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131266 <br /> QENERAL NOTES: <br /> i 1 ) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND <br /> LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF <br /> N <br /> THIS PROJECT. <br /> bcis Reis Roti! a , ;� 1 <br /> �$ch;ILr� live o I I � ! <br /> r _ I 2) ALL IMPROVEMENTS TO BE DONE SHALL, BE IN ACCORDANCE WITH <br /> ^ I II �W THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY DEPARTMENT OF <br /> LATHROP RPUBLIC WORKS STANDARD SPECIFICATIONS; SAN JOAQUIN COUNTY <br /> .5'Tif'�ET31 C I <br /> j ' BUILDING DEPARTMENT; THE LATEST.' EDITION OF THE STATE OF <br /> '" „ vi,; o-lst. STOPBAfY/l/IA�'k/�/CS C/� r� I CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFI- <br /> H.al <br /> o v I.,trek _ i ss. s 0 D TH <br /> I <br /> dM.le:c..,,,� -_...,_.. I E LATHROP COUNTY WATER DISTRICT STANDARDS. <br /> ____._�_-__ __ STREET <br /> Gr,�ync, 6r_ ,I St, '- Sf.JUTH(RN -__-_-__.-___._---_--1 -I <br /> p , CATIONS;S' ` RI <br /> in /F l <br /> Z, a --.��= ♦ ------.......___.._. .. .__,_..._...._._-__------ <br /> I j 3) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS <br /> H. . _. K S1. -_._-_ _-- REQUIRE ALL O <br /> L��'f„�ROP -- - -- _-_- _ __._._.._I.....__ EQU LABOR AND RIALS NECESSARY AND PROPER FOR <br /> S r _- - _.- -.- _- -- E <br /> f ' n,.,, r t, <br /> u u cnnm.,_er.nl ( y, r FRANC 0 CONSTRUCTION CONTEMPLATED AND THAT THE WORK BE COMPLETED IN <br /> OR CONTE <br /> 5'pYhr7,r,4!1 11. ' Sireitpl'�" �. _-_-., �`7O _-- _ -._.____- -- - ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE <br /> 3OO $ STREET mm CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING <br /> 43 .i9i1rya r ,1,.w�u v �,,. i - p95380 <br /> I SOPS/ln/ I i ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE <br /> ,,,,r N r1 1 rtT 4rfi1)I• SI n _ I TURLO CK , cA. s s o 154 - ` 130 1129 128 127 126 123 € 8 - - - <br /> 1,,. � .,, p �(;,, c rrk „ee, l 125 124 7 6 5 4 3 2 1 <br /> PLANS OR SPECIFICATIONS IF THE PLANS OR SPECIFICATIONS <br /> a 0, c a �, p r U 5[rccl `U 2 . <br /> () „ s1 { { 1 DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN <br /> .___. -- _- -� I COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST <br /> ANY £rt♦'� wi,[� ., V, <br /> _...._L__ MATERIALS A <br /> m s OC.AT/DA/ ---- - - - - WORKMANSHIP OF THE FIRST QUALITY ARE i0 BE USED <br /> 153 � 122 9 �- � GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MA AND <br /> I <br /> L 4 I T <br /> 131 . ' <br /> Arsc,: L -_ I \ 117 ---- I I --- -� 15 16 I i 4 ) BUILDING PADS: CONTRACTOR TO PROVIDE COMPACTED PADS <br /> LaUiS� AYENL/E oFt +oma' 2000' 1 18 119 120 121 , 1 12 i 13 14 FOR BUILDINGS GRADED TO THE ELEVATIONS SHOWN ON THE <br /> `+) GRADING PLAN. <br /> I//C/N/T Y MAP les , Z 152 i, 132 _ CANNELLA ` 1 CANNELLA I <br /> - - -- �' 116 sTn1sr� <br /> 17 5) ALL COMPACTION TESTS TO BE PAID FOR BY THE CONTRACTOR. <br /> 151 fl 6) THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING <br /> �__ � � \ �' UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE <br /> �. _ \ i� UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. HE SHALL <br /> \ 146 J 115 + , DRIVE �� I COURT BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL <br /> 147 148 rl ! I ! 61 I 18 SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL <br /> -\ U 149 f,� 64 03 62 i 25 24 I 23 . 22 2' I ZQ CONSTRUCTION.FYUTILITIES TWENTY-FOUR HOURS IN ADVANCE OF . ANY <br /> r 150 ,11� 134A ___ I 19 (UNDERGROUND SERVICE ALERT (800) 642- <br /> 7 <br /> ��" SHERR/E 114 f I 2 4 4 4 ) . <br /> O j 7 ) CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE <br /> 135 REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH <br /> l I RESPECTIVE UTILITY COMPANIES. <br /> •,�•` ` - _� �� �f�� 65 I 66 / ` 26 � 27 28 29 31 <br /> 144 CO -��1 I i 59 1 1 1 34 32 % 8) DUST CONTROL: APPROPRIATE DUST CONTROL SHALL BE <br /> R�SIOP LARU 1 1 S�O� SHAWN PROVIDED FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE <br /> \ \ 156 ' 1 142 141 S' " �;' 1� �MP36 112 67 ` <br /> __ 1 ��/� COURT A' THE-CONTRACTOR'S EXPENSE. <br /> i <br /> 117 77 <br /> 58 W -- CHANGES MADE WITHOUT AUTHORIZATION FROM THE ENGINEER. FIELD <br /> { I -. <br /> _ �� ' 9) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY <br /> It Z <br /> f 137 1.38 1 11 I LLj 10 ) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, <br /> INDEX. BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE <br /> COURT `- 68 57 39 _ _ <br /> 1 ELECTROLIER PLAN ERA N WAY l 38 34 FOR PUBLIC SAFETY. <br /> � 1 <br /> r;- <br /> j sro� 71 37 �7 � <br /> 2 GRADING PLAN �1'1 ! LOT 157 �aMP- -- - %� 69 36 35 11) CONSTRUCTION CON'T'RACTOR AGREES THAT IN ACCORDANCE WITH <br /> V I STORM DRAIN - i4RMP 56 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION <br /> 3 TOPO MAP Q BASIN O ___.-_ >.,- -_- _ay 40 _..__- -_,--_.__ CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE <br /> - - ---- ------ -- <br /> - A RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF <br /> J li A 1­1 <br /> CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL <br /> 4 WATER PLAN I 139 110 72 55 41 1 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE <br /> 5 SANITARY 5EWER PLAN �. Q ' I i _____T_-� � / \`, 44 4 Jc TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING <br /> 74 ! 75 - <br /> -- 4J HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO <br /> 76 rfl 77 �� f DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS <br /> 5 STORM DRAIN PLAN � ' <br /> I _ _ �__-.- --- - - ---_ ..._...... __ _ !I 73 54 \ 42 -= FROM ANY AND ALL LIABILITY REAL OR ALLEGED N <br /> 7 PIAN & PROFILE - "O" STREET Q 1 ILIII�'', - III I T - � I J�� 10.9 ,MATTHEW �` SS�- .5HNOOP l I I CONNECTION <br /> I ' 6 I WITH THE PERFORMIANCI? OF WORK ON THIS PROJECT, EXCEPTING <br /> � j I + � I �, LIABILI'T'Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN <br /> - 1 1111 I I �� r I 4 I PROFESSIONAL. <br /> 8 PLAN & PROFILE FIFTH STREET m j �� 542 541 540 i Jr�9 J3� 537 535 535 I 534 I 533 53.� 531 <br /> ,�,�� - -- <br /> 108 - 78 12) THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING <br /> 4 I I ) r,•, <br /> 9 PLAN & PROFILE _ FIFTH STREET I I � I / v, �- - �` I OR PROVISIONS <br /> I PR ISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE. <br /> J � <br /> _ I 107 � CjOtJ EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION <br /> 10 PLAN & PROFILE - CANNELLA DRIVE V - COURT 52 <br /> - - J� TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN <br /> �. _. ___ -_-- ._ _ .. _ __�_--�� -___ _ -.-- -.. _ - - _ ___ --_-3 I �� li 83 I = I 5O 48 47 I JOAQUIN COUNTY, DEPT. OF PUBLIC WORKS, AND STALE REGULA- <br /> CANNELLA COURT SO 79 - 49 <br /> 11 PLAN & PROFILE WILLIAMSTOWNE DRIVE I - TIONS. <br /> =- - <br /> } } 106 13) NECESSARY ENCROACHMENT PERMITS SHALL BE OBTAINED FROM <br /> 12 PIAN & PROFILE - MATADOR WAY j I l A I �� I t - . ---- --- - - ----- --- / THE COUNTY Y OF <br /> SHERRI E COURT i ,f} 514 515 J 15 I J 1 7 J J� Jam' 119 I I � �I 522 I 523 �' �I� 1 7 it 84 I ` � � i SAN JOAQUIN, BEFORE BEGINNING OF WORK. <br /> 14) ALL TRENCHES ON EXISTING MAJOR AND COLLECTOR STREETS <br /> 13 PLAN & PROFILE - DERA WAY ti I I 86 87 88 89 90 9 1 92 } �LlI I AND CROSS TRENCHES ON ALL EXISTING STREETS SHALL BE PAVED <br /> -- -- -- --- . - _ � 105 85 ! / WITH TEMPORARY PAVING <br /> - LATHE COURT ,I -- I_..- I _. -c -_ 1 I 93 THE SAME DAY THE PAVEMENT CUT IS <br /> - MATHEW COURT �1� �1NGC tAY I } �` � j / � MADI;. <br /> 14 PLAN & PROFILE - MINGO WAY - ,yam ' / �.�� � � -=---�- k_7 __...._. _....-- ___, .-- - _. ____.._._...._.._,:.------ ---------._._ _ � �� , i II CONSTRUCTION STAKING FOR CURB, GUTTER, SIDEWALK, <br /> �� 15 <br /> NOT <br /> -(� y SANITARY SEWER, AND STORM DRAIN SHALL BE DUNE BY THOMPSON- <br /> JOAQUIN N -- ---- - - _.. --- ----- --- --- _ <br /> 15 PLAN & PROFILE - SHAWN COURT MONUMENT BOXES SHALL CONFORM TO SAN Q - - _ <br /> - SHNOOP COURT COUNTY S'T'ANDARD NO. A�-8 . � = - __ � � � � � -- -- _ � � / NOTIFY ENGINEER 48 <br /> HOURS IN ADVANCE OF HIS NEE <br /> - HYSELL ENGINEERS THE CONTRACTOR SHALL N TIF <br /> '�- -- I CE U FOR STAKING. <br /> STREET SIGNS SHALL CONFORM TO SAN JOAQUIN COUNTY �` - <br /> 16 PLAN & PROFILE LOUISE AVENUE <br /> STANDARD NO. A-10 . 16) THE CONTRACTOR SHALL STAMP THE LETTER "S'1 AND "W" <br /> 17 PLAN & PROFILE - CAMBRIDGE PLACE 524 5-c'') 104 103 102 101 100 99 98 97 96 95 94 I DIRECTLY ABOVE THE SEWER AND WATER LATERAL LOCATIONS, AT <br /> TRAFFIC SIGNS SHALL CONFORM TO SAN JOAQUIN COUNTY i I I THE BACK OF SIDEWALK. <br /> 18 STORM DRAIN BASIN AND DETAILS STANDARD NO. A-11 . I/gREI/OCABLE <br /> _1___- --- ------- -- j 17) DRIVEWAYS ON STREETS WITH 6" VERTICAL CURBS SHALL BE <br /> ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO -......__- ----L__.__ . ..-L__._.___.--- -____ - ------__-. -___ -- l___ --- -� _-- I -- p I <br /> 19 LIFT STATION & DETAILS CF���T OF LOCATED BY THOMPSON-HYSELL ENGINEERS IN THE FILED AT THE <br /> MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SAN Ijl c I I ii TIME OF CONSTRUCTION. <br /> JOAQUIN COUNTY STANDARDS. STORM: C/TY OF Z,4 71'-1,1701c' �I D�D/OA�IOI 18) LICENSED LAND SURVEYOR SHALL SET THE MONUMENTS. <br /> 19 ) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND <br /> $EWER: LATHROP COUNTY COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE <br /> WATER DISTRICT COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF <br /> ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY <br /> LEGEND_ Pf�.C. f�/NT OF REYEi�'SE cUYf�E WATER: LATHROP COUNTY i� II i �G� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HORS; <br /> _,-r- fjC. BES/rV CUPI�E WATER DISTRICT 155 �� I I D�� ��D� < AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD <br /> - CURB, GUTTER, AND WALK E.C, Eit/O CUPl�E I ; I I I.I� p��AA HARMLESS, THE COUNTY OF SAN JOAQUIN, CITY OF LATHROP, THEIR <br /> f?� C. PD/,VT dFCO�PDUNIJ CURIE GAS: <br /> P.G. & E. IV � ; ; i `` 1• ELECTED OFFICIALS, OFFICERS, EMPLOYEES, AND AGENTS FROM ANY <br /> HANDICAP RAMP (AS NOTED) -----Wn/ WATER LINF. I` O I j � i i AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTOR- <br /> SHEET STREET R.Q.W. CURB WALK T. I. R.V. A.C. A.B. ELECTRIC: P. G. & E. ! NEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF <br /> l/DN UNLESS oTkIERwIs[a NOTED ----_ �- WATER VALVE <br /> I II I WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING <br /> 7 "0" S'T'RUFT 60 ' 4 . 5" D.'0. 5 ' 6 . 0 55 3" 6i1 � CA'T'CH BASIN, C/TY OFSTOCA'MAI �-� FIRE HYDRANT <br /> CABLE: CONTINENTIAL T.V. I THE TERM OF THIS PROJECT. <br /> 8 FIFTH STREET 60 ' -84 ' 4 . 5" D.O. 51 -71 G. 0 55 317 6" TYf'F / �OWC,� NO. 79) } CHMI�RK: CHISELED CROSS IN SIDEWALK, SOUTH RETURN, MINGO <br /> 10 CANNELLA DRIVE 50 ' 4 . 511 D.O. 5 ' 5. 0 55 2" 411 X07 -�'�- WATER SERVICE <br /> _ DIRECTION OF FLOW AND ~)TOPE I I j ` WAY AT THE CAMBRIDGE DRIVE INTERSECTION. <br /> 1 " r c- 1, 11 <br /> 10 CANNELLA COURT 50 4 . 5 D.O. 5 4 . 0 5a ?. 4 _._._ � I ,. 4_-Y ----- l/ -�'� - _ <br /> " , 5 c r1 11 , I:RRLGATION LINE LOUISE / 5T0 I l -_-AVENUE <br /> ENUE._. ..__ _.. ... II <br /> r 1 r„ 1 1, ,1 S/Cy/V ELEVATIO[�f: 14 . 81, FOR L.C.W.D. DATUM SUBTRACT 0. 35 <br /> 11 WII�LII`.MSTOWNF DERIVE a0 4 . a D.O. 5 5 . 0 55 2 4 g4/�;'� TOP OF CURB ELEVI�TION y-.� - / E , <br /> 12 MATADOR WAY 50 4 . 5 D.O. 5 � . 0 5� 2 4 ) t r -- <br /> l00 WATT H.P.S. ELECTROLIER <br /> 12 SHERRIE COURT 50 ' 4 . 5" D.O. 5 ' 4 - o 55 211 411 �- -- , � 3O0' /54� <br /> 94 / FAD ELEVATION _�...:. _.:.:. <br /> TYPE 2 L-S DISTdif3UTION <br /> -- <br /> 13 DERV WAY <br /> 1 I1 <br /> 1 [- C 11 I1 <br /> 50 4 . 5 D.O. 5 a . 0 �5 7. 4 95� :- 2'IfdISk9E:D 'BACK O1, T�Oi' 11ItI] LOT � 150 WATT H.P.S. ELECTROLIER <br /> " I rr 11 � ' LINE TOP Of CURB ELEVATION TYPE 2 L-S DISTRIBUTION l _._. <br /> 13 LARUE COURT 50 , 4 . 5 D.O. 5 4 . 0 55 7 4 <br /> - - - -- - <br /> 13 MATTHEW COURT 50 ' 4 . 5" D.O. 51 4 . 0 55 211 4 " t' I <br /> 14 MINGO WAY 50 1 4 . 5" D.O. 5 ' 5. 0 55 21j A,11 EXISTING GROUND ELEVATION S� EXISTING ELECTROLIER <br /> 15 SHAWN COURT 50 ' 4 . 511 D.O. 5 ' 4 . 0 55 2.11 4 " <br /> -p - STORM DRAIN LINEA ,SURVEY MONUMENT & MONUMENT WELL <br /> 15 SHNOOP COURT 50 ' 4 . 5" D. O. 5 ' 4 . 0 55 '1.11 4" • <br /> 16 LOUISE AVENUE (HALF) 55 ' 6" VI�RT, 71 8 . 0 55 4 . 5" 6 . 5" -f-- MANHOLE, CO. STD. M-1 y STOP SIGN <br /> -S- SEWER DINE STREET NAME SIGN / <br /> SEWER SERVICE -�� FLF,CTROLIER POWER SOURCE AND I((� <br /> APPROVIE[1 BY THE SAN JOAQUIN COUNTY PiJI3LTC <br /> CONDUIT RUN <br /> APPROVED BY THE LATHROP COUNTY' APPROVED BY THE SAN JOAQUIN COUNTY FIRE a UTILITY POLE APPROVED BY TITS MANTECA-LATHROP COMMUNITY HEAL'T'H SERVICES , ENVIRONMENTAL HEALTH <br /> WATER DISTRICT. WARDEN. RURAL FIRE PROTECTION DISTRICT. DIVISION. f 1 <br /> BY DATE: By; llA'1'E: BY : DATE BY <br /> Tl`-a-- - ~- v COPYRIGHT (c) X99 THOMPSON-HYSELL ENGINEERS <br /> REVISIONS <br /> APPROVED BY THE CITY OF LATHROP, NO. DESCRIPTION DATE THOMPSON <br /> CITY ENGINEER. • HYSELL SHEET <br /> PARK �E ��Z6 o FXP/�'E5' �� ,��- 9z NUMBER <br /> HORIZON <br /> ELECTROLIER PLAN 42 <br /> BY : --- DATE: ----.._._ E■ GINEERS SCALE � 9 DR.BY r <br /> ---- - �__ <br /> MANUEL LOPEZ R.C. E . 28054 LATHROP, C,4LIFORNIA <br /> J09 NO. �'�� CK.BY � g� cF <br /> 1016 12TH STREET, MODESTO, CA. 95354 (209) 521-8986 DISK DATE / �z"90 <br />