|
b
<br />O h / o FFNCF TO RFdlf1IN
<br />) in 15 MPH 50.33 TOW Q
<br />NOT PUBLIC ROAD 3B FN 101aD19 FFNCF TO I�FYf1/N V 38
<br />/ 37.9 338.1- 5'(TYP.) 3�----� 37.7
<br />a / PUBLIC WELL 1
<br />MOV al/ +LOT B FOR LOT B
<br />PUBLIC WELL GRADING SEE I I I
<br />/ Ow38.5 DETAIL SHEET 3. 86' I
<br />a / 38.5 .1,37.9
<br />Oa 5 / • 2 QoTS / 1FO/ / l 20,000 S
<br />.F.
<br />0TOW/FLEACH FIELD
<br />REM EXFENCE y
<br />43h0I3 AREA
<br />37 `
<br />�3
<br />3�I
<br />a 83' /
<br />O PAD 39.0 15' 2�5' / 25 1
<br />0 00 L -- -------J 25'
<br />p ! \ o PAD 39.0
<br />l 1 2 3
<br />97'
<br />O
<br />7.9
<br />25'
<br />25'
<br />FX 5 " lYODD
<br />FFNCF TD
<br />97'
<br />II� 3`F38�----- - -
<br />-3�B 5'(TYP
<br />I 20,000 S.F.
<br />LEACH FI
<br />5'(TYP.) AREA;,.¢I
<br />3
<br />CONSTRUCT
<br />SO37O ho LA
<br />I �
<br />I I
<br />0
<br />25'
<br />L------------��
<br />96'
<br />6 137 9
<br />8.0 110' B2 _ _ _ _ _93 _3- - - _ 38� PAD 3s.o 3��� X100' g7� 100' 37 3 1 37 2
<br />- ONST. MASQNSY- - F
<br />Jm WALL DESIGN BY 5'(TYP.)� 25--------------1 ---------- 25' o PAD 39.0
<br />P.
<br />o OTHERS 5'(TYP.) 20,000 S.F. o0 I > 5'(TYP.) 0
<br />20,000 S.F. LEACH FIELD I I o
<br />w LEACH FIELD I I 5'(TYP.) AREA I M
<br />AREA a II I I
<br />I ' I l0M 20,000 S.F. a L
<br />Ml'O a u- 100 1 LEACH FIELD -cOl
<br />II 'o
<br />� I jII
<br />98
<br />AREAh
<br />o a >
<br />YA + J oMl I o p �I I 20,000 S.F. m> w ILi c,jw -j >, LEACH FIELD o z w I LO. DFGYNN/NC I J I o Iw AREA + J
<br />6 R_6FIl�1R�
<br />10 3.7 J 1 95, �v I I OD 10 90
<br />34.�L 6 1.3 1 134.2 3, 35.0 FL ITCH
<br />I H 33.4 9 33.9 3 A--
<br />7 OW X25,¢ GR3 I 34.5eF
<br />3 I ..L DITCH (TYP.) I I 34.733E 3E �FL DITCH_(TYP_) oa 1 5'(TYP.)------- 5'(TYP.) iw ---- 3.711 33.72-- -- 34.17 - --- 33.65 ----- to}- -- --34.21
<br />0.75%- -
<br />7 34.84
<br />jN C 6 a1 0.5% 0.50% 0.5%
<br />C 36.12 c�� 35.44 35.51 5.16 35.51 0.75% 3 .32 36.09 2
<br />TC 0 35.44 35.51 35.16 * 35.1 A 36.32 36.09
<br />I 0
<br />i0 8 T� 20 34.84 N, GR 0.5% 0.50% 32 5 0.5% 3 0.75% w 6 0.50%
<br />6 T. 33_6 ____ 34.2 _
<br />34.7 FL1.4% TC 32 - ---- 1-- 3------- - -- -- o� - 34_21
<br />33.72 37 3 34.1 �>- FL DITCH (TYP.) TOP OF DITCH � FL DITCH (TYP.) •
<br />��-�2 X3.5 _I ` 50' 50' _ _
<br />3 0 INSTALL VERaTCAL �- -
<br />25'
<br />L17.08
<br />'6.68
<br />37 68
<br />5 �YP - 34.4 34.1 34.5 35.1
<br />18 GATE
<br />�7. TOW CURB (TYP.)
<br />6.0 33.8 5'(TYP.) 5'(TYP.) TOP 36.7_ DWG.ER TID
<br />NO.
<br />53.0 TO
<br />20,000 S.F. D-12 &
<br />REMOVE I LEACH FIELD 5 / � 12 4
<br />AREA � I_ I 36 6 q
<br />100' I �I InGHANA ROAD (PRIVATE)I ;36' 36.
<br />0 7 0 370 2s' 1 6 5 1 1 37.0 20,000 S.F. 136.6 36 ONST. SJC 13e
<br />Q 3 3 3 I LEACH FIELD PAD 39.0 25 PAD 39.0 25' EROSION 1
<br />O I AREA 1 25' 25' DISCHARGE
<br />0)� I o0 0o STRUCTURE
<br />00 I PER STD.
<br />r PAD 39.0 I I 10 11 DWG. NO.0
<br />3~ L- 1 L J 100' 100' D-22 ZO
<br />=Z ------ --- SLOPE �n-
<br />�B __--� I I I I co H F
<br />1 I I I OMZ
<br />6 5 36 8 36 8 36.5 36.86 6 36 6 I I 36.6 1 136.5 o O I
<br />3 25' 25' 25' 25'
<br />0 o I U H W 136
<br />CONST. MASONRY 0 0 CONST. 6' HIGH CHAIN m Nir
<br />WALL DESIGN BY PAD 39.0 PAD 39.0 20,000 S.F. LINK FENCE W/ PLASTIC 260' X 131'
<br />OTHERS 20,000 S.F. LEACH FIELD SLATS AROUND POND
<br />LEACH FIELD I I CONSS.T. PON
<br />AREA NI AREA I I PER STD. DWG. NO. D-12 STANDARDS
<br />II I
<br />�I
<br />100,100 I I 20,000 S.F. 1 ;
<br />I I 5'(TYP.) 5'(TYP.)I I LEACH FIELD 5'(TYP.)
<br />20 ALONG
<br />SOUTH 5'(TYP,)�52'I I AREA
<br />o PROPERTY \ 50 4 I I I O
<br />LINE I• I 6 5'(TYP.)
<br />8� - - - - -1�6 - - 37.2 36 7 36 ' 37.2 1 nF. B 46 7 I ., 3� . 36 9- - 2Fr2- - - - - -37.3 L -.- - - -.-37.4
<br />16,
<br />FX
<br />9 'f6' lVDDD
<br />lZNCF TD
<br />/IFA1,/IN
<br />UNAUTHORIZED CHANGES AND USES:
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />V
<br />6' 7PODD
<br />FFNCF TO
<br />I�F�f,QIN ��,Q7��,y �00� �.ST�IT�LS; IIIilIT IllO. ,2
<br />>S >4
<br />LEACH FIELD AREA NOTES:
<br />LEACH FIELD AREAS ARE APPROXIMATE BASED
<br />ON INFORMATION FROM NITRATE LOADING STUDY
<br />AND AND SOIL SUITABILITY STUDY BY CHESNEY
<br />CONSULTING, DATED JANUARY 12, 2006,
<br />PROJECT NO. NLS -08.05. LEACH FIELD SHALL
<br />BE DESIGNED FOR EACH INDIVIDUAL HOUSE
<br />BASED ON RESIDENCE SIZE AND THE NUMBER
<br />OF BEDROOMS.
<br />REVISIONS
<br />>3
<br />I NO.I DESCRIPTION I DATE I BY I
<br />Z56 Z.r 6' 7yDDD FFNCF
<br />DFCIN FX IfRDIICAT IIlDN
<br />FFNCF TO YZIP I. ZV
<br />>.Z
<br />WRDI�CIIT
<br />IIIDN FFNCF
<br />TD / lf�klr9IN
<br />1>
<br />38.00
<br />PAV
<br />SCALE: ■1"=50'
<br />CONST. 110'
<br />OS BARRICADE PER
<br />IMPROVEMENT STD.
<br />DWG. NO. R-24
<br />HYDRAULIC
<br />GRADE LINE
<br />ELEVATION=33.80
<br />0
<br />r
<br />V Q
<br />R/W STREET R.O.W. R/W
<br />50'
<br />10' -25' 25' 10'
<br />P.U.E. 7' 6' 12' 12' 6' 7' P.U.E.
<br />19; 8% 2% 29; 8% 1
<br />8"A.B.J DITCH GRADE
<br />SHOULDER PER PLAN
<br />T.I. =5.0
<br />R=5.0 PRIVATE ROAD
<br />SEE SHEET 2
<br />50' STANDARD CROSS SECTION
<br />NOT TO SCALE
<br />z
<br />�X� LOT LINE �
<br />w
<br />0
<br />BUILDING ~
<br />PAD 0
<br />z
<br />Lu
<br />1% MIN. a Z
<br />SWALE N
<br />LOT LINE SLOPE 3:1 w
<br />TO FINISH
<br />GRADE
<br />T
<br />l4
<br />'.a r=
<br />-STREET CL -
<br />SECTION A -A
<br />TYPICAL LOT GRADING DETAIL NOT TO SCALE
<br />NOT TO SCALE
<br />POND CALCULATIONS:
<br />CL ELEVATION
<br />DESCRIPTION
<br />53.
<br />609,840 S.F. X 0.30 X 0.20=
<br />36,590
<br />a�TOW
<br />36.38
<br />43,560 S.F. X 0.30 X 0.20=
<br />8,712
<br />11ia
<br />2+31.03
<br />45,302
<br />IH
<br />2+50
<br />35.43
<br />5�
<br />fl v
<br />Q�pFESS/ON
<br />END VERTICAL CURB
<br />90,605
<br />Q
<br />�0z
<br />PROVIDED POND
<br />35.55
<br />5+80
<br />VOLUME= 91,750 C.F.
<br />BELOW
<br />6+00
<br />HYDRAULIC GRADE LINE.
<br />6+50
<br />`-' z
<br />7+00
<br />36.00
<br />w NO. 48717 m
<br />w��
<br />36.37
<br />BEG. VERTICAL CURB
<br />K EMRES, 9-30-2008
<br />36.56
<br />LOW POINT
<br />8+50
<br />sr9T C I V l \
<br />END BEG. VERTICAL CURB
<br />9+00
<br />36.33
<br />F OF Choi
<br />9+50
<br />36.96
<br />END VERTICAL CURB
<br />JOB NO.: 3553
<br />WONG ENGINEERS, INC.
<br />DATE: JULY 2007
<br />16,
<br />FX
<br />9 'f6' lVDDD
<br />lZNCF TD
<br />/IFA1,/IN
<br />UNAUTHORIZED CHANGES AND USES:
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />V
<br />6' 7PODD
<br />FFNCF TO
<br />I�F�f,QIN ��,Q7��,y �00� �.ST�IT�LS; IIIilIT IllO. ,2
<br />>S >4
<br />LEACH FIELD AREA NOTES:
<br />LEACH FIELD AREAS ARE APPROXIMATE BASED
<br />ON INFORMATION FROM NITRATE LOADING STUDY
<br />AND AND SOIL SUITABILITY STUDY BY CHESNEY
<br />CONSULTING, DATED JANUARY 12, 2006,
<br />PROJECT NO. NLS -08.05. LEACH FIELD SHALL
<br />BE DESIGNED FOR EACH INDIVIDUAL HOUSE
<br />BASED ON RESIDENCE SIZE AND THE NUMBER
<br />OF BEDROOMS.
<br />REVISIONS
<br />>3
<br />I NO.I DESCRIPTION I DATE I BY I
<br />Z56 Z.r 6' 7yDDD FFNCF
<br />DFCIN FX IfRDIICAT IIlDN
<br />FFNCF TO YZIP I. ZV
<br />>.Z
<br />WRDI�CIIT
<br />IIIDN FFNCF
<br />TD / lf�klr9IN
<br />1>
<br />38.00
<br />PAV
<br />SCALE: ■1"=50'
<br />CONST. 110'
<br />OS BARRICADE PER
<br />IMPROVEMENT STD.
<br />DWG. NO. R-24
<br />HYDRAULIC
<br />GRADE LINE
<br />ELEVATION=33.80
<br />0
<br />r
<br />V Q
<br />R/W STREET R.O.W. R/W
<br />50'
<br />10' -25' 25' 10'
<br />P.U.E. 7' 6' 12' 12' 6' 7' P.U.E.
<br />19; 8% 2% 29; 8% 1
<br />8"A.B.J DITCH GRADE
<br />SHOULDER PER PLAN
<br />T.I. =5.0
<br />R=5.0 PRIVATE ROAD
<br />SEE SHEET 2
<br />50' STANDARD CROSS SECTION
<br />NOT TO SCALE
<br />z
<br />�X� LOT LINE �
<br />w
<br />0
<br />BUILDING ~
<br />PAD 0
<br />z
<br />Lu
<br />1% MIN. a Z
<br />SWALE N
<br />LOT LINE SLOPE 3:1 w
<br />TO FINISH
<br />GRADE
<br />T
<br />l4
<br />'.a r=
<br />-STREET CL -
<br />SECTION A -A
<br />TYPICAL LOT GRADING DETAIL NOT TO SCALE
<br />NOT TO SCALE
<br />POND CALCULATIONS:
<br />CL ELEVATION
<br />DESCRIPTION
<br />1+00
<br />609,840 S.F. X 0.30 X 0.20=
<br />36,590
<br />C.F.
<br />36.38
<br />43,560 S.F. X 0.30 X 0.20=
<br />8,712
<br />C.F.
<br />2+31.03
<br />45,302
<br />C.F.
<br />2+50
<br />35.43
<br />X 2
<br />3+00
<br />Q�pFESS/ON
<br />END VERTICAL CURB
<br />90,605
<br />C.F.
<br />O RY c 9�
<br />PROVIDED POND
<br />35.55
<br />5+80
<br />VOLUME= 91,750 C.F.
<br />BELOW
<br />6+00
<br />HYDRAULIC GRADE LINE.
<br />6+50
<br />`-' z
<br />7+00
<br />36.00
<br />w NO. 48717 m
<br />7+50
<br />36.37
<br />BEG. VERTICAL CURB
<br />K EMRES, 9-30-2008
<br />36.56
<br />LOW POINT
<br />8+50
<br />sr9T C I V l \
<br />END BEG. VERTICAL CURB
<br />9+00
<br />36.33
<br />F OF Choi
<br />9+50
<br />36.96
<br />END VERTICAL CURB
<br />JOB NO.: 3553
<br />WONG ENGINEERS, INC.
<br />DATE: JULY 2007
<br />jj PLANNING ENGINEERING SURVEYING
<br />SCALE: 1"=50'
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />I
<br />j�IJ{j STOCKTON, CALIFORNIA (209)476-0011
<br />I
<br />DATE 07 13 07
<br />R.C. E. 48717
<br />DRAYMI• EMW AA JK
<br />DESIGN: WE
<br />CHECKED: ZCW
<br />1. THE CONTRACTOR SHALL GET A BUILDING PERMIT
<br />PRIOR TO CONSTRUCTION OF MASONARY WALL.
<br />2. CONTRACTOR TO GET APPROVAL FROM SAN JOAQUIN
<br />COUNTY COMMUNITY DEVELOPMENT PRIOR TO
<br />REMOVAL OF TREES.
<br />13.90'
<br />EIXSTING
<br />ROAD
<br />MASONRY WALL
<br />DESIGN BY
<br />OTHERS
<br />2.34
<br />5.54' 7.52'
<br />EXISTING
<br />HIGHWAY 99 DITCH
<br />FRONTAGE ROAD
<br />SECTION B -B
<br />NOT TO SCALE
<br />VFRTICAl CARR TART F
<br />7.28'
<br />10' LANDSCAPING
<br />TY LINE
<br />STA
<br />CL ELEVATION
<br />DESCRIPTION
<br />1+00
<br />37.40
<br />BEG. VERTICAL CURB
<br />1+50
<br />36.38
<br />2+00
<br />35.72
<br />2+31.03
<br />35.43
<br />LOW POINT
<br />2+50
<br />35.43
<br />3+00
<br />35.50
<br />END VERTICAL CURB
<br />5+00
<br />35.50
<br />BEG. VERTICAL CURB
<br />5+50
<br />35.55
<br />5+80
<br />35.40
<br />LOW POINT
<br />6+00
<br />35.46
<br />6+50
<br />35.68
<br />7+00
<br />36.00
<br />END VERTICAL CURB
<br />7+50
<br />36.37
<br />BEG. VERTICAL CURB
<br />8+00
<br />36.56
<br />LOW POINT
<br />8+50
<br />36.37
<br />END BEG. VERTICAL CURB
<br />9+00
<br />36.33
<br />LOW POINT
<br />9+50
<br />36.96
<br />END VERTICAL CURB
<br />LAS PALMAS ESTATES
<br />GRADING PLAN
<br />800-227-26001
<br />rn
<br />3
<br />'v
<br />0
<br />Cr
<br />0
<br />0
<br />�i
<br />M
<br />0
<br />0
<br />I
<br />i
<br />0
<br />>
<br />0
<br />of
<br />a
<br />m
<br />/
<br />z
<br />z
<br />w
<br />w
<br />0
<br />a
<br />.3
<br />0
<br />0
<br />M o
<br />LO I
<br />0 0)
<br />n 0
<br />/ I
<br />N O
<br />X48 HOURS PR/OR TO WORK OPERA
<br />SAN JOAQUIN COUNTY
<br />CALIFORNIA
<br />SHEET
<br />4
<br />OF FIFTEEN
<br />FILE
<br />
|