|
12'_
<br />I r I� 3'---F-1�
<br />Rrteitan Ramp Trariedion -_ " Dia a Sq
<br />2 - 6'
<br />- Standard Frame and
<br />6 Cover Assembly
<br />, •9LDW-G3�F
<br />fe»rcr of I -" LiD� - 4 Sae Note ri- I 4 6' 2'-0" 2_0 --_ A.C.
<br />VIEW A -A wdh 45° `'�_ ----EiiPansion Joml (Tye I . • ° _. 1
<br />bevel with Broom Finish I• p. C�C t ,
<br />} chomfr Broom Finish _ 1_ B t A. B. u . • u . �.�_ • . u V .
<br />. 3 I I 6 0 a v
<br />N-7-
<br />Depressed letter
<br />•� .....Fico/ix O 1 ' ' T '-Level Line •N • I p = � NOTES: o "
<br />�'-Abhrn •Q , O / 1) Frame B Grote sh Aform
<br />VIEW B -B ' u c "w' a'S" in • o '
<br />1 , .,, turD to identify
<br />Approx. g gY .: R , • , � `-•c' - service locations f 1 F. L fl Y
<br />- , -• . ' A to Improvement rd No. C-6 - Survey Monument
<br />to . ,.• Undisturbed
<br />4 , I i 111 I I 21 Two teal mmi for finished erode ex30" tion pin With
<br />I Il• OG ' `. I jj U L! I Basement Soil•
<br />YD 1
<br />may be Is$ I n t2ln withthe
<br />streets, _-
<br />'Expansion Joint Typical era L3, existing -+� Identification Marks
<br />MN „,"tier :�,: �3•�, Dorels`5or-S�DIa.%7_4", d �. Q� csproval a Engineer TYPICAL SECTION
<br />t I's . , Ii .•;. r.;; spaced 12"o.e. greased and ,•' [', , - / 3) 24'• pipe el Mol be Class II[ RC.P
<br />CATCH BA SIN AT RETURN DETA/L 'E J 4' wrapped one side through v 'I or Clos A.C.P.
<br />every expansion join)
<br />GROOVING DETAIL I LB I I
<br />� 0 _
<br />Grooved in a herringbone CURB 81 GUTTER
<br />�\
<br />Pattern line
<br />with IN grooves approx. W -
<br />A I}'o.c. ; groovaa arould be S - Sanitary Sewer line e a crate /r, P;%
<br />BLOW -OFF VALVE BOX �� ��� .*�`' stripes. parallel to crosswalk k PLAN //i q� A
<br />� z' -o' 6" 3" / S U R
<br />LOCATION DETAIL - \\ it!
<br />I
<br />q
<br /><\
<br />�Grooves approx. �'O.C. 6" 1; -I -
<br />° i6• Raised Letters
<br />7
<br />01
<br />Variable
<br />Q J .` �\ ..'0, \�---Prouty Line _ . � J:f�' - --- �•�Bolt I
<br />s �,�[ r 12� -.1--
<br />Q:llr2 arae 2,-0 • 2 • a •• �\ \
<br />v IO' 24" 1.0.--
<br />z'
<br />.D.
<br />/ L C _ I Expansion Joint Typical Mortar o
<br />_ T- Broom Finish Weakened Broom
<br />V ti =, f- h 3-"R Plane Jalnt Fnish Leval Lina `' ? ->�
<br />Z i �.u. or ..ci•c•i = 0_ / _�_ i4� iff
<br />6' 12' _ '-/4' 6' I• rw Cover�LHoles-�nio •-�« Frame Material- Cast Iron
<br />P y o V Face of Curb L Slope per I 1 F -I' --I
<br />v � � � i a l v`•#. '': ;'+.�,.".i >� -� � Lobi YmirJsmaoth� .�. ./�1,;�•,,,. � .\;�
<br />a I L e
<br />3 Q p a a s1!{jy'
<br />i/a cc ••o "o-,ir: rtn err p/A +� i r r • \ \ Ni \� \ N
<br />4' Crosswalk
<br />In
<br />NOTES:
<br />r /meta// L/eana�f P/d End Per .- ' � ss ' 8• Concrete '
<br />r � Dowels 5 or L1io. s 21• 12• �'
<br />r r�.ir[iiwre •o• spaced 12' a.a, eased and
<br />/ I r err DEEP KwEA Live GLr✓D Std. Oi✓g. ND. S-/ , W SE N A -A
<br />- ��� ,(r I 6� Ramp (or 4= curb height and 2'/. sidewalk slope. For 6° curb Might either use B� ramp or transition wrapped rens side through SECTIO -B
<br />r L-- , '�>Y'I curb Might to 42" from expansion pint to beginning of ramp. every expansion joint. - q'
<br />to �CC CURB, GUTTER 8 SIDEWALK 2' 6" Diameter
<br />J� 2. Catch basins and other obstructions ore not to be located within the wheelchair path area. NOTES I
<br />s SEWER SERV/CE DETAIL I Construct expansion joints Q 200' maximum and at returns, around light pales,
<br />3. See Standard B-4,8-5, or B-6 far Curb, Gutter a Sidewalk Details; and State Standard Plan NB -B for hydrants and other fixed objects of sidewalk. O
<br />W s' other details. 2. Transverse weakened plane jolnts Moll be constructed @ 12' maximum Intervals. - SECTION A -A
<br />ZOr UT/L/T/ES LAYOUT WHEELCHAIR RAMP CURB, -GUTTER .5 SIDEWALK, STANDARD STORM SURVEY MONUMENT
<br />LATHROP ROAD, WOODFIELD DRIVE DRAIN INLET FRAME 8 COVER ASSEMBLY
<br />2q, 304 or 364
<br />�ll Cast iron Frame and Corer - icier
<br />TRANSITION COUPLING to Improvement Standard No. C•5
<br />* use Short Manhole GO/7e TYPICAL LOT GRADING DETAIL
<br />EA. L[.D MAIN ST="
<br />PYL pipe rri/h
<br />Lrmen//der/ar so/vire/we/d GPJ/ 9 cUT OUT SECTIGN
<br />A �rorec ire coo/Yn
<br />erout� je/n is \ til-a(r �on/�leriarofmanhole IOOE
<br />\\ (/fi//in hub 1 ( OF EXIST. 12' W '�
<br />Trarl5//ion rrem ` 9 Iw P _ I' _r NOTE Top of pavement grade
<br />OJP 1a PVL PrPr /Z' - M.N. ete
<br />B Rb 2 RlbDi �rsm _�
<br />r'!n b I', /%Min. Oraiga eJWAIE , r / EX.122=W. EX�12� W L One street also a required
<br />•� 9 �0 �0 ✓ariP cn intersection. � y a e 1 adjustment ringgs
<br />OJP F/.1nged �'i-, 1 TYPICAL STREET SIGN at iso int
<br />as e/bew 2i GATE VALVV� \ 2 Block rt mben to M a os required o w
<br />6- 6r✓Yi/y main she// \ y W' _ 2
<br />M/N. .t'. be Yi lriried c/�y 4,_ ��'.' Ok iA ftum the SJp ubl r 2", 3", 4' B 6" sections o
<br />_- , ° ! TEE 12�xIC� FX PLAIN END (EA. SIDE) mend of P and Build ection 4
<br />"iIler ngcd Cie 55100 P/Pe fir 270{f. A I I \ QX \b \ 3. See improvement plans for location Precast reinforced 2 7y
<br />"i Ile downs fre.7m io M.!/. 1 (\- p 7CtG/'i6� GATE VALVE ,
<br />OJP//•F ni SCOPE .` I I yfl '� Leve/ Pnd --- o n ed. to concrete cone. 10n' �, sill
<br />WATER CONNECTION r swop ei�ts required.
<br />eo•e/bow > > > _ e M%'. __T -- ; MAIN 0 E hdue length of the street M etne� All jams mortared and
<br />DETAIL Io ,
<br />I I \ /z 0ralno e Sin/e Area !0 be Lu>` a o the tat
<br />h of '` -� 9 ofivNcuse/sbui/f LATHROP RD ,�,,1e. banded with mortar on
<br />(�"A"-"A"'WOODFIELD DR. both inferior and exterior
<br />�'• � /7, Oravi/ JeNer � I I ((, - aurlacea - 5" Alit.
<br />d"force Main .` .'.'.' �'.''.:, 'y I - �D( ,�( SECTIONi
<br />Edge of Pavement, •r
<br />x/0.32 C°ncre/e See S/d./rhnhe% K 9yg �'� NTS. Bock of Sidewalk a
<br />Precast reinforced manhole
<br />i a Back of Curb. o
<br />7hrus/ Li/dc.F Oe/avV /Z"YCP \ I I T( 2 pipes, ASTM C478,adjust to 4'-0" Diam.
<br />W/ 117 S'' �.,; ••-- �--- �--'t- 04Pa/'� b groper elevation. >
<br />(J� 4'sections as required) Lowest
<br />a/v. ancbnrrddS NOTE- Thr cos/ O! /he force main ✓ 0' P ;•
<br />Sha// becalipecl/�hc/sided In the I j �d 2 r N _- /
<br />NOTE. 90' ELBOW IN MANHOLE TO BE �•
<br />aerie A o
<br />2_ GO' Pad /
<br />UnY/ rice b/d {p,-• 5 / Standard Storm Sewer Martial.. Refer •' > , a
<br />ROTATED TO O/,PELT FLOW A7 R/GNT P the Ir" � ( a Pod to Improvement Standard No C -I F Street � i >
<br />Specie l/ y1,;; H, F/� P� g f \ Sign Location _ r
<br />AN6LEs TO FORGE MA/N D/RECT/ON OFF10W. I dEQ Q�
<br />0
<br />.FORCE MAIN CONNECTION TO MANHOLE TYPICAL LOT GRADING SECTION "B" -"B° -I I' Clow'El' concrete for
<br />Grout to foandation base. Pro -cost base
<br />SEE SECTION B8-19 ON SHT. N0.34
<br />N.7S. NTS. Dia. of pipe / mmy be used if approved
<br />t
<br />N. r. C'1_ 3` i io by the Engineer.
<br />2" ID pipe N STREET SIGN POST
<br />LOCATION DETAIL ELEVATION
<br />, J
<br />6"x 6"- W 1.4 x W 1 4 welded wire fcbric
<br />B"Min + " v STORM SEWER MANHOLE
<br />PAVEMENT DESIGN CHARTg
<br />,12i Minimum J Clea 'B' ConcreteL
<br />I r i ..1 NOTES A f-6" concrete cone may be used if approved by the Engineer.
<br />1 30 Maximum i •'��•�
<br />TYPICAL STREET SIGN
<br />;n
<br />STREET NAME
<br />TRAFFIC
<br />INDEX
<br />SOIL
<br />R -VALUE
<br />A.C. Lam)
<br />THICKNESS
<br />A -B,
<br />THICKHE55
<br />L A TN/40P ftb
<br />6.0
<br />6 7
<br />.4(�
<br />NA 7/ VD
<br />AIDoDFIFLP DtZ.
<br />60
<br />67
<br />.29
<br />NATIVE
<br />LON6 BARN DR
<br />50
<br />67
<br />.25
<br />NATIVE
<br />CEDAR VALLEY,oR
<br />50
<br />67
<br />.25
<br />/VA TIjfF
<br />SCN/LL/106 AVE
<br />4.0
<br />67
<br />- Z0
<br />NATIVE
<br />OAKMON7_ 6T.•
<br />4.0
<br />67
<br />.20
<br />IVAT/VE
<br />AGUSTA OR.
<br />4.0
<br />67
<br />,20
<br />NAT/✓e
<br />OAK N/LLS ST
<br />4'0
<br />67
<br />•20
<br />IVATAIE
<br />cf1EaRYf/ILLS Cr
<br />q•o
<br />67
<br />.20
<br />NAT/VE
<br />FRAIRIEb"III S57
<br />4.0
<br />67
<br />.20
<br />IVAFI✓E
<br />PR/NCEY/LLE ST
<br />4..0
<br />67
<br />,20
<br />NAT/✓E
<br />STONER/GSE CT.
<br />9'0
<br />67
<br />•20
<br />NA TI ✓E
<br />P//UE Yf1LLEY oR
<br />q•O
<br />67
<br />20
<br />n/ATi✓E
<br />5/LIfERCREE/CDP.
<br />4.0
<br />G7
<br />20
<br />NAT/VE
<br />Expansion Joint A (EIxponsion Joint
<br />Ir•- INSTALLATION
<br />S' In.
<br />SECTION A -A STANDARD STREET TYPICAL STORM
<br />PIPES 24' TO 36" DIA. --
<br />5 GN_ -DETAILS SEWER MANHOLE
<br />Grout .mootn all advise of pipe opening
<br />S• opening ( See Note No 3) Refleda Sir-ColNunla ieghway
<br />A *5 Rebate (tYDlcal) Code Type NR Stu IB'x IB" Code
<br />S30" Sakf. Hwy.
<br />i
<br />� 3/e•prvmlzed y Coda W31, 30" Sure
<br />bone a •antra / r at and - Center on Barricade.
<br />- -�2=d CL A 2i-0 3-d I I I I
<br />PLAN
<br />Ti
<br />-�
<br />N 1
<br />Variable 1 5'- 6" 2 -Oa A
<br />3/4wR In 12' placed l tO.-C. cWY r
<br />Slope "%" per I' - v PLAN VIEW CENTER REFLECTOR
<br />TD '-'T::�-r�•.':�-` e. ��. NOTES 2'x8" select grade 6'x6•danw
<br />'°.•-� b Dough Fr surfaced structural grade 11
<br />'
<br />NOTE STEr9/L/ZE N1gr1V. FOR .20[70 -09•AC THIS. T- � rte' r 1. The foundation shall be a minimum of 5' for 44"O.D. pipe and smaller. few edea RRedwood,NHemlockacs or eattreated 'a 1
<br />Warp
<br />Warp
<br />2Sidewalk
<br />Z_
<br />FOR TYPE RA BARRICADE
<br />Pi91ME GOAT /5
<br />Sidewal k?--
<br />/
<br />beyond each
<br />I
<br />Douglas Fir surfaced �
<br />Cob and
<br />I
<br />I
<br />Gutter Line
<br />Gutter -
<br />'2.-2-
<br />tour sides.
<br />Z Gutter Z_
<br />S' In.
<br />SECTION A -A STANDARD STREET TYPICAL STORM
<br />PIPES 24' TO 36" DIA. --
<br />5 GN_ -DETAILS SEWER MANHOLE
<br />Grout .mootn all advise of pipe opening
<br />S• opening ( See Note No 3) Refleda Sir-ColNunla ieghway
<br />A *5 Rebate (tYDlcal) Code Type NR Stu IB'x IB" Code
<br />S30" Sakf. Hwy.
<br />i
<br />� 3/e•prvmlzed y Coda W31, 30" Sure
<br />bone a •antra / r at and - Center on Barricade.
<br />- -�2=d CL A 2i-0 3-d I I I I
<br />PLAN
<br />Ti
<br />-�
<br />N 1
<br />Variable 1 5'- 6" 2 -Oa A
<br />3/4wR In 12' placed l tO.-C. cWY r
<br />Slope "%" per I' - v PLAN VIEW CENTER REFLECTOR
<br />TD '-'T::�-r�•.':�-` e. ��. NOTES 2'x8" select grade 6'x6•danw
<br />'°.•-� b Dough Fr surfaced structural grade 11
<br />'
<br />NOTE STEr9/L/ZE N1gr1V. FOR .20[70 -09•AC THIS. T- � rte' r 1. The foundation shall be a minimum of 5' for 44"O.D. pipe and smaller. few edea RRedwood,NHemlockacs or eattreated 'a 1
<br />FOR TYPE RA BARRICADE
<br />Pi91ME GOAT /5
<br />2. For pipe larger than 44'0.D., the foundation Mall extend a minimum of 8"
<br />beyond each
<br />Douglas Fir surfaced �
<br />side of the pipe,
<br />tour sides.
<br />1. Opening to be 3' long x ( I.D. of pipe ) wide , up to 36" I.D. pipe. For pipes
<br />larger than
<br />_ __.--
<br />NOTES;
<br />SECTION A -A
<br />36' I.D opening to be 36" Diameter or Square.
<br />6'1
<br />- j
<br />Barricades to be as wide as stea er R/w
<br />2.Borricadto be white usmg 2
<br />UNAUTHORIZED CHANGES & USES
<br />painted
<br />coast d 'Eelria Alkyd Fbsin Ni -Goa
<br />BARRICADES
<br />FOR Enamaiwwaaampahbl.t/•mer.
<br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for,
<br />g p r'a g
<br />to of these All changes to the must be
<br />TYPICAL COMMERCIAL 8l
<br />z'�
<br />`"
<br />/< i gra
<br />SADDLE -TYPE MANHOLE FOR
<br />PIPE 24a DIA. AND LARGER
<br />" "
<br />TYPE A
<br />TERMINATING
<br />STREETS
<br />unauthorized changes or uses plans. plans
<br />DRIVEWAY
<br />in writing and must be approved by the preparer of these plans.
<br />INDUSTRIAL
<br />c
<br />TRACT NO.
<br />2051
<br />SHEET
<br />DATE: JULY las4
<br />SCALE:
<br />■\
<br />NOLTE
<br />and ASSOCIATES
<br />VALLEY HAVEN
<br />UNIT NO. 1
<br />3 A
<br />5
<br />g
<br />DRAWN BY: SS , MT -C'
<br />Engineers
<br />/Planners /Surveyors
<br />DETAIL
<br />SHEET
<br />of 36 SHEETS
<br />3
<br />KE
<br />CHECKED BY:
<br />JOB NO.
<br />a
<br />m
<br />PROJ.MGR.: PRO
<br />2
<br />MTG
<br />-9- q1
<br />REGUt2t� DRAWING
<br />O DENVER CO O ORANGE COUNTY O SACRAMENTO
<br />O SAN DIEGO O SAN )OSE O WALNUT CREEK
<br />2707-89-0 4
<br />PRO). ENGR.: D N
<br />1
<br />(303) 791-0666 (714) 837-5001
<br />(916) 446-5020
<br />(619) 278-9392 (406) 287-34M (415) 934-8060
<br />L A T H R O P
<br />CALIFORNIA
<br />NO.
<br />BY
<br />I DATE
<br />I REVISIONS
<br />
|