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APPROVE
<br />N o+'e_ -
<br />See Cfacncral IJo+,c Kla M
<br />re9ardind Dralhage 5,.,�atc '"�
<br />96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 III 112 113 114 115 Ile 117 ; 170
<br />PROSPECT ® ,.�. PLA E 1 169
<br />S.L. T-«
<br />95 �- `
<br />S W
<br />9 x 85 74 73 72 129 128 127 126 126 124 123 122 121 120 119 118 p Z 167
<br /><� o-��J \\ 71 I
<br />84
<br />93 � 75 O 70 Q 166
<br />�\ 92 �p 83 69 130 131 132 133 134 135 136 137 138 139
<br />F \ 8276 165
<br />F � PA Kp LE _.� DR VE � �+
<br />T �
<br />2 91 81 77
<br />90 s...
<br />\
<br />80 78 \ ��� $ . + 89 147 � �F6.4
<br />79"' �140
<br />141 142 143 144 145 146 3 1
<br />88 =4 148 163
<br />86
<br />74
<br />16
<br />X74
<br />CONSTRUCTION
<br />,� . •- t�,t 149
<br />7('• /�\ \/\/ 556 150
<br />/ /X // \� /tin / J ... 151
<br />\� r'.:•AR CREEKj i.�'- `vI:L'Z III::.,.: •`
<br />' ••' •' •: ..: •.:
<br />J
<br />O 162
<br />z
<br />le
<br />0
<br />}:r •,.,
<br />152 Iso
<br />153 159
<br />KEY MAP
<br />QUANTITIES
<br />157
<br />7-7 ...�, I 156
<br />� I •i I Y
<br />oa 155
<br />134
<br />L;
<br />—�W 7
<br />JUNK AV NUE
<br />STREET SYSTEM
<br />SANITAFRY St=WI=R SYS75M
<br />j � •� G�
<br />APPR VEO / 1976
<br />Roadway 6xcOva+ion
<br />LUMP SUM
<br />811 t/cQ c- -7007
<br />77&
<br />LP•
<br />Cornpacf Original Ground
<br />(47,330 Sla
<br />—rrn:
<br />O° VCP C-700
<br />3,0710
<br />LF
<br />Sand (GG * S Sulo bags)---
<br />-T
<br />550
<br />Standard Sanit-an-1 S¢wv- Manhole
<br />Sawal-
<br />I I
<br />38
<br />Ea.
<br />AsPhglt Concrat2- pd"'3"
<br />147,330sF.
<br />Sanitary S¢rvic.05
<br />Duals,
<br />A�cjr¢go+2 1�GSa -C1.
<br />-+i l Garb
<br />b,43o Th.
<br />I, 31 LP
<br />Zro
<br />Singla5
<br />V i Typa Gu•1-tar
<br />5avai Tyypa, Gurb 4 Guttar----------
<br />(v,-lo5 LF
<br />Sida,wali<----__—____._-_ _-_____-
<br />2B, 132 SF
<br />Surv¢yMonurnari+s
<br />— 12 6a
<br />S+r-a2signs
<br />t
<br />Ba.
<br />t= End Bar-ricad¢
<br />2 Ea•
<br />G Ft-. Fancoa,
<br />84-1 LF
<br />S'rOr<M t7RAlN SYSTEM
<br />WAT15K Sys=M
<br />fait ACP G1.772
<br />I,obO LF
<br />811 AGP GI. 150
<br />— 1,(oi(o
<br />Lr -
<br />150 Art- Cf, iii—
<br />•SSz LF
<br />511 Valva
<br />4
<br />Ea,
<br />12-0 ACP C.I, =
<br />"S L(=
<br />G" AGF- Gl, Iso
<br />f,&&2.
<br />LF
<br />to$ AGP Cf. 1=
<br />SZ8 LF•
<br />Coo valva,
<br />l0
<br />Ea,
<br />S-I-andol-d S+nrm iPrain Manhata
<br />F-0.Fi-¢
<br />II u
<br />Hydran•i•(Rich Gangar �O)
<br />(2,
<br />Ea.
<br />Srda Iril6-(-
<br />81owo-4
<br />2
<br />e.3 ,
<br />Drop Inln.-1- CO'1c.� t�Gs'�n
<br />'L �•c1
<br />iNa•(••Q.r s¢rVIGQ.S
<br />ICJ'L
<br />SInG1125
<br />1.1 O T
<br />Quont- -J-id5 listad ar-a for •I -h2
<br />ue
<br />purpose c4- a.5+•irrra+•in and -For- +ha sof +ha,
<br />-ho
<br />bl
<br />Puic Works »dPari-Mdn+ onTha
<br />ly
<br />Contractor hall rd,-Far-a
<br />s
<br />tha• Pru�scll F=Orm
<br />Prl- i+arrl5 of �oriSll-uG+-ion +r3 bm
<br />usad in +ha
<br />LINO. 1. _DATE REVISIONS BY DESIGN -Th DRAWN BY ICM •
<br />lioriz.: I"= 5' 1 Scala ^- /art- : 10=5'
<br />X00'
<br />30 , 4
<br />3 7 20' 20' 7' 3'
<br />G,G�S- - d" A99r¢9ai-¢ bas¢- 2"Asphaltic cont. �
<br />5de.+¢' T 9
<br />I Glass IL 6% corrlpGti
<br />aon Typa '15"
<br />Q%Gros5 Slopa 2% Gross Slop¢
<br />j- —'
<br />i,
<br />311 sand cushion o�r+ar �G°- 9�9. R.G. Com,Pac+ad O.G.
<br />full corn Pat+ion.
<br />PARKDALE DRIVE 5 OAK KNOLL AVENUE
<br />-------- 25' — 25 --
<br />2' -7 2'
<br />40Aci m9a+e bass- 2"ASPNgIt(c cont. I
<br />sac, Detail-� CALM II 959•- e",
<br />Sha, er+ '7 ry%Gross Slapa 22-1 Grass Slop¢
<br />- �5 /o
<br />3"s4nd cushion a'Ftr a ° K -C-, Com Pact¢c{ 0.6.
<br />-Full compac+ion
<br />COOUILLE DRIVE. LOCKEWOOD LANES PROSPECT PLACE
<br />T- ,
<br />hZoad dol
<br />i'
<br />F-ar"ca -
<br />Sq -a, f7a+•ait-
<br />Exi�^1.i c�icj¢ o� �2ilA5phaltlG • �S' ,i O
<br />�37vMin, SIopa -Lk-
<br />_
<br />'Cou- 95 .� Steri liza. -
<br />t2G Corn�a�-raid O,6• Sa.2 S a,oS.
<br />NA 4-" A a+a base- Curb- P
<br />Goss�s9. corripac+ion Sad Da+ail =
<br />3" Sand a4+¢r --�u l l 5ha.o t -t
<br />Goer t-ac,h crt L7
<br />GENERAL NOTES
<br />1. All /51
<br />All work s1-110lt fo +HOh Impro.icLmdr�t S+crl!dards 7. Lo+ radiaq shall bd cornpl¢+}dd ba4-0r-m 5+ar+inc� any
<br />qrS SQa Gifi'Ga+ion5, D ori trio nt- of Pt,btic Wo -ICs, San undcy�rountf cons I ruG hon, sizi-+c> +c 0+1 --ac, 43radin9 plgn
<br />Jaoclu,n County.
<br />8. Wa+ar usad in any phases a+- construction, sur -H as bac(t-
<br />2.
<br />1*- +o +ha final map of +his sb
<br />udfor- ivision all Carit•- fm
<br />arill cor-ccc+-ion, dust- control, F25+'1n9, er other work F-I¢r¢-
<br />lina crud Fpropar-ty Lina dotes, in rd9uir¢d, shall b¢ includad in +ha unit- t=r•ica or- IurnP
<br />sum bid for +ha t-2sPac+ivd i-+�zrrr c4- canstruc+ion,
<br />3. 6aumbacf-I 10Piazza (Bncjinamr) shall ser+ cell survdy cantrol5
<br />and cons+ruc+ion stnk-as ndCmssory -For compt¢fiion o -F 9. Cor7+t-o6tor agr¢as +ha+- h¢ shall cassuma, sola and cprnplatc
<br />work. Tha cwntr-ac+or shall ba r12sPonsibla -For +h2 press- tz25pon-sibili+ -Far- ob site condi-hgris during +-ha coursq
<br />¢rva+ion o'F all survdy and construction stnkd5• Sur-vaij o� eonstnuG�ion of this projac,+, ineludiriqc� saf¢ty -For all parsons
<br />and canstr•uc+lon St -o aS +hat ar-a los+ or d¢s+royad du¢ and pr+or-art-q; +•ties+ this ra9uir-aman+ dhall 131,'Iy con+inucusly
<br />+o +-h2 Cor"tmor,+or-'s na4ligan,✓2 will ba. t-czGa+ by +h2 and nof- ba limi+tzd +a normal working hour-5and +hat 4 -Ind
<br />erigirlaar- a+- +ha shall indamriify r and Hc(d +Ha ownar and
<br />+hm �n inaar harmldSS F"om an ono oII frabilit��{{razad
<br />, l an
<br />.4r
<br />Tha axis*h und¢r-ground utilitias ares plot+2d +rorrl availobla allv�{dd9in conndc+inn wi+h •+•f -i¢ yP¢r^Formanc2 0� work on
<br />r¢cords, fna Gon-h-actor Shall -I-aka prrzcautiona rnaas- +his Pro�¢ct-� mxc¢p+-ins{ 'Frere liobili+•y arisincj -Frurn the selm
<br />ui-as +v pr-o+aG+ +h¢Sa, utilitiizS. 7 -ha na 3li9¢ncz o -F +ha OcLn¢r or + Ha, Ercjin22r.
<br />no axcava+ion until till utility (f:igdricias haves b2on
<br />izv,n -tha opporturil+y +n mark 4 -hair- +acilitias in +ha lo. All work w',1� be t�qui-<zci 10 bQ tnspQc+ted by S. a. co.
<br />cE' Pub\'�c Wcrtics or,d i-ha•1 }h¢ C�¢ac��-+mczc�� �hcsll
<br />b� c.o-1-','f-'t2ci coo} 1a..s's-1•hac� '�4 hours icy cdvuncc� c��
<br />5. 411 rnanhold5 -hp b¢ sat flush uiithl finish c3racla urllass comm¢ comma i cr wo��.
<br />o•+har•wisa indioatad•
<br />11. Grading 4o bt Provided 4,- Public U+itifj Trenchirnq as rectulved b,
<br />ro. All Lua+ar- lin¢s Shall hova o 'minimurn cc- o'F• 3 -v 11+i1it' Cq:- pc,"�t.
<br />12. Exts+. dminacle Swate in v+cine+y of lois 10 10 1?o +o be regraded •(-o
<br />provide c{valnage -From +kIs area +-o r5ear Cree k,
<br />"
<br />NTED ON DIEPO NO. IODOH CLEARPRINT
<br />j � •� G�
<br />APPR VEO / 1976
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368.8098
<br />BEAR CREEK I ERRACE7 ii I NO, 2
<br />SUBDIVISION IMPROVEMENTS
<br />KEY SHEET
<br />SHEET of Q
<br />JOB NO. iss�V
<br />APPROVED BY
<br />R.C.E. �2G 8S DATE 7 -3o -7(i
<br />FILE
<br />N0.
<br />SAN JOAQUIN COUNTY RECTOR OF PUBLIC WORKS
<br />NTED ON DIEPO NO. IODOH CLEARPRINT
<br />
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