HomeMy WebLinkAboutWalnut Grove Subdivision GENERAL NOTES
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• D 1• DS, THFESEM PLANS AND THE(1 BO STANDARD vei 3: o
_', • :� � ' • . AD M OVEMENT DESIGNESTANDAR
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. >� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. OREGON CHAPTER APWA. O� >
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r l l ALL EROSION CONTROL. STORMANDSANITARY SEWER WORK SHALL CONFORM TO 3d��, 11")..')‘
! R UIREMENTS.f T1ON EOmft
11 ++ _T �. UNITED SEWERAGE AGENCY CONSTRUC .(s,���a QP
• 1
FEV
RY / t 2 THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL.
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� l: ''' 1 STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS INCLUDING ALL
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L;' "'' /------Ak ..� NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES.
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3. NO ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED Wy BY THE CITY, UNITED SEWERAGE AGENCY AND THE ENGINEER. I---
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/ � 4. ALL PERMITS AND LICENSES NECESSARY FOR THE PROSECUTION AND COMPLETION 0
( .---- %0°°1
�. Ill OF THE WORK SHALL BE SECURED BY THE DEVELOPER PRIOR TO COMMENCING
-" 2:)
• .�� CONSTRUCTION. DEVELOPER Tn OBTAIN PUBLIC WORKS CONSTRUCTION PERM T.
• 'C 5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR
AL__-) \\., iii) ��� ) �` INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE
W► --� 6. BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL
PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND FACIUTIES IN THE
PROJECT AREA SO THAT SAID FACILITIES MAY BE ACCURATELY LOCATED.
--1 POTHOLE ALL CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO PREVENT
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• �� GRADE AND ALIGNMENT CONFLICTS. o
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= 7. NO TREES OVER 6 DIAMETER SHALL BE CUT WITHOUT CITY PERMISSION.
8. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL /1a
dcn�' N • CONTACT CARL VIEWEG (#639-4171) TO ESTABLISH A PLACE. TIME, AND A U.
Qt DATE FOR A PRECONSTRUCTION MEETING.
PROJECT SITE �C
9. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR
24 HOURS PRIOR TO COMMENCING WORK. �'
1.-
AT 639-4171 TWENTY-FOUR ( ) Z �TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED Z• USTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT.R.O.W. R,O.W. ( W[
50 10. EXCAVATOR S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; 5
EXCAVATOR S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS W11
DURHAM ROAD 4' � CORR72 ECTED AT RS •THE PERMI PRIOR O START OF T HOLDERS EXPENSE.DAMAGE TO UTILITIES SHALL BE � �c, 4z.. 4
5.5' 17
17 5.5
11. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBUC IMPROVEMENTS,
INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION -�
PLANS AND. ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBUC 8 Z • `
c UTY. SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL
� SYSTEM OR FACT
ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE
V Ici I V1 1 I I MAP` ' ` (FORM ATTACHED).
• CURB AND 12. A SANITARY SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE
N.T.S.
GUTTER, TYP. SET OF BLUE-UNE AS-BUILTS (OF THE STORM AND SANITARY SEWER SYSTEMS)
1 IS REQUIRED TO BE PROVIDED TO THE CITY n
•
,S 1- FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS U N M
E E ® TO THE SANITARY SEWER SYSTEM. 5P•!•1 ITARY SEtE�MA.IJ H OLE5 SHAu
'yq ' _ 2� �P z
-290 � -0,:�� Be -lT s-rEr>. O a
����' ~ -• ��. .�j����.0 13. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERTY EXECUTED RELEASE p O I _
�YICTIN(; "ir,.� // +�=: � � 'o ' .° - .o'oo•o o.• �di •7 AND WAIVER DOCUMENT TO_THE CITY FOR EACH OWNERSHIP DISTURBED BY O L7 • '
• NEW ., .. !moo `! '`',�! '` `' �T\ CF DSTJRB�►10E RESAT I fl1D •61D CHAT`® N I V fA w.
.•/ �-_ `J` `/, `,`/ CAN'IKU(:IIUtV Ali 1)VI I T, /�J CYIVGIY\.G of v�J ivt�oniw� ,�� nv,. .... � 12C,..,
� J �•n O� 7 U
SATISFACTION. Z �.� Q �w
MANHOLE /�/ ��I�• / in
•
® CATCH BASIN " " THICK CONC. 14. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPPER O Z i N
3-1/2" CL. C A.C. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF 0 x 00...
IN 2 LIFTS SIDEWALK, TYP. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS. SHALL BE PROVIDED TO o O
-.► DIRECTION OF GUTTER FLOW THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE CO z >•-
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PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY =O O w = m
SD STORM DRAIN " 2" 3/4" MINUS COMPACTED SUBGRADE OR EASEMENTS. L_ o_ m a 0 in a
CRUSHED ROCK
SEWER 15. TOPOGRAPHIC SURVEY PROVIDED BY LAYNE CASWELL SURVEYORS. DATUM BASED LU
S SANITARYON CITY OF TIGARD BENCH MARK NO. 14. ( . Z Z
7"-1-1/2" MINUS � W � � L�..i
I<
CURB RAMP • CRUSHED ROCK
CONSTRUCTION NOTES W Q
• TYPICAL STREET SECTI ®N
• 1. ALL OPEN-CUTI7NG OF EXISTING STREETS TO BE PATCHED WITH A.C. COLD OR
0 0 0 ,
:.;
W WATER y: N.T.S. HOT MIX AT THE CLOSE OF EACH WORKING DAY. �'
BLOCK '�k` 2" CL. "C" A.C. (IST LIFT) I-102" CL"C" A.C. (2ND LIFT, 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE
�•r TEE WITH THRUST WITH THE CI1YS STANDARD SPECIFICATION AND. ALSO, IN ACCORDANCE WITH A
11
TO BE PLACED IN ACCORD WITH TIMING SPECIFIED IN CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE •
BEND WITH THRUST BLOCK THE PROJECT COMPLIANCE AGREEMENT) APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA.
3. ALL MAIN UNE SEWER PIPE SHALL BE 8" AND ALL SERVICE LATERALS 4". ALL
GATE VALVE SERVICES ON UNE SHALL BE INSTALLED WITH "Ts".
4. THE TERMINUS OF ALL SEWER SERVICE LATERALS SHALL BE MARKED WITH A
BLOW-OFF_ GATE VALVE _ 6" �.. FACE OF CURB 0 2" X 4" STAKE EXTENDING 18" ABOVE THE GROUNG AND PAINTED WHITE.
1 - 1/2" AUTOMATIC DRAIN • - •
- STREET WIDTH
Z
5. THE LOCATION AND/OR STATIONING OF ALL SEWER SERVICE LATERALS SHALL BE O
2 - VALVE BOXES 1 -" DRAINAGE BLOCKOUT- RECORDED AND PROVIDED TO THE ENGINEER. THE VERTICAL DISTANCE FROM •
• 4 - ' 2" - 2" IRON PIPES, CAPS & FITTINGSOP OF FINISH GRADE TO THE I.E. OF THE LATERAL SHALL BE PROVIDED TO in
/ 3" I.D.lD PLASTIC PIPE
3.
�-____ WITH COUPLING 2" RADIUS THE ENGINEER.
--- FIRE HYDRANT ASSEMBLY r' t3 RADIUS IN CNTY 1" BATTER 6. SEWER SERVICE LATERAL DEPTH SHOWN ON THE PLANS IS APPROXIMATE.
R, MI F-
1 - MJ x NJ x FL TEE 0 ) MINIMUM GRADE SHALL BE 1/4-INCH PER FOOT.
2 - 3/4" GALV. TIE RODS FIELD CUT FOR PIPE LENGTH 18' OR W CO
18" 1 \' : . - : --1- A.C. PAVING 7. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT THE TIGARD WATER DISTRICT
LESS. IF OVER USE THRUST BLOCK AND ELIMINATE • � \ APPROVAL
TIE RODS. ��' -_. -. _�- -- -- D
1 - 6" GATE VAL5-1/ FL x MJ /� • • . ' ' • 8. ALL WATER PIPE TO HAVE A MINIMUM 3G'" COVER TO FINISH STREET GRADE.
1 - WIT. w ° 5-1/4" MVO �� -, -- - mo
• • ..•. _._-��---' .�.�--,-f- .--._..,� --� �
.. N . ' • W
9. ALL WATER TEES. BENDS AND ENDS OF UNES TO BLOCKED WITH POURED-
1 - 4 N.S.T.
2 - 2-1/2" N.S.T. OUTLETS : : IN-PLACE CONCRETE.
" • VALVES TO BE FLANGE-CONNECTED TO ADJACENT TEES OR TIED BACK 0
1 • • 10. ALL LLI
CC
a-- SINGLE 3/4" WATER SERVICE - STREETLIGHT .- Ij .• • • _ WITH 3/4" THRUST RODS. l��,
° `gyp O V o O o Q 0 C• 11. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED. AND v
}--- DOUBLE WATER SERVICE lI�T MAILBOX CLUSTER O O p O , 0o p p • O e 0 POTABLE WATER TESTS APPROVED BY THE OREGON STATE HEALTH DEPARTMENT, 0
1 - 1" MULLER CORP. STOP O , _ o O PRIOR TO ANY METER HOOK-UP SERVICE. PP 1� �"-
1 - METER BRANCH SPREADER HULLER H-15362 0 MONUMENT BASE COURSE (3 RADIUS V
2 - 3/4" ANGLE STOPS w/ LOCK RING, FORD OR EQUAL (3"RADIUS IN 12. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN PARALLEL WATER AND
/ ® MONUMENT IN BOX CNTY.RO.IIC) SEINER ONES. Z
-- RIGHT-OF-WAY -' 13. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF --I
24" THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR
CURB JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.
MATERIAL NOTES
ABBREVIATIONS DETAIL 1. SEWER PIPE ZONE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK.
STANDARD CURS AND GUTTER
2 SEWER, STORM DRAIN AND WATER TRENCH BACKFlLL SHALL BE CLASS "D".
N.T.S. 3/4" MINUS COMPLETE GRANULAR BACKFILL IN STREET RIGHT-OF-WAYS.
TC TOP OF CURB CB CATCH BASIN
TP TOP OF PAVEMENT MH MANHOLE 3. STORM AND SANITARY SEWER PIPE SHALL BE CONCRETE PIPE CONFOMING TO
ASTM C14, LATEST EDITION, WITH RUBBER RING JOINTS OR PVC PIPE CONFORMING ape
PCR POINT OF CURB RETURN I.E. INVERT ELEVATION WITH ASTM D3034-78.
RP RADIUS POINT SD STORM DRAIN
BC BEGIN CURVE ESM'T EASEMENT 4. STORM DRAIN PIPE ZONE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK. SHEET
EC END CURVE C.O.T.G. CLEANOUT TO GRADE � �. .
LAT. LATERAL 5. ALL >3 WATER PIPE TO BE DUCTILE IRON CL-52. 150 PSI_ :;
PRC POINT OF REVERSE CURVE WORKING PRESSURE. _ ,., ` _ ` ii
PVM'T PAVEMENT LF. UNEAL FEET - • \ma �- ~\
S FLOWLINE �
A.C. ASPHALTIC CONCRETEL . 6. ALL 8�rft�.�..Y VALves 5s.�� >� c�s-r ►fzo^I> c�`� wd•
V.C. VERTICAL CURVE S
SANITARY SEWER OF
P.R.V.C. POINT OF REVERSE VERTICAL CURVE S= SLOPE EQUALS 7. PIPE ZONE MATERIAL FOR WATER UNES SHALL BE 3/4" MINUS CRUSHED ROCK.
V.P.I. VERTICAL POINT OF INTERSECTION T.B. THRUST BLOCK 8. ALL MATERIALS SHALL BE NEW. THE USE OF MANUFACTURERS NAMES, MODELS.
E.V.C. END VERTICAL CURVE G.V. GATE VALVE AND NUMBERS IS INTENDED TO ESTABUSH STYLE, QUALITY, APPEARANCE AND 6
USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL
CDA #91 - 921
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insIumeiIIM11mom1um1uilmue +'`}'i is i111SmS. Inulii1111riiG6111111111lltiti1111111 MI MUM NMIIMIIaI•III1lIIItrNIIIrII>rr 1I r111r111wll��rilR II IN rNNll��/r/
1111111 II
I 9 3 4 1 5 6- 7 8 9
-
•
•
m� STANDARD CURS _ VARIES TO MATCH CURS TYPE
EXPANSION JOINT AND GUTTER
A • B �� `9m°�
A ,•-, 6+ e• CLEAN-OUT FRAME o ' _
S� t. 1• - 1ViTt,"4)" & COVERASSPECIFIED -;- --`� .a oa WATER TIGHT PLUG • =I. _■._„_;_,',;, 11 �� c W� ACE FRAME •AND GRATE �- ��� '� c
,, / GROUT FRAME IN PLACE ; ! �� A\
fi� 1 ,' SEE DETAIL d
4 ;;
- NORMAL SLOPE �`� ��+ . < t
1 OF PAVEMENT I - I--to 2 SQUARE CONC. SLAB
TAPER STREET AREAS OUT OF STREET AREAS „ „j _24j --- -- -1 - o WITH 4-I/2 x 6 ANCHOR .3.._. \. _ ; •I �- I` i �� EXISTING BOLTS 3" ABOVE SLAB ��. .' `-'1 � N STANDARD CURB : GUTTER r i• s SECTION - FOR FUTURE GRADE �' AI A '• • 11.��►..11
PLAN W- °1 H f. -f
RESURFACING ' - ./ /����i�r ' ' --- -
FLOW UNE • �a �N g ,,o „ �� " /",../ ADJUSTMENTS-- • /:-•• :,/ PIPE 0-D-+ I *IN DEPTHS OVER 5', COLD JOINT OR
,. L s o 6 / ,/ •.i KNIFE JOINT
_, • INCREASE WALL �-
I FALL T.t \ 0 OF CURB 3 BA — o� 'I-- ` °"'� /• ''/ ' �` SELECT THICKNESS BY 6'!
" N0. J ��o' --r� ,, .COMPACTED B C]
- `�_ - ' • 4 BACKFILL AS SPECIFIED N
6 - SEE HOOK .��� •. . ° • /,/ Q , PLAN VIEW, • .• - ►• • f : 7 • A • : _ . , . . . - 'f• BAR DETAIL \'� °. +' , /, / CLASS A • -•
_ I II 1 II
�I •
r,�tri cm /! /-,/ BACKFILL , ,,. _ 4-0 3-O
24" 24" , t�2 . 45° BEND / 32- 3 3/4" 2'-33/4"
4
•
SECT • ' -A � WYE BRANCH �` 1
p NO. 3 ° / '/ ♦ -4• "OR 6°SERVICE TI
13 MIN / MIN_ I I BAR N /,
�, • ( /2 CLASS B / _�`T CONNECTION •PAVEMENT SLOPE /2 -,—e—N. Y./ 6' ,� �' -`• / 1- :-•:; It REQUIRED •. -
1_ • 3/4 -0 GRANULAR _ _-- .►
BACKFILL ° • / w . . _
- •
o " I PROVIDE a INSTALL -
/ // 2-0x3-6x6 6" WALL
•
3'- 6° •CONC_ PLUG WITH ' •
ye4. a. o . // • - i SLAB •' TYPICAL , - A
• OOK BAR o' /��/�; a GASKET IF END OF �
SECTION B B �- CT 10 N B-$ _
DETAIL t , o o w LINE_
z _ -:; • . •. •• - o STANDARD
J
' •-:
MOTE g FOR PLAN a' ELEVATION SEE 0 cfl "o �' . I •0 �• • •6,.. w INLAND FOUNDRY L.1 _ •
nn � MH RUNGS z
DWG. No. o-too a o-Io1. i.,1 •. o' o... .. . .s• -, PIPE D i A. U :��CATCH BASIN" o ° o, m FRAME & COVER OR EQUAL 12"QC. =
No.200
o , • o G o Q 6" No_ 202 i •, d
PAVEMENT TAPER f D -
03 I �`
ECESSED CURBINL z o - • 0 8 . NotI • ;
N.T.S. N.T.S. Z `' " •° ' .• !0" No. 206 • I 4) '. . b O —
p ° . CLEAN-OUT DETAIL _ - - .:. . :: 1 1
r �LL: '.. ..0 - a' ( N.T.S. . •
SECTION A A SECTION B-B
FACE OF FILL PIPE BASE NOTES
BACKFILL IN STREET AREAS • I. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF o 0
6" MINUS • I_ IF S/W IS AGAINST CURB, FILL ROCK TO BACK OF S/W. —.MANHOLE FRAME aCOVER 3000 PS ! IN 28 DAYS. Z °~'
RIP RAP (SHOT ROCK) AS SPECIFIED 2. EXTERIOR WALLS MAY BE POURED NEATAGAINST THE EXCAVATED
��� 2 21F SIW IS N0► AGAINST CURB, FILL ROCK 2 BACK ---� I p z o1
����4\ SLOPE. o -
.������I FROM CURD. tiQ Q. _ ' GROUT FRAME (typ)
,Es"- 12" TOP SOIL __
�' � SEEDED W/RYE GRASS �' _ 3. ALL BACKFILL AREAS SHALL BE I' IN THE MINIMUM DIMENSION re w
�z" GRADE RING AS REQ D (typ.)y -
A'�;o; lo' MIN. DETAIL _ ,� - AND COMPACTED TO 95% DENSITY. N � o -. � v °'
: s PIPE BEDDING AND BACKFILL X - o� Z� N
' •r likp\\��%`- N.T.S. 2 g • TOP RUNG 'I: PRECAST CONC. CONE (typ.) • o o
A:�. -i - •�\,� STANDARD INLET MANHOLE - m -b ':.. \
,,. 0- A�,,• \ _� _ RAM-NEK, KENTSEAL JOINT o ¢ = m
•
A
•
• MATERIAL OR EQUAL (typ.) • N.T.S. • U- C- °7 a 0 m a
��� - Z EL. R�1NGS AT ::�---PRECAST CONC. RINGS (typ-) z Z
••4. •;• - _ 12 o.c. w l.I.i
• c�$
- o . MANHOLE FRAME & COVER
o. ,o •4 BOTTOM OF I p•
a.'- . _ AS SPECIFIED
a' DRAINAGE DITCH' w •��'° ` ° ' -a Zj 2 No. 5 HOOPS m I� 3`-2 I/2" - I/4`I
STORM DRAIN PIPE •.� c '.� I/4 19 SPACES AT 2"C•C. 3 -2
. No. 5 RE-BAR N \2‘22 BAR I/2'x2"x3`-2I/2"a PRECAST CONC. TOP SLAB >' v- `EXISTING GROUND : - •o' TOP RUNG -•-� _ -- -- -- - - , -- --
q '• -A A -a' ' • 4. N• o a = 12" N� •. 3/16"
• 4 . 4• - s - - w RUNGS AT • MAX D
\- • .a. • 4 . a9 `o• - -v 0 I2"o-c. • ( ) 21/2
,\��� x 48„ I.Q _ 5" BOTTOM RUNG BOTTOM RISER = _ -1- : : :' :: :: i, : :• : .: •• :: •: s?- 3L "x2"x I/8"BAP
BOTTOM " _ - 3". r 2" MIN.,24" MAX. (typ) iv • c� I/2°x2" 2` Z
p RISER —�.,�.'. ] , �- MIN. Lt-..:4:.
MA N - 20-BAR f" 3u .._1111AX. = Q - - - _ t _eao o
-' 12 MIN. �-- - - - - fi , I
STORM DRAIN 0 U T 1-ALL D= I.lYdl�.——_ •
�:. -1fo d S-�' N N(1.9 d - - - . is is :I :: ii :i ::
NTS ,.._t.. _ _ o N . . 3/16° \ >
9 .,.. -: • - ::. .* -•. -: . -•.e. . _ •., • POUR 3000 PSI CONC.(I, ._ -- -- --- A. - -- -- ---- __ /� 3/16" 5
~"Q';0;o:.o, o '_-o•o:a o:oy;e o r -8 0 BooA, o " ; 12" COMPACTED 3/4" Mln••:. , ' - - - -- 4 m
CENTERLINE PROPERTY LINE _ t: GRAVEL OR CRUSHED \ 3'_3 /4" V) D
co z POUR 3000 PSI CONC. BASE ROCK (typ.) -1 „
�g 3/8 -3 J 3/8
SIDEWALK -
' CURB & GUTTER
SHALLOW MANHOLE DETAIL I
STANDARD MANHOLE DETAIL I 3� 313/4"3LO�NG4
I—
ro
.• P:.r .. p yi .,rev N.T.S. I i w 0
:main••e- �,�j:�i� _ N.T.S.\
. _
�,
PAY LENGTH TRENCH EXCAVATION AND BACKFILL _ IX_ 3/le \ -
' ACTUAL PIPE PAY LENGTH* CONTRACTOR SHALL NOT BACKFILL _
MAIN LINE SIZE x END OF PIPE PRIOR TO INSPECTION G 2-212"x21/2"x3/a"
6" TEE 6 SEWER PIPE` in �2'-3"LONG
t
CD C C i SCHEME I I MANHOLE NOTES -' N __,I
i MIN. SLOPE- l/8" PER FOOT INSTALL CLEANOUT(SEE PLAN ' 1 (V Q
• FOR LOCATION) OR CONNECT TO . , 1. BOTTOM PRECAST CONCRETE RING SHALL BE SET
ACTUAL PIPE PAY LENGTH "•''1 11 SLOPE SHELF I=12
EXIST. SERVICE AT PROPERTY '' INTO BASE AND LEVELED AS CONCRETE TAKES Cl
• ALL AROUND ' -
� LINE. ���►�� ITS INITIAL SET. MORTAR JOINT TO INSURE BOND. • 1 i-
.
\ C• �� Ui SCHEME 2 (DEEP MAINLINE) • �,_ 2. SET MANHOLE FRAME IN 1/2" MORTAR. - 1
MIN. SLOPE-I/8 PER FOOT • - --_
I m
• •
EXTEND PIPE BEYOND WALLOF MAIN • ;SPAY LENGTHS ARE TO PROPERTY riff3. PRECAST CONCRETE MANHOLE RISERS AND TOPS CU 3/4" • 3/4"
•
• LINE WHEN CONNECTING TO AN 4 •
TRENCH BEFORE USING FITTING EXIST. SERVICE AND TO -= 7. - SHALL CONFORM TO ASTM C478 SPECIFICATIONS. •
CLEANOUT WHEN CLEANOUT 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL I
II
PAY LENGTH TRENCH EXCAVATION AND BACKFILL* IS TO BE INSTALLED. ----- ---------]
� >� FACE UP-GRADE. �--
% / MAIN LINESIZEx •
__ _ ' SHEET
6" TEE • •:11 '•-'::-'•I 5. ALL STORM MANHOLES SHALL HAVE RINGS AND - • _
— ���� �„ SEW:::-.'- -r� I CONE SET IN 1/2" MORTAR; JOINTS SHALL BE
,• E :r _ . -. OF ,5 S. � i _ A MORTARED INSIDE AND OUT AND COATED WITH
__-. �,,,� _._ _ ._ I AN APPROVED CURING COMPOUND. 4-I/2"x 53/16 (AW)CA STUDS
•
IN .
.. . w . STANDARD INLET MANHOLE FRAME 8c GRATE
. 1 2
1 .
. .. .
�, . : • STANDARD MANHOLE PLAN ((
_s c - -- .-. r:. -.r-- -• .__. -_ w....—.--oec:.+s.u.-or. -. .__...-._• - ... __. _.. - �_ ,�.Tnr_rr-.:.c_� N.T.S.
N.T.S.
N.T.S. CDA *9I-92I
- Projwcf /55'3 SA ce . z/4, _
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1 12 3 4 1 • L 5_MU 6-- 7 8 9 1a ii�i 1
•
mmumo' R/W • O" Max. I2'-O" MIN. PC/PT • el Gj\O P'- •`�O
5' MIN, DRIVEWAY R/W LINE
A 11
5' />,,, 25 5 Q
CURB JOINT SEE NOTE 5
�� 2% - `6" 4; `t/2a 3. ,-1�.a. .p 2 /0 9 J ... 2 /o y " ac u
H ��CONTRAC710N. JOINT OPTIONAL 4. �, Tlb t_e f:_� . O. .q .•'. c�;:.O: ,. o • . IO°/O-a 1/2 MAXcrj > C
_. W
SIDEWALK / _tFj I ,. __� =���T...e:a.:'i: :a::..a:l:
U�c��t� _dl_U!= x LOCATION -.= \ .:;•4 -..
4"RC.CONCRETE a o° p 6S �d
B 2"3/4"-0"AGG.BASEROCK I II !:�. ��� o ,�
"OF 3/4"-0 B SIDEWALK EXPANSION JOINT EXPANSION JOINT STOP SIGN LOCATION ��1=:P. •
I---I 1 O p o ;;�
2 (INSTALL 4"PVC SLEEVE UNTIL 3 1
COMPACTED SUBGRAOE I
CURPN I Qpo,���Q�' SECTION A-A
SIDEWALK ADJACENT TO CURB L -
r Ate , / w -r
R/W '- '-0" MIN. 12'„-0" MAX- 6'_ 0" MIN: sI2�-0"MAX. 13'-0",� - --PC/PT
I 6 1. ~ O'
3 D"1� - _ •
__ _' . ,._ , • _ NOTES: Q
5' MIN. \6\� FACE OF CURB _
I CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.IN 28 DAYS.
T TO CURB y • SIDEWALK AWAY FROM CURBN
SIDEWALK ADJACENT 2. JOINTS SHALL BE SCRIBE 3/4"DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES AND HAVE
A LIGHT BROOM FINISH. ! - -E_ _ O o
PLAN EACH AREA IS 1/2 OF
.�- 2% PLAN VIEW
ROAD
_OTTE 5l ,-1-V2" EXPOSURE NOTE 3 I wWHEELCHAIR RAMP
ei_a.�� of/J►✓� iii��a�. 3'n� =i�vi 8iii�iv-r/
2" OF 'J4=0 USE EXISTING EXPANSION STANDARD CORNER
COMPACTED SUBGRADE I • I/G" PLYWOOD OVER
JOINT OR S O. CS AND N•T•S_
•
ELEVATION B-B gEEC�wt�NO. CS 306. /1.741- -11:
FACE OF BOLTS
SIDEWALK AWAY FROM CURB �'
NOTES : .. TEE PLUGGED CROSS WYE PLUG OR CAP
NOTES • ; i
I • . -a
CONCRETE SHALL BE 3000 "PSI. AT 28 DAYS , 6 SACK MIX, SLUMP RANGE
OF I V2" TO 3" STREET - 1. METER BOX AND EXTENSIONS SHALL BE /
• AS MANUFACTURED BY BROOKS PRODUCTS, j 1► �A
2. PANELS TO BE 5 FEET LONG 6 INC., N 0. 4 .
COMPACTED SiIBGRAOE� 2" OF 3/4" MINUS E
ik
EXPANSION JOINTS TO TIE PLACED AT SIDES OF DRIVEWAY APPROACHES , / j� L...._,
�CpJSi/ci �It ��
•
3. „XPANSIO � v,. -i�r •/i !'-.. W
UTILITY VAULTS,WHEELCHAIR RAMPS,8 AT SPACING NOT TO EXCEED 45 FT. SECTION A-A 2. F -N I S H 5/8- INCH BY 3/4"- INCH H E R S EY �: _° 5.,,A 1
_ J
M0� L MHF WITH MAGNETIC DRIVE AND j '���%;' _� = _ a`' ur Z `�
•
4. FOR SIDEWALKS ADJACENT TO THE CURB a POURED AT THE SAME TIME AS THE 1 �� /����~' }�
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. I/2"RADIUS. MOD PROTECTION BOTTOM, AS E AFACTU REDre
�.iJ Jii-Jammu .���
�4\a ` A 2 //i_Y�' O Y''�
NOTES= READING HE SHALL SBE R4 ING GALLONS .COAAPANY. ��='r�� _
BEND PLUGGED CROSS TEE
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESST OF 6 INCHES •
IF MOUNTABLE SACK MIX. > �
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S_1. W Of �ID �
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. AFTE2. CURB RJOINT za DSHALL6 BE A TROWELED JOINT WITH A MINIMUM V2' RADIUS
6. DRAIN BLOCKOUTS IN CURBS SHALL 8E EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC NOTES:
1.4E
ALONG BACK OF CURB.
PIPE AT 2% SLOPE . CONTRACTION JOINT TO BE PLACED OVER PIPE. 3. EXPANSION JOINTS SHALL BE I/2" PRF_MOLDED ASPHALT IMPREGNATED I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. 2. KEEP CONCRETE CLEAR 0 F JOINT AND ACCESSORIES. O
4,• SEE DWG. NO. cs-300 AND NO. CS-303. t8" 3. THE REQUIRED THRUST BEARING AR S FOR SPECIAL CONNECTIONS ARESHOWN Z -
ISH GRADE 1.5 SQUARE FEET BEARING 1 1 •
o
FINISH , FINISH GRADE � ENCIRCLED ON THE PLANS; e. g. ® INDICATES 11
�I ® EN TI AL DRIVEWA‘; PAVEMENT - AREA REQUIRED.CONCRETE SI ®EWALK RE _ ,"��11Y't"�"" 4. IF NOT SHOWN G:: PLANS REQUIRED BEARING AREAS AT FITTING SHALL 8t AS
N.T.S. c /// /// / toga INDICATED BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST •
N.T•�• -,m PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED iH *HE
SPECIAL SPECIFICATIONS. n
\�.� r J5'� SAWDUST 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECE-
DENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD J Obi M
�����O Z ME i _ �X 5p�� DETAIL. ZO Zo
Qp7J G�'� 1.0 $ a IONS �� BEARING AREA OF THRUST BLOCKS IN SO. FT. V 0 I _
•c\aGP _ BENDS -
0 s I 6 RAD. N \ O U /1 f 1 BY I I TES, WYE, 190° BEND I tEE I P' n_ .. Fri
o0 0 • �v/ OTHERS
FITTING PLUG OR PLUGGED PLUGGED IjN. O.-. U
eQ 00 o 3/4" COPPER, ;' FLOW ,//_ _//� Y//~//' =i/' SIZE CAP CROSS ON RUN 45° BEND 22�° BEND 1 L,° BEND z L .0 0 U
OR' oo• on • `S0- TYPE K 1s Al IA2 tz
U X O� N
o .od .� ! ti 4 I 1.0 1.4 1.9T1-4 1.0 - I - ooi ..
o•o, o /? r°1117
6 I 2.1 3.0 4.3 3.0I 1.6 I 1.0 I - m > Z I
-. o of o •D _ TO HOUSE 8 I 3.8 5.3 7.6 5.d I 2.9 1.5 I 1.0 No • o 0 o HAYS CURB STOP w = m } •
00•o ' . • H 10 5.9 B.4 11.8 8.41 4.6 Z.4 I 1.2b oo,o., c . N0. 250I4 MP (BY OTHERS) I o 1i m a.Q 12 I 8.5 12.0 117.0 12.0 6.6 I 3.4 I 1.7. m Q_o- �•U•• 14 I 11.5 I 16.3 123.0 16.3 8.9 I 4.6 2.3 LLJ-o O:�_ 3/ ON STOP
ELLER 15008 16 15.0 21.3 30.0 21.3 11.6 I 6.0 3.0 • ct Z Z
/ 00. f 18 19.0 27.0 I.38.027.0 14.6 . ! • 7.6 3.8 W 0 LL1
aD o:ob i 20 23.5 33.3 1 47.0 33.3 18.1. I 9.4 I 4.7 • Z (n < 1
RADIUS= 25 MIN. .JOocpd NOTE:
O 24 34.0 48.0 168.0' 48.0 I 26.2 I 13.6 I 6.8 0 0 Q Q
CLEAN PIT RUN OR • ••pw�Qo - I ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING
SINGLE STRAP SERVICE
• 2 (-)GRAVEL ���� �.d SADDLE SMITH- BLAIR STRESS OF 2, 000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TET
'� v• PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST 1
•-;'J �. TYPE 342
SUBGRADE REINFORCEMENT -ia PROVIDE FULL WIDTH OF •
PRESSURE/15O)X(20D0%SOILBERRING STRESS)X(?ABLE VALUE).
GEOTEXTILE, AS REQUIRED INGRESS /EGRESS AREA
DEFT 20`I�IN. /� ® CONNECTION DETAIL THRUST BLOCK DETAIL'DEPTH WATER .SERVICE
N.T.S.•
N.T.S.
TEMPORARY CONSTRUCTION TiCoP1=D WATER- DI5Tiz1G-r �A>,it7AC•z47 DETAILS
•
°' '' '° SHALL l3L Ltt-lLtZEP• z
ENTRANCE RANCE0
5' SIDEWALK N•T.S• I CAST IRON COVER W/ 321
CONSTRUCT •
BACK OF WALK 0_J5iABOVE 22' FIRE HYDRANT-AW.W.A. FINISH GRADE WORD WATER CAST ;
I,, I C 502 COMPRESSION TYPE • IN TOP SECTION ts' 16'
EXIST. CLGRADES,TYP. I l /. 14. ) 8'
_ OR EQUAL. APPRVD. MFG. 1
• CONSTRUCT CONCRETE CURB To I I DRESSER 500 OR WATEROUS ` 1 \,:� ` `` •`Nr AI ./'4F•AF ' " ' 4
• 4
TANGENT POINT. OF..PAVEMENT I / I
PACER. • ///_///=///_// ( ///=/// =//� 20" l I/I
TAPER.• - i � . '� 20" •..-`:,.`•�`:� _.``��•'•O '.:/'/ / 1 CO
's 5M1N.
HAND TAMP =ACKFiLL /// �� �
W, TOP SEC 0 N 45° ��� __�l'2" . d
z
rR / • AROUND TOP EC T IO N GROUND II
J
3
• � / 4��1'0 STREAMER NOZZLE �L. STD. 2•I/211A • � ,• ,I 6 " t`
,. • 18 u u 33 ` 1
I HOSE CONNECTION I�
;, Q
- H
•i e VARIES •• SEE PLAN 2 REQ�D.
•
:'4] ' 6 MIN. 1 1
' I2�� MAX. I 1 / L MATERIALS:
I0
Er> Z = SET ACCURATELY. TO / • 6" LD. MIN•. •
CONCRETE I = IQ ti r, ,,,GROUND SURFACE
•
1 VALVES SHALL BE IRON 2"x2"x40',12 GA. GALVANIZED PERFORATED STEEL POSt �"�.
CURB I3 tW / � 1 ♦ _•
m = BODY, BRONZE MOUNTED, Ok
�I 2V2"x2V2"x18;12GAGALV.PEP.FORATEDSTEELSTlFFNERPOST> W , 9 DOUBLE DISC, PARALLEL �� •_l..CENTERLINE NEw la " - 2" SQUARE WRENCH NUT GROUND Z
• susornsloN sTREET SEAT, NRS VALVES W/O-RING . 0 - - i---• 2V4"x2V4','x36",12GA.GALV.PERFORATEDSTEELANCHOR
• I= Z > SEALS . CONFORMING TO
X X F'•r , " '. 6" G E VALVE a AWWA C500_ �,,- � 3/8��x31/2'�,GALVANIZED HEX HEAD BOLT WITH LOCK WASHER, Q
co"cRETE ICU ," " VALVE =0X SPEC a Ui BOTTOM SECTION
I$" o OR 5/16"CORNER BOLT.
r z
CURB l� `. }- $ I \t- - 0!--- . WASHER,2,BOLTGALVANIZED
PER RAIL POST. FAT AND LOCK
`\ (1) e
I ` in m -
O 2 zB��CROSSRAiLS-PAINTED WITH REFLECTORIZED RED AND
o
i u) '� GATE • LVE - - ` O WHITE PAINT
- .K DO w / SEE-
I���' 1` 1 / TEE _ _ 'RRAINTPORT n n ATER MAIN O 2 mANUAL ON
AND UNIFORM
THEOREGON SUPPLEMENT.DEVICES FOR STREETS
` I "� / ��I ,, �1 ;6, / - 3F-1 BARRICADES
/' v •• P' 6C=8 BARRICADE DESIGN
6"0 SPOOL I,•,y.•, ' .
NOTE * THIS DETAIL IS FOR ACCESS I o, ��� I ///_//� 6C-9 BARRICADE APPUCATION
TO bixt:tt� WITHOUT CURBS- z \ •
4,.4, a, . ] F �f ,b ///=///� _
• • / A . tO Y ° , a =► '"•' *."='•°= MIN. 2000 P.S.I. NCRETE 3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
•
CONC. THRUST .'a' ./ °-• sc) :..: • l- CONC. THRUST /// ///
• , cc
3 I BLOCK •°, .°, -� C 1 C I i i . j. .. b BLOCCK, pR USE RE ; FORCING RODS EA- -/// �� SUPPORT BLOCK W/ IN- ---WITH THE CURRENT STATE•OF OREGON STANDARD SPECIFICATIONS SHEET
1 Q ,, •,�,/ i L_ , _ �• a; •v , •A • < 2'3/4 0 TlE RODS ,;E INTO CONCRETE . 2 SQ- FT. BEARING A A �-- FOR dI 4,1314AY CONSTRUCTION-
4•.a `d.�a' - • •; •' ON FIRM EARTH
/ 3
. ,•h..4. • 1.: • ..A .
1 I • . WATER IN 'fd.•
' a, v
SUPPORT PROVIDE AND a GRAVEL GATE VALVE AND OF
CONC. •
p
, • . .
BLOCK • FILLED D INAGE PIT STREET BARRICADE
MBL VALVE BOX DETAIL
TEMPORARY ENTRANCE FIRE •HYDRAIyT ASSE S. N.T.S. 6
N.T.SN.T.N.T.S. N.T.
TICvAtzt7 WATER-- 1�ITtl-14 ST�.uD?.>z!7 DETAILS TiTIC�AR� WATILI ZE Dt�T�I�T ✓TAB-t1 2DS D1✓1'�ILS CDA 91 -921
51- --1- ESE LJT I L-I T I E 5• S•E•1f=- 55E LIT-1 1-1 D
_ Prvecf /558 Sh eef 3/6 _
wilmissimmonallmillimmlommw
--_- _.-.__ ,ram
1 . 2 t. la= i 1 11 �� I { I[Il(lIl1l1 1 � EVIIe- INIIIN Ty a � s i T I " { I I i l 1' ► i, i � I I I I l I I 1 T i l,. . _ 11
�� I it 13 14
I 1 I _ r '_ _ _��
FINISH GRADE _ , -
•
+ 1+00 / 2�-. • 3+00 �5 0a •
•
2f0 °° - °'SD TEMPORARY EROSION CONTROL
. 4.
RETURN DATA
. -
CURVE AND QURB /
:O��q0 1. THE CONSTRUCTION NOTES AND DETAIL NOTES SHOWN ON THIS PLAN p � `
\\11"
EXIST. GROUND) S 1 REFLECT RECOMMENDED PROCEDURES AS OUTLINED IN THE STANDARD Ny p
Cl R=25.00' 1. 1/4 LTC=202.52 C5 R=30.00' 1. 1/2L TC=215.04 / FOR EROSION CONTROL, "EROSION CONTROL PLANS AND GUIDANCE -1 /
• L=29.60 2. 1/2�TC=202.3 i L=29.55' 205 - = HANDBOOK" • s>�3d QQ'
a=67'50'08" 3. 3/40 TC=202.08 0 56'25'46" m '
• C2 R=25.001 1. 1/4ATC=203.03 C6 R=117.00' // w 2. •
IT IS THE INTENT OF THESE PLANS TO SHOW POSSIBLE APPLICATIONS OF
L=34.18' 2. 1/2ATC=202.67 L=26.411 / = Z RECOMMENDED PROCEDURES IN THE EVENT THAT EROSION CONTROL IS r 1
p=78'20'15" 3. 3/40 TC=202.30 =12'55'55" g _ o NEEDED. ALL RECOMMENDED PROCEDURES ARE DEPENDENT ON F i
.� / O 4D rn 2, CONSTRUCTION METHODS, STAGING, SITE CONDITIONS, WEATHER, AND
C7 R=83.00' 200 e / r01 w� SCHEDULING. THE PROCEDURES SHOWN ON THE PLANS ARE NOT
C3 R=30.001 1. 1 20 TC=211.97 o + �-
L=35.00' / L=79 651 " j / �0 z o9 a - INTENDED TO BE INCLUSIVE OF ALL THE PROTECTION REQUIRED IN AN
• Lp=66'50'50" L�=54 59 02 o - / k• cv AREA AT A PARTICULAR INSTANT. THEY SHOULD BE USED AS A
0 11 / �O• N W GUIDELINE ONLY.
C4 R=40.00' 1. 1/8A TC=211.73 �s.i /4-,-, ± -
L=115.42' " 2. 1/4� TC=211.51 / 3. ALTERNATIVE METHODS OF EROSION CONTROL MAY BE USED IF THEY
p=165'19 43 3. 3/ b. 195 TC=211.30 / ARE APPROVED BY THE ENGINEER AND MEET THE S.C.S. UNIVERSAL SOIL
4. 1/2 TC=211.08. , ,,/A\\ \\\
/ LOSS EQUATION CRITERIA.
5. 5/8b, TC=211.03 /
\ 6. 3/4�TC=211.47 4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROL OF SEDIMENT
7. 7/80 TC=212.40 / TRANSPORT VNTHIN PROJECT LIMITS DURING CONSTRUCTION. IF AN
INSTALLED EROSION CONTROL SYSTEM DOES NOT ADEQUATELY CONTAIN
190 w SEDIMENT ON SITE, THEN THE EROSION CONTROL MEASURES MUST BE
1 PUBLIC STORM DRAIN PROFILE
FIELD ADJUSTED BY THE CONTRACTOR AS NECESSARY.
�co 111=501H, I"=5' V .
1 5. THE CONSTRUCTION NOTES APPLY TO THE "CURRENT" WORK SITE,
40-o N N WITHIN THE PROJECT LIMITS, IN THE EVENT OF RAIN OR DURING THE
• 1 �-^''• "' Co N � WET SEASON (OCT. 1st. TO APRILM 30th.). WHEN CONSTRUC110N PROCEEDS ; ZO ,�
Y INSTALL SILT FENCE & r M Z N THESEESNEXT SE MENAN BE REMOVED.
EROSION CONTROL IS IN PLACE,
1 4, -, MAINTAIN EROSION CONTROL CONSTRUCT DRAINAGE DITCH LI ED v
MEASURES PER CITY OF WITH 6" RIPRAP TO CENTER OF CREEK 1
6. IN THE EVENT OF RAIN OR PREDICTION OF RAIN, THE CONTRACTOR W
TlGARD
C.O.T.G. C.O.T.G. LOCATED AT PROPERTY CORNER. SHALL DETERMINE THE TEMPORARY MEASURES NECESSARY, OBTAIN
" . I.E.=189.00 �� _ APPROX. 50 L.F. •
_- LE.=195.50 C.O.T.G. C.O.T.G. ENGINEER'S APPROVAL, AND IMPLEMENT THE MEASURES IN A TIMELY
ii �'�� I.E.=195.00 1.E.=194.50 C.O.T.G. r•� clg�:� . OUTFACE MANNER.
•
.i\, O
EXIST. WIRE MESH LE =194.00 •\ i.E.=188.4�
_ '� FENCE TO BE ,� , ,, Z
•,....ice; _, '` •i• .
REMOVED x._ �,,__, F S 7. GRAVEL PAD SHALL BE PROVIDED AND MAINTAINED AT THE INTERSECTION
' \ ._.��-1' .4' '•-•, -'1Se ` �1 OF WALNUT STREET UNTIL ASHALT PAVING TAKES PLACE, TO PREVENT SOIL
' �� C.O.T.G. ._.
"� � � "`- - -- .- � e FierFROM BEING DEPOSITED ALONG WALNUT STREET.
_
CONSTRUCT 5' A.C. WALKWAY LE.=196.00 __ - - __..._.. _ _ _
;t 't�'A-�= ; EXIST_ HOT WIRE 0738' 9 - \ ` \ _
TO S.W. WALNUT ST.• 1 _. -to S _ ':A •- ....- _.._ __.. __.; `;�_ , in
�'�' FENCE TO BE REMOVED / V \ `_ aele. N-' 1NE _ . ._ __. _. _ . \ .:: PERMA h.
NENT EROSION CONTROL Z cc) el
CONNECT TO EXIST. �,: . ` " L0�$
__.--�' Z 455 L.F.-� •PRIVATE STORM flIRA1 t i ,
10 CULV. \` "'��" '� (I N 10:-1Nt0E tiMM ON-USE/MAINT_ E SM1 T) --.- _-.-.. .-__..._..__..._. ' \ \�\ \• p el
___._.-•-.--- �_ -� \ 8_ TEMPORARY EROSION CONTROL METHODS MUST REMAIN AND BE of
•
,.. LE.=196.8t • 'fir..„ '[`�P• _ ._._.._..-,.'• LOT 6 ...._ ....._.... �\ � � INSTALL SILT FENCE & ��• v .- _
• _ � _ LOT - � � �-- _ •\ �� �,�,T.,�, �0„5,�,., �.,,,,,��, MAINTAINED UNTIL PERMANENT EROSION CONTROL METHODS ARE IN _ �, ..4. �„
�� • STUB �•••�u �_ / �/' ''� y •� O \ \\ M/11IM I^11`1 EROSION CON ROL
vPCVR/8EG11�1-GLIR roc i r ✓~ PRC _Vili ,,=r- �,�. -� INLET�M'H A �• , TIGARD Z � o o � U t�
\ - -
_ , �. ,_.. w...:
TC-202.65 LOT 2 TC=211.95
CL
�,,. LOT 3 ,•�=OT 4 � - / TC=24 I•�•.-�' �'� � ., 9. VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHALL BE o � z,r, N
EDGE OF NEW A_C. NLOT 1 'L
1+96.18 INLET MH \-----TZ:=20
, RIM=210.5¢:�`.� RE-ESTABLISHED AS SOON AS CONSTRUCTION IS COMPLETED,BY HYDROSEEDiN r o xo �"
0+46.76 PCR TC=203.8 rj• ,�' -4+58.26 PCR,�'�r „rmaiiiiiiw7„
4 , \\ � ��� ��~ �� CREEK •
H � '�� � TC 211.51 ,�' ,-_-_-,. C4 � (0. . `:,�':\ �� LOB,1 Q`�'ph"• ��..\ w � �INLET M _ 3• a 10. ADDITIONAL INTERIM MEASURES WILL INCLUDE, AT A MINIMUM, o Q o mMATCH EDGE OFRIM-20 �.i oi N
TC=202.03 �" ' /C3 ��, SILT FENCES AS a m
EXIST. A.C. E.=200.670
RIM=201.�3 - ,� \.� 's' \ INSTALLATION NOF STRAW BALESEDIMENT BARRIERS
•
NSTALLA 0 EDI ENT B R ERS OR
" -- -- - �- P PRC s \ PER DETAILS SHOWN ON THIS SHEET. THESE MEASURES WILL BE CO a
5 L.F.-10 SD = - _ �■�� �Y _ :, INSTALLED ALONG ALL EXPOSED EMBANKMENT AND CUT SLOPES TO
3 i C1 I.E. 199. S - �� k TC 213:�8 f
•
5=0.0086 r'.' 4. �� �.. ..:;��- \ �� =� ; . h PREVENT SEDIMENT TRANSPORT. W C�
,:,y :_,_.� D 5=0,•• .q- oo R=1300.0� „oo ;' / +.. ,,/� ;'s+oo :: 5 5+9f.71 PCR.. .. \\ Z Q LCONTRACTOR TO PROVIDE Vlik.
ie
148 L.F. 10 S •
M 11111 ----II R.-. - \
- " rut �+ 99.85 N 0• • 0p E �' _� Op ` TC=215\85� , �; N `,\ly, �� 11. PROTECTIVE MEASUERES TO PREVENT SOIL FROM ENTERING INLETS SHELL W CC <
50 OF 1 1/2 MINUS ROCK 03..3$d....�.._ O . ♦ \
���� - -• � - � ��. 9 O � \ BE PROVIDED UNTIL RESIDENTIAL DEVELOPEMENT HAS BEEN COMPLETED. O 0 0 0 `
IN ENTRYWAY DURING " 31'''L.F.-10SD _tom �® f' 1 596, _ \ \.. /`\\\� \ \ •\\
CONSTRUCTION AS AN 10 TEE `; 2.�" -
LE.=199.20 32 LE. 10"SD ,6X '�
EROSION CONTROL MEASURE ##•:,"• :-
- ,
�w "i �' 1+96.18 PC/
, S=O.ofS �� 2+96.03 PT 5+23.40• 'C PP'� �.LOT��11, j\\\ " r \ \\�\
INLET 0 VCR 1+961 S INLET M r` \\ •\ \
0+00 fir,: INLET MH; 7----..--;_:.
._. TC=203.88 ,/ 5+20 IWLET ` c� •
- INTERSECTION TC=1-2O2.12 / :�r� _.. _ TC-2t2.$`I \\ \\ --� ? '1 CITY TO INSTALL: Z
� �. , ,� i M•• RIM_2O3.38 r
" �RfM=201.l02 •i -�---` I.E.-201.18 ^a� •'�� LOT 15 RIM= 12.�1 � � \ \----
.�.� �; , •
LOT 18 LOT 16 LE =20£ �� 6+19.36 NPT C210 L.F. 10 SD , i.E._-��-99:-12 � � � .
_ ii0Or
� �` ; f ` � COMB. STOP AND STR. NAME SIGN JS-o.0257LOT 19 t�T 17 LOT 14 \
EXIST. HOUSE „ •- ,r LOT 13 \ LOT 42, � '`
CONNECT TO EXIST. ,TO-BE DEMOUSH D \ Io• ``. '�,� DEAD END SIGN Z
�' Z
•
(3) FIR TREES e 8 CULV. / ' _ �;J i r x- � � y \ STR. TO BE EXTENDED
TO BE REMOVED rtLE., 2± / � '► _ --""i 572.97, �X x � x x x x x. �� x .3�2`� x - �. SIGN
x.=x x -- �,. ` ran, x x z x x --
1A x-x-x x x x x N 00.4600 E + �.,
PCR/BEGIN CURB x x
TC=203.40 . ` x r,. >; EXIST. HOG WIRE 7+06.83 `'7+30:65
i::•-' =' �` ``' FENCE TO BE REMOVED END CURB CK
END CURB .Y
_ & S W & S/W _• - 0
WALKWAY `' CONSTRUCTION
CONSTRUCT 5' A.C. U< STREET BARRICADE • CO
7+18.74 END CO
• c� PER DETAIL, SHT. 2 M V)
TO S.W. WALNUT ST. o
/
/ / NOTES:
1. FOR CONNECTION AT WALNUT STREET REFER • 0
/ TO DETAIL, SHEET 3/6. ® � FILTER FABRIC MATERIAL o
/ 2. 1-1/2" MINUS AGGREGATE TO BE PLACED IN AREA NOTES: 36" WIDE ROLLS MIN. Et
EXIST. /)
BETWEEN SIDEWALK AND WALNUT STREET.
ROADWAY 1. INSTALLATION SHALL FOLLOW THE ATTACH TO STAKES. C.7
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