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Design JDK
<br /> GENERAL NOTES CONSTRUCTION NOTES: NEW EXISTING DESCRIPTION AS ANCHOR BOLT/AGGREGATE BASE JP JOINT POLE Drawn
<br /> 1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 1. THE CENTERLINE STATIONING SHOWN IS FOR REFERENCE ONLY. AC ASPHALTIC CONCRETE GGPCAVE AVENUE KV KILOVOLT
<br /> THESE PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE COUNTY OF THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS ® © DROP INLET Check KLK
<br /> SAN JOAQUIN STANDARD PLANS AND SPECIFICATIONS AND THE STATE OF SHOWN ON THE PLANS. ANY CLARIFICATION ON CONFLICTS, ® CATCH BASIN
<br /> CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (WITH DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE BC BEGINNING OF CURVE LF LINEAL FEET
<br /> EXCEPTION THAT ENGLISH UNITS ARE TO BE USED IN PLACE OF METRIC). DESIGN ENGINEER PRIOR TO THE CONSTRUCTION OF THE AGRICULTURAL IRRIGATION VALVES BM BENCH MARK UN LINEAR am
<br /> IMPROVEMENTS. 0 @ STORM DRAIN MAINTENANCE HOLE BOC BACK OF CURB LIP
<br /> 2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND BOW BACK OF WALK LOW POINT
<br /> MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIAL PROVISIONS) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING • 0 ROOF DRAIN
<br /> NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK EXISTING SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A m
<br /> BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. TRANSITION IN PAVING, CURBS, GUTTERS. SIDEWALKS, GRADES, 0 STAND PIPES CB CATCH BASIN MAX MAXIMUM
<br /> THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ETC., AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN CROSS CC CENTER TO CENTER MB MACHINE BOLT
<br /> ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. o CIP CAST IRON PIPE MH MANHOLE o
<br /> SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN O O CLEANOUT ¢ CENTERLINE MIN MINIMUM
<br /> GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT 3. WHERE PAVEMENT IS TO BE EXTENDED, EXISTING PAVEMENTsQ SANITARY SEWER MAINTENANCE HOLE CMP CORRUGATED METAL PIPE MON MONUMENT
<br /> ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY SHALL BE SAWCUT.
<br /> MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. CMU CONCRETE MASONRY UNIT
<br /> 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY Q Qw WATER METER CONC CONCRETE (N) NEW
<br /> 3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING THENIC NOT IN CONTRACT
<br /> UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE OBTAINED FROM COURSE OF CONSTRUCTION. ® ® BLOWOFF VALVE CONT CONTINUOUS
<br /> "OUTSIDE SOURCES". THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL FIRE HYDRANT ASSEMBLY
<br /> CR CURB RETURN NTS NOT TO SCALE
<br /> EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND 5. THE CONTRACTOR SHALL PROVIDE OWN CONSTRUCTION WATER. CSP CORRUGATED STEEL PIPE OC ON CENTER
<br /> DEPTHS OF SUCH UNDERGROUND UTILITIES. KJELDSEN, SINNOCK & N WATER VALVE CTR CENTER OD OUTSIDE DIAMETER
<br /> NEUDECK INC. CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR 6. THE CONTRACTOR SHALL AT HIS/HER OWN EXPENSE INCLUDE POST INDICATOR VALVE Cy CUBIC YARD OG ORIGINAL GROUND
<br /> ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH COMPACTION TESTING BY AN APPROVED SOILS TESTING FACILITY, C( FIRE DEPARTMENT CONNECTION
<br /> MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. AND PROVIDE A COPY OF TEST RESULTS TO COUNTY AND OWNER. o
<br /> ® IRRIGATION CONTROL VALVE D STORM DRAIN PAV PAVEMENT C'
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<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 7. CONTRACTOR SHALL USE EXCESS EARTH MATERIALS TO FILL o DI DROP INLET p6 PULL BOX
<br /> LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT PRESSURE VACUUM BREAKER a
<br /> PARCEL LOW SPOTS AND GRADE SMOOTH. DIA DIAMETER C
<br /> THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. 0 BACKFLOW PREVENTER PC PRIMARY CONTROL 0 o
<br /> DIM DIMENSION
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION g• CONTRACTOR SHALL CLEAR AND GRUB BY DISKING AND THEN PN POST INDICATOR VALVE
<br /> OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY DW DOMESTIC WATER
<br /> ROUGH GRADE ALL LOTS SMOOTH. PL PROPERTY LINE OR PLATE � o
<br /> UTILITY COMPANIES TWENTY-FOUR HOURS IN ADVANCE OF ANY ■ ❑ PULL BOX ELEC ELECTRIC POC POINT OF CONNECTION z
<br /> CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-642-2444). 9. EXCESS EARTH MATERIALS SHALL BE USED TO FILL SITE LOW • O UTILITY POLE EA EACH PP POWER POLE
<br /> SPOTS FIRST. REMAINING EXCESS MATERIALS SHALL BE SPREAD
<br /> 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 OVER LOTS 77, 78, 91, 92 AND 93 AND ROUGH GRADED 000 0 STREET-LIGHT EB ELECTRICAL BOX PR PAIR a� a ao co E
<br /> (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA POINT OF REVERSE CURVATURE It C o N N 0
<br /> SMOOTH. IN AREAS WHERE NEW FILL EXCEEDS 8 INCHES DEEP, 0-0 TEMPORARY LIGHT EC END OF CURVE PRC It c
<br /> ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL 00 > I o o
<br /> SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA CONTRACTOR SHALL COMPACT FILL TO 90% R.C. AND PROVIDE A EJ EXPANSION JOINT PSF POUNDS PER SQUARE FOOT Q I c
<br /> MINIMUM OF ONE COMPACTION TEST PER LOT. x o (D (D
<br /> OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH ELEV ELEVATION PSI POUNDS PER SQUARE INCH o �N 't '
<br /> STATES: ® GAS REGULATOR EP EDGE OF PAVEMENT PUE PUBLIC UTILITIES EASEMENT m L
<br /> 10. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALLCD
<br /> PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO © © GAS METER v m Q 0 0 z
<br /> DETERMINE WHETHER UNDERGROUND INSTALLATION: I.E., SEWER, TIMES DURING CONSTRUCTION AS PER SECTION 10 OF THE ESOP EXTRA STRENGTH CONCRETE PIPE PVCP POLYVINYLCHLORIDE PIPE ; _ o o cn
<br /> STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA AND N D4 GAS VALVE 0 . N N Y
<br /> WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF
<br /> PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS EACH WAY R RADIUS
<br /> S0, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXIST (E) EXISTING n Z � ui rn 'o
<br /> EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN REQUIREMENTS. RCP REINFORCED CONCRETE PIPE o x E
<br /> CONSTRUCTION CONTROL MONUMENT a o w o
<br /> INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY FDC FIRE DEPARTMENT CONNECTION RD ROAD n 0 � w
<br /> CAREFUL PROBING OR AND DIGGING; AND WHEN IT IS UNCOVERED, POST OR BOLLARD REINF REINFORCED
<br /> ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING SIGN FDN FOUNDATION
<br /> INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN FF FINISHED FLOOR RWD REDWOOD Z Y Y ;, 0
<br /> THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST TRAFFIC SIGNING & STRIPING NOTESFG FINISH GRADE R/W RIGHT OF WAY W c u�i
<br /> 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. -• U U
<br /> S=0.0030 DITCH SLOPE, PAVEMENT SLOPE (FT/FT) FH FIRE HYDRANT S SLOPE V) W v'
<br /> 6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR 1. THE SIGNING AND STRIPING PLANS SHOWN IN THESE DRAWINGS 6>^ SPOT ELEVATION FIN FINISH SO STORM DRAIN Q O w cn
<br /> PROVISIONS TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A ARE ACCURATE FOR SIGNING AND STRIPING DELINEATIONS ONLY. rn
<br /> DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN ® OO MONUMENT FRAME & COVER FL FLOW LINE SPEC SPECIFICATION J Z
<br /> ACCORDANCE WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL 2. ALL SIGN CODES ARE PER CALTRANS TRAFFIC MANUAL UNLESS FLR FLOOR SQ SQUARE WZ) - v
<br /> REGULATIONS (CAL-OSHA, OSHA). OTHERWISE NOTED ON THE PLANS. FM FORCE MAIN SQFT SQUARE FEET �_ W v J
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<br /> FOC FACE OF CURB SQYD SQUARE YARD
<br /> 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE 3. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS SHALL BE Y V / Z a
<br /> REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH DETERMINED BY THE ENGINEER. FT FEET SS SANITARY SEWER I/� C') v
<br /> RESPECTIVE UTILITY COMPANIES. FW 4. PAVEMENT MARKINGS, MARKERS, AND STRIPING ARE PER SYMBOLS FIRE WATERSTATION
<br /> ssm STANDARD z
<br /> 8. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF- CALTRANS STANDARD PLANS (JULY, 1999) UNLESS OTHERWISE NOTED. GA GAUGE N Z
<br /> WAY PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC G GAS TEL TELEPHONE
<br /> APPROVAL OF THE COUNTY OF SAN JOAQUIN. 5. ALL TRAFFIC SIGNS, MARKINGS AND STRIPING SHALL CONFORM TO THE
<br /> "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN GAL GALLON TC TOP OF CURB
<br /> 9. ALL TRENCHES AND CROSS TRENCHES WITHIN EXISTING STREETS COUNTY STANDARDS" AND AS SHOWN ON THESE PLANS. WORK POINT OR
<br /> SHALL BE BACK FILLED AND PAVED WITH TEMPORARY PAVING THE SAME DAY BENCH MARK GALV GALVANIZED TOG TOP OF GRATE
<br /> THE PAVEMENT CUT IS MADE OR COVERED WITH STEEL PLATES AS DIRECTED 6. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH SAN JOAQUIN GPM GALLONS PER MINUTE TOW TOP OF WALK N
<br /> BY THE COUNTY OF SAN JOAQUIN. COUNTY COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ORDERING DETAIL INDICATOR GR GRATE TP TELEPHONE POLE Ld
<br /> STREET SIGNS. TPB TELEPHONE PULL BOX
<br /> 10. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE 5 DETAIL IDENTIFICATION NUMBER U
<br /> HORIZ HORIZONTAL TFR TRANSFORMER
<br /> 11 }-
<br /> CONSTRUCTION OF ANY FACILITIES WITHIN THIS PROJECT. DRAWING WHERE DETAIL IS LOCATED (TYP) TYPICAL x V) N
<br /> HP HIGH POINT
<br /> 11. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWERS, STORM DETAIL INDICATOR W Z i--0 Z W
<br /> DRAINS, AND CLEARANCES OF KNOWN CROSSINGS WITH OTHER UTILITIES COUNTY OF SAN JOAQUIN BENCHMARK: O NOTE: DRAWING NOTE WILL IDENTIFY ID INSIDE DIAMETER (DIM) W WATER N J LJ
<br /> BEFORE INSTALLING NEW PIPELINES. IF THE CONTRACTOR DETERMINES IG INTERRUPTABLE GAS 0 O
<br /> THE EXISTING INVERTS ARE NOT IN CONFORMANCE WITH THE PLANS, HE TEMPORARY BENCHMARK: WHERE DETAIL IS LOCATED
<br /> SHALL NOTIFY THE ENGINEER BEFORE PERFORMING ANY WORK. TOP OF BOLT AND WASHER, SECTION CORNER MONUMENT AT THE IN INCH YD YARDS V W Z
<br /> INTERSECTION OF LONE TREE ROAD AND HENRY ROAD CENTERLINE. REVISION INV INVERT Z
<br /> 12. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR ELEVATION IS 137.22 FEET, U.S.G.S. DATUM. Q REVISION NUMBER IP IRON PIPE LL = 0
<br /> CONCRETE, THE CONTRACTOR SHALL VERIFY ALL FINISH GRADES ANDIRRt IRRIGATION V M
<br /> SLOPES FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT INTX INTERSECTION � Q (L Cid
<br /> (ADA). TOP OF BRASS DISC STAMPED "E-32.95" SAN JOAQUIN COUNTY SECTION INDICATOR -
<br /> 13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD BENCHMARK SET ON TOP OF HEADWALL WEST SIDE OF 10 DETAIL IDENTIFICATION NUMBER Q
<br /> ESCALON-BELLOTA ROAD 260 FEET NORTH OF LONE TREE ROAD. 12 DRAWING WHERE DETAIL IS LOCATED
<br /> CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER ELEVATION IS 117.37 FEET U.S.G.S. DATUM. Z
<br /> REPRESENTATIVE. Q Z Z
<br /> 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE ABBREVIATIONS 0 3
<br /> SITE AND SURROUNDING AREAS RESULTING FROM OPERATIONS PRIOR TO MATCH LINE J Q W
<br /> ACCEPTANCE OF HIS WORK. 3 SHADED PORTION IS THE SIDE CONSIDERED N Q Q / f\
<br /> 15. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE NUMBER INDICATES ADJACENT DRAWING U 0 LJV
<br /> INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS RESPONSIBLE PROPOSED EXISTING DESCRIPTION
<br /> TO REPAIR, TO THE SATISFACTION OF THE COUNTY OF SAN JOAQUIN, ANY NOTE INDICATOR W
<br /> FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. El NOTE NUMBER AS INDICATED SD Q
<br /> STORM DRAIN LINE
<br /> 16. CONTRACTOR TO REFERENCE AND RESTORE ALL "RECORDED" EXISTING IV
<br /> MONUMENTS AND/OR PROPERTY CORNER REFERENCES DESTROYED, REMOVED OR ONE POST SIGN LOCATION ss
<br /> AL
<br /> DISTURBED DURING THE COURSE OF CONSTRUCTION. SANITARY SEWER LINE
<br /> 17. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB "
<br /> SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 11 PAVEMENT DELINEATION DETAIL NUMBER. SEE CALTRANS 16 W WATER LINE Date
<br /> INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 13 STANDARD PLANS (JULY 1999)
<br /> SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS 4" G JUNE 2002
<br /> AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS, GAS LINE Scale
<br /> x SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, CHANGE IN PAVEMENT DELINEATION
<br /> REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
<br /> m THIS PROJECT.
<br /> BIKE LANE ARROW. SEE GENERAL NOTES NO SCALE
<br /> 18. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS Original Drawing Scale
<br /> 0 MUST BE PREPARED AND CERTIFIED BY THE "ENGINEER", AND SHALL BE SUBMITTED 0 �" 1 "
<br /> TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION. `� PAVEMENT MARKING. SEE GENERAL NOTES � lilllliii �
<br /> d 1Q�
<br /> v� SYMBOL FOR PAVEMENT MARKING FOR WORD AS SHOWN �-/-p?j Sheet Number
<br /> ON THE PLAN. SEE DETAIL ON CALTRANS STANDARD
<br /> PLANS (JULY 1999)
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<br /> GENERAL NOTES CONVENTIONS LINETYPES P1186 0136
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