|
N
<br />SCALE! I t' = 40'
<br />DATUM: U.S.G.S.
<br />NOTE5 %
<br />1- loo year- cf „ ele%rZ+Iovl IS 33,5
<br />z- vAorm w5jeM IS %V%kerltM drainage zlnd
<br />C4144 P411-4,Cl Witt lot 4-u6�'CC+ to
<br />d2lHagc fGe .
<br />APpwOvED
<br />4:�. Tel r
<br />S. J, Co. F3UIL1) G- DEPT,
<br />APPwzwED l9lro
<br />WATERLOO- MOWA RUtaAL.. SIRE DIST.
<br />"Le."L
<br />17IB-1
<br />1 s fore : Construchion on Parcel I will Jae perm)&ed with private
<br />well and Septic -Lank- AJI other par:;els are required
<br />to have public water and sewers UJ -0 olz&ain a
<br />budding szerrns&,
<br />R = soyrlxo�e
<br />......_.....--•1111•-.",..-A..� . __."..._ <,.. ._
<br />R
<br />-LO.o
<br />I I
<br />0.
<br />rr�
<br />extSAr-. C.%
<br />X 28.
<br />N
<br />SCALE! I t' = 40'
<br />DATUM: U.S.G.S.
<br />NOTE5 %
<br />1- loo year- cf „ ele%rZ+Iovl IS 33,5
<br />z- vAorm w5jeM IS %V%kerltM drainage zlnd
<br />C4144 P411-4,Cl Witt lot 4-u6�'CC+ to
<br />d2lHagc fGe .
<br />APpwOvED
<br />4:�. Tel r
<br />S. J, Co. F3UIL1) G- DEPT,
<br />APPwzwED l9lro
<br />WATERLOO- MOWA RUtaAL.. SIRE DIST.
<br />"Le."L
<br />17IB-1
<br />1 s fore : Construchion on Parcel I will Jae perm)&ed with private
<br />well and Septic -Lank- AJI other par:;els are required
<br />to have public water and sewers UJ -0 olz&ain a
<br />budding szerrns&,
<br />R = soyrlxo�e
<br />......_.....--•1111•-.",..-A..� . __."..._ <,.. ._
<br />R
<br />-LO.o
<br />I I
<br />0.
<br />'Leo.- .
<br />extSAr-. C.%
<br />X 28.
<br />J
<br />-
<br />1+11
<br />2s.o
<br />•%F
<br />x
<br />Seal with Rs -1 TeoK. Coat
<br />`1J•
<br />.I
<br />test hole
<br />Ot�eui�#
<br />IZ
<br />I
<br />,
<br />P+
<br />Fb•i1:�'
<br />_ s '
<br />aj
<br />l
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<br />1). X,
<br />��'
<br />4ti -lo' ESeP
<br />zv.ea
<br />'neo
<br />-
<br />r+ -i5' -
<br />of exts}. paving
<br />GonS}
<br />privew.y
<br />'L -I.1 'Lt3.o
<br />'t8 2
<br />'L1.1
<br />/ 0 lz'71 10.8
<br />P
<br />L +
<br />Q
<br />�e
<br />+`q,,C • Q IC Q
<br />G
<br />%toer
<br />6D a tiK y
<br />X
<br />PARCEL I
<br />28.4
<br />F
<br />-L-I.9
<br />cons+ruc+'ton s6oll conform fo
<br />Kzdama%ton board Permit}
<br />+ - `e
<br />-Ls-t 'Las
<br />Cont}• 2 - iZ S.D. v O.Op•2'(
<br />2e •I
<br />29. 4 -
<br />PARCEL
<br />PARCEL G
<br />28.9 -- 18.8
<br />PARCEL J
<br />uq' ' .iV ttX,�i•# oldextS+.oak-
<br />�t„3,43/' ,..�� to be rerviwed
<br />Coots}. D.I.:.- L1�1 L L UThi Fb.�
<br />44 - W'E6GP
<br />R =too' 26 4 l lir wa}er 28 5
<br />Service
<br />Cotta+
<br />Fire HydravA
<br />1 I I 2R.8
<br />PARCEL A
<br />ycylL) E
<br />PARCEL B ?I
<br />m �+I
<br />I
<br />r ckv-0 " Any fill refit ilreci In 3I
<br />road way +o mte lr 6 grade, L. -
<br />shall t g placed In 11" to in o
<br />layers io a Min. Reba}wG r s v
<br />CoWlfigG}IOn of 95%D
<br />I, an)
<br />LL
<br />15'-l0"ESCP r s
<br />I
<br />Cons+ C:) c..
<br />i4'-to"EtCP £
<br />S+tea}�5i9e. I W
<br />�"` Is X fa
<br />N P} l e.zsve ff -
<br />1
<br />Cons+.M.N. uteri ".-14 'i$.oq ..I A
<br />......_.....--•1111•-.",..-A..� . __."..._ <,.. ._
<br />R
<br />2i 53
<br />I I
<br />S
<br />a
<br />extSAr-. C.%
<br />F•L.. Za.L� Cons+. c�O6 2 ii .O.A
<br />J
<br />-
<br />1+11
<br />2s.o
<br />J.
<br />Seal with Rs -1 TeoK. Coat
<br />`1J•
<br />.I
<br />44
<br />IZ
<br />1
<br />,
<br />match 2xts+'m9 paving
<br />_ s '
<br />aj
<br />l
<br />ENV. *+ aria
<br />WW
<br />��'
<br />?
<br />zv.ea
<br />'neo
<br />-
<br />of exts}. paving
<br />GonS}
<br />fttl
<br />Consf f
<br />RemuVe storm pump and toPARCEL
<br />2x a select- grade D.F.
<br />G x 6"dense
<br />C
<br />ass Ftre Hydrant Fn
<br />eK15+, s+orwt Pond
<br />Yaly t
<br />O
<br />S{ru +ural grade
<br />2x,�
<br />,.
<br />r 1
<br />Bo+. el. 262
<br />�4f
<br />V
<br />t
<br />28.2 28.3
<br />Li
<br />L6'cc. I
<br />r� 1
<br />o,
<br />N°I•e: Bxr e-Me+a be as wide as s+ree}
<br />and be Qain+'ed yettow
<br />A L U
<br />a
<br />0
<br />0
<br />U
<br />2g.o
<br />r
<br />�1mt N V 28.9
<br />v � �
<br />- =-q cY t� 6t
<br />C l D -1'
<br />I y �JtN
<br />wage, learJ�llr,g P%+ Prez 0 0
<br />Con4tac4ol- sinztt i-aLe 11GGeSs3ry
<br />Frec,+►o�s vxcr +o dawl-aZe er I d
<br />�0 Q Q
<br />enccDack ah 11n1�, �Irea. ; o
<br />I �v
<br />0 28.8
<br />PARCEL F
<br />G
<br />U
<br />Q
<br />-ree} Note #2.
<br />x
<br />PARCEL H
<br />-Len- 28.3 2>�•s X81 Fre Hydrant
<br />Ci 20.$
<br />o
<br />o U
<br />N O PA RCEL D
<br />/exisk. elevw" ions 0-
<br />f/ PARCEL E -H
<br />` 5110A -S On
<br />Cons+. M.H. gravel-
<br />'LB,6 Wm �ro d`xts{ 26.1
<br />29.9
<br />Rtp-rap sha11 be factvn�9c�
<br />PRoFtLS R "
<br />class) places 6y tIACAr t d
<br />Bi Sec•}wn 12 S{andacd
<br />S pectFie a }t ons i j
<br />APPROVED •'-19-2,-,�- APPROVED /l/la . /8 19Z( revisions
<br />no. description date
<br />-
<br />S. J. Co. IRE WARDEN S.J. CO. DIRECTOR O PUBLIC WO KS
<br />Q 1
<br />no ox oixro xo. 000x cuwwp - -
<br />9
<br />t -IS/
<br />S. D. P. contractor has option to use 2eimPorced Concr-e&e
<br />Pipe 1 A.S. T. M. C?G-- Close 1U1 or Tran6i6e Storm
<br />Aram Pipe Close Ihl /200o fJ A.6•T. M. C ¢28
<br />E. S. C. P. fxtra strength concrete pine A.S.T. M. C Ig-
<br />A. C. P. Asbestos Cerneni Pipe A•S.T. M. C -2q4 Class 150
<br />D. 1. Storey) fJrain inlet
<br />So
<br />eo'
<br />30
<br />2"A.C. over 6"A•6.
<br />avid A.sE6
<br />see De{att For Ve4mzi Curb
<br />TYPICAL COMMERCIAL ST.
<br />STREET _
<br />Z
<br />TRAFFir- INPEx
<br />G'railel Zqutu-0ltnt
<br />Ha}F el Pl.
<br />S
<br />a
<br />W
<br />o
<br />J
<br />1P
<br />1+11
<br />2s.o
<br />J.
<br />`1J•
<br />.I
<br />44
<br />IZ
<br />1
<br />,
<br />a
<br />0
<br />0
<br />U
<br />2g.o
<br />r
<br />�1mt N V 28.9
<br />v � �
<br />- =-q cY t� 6t
<br />C l D -1'
<br />I y �JtN
<br />wage, learJ�llr,g P%+ Prez 0 0
<br />Con4tac4ol- sinztt i-aLe 11GGeSs3ry
<br />Frec,+►o�s vxcr +o dawl-aZe er I d
<br />�0 Q Q
<br />enccDack ah 11n1�, �Irea. ; o
<br />I �v
<br />0 28.8
<br />PARCEL F
<br />G
<br />U
<br />Q
<br />-ree} Note #2.
<br />x
<br />PARCEL H
<br />-Len- 28.3 2>�•s X81 Fre Hydrant
<br />Ci 20.$
<br />o
<br />o U
<br />N O PA RCEL D
<br />/exisk. elevw" ions 0-
<br />f/ PARCEL E -H
<br />` 5110A -S On
<br />Cons+. M.H. gravel-
<br />'LB,6 Wm �ro d`xts{ 26.1
<br />29.9
<br />Rtp-rap sha11 be factvn�9c�
<br />PRoFtLS R "
<br />class) places 6y tIACAr t d
<br />Bi Sec•}wn 12 S{andacd
<br />S pectFie a }t ons i j
<br />APPROVED •'-19-2,-,�- APPROVED /l/la . /8 19Z( revisions
<br />no. description date
<br />-
<br />S. J. Co. IRE WARDEN S.J. CO. DIRECTOR O PUBLIC WO KS
<br />Q 1
<br />no ox oixro xo. 000x cuwwp - -
<br />9
<br />t -IS/
<br />S. D. P. contractor has option to use 2eimPorced Concr-e&e
<br />Pipe 1 A.S. T. M. C?G-- Close 1U1 or Tran6i6e Storm
<br />Aram Pipe Close Ihl /200o fJ A.6•T. M. C ¢28
<br />E. S. C. P. fxtra strength concrete pine A.S.T. M. C Ig-
<br />A. C. P. Asbestos Cerneni Pipe A•S.T. M. C -2q4 Class 150
<br />D. 1. Storey) fJrain inlet
<br />So
<br />eo'
<br />30
<br />2"A.C. over 6"A•6.
<br />avid A.sE6
<br />see De{att For Ve4mzi Curb
<br />TYPICAL COMMERCIAL ST.
<br />STREET _
<br />R-VAI,UE
<br />TRAFFir- INPEx
<br />G'railel Zqutu-0ltnt
<br />Ha}F el Pl.
<br />9
<br />1 5.0 1
<br />Is,,
<br />PtGeol i Rd •
<br />ke
<br />5.0
<br />1+11
<br />MM
<br />ZL6n
<br />6„ z_o,
<br />Sof+ trus6 fintsin t„
<br />Trowel Pinish
<br />• a level (see a
<br />•'464d a
<br />Cushion
<br />Daae) Rodss
<br />spaced vvoo.e.
<br />VERTICAL CURB & GUTTER
<br />24", 30" or 36" a
<br />aL`
<br />L
<br />MAIN N.
<br />ST a �
<br />Y TYPICAL STREET SIGN
<br />x
<br />w
<br />F
<br />o Curb Face
<br />s
<br />c
<br />`IF, slrsa+ syn �`'•
<br />LaeaFton 94.
<br />Ile
<br />•I•I .
<br />•1 I� a
<br />Class"c' I -I' STREET SIGN POST
<br />cone 'I I LOCATION DETAIL
<br />I.•
<br />I+' a" -•i `T_
<br />one s}ree} sign is required
<br />TYPICAL a} each tn}et seeacton
<br />STREET SIGN INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />Reflecier Sign- CalM. Wo.hway Code
<br />h
<br />W'21 R Size tell x lei Yellow w�9
<br />Wgalv.lxl+s 3'418. yellow reflee+ors
<br />ti
<br />w washers
<br />s+ and
<br />• O
<br />00
<br />7
<br />O0O�O
<br />`1J•
<br />.I
<br />• O .
<br />aj
<br />�
<br />��'
<br />PsFleeirore sytmne+ctcatly
<br />2x a select- grade D.F.
<br />G x 6"dense
<br />surfaced ;our sides
<br />S{ru +ural grade
<br />tzdwd) surVwed d
<br />;our sides �+
<br />Li
<br />L6'cc. I
<br />r� 1
<br />TYPE A
<br />N°I•e: Bxr e-Me+a be as wide as s+ree}
<br />and be Qain+'ed yettow
<br />4+e d
<br />1
<br />5 using 7- Caa}s o ex riot, alky resin t -g oss enamel over a
<br />to compatible enmer.
<br />28.8 �' ao•w• �-0 29.o a�q �
<br />s.ss.a.o.� • r '�'$ BARRICADE FOR TERMINATING STREETS
<br />BENCH MARK' noll i c°^S+' "`\� Cons+' syPc A
<br />In power pole. Elev. 30.66 glow oqf Barrteade.
<br />WONG ENGINEERS fob no. Is66 WATERLOO -99 SERVICE AREA STOCKTON SHEET
<br />OI CIVIL ENGINEERING CONSULTANTS date JAN 76 CALIFORNIA
<br />243 E. CHANNEL ST., STOCKTON, CALIF. f. b. no.
<br />C,d 0 mmmai�nm drawn by STREET Sl UNDERGROUND IMPROVEMENT PLANS of TWO
<br />R.C.E. No. 14269 design
<br />checkFILE',
<br />I
<br />
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