|
12'_
<br />I r I� 3'---F-1�
<br />Rrteitlon Ramp Tranedion -_ " Diu. a Sq.
<br />2 - 6'
<br />- Standard Frame and
<br />6 Cover Assembly
<br />, •9LDW-G3�F
<br />fe»rcr of I -" L'D� - 4 Sae Note ri- I 4 6' 2'-0" 2_0 --_ A.C.
<br />fan/r dam. _ VIEW A -A with 45° `'�_ ----E.Pansion 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 a N-7- Depressed letter •� .....Pico/ix O 1 ' ' T '-Level Line •N • I p = � NOTES: o "
<br />�'-Abhrn •Q , O / 1) Frame 8 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 2) Two teal mini for finished erode ex30" lrprt pin With
<br />I Il' OG ' `. I jj U L! I Basement Soil•
<br />Typical 1 may be Is$ I n t2ln withthe
<br />streets, _-
<br />'Expansion Joint T ical 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 shall be Class III RC.P
<br />CATCH BASIN AT RETURN DETAIL 'E J 4' wrapped one side through N 'I or Clos A.C.P.
<br />every expansion joint
<br />GROOVING DETAIL I LB I I
<br />� 0 _
<br />Grooved in a herringbone CURB 81 GUTTER
<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 i q� A
<br />� z'-o' 6" 3" / S U R
<br />LOCATION DETAIL - \\ iti I �3'a
<br />:,, Grooves approx. • O.C. 6" 11 -I -
<br />P� ,° 16• 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 10' 24" LD.
<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 Li na `' ? ->�
<br />Z i �.u. or ..u•c•• = 0_ / _�_ i4� 6' jam- 12' - 1 _ 6, l• rw Cover Frame
<br />- •-�« Material- Cast Iron
<br />P y o V Face of Curb L-1I Slope /a per I I I F-I'--I
<br />v � � � i a l v`•#. '': ;.+.�,.�. > � -�1F Lot' YmirJsmaoth� .�. ./�1,;�•,,,. � .\;�
<br />a I L e
<br />3 Q p a a s1!{jy'
<br />1/0 cc••o •.o•'r p/A +� �� +P. ..,+' 1 r r • \ \ Ni \�\ N
<br />4' Crosswalk
<br />In
<br />NOTES:
<br />r /nsto// L/eana�f P/d End Per .- ' � ss ' 8• Concrete '
<br />r � Dowels 5 or L1io. s 21• 12' �'
<br />r r�.ir[.wre Eo• spaced 12' a.a, eased and
<br />/ I r err DEEP KwEA LINE GLr✓D Srd. 12w? 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 nne 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 SERVICE DETAIL I Construct expansion joints Q 200' maximum and of 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 joints Moll be constructed @ 12' maximum Intervals. - SECTION A -A
<br />ZOr UTILITIES LAYOUT WHEELCHAIR RAMP CURB, -GUTTER .5 SIDEWALK, STANDARD STORM SURVEY MONUMENT
<br />LATHROP ROAD, WOODFIELD DRIVE DRAIN INLET FRAME 8 COVER ASSEMBLY
<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//dar/ar so/vrn/we/d GPJ/ 9 cUT OUT SECTIGN
<br />A �rorec ire coa/Yn
<br />erout� je/nis \ tul-a(r �onrnleriarofmanhole IOOE
<br />\\ (/fi//in hub 1 ( OF EXIST. 12' W '�
<br />Trarl5//ion rrem ` 9 Iw 0 _ 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 io (vim ✓ariP ���JJJ cn intersection. � Precast
<br />1 adjustment ringgs
<br />OJP F/.1nged �'i- , 1 TYPICAL STREET SIGN at eo i to
<br />as r/bew 2 GATE VALVV� \ 2 frock rtlmben to M a os required o w
<br />6- 6r✓Yi/yy main shill \ y W' = 2
<br />M/N. .t. be Yi lriried c/�y 4,_ ��'.' Ok ,A ftum the SJp ubl f 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 />Fi//er downs fre.7m io M.!/. 1 (\- p 7CtG/'16� GATE VALVE ,
<br />OJP//•F n, SCOPE .` I I yfl '� eeve/ Pnd --- o n ed. to concrete cone. ion' �, siiu
<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 \ / /o Drama e Swv/e Area !0 be Wy' a lengtho the
<br />'` -� 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 ((, - aurlacee - 5" Alut.
<br />d"force Main .` .'.'.' �'.''.:, 'y I - �D( ,�( SECTION, Edge of Pavement, •r
<br />�/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" Dlam.
<br />'with2-'/sS'' �.,; ••-- �--- �--'t- 04Pa/'� b groper elevation. >
<br />(J� 4'sections as required) Lowest
<br />a/v. ancbnrrddS NOTE- The cos/ Cr/he force main ✓ 0 P ;•
<br />Sha// becalipecl/�hc/uded In the I j �d 2 r N _- /. o I • ,»` 1 `
<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/,PEGT FLOW A7 R/GNT P the Ir, � ( I) Pod to Improvement Standard No C-I F Street � i >
<br />Specie l/ y1,;;H, F/� P� g I \ Sign Location _ r
<br />AN6LEs TO FORGE MAIN 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 foundation base. Pro -cost base
<br />SEE SECTION B-B ON SHT. N0.34 w
<br />N.7S. NTS. Dia. of pipe / may be used if approved
<br />t
<br />N.T. rj 1_ 3` i ip 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 />,12� Minimum J Claa '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 />NA7/ 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 />60
<br />67
<br />.25
<br />/VATIjfF
<br />SCAIILLI/06 AVE
<br />4.0
<br />67
<br />-ZO
<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/Ve
<br />OAK HILLS ST
<br />4.0
<br />67
<br />•20
<br />IVATAIE
<br />cfIEaRY I-IiLLS Cr
<br />q• o
<br />67
<br />.00
<br />NATI ✓E
<br />vgAIRlEb"III SST.
<br />4.0
<br />67
<br />.20
<br />NATIVE
<br />PR/NCEY/LLE ST
<br />4..0
<br />67
<br />,20
<br />NATIVE
<br />STONER/Gt:;E CT.
<br />9'0
<br />67
<br />•20
<br />IVATI ✓E
<br />PINE VALLEY OR
<br />4.0
<br />67
<br />20
<br />A/AT/✓E
<br />5/LV IFR CREEK DR
<br />4.0
<br />67
<br />20
<br />NAT/VE
<br />Expansion Joint A (EIxponsion Joint
<br />Ir•- INSTALLATION
<br />Warp
<br />Warp
<br />2Sidewalk
<br />Z_
<br />Sidewal k?--
<br />/
<br />I
<br />Cob and
<br />I
<br />I
<br />Gutter Line
<br />Gutter -
<br />'2.-2-
<br />2_ Gutter Z_
<br />S' In.
<br />SECTION A -A STANDARD STREET TYPICAL STORM
<br />PIPES 24" TO 3e DIA. --
<br />5 GN_-DETAILS SEWER MANHOLE
<br />Grout emootn all advise of pipe opening
<br />3' opening ( See Note No 3) Refleda Sir-ColNunla ieghway
<br />A *5 Rebate Code Type MR Stu IB'x 18" Code
<br />$pSakf. Hwy.
<br />i
<br />� 3/e•pdvmlEW y Coda W31, 30" iEa
<br />bolts a ,aMre / r at and - Center on Barricade.
<br />- -�2-d CL A 2-0 3-d I I I I
<br />PLAN Ti
<br />-�
<br />N 1
<br />Variable 1 5'- 6" 2 -0" A
<br />3/4wR In 12' placed l tO.-C. cWY Tr
<br />Slope "%" per I' - v PLAN VIEW CENTER REFLECTOR
<br />TD '-'T::�-r�•.':�-` e.��. NOTES 2"xe'sWct grade 6'x6•danw
<br />'°.•-� 'b Drugkw Fr surfaced structural grade 11
<br />1
<br />'
<br />NOTE STEr9/L/ZE N1gr1V. FOR .20[70-09•AC TN/S. T-
<br />� ram' r
<br />1. The foundation shall be a minimum of 5' for 44"O.D. pipe and smaller.
<br />few eold**.RRedwood,NHemlockacs
<br />or eattreated 'a
<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'
<br />- j
<br />1 Barricades to be as wide as stra ew R/w
<br />2.Borricadto be white using 2
<br />UNAUTHORIZED CHANGES & USES
<br />painted
<br />coast d 'Eelria Alkyd Fbein Ni-Goa
<br />BARRICADES
<br />FOR Enamaiwwaaampahbl.t/•rear.
<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 />/< t ire
<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 lclgq
<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 , nArG
<br />d
<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 />❑ DENVER, CO O ORANGE COUNTY ❑ SACRAMENTO
<br />❑ SAN DIEGO ❑ SAN jOSE ❑ WALNUT CREEK
<br />2 7 0 7- 8 9- 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 0 P
<br />CALIFORNIA
<br />NO.
<br />BY
<br />I DATE
<br />I REVISIONS
<br />
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