6943 GENERAL IMPROVEMENT NO
PLANS FOR THE CONSTRUCTION OF
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT
APIA_
FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. NO FEE WILL BE CHARGED FOR sAaxrAxcos
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PERMIT s CARLSBAD �$ escomIDO
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2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND ASa=x
cy
APPROVED BY THE CITY OF ENCINITAS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL Au A I UMAS F�OF AND CONSTRUCTION OUTBID£ THE
PROJECT BOUNDARY. erc
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4. ALL UNDERGROUND UTIL171ES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, =
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, AND PAVING. NOTIFICATIONS m `
LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE z nAxcto
5. THE EXISTENCE AND L 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE emnAxno
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PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
souwa is
THERE ARE NO EXISTING UTILITIES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: a�a�
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES
TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH 1S NOT OF RECORD s o
NOT SHOWN ON THESE PLANS. PGWAY k tt i4 g (y p m@e Gt
OR N THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY
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6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
c. t ° racinri ' s +a Rd
W WORK. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR SITEik3 m ° D
CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFIGA710N OF
CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE EXISTING ° a °
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS COMMENCEMENT OF WORK: W
s . c r
TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING E + � r Y H ` tt
FACILITIES. VICINITY MAR G a,
A. SEWERS- ENCINITAS SANITARY DIVISION z-`7 ,rya
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7. 800 WATER- SAN DIEGUITO WATER DISTRICT plGALERT
THE CONTRACTOR SHALL N077FY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO B. GAS & ELECTRIC- SAN DIEGO GAS & ELECTRIC NO SCALE
nax -F
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH C. ( ) 422-4133 60,
COMPANY REPRESENTATIVES: D. TELEPHONE- AT&T
E. CABLE TV- COX CABLE �#`�,a - a< ,,<�`
NOTICE: ALL ELECTRICAL AND GAS SERVICES WMTHIN THIS PROJECT ARE F. RECLAIMED WATER- SAN ELIJO JPA EROSION CONTROL (CON TI NUS )
q A t MAP
"UNDERGROUND AND OVERHEAD INSTALLATIONS". FOR LOCATION L OCA TI ON AP O
OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 21. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS
INDICATED
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 2. THE CONTRACTOR SHALL GIVE 48 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760) BELOW. VELOCITY
CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS OR OTHER EROSION L� NO SCALE 00
TELEPHONE. (858) 636-5716. 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC7ION WILL BE SUBJECT TO RESISTANT MATERIALS APPROVED BY THE
CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE S9 IEET INDEX;
REJECTIONS AND REMOVAL. STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK p
8. THE CONTRACTOR SHALL N077FY THE AT&T COMMUNICATIONS COMPANY PRIOR TO DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION
OF EROSION AROUND THE 1. TITLE SHEET
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY 2. LEGEND, TYPICAL SECTIONS,
AND CONSTRUCTION NOTES
REPRESENTATIVES. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1-800-422-4133) NOT ENDS OF THE DAM. 3.
HIGHWAY 101; PLAN, FROM D STREET TO 200' SOUTH N
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE LESS THAN THREE (3) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS
O
PROJECT THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC GRADE OF STREET INTERVAL OF
E STREET
°UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND RIGHT-OF -WAY AND TO EXCAVA7ION WORK CONDUCTED ON PRIVATE PROPERTY. USA WILL PROVIDE LESS THAN 2%
AS REQUIRED 4, HIGHWAY 101: PLAN, FROM 100' SOUTH OF F STREET
APPURTENANCES CONTACT THE AT&T COMMUNICATIONS THE CONTRACTOR WITH AN "INQUIRY IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF THE 2% TO 4% 100
FEET TO H STREET Z
COMPANY. TELEPHONE. (619) 574-2816 77ME AND DATE THAT THE CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING 4% TO 10% 50 FEET 5.
HIGHWAY 101; PLAN, FROM 300' NORTH OF J STREET u
9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING THIS NUMBER AND PRODUCING IT TO THE CITY ENGINEER OR REPRESENTATIVE UPON DEMAND. OVER
10% 25 FEET TO J STREET
WORK NEAR COMPANY FACILI7TES AND SHALL COORDINATE HIS WORK WITH COMPANY 6. IMPROVEMENTS AT D STREET (n
s 7. IMPROVEMENTS AT D STREET �--.
REPRESENTATIVES. EROSION CONTROL CONTRACTORS RESPONSIBILITIES 8. IMPROVEMENTS AT E STREET
NOTICE: FOR THE LOCAT70N OF WATER DISTRICT FACILITIES WITHIN THE Z
PROJECT AREA. 9. IMPROVEMENTS AT E STREET
TELEPHONE: (760) 633-2650 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760,)633-2778,) 1. THE CONTRACTOR SHALL ENFORCE ALL
SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND 10. IMPROVEMENTS AT F STREET & G STREET Ld
MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL 11, IMPROVEMENTS AT
G STREET
10. THE CONTRACTOR SHALL N077FY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAKE AVAILABLE AT ALL TIMES
DURING BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH 12. IMPROVEMENTS AT H STREET (d
COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
STANDARDS, LAWS, AND REGULATIONS. 13. IMPROVEMENTS AT H STREET & J STREET
NOTICE: LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 14. LANDSCAPE AND IRRIGA77ON
NOTES AND DETAILS
FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING
CABLE TELEVISION COMPANY. �
Y F A R IATI NS
TELEPHONE: (760) 806-9809 (EXIT 2233) 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND OBTAIN THE COURSE OF CONSTRUCTION,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS LIST V
APPROVAL FROM TH£ CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. FOR ABBREVIATIONS NOT LISTED BELOW, PLEASE REFER TO THE CL
11. THE CONTRACTOR SHALL PROTECT EXIS77NG LANDSCAPING AND IMPROVEMENTS REMAINING SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
GREENBOOK (2009 EDITION) SECTION 1-3o ABBREVIATIONS.
IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE ALTERED OR REMOVED THE SWPPP SHALL INCLUDE A 24 HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) 3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTAT70N AND/OR ANY BENCHMARKS WHICH
WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. RESPONSIBLE FOR EMERGENCY WORK. WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS
SHALL BE REFERENCED AND AB=AGGREGATE BASE N'LY=NORTHERLY
REPLACED WITH APPROPRIATE MONUMENTA71ON SET BY A STATE OF CALIFORNIA LICENSED LAND AC=ASPHALT CONCRETE
NO.=NUMBER Q
12. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SURVEYOR OR A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND AP=ANGLE POINT NTS=NOT TO SCALE
IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING RAINFALL. SURVEYING.
A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE AVE.=AVENUE RT=RIGHT Q
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING OR A LICENSED LAND LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED
BY THE LAND SURVEYORS BC=BEGINNING OF CURVE R/W=RIGHT-OF-WAY' Q
SURVEYOR. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY ACT. BCR=-BEGIN
CURB RETURN PB= PULL BOX
THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES BEG=BEGIN z
13. ALL WORK SHALL BE DONE IN ACCORDANCE KITH THE STANDARD SPECIFICATIONS FOR WHICH MAY ARISE. 4. THE LOCATION OF EXISTING BUILDINGS
SHOWN ON THESE PLANS ARE APPROXIMATE. PCC=PORTLAND CEMENT CONCRETE
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL BL=kiASELINE PG=PERFORMANCE GRADED
LL TAKE NECESSARY PRECAUTIONS TO PREVENT 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXIS77NG PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHATING SUBSURFACE UTILITIES, B.M.-BENCHMARK PM POINT OF INTERSECTION
ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, THE SAN DIEGO REGIONAL PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PRIOR
TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXIS77NG UTILITIES THAT REQUIRE BO=BLOW-OFF VALVE PAC=POLYMER MODIFIED ASPHALT
STANDARD DRAWINGS (LATEST EDITION), THESE PROJECT PLANS, AND THE SPECIAL REMOVAL OR RELOCATION SHALL BE COORDINATED KITH THE APPROPRIATE
UTILITY AGENCY PRIOR TO BOW--BACK OF SIDEWALK CONCRETE MIXES
PROVISIONS FOR THIS PROJECT. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE INCORPORATED THE BEGINNING OF CONSTRUCTION.
IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL SVC-BEGIN VERTICAL CURVE PP=POWER POLE
HEREON. CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL C&G=CURB AND GUTTER
PRC=POINT OF REVERSE CURVATURE
14. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED IMMEDIATELY N077FY THE CITY. THE CONTRACTOR SHALL ALLOW
AMPLE TIME FOR REVISIONS TO BE CF=CURB FACE PREV=PREVIOUS
SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. CI=CAST IRON PROP=PROPOSED Q
IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY, THAT ARE NOT DESIGNATED TO BE THE CONCLUSION OF EACH WORK DAY.
REMOVED, THAT ARE DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND
UTILITIES BY CALLING THE CI=CURB PNLET PT=POINT
REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE LISTED
REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDEN77FICA77ON NUMBER, AT LEAST (3) DAYS q=CL=CENTERLINE PVC=POLYVINYL CHLORIDE
END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PRIOR TO START OF ANY CONSTRUCTION. CLF=CHAIN-LINK
FENCE PVI=POINT VERTICAL INFLECTION
15. THE CONTRACTOR SHALL POTHOLE ALL EXISTING SEWER LATERALS AND WATER SERVICES PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
CO=C=C N CR R=RA PAVEMENT
PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONLY THESE SEWER LATERALS AND WATER NOTE TO CONTRACTOR CONC=CONCRETE R=RADIUS
SERVICES THAT WILL BE IN CONFLICT WITH THE SEWER CONSTRUCTION KILL BE 10. BMP DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT WRITTEN APPROVAL
DIST=DISETER RDWY=ROADWAY Q
RECONSTRUCTED AS INDICATED ON THE PLANS AND AS DIRECTED BY THE ENGINEER. OF THE CITY ENGINEER OR HIS REPRESENTATIVE. THE LOCATIONS AND SIZES OF THE
EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM DIET=DISTANCE SCO=SOUTHERLY (-
16. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION
CONTROL AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS OW DAYLIGHT SCO=SEWER CLEAN OUT .
AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCT70N. IT IS THE DWG=D IVEWA SDWD=SAN DRAIN
PROPERTIES DURING GRADING E SA77SFAC ANYTHING DAMAGED OR DESTROYED SHALL BE DEVICES AS NECESSARY. CONTRACTORS RESPONSIBILITY TO TAKE ALL
NECESSARY PRECAU7IONARY MEASURES TO PROTECT ALL EC=F DRIVEWAY SDWD=SAND DIEGO WATER DISTRICT (�
REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER.
12. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN
OR NOT ON THESE DRAWINGS. EC=END OF CURVE SDRSD=SAN DIEGO REGIO
17. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5-DAY
EE L END CURB RETURN STANDARD DRAWINGS
ELY=EASTERLY SF=SQUARE FOOT W
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. ELION
SHT=SHEET
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. i3. SAN DIEGUITO WATER DISTRICT NOTES -
SMH=SEWER MANHOLE
TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH INTERFERE WITH WORK SHALL ELEC=ELECTRIC
18. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF
ELEV=ELEVATION SR=STATE ROUTE Q
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4.00 P.M. AND WORK AND AS APPROVED BY THE CITY ENGINEER. 1. REVIEW OF THIS PLAN BY SAN
DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS EP=EDGE OF PAVEMENT ST=STREET
z 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 14. TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON-EXISTENCE OF , ANY EVC=END VERTICAL CURVE ST LT=STREET LIGHT
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT EX=EXISTING STA=STATION V-
6 19. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE-QUARTER (1/4)
EXIST=EXISTING STD=STANDARD
THE DIRECTION OF THE CITY ENGINEER
ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. INCH IN ANY 12-HOUR PERIOD, OR UPON E , SILT AND DEBRIS 2. ALL EXISTING FACILITIES, WHICH
MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR SW=SIDEWALK U
PROPOSED I CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING FH=FIRE HYDRANT
15. SHALL BE REMOVED FROM CHECK DAMS. DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN
ON IMPROVEMENT PLANS. SEWER TO FL=FLOW LINE SWR=SEWER
20. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK CONDITION. CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT. FS=FINISHED SURFACE TB=TOP OF BERM
PRIOR TO MAKING CHANGES IN THE FIELD.
GB=GRADE BREAK TC=TOP OF CURB
rl, PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND
i
21. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION AND TRASH. STREET SWEEPING
OR J. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARA110N WHEN PARALLELING WATER SERVICES. GV=GATE VALVE TEL=TELEPHONE
N DEBRIS
„ GW-GUY WIRE TRNS=TRANS}TP N
NOTES IN CASE OF CONFLICT. OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF HP=HIGH
POINT TTCP=TEMPORARY TRAFFIC
16. FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
ICV=IRRIGATION CONTROL VALVE CONTROL PLAN
BASIS OF BEARINGS
0 22. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE Bp q p /y RINGS NAD 83 (1991.35 EPOCH) INFO-INFORM
ATION TV=TELEVISION
CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING
IV=IRRIGATION VALVE
= APPROVED BY THE CITY ENGINEER. RAINSTORMS. FOR THIS SURVEY IS THE LINE BETWEEN: L=LENGTH NPB=TELEVISION
PULL BOX
7YP=TYPICAL
23 THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS-BUILT° DRAWINGS ON 17. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED SWPPP PLANS,
ENC-33 (PT NO. 1033), N 1957888.951', E 6242388.878, RECORD OF SURVEY 18416 LT=LEFT VC=VERTICAL CURVE
WHICH ALL CHANGES OR VARIA77ONS IN THE WORK, INCLUDING UTILITIES ARE RECORDED. A SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE
RAPID
� 2.5° CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOU77-! SIDE OF THE PARKING LOT FOR THE MAX=MAXIMUM W LY=WESTERL'r'
Ln COPY OF SAID "AS-BUILTS" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL
MEASURES CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. &
MB=MAILBOX WM°WATER METER
WHEN REQUESTED. 18. WHEN RAIN IS IMMINENT A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE ENC-25 (PT NO. 1025), N 1965570.266',
E 6239988.375, RECORD OF SURVEY 18416 MIN=MINIMUM W MH=WATER MANHOLE
w RAINY SEASON. 2.5" CITY OF ENCINITAS BRASS DISC IN WELL MONUMENT IN THE MIDDLE OF THE INTERSECTON OF MUTCD=MANUAL OF
UNIFORM WV=WATER VALVE
24. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY SOUTH EL PORTAL STREET AND LA MESA AVENUE, 100 FEET NORTH
ALONG THE SOUTHEASTERLY
T APPROVAL BY THE CITY ENGINEER. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE CURB LINE OF SOUTH EL PORTAL
STREET.
o WEL
WITHOUT TRAFFIC CONTROL DEVICES
0 THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED.
SAID BEARING BEING. N 1721'17" W
a
s NOTEa
Q THE CONTRACTOR SHALL USE EXTREME CAUTION IN PROTECTING ALL EXISTING IMPROVEMENTS 19. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
INLET TO PREVENT 47 7
� ADJACENT TO THE PROJECT INCLUDING PCC IMPROVEMENTS, IRRIGATION FACILITIES AND SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
�^
Q APPURTENANCES, TREES, SHRUBS, LANDSCAPING, WM, PARKWAY DRAINS, WALKWAYS, BRICK , rw
z WORK ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED IMPROVEMENTS IN " os 37-13
`�' Civi\