HomeMy WebLinkAboutDWG 484-3; MS 14-06; EL CAMINO REAL UTILITY CROSSINGS; 01-02GENERAL NOTES
1-THIS PLAN SUPERSEDES ALL OTHER PLANS PREVJOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4_ A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RA TING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GU/DE_
5, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9_ THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH[
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WI THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12, A PR[CONSTRUCTION M[FTING SHAii BF H[I D AT THF 5/TF PRIOR TO TH[
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13-ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON TH[ DAY BF[ORF THF INSPECTION IS N[FDEQ INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS,
15. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE. INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARD$ FSTABI ISHfD BY THE CONSTRIICTION SAITTY ORDER$ TIT/ F 8
CALIFORNIA ADMINJSTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS W/1 I CFAS[ IMMffi/A rn y AND THE
PERM/TT.EE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17, ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 AM. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERA T/ON.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERM/ T,
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCrJON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CA T/ONS (760)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
"c!TY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (160)438-2722
"SAN D/EGU/TO WATER DISTRICT (760)633-2650
*LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLEC/TOS WATER DISTRICT (760)744-0460
"OLIVENHAIN WATER DISTRICT (7601753-6466
*BUENA SANITATION DISTRICT (760)726-1340
* AS APPROPRIATE
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAV[ B[[N CONDUCT[D BY A PROF[SSIONAL [NGIN[[R OF TH[ STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN -ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED, ALL LUM/NA/RES SHALL 8£ "CUT OFF" TYPE.
3, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMJNISTRA TIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION JV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M/9_
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESJGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST
EDITION (GREEN BOOK).
2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3, BEFORE ANY CONNECTION TO THE D!STR/crs EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT, IT MUST BE SIGNED ANO APPROVED
BY THE D/STRJcrs ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760) 438-3891)
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENG/NEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & 3.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA TJON PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS,
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W,D,
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. WD. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4_ A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO, (760)438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK . -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER
7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECT/ON. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12, THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE,
13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900,
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: WALSH ENGINEERING & SURVEYING INC_
ADDRESS: 607 ALDWYCH ROAD
CITY, ST.: EL CAJON, CA. 92020
TELEPHONE: (Gl'f) Sf'j-67~
BY· ~&-• {A) {,,J.~
,LAWRENCEW WALSH
R.C.E. N0,:__:4_,::63ec1c:c6 ___________ _
REGISTRATION EXP/RAT/ON DA TE: _1_2·_3_1·_20_1_6 __ _
SIGNING AND STRIPING NOTES
/_ THE CONTRACTOR JS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4_ ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FJELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR
7, EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO JNSTALLA TION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9, ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA '5 MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD ORA WING M-45.
16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM/-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE 0M1-3
OBJECT MARKER SHALL BE 12"X12"
INDEX OF SHEETS
VICINITY MAP
PROJECT
LOCATION
CITY OF OCEANSIDE
REFERENCE DRAWINGS
CMWD 90-101
P.N. 3891
P.N. 3957
BASIS OF BEARINGS
SOURCE OF TOPOGRAPHY
PACIFIC
OCEAN
TOPOGRAPHY DA TA SHOWN ON THESE PLANS WAS COMPILED FROM
GRADING PLAN DRAWING NO. 460-6 AND SUPPLEMENTED WITH
TOPOGRAPHIC DA TA PER GEOTECHNICAL MAP WORK ORDER
1050-SD. THE GRADING PLAN WAS PLACED ON BEARINGS PER
THE CENTERLINE OF RS 1800-1. THE TOPOGRAPHIC DATA PER
THE TWO SOURCES WERE MATCHED BY ADJUSTING THE CONTOURS
PER THE GEOTECHNICAL MAP UPWARD 2,0' BASED ON EXISTING
CONTOURS ALONG EL CAMINO REAL,
78
1'<"
c/1;'11-__ R~O~~lQ,~----r
~',-?
CITY OF VISTA
CITY OF ENCINITAS
----~,---:::-·------·-·:--·-~·····:.-·-------:--'"-r' I·
WORK TO BE DONE
TH[ IMPROVEMENT WORK SHALL BF P[RFORM[D IN ACCORDANCE WITH TH[
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER
1. CARLSBAD MUNICIPAL CODE
2, CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO, NA. DATED ________ _
5, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK),
6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE
_____ DATED DEC. 31 2009
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8, CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N.A.
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY _N_.A ______ _
DATED______ WDID NO. 9 375 _____ _
/0_ STORM WATER MANAGEMENT PLAN PREPARED BY _N_.A ________ _
DATED ______ _
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
EXIST. WATER MAIN
EXIST. SEWER MAIN ---S---
EXIST. SEWER MANHOLE ---{_g-.--
EXIST. GAS MAIN -"-G---
EXIST. STORM DRAIN --SD'--~
EXIST. FUEL ---F ___ _
PROPOSED WATER MAIN SDRSD WP-02
PROPOSED 8" GATE VALVE
PROPOSED SEWER MAIN SDRSD SP-02
LINE BORE EXIST SEWER MH SDRSD SM-03
PROPOSED FIRE SERVICE SDRSD WF-01, WP-02 -----
PROPOSED 6" GATE VALVE
PROPOSED ELEC. CONDUIT ---E/C·---
PROPOSED TREANCH RESURFACE
PROPOSED FIP-E HYDRANT A SSE M BLY
INSPECTOR
r -,
L --:...,
"AS BUil T"
/4/, wail
EXP. 12-Jf-/8
171 LF
'1 EA
110 LF
1 EA
162 LF
-2(EA
166 LF
390 LF
I EA
DATE
l,,
IN THE VICINITY OF STATION 529+30 EL CAMINO REAL
PROJECT LOCATION
l---+---1-----------------+---+-----I I sH1EET I CITY oF "eARLSBAD I sH~Ts I
ENGINEERING DEPARTMENT ~='-==========-=====:
No. C 46316
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS
N 363 850 E ~1 ~67~3=2=0=0 ______ _
BENCH MARK
DESCRIPTION: WELL MONUMENT
LOCA T/ON: MEDIAN OF EL CAMINO REAL 300 FEET NORTH OF
CHESTNUT AVE. STAMPED CLSB-124 LS, 6215.
RECORDED: FEB. 8, 2002 PER RO.S, 17271. FILE NO, 2002-0112862
ELEVA T/ON: 280.996 DA TUM:_N_G_\.'._D_88 ___ _
1-11-/7 ,l,.J_ /2.'\ AS-e.lJILTS
7-Z-7-l'i , '.bf. 11\ Rf PLACE SHEETl TO REMOVE J;" FIRE SERVICE
DA lE INITIAL
IMPROVEMENT PLANS FOR:
EL CAMINO REAL
UTILITY CROSSINGS
TITLE SHEET
-A-PP_R_o_vE_,,,,,n-.. -~"'A"'-S~"'--,"-~""-e""~""hb"'D""R-T---;---;---3, 2 s, J £
CITY ENG~ PE 6j912 EXPIRES 9/30/16 DATE
l".?f/-15""1-:1;i?f5 1 •ZS•I ~.;-OWN BY: I PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: __ _
tE~N~Gl:NE~E:R_'.O~F~W:O:RJKL __ _:_R:.:E:_V:.:l:::S:.:10:.:N.:....:D::..E:::S:::C=:..:R:.:IP_T:.:l.::0:_N~---J..'.'.O'.'.'.TH~E'.'._R~A~PP:R:'.'.OV:'.'.A'.:LJ__'.c:'._1T~Y.:_A:P::PR:o~v~AL:_l_:R::V::W::D::::::B:::Y::::: ===~===M=S=14=-=0=6===:::=4=B4=-3=:::.J'
. I
L:\pROJECTS JD\13800 EL CAMINO REAL\PRODUCTION DRAWINGS\13800 IMP PLAN.DWG FebruarV 09: 2015 -1;1•311•
l, I
i
-
□ D,
i -2: 9 2: q
~ OJ, m :cl
□. D l>'
:Ei -, 2• CJ!
2: ci s:,
OJ' ml
;a
□ ~ ~ 2
G)
2
C s:
CD m D
~ ---
0812'\'J
-
-,,
' _oso 15 I
I.
230
220
EXISTING 6" ACP WATER MAIN PER DWG. NO. 194-1' ____ _
EXISTING WATER
METERBOX
EXISTING
RETAINING WALL
CONNECT TO EXISTING
6" WATER MAIN.
INSTALL T.B. AND ONE
B"G.V.
10" FUEL LINE
' :-~:-·-:o--,,
•.t:/,:·iit:?''..
JSI/fiG..:\
~f ffrf?'JNT
'.'S"'.,,!:./.,'}:\ :,,,
PROFILE: 8" WATER MAIN
SCALE:
HORIZ. 1"=20: VERT. 1"=4'
PLAN: 8" WATER MAIN
SCALE: 1• = 20'
NOTE:
CONTACT KINDER MORGAN AT
310-628-7350
PRIOR TO WORK NEAR FUEL LINE
2 WEEK NOTICE REQUIRED FOR
STAND BY INSPECTIONS
--!---
\ \
CURB, GUTTER AND SIDEWALK
PER CITY PROJECT NO. 395
T.B. AT 90° ANGLE
529+98.50
RIW
GRADED
DRIVEWAY
"AS BUil T"
P.E. __ _ EXP. ___ _ DATE
230
220
II
II
II
11
I I
I I
I I
I I
I I
~-----· I I --~--'----(" ---
FUTURE24"
Fi,CPSTORM
DfiAIN. ...
TOP 223.0 +/.
·i l
V
11
V
FUTURE 18" RCP
'.STORfvf DRAIN,
.TOP 223.9 +/-
PROFILE: 8" PVC SEWER MAIN
SCALE:
HORIZ. 1"=20', VERT. 1"=4'
. .
·' . .
...
••
PLAN: 8" PVC SEWER MAIN
SCALE: t• = 20'
230
220
EXISTING
TELE. VAULT
RIW
GRADED
DRIVEWAY
529+48.83 RT. 67.46'
ENDSEWER5
BEYONDRIW
PROVIDE END CAP.
----·----------
No. C 4631 w,
~~,, ~1.6
1" t,
1---+---+------------+---+--+---i-----i I S2HEET I CITY OF CARLSBAD I SH2EETS I
:====-===E::::N:::::G:::IN:::::E::E:::Rl:::::N:::G::::D::E:::P:::AR:::TM:::::E:::N=T=='...':::==~
BENCH MARK
DESCRIPTION: IIE'LL MONUMENT
LOCATION: MEDIAN OF EL CAMINO REAL 300 FEET NORTH OF
CHESTNUT A VE. STAMPED CLSB-124 L.S, 6215.
RECORDED: FEB. B, 2002 PER R.0.S. 17271. RLE NO. 2002-0112B62
ELEVATION: 2B0.996 DA TUM:.~N=G~VD=Bcc.8 ___ _
-1 ·
AS· BIJILT$
REPLACESSHEETORIGINALLYSIGNED3-25-15 ''\, JS S~
ENGINEER OF WORK
:...QA TE INlllAL
REVISION DESCRIPTION .· "OlHER APPROVAL
DA TE INlllAL
CITY APPROVAL
IMPROVEMENT PLANS FOR:
EL CAMINO REAL
UTILITY CROSSINGS
APPROVED~:d'kMRT 't-· z. B •Is
c-,=TY---EN-:G:::-IN2EE=:Rc=-:P::::E~6~3~91~2=-=E:':xP""1R=E=s-:9:-;::30::-;:-16:--DATE
DWN BY: ---CHKD BY: __ _
RVWD BY:
;m 1JIK» B. CAIINO R£AL
PROJECT NO.
MS 14-00
DRAWING NO.
484-3
lJIDJ 11P PlAN.DWG My 'LI, 20!5 -11:40mn
' ·"--I TI
D' Cl) I " JJ ~ D ii □ C ~ ~ ~ '1 m m "" -•• • 2 •m TI SP q ~~ z m • z ,: 2 cC •< I Cl ,g ~ 0
'~ lJ " sl '!ii {I) .m
'j ~ s: m z z 1 m
I "' ~
I
11
I I
I
I '
'
I I
i
.I
I
I \!! ~
I ~ 8 CJ. " JJ ll 0 l>. a □ □ !!! el C ~: Cm ~ 'ii> mm -~· • 2i . ~ (j)I ~ ~ z •z ~ 2, ~c 'ii < a C:i g :;g
~ TI " S:: ,m fTI mm ;;; tc. l iii z m. z ll, m "' ~ .
081215
I
I ---. -
I
' I '
i