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GENERAL NOTES
<br /> __...............................__.............
<br /> 1. ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN CONSTRUCTION SPECIFICATIONS
<br /> ,AS89-06'46"W ---------- AND COUNTY STANDARD PLAN&
<br /> 1 ip 1 i 11 2. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY. STAKING BY OTHERS SHALL
<br /> 339�
<br /> 105�llill�:) 11MISM 22' BE AT THEIR OWN RISK AND DILLON & MURPHY IS NOT RESPONSIBL-E FOR FIELD CHANGES.
<br /> 11IT
<br /> 106,46 0 6,6 2 2 106.63 3, CONTRACTOR AGREES "THAT HE SHALL ASSUME SOL E AND COMPLETE RESPONS B - Y FOR JOB
<br /> jj_L6 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br /> 106�87 106,17 -1-111S REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br /> 7 -__------------------------------ 106 FOR ALL PERSONS AND PROPERTY; THAT
<br /> �06,50:�FGT" ---------- .......
<br /> 106.62 CONTRACTOR SHALL DEFEND,
<br /> G6,68 NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br /> 3 -S 3 INDEMNIFY AND HOLD THE OWNER AND -THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br /> 1 '6 r.7 f 9f REAL. OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br /> EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 'THE ENGINEER.
<br /> 10 1 .i�BOTTOM
<br /> 1 /4
<br /> 4. 'THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS
<br /> OBTAINED FROM THE UTILITY COMPANIES, NEITHER THE OWNER NOR THE ENGINEER SHALL BE
<br /> p RESPONSIBI E FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL
<br /> 1 146.44 F
<br /> PRIOR TO BEGINNING
<br /> UNDERGROUND FACILITIES ARE LOCATED PRECISELY AS SHOWN.-Y -TO
<br /> HASE 11 TION, IT SHALL BE THE CONTRACTORS RESPONSIBIL11
<br /> ....................... ASCERTAIN FROM ALL
<br /> ..........._l____3__.____l_"�................... 0.A 4 3 CONSTRUCTION, RGROUND FACILITIES. ALL KNOWN
<br /> ld . 106./4 )0/.03 UTILITY COMPANIES 'THE FIELD LOCATION OF THEIR UNDE
<br /> 06.50 FGOWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br /> 0
<br /> LA _ 07.61 EXCAVATION.
<br /> WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL
<br /> 107.19 1\ 5. EXCAVATION SAFETY REQUIREMENTS INCLUDE SUBMITTING A CAL OSHA PERMIT OR LETTER OF
<br /> ( YlC14 NOTIFICATION BEFORE EXCAVATION OF OVER FIVE FEET DEEP.
<br /> r
<br /> Locaa6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING
<br /> �N 10/�28 137.6/ 10/,48 IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE
<br /> 0
<br /> 0BE REPLACED AT HIS EXPENSE.
<br /> z CONTRACTOR SHALL
<br /> 7 PRIOR TO COMMENCING ANY WORK, I T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE
<br /> UM A
<br /> 7.40
<br /> _E IN THE FIELD THEIR MAIN AND SERVICE LINES, THE CONTRACTOR
<br /> 107.46 FL 10 5 4 z/101/18 6 EACH UTILITY COMPANY LOCA]
<br /> 106.98
<br /> lqb'8.35 AC 107.18 SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE
<br /> 10 3 OF ANY EXCAVATION WORK BY CALLING 800 -642--244-4.
<br /> 09�.. 0 AC TOR SHALL PERFORM THE NECESSARY EARTHWORK
<br /> 5 AC
<br /> 83 7 07.85 RI 8� PRIOR TO SUBMITTING A BID, THE CONTRAC
<br /> THE AMOUNT OF CUT AND FILL AND RESULTANT EXCESS OR
<br /> R_q_q Mo M .9 �7.15=AC 107.62 CALCULATIONS 'TO DETERMINE SHORTAGE OF DIRT ONSITE, AND NOTIFY TLE CIVIL ENGINEER OF HIS RESULTS, IT IS THE
<br /> 0 8 6 Ld LJ 107-114 CON TRACTOR`,53 RESPONSIBILITY TO ENSURE THAT THE EARTHWORK SHALL BALANCE ONSITE.
<br /> -08�55 AC .40 AC 10 7.lq lq_l
<br /> 1 &1 s..ub-m ro )1�6.93 ANY EXCESS DIRT SHALL BE DISTRIBUTED EVENLY.
<br /> 108.40 A RIDGE 0/ 21
<br /> 08.00 A 0
<br /> ON Lf) Lo C�
<br /> 54 9. APPROPRIATE DUST CONTROL IS TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A
<br /> I =8.7 5 Atj �N C3 0 o 107.32
<br /> O_ 0-
<br /> lw� 10 00 C 11 0 7,11p3 1 DUST NUISANCE AT THE CONTRACTOR'S EXPENSE.
<br /> 71. - 0 0 1108.17 1
<br /> 10 7.016 '0 9 N8910"14"LE 7 z 08 13 1 C5.66 1E CIVIL. ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR
<br /> SCALE: 106. 1 u"F,12 10, CONTRACTOR SHALL GIVE T1
<br /> 2718' 1 c 79
<br /> 107098
<br /> �98 ..N69"1014Vffm -IiTO ANY AND ALL STAKING.
<br /> N 1` 30 5 AC -U 73-515-_�R'I El-a7-9Z-01 0 8 10 m""w"am T 85�85'
<br /> 09.4 "" 'o
<br /> 1 EO3._2F 7
<br /> 0 IF![
<br /> C �7 10 8,0 11, 2_&VE�L�NT SECTION OPTIONS:
<br /> 109.10 09�45 AC I -
<br /> 109,�O 0 8.4 0 6JC 1.0 107.8/ AUTO ZONE: 2.5" AC, 7" AB 95% RC
<br /> I 106�W
<br /> 081 FL
<br /> FF 107.70 FL 07.90 FL - OR
<br /> 08.50 AGIN 6910'l, t "j-0 bi 3" AC, 9" AB @ 95% RC
<br /> 10�00 L7�K_F E 0
<br /> _jF
<br /> L
<br /> uj
<br /> 10 .7 c� ,_�1 AUTO/TRUCK ZONE: 3.5" AC, 12" AB @ 95% RC
<br /> 108.26 1 08.00 AC , 1 cl�98
<br /> _Q-8.t�7 109.50 FF 0 OK OR
<br /> 14 107. 1 8 1107,631 107.96��107.78 3.5" AC, 6" AB @ 95% AC, 6.5"ASB @ 90% RC
<br /> 0
<br /> P4.-ff�F IN V 1 01.12 ------ �X.9_0 AC
<br /> AS AN ALTERNATE, LIME TREATMEN-r MAY BE USED. THE PAVEMENT OPTIONS ARE AS FOL-LOWS:
<br /> -A
<br /> C
<br /> WELLZ , I ___l i7 130AUTOZONE: 25' AC, 4" AB @ 95% RC, 12" LIME TREATMENT
<br /> 1
<br /> 10 C lo/ 10 AUTO/TRUCK ZONE: 3.5" AC, 6" AB @ 95% RC, 12" LIME TREATMENT
<br /> N v)
<br /> Ca r 07.5
<br /> 09.00 AC Lo
<br /> 6 7AC�
<br /> 1\153'5�'50-E- (SEE SOILS REPORT BY NEIL 0, ANDERSON & ASSOCIATES DATED SEPTEMBER 26, 2008 FOR LIME
<br /> 2118 0
<br /> 107.19 0 -TREATMENT SPECIFICATION).
<br /> 1 6 SD 103.82 INV 107 4!
<br /> RIDGE V) Q ,
<br /> c) 3 11108.03
<br /> PAVING OR GRATE - 0835 AC 106.� 4 10-7.18 10/,36 1 C 1 �74 106,64 107.43 071,19 --IE CITY ENGINEER):
<br /> 1 06.9,� '38 6.74 12. PIPE MAFERIAL SHALL BE AS FOLLOWS (UNLESS APPROVED BY TI
<br /> 110.84
<br /> CONCRETE COLLAR 0
<br /> A. STORM DRAIN: ONSITE RCP CL III OR HDPE
<br /> ............................
<br /> OFFSITE RCP CL IV
<br /> 1 2? 7" KA B. SANITARY SEWER: SDR35
<br /> 07
<br /> "1-
<br /> 103.4' _E SCHEDULE 40 PVC
<br /> 0
<br /> 'C 6�/5 1 03.P�FL C. WATER: ONSITE
<br /> 07.95 AC 107.73 OFFSITE PER SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS
<br /> ........ 24"
<br /> 1 .3 0 08.30 AC 107109
<br /> 2 --0' MIN. Nz_ -ING ANY UNDERGROUND CONSTRUCTION.
<br /> 1 C�7fi��386 IP 13. LOT GRADING SH ALI,- BE COMPLETED BEFORE iTAR]-L BE 6c 07.86 ��IM24" PIPE BARREL SHAI :FF7 9
<br /> CLASS III R.C.P., OR CLASS 2 0 IN 03 JL 107.14 07.52 10-1.NON-REINFORCED CONCRETE 107.29 10 13 10 14� SEE GEOFECHNICAL REPORT PREPARED BY NEL O. ANDERSON & ASSOCIATES DATED
<br /> 08.4 1 o
<br /> - - FH 0 1 o 7 ".5', 107�97 SEPTEMBER 26, 2008 FOR BUILDING PAD AND GRADING SPECIFICATION_PIPE AS A MINIMUM
<br /> 107._�7 8 S89'1014' W 07 /8
<br /> .......... 171,42' RID 0 0 40 15� THE PROJECT IS IN THE 100 YEAR FLOOD ZONE AND FINISH FLOOR IS 2'(MIN ) ABOVE NATURAL GROUND.
<br /> AC 1013.11
<br /> 7
<br /> 2 107.79 7 7.7-B- EP
<br /> MIN.DIA. !C,8.0�� 0 0108,12 1 107.83
<br /> 108-45 NO
<br /> 6" G
<br /> FOG RUCRON
<br /> 12' p 1013.61 CONST
<br /> P, 7 11 08.83
<br /> 8 3F '08.4 10 INSTALL 20 LF 24" SD S=O01
<br /> 0 INSTALL 8 LF 12" SD FOR PHASE 2 (CAP END) S=O.025
<br /> (3) INSTALL 6' CHAIN LINK FENCE PER
<br /> -CLASS "B" - - - - - - - 05 FOG S.J. CO. S11), D--12
<br /> CONCRETE 0 8, (4) INSTALL 2 -5' SWING GATES
<br /> 107.86 108.23 0 0/
<br /> n�TCr 7� =�0 7 5 6 107,92 05 INSTALL MANHOLE
<br /> CA TCH NSIN DETAIL STOP SIGN 0 1107�47 10731
<br /> (TYP.) PP (0 INSTALL 132 LF 18" SD S=0.003
<br /> (7
<br /> NOT TO SCALE 107 87 07.90 } INS-FALL 66 LF 18"SD S=0.005
<br /> 80 INSTALL CATCFI BASIN
<br /> STATE HIGHWAY 4@ INSTALL 72 LF 12" SD S=0.0038
<br /> 1Q INSTALL 132 LF 12" SD 5=0.002 DILLON & MURPHY
<br /> 1 INSTALL 76 LF 12" SD S=0.003
<br /> INSTALL 6'X6' 10" MINUS RIP RAP
<br /> EXISTING (3 CONNECT ROOF DRAIN TO STORM DRAIN. CONSULUNG CIA ENGINEERS
<br /> FENCE SEE BUILDING PLANS FOR DOWN SPOUT LOCATION ENGINEERING - PLANNING - SURVEYING
<br /> 10 8.75 o�3,8 11"Bffl,6 6 (209) 334-6613
<br /> 5 5' (9 INSTALL- CLEAN OUT 847 N. CLUFF AVENUE, SU17E A2, LOBI, CALJFORNIA 95240
<br /> ...................................... ------- ...................... ....................__............
<br /> _.........._..v_ ........___ll___ll._..l..l.l.......... SANGUINETTI INVESTMENTS
<br /> TOP OF POND- 106�50. 114"R 6" -12 BEFORE YOU DIG
<br /> ;z_7_T 1. 61) CA[L USA UNDERGROUND SERVICE ALERT CIRCLE K FARMINGTON, CA
<br /> -- -------- 112"R 1112- .............. ..........
<br /> 48 HOURS PRIOR TO CONSTRUCTION. CALL
<br /> PA VEMEN T AND 114"R 1 4'�R TO
<br /> FREE 1-800--227-2600
<br /> RASE KEEP ALL. VEHICLES, EQUIPMENT, TOOLS AND
<br /> GRADING AND DRAINAGE PLAN
<br /> PEOPLE 10 FEET FROM POWER LINES, IF YOU ..............
<br /> MUST WORK WITHIN 10 FEET OF POWER LINES
<br /> 4 PLEASE CALL PG&E 0 800--743-5000
<br /> 4 " 00
<br /> BOTTOM OF POND= 101�50___z 4 , : ......... ---_-................................. .............. SEPTEMBER, 2008
<br /> OUNTY, CA
<br /> SAN JOAQUIN C
<br /> OPTION REV. NO. DESCRIPTION DATE SCALE: AS NOTED BENCH MARK: EL:....................... SHEET
<br /> ................................. 27"
<br /> C3
<br /> DRAWN BY: SM DESCRIPTION:
<br /> ........... ...... OF 7 SHEETS
<br /> 6'" CONCRETE CURB DETAIL CURB AND GU7TER DETAIL ........... _DESIGNED BY: ........
<br /> CHECKED BY: JM JOB NO,
<br /> SECTION A-A. N TS NTS ........ ......... 05127
<br /> NOT TO SCALE AS BUILT BY: 5�2005\05127lsIADINC,dwg CO 27, 2X,'3
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