|
NOTE S: 4 F1E4NF BARS 24 Z4 -12"-95-,> RECOMPACTED
<br />I. CONCRETE 250OP51 @ 25 DAY5 3/4" MAX. A(i&. NATIVE MATERIAL.
<br />2.4" SLUMP @ PI-AUN(G SITE.
<br />3, LIGHT BROOM FINISH. OD
<br />4. IMPERVIOUS MEM15RANE CURE VAL -F-Y GUTTrR DETAIL
<br />LEDENO
<br />t., NF%W ROADWAY
<br />q0"9 C- 5TING hPOT 1,SVAT10N
<br />X02 FIN15NIrn GRADE ELEVATION
<br />--- PROPP.RTY LINE
<br />— —o-- INSTALL STANDARD MON. PDX
<br />TREES 1"0 FZEMAIN
<br />TREES -'0 6E KEEmovED
<br />INDICATES -,vADr-P AWAL•5
<br />CURVE DATA CHART
<br />6UtuE
<br />RAOtUS
<br />DEL1A
<br />BEARING D14f
<br />LANL(rH
<br />A
<br />B
<br />20'
<br />50'
<br />50'
<br />50'
<br />40000,00"
<br />AI°'!4'�y"
<br />262°qq' lo''
<br />1 410 24' 0"
<br />N48000'00"E 2v,20'
<br />11,42
<br />Ngo°42`I&"�1 35•x'
<br />3fo.14'
<br />0
<br />D
<br />w,T X5,00'
<br />22135'
<br />1 N 20°42' 16" E 55,-34"
<br />36.14'
<br />E
<br />20'
<br />90°00' 00"
<br />N 45°00'o0" w i 26,28'
<br />31.421
<br />PAVEMENTCHART (D(RP-rEIz To 5oILs F2 rmr)
<br />,i -WET NAME
<br />TRAFFI6
<br />INDEX
<br />holt
<br />R -VALUE
<br />A.C.
<br />THI6KNESS
<br />LIFT f,
<br />THleKNE65
<br />A.B.
<br />4N16KNO3-$
<br />VOrf 6O4fEN ROAN
<br />/rv.0
<br />13
<br />2!/i'
<br />1 @2%I@3
<br />13"
<br />VON 605'fENpd_fERNAT
<br />lo.o
<br />13
<br />3°
<br />1(pVI@I°
<br />12''
<br />VON 404TEn GOURf
<br />4
<br />i3
<br />2"
<br />1@2"
<br />1 9i1
<br />Fa
<br />� N
<br />=40I
<br />A0 t
<br />° I ��fREGf FI�S�*IirlGlt♦ W/H(�I° bI�W AfzE-A TO 8E EXCAVATED v�0 \
<br />pe, % 10, AS PER SECTION GG N
<br />r.AHf �INif N�4 s o I.� / �o F3u1I-nlH4 �jEtB✓+�K uNE ilk \
<br />A -MOND OR6NArP —� s s� Qlv \�w
<br />5FF- NOTE 21 1 67 , t _ \
<br />p' PROPERTY 'WNB \ < � 14 v�
<br />/d
<br />IN6fALt TYPE N-'( $C.le(
<br />W 561,614 N, izD E q TO �' L _ 'b10.0&
<br />PLAN N4A-11 ° MON BOX SEE 5J 60 STD PIAN N4 A-9 u (oo t03k5 .
<br />II/O
<br />Di coNSTRucT 3>S OF VALLEY
<br />... �..'. - _ _._-. .� ... - Ism'. ``�:. •�
<br />GUTTER AS PER. DETAIL ABOVE . _ _ :;.' Ypl. 11
<br />ZA• Mei: dOX
<br />CALP
<br />b(IhfING UNDEKCIROUND — — — — — 6 — — — 101 f°0 • 'TjPE-'��' 41GN
<br />NPfRTFi _. IN'/fALL (b °
<br />1EikPHONE. GA6�E K16ER It\ / 'h18.8� d• REFER TO h. J. !. STrJ PLAN N. A-9
<br />O TO MRBLOGATED I /' +1 91.13 ON OST N COURT "0 -
<br />A5 RI`-QuIftE7 Fly G y
<br />UTILITYGO. �- " �U 5 •Oi�
<br />N6TAL�NOr A TNRO 4N hfRE -T !
<br />P 414N) REFERT h,J.40 yfD PLANN°All ' z71
<br />r Q // Q/ Q ALMOND OI�NAV2n - Q
<br />Z I I r C0' BU4,12IN4 SFsfF�ACK LINE / __-
<br />O
<br />2x00 ry +/
<br />K
<br />>v
<br />PLAN -VON 506T �N COURT
<br />SCALE: I"= 40'
<br />103 0
<br />102 x o
<br />101 q8 g
<br />100 ��-
<br />99 i
<br />9l
<br />95 16.90
<br />koo
<br />MATERIAL TO B9 EXCAVATED
<br />8 8
<br />-�' "� 9' ! 103
<br />)6Cv CENTERLINE GRAYIE 5= 1.�°VO Ir z.
<br />•�� 102.
<br />— ' tol. )01, o 101
<br />100
<br />�EXIH� GRouNv PlzoFll•E Q GENTrRVINE ,
<br />1 99
<br />46
<br />95
<br />FROF'i1. : VON 50, TEN (OUkT
<br />�6AW. - NOPZ, - I"= 401
<br />VERT — I'= 4'
<br />*_,
<br />M
<br />�6TION A -A (TYpiGAL)
<br />VON 606TEN COURT
<br />NO S6ALr
<br />i
<br />T
<br />17_ A SOILS REPORT WAS PREPARED BY J,H. KLEINFELDER &
<br />ASSOCIATES, DATED JANUARY 15,.1986, FILE NO. S-2568-13.
<br />18. THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />WITH P. G_ & E. AND THE TELEPHONE CO. FOR THE
<br />INSTALLATION OF THE REQUIRED UTILITIES, AND
<br />VERIFICATION OF SERVICE LOCATIONS.
<br />19_ CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL
<br />CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF
<br />EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT
<br />IS REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE
<br />TOTAL WORK. IF ANY DOUBT EXISTS TO THE INTENT OF THE
<br />PLANS, SPECIFIC DETAILS, CONSTRUCTION NOTES, OR IF THE
<br />CONTRACTOR REQUIRES ADDITIONAL INFORMATION, IT MUST BE
<br />CLARIFIED WITH SCHACK & QUARTAROLI PRIOR TO BIDDING, OR
<br />HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND
<br />WHAT IS EXCLUDED.
<br />20. CONTRACTOR AND SUB -CONTRACTORS USING PLANS STAMPED
<br />UNAPPROVED PLANS OR PRELIMINARY SHALL DO SO AT THEIR
<br />OWN RISK. SCHACK & QUARTAROLI WILL NOT BE HELD
<br />RESPONSIBLE FOR USAGE OF SUCH PLANS FOR CONSTRUCTION OF
<br />THIS PROJECT.
<br />21_ THE CONTINUING OF VON SOSTEN ROAD STORM
<br />WATER RUN-OFF ACROSS VON SOSTEN COURT AS
<br />SHOWN HEREON IS PER SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />501 50'
<br />25' t a5'
<br />9 I
<br />FINISHED 98.65 EXISTING GRADE PROFILE
<br />GRADE
<br />SECTION GG o
<br />5(ALE: HORIZ.- I"=10'
<br />VERT, - I" = I'
<br />10
<br />iXg
<br />O
<br />— MATERIAL TO BE EXCAVATED
<br />0 /I
<br />0
<br />9'I
<br />mLo
<br />0 o r�,cJCrssrpl,
<br />SECTION bD o
<br />SCALE: HORIZ,, 1"-10'
<br />VEFzT•- I"- I' 0 32158
<br />d
<br />,r
<br />e
<br />t6 AV$ a 4': 25
<br />DEPT. ul� r L,Aii�l'vdORKS,!
<br />0
<br />J
<br />P- V1
<br />an 1 N
<br />1 ;
<br />M !t
<br />z
<br />2
<br />1
<br />�1
<br />0
<br />Z
<br />n
<br />�
<br />O
<br />d
<br />r
<br />In b
<br />N
<br />w
<br />w Q
<br />di.
<br />z
<br />o
<br />7
<br />Q
<br />W
<br />u
<br />a
<br />�
<br />W
<br />W
<br />a
<br />J
<br />d
<br />a
<br />o
<br />a
<br />nzi
<br />�
<br />as
<br />0 < 1,5
<br />t h
<br />�
<br />n:
<br />-�' "� 9' ! 103
<br />)6Cv CENTERLINE GRAYIE 5= 1.�°VO Ir z.
<br />•�� 102.
<br />— ' tol. )01, o 101
<br />100
<br />�EXIH� GRouNv PlzoFll•E Q GENTrRVINE ,
<br />1 99
<br />46
<br />95
<br />FROF'i1. : VON 50, TEN (OUkT
<br />�6AW. - NOPZ, - I"= 401
<br />VERT — I'= 4'
<br />*_,
<br />M
<br />�6TION A -A (TYpiGAL)
<br />VON 606TEN COURT
<br />NO S6ALr
<br />i
<br />T
<br />17_ A SOILS REPORT WAS PREPARED BY J,H. KLEINFELDER &
<br />ASSOCIATES, DATED JANUARY 15,.1986, FILE NO. S-2568-13.
<br />18. THE OWNER OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />WITH P. G_ & E. AND THE TELEPHONE CO. FOR THE
<br />INSTALLATION OF THE REQUIRED UTILITIES, AND
<br />VERIFICATION OF SERVICE LOCATIONS.
<br />19_ CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL
<br />CAREFULLY EXAMINE THESE PLANS AND CAREFULLY REVIEW THE
<br />CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF
<br />EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT
<br />IS REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF THE
<br />TOTAL WORK. IF ANY DOUBT EXISTS TO THE INTENT OF THE
<br />PLANS, SPECIFIC DETAILS, CONSTRUCTION NOTES, OR IF THE
<br />CONTRACTOR REQUIRES ADDITIONAL INFORMATION, IT MUST BE
<br />CLARIFIED WITH SCHACK & QUARTAROLI PRIOR TO BIDDING, OR
<br />HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND
<br />WHAT IS EXCLUDED.
<br />20. CONTRACTOR AND SUB -CONTRACTORS USING PLANS STAMPED
<br />UNAPPROVED PLANS OR PRELIMINARY SHALL DO SO AT THEIR
<br />OWN RISK. SCHACK & QUARTAROLI WILL NOT BE HELD
<br />RESPONSIBLE FOR USAGE OF SUCH PLANS FOR CONSTRUCTION OF
<br />THIS PROJECT.
<br />21_ THE CONTINUING OF VON SOSTEN ROAD STORM
<br />WATER RUN-OFF ACROSS VON SOSTEN COURT AS
<br />SHOWN HEREON IS PER SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />501 50'
<br />25' t a5'
<br />9 I
<br />FINISHED 98.65 EXISTING GRADE PROFILE
<br />GRADE
<br />SECTION GG o
<br />5(ALE: HORIZ.- I"=10'
<br />VERT, - I" = I'
<br />10
<br />iXg
<br />O
<br />— MATERIAL TO BE EXCAVATED
<br />0 /I
<br />0
<br />9'I
<br />mLo
<br />0 o r�,cJCrssrpl,
<br />SECTION bD o
<br />SCALE: HORIZ,, 1"-10'
<br />VEFzT•- I"- I' 0 32158
<br />d
<br />,r
<br />e
<br />t6 AV$ a 4': 25
<br />DEPT. ul� r L,Aii�l'vdORKS,!
<br />0
<br />J
<br />P- V1
<br />an 1 N
<br />1 ;
<br />M !t
<br />�1m�t
<br />FEBICUAi;'f 1986
<br />M.a.
<br />S5 -130
<br />•ar E .;
<br />2
<br />0
<br />Z
<br />O
<br />W
<br />r
<br />a
<br />W
<br />a
<br />di.
<br />z
<br />o
<br />7
<br />Q
<br />W
<br />u
<br />a
<br />�
<br />W
<br />W
<br />a
<br />J
<br />d
<br />a
<br />o
<br />a
<br />nzi
<br />�
<br />as
<br />�
<br />/rMte
<br />W
<br />O
<br />�1m�t
<br />FEBICUAi;'f 1986
<br />M.a.
<br />S5 -130
<br />•ar E .;
<br />2
<br />Sie1
<br />r...
<br />rz
<br />I
<br />clu•�
<br />�1m�t
<br />FEBICUAi;'f 1986
<br />M.a.
<br />S5 -130
<br />•ar E .;
<br />2
<br />
|