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•Y
<br />_C�PP
<br />38.46 VINES o o 38.75 0 38.44 0 38.15 0 38.37 0 38.56 0 38.61 o 38.47 o 38.28 0 38.00 0 37.96 0 38.17 G 37.54
<br />G G G G G G G G G G G G
<br />38.52 VINES o 0 38.04 G 0 37.86 0 37.
<br />0 38.49 0 38.69 G o 38.50 G o 38.410 38.56 G 38.50 38 52 G 38.54oG 38.80GG8 67 0 38.533G 29 Go 38 45 G 27G 0 38 28 G 0 38 41 G 1 40.50 0 40.53
<br />38.69 VINES o G 0 38.85 0 38.74 G 0 •gpG G 3388 G G
<br />G 0 37.81 G o 37.61 G o 37.98 G o 37.80 G o 37.73 G 0 37.58 G o 37.37 0 37.27 G g 37:6 G G
<br />38.65 VINES I o EXTEND PAD GRADE 1.5' PAST PL G
<br />0
<br />,p G O \(13945
<br />8 G o .44 0 39. G o 39.42 G 0 9.97 0 9 0 0 39.84G0 39.96G 40.06 G
<br />PINE a 117 300 I�� o e3 G �� �s 9LI ITS I 39.2 I I 7AO `S �� `� 59
<br />38.8 39.0 39.3 39.6 E9. I C9� I C9�
<br />REMOVE SIANDPIPE 38.90 VINES 0 38.99G'�a'� 9G ''» L'':
<br />A IRRIGATION LINES ��' UMP ° �0o411.GE 115 G 114 113 RIVERWOpD I DRIVE
<br />ABANDON PUMP S 39.72G o 39.7 G o 39.75 G A
<br />SEE CONSTRUCTION
<br />j O 3�s•b& G- 40 - �r3 .35 G �'r38.17 G X37.98 - 38.03 �0� g10 y1 0�
<br />38.77 VINES 38.66 G o 8.
<br />NOTES I2. '� - - �' PU. -`�- - - - - _- - -
<br />'
<br />EXISTING CONTOUR
<br />r�
<br />118 °o
<br />STORM DRAIN TYPE 1 MAINTENANCE HOLE
<br />t 40.72
<br />+3,
<br />38.86 VINES
<br />FLOW DIRECTION & SIZE OF STORM
<br />38.82
<br />BACK OF WALK ELEVATION
<br />PP
<br />POWER POLE
<br />Mep .y G
<br />GUY ANCHOR
<br />CICB
<br />CURB INLET CATCH BASIN
<br />LP
<br />G
<br />SDMH O
<br />EXISTING STORM TYPE 1 MAINTENANCE HOLE
<br />G.B.
<br />GRADE BREAK
<br />®
<br />EXISTING FLOW DIRECTION & SIZE OF STORM
<br />�-+ I
<br />TOP OF CURB
<br />119 ss�
<br />O
<br />PUBLIC UTILITY EASEMENT WITH WIDTH
<br />B.C.
<br />BEGIN CURVE
<br />W 38.96 VINES o
<br />END CURVE
<br />o 38.66 0 •4
<br />BEGIN CURB RETURN
<br />E.C.R.
<br />G
<br />39.0 LU
<br />I0`.0
<br />- - -CL- --
<br />CENTERLINE
<br />6
<br />HANDICAP RAMP
<br />lA^VI
<br />V 3902VINES I
<br />RIGHT OF WAY
<br />�y�
<br />g I0.
<br />EXISTING
<br />39,6
<br />BUILDING PAD ELEVATION
<br />P. _4r -
<br />0 38.41 8 o 37.83 0 38.02 0 38.08 -
<br />c9�OVIIP.U_ - - -
<br />_ �-
<br />LINE ��op -°�f stis�
<br />3111 IIII
<br />o 39.01 109 0 39.G71100 9.221110 39.20112 39.68 $� ( III III .....
<br />38.8 39.1 39.3
<br />�- II
<br />VINE 0 38.90 1 3 r 0 38.12 0 .6 9S 19.\
<br />LIAtrTs �I G G �\O, ..... ... III
<br />38.97 VINES b `dee c� 2 Z D 108 90 39.3 \ 39.3 C9. 4 1 I -
<br />� C � • � C � O� la I� 14
<br />36"1IWD 38.8 0 87 7. 5 ��•" a.60 3q
<br />PUMP SHED SP 121 �� ��0 10 7
<br />PP -0- I -
<br />•e n: e -
<br />WI DRIFT
<br />0 1 0 38.51 0 13y o .8 01 0 37.75 0 39.0 6 es 1� I
<br />a G O G i � 1 G � es
<br />o. �:::';� \ m
<br />122�eg8 106 38. \ \ 39.0
<br />o� 8 C� �. / ::.. IIII �I--
<br />~ ��6.8G 3' \ \ X61
<br />0 D G8 39.0 �' O IIII III
<br />38.09 G o 0 3a.7o \ \ \ \ o 3$e 38.8 I 11 Q
<br />GATE
<br />3yle�� 105 3gl�o, / E •�...:.. I 12
<br />123 0 8.44 36.46 39.6 ....... ISI
<br />0 3 . OG �0' 39.02 3 .8 G G`7 G C9. =1
<br />2
<br />3 .
<br />w \ �� 104 �g \ 391_ _ IIII III I
<br />3 � 37.48
<br />3 6 G 39.0 0 `�`� 39.4 40.42 \ / 3`i III III I
<br />\ O o 39 61 o G 39.4 .:•'•• •:• 8O II
<br />�0 0 38.86 G \G G .97 G �� �9� IIII I -...
<br />38. G 39.2 37,8BOW 103 3g8\�, IIII III
<br />w III
<br />� 9.G G 125 \ 39.5 \ 6\ 39.4 383 N ::: 37.6 III II'
<br />10 y 038 \\ :.:... --
<br />V d 348 G N \ BOW II I
<br />36. 3e. ::. M �97 ��� 1
<br />d 126 '\G qq jj \
<br />EXISTGROLIND f+� /�G 3e 8 :8.11 //��� //� .......
<br />38. G o 38.
<br />.0 98 G �0 �� c \\j0 1 K / \ /
<br />�,ij 4 G X00` .� O \,'( /• o? Mid) \ t..
<br />39.4
<br />o 38.03 Z M�� N /
<br />SECTION A- A `' 127 Nj ���� \\ \ II /
<br />ROT TO SCALE 38. G 11)"M ......
<br />51
<br />\� \\ ,\ / /
<br />39.8 31 - ... \��O \ \
<br />39.99 G 38.3 37.72\ BO
<br />C8 �\o
<br />Cb
<br />37.65 BO
<br />39.0 \ ( .... .... ...
<br />C
<br />INDEMNITY CLAUSE
<br />The Contractor agrees that he shall assume sole and complete responsibility for job site conditions during
<br />the course of construction of this project; that this requirement shall apply continuously and not be limited \ \\\
<br />to normal working hours; and that the Contractor shall defend, indemnify and hold harmless, the County of /
<br />San Joaquin, its elected officials, employees, agents, also the owner and project engineer from any and all
<br />claims of litigation, damages and attorney's fees, for personal injury or property damage of whatever nature
<br />which are claimed to have occurred during the term of this project.
<br />CONSTRUCTION STAKING LIABILITY WAIVER
<br />These Improvement Plans have been prepared with the intent that the firm of Baumbach & Piazza, Inc. will
<br />be performing the construction staking for the complete project. If, however, another engine" and/or
<br />surveying firm should be employed to use these plans for the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not assume any responsibility for errrors or omissions
<br />if any, which might occur and which could have been avoided, corrected or mitigated if Baumbach & Piazza,
<br />Inc. had performed the staking work, or if Baumbach & Piazza, Inc. had been contacted prior to staking
<br />regarding any questions of ambiguity in the plans, interpretation of the plans, or engineering inconsistencies
<br />These Improvement Plans have been prepared with the intent that the firm of Baumbach & Piazza, Inc. will
<br />contained in these plans.
<br />8888-SBG.DWG
<br />LEGEND
<br />-- 3o
<br />EXISTING CONTOUR
<br />SDMH O
<br />STORM DRAIN TYPE 1 MAINTENANCE HOLE
<br />t 40.72
<br />EXISTING GROUND ELEVATION
<br />®
<br />FLOW DIRECTION & SIZE OF STORM
<br />BOW 38.10
<br />BACK OF WALK ELEVATION
<br />PP
<br />POWER POLE
<br />GUY ANCHOR
<br />CICB
<br />CURB INLET CATCH BASIN
<br />LP
<br />LOW POINT
<br />SDMH O
<br />EXISTING STORM TYPE 1 MAINTENANCE HOLE
<br />G.B.
<br />GRADE BREAK
<br />®
<br />EXISTING FLOW DIRECTION & SIZE OF STORM
<br />TC
<br />TOP OF CURB
<br />5' P.U.E.
<br />PUBLIC UTILITY EASEMENT WITH WIDTH
<br />B.C.
<br />BEGIN CURVE
<br />E.C.
<br />END CURVE
<br />B.C.R.
<br />BEGIN CURB RETURN
<br />E.C.R.
<br />END CURB RETURN
<br />H.P.
<br />HIGH POINT
<br />- - -CL- --
<br />CENTERLINE
<br />LIU
<br />HANDICAP RAMP
<br />R/W
<br />RIGHT OF WAY
<br />EXIST. or EX.
<br />EXISTING
<br />39,6
<br />BUILDING PAD ELEVATION
<br />C9:6:]
<br />EXISTING BUILDING PAD ELEVATION
<br />Mo. 0276,. ,...
<br />FAP, 3,,si-o0 ,-
<br />zfn
<br />o
<br />N
<br />WINTERIZATION NOTES
<br />It is the intent of the Owner that lot erosion and silt entering
<br />the Storm Drain System be kept to a minimum. Therefore the
<br />the Contractor shall:
<br />1. New Catch Basin or Storm Drain Laterals will be sealed with
<br />sandbags or plugged until the roads are paved.
<br />2. Prior to acceptance of the project, or the onset of the
<br />rainy season, whichever comes first, the Contactor will:
<br />a. Plow or rip all lots (within the hinge line) to a depth
<br />of 4 to 6 inches (building pad area only).
<br />b. Install catch basin filter screens on all CICB's.
<br />(Watersweeper or equal)
<br />DUST CONTROL NOTES
<br />1. Dust control is the Contractor's sole responsibility when working
<br />on-site. When the projecthas been released to the utility companies,
<br />the Contractor's responsibility is to water the site Tuesdays and
<br />Fridays. The above work shall be included in the bid. The Contractor shall
<br />also water the site, as an extra, when requested by the County or
<br />the Owner.
<br />2. All motors shall be kept properly tuned and maintained.
<br />3. Earth moving activities shall cease if wind exceeds 20 MPH.
<br />4. On-site vehicle speeds shall be limited to 15 MPH.
<br />GRADING NOTES:
<br />1. All earthwork, grading and other construction per these plans, shall be
<br />done in accordance with the Geotechnical Report prepared for "1RNDIIOOD
<br />SUBDIVISION" by Anderson and Associates, their file number 591118,
<br />dated May 8, 1991.
<br />2. THE CONTRACTOR SHALL coordinate his work with Anderson and Associates
<br />to insure that adequate compaction tests are taken. The costs of re -tests
<br />shall be borne by the Contractor. Compaction tests to be submitted to County to verity
<br />compliance with soils report.
<br />3. All subdivision grading shall conform to U.B.C. (1988) Chapter 29 and 70.
<br />4. Compact all building pads to 90% RC.
<br />CONSTRUCTION NOTES:
<br />1. Remove standpipe and underground irrigation lines. Known irrigation line
<br />runs southeast from standpipe; others may exist.
<br />2. Pump to be abandoned per County Standards. See Key Sheet, Notejl33.
<br />\ yp
<br />..7
<br />to' Building Pad W1 o
<br />u D
<br />tore F111
<br />12' Pad Elevation 'A
<br />omails
<br />Huil�er � � Pdd Levt/
<br />Street Grade Break
<br />C.G &. S. -F} Typical lot Cem 9*Wm
<br />(No Scale)
<br />B�
<br />-NOTE: Localized Lot Grading to
<br />be done by Building Contractor
<br />r � � t '`•' I � r'�
<br />BLDG. PAD = .r't : BLDG. PAD
<br />v,
<br />5 ?Bldg Pad El V. 5 ' F Pue ?Bldg Pad Elev. 5
<br />.Y .
<br />Hinge Line I' -Hinge Line
<br />CQ
<br />4)
<br />REST B SMET
<br />TYPICAL PAD TYPICAL PAD
<br />No Scale No Scale
<br />NOTE: Dimensions are typical, unless
<br />otherwise shown on this plan
<br />.0 *It cr�
<br />WINDWOOD UNIT NO. 3B DRE SN BY:
<br />SCALE:
<br />GRADING PLAN 1"=60'
<br />DESCRIPTION PREPARED IN THE OFFICE OF: SHEET OF
<br />APPROVED BY DATE BAUMBACH & PIAllA 4 G
<br />CIVIL ENGINEERS DATE: 151 // - 9$ JOB NO.
<br />323 WEST ELM STREET 8888-4
<br />LODI, CALIFORNIA 9 240 R.C.E. NO.: 42 764 FILE NO.
<br />EXP DATE: 011-I G-1155
<br />s
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