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SS WYE
<br /> INV 27"83 6"NW
<br /> INV 27.83 6"SE ` fi\ "
<br /> INV 27.83 61W
<br /> ._... ..._..,,,• TRENCH EXCAVATION SAFETY PROTECTION.
<br /> LEACH LINE ~' ' CONTRACTOR AND!OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
<br /> SEPTIC INLET
<br /> RIM 32,51 FG 29.77 74 DESIGN 1 GEOTECHNICAL 1 SAFETY 1 EQUIPMENT CONSULTANT,IF ANY,SHALL REVIEW THESE
<br /> 'NW
<br /> ' INV 27A4 4"W PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
<br /> INV 27.816 -
<br /> INV 27.44 4"SE \ - - SITES WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTORS TRENCH
<br /> EXCAVATION SAFETY PROTECTION SYSTEMS,PROGRAMS,AND!OR PROCEDURES FOR THE
<br /> SEPTIC O'0TLET.
<br /> 7 / PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS.THE CONTRACTOR'S IMPLEMENTATION OF
<br /> Tf / RIM 30.47 - < ry .- _ --- -:: 25 S I E G F R I E D
<br /> �-� THESE SYSTEMS,PROGRAMS AND 1 OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH
<br /> fi INV 2T64 4"SE -� _..-_. --- _ '` EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM OSHA STANDARDS FOR
<br /> TRENCH EXCAVATIONS,SPECIFICALLY,CONTRACTOR AND 1 OR CONTRACTOR'S INDEPENDENTLY
<br /> 3 oL'Z _ _ -_ RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM
<br /> - \ 9 , .- ..r
<br /> - 24 - - 3244 Brookside Road
<br /> DIST.BOX IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF
<br /> ---.. - - -_..._ Suite 100
<br /> RIM 29.74 __�_____ _. INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
<br /> Stockton,California 9b219
<br /> -
<br /> ........_
<br /> s 09- 2LEACH LINE
<br /> FG 22.77 7 � F209-940214
<br /> _
<br /> �( UTILITY CONSTRUCTION NOTES:
<br /> ~ f �f r INV 4SE N
<br /> \` ---�__.____---_- --� --- www.siegfriedeng.com
<br /> INV 27"44 4 E r
<br /> + fig\ �� TYP
<br /> �....
<br /> 1 I 1. CITY OF STOCKTON STANDARD ■
<br /> � ��--�--- � ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS
<br /> SEEPAGE PIT 3 I
<br /> " ' _.� _-_.." CONTRACT SHALL CONFORM TO ALL APPLICABLECIVIL
<br /> \ / \ INV 27.37 4 NW \ SPECIFICATIONS(LATEST EDITION)AND THE CALIFORNIA DEPARTMENT OF E N G I N E E R I N G
<br /> 5 SEEPAGE PIT 2 a TRANSPORTATION STANDARD SPECIFICATIONS(LATEST EDITION).
<br /> STRCTURAL
<br /> TYP INV 27,394"NW 21 ■ ENGINEERING
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS,TESTS,
<br /> SEEPAGE PIT 1 TP APPROVALS AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS
<br /> INV 27.37 4"NY,f NPROJECT. ■ LAND
<br /> o
<br /> SURVEYING
<br /> 3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UNDERGROUND UTILITIES AND
<br /> 13 fi� ' 6 6 1---. - 6 DRAINAGE SYSTEMS WHETHER SHOWN ON PLANS OR NOT. ■ LANDSCAPE
<br /> f. a_ ► _ _ _
<br /> 1 \ i - ___._ ..... 1$ i ARCHITECTURE
<br /> Xx
<br /> 4. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION,
<br /> 5. DUE TO FEDERAL REGULATIONS TITLE 49,PART 192,181,CITY PUBLIC SERVICE MUST
<br /> 1 �.� �j! `f LEACH FIELD DETAIL (:j��AT� INE CONNECTION DETAIL MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES.THE CONTRACTOR MUST PROTECT AND
<br /> + 1 ` // ? �./ 1"= 1Q' 1"= 10' WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA.
<br /> ~ / 6. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK SHALL BE REMOVED
<br /> FROM THE SITE BY THE CONTRACTOR,AT HIS EXPENSE.
<br /> KEY NOTES: REVISIONS
<br /> No. Date Description
<br /> INSTALL 44 X27"ARCHED REINFORCED CONCRETE PIPE CULVERT. 10 FUTURE LEACH FIELD AND SEEPAGE PITS. EXISTING UTILITIES:
<br /> + % / \ % % ❑ MATCH FLOWLINE OF CULVERT TO BE REMOVED.SEE DETAIL 1 ON ❑ 11\ 10103118 PLAN CHECK 1
<br /> SHEET C4.2.
<br /> INSTALL GATE VALVE PER CITY OF STOCKTON STANDARDS 1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A SURVEY OF THE
<br /> 2 INSTALL SANITARY SEWER CLEANOUT PER DETAIL 12 ON SHEET
<br /> C7.0. INSTALL FIRE HYDRANT PER CITY OF STOCKTON STANDARD VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD MAPS OBTAINED FORM UTILITY
<br /> COMPANIES.
<br /> aINSTALL 1,500 GAL SEPTIC TANK PER SAN JOAQUIN COUNTY DRAWING NO.W-13.
<br /> ENVIRONMENTAL HEALTH DEPARTMENT STANDARDS. INSTALL RETENTION BASIN PER SAN JOAQUIN COUNTY 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 HOURS PRIOR OF
<br /> + ++ Fr 4 INSTALL LEACH FIELD PER SAN JOAQUIN COUNTY ENVIRONMENTAL ,3 STANDARDS. CONSTRUCTION TO LOCATE AND TAG THEIR UNDERGROUND FACILITIES PRIOR TO
<br /> + / , ` \ , / ❑
<br /> HEALTH STANDARDS. 14
<br /> � STUB FOR IRRIGATION LANE AND APPURTENANCES.SEE EXCAVATION.
<br /> INSTALL 48"O SEEPAGE PIT PER SAN JOAQUIN COUNT ❑ LANDSCAPE DRAWINGS FOR CONTINUATION. 3• THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF UNDETECTED
<br /> + / + '� 1 } jam, ❑ ENVIRONMENTAL HEALTH DEPARTMENT STANDARDS. 15 NS S :gp - UNDERGROUND UTILITIES.ALSO,THE CONTRACTOR MUST ALLOW FOR CHANGES DUE TO
<br /> ❑
<br /> INSTALL SEDIMENT FOREBAY.
<br /> UTILITIES BEING IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE UTILITY RECORD
<br /> + \ ` - ! / ❑ CONNECT TO EXISTING WATER PER CALWATER STANDARDS. ELECTRICAL AND COMMUNICATIONS LINES SHOWN FOR DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS
<br /> PRIOR TO CONSTRUCTION.
<br /> 19
<br /> + � � �\ �f f, � °; ❑T INSTALL GATE VALVE PER CALWATER STANDARDS. 16 REFERENCE ONLY.REFER TO ELECTRICAL PLANS.
<br /> 17 RELOCATE TRAFFIC SIGNAL BOX AND CONCRETE PAD FROM 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE
<br /> INSTALL 10"DOUBLE DETECTOR CHECK ASSEMBLY PER CALWATER
<br /> LOCATION SHOWN ON SHEET C2.0. APPROXIMATE ONLY.ACTUAL LOCATIONS AND DEPTHS OF UTILITIES MUST BE VERIFIED BY
<br /> + r� ❑
<br /> STANDARDS. THE CONTRACTOR PRIOR TO CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
<br /> 1B INSTALL WATER SERVICE LINE FOR FUEL ISLAND. RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION PROJECT
<br /> 9 INSTALL 2"BACKFLOW PREVENTER PER CALWATER STANDARDS. AND NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY.ANY DAMAGE BY THE
<br /> + fi f 19 INSTALL WATER SERVICE LINE FOR HOSE BIBS. CONTRACTOR TO EXISTING UTILITIES,WHETHER SHOWN ON THE PLANS OR NOT,SHALL BE
<br /> THE CONTRACTORS RESPONSIBILITY TO REPAIR,AT HIS EXPENSE.
<br /> INSTALL GOUBLE ME ER PANEL.
<br /> + ++ 12
<br /> ALL WATER FACILITIES IN FRONT OF PROPERTY LINE TO BE
<br /> 1 1 26 '^ SS WYE ` / X x ❑ INSTALLED BY CALWATER.
<br /> + INV 29.09 6"SW ® \ x / '
<br /> + ifi \ +► 2 \\ INV 29.09 6"SE INV 29.09 6"NW PROVIDE WATER STUB FOR BUILDING.
<br /> \ a ti \` fi� / /y /
<br /> 22
<br /> 1 TP / \ •' f FOR TRAFFIC SIGNAL MODIFICATIONS,REFER TO SHEETS E-1
<br /> THROUGH E-3- McFadden
<br /> 1 p-Q �O / / SS STUB 2 \\ 18 fi` j 24 INSTALL 2"IRRIGATION BACKFLOW ASSEMBLY.SEE IRRIGATION Development
<br /> + INV 29.13 6"NE \ ❑ PLAN FOR DETAILS.
<br /> + G ++ 6"5S \\ 37 LF •'v \ 25 INSTALL WATER METER PER CALWATER STANDARDS.
<br /> 1 \ BLF @ S-0.0050 a \ ❑
<br /> 1 1
<br /> ++ \ \\ +1 0• / \ FOR TRUCK WASH AREA, REFER TO SHEET C5.1.
<br /> SEWER STUB TO TRUCK WASH AREA,REFER TO SHEET C5.1 FOR
<br /> \ \ 1 • � �' \ �` 27 INVERTS.
<br /> u.lSS WYE
<br /> \ \ INV 28.60 fi"SWINV o
<br /> 1 \ 1 860 y ..e. .e.p. � �.� 3817 & 3855
<br /> 2 INV 2
<br /> ►� \ \, ,+ r7LF 28.60 VE � �` � _ E. Farmington Rd
<br /> \ • SS STUB 1 @ S_0 a050 '
<br /> Stockton, CA 95215
<br /> 12 fi
<br /> a
<br /> \ •, INV 28.65 6"NE \ B"
<br /> 6'SS
<br /> 10LF @ S=0.005077LF@ 50050 2eRoVESsroN
<br /> 0-0 �y � SS WYE6.
<br /> + +� C INV 27.83 6"NW • 4 m
<br /> \ / INV 27.$3 fi"SE • T YP ] ,( /- _ -
<br /> NO
<br /> \ INV 27.83 6"W y` ,tel / /�;� = �� 972
<br /> 9
<br /> E 12/31/19
<br /> 20 1©
<br /> TYP i`�y i , Y ......"...... s'Tgrf 01V1\-
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<br /> C - ..._,.. - .. 1�< DATE SIGHED:OF CAO
<br /> 10130118
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<br /> 2"W 2"W TY
<br /> �110LF11 LF rrur
<br /> SHEET TITLE
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<br /> A3� 23
<br /> - "� _ UTILITY PLAN
<br /> ---- 23 .
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<br /> „W 23
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<br /> 1 -- )... ._._. 38 LF _
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<br /> a - 1 0' 15' 30' 60' Data Oct. 30 2018
<br /> G ..,: :_- f,.......
<br /> � O� __ aH -_ OH -�f--- SCALE: 1 =30' Job No. 17026
<br /> V Know whafs below. \ - _ "
<br /> N 1 f'•11-1 _
<br /> Call before you dig.
<br /> SHEET:
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<br /> C5,0
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