV vd ITN A YII TA rINE w A '%t4f, JOINTING D E TA I L
PIPE SIZE r�-°M� FLOW I.E. r� Q i1 DI T1C�1 I(a" C'E E? IfJIL�l,1f T fFl� h1NIV I
Ir MAXIMUM �1 [LEv. QiFtcTG?N cF= TRiQfi_ - -
ELOW
I.C. S
MATCH 7
I.C. OUT ' rLow
_ lJ M 1 T5 of ITN-4'r r0N
IA �. r04IF4'1r FCY- �I b4LT INC$-uPEA
" WININ /eHAiT yl;ip f1r:m. m
2 b
7 h S' MIN.
1 ��.,►:�.e•• �� Ht
u MITh OF PAYMENT FOS '
SUMP VOLUME REOU I RE.TENTS " P w:�Y AY -
SIN6LE FAMILY RESIDENTIAL S.S rf/ACRE
SECTION A_A �\ �I
MULTI FAMILY RESIDENTIAL 22.0 Cr/ACRE ` �aIIGN FINISH
CO"ACIAL/INDUSTRIAL 04,0 Cr/ACRE
I
POLLUTION CONTROL
-FILL WITH JLDINT SEALANT -_- �'._ I
MANHOLE SAW CUT MATERIAL I
1/3"-V4"-----1i - „ O 1
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• T i 10- IIIA-o" C3'(Jr�aE� PGCK
EAPERMEABLE LINING •,�. ;. �-_--, ,-_ -
,T•_P (4' CONCRETE OR ASPHALT) ••+•' � t •,••
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{ If�pM pi I�[ y TRAVEIRS E & LoO .IGITUi_)IINL�1L W
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V IIID D��RI MRa1CRMaT" BACK 4 hall MU CONTI1ACTION JOINT CONCRETE TRANSITION SLAB
(a) DRAINAGE DITCH
3 INCHES OF SOIL FILL REOUINEL' BETWEEN Z
OVE%APPING GEUGRIDS FOR PROPER
ANCHORAGE 4' SLOTTED CRAIN PIPE W/GEUIEXTILE
FABRIC WRAP
1/4"below $Urf0ce Sealant mcIterial Hoc. PoLJr A,,phcIt,
F_
/ulke�l .5, o� .�IL�1'ICX 2G oil
J 3/4"
CEOTEzTIIE WRAP A CUT T
•� � CRUSHED STONE FILTER ZONE' / t SAW _ I/�" TO 1/4' WIDE _
Q!{ I " MINUS W/LESS TWW !X r o F I L 1. /I T 5 f L
PASSING THE U.S. STANDARD 1'F1 JOIN A- ANT Q :�; .Q, '�•: •�-t�' gid:;. ,t•Q,-�.:.j '?"
s� ` W W W
NO 200 SINE L•, 4'••• I,, •••• '' t6 'prevent 2
MINIMUM WALL RADIUS :Q, A ••�1•. - ,' � • •• t � • "' Q Q Q W
e � 7/I(o" I X 7 L>� {U 71 i �+f':-�.+T1-1 CrAI..VAN I�E.D s
INSIDE CURVE -NOT LIMITED (D) SUBDRAN ( /� �YAN1 0 STEL- AiFuAF-F u4J_8 4,,EY' Ar r+`Ae�Vz GP�ID AND d/3 ,�7Op@. p
OUTSIDE CURVE - VARIES IYITIT MODUIT Ft*TS AT $' C.ENTEF� T1GHi��1�1 TO A TA(JT 447IQLITiON O^1 IN-7T'kI , r sealant CONCRETE FACING UNIT CONTACT UNIT l 1 C ION, �•' between .,E.Ulan1 and C)I �jl
SUPPLIER OR TE 3AR With TECHNOLOGIES H161+4 I P 0 ]G
FOR SPECIFICATIONS e_` �MODUTAR CONCRETE FACING UNIT GCN►JF�ED �{1FE1.`( w( /4" U BOL?> E�ACE a11L5 ,;Cwed 101111 AUC@' d/4 Concrete Q L,I I W p
AP-E is C� ALX- A-Nl,AT4E's-E FnN'Tt, • Ar T}{E _ --_-- 1 a
c'r JGYi [JF T14F i't;✓� �'1 ;t+NDAR{�i <l � e.) , : I 3 -• i._,j >_ m LCL z i
-rrtE EtJPi OF THe Ak AFT- G,?a � ASE Tib ;,+. L ,� ','d ', t ,-__..inilfal saw CUi Of m m o z v�
P 5Er IN I r>t G'F CC r' �1' L)`i NLT P , ,' I .::' I U.2 d
p ► MIN 6• COMPAL;IED CRUSHED STONE L• _.,,.I •i. ••, 'S ti'•••1�.►' :I'. •r •''A •': f- Z V
• A• PAD - GlV-�{)RNL iI ...}l: • ' , /' Z 3
•• p r OR UNREDIFORCED CONCRETE LEVELING MOpIFIE� �Zr '� 7"' � �
�•IANCI� , AFr.�MBI-`f in.sertl.d . trl 3
e u T-!3 ''
I• 1 .I• a,15•foafE o o � a N
REOGAID PLACEMENT ON CIJnVES
(t) LEVELING PAD - � IJnI175 CONS 1 RUCTION JOINT SEALANT RESERVOIR
FIGURE 41 DET-1111 camcr-G''rt5 EASE
FIGURE 4.3
_ - ._ _ - -- ------- 12' •-•I
�P�• ti' s
7RIb NIAL /afiAD5 d ��Z6�
GEOGRID PLAL(_�iIC:NT WALL DETAILS CA13LE BARL31ER -�— ; � y � Z to ` 0 � DC
FINISH FLGtOit �`m v
v �•
I �1l �., 1 ,3' 1 �' rf� 5E' P•2O
'C: ASYHAL7IL LCtic_.k=E_Ti: (2 LIFTS
9" pa�,r-ESA,E• PiASE - Z' 3�4 0„ �" ?-"-0" (OpvrSPEl S 021na) — -_7 7---
FZIL:797- FA5PL, — �Vf I
c-��MPAC:1�D �111;C�R+�DE �Z'/• T ISG' AtAOc.O 4745 cF EcxII\i T'
PARKING PAVEMENT SECTION CUT CROSS SECTION IN PAD AREA
Ljj
MOGUTAR CONCRETE FACING UNIT
DRAINAGE IH_OCXOUT
^ - A gn
- Ld
WIDTH Of STREET 1' I D.►MASTICPIKE 5. 18
%:COUPLING 4AND VAPOF BAtzF1ER-'
r /-1 J
� !aR•ANUCAP FILL
V) 0
r +r.R �- - i=+.1'e..'•, - - _.�.._ . \ \!� ' ` Y r r �\\ 3 _ FILTER- F A&Pc-IL <Ai 1C�C O 454 CTE- EOLII I� E�
lam/ --� C�
T"I PE 1 fi. NUNC SOIL OR ROAD 1 Q)
I `CCW PERM$ARIE 501E EC -
�'Y"' J �.� DR,U NAGE- DITCH G11161A1/E '�1NFArC WAIE
W I '" rr vr� 9EEnc �S► uuairunoN i _
(urnollAL) / I lr
Z
LONG AXIS OF DEJDRID GAP DNIt / � 1%� ISI_,'SND DLTAiL FILL CROS' SECTION IN PAD AREA - ~ ✓
APERTURE (rF.hl'LNP!CUTAR _t / NCTgNEO '
10 WALL FACE ALIGNIAENT) TCNSAR OFOGRIDS (rrp BAr,1,FI1L MAX. LLJ
0
WAISOBS
L ----..._ - J _ of
FACE f tllto Wont
AI ICu1.4'NT (0) TEHSAR UIIIAXIAL GFOGRID MJOULAH _T�•__... ' w r C 0401V � W
COHCRETE PAP a"UDF r.OMroSIiC
FACING UN,
I �/� JOa TO 50L cO,TRAGE DA'IF'.COU43 I 1� N Q
IJOf'I"1•H I r,rl IrE II r!; I1111r IIEIGHiJ�_�Rflly(0)1 0 I`,� w
/ (VARIES) I-WAI.L FILL ZONE IIF --Y• �<"< W ' -
�� 47A,
WU IIICIGHE
_ IO DE.SI.N 11'EED3 GREATER THAN 401APH THEEMERGENCY MOUNTABLE CITaMIN CURB CB-800 OHALL DE USLD.- SVBDRAII! L CONCRETE TO HAVE A BnEAKING STRENGTH Of 3000 PSI. AFTER 71 DAIS.
I LEIFUHG PAD, 2R SLOPE IMIN 0 OPEN D
I Ln
( )) [
SEE FIG. IJt CHO OUIILf-FIEL� IOCAtE EXPANBIO!E JOINTS,
GE) RI LF.NGTII« SEE FIC. a.Jb 1 L O
- ,G A. TO 'E PNOVIDEO
rVANILS WITH WALL H1 G AT EACH POINT Of TArI;EHCY OF THE LUNG .
E) '.T AO
H COLD JOINT, _y
I - _ -`I -•� -I _y (,CEOCRID LENGTH MEASURED �tEACH
OM FRONT FACE) 11 AT EACH SIDE 0I nIlL19T RUCPINEG. ,
- __ - _ - - - -•-+ q AT EACH END OF DRIVEWAYS.
{ !) AT LOCATION$ N-CESSARY TO LIMIT SPACING TO 45 FEET,
1 MATERIAL TO BE PRE-MnLDED,ASPHALT IMPREGNATED,NON-EXTRUDING,
I` WITH A THICKNESS OF 1/2 INCH.
_LONG AVIS Or CE!)GRID --
API RtLIRE (FLFI-LIl01CI1LAR t CONTRACTION JOINT$
TO WALT. TACE A v,fl-AFNT) A. SPACING TO BE NOT MORE THAN H FEETr�^ate• 'c';�- --� u — ,y\
(b) ILIISAR DIA.XIAL CEOGRID W THE DEPTH OF THE JOINT SHALL BE AT 1-EAST IVt INCHES.
F'
Y_P14d4 C11038 SECTION 4. BASE ROCK •2•-0 ORS/4"•U , 95% COMPACTION. BASE ROCK SHALL It TO / K �/ 1
:ASE
OF STREET STRUCTURE OR A•IN DEPTH,WHICHEVER I$ GREATIR. ,
TENSAn GEOG111DI AND 1IIGIR 011IFNTATION FIGURE 47 S. ^RAINAGE BLOCKOUT • 3*DIA PLASTIC PIPE. 4" GLA�f-� C. Ar�PHAL.TjL LONCR�T� (2 LIFTS --4" CLAS C,I LT$
ASPHA [_ WWC_V- TIE (2 LIFTS ,
A. I.O. PLASTIC PIPE WITH COUPLING. 12" AL;WTAr_-.6aATF- RASE - Z !�4 •o" , Id' 2"-0" (OPC IT �IPELS I(o' #46XF_EaATF_ BASE -V 31A, -o" ,14 2'•-o' Wor SPECS M440 lJ
i 1411RE 4 O /. DRAINAGE VERTICALLY
T/I16 EACH
EXISTINGCUHB!SHALL BE CORE DRILLED ON CUNT •It:3C� 'MPALTF�U %J&v%'ADE
SAW CUT VERTICALLY IG EACH SIDE Of DRAIN B REPOUREO TO full DEPTH OF CONI. --•(�OMPALTrr� �tIE6ER+4DE �[.y 60 ('/
-1 L NSAR (A=0044IDS WALL_ CROSS SFCTION STANDARD CURB LIGHT TRUCK PAVEMENT SECTION HEAVY TRUCK PAVEMENT SECTION --�
I r ` 0 N
C3E71AITF[� w
SEF2 2 1493 r--
Y„,III 1AI DAPTMbI_ITH SIPEEf
PROJECT CUB-•11GAR
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