HomeMy WebLinkAboutDWG 415-9B; CT 97-13; CARLSBAD OAKS NORTH - FARADAY AV; 01-23GRADING NOTES
(IN ADO I Tl ON TO THE REOU I REMENTS OF CHAPTER 15. 16 OF , THE
CARLSBAD MUNICIPAL CODE. I
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARD I N!l GRAD I NG SHOWN ON TH IS 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 AOD!T!ONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS lt1-IEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WDRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTEO TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WDRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/ TTEE" S POL ICY IN THE MINIMUM AMOUNT
OF $/, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WR/ TINO THE POL ICY MUST HAVE A RATING OF "A" ANO A SIZE
CATEGORY OF CLASS VAS ESTABL !SHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION JOI. (b/5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERM/ TS FROM THE BUILDING DEPARTMENT.
6. NO WDRK SHALL BE COM\IENCEO UNTIL All PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WDRK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/ TTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WRK PRIOR TO FINAL ACCEPTANCE OF THE WDRK BY THE
CITY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION.
12. 1'11-/ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF, (Al SU/,1,/ARY SHEET, (Bl LABORATORY WDRK SHEETS AND {CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TM! WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMIIENOATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERM/ T. ALL CONTROLLED GRADING
SHALL BE DONE UNOER THE OIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CAL /FORNI A PRINCIPALLY DOINO BUSINESS IN THE FIELO OF APPL /ED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTEO IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THf S/Tf PRIOR TO THE
BEGINNING OF WORK AND SHALL Bf ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TEST/NO ANO ALL
OTHER ASPECTS OF THE WRK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (1r;O 438-3891/ AT LEAST FIVE (5/ WORK/NO
DAYS PRIOR TO START/NO CONSTRUCTION. APPROVEO DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRAOING PERMIT WILL BE PROVIOEO BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSFFCTION REQUESTS OTHER THAN FOR PRECQNSTRIH;TION MEETING WI! I BF
MADE BY CAIi iNG [HF ENGINEERING ?4-HOIJR INSPECTION REQUEST I INF AT
/7601 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MAOE AFTER
2.-00 P.M. WILL BE SCHEDULED FOR TWO FULL WDRK OAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL OESION, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCL/JO/NG
SHOR/NO, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A OETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE OESION OF SHORING, BRACING SLOP/NO OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NO THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'/ OR
MORE IN OEPTH ANO APPROVED BY THE Cl TY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PIAN VARIFS FROM THE SHORING SYSTEM
STANOAROS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CAL /FORNI A ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VAL 10 BLAST/NO PERM! T HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WITHIN ANY WDRK AREA
OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE /1,1,/EOIATEL Y ANO THE
PERMITTEE WILL NOTIFY THE CITY ENO/NEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BEL IMITEO TO THE PERIOD BETWEEN 7.-00 A.M. ANO
SUNSET EACH OAY, MONDAY THRU FRIOAY ANO NO EARTHMOV/N(J OR GRADING
OPERATIONS SHALL BE CONOUCTEO ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./
21. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMI TTEO BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WDRK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
0£POSITEO AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVEO UNLESS SPECIFICALLY NOTEO ON THE PLAN.
24. ALL AREAS SHALL BE GRAOEO TO DRAIN. GRADING RESULTING IN THE PONO/NO OF
WATER IS NOT PERMITTED. All EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP£.
25. THESE PLANS ARE SUBJECT TO A SlrJNEO ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR/M',/EO TO A FINISH GRADE TO PROO/JC£ A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
FARADAY AVENUE
C. T. 97-13
21. ALL SLOPES SHALL BE IRRIGATEO, STABILIZED, PLANTEO ANO/OR HYOROSEEOEO
WI THIN TEN ( 10/ DAYS OF THE TIME lt1-IEN EACH SLOPE IS BROUGHT TO GRAOE
AS SHOWN ON THE APPROVED GRADING PLANS-.-
28. LANDSCAPING SHALL BE ACCOMPL ISHEO ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 4l5-9L AND 4I5-9M, ANO/OR AS DIRECTED
BY THE Cl TY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REOUIREO FOR THIS
WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF I, 350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
(IT/LIZEO PROV!OEO DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4"
ROCK PER SORSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOL 10 WALL PIPE.
31. 1'11-/ERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER ANO/OR THE GEOTECHNICAL ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUNO ANO UNOER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTIL /TY COMPANIES (SEE BELOW/ AT
L£AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNOERGROUNO SERVICE ALERT
SOGBE
1-800-422-4133
(800/660-7343
(800/892-0/23
(160/438-7741
PACIFIC BELL
AOELPH I A COM'./UN I CA Tl ONS
Cl TY OF CARLSBAD (STREETS 8 STORM ORA IN/
CITY OF CARLSBAD (SEWER, WATER 8 RECLA/MEO WATER/
BUENA SANITATION DISTRICT
34. PERMIT COMPLIANCE REQUIREMENTS.-
( 760/434-2980
( 160/438-2122
(760/726-1340 {X 1374/
A. FOR CONTROLLED GRADING-THE APPL /CANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS (15.16. 120 A. 8)
CARL SBAO MUN IC I PAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMI TTEO TO THE Cl TY ENO/NEER VIA THE
PROJECT INSPECTOR (15.16.120 A.I0) CARLSBAD MUNICIPAL CODE.-
(I/ FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
!JRAO I NO IS COMPLETE. ALL EROS I ON CONTROL, SL OPE PLANT/ NO
ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WI TH Cl TY
CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT/.
(2/ AS-BUILT GRADING PLAN.
(3/ REPORT FROM THE SOILS ENGINEER, lt1-IICH INCLUDES
RECOMVENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SU/,1,/ARIES OF
FIELO AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMVENOATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
(4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I/
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
T() BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH£ SOILS REPORT TITLED PRELIMINARY OEOTECHNICAL INVESTIGATION FOR
THE PROPOSED CARLSBAD OAKS EAST CARLSBAD CALIFORNIA DATED JUNE 15,
1990, PREPARED BY WOOWARD-CLYDE CONSULTANTS, ANO /JEOTECHNICAL UPDATE
Tl TLEO CARLSBAD OAKS NORTH 8U'l/NESS PARK· CT 97-13 CARLSBAD CALIFORNIA
GEOTECHNICAL UPDATE OATEO OECEMBER 28, 1999, ANO REV/SEO JANUARY 4,
2000, PREPARED BY GEOCON, INCORPORATEO SHALL BE CONSIOEREO AS PARTS
OF THIS /JRAOING PLAN. All GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMVENOATIONS ANO SPECIFICATIONS IN SA/0 SOILS REPORT.
ENGINEERS NOTES
I. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED GRADING ANO
IMPROVEM£NTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOLINE DATE OF THE
IMPROVEMENT AGREEMENT.
2. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO 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 M£ASURES TO PROTECT THE UTIL /TIES SHOWN ON THE PLANS ANO
ANY OTHER EXISTING FACILITIES OR STRI/CTURES NOT SHOWN.
EARTHWORK QUANTITIES
PROJECT LOCATION
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1994 £ 6252.
SOURCE OF TOPOGRAPHY
TOPO/JRAPHY SHO'ltN ON THESE PLANS WAS GENERA TEO BY AERIAL
TOPOGRAPHIC SIJRVEY BY SAN LO AERIAL SURVEYS ON MARCH 14, 1996.
TOPOGRAPHY SHO'ltN HEREON CONFORMS TO NAllONAL MAP ACCURACY
STANDARDS.
LEGAL DESCRIPTION:
A PORTION OF LOT 'B" OF RANCHO AGUA HEOIONOA, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN [}/£/JO COUNTY, NOVEMBER 16, 1896.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SIJRVEY IS THE CALIFORNIA COOROINA TE
SYSTEM NA08J, ZONE 6, BASED UPON THE GR/0 8£ARIN/J BETl',fEN PT. NO.
18 ANO PT. NO. 71 AS OESCR/8£0 IN RECORD OF SURVEY NO. 11211,
1.£ N26 '28'20'£
BMP NOTE
ALL BMP's FOR THIS PROJECT ARE TO 8£ MAINTAINED BY THE DEVELOPER
ANO/OR FUTURE OWERS WITH THE EXCEPTION OF TH£ CURB INLET
INSERTS WITHIN FARAOA YA VENUE ANO £L FIJERTE STREET, lfl-!ICH ARE TO
BE MAINTAINED BY THE CITY OF CARLSBAD.
BUENA SANITATION DISTRICT
SEE SHEET No. 2 FOR 850 NOTES.
CITY Of OCEANSIDe:
PAClflC
~
OCEAN
·•lef'7
l CITY Of VISTA .--;-SITE
CITY Of ENCINITAS
of o [ o.P
CITY 01' /"'ll6Jl,D\j SAN MARCOS
SOILS ENGINEER's CERTIFICATE
( 1J-/~ V tlfl/!>('/1/J ' A RE/JISTEREO CIVIL
ENC/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NIJ BUSINESS IN
THE F/£1/J OF APPi/ED SOILS MECHANICS, HEREBY CERTIFY THAT A SAA/Pl/NG
ANO STUDY OF THE SOIL CONO/llONS PREVALENT WITHIN THIS SITE WAS
MADE BY ME OR UNDER MY 0/RECTlON BETWEEN THE OATES OF
------, /9 __ ANO _____ , 19_,
TWO COPIES OF TH£ SOILS REPORT COMP/LEO FROM THIS STUDY, WITH
MY RECOMMENDATIONS, HAS BEEN SUBMi~TTE, TO THE OFFICE OF THE CITY
ENGINEER. A ·
/' "'f//J==""fE""ss"'1~ S!/JNEO: .!i!...,__7{....,_. ""~-, ..... ~,,_Ju•Jt}"'~"'=1~------
t;,'!t<!),-,.1--s V. L1Ai; <:_/j:\ G.£ NO.: ~·,.,,,ie<~<.3,c__ __________ _
'.'; {? . ~ ':t. ~ :-. i'm'.W;..9i; ~ '° 8
" Exp ~lp :'
'.P~~ ,;;-:: ~ ,<j, Otcr'"\~\\G _.,:;-
OAT£.· ..&la/4.t-J •
'-' (;'~ ... ~ 0<;"' .f!.r-CAl.l'Q -~--
!/C£NS£ EXPIRATION OAT£.· ' 7
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY OE CLARE THAT I AM THE £NIJ!N££R OF JIORK FOR THIS
PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHAR/JE OVER THE
DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6103 OF TH£ fl/JS/NESS
ANO PROFESSIONS COO£, ANO THAT TH£ DESIGN IS CONS/STENT I+/ TH
CURRENT STANDARDS.
ODAY CONSULTANTS, INC.
2710 LOKER A VENUE HEST, STE. 100
CARLSBAD, CALIFORNIA 92008-1317
(160) 9Jl-1700
l!MO THY 0. CARROLL, JR,
R. C.£ NO. 55381 EXP. 12/Jt/04
OWNER's CERTIFICATE
I (WE} HEREBY CERTlFY THAT A REG/STEREO SOILS ENIJINEER OR
CEOLO/J!ST HAS BEEN OR WILL 8£ RUAINEO TO SUP£RVIS[ OVER-ALL
CRAOING ACllVITY ANO ADVISE ON THE COMPACTlON ANO STl,8/LITY OF
THIS stTEh_,fJ~ ~et . 1 '°/1 'l /o 0'
NAME.-J' Tl TLE .-OA TE
OWNER
CARLSBAD OAKS NORTH PARTNERS, L.P.
P. 0. BOX 80036
SAN 01£/JO, CALIFORNIA 92138
(619) 223-1663
CIVIL ENGINEER/LANO SURVEYOR: •
ODAY CONSULTANTS, INC.
2710 LOKER A 'vf:NU£ HEST, SUITE 100
CARLSBAD, CA. 92008
(760} 9J/-1100
GEOTECHNICAL NOTE
PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THIS PROJECT, AN UPDATED
GEOTECHNICAL REPORT SHALL BE REVIEWED BY THE CITY OF CARLSBAD'S
ENGINEERING DEPT. CHANGES TO THESE PLANS MAY BE REQUIRED BASED ON
THAT REVIEW.
WORK TO BE DONE
THE /JRAO!N/J WORK SHALL CONSIST OF THE CONSTRUCTlON OF ALL CUTS ANO FILLS,
REMEDIAL /JRAOINIJ, ORA/NACE FAC/L/11£S, EROSION CONTROL FACILITIE5, ANO
PLANT/NC OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT CRAO!N/J PLANS,
AS-8/J!LT /JEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO THE CITY Sl4NOAROS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTlONS ANO
ORDINANCES CITED ON THESE PLANS.
THE CRAO!N/J WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWINIJ DOCUMENTS,
CURRENT AT THE TlME OF CONSTRUCT/ON, AS 0/RECTEO BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL COO£
2. CITY OF CARLS.BAO Sl4NOAROS.
J. THIS SET OF PLANS.
4. RESOLUllON NOs. 5244 -5252 DATED AUGUST 21, 2002.
5. THE STANDARD SPEC/FICATlONS FOR PUBLIC WORKS CONSTRUCllON (GREEN BOOK).
6. SOILS REPORTS ANO RECOMMENDATIONS 8Y WOODWARD -CLYDE CONSULl4NTS OATEO JUNE 15, 1990.
1. SOILS REPORTS ANO RECOMMENDATIONS BY CEOCON. INCORPORATEO OATEO DECEMBER 28, 1999.
8. THE SAN 0/EGO R£/JIONAL. Sl4NDARO DRAWINGS ANO AS MAY 8£ MOOIF/£0 BY THE CITY OF CARLS.BAO STANOAROS.
9. ENVIRONMENTAL APPROVAL DOCUMENTS OATEO AUGUST 21, 2002 RES. NO. 5244.
10. STORMWATER POLLUllON CONTROL PIAN (SWPPP) PREPARED BY OVAY CONSULl4NTS
DATED OCTOBER 2004, W0/0 NO. 9 J1CJJ0416, RECV OCTOBER 14, 2004.
NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY.
STD. owes. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE.
LEGEND
DESCRIPTION STD. owe. SYVBOL
SU80/VIS!ON BOUNDARY. • • • • • • • • • • • • • • • • . • • • •
£XISTINIJ CONTOUR. • • • • • • • • • • • • • • • • • • • • • • • •
-----------··--·-····--·· 20---
PROPOSED CONTOUR. • • • • • • • • • • • • • • • • • • • • • • •
______ 2.,.--
,.__
DAYLIGHT LINE.. ••••• _ • __________ • _ _ _ _ _ _ _ _ • ___.i:.... -J.--
CUT/ FILL !/NE. • • • • • • • • • • • • • • • • • • • • • • • • • • -// ~
EX/STIN/J SPOT ELEVATION. • •••••••••••••••••••••
EXIST/N/J FLOW!/N£ ELEVATION. • • • • • • • • • • • • • • • • • • • • ~
EXISTIN/J SLOPES. • ••••••••••••••••.•••••••
CUT OR FILL SLOPE 1/NES. • • • • • • • • • • • • • • • • • • • •
FLOWUNE ELEVATION. • ••••••••••••••••••••••
FINISHED SURFACE SPOT ELEVATlONS ••••••••••••••••
20.00 fZ ➔
20.0 I'S ➔
FINISHED /JRAO£ SPOT £LEVAT10NS. • • • • • • • • • • • • • • • • 90,Q_
• FG
S!/JHT DISTANCE • _ • • • • • • • • • • • • • • • • • • • • • • • • &---
BROW DITCH. • • • • . • • • • • • • • • • .D-15' TYPE '8'. ..
RIP-RAP. • • • • • • • • • • • • • • • • • .D-40~
W/NCTYPE HEADWALL • • • • • • • • • • • • .D-J4.
JO" RCP STORM DRAIN.
24' RCP STORM DRAIN •••••••••••••••
18' RCP STORM DRAIN •••.•••••••••••••••••••
RETAININ/J WALL (SEPARATE PERMIT REQUIRED). • •••••••••
RELOCATE EXIST. 6' CHAIN LINK FENCE. ••••••••••••••
CANYON SUBORAINS. • • • • • • • • • • • • _ • • _ • • • _ • • • •
SUBORAIN HEADWALL • • • • • • • • • • • • • • • • • • • • • • • •
-
-
-
-SC== f
--SC== f - - - -
-0
ENVIRONMENTAL FENCINIJ •••••••• _ • .DETAIL SHEE.T J. . . -EF--EF--
CMP RISER W/ TRASH CRATE •••••••• .DS-3. • ••••••
PCC SPILLWAY. • ••••• _ • • • • • • • .DS-J.
CONCRETE PRQTECTl[)Ji ••• _ • • • • • • • ,,S-11.
REMOVE EXIST. ABM CHANNEL. • • • • • • • • • • • • • • • • • • • •
ACCESS ROAD (4' AC/4" AB}· • • • • • • • • • • • • • • • • • • • • Mllilll
'MOOIFIEO BY CITY OF CARLSBAD STANDARDS
QUANTITY
J/20 LF
JJ7 CY
2 EA
41 LF
/J5 LF
JO LF
JOOO SF
595 LF
160 LF
I £4
8200 LF
2 £4
2 £4
JJO IF
4200 SF
10845 SF
DESIGNED BY: ~C=.0~. __ DATE: MARCH 2003
DRAWN BY: J.S. LT. SCALE: AS SHOWN
PROJECT MGR.· T.O.C. JOB NO.: 96-1005
2710 Loker AventJe West
Suite 100
Corlsbad, California 92008
760-931-7700
Fox; 760-931-8680
www. o<loyc-onsul ton ts.com
Civil Engineering
Pkmning
Prnce.ssing
Surveying
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR.
PLANNING DEPARTMENT APPROVAL "AS BUil T"
lMuRA(l(PSI ~) 7 ~ DATE: I 1/ z. 1 O""--· _______ ., ,.,.,--J ,,, im'cf~(:)""""" I ' -r -/£._;:_ -· <-._ ---C.f
Ill"""" 1 HOTIMITER P"=JNG DIRECTOR TIMOTJ.fY O. CARROLL ,.JR.1
DATE: te/o/6'/
RCE: 55381
CUl' 106,000 CY
FILL: JI0,000 CY
EXPORT: 0 CY
REJ.1£0/AL: 103.000 CY
VICINITY MAP
.NO SCALE
""""" ·-· '''"" RCE 55381 EXP. 12/3/;f)B DATE
~B---~-:-N,-i~·· _-S,~~-:-,-~,-,-~-T,-/Q_W_O~/,-,~-=;=~=-c:,:-::~--:-'1---t ~(~>'~ DATE:11/ ..::i;dl'/-1-R-EV_V_.11_~._...,?flr-lED-B/;Y_: __ -i-,-. -----,-!----;
/!/) I If,,. 0~ /, d •• , I cl ( 0J. ' ti 1,, '/ -1.· SENIOR E;VC/N[ER P. DATE RECOIIIIENDED BY: oe... r(T ;;;, · . · u,.,., f. · ,. ·""·' 1 · '' •• ,
(PRIN' NAME) INSPECTOR DATE
NOTES: I. THESE QUANllllES ARE FOR BONOINIJ PURPOSES ONLY,
ANO ASSUME NO SHRINKAGE. CONTRACTOR TO vER!FY TO
His SA 1/SFACllON.
2. CONTRACTOR SHALL SUBMIT ANO RECEl'vf: APPROVAL FROM CITY
FOR HAIJL ROUTES PRIOR TO HAIJ!/NIJ DIRT OR CONSTRIJCllON
MATERIALS TO OR FROM THE SITE.
3. SHORTAGE OBTAINED FROM ON-SITE (PHASE !}.
NOTE!.'
ELECTRONIC DATA Rl£S ARE FOR REFERfNCE
ONLY AND ARE NOT TO BE USED FOR HORl70NTAL
OR VERllCAL SURVEY CONTROL BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH S10£ OF PALOMAR
AIRPORT ROAD, JOO FEET l',fST OF
ME!/rOSE OR/VE
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 11}
ELEVATION: 444.00 M.S.L. DATUM: N/JVO 1929
1--1---+------------+----+---I----+---< I SHE,ET I CITY OF CARLSBAD I SHEETS
. ::==~=~~====Ec:N:=G=IN=E=ER=l=N=G=D=E=P:::A:::RT:::M:::E:::N:::T===-~,::21.~~~1!
09/20/07 TC I,\ AS·5UILT5
DATE INITIAL
ENGINEER OF WORK
I;\?61C05\9605FC01.<Jwg 0d 1B, 2004 3:58pm
Xref,: %05\/IC: %05FC, %05/IN
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHAO/NC PlAN~;:SBAD OAKS NORTH ~
FARADAY AVENUE CT 97-!J
APPROVEDs9r" /4-a:;;~ Y"'~P.. LLOYD B. HUBBS /s.,/,.;,,_/p'/
PE 23889 EX : 12-31-05 CITY ENGINEER ' DAT'£
DWN BY: CHKD BY:_gjf_,,,-. >=c-'.o~
RVWD BY:
PROJECT NO.
C.T. 97-13
DRAWING NO.
415-9B
I 120704 -~--•-'a••
NOTE!!
PAI 1708
PCL A
ELECTRONIC OA TA FILES ARE FOR REFERENCE
ONLY ANO AR£ NOT TO 8£ USEO FOR
HORIZONTAL OR 'rERTlCAL SURVEY CONTRa
R08 9167
O' 50' 200' ----100 400'
SCAL£: 1" = 200'
I
I
\
POLLUTION CONTROL
BASIN NO. I
SEE SHEET No. /0
ROS fii7
ROS 91tJ7
C ~/??f'::?T s
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, California 92008 Processing
760-931-7700 Surveying
Fox: 760-931-8680
www .odayconsulton ts. com
CDUNTY OP SAN D/EfJO
DESIGNED BY: C.0.
DRAWN BY: J.S. L.T.
PROJECT MGR.· T.O.C.
ENGINEER OF WORK:
~
TIMOTHY 0. CARROLL, JR.
/
KEY MAP
SCA/.£: 1 • = 200'
"AS BUil T" DATE: MARCH 2003
SCALE: AS SHOWN ~~ JOB NO .: 96 1005 J'/MOTHY 0. Rli'OLL,1/?.
P.E..5.5381 EXP. 1;?.[,3_/[.0,;J.
R~vr~,~;,
,I
DATE: t /_ 1 ~ .
RCE: 55381 rNSPECTOR
' ... -~--....~,.._ -'~-
-?/2..(£0
DATE
1/'i/ug
DATE
.
~"
---.=:..:-.: . .__"-, ' . -:::_ ---'y';,,,::: ~
"-....~~~-.
gH e
POLLUTION C0NTROL
BASIN NO ,:
'
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROi.
LOCATION:
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET Hf'ST OF
MELROSE OR!vE
RECORD FROM: R.QS. NQ 17271 (PT. NQ 11}
ELEVATION: 444.00 M.S.L. DATUM: NCVD 1929
·~ '"'I ' " '
09/,0101
DATE
·1
\I
I
TC
INITIAL
/;
£NG!NEER Of WORK
I,\ AS-BUILTS
REVISION
l·\961005\S60!iF002 dwq llrl 20, 200! 1:05pm
SHEET INDEX
SHEET NO.
I
2
3
4-15
16-19
20-21
22·23
DESCRIPTION
TITLE SHEET
KEY MAP
STREET SECTIONS & OETAILS, NOTES
FARA04Y AVENUE GRAOING PLANS
FARA04Y AVENUE EROSION CONTROL PLANS
WILOUFE UNOERCROSSING DETAILS
CATHODIC PROTECTION PLANS
BUENA SANITATION DISTRICT NOTES
I. RIGHT-OF-WAY PERMIT FROM BUENA SANITATION DISTRICT REQUIRED
PRIOR TO ANY IIVRK WITHIN BSD RIGHT-OF-WAY.
2. BSD ROW PERMIT CONTINGENT ON: I) EXECUTED PARTICIPATION
AGREEMENT BETWEEN BSD ANO OWNER PROVIDING FOR DEVELOPER TO PROTECT
BSD FAIL-SAFE PIPEUNE AT OWN COST ANO TO RELOCATE BSD FORCE MAIN
WITHIN FARADAY AVE AT BSD COST. DEVELOPER SHALL PROVIDE FOR ALL
NECESSARY DEDICATIONS AT NO EXPENSE TO DISTRICT. 2) COMPLETED
DESIGN BY 11/E DISTRICT, ANO 3} DISTRICT RESERVES 11/E RIGHT TO IMPOSE
ADDITIONAL RESTRICTIONS ON APPROVAL OF ROW PERMIT.
3 AFTER APPROVAL FOR ROW PERMIT, PERMIT SHALL BE ISSUED AT A
MANOATORY PRECONSTRUCTION MEETING.
4. AFTER ROW PERMIT IS ISSUED, THE CONTRACTOR SHALL NOTIFY THE BSD
ENGINEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING
IIVRK AFFECTING EXISTING OR PROPOSED BSD FACILITIES. 24 HOUR PHONE
NUMBER (760} 639-6113
(GALVANIZED OR GALVANIZED & PAINTED GATE}
15' CLEAR OPENING (MIN.)
I 80' INDUSTRIAL HINGES
((MIN CLEAR EA. SIDE DwY)
REFLECTORS
BOTH SIDES 3• SCHEDULE 40 PIPE FRAME,
2 "--1 \-_ WELDED
l=:!==-;::i====::::;i . 12''
2.'
6 5/8 SCHEDULE 40 POSTS
CONC B4CKFILL POSTS ..___~
NOTEs.·
I) AGENCY WILL PROVIDE AND INSTALL CHAIN AND LOCK
2) GATE POSTS TO BE B4CKFILLED WITH CONCRETE
ACCESS CONTROL GATE
NO SCALE
I S2ET I CITY OF CARLSBAD s1.ifs
ENGINEERING DEPART~ENT
GRA/)/NC PLANS FOR: ._2~ J
CARLSBAD OAKS NORTH I
FARADAY AVENUE CT 91-IJ
APPROVED /JT
"4&e~~ ~~ LLOYD B. HUBBS
PE 23889,.__ EXP:12-~ CITY ENGINEER
l'e>bf(ctl 7DAT
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GvP 415-98 DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:c>t/ C.T. 97-13
~,cis. 96057UTI.. 9'305fUTL. 960~M.1AP; 9605ASfP, %\Y.iViTR. %05AIITI., ()6QC,PLMI %()5f(;, 1f,Q5fGt Y. %0~f,I{[). %0"lAGI/I). <JhQ~;AN
0309 05
120704
10/508
J
MOD/RED SDRSD D-75
TYPE '8' DRAINAGE DITCH•--
MOD/RED SDRSD D-75
TYPE '8' DRAINAGE DITCH'--
SILT FENCE TO BE PLACED I' BEYOND THE
ULT/MA TE LIMIT OF GRADING.
---c---...,,,,_
FUTURE \
GRADING \
\
i--6"
TYPE I RETAINING WALL PER SAN DIEGO
CHAPTER ICBO {CHAPTER POLICY 222) TO
BE CONSTRUCTED UNDER SEPARATE PERMIT
CURB &: GUTTER
iP~
tnc.=-=====::}r----.-. \, pf
SECTION )4 -A '
NO SCA1£
_,rv.;'£ I RETAINING WALL PER SAN DIEGO
CHAPTER /CBO {CHAPTER POLICY 222) TO
BE CONSTRUCTED UNDER SEPARATE PERMIT
SECTION 'c-c'
NO SCA1£
2" x 2" WOOD POST
I' MIN. 4' 1,//N.
ENvTRONMENTAL FENCE
NOTE: SILT FENCE MUST
BE INSTALLED PRIOR
TO ',fCATA TION REMOVAL
PL.A.CE RLTER FABRIC1 1,/A !£RIAL ON UPHILL
SIDE OF POSTS PER
4' 1,//N.
FLOW -
DETAIL ON SHEET 16 4• !,/IN.
ENVIRONMENTAL FENCE/SILT FENCE SECTION
R/W 84'
I
, q .1.•0 ' I 10' V,4R/ES ~].!:.101__'-+~-----'.J.~'2---~f--------""'-'-~=--Hr"'--:-i VARIES
0.5'-4,5' o.5'-4.5' '\ 5, ,.,.._.__ ~VARIES VARIES'---"-N'' 5'
'---o'-4.5' o'-4.5' 1-+-+---1 \i.~'fu
7:.\
2%.
6"· TYPE i''
CURB & GUTTER
4" A.C. P',11,/T. O'ff:R 6' A.8.
{MIN.} OR AS RECOMMENDED
BY SOILS ENGINEER. SEE
STREET NOTE I, DUC 4l5-9C
FARADAY A VENUE
NOSCA1£
,tw 84' ------------=------------
32' 32'
~ ~
11: 5' 5' --10' 12' 7' 20' 5~ 10'
~ ~ ~ 5.5' ~
"' ~ 1,-, 'Si '
I ' t "' "i "' 'Si ... "'
\,! "' ,Ii
~:.,
'¾;,~
4" P.C.C. SIDEWALK
(CONTINO/JS lfHERE NOTED}
rw
l2'1/16" WATER MAIN \FUTURE
P.C. C. SIDEWALK
P.C.C. SIDEWALK
FORCE MAIN 8'1/12' REC. WATER UP TO 60" STORM DRAIN
8'1/10" SEWER MAIN OR
8" FORCE MAIN (7' /JIN. COVER)
10'
5.5' 32'
TYPICAL UTILITY SECTION
NO SCALE
79'
64'
32'
4'
· TYPE 't" CURB
& GUTTER A.C. PAVEMENT AND ll4SE
10'
5.5'
EXIST. FARADAY A VE. {CITY OF VISTA)
NO SCA1£
96'
74'
32' 42'
12'
TYPE '1!' CURB
& GUTfER A.C. PAVEMENT AND ll4SE
EXIST. FARA DA Y A VE. {CITY OF CARLSBAD)
P£N CITY OF CAHLS8AO fJWO 1111-2
NO SCA1£
"AS BUil T" BENCHMARK:
i:1#-/
1/
/
'~"/ ---~ '
NOT£!!
ELECTRONIC DATA RLES AR£ FOR R£F£R£NC£
ONLY ANO AR£ NOT TO 8£ (JSED FOR
HORIZONTAL OR 'IERllCAL SIJR'IEY CONTROi..
DESIGNED BY: _;C,,;.Os._. __ DATE: MARCH 2003 0 / ~ DRAWN BY: J.S. L.T. SCALE: AS SHOWN -~ ~ ........-# f/'.,¥-S
PROJECT MGR.• T.0.C. JOB NO.: 96-1005 TIMOTHY O~OLL;JR.
--c---=o---ccN--;:;S-;-;U-..-L-,Tc;c-./;N';--cT.,S;---'---------------! P.E. 55331 EXP.12/31(08 DATE
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, 30D FEET Uf:ST OF
MELROSE DR/',f 2710 Loker Avenue We!;3t
S1-1ite 100
Carlsbad, Californiel 92008
760-9:J1-7700
Fox: 760-931-8680
www. odo ycon sul tan ts.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER Of WORK:
RECORD FROM: R.O.S. NO. 17271 {PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NC'4J 1929
10'± OC
5' X 1.33 LB/FT 'r POST
W/BURIAL MNC (TYP.)
OR OTHER STAKING
METHOD AS APPRO',f[) BY
ENGINEER/NC INSPECTOR.
10'± oc
ENVIRONMENTAL FENCE
NO SCALE
MOO, TYPE D BROW DITCH
P[R SDRSD D-75 I' MIN. COVER
NO. PIIRPOSE
2'
24'
CONTECH ARCH
SPAN= 24'
RISE = 12'
GAUGE= 8
CORRUGATION = 6"x 2"
Ey = 29,000,000 psi
Fy = 33,000 psi
WILDLIFE UNDERCROSSING
(12' x 24 1 ARCH SECTION)
NOT TO SCALE
S££ DW(;, SHTS 20 .t 21 FOR DETAIL
EASEMENT TABLE
{PROPOSED £AS£M£NTS)
cnr R£F. No. ooc. No.
---ORANGE
CONSTRUCTION
FENCE
ANCHOR ATf'ACH POST (TYP.
FOOTING BY
SEPARATE PERMIT (TYP.)
RECOR!JEO
0 PUBLIC STREET &: PUBLIC UTILITY PR 03-93 2004 -!OGG30b NOV '1, 2004
PURPOSES, INCLUDING THE RIGHT TO
EXTEND SLOPES AND ORA/NACE
F,4C/LITIES AS REQUIRED
[[] PUBLIC STREET &: PUBLIC UTILITIES PR 03-97
09/20/07 TC /1\ AS-Bi/IL TS
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
1·\961005\9605F(:OJdw<] Oct :w. 1004 10:Jlom
Xreb: 9605/g; %05AN
DATE INITIAL
CITY APPROVAL
I SJET I CITY OF CARLSBAD I SHEETS
"2<[ ENGINEERING DEPARTMENT
GRADING PLANS FOR: w CARLSBAD OAKS NORTH
FARADAY AVENUE CT 97-13
APPROVED§/ • ~L
LLOYD B. HUBBS l3/-'iP'L A-&:.~~"'· ~ -.•
PE 23889 EXP: 12-lf.11-05 CITY ENGINEER D. E
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: 6\/P C. T. 97-13 415-98 RVWD BY: cw
' -l '-. \
120704 1
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............................... :-.r::· .. . · 1-::::-: ................ :·.: .-.-.-.:·.:: -.-.-.-::.-.-. ·.-.-.·:.: .................. -
WARNING! 30• H.P. G4S MAIN
NOTE· AN SOGtt£ REP I/UST BE ON SITE 0//RING
ANY CONS7'Ri/CT!ON IN TH£ PROXIIIITY OF TH£ .10•
H.P. GAS IIAIN. 48 HOURS NOT!CE IS REQUIRED
NOT£!!
ELECTRONIC OATA RLES AR£ FOR REFERENCE
ONL r ANO AR£ NOT ro BE USED FOR
HORIZONTAL OR VERT!CAL Sl/R',FY CONTROl
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DATE
DATE
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BENCHMARK:
DESCRIPTION: 2' ALUMINUM 0/SC STAMPED GPS CONTROi.
PT. 2002
LOCATION: IN SIDEWALK NORTH SIOE OF PALOMAR
AIRPORT ROAO. 300 FEET WEST OF
MELROSE OR/ff:
RECORD FROM• ROS. NO 17271 (PT. NO 71}
ELEVATION: 4#.00 Al.SL DATUM: NCI!(} 1929
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CAUTION!!
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DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: GVP C. T. 97 13 415-98
~~ LLOYD B. HUBBS
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ENGINEER OF WORK:
SCALE: 1 • -40'
JOB NO.: 96-1005
~CAI DATE:/~
TIMOlHY 0. CARROLL, JR. RCE: 55381
DATE
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LOCATION:
2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
IN SIDEWALK NORTH S/0£ OF PAL{)l,IAR
AIRPORT ROAD, JOO FEET JICST OF
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RECORD FROM : R.OS. NO 11211 (PT. NO 11}
ELEVATION: 444.0011.S.L DATUM: NGl,fJ 1929
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DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~Gc,.VuP'"c--CT. 97 1J 415-98
ENGINEER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL RVWD BY· c.w . . -
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Corlsbod, Co!iforniO 92008
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SE[ OIIG No, 415-9C Fa? SURFACE IMPRO>f:UENTS,
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I SH6ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
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CARLSBAD OAKS NORTH
FARADAY AVENUE
APPROVED,fr .
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ill
CT 97-1.S
IN SIDEWAU( Na?TH SIDE OF PAlOMAR
AIRPa?T ROAD, 300 FEET ~ST OF
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RECORD FROM, R.O.S. NO. 11211 (PT. NO. 71)
~.,,..td. ;,e,'~ LLOYD B. HUBBS /e,/,,2.t./o'/ ~ ii.-""Cos CITY ENGINEER 'DATT bkJ<J12/q;2~0~1tozz1±J.Y:~C~=~= 1;s":A1sf-1e~u"ij1 L[T.~S~=====================⇒=;;;=+;;;;⇒=~;~=+;;;~ ~D;;W;;;N:;::;B~Y;::: ~=-==-=-=_=;-~==:Pc::R;,,0:;:J~ECC::T~N°'O=. =::::,;:;::D~RA';;W~IN:;::G~NO;;:;.
F DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: GVP C. T. 97 13 415-98
ELEVATION: 444.00 M.S.L DATUM, NCW 1929
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: cw . • -ENGINEER OF WORK
l·\961005\9605FG06.dw9 Oct 20. 2004 11·2:>am
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"AS BUil T" DESIGNED BY: C.0. DATE: MARCH 2003 ~~-------/7 0 / DRAWN BY: J.S.L.T. SCALE: 1" -40' ~C:,// .
PROJECT MGR.· T.o.c. JOB No., 96-1005 TIMOTHY o C/IRR0U'1'
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2710 Loker Avenue West
Suite 100
Carlsbad. California 92008
760 931 7700
Fax: 760 931 8680
www.odoyconsultonts.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
-
7/.Jr/4
DATE
-
-
-
-
-
32
-
33
BENCHMARK:
DESCRIPTION:
LOCATION:
2" ALUMINUM DISC STAMPED GPS CONmOL
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET WEST OF
MELROSE DRIVE
RECORD FROM: R.O.S: NO. 17271 (PT. NO. 11)
ELEVATION: 444.00 MS:L. DATUM: NGv/J 1929
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SCALE: 1" = 40'
CAUTION!!
CONTRACTOR TO 'vERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
RELD PRIOR TO CONSTRUCTION/
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CENTERLINE DATA
NO) DELTA/BEARING RADIUS LENGTH
I 6-01"4/'58" 850.00' 114.22'
2 N 51"09'47" t J/8.46'
J 6 01·04'00· 800.00' 98.67'
Stt OWG. No. 4l5-9C FOR SURFACE IMPROVEMENTS,
WA ltR, REC. WA ltR &-STORM DRAIN PLANS
SEE OWG. No. 4l5-9F FOR SEWER FORCE MAIN PLANS
[I) SEE SHEET No. J
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DATE INITIAL RVWO BY: Off • • / -REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL £NGINE£R OF WORK .,_
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030905
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101509
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NOT£!!
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERllCAL SURVEY CONTROi.
2710 Loker Awir,ue West
Suite 100
Corlsbod, Colifom1o 92008
760-931-7700
Fox: 760-931-8680
www. odo yconsul tents.com
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Civil Engineering
Plonning
Processing
Surveying
SCALE: !' = 40'
DESIGNED BY: ~C-.0~·--DATE: MARCH 2003
DRAWN BY: J.S. LT. SCALE: 1 • -40'
PROJECT MGR.· T.0.C. JOB NO.· 96-1005 T!MOTl!Y 0. CARROLL.JR/. 1 >----------------t P.E.5538! EXP. f2_3/t1)3
"AS BUILT"
~(
ENGINEER OF WORK:
TIMOTHY 0. CARROU., JR.
-
DATE
DATE
BENCHMARK:
DESCRIPTION: 2" ALUAIINUAI 0/SC STAAIPEO CPS CONTIIOL
PT. 2002
LOCATION: IN SIDEWALK NOf/TH SIC£ OF PALOl,(AR
AIRPORT ROAD, 300 !HT /'£ST OF
MELflOSE OR/VE
RECORD FROM: R.QS. NQ 11211 (PT. NQ 11)
ELEVATION: 4#.00 M.S.L. DATUM: NCVO 1929
o' 10· 40'
5 20 BO'
SCALE: 1" -40'
CAVTJON II
CONTRACTOR TO VERIFY THE EXACT
LOCA llON OF EXISllNC UllL/llES IN THE
RELO PRIOR TO CONSTRUCllON!
'
09/20/07 TC 1,, AS -BUILT S
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
1:\961005\9605f"G08.dwg Oct 14. 2004 2:25pm
CENTERLINE DA TA
(NO) DELTA/BEARING RADIUS L ENGTH
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2
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4
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SEWER NOTES
N 63"40'3/" [
6= 11°29'43"
N 52'/0'48" [
6 -00°26'38"
800.00'
700,00'
1250,00'
f. REJ.IOVE EXIST. 12• EXCESS EffiUENT LINE PER
BUENA SAN/TA llON 01ST. W.Q No. 5-80-f>I FR(JI,(
STA. 3>1+62 TO STA. .J8+99. S££ IMPROVfl,fENT
PLAN ,f,f5 96 FOR SEWU? REPLACEMENT.
CO.v. DWG . 3821
2 1,1• SE~R FORCE MAIN PER BUENA SANITAllON
DIST. W. Q No. 502>1 TO BE PRO TECTEO IN PLACE.
.1 A RIGHT-OF-11/AY PERMIT FR(JI,( THE CITY OF ~STA
IS REQIJIREO PRIOR TO ANY #ORK llfTHIN THE
BUENA SAN/TA llON DISTRICT EASEMENT.
SEE 0/IG No. 4/5-9C FOf/ SVRFACE IAIPR0',0/ENTS,
WA TEJI, R[C. WATER 4: ST/Jf/1.1 CRAIN PLANS
SEE 0/K;. No. 4l5-9F FOf/ S£IIFR FOf/CE AIAIN PLANS
SEE 0/IG No. 415-9A FOf/ AO.!ACENT CRAOINC PLANS
76.0J'
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245.98'
9.69'
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CARLSBAD OAKS NORTH fil
DATE INITIAL
CITY APPROVAL
OWN BY: __ _
CHKD BY: G\/P
RVWD BY: e,v,I:
FARADAY AV£Nl/£ CT 91-/J
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CITY ENGINEER r DA E
PROJECT NO. DRAWING NO.
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SEE OM; No. 4l5-9F FOR SEWER FORCE MAIN PLANS
SEE OM; No. 4l5-9A FOR ADJACENT GRADING PLANS
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NOT£!!
ELECTRONIC DA TA RLES ARE FOR REFERENCE
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-
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2710 Loker Avenue West
§uite 100
Carlsbad, California 92008
760-931-7700
Fax: 760-937-8680
www .odayconsultants.com
47
SCALE: I • = 40'
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: ~c~.o~---
DRAWN BY, J.S. L.T.
PROJECT MGR.· T.0.C.
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR .
-
48
OATE, MARCH 2003
SCALE: 1 H -40'
JOB NO., 96-1005
RCE, 55381
-
49 50
CAUTION!!
O' 10' 40'
5 20 80'
SCALE: 1 " ~ 40'
S[[ OWC. No. 415-9C FOR SURFACE IMPROV£M[NT5,
WA /ER, R[C. WA /ER, S[W£R &; STORM DRAIN PLANS
S[E OWG No. 415-9A FOR ADJACENT GRADING PLANS
-----·--.. ' y PIP[ GAT[, 5[[ / , '! = \ ,; C:: _ -~--.... ____
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CONTRACTOR TO VERIFY TIIE EXACT
LOCA TTON OF D(ISTTNG UTTUTTES IN TIIE
RELO PRIOR TO CONSTRUCTTON! ~ CITY OF CARLSBAD SHEETS
f---l---+-----------------l-----l------1-----1-----1 LlQ__J ENGINEERING DEPARTMENT X
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P.E.55381 EXP .12 /31/08 DATE
BE NCH MARK:
DESCRIPTION: 2• ALUMINUM DISC STAMP[D CPS CONTROL
PT 2002
LOCATION IN SIDEWALK NORTH SID[ OF PALOMAR
AIRPORT ROAD, 300 FE[T WEST OF
M[LROS[ DRIV[
RECORO FROM: R.OS NO 17271 (PT NO 71)
ELEVATION: 444.00 MSL. OATU M: NGv/J 1929
n9/20Jo7 TC 11\ AS -8UILTS
DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL
\961005\9605FG10 dwu Oci 20. 200,1 17: l\Jpn,
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DATE INlTIAL
CITY APPROVAL
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FARADAY AV£Nl/£ CT 97-13
APPROVED dY
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PE 23889 XP: 12---&i CITY ENGINEERDE
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50
2710 Loker !",venue West
Suite 100
Corlsbod, Colifornio 92008
760-931-7700
Fox: 760-931-8680
www. odo ycons;ultonts. com
B
Civil Engineering
Planning
Processing
Surveying
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51
DESIGNED BY: ~c-~o~. --
DRAWN BY, JS LT.
PROJECT MGR.· l O.C.
ENGINEER Of WORK:
TIMOTHY 0. CARRO LL, JR.
52
PLAN
DATE, MARCH 2003
SCALE: 1" -40'
JOB NO., 96-1005
RCE, 55:181
FARA DAY A VENUE
SCALE: t" = 40'
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CAUTION!!
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RELD PRIOR TO CONSTRUCTTON!
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6 = 13'57'08"
SEE OWG. No_ 415-9C FOR SURFACE IMPRO~MENTS,
WA !ER, REC WATER, SEWER &-STORM DRAIN PLANS
670.00'
670.00'
610.00'
SEE OWG. No. 415-9A FOR ADJACENT GRADING PLANS
18.14'
251.85'
62.38'
104-48'
163.15'
t----+-----+-----------+---+------+---+------1 I SH1E,ET I CITY OF CARLSBAD SHEETS
ENGINEERING DEPARTMENT "21..
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BENCHMARK:
DESCRIPTION 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET MST OF
MELROSE ORI~
RECORD FROM: R.O.S. NO. 17271 (PT NO. 71)
ELEVATION: 444.00 MS.I. DATUM NCVO 1929
09/20/07 TC
DATE INITIAL DATE INITIAL
ENGINEER or WORK REVIS ION DESCRIPTION OTHER APPROVAL
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CARLSBAD OAKS NORTH Y1:f
FARADAY AVENUE CT 97-13
APPROVED dY
&,&' ~ ~ LLOYD 8. HUBBS '-"l!!r/,;1/
PE 23889 ~ ~~ CITY ENGINEER DA~
OWN BY: __ _
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Suite 100
Corlsbod, Colifomio 92008
760-931 -7700
Fox: 760-931 -.8680
www.odoyconsultonts.com
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DESIGNED BY: ~C.~0~-__
DRAWN BY: J,S, U,
PROJECT MGR,· T.O,C,
ENGINEER OF WORK:
TIMOTHY 0, CARROLL, JR.
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58
DATE: MARCH 2003
SCALE: 1" = 40'
JOB NO.: 96-1005
RCE : 55381
':s: "'
PLAN
59
FARADAY AVENUE
SCALD I" = 40'
"AS BUil T"
~CJ ~~ T!M0TI-IY 0 . CI/RROLL , JR.
P.E.55.381 EXP. IZ/3//oe, DATE
60
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---
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET M'ST OF
MELROSE ORI VE
RECORD FROM: R.O.S NO. 17271 {PT. NO. 11)
ELEVAT!Ors: 444.00 M.SL. DATUM: NCVD 1929
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RELD PRIOR TO CONSTRUCTION!
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SEE OWC. No, 4l5-9C FOR SURFACE IMPROVEMENTS,
WA TtR, REC. WA TtR, SEHER & STORM DRAIN PLANS
670.00'
SEE DWC. No, 415-9A FOR ADJACENT CRAOINC PLANS
34.14'
565.86'
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......• --.__··~·'--1--~ t'---+--l----+-+-+--~'--l-'-+-l----+-+-+--'--l---1--1-----l---1--~' --1---1-. ~····i .. ... ........... .J. .... ·I"· ..... ..... . ... .
. : • I. .... ·. . ..... f
.... . ... , ..... ..··.·::····· -+--l--+-+----1---+--1---1--1--+--I--+---~
NOTE!!
El.£CTRONIC DA TA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL Sl/R~Y CONTROL
62
2710 Loker AV¢nue West
Suite 100
Carlsbad, Califorriia 92008
760-931-7700
Fax: 760-931-8680
www.odayconsultonts.com
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: _;C.,..O,,,. __
DRAWN BY: J.S. L.T.
PROJECT t.4GR.· T.0.C.
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR.
DATE: MARCH 2003
SCALE: 1 • -40'
JOB NO.· 96-1005
DATE:/~t
RCE:
SCA££: ,. = ,IQ'
"AS BUil T"
-;;;:;:C!.Lt
T!MOT/.IY 0. CARROLL, JR.
P.E.5538I EXP. 12/31/015 DATE
REVIE}IIED BY:
/.. ·4 A
INSPECTOR DATE
61
OPEN SPACE
BENCHMARK:
DESCRIPTION:
LOCATION:
2• ALUMINUM DISC STA!.IP£0 GPS CONlROI.
PT. 2002
IN SIOtWALK NORTH S/0£ OF PALOMAR
AIRPORT ROAD, 300 FE£T ~ST OF
1.1£LROS£ OR/VE
RECO RD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: #4.00 l.t.S.L. DATUM: NCffJ 1929
' ' I
'
::!:"'°· i..._.·::: -..... . .... 1 . ···I-.. ·· · ...... ··1 .. ·.·.• .. : • ::::·::::: '
68
09120/07 TC
DATE INITIAL
-
-
'
.......... 1 ........ .
... : ..
,
'
I
o' 10' 40'
5 20 BO'
SCALE: 1• -40'
CAUTION!!
CONTRACTOR TO ~RIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
Rill) PRIOR TO CONSTRUCTION!
I,\ A5-8UILTS
DATE INITIAL
ENG INEER Of" WORK REVISION DESCRIPTION OTHER APPROVAL
I \961005\96CSFG13 dwg Oc: 4, 2clJ4 1 l.3pr-1
Xre's: 96CSF':TR: f:605f-'. 96:J5urnup: 960S7jl_l: %D~FG, %0~ Dl!C: %0.~·u'l~· %0~TP0": 96()5FG"D: %05ag-~; 960.SPLA~
' ..... ' ....... .
'
DATE INITIAL
CITY APPROVAL
·. ..... l .... . .... ::·····
"""I""" I""""·"···
' .......... i: ... ' . .......
' ' i
--' ' ' I
' ............ ' ' '
'
'
-f----1--·-l-1 __
i
I
'
CENTERLINE DA TA
(NO
I
2
3
DELTA/BEARING
N 88"26'29" £
I'..= 28"27'50"
N 59'58'39" £
RADIUS
670.00'
S££ OWG. No. 415-9C FOR SURFACE II.IPROVE!.IENTS,
WA/FR, REC WA/lll, S£~R &-STORM DRAIN PLANS
SEE DWG. No. 415-9A FOR ADJACENT Cl/AO/NC PLANS
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GHADING PL.ANS FOR:
CARLSBAD OAKS NORTH
FARADAY AVENUE
LENGTH
161.39'
332.85'
99.76'
SHEETS
X
CT 97-13
APPROVED dY ,, -·,?_ ~ -
PE 23889 'U P: 12-31"'-05
LLOYD 8. HUBBS/~'/
CITY ENGINEER / DA E
DWN BY:
CHKD BY· GvP
RVWD BY · QK· .v
PROJECT NO .
C.T. 97-13
DRAWING NO.
415-98
-
'
'
,_
030905
12070 4
101soa
I
-
I
I
I
I
-
NOTE!!
ELECTRONIC DA/;4 FILES ARE FOR REFERENCE
ONLY AND ARE fOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
f
2710 Loker Avenue West
Suite 100
Carlsbad, California 92008
760-931-7700
Fax: 760-931-8580
www.odayconsultonts.com
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: _C~-~0~. __
DRAWN BY: J.S. LT.
PROJECT MGR.· T.0.C.
ENGINEER OF WORK:
PLAN -
DATE: MARCH 2003
SCALE: 1" = 40'
JOB NO.: 96-1005
FARADAY A V£NU£ .. ✓~-
SCALE: I• = 40'
"AS BUil T"
~CJ -;:,/~
Tl//fOTIIY 0. CARROLL. JR.
P.E. 55381 EXP. !2 /3!~ DATE R: BY: 7£ ~ C-d DATE:fo/;i.dct{ --r--1'-' ) j ~ .
=T~IM~O~TH=Y=o=.-c~A=RR~O=LL~.~J~R_-~---"R~C~E-~. =55~3~8"¥1 INS PECTOR DATE
I
OPEN SPACE
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH S/OE OF PALOMAR
AIRPORT ROAD, JOO FEET WEST OF
MELROSE DRIVE
RECORD FROM R.OS. NO 17271 (PT. NO 71)
ELEVATION : 444.00 M.S.L DATUM: NC.VD 1929
... -···· I
I
I
I
\
o· 10· 40'
5 20' 80'
SCALE: 1 " = 40'
CAUTION!!
CONTRACroR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
RELD PRIOR TO CONSTRUCTION!
l
I
'·
I··-I
(tJO DELTA/BEARING RADIUS LENGTH
I N 59'58 '39 • E
2 6 = 14'3l'2I" 670.00'
3 6 = 02•53'55• 670.00'
4 N 77'23'56" E
5 6 -24"16'28" 670.00'
SEE DWC. No. 415-9C FOR SURFACE IMPROVEMENTS,
WATER, REC WATER, SEIIER &-STORM DRAIN PLANS
SEE DWC. No. 415-9A FOR ADJACENT CRADINC PLANS
3.24 '
169.82'
33.90'
209.18'
283.86'
' 1 I
l----1----1----~------+--+--t--f---J I StH4EET I CITY OF CARLSBAD SH~ ENGINEERING DEPARTMENT .e'/.. ~:::::!_l::::================~2~3;=;~ '
09/20/07 TC /1\ A5·8UILTS
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
l:\961005\96C5FC14Jwg 0d 20. 2004 11 35am ~ c c ~ D 960c CRD
Xret~: '.•bllCrnstr; Ytill'.l!-'.1 1~ %fiC,a1.tl; !-ftil)~,tull; >ioU'.l,UI: \!ti\l5arnOP, 96057utl, 96C5FPR0, ~6:}5FG. 9G0c,TPQ,,, 9605f,_"~-:l60CJFCR c;A ,
DATE INITIAL
CITY APPROVAL
CIMO/NC Pl.ANS FOR: \ L? J
CARLSBAD OAKS NORTH IfJ{
FARADAY AVENUE CT 97-13
APPROVED II r _ . A /4 &(~ ~ ✓ -LLOYD B. HUBBS tob-fftl/
PE 23~ : 12-31 -u.:i CITY ENGINEER 'DE
OWN BY : __ _
CHKD BY: G,J p
RVWD BY: 4 W
PROJECT NO.
C.T. 97-13
DRAWING NO.
415-98
030905
120704
101508
-'
--1 ..... --
-..... .
·-·---.
--
- -
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----' --
:_ _ _:_
----· +---
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···-·--_ ----~-~: ~~~}~-:~;:_-::::-~i-·_f;f _-:~~:: ::4 -~~~----~~;.-:.~~-i--:~~ ~ .. :~:: ?···_·:·
-----··. ------·-----·--
NOT£!!
B.EClRONIC OA TA RL£S ARE FOR REFERENCE
ONLY ANO ARE NOT TO 8£ OSEO FOR
HORIZONTAL OR VERTICAL SIJRIIEY ~TRa.
' \-
--.,_-+-·::.:.· -----__ : .
---I ..
-... 1
'
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--·---I .. --·.::::· :;:;:-·:
••• I ..••
---.::---=-:: --· ________ -_..._. -· ·---::::.. __ :=: .. -._:~:_-__ :.::· L_--.-~------:: •• :: ••• --~---~~:c·.·_-------. -.. := -_--i:.----
; ·_:_ ----· . .: -
2710 Loker Aveflue West
Suite 100
Carlsbad, California 92008
760-9'31-7700
Fax: 760-931-8680
www.adayconsultants.com
Civil Engineering
Planning
Processing
Surveying
--
P~ARADA Y AVENUE
DESIGNED BY: -"C,s.Oc_. __
DRAWN BY: J.S. L.T.
PROJECT MGR.· T.O.C.
ENGINEER or WORK:
DATE: MARCH 2003
SCALE: 1 • -40'
JOB NO.: 96-1005
SCALE:
"AS BUil T"
--;z :-~ .d
TIMOTHY 0 . C~LL,JR_
P.E. 5S38! EXP. 12 /3//0IJ
RE:ytD BY: ~ ! .
~~....-,~-~<?~~J,~/ _ _':'D~ATE~: 1:go/:.'..t,,,?t/ce;tgcf' ___,c;~p,atJ•,._=-J_,.,~c_.___i..,U,"-"~-•,..___
TIMOTHY 0. CARROLL. JR. RCE: 55381 1il'SPECTOR
DATE
--------···
-•. .:.,.__ · I;-: .. :·. i:_ -.. ·------· .. -----_-______ _:_:_ --~--:-·
_-_ ·.:::::. -~--: .. -.::~·-·:+·-·· ;: .::.· +----.. ----
BENCHMARK:
DESCRIPTION:
LOCATION:
2• ALUMINUM DISC STAMPED GPS CONTROL
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOIIAR
AIRPORT ROAD, 300 FEET 1/FST OF
MELROSE DR/!£
RECORD FROM: R.O.S. NO. 11211 {PT. NO. 11)
ELEVATION: 444.00 1,1,S.l. DATUM: NC~ 1929
--
---------... ·-----·
--i -
--_ t~ ------
- - ------+ --------~--:::. ---
·:t.
t---
::.~-=~~-----,c--q-_ --
-
----_--_jc_ -········--
'
---• ----f--··---t--+--+t---+--f------
__ :_
---__ -_:
---
----------l -:~ ·-__ -.. -
--------
-'
,-. -
T---·"·
CENTERLINE DA TA
No) DELTA/BEARING RADIUS LENGTH
I 610.00'
'
LICHT CLASS~ RIP-RAP T=2'
OV[R FILTER FABRIC
2
3
4
I',= 01'59'22"
N 50"31'12" £
/',.= 36'11'42"
N 86'48'54" £
610.00'
23.26'
100.00'
423.25'
33.49'
o· 10'
5
I
40'
20· 80'
SCALE: 1' = 40'
SEWER NOTE
EXIST. EXCESS EFFLUENT UN£ ANO SEPER
FORCE MAIN PER BOENA SANITATION 0/ST. TO
8£ PR07EC7EO IN PLACE
CAUTION!!
CONlRACTrR TO VERIFY Tl-IE EXACT
LOCATION OF EXISTING OTIUTIES IN Tl-IE
R£10 PRIOR TO ~SlR/JCTION!
:-. 'V
'_j_ -.-J,,~, ~ 2'
7
SECTION D-D
NO SCALE
10'
1/4 TON RIPRAP T=2.1
W / FILTER BLANKET.·
I' THICK 3/4" -I 1/2" P.B. /JPP£R LAYER
I ' SANO LOWER LA Y£R
SECTION E-E
NO SCALE
5££ Dllt'. No. 4l5-9C FOR SURFACE IMPROl£/,1£NTS,
WA T[R, REC. WA T[R, SEVER &-STORM DRAIN PLANS
S£E om;. No. 415-9A FOR AOJAC[NT GRAD/NC PLANS
t------+--+-------------+----+----+-----1---------l ~5 CITY OF CARLSBAD SHEETS ~ ENGINEERING DEPARTMENT K.
~GHADl,:::::::::::Wi=='G:.':PI.ANS==FOH:=.================\i=~=;z;:= .K,3;:::t ,1
CARLSBAD OAKS NORTH ill
FARADAY AVENUE er 97-tJ
APPROVED er .
,4.& ,ee~ ~~ LLOYD B. HUBBS tobf:(fl/
PE 23889 P: ii=J1 ~ CITY ENGINEER 'DAE
O'J/20/07 TC I ,\ A5·BU/LTS
DATE INITIAL
ENGINEER or WORI< REVISION DESCRIPTION
DATE INITlAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: __ _
CHKD BY:
RVWD BY:
PROJECT NO.
C.T. 97-13
DRAWING NO.
415-98
l:\961005\9605FG15.dwg Od 20, 2004 ·1;osar1
Xrefs: 9605fstr: 9e05full; 9605dd l; 9605omap; 96057utl: ,l605'pro: 9605PLMI, 9605tlLY: 9605FG: 9605TP06, %05FCRD· 9605ACR0
030905
101so9
,....
u-.
0 ....,
tt
EROSION CQNTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRAN RICHMOND AT 1~191 318-8505.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPIL£D ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES 11,f;EN RAIN IS EMINENT.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TH£ APPROVAL Of TH£ ENGINEERING INSP£~TOR.
TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TH£ CONTRACTOR $HALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT f40XJ. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE •
11. SHOULD GERMINATJC.'I OF HYDROSEE:DED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADE:D SLOPES (90¾ COVERAGE/ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE:
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO,
I. ALL SLOPES THAT ARE GRADED 6:/ /HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THE:Y ARE::
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EX/ ST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING} WITHIN SO DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS ll,tJEDIATE TREATMENT.
B. HYDROSE:EOED AREAS SHALL BE: IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
I . ALL SL OPE:S THAT ARE GRADED 6, J OR STEEPER AND THAT ARE,
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE: BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00¾ COVERAGE.
b . GREATER THAN B FEET IN HEIGHT SHALL BE WA TE RED 8 Y A CONVENT I ON -
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOX
COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS
OF TH£ ELEMENTS OF TH£ PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTuRE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING,
I. SEED MIX SHALL CONSIST OF NO LESS THAN,
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCU£
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLJA
•· 3 lbs. PER ACR£ OF ALYSSUM (CARPET OF SNOW/ r. l/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,o, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
/. ALL SEED MATERIALS SHALL SE TRANSPORTED TO TH£ JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA D£PARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
). NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPL/£D AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. ~EN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE SY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE 5 TRAW INTO THE SO IL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO SE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY,
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS S:I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY,
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS v.t!ERE HYDROS£EDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED AND ALL BONDS
REL£AS£D.
50'MIN.
ffl.OflLE
PUBLIC RIGHT-
OF-11/AY
TE'R FABRIC
• II/NUS ROCK
EXISTING IIROUND
_L
30'/IIN
T
STEEL SHAKE
PLATES/RUMBLE
RACKS
PROVID£ APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE: AND PUBLIC RIGHT-OF-
WAY
i,JBL C RI HT-OF-WAY
FENCE/BARRIER TO
RES TR i CT TRAFF I C TO
THE CONSTRUCTION ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CAIJF. STORMWATER BMP DWG TC-1
' ~~ FLow----'
ll~WI 1 11 11-11 1 ~~~ "' "' , , ,w:
TT 11,-IJl-------iJL-IJI ll ..,. .. VERTICAL FACE
OOEQDING DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---..
FLOW-----WIR£ OR NYLON
BOUND BALES PLACED ON THE
CONTOUR
2 RE-BARS,STEEL PICKETS,OR
2•x 2" STAKES I //2' TO
2' IN GROUND
A,NCHQRING DETAIL
• ORAi/i/AGE AREA LESS THAN I ACRE
STRAW BALE DIKE
I. SET POSTS AND EXCAVATE A
4 BY 4 IN / IO BY IO CM)
TRE'NCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-------~ / --:,.....-
~ --:::.---:; - --
3. ATTACH THE FILTE'R FABRIC TO THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
'4 IN (10 CM}
'4. BACKFILL AND Cll\4PACT TH£
EXCAVATED SOIL.
SILT FENCE
FILL SLOPE
9 IN (23 CM}
MIN.
2 FT ro. 6 1,11
EARTHEN RIDGE:
UNLINED SWALE & BERM
0
~ TOP OF SLOPF
C/JNB LINE
GUTTER LINE
Fil Tf:H FABHIC
OVE:R WIRF
FILTER FABRIC/GRAVEL BAGS e CURB INLET
DROP /lit.ET
WITH GRATE COMPACTED SO IL
TO PREVENT PIPING
RUNOFF WATER
'-..__:_WITH SEDIMENT
~
STAKED
STRAW BALE
STRAW BALES
STAKED WI TH TWO
STAKES PER BALE
£ND AND SIDE
OVERLAP AT
CORNERS
F'LOW
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP ONTO CUR&
_____.,, -------RUNOFF
11/lP llEMEN OAGS
ACTS AS SP/ LLIIIA Y
3 FT (0.9 M} MIN.
THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED
GRAVEL BAGS
4•.t;• LOGS
LOG CHECK DAY
A
-
~fl7
--
_1~-
==11 · -= n~r ....,.-----:: =· I!=, It=:, 11 TT::::::'::17·
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN /15 CM}
24 IN /61
j
I
IN /61 CM/
l
L,DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
.-_T_ffi-111 .. , L----,
'-"rc,1,-m .11= _,'
-ll=clll..,
GRAVEL CHECK DAY
6' 16• Al/CHOI? TffENCH
CM)
I/ATS/BLANKETS SHOULD BE
II/STALLED VERTICALLY DOWNSLOPE.
r I
2" ta /
3" overlap")/ I, /~
I r
r
J.Jiir.-END
DESCRIPTION QUANTITY SYMBOL
STABIUZED CONSTRUCTION ENTRANCE 2 EA.
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 IJNED SWALE
11B60 LI"
-----
0 0 0
==>==>==>
BLOCK-SCREEN-GRAVEL SILT BASIN 0
HAY BALE SILT BARRIER
LUOTS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAl4
RIPRAP
HYDROSEED
EIIOSlON CONTROL liATS
ENVIRON.MENTAL FENCE
FlLTER FABRIC/GRAVEL BAG
INLET PROTECTION
C O N S U L T A'NT S
2710 laker Avenue West
Suite 100
Carlsbad, -Oalifornic 02008
760-9:::51-770□
Fox: 760-9.31-1!!680
www.cdoyconSJJltanh.com
Civi Enl,ilirieering
Plonnlng
Pro~B!IBing
Sun,eyiml
11400 EA.
76,000 SF
~
~I ~/ ~/ ~/
• axxxxxx:x:xxx:n
276,000SF ™
{SEE SHEET 1) -EF--Ef--
DESIGNED BY; .......,c,...,o,__ DATE: t,WlCH 2003
DRAWN SY: J.S., LT. SCALE: ,S SHOWN
PROJECT MGR,· T.O.C. JCS NO.· 96-1005
ENGINEER or WORK:
DATE:W¢
TIMOTI-IY O. CARROLL, JR. RCE: 55381
..AS BUILT"
"' s
~ C?,r/ 7bc,1cG
TIMOTHY O CARROLL. JR. RCE 5538( EXP. 12/31/08 DATE °" NO. 55.'!81 * ""'· 12/51/0•
CtYI\.
•
~ CITY OF CARLSBAD SHEETS
1---+-----+----------------<------1---+----+----1 ~ ENGINEERING DEPARTI-IENT J( ;::==-================~~;::;f t-----+--t-----------------t---+---+--+---1 £HOSJON CONTROL PW/$ f'OH:
CARLSBAD OAKS NORTH
FANAOAY A VE'NUE er g1-1:1
APPROVED d . ~L ,4-,?s,g:L .,e,-_du~~ llO'!ll B. HUBBS Jo/Jt,,_/e-'[ 1----+---<------------------+---+---<------<r------1 PE 231!B97EiP: 12--lf-05 CITY ENGINEER 7 DAfE
...,..9.,.2,=-0-:-0-+-:---t--,.---A--,S:---=8-U-I L-=r.:c:s=-------------1----+---+---+-----I ;:;D;W;;;N;::::;;B;;;Y=, ===-~==-:::;-;====PR:::O=J==E=C:::T =N=o=.==:::::;-;:D=R=A=w=,N=G=N::::::O.
DUE INITIAL DATE INITIAL DATE INITIAL CHKD B'I': GYP
ENGINEER or woR, REVISION DESCRIPTION on<.:R APPROVAL cIrv APPROVAL Rvwo er, ,.., " C.T. 97-1.J ,15-98
l:\Stro~,~\3rn5:c:;16.c-,,9 o::t 14, 2004 1:47prr
Xrvts: gec51g; 9605Ari
. '
)
NOT£!!
ElECTRONIC DATA fTl.£S ARE FOR REFERENCE
ONLY AND AR£ NOT TO BE IJS£O FOR
HORIZONTAL OR VERTICAL st/RVEY CONTROL
CONSULTA'NTS
2710 LDker Avt1n1.1e WHt
Sulte ioo
Car1sb<1d, California 92008
760-i31-7700
rax: 760-931-e6BO
www.oda ycon su I ton ts.com
Clvil Eniilineering
Plannrng
Processing
Surveying
DESIGNED BY: ..,c..,.o.._. __ DATE: MARCH 2003
DRAWN BY: J.~.,L.T. SCALE: 1'S SHOWN
PROJECT MGR.· T.O.C. JOB NO.; 96-1005
"AS BUil T"
--2-C--¥
TIMOTHY 0. CARROll,JR. l
1-----------------1 P.E. 5538! EXP. IZ/31/08
ENGINEER or WORK:
~C-41
TIMOTHY O. CARROLL JR.
DATE:lo/..c/"f
RCE: 55381
•
DATE
DATE
BENCHMARK:
DESCRIPTION: 2" Al./JMIN/JM IJISC STAMPED fJPS CONTROi.
P7. 2(J()2
LOCATION: II SIDEWALK NORTH SIDE (T PALOMAR
AIRPORT Ra4a .JOO FEET #EST (T
MEl.iOSE OR/',IE
RECORD FROM: R.QS. NQ 17211 {PT. NO. 71}
ELEVATION: 44"-00 11.S.L. DATLM: NClfJ 1929
.. -·
f:AUTION !!
CONTRACTOR TO ~FY THE EXACT
LOCATION CT EXISTING UTll/TlES IN THE
FlElO PRIOR TO CONSTRUCTION!
O<Jl20/07 TC ,.-, AS-BtJILTS
.DATE INITIAL DATE INITIAL.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
l:\961C05\9605FG17.~wg Oct H-, 2004 1:56pm
DATE INITIAL
CITY APPROVAL
~refu· 9605FSTR; 9€05~UTL; 9605AMAP, 96□57lJTl; io605FLA'l, 9605fG: 9605TP11: 96U~fP12: 'ol605FGRD: 9605tp07; 96□5tp04: 96C5tp10: ~605AGIW
- ---100'
50' 200·
SCALE: 1· E 100'
I 5/7r I CITY OF CARl.SBAD ,~ SHEETS
ENGINEERING DEPARTMENT '2(
CHOSJON CONTROL PLANS FON: '!Ji CARLSBAD OAKS NORTH
FARADAY AVENV£ CT 67-1.J
APPROVED r'
~~'"~ ~~~ PE 23889 ~: 12---05
LLOYD 8. HUBBS l•/~~✓,,'/._
CITY ENGINEER r DAE
OWN BY: · PROJECT No.· DRAWING NO.
CHKD BY: GYP C. r. 91-IJ ,15-98 RVWD BY:~-•
....
-l
e -.
1,1
NOTE!!
£1.ECTRONIC DATA F1J.£S ARE FOi? REFERENCE
ONLY ANO ARE NOT TO BE USED FOi?
HORIZONTAL OR ID?llCAL .SVRl£Y CONTRO/.
C O N S U L T .vi-IT S
2710 Loker Avenue WHt
C Suite 100 orlsbod, Ccilifornio 92008
760-931-7700
Fax: 760-9:51-8680
www.odciyccinl'lultontl'l.eom
Civ~ Engineering
Plcnnlng
prg~fil
Surwiying
DESIGNED BY: ~c~.o,,.. __
DRAWN BY: J.S.,L.T.
PROJECT MGR.; LQ.C.
ENGINEER OF WORK:
~
TIMOTHY O. CARROLL, JR.
DATE: MARCH 2003
SCALE: AS SHOWN
JOB NO.· 96 1005
.. AS BUILT"'
~~
TIMOT;Y O. ~L Ji( 7/4o/4,8
P.E.5S38f EXP. 't2!3f/Q{j DATE
9/(/4£
DATE
BENCHMARK:
DESCRIPTION:
LOCATION:
2• Al/JJIINl/11 0/SC STAJIP[l) GPS CONTROi.
PT. 2002
II S/OEWALK NORTH SIOE OF PALOIIAR
AIRPORT ROAD, JOO FEET IIEST OF
IIELROSt OR/VE
RECORD FROM: R.QS. NO. ,;271 (PT. NO. l1)
ELEVATION: #,f.,00 11.S.L DATUM: Nt;',f/ /929
,. .. "'-"" -' J-.,,
fAlJTIQN !!
CONTRACTOR TO '.ER/FY TH£ £XACT
lOCA 110N OF EXISTING UllllllES IN TH£
Fl£l.O PRIOR TO CONSTRUCTION!
0')120/1'! TC I,\ AS-/5UILTS
OJ.TE INITIAL DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER .UOPROVAL
l:\961005\96C5FGl8.dw~ Oct 14 w,•4 l·S?
DATE INITIAL
CITY .UOPROVAL
t 100'
50' 200'
SCALE: 1• -= 100'
Cb -
1 s,aT I CITY OF CARLSBAD SHEETS
ENGINEERING DEPARTMENT ..llJ
£liOSION CONTHOI. PW{S FOR: ~ CARLSBAD OAKS NORTH
,r FARADAY AVENllE er 97-tJ
APPROVED I! ~-~~~~~ llOYD B. HUBBS 1~/J_1,/,,f
PE 23869 '1(p( 12-s=os"' CITY ENGINEER ~l'°E
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: Gl.ie
RVWD BY: •'n•> . .-c.r. 97-fJ 415-98
lCrtfs: 9605ASTR 960~F<;TR· !'I ' ~ ·, · pm ' -'.fm.AlJ 1: !lfm,11111; 96:l~AMAP: !160~/U ' 96Uil Ml, 9605FG; 9605FGRD: 9£05TP08; 9605tp07; 96051p05; 960Hpo.i.: 96:•51p10; 9605E~TR: 960!:ECRD: 96D5AGFD
1
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NOT£!!
ELECTRONIC DA TA Rl£S ARE Fa? REFERENCE
CWl Y AND ARE NOT TO BE USED RR
HORIZONTAL a? ~llCAL SURVEY CONTROL
o/<o"'"'l
C 0 N s u L T ~T s
2.710 Loker oflvenue West Cl~II Engineerin,g
Suite 100 Pfonnl~g
Carl&Da.d. Collfcrnia 92008 Process.ing
760-931-7700 $..J rwying
rcu:.: 7B0-9J1-BBB0
IJWW. oda ycon sulto n ts. com
D£SIGMED BY: C.O.
DRAWN BY: J.S..LT.
l'ROJECT IIGR.· T.O.C.
£NGINE£R OF WORK:
~C-4{_
TIMOTHY 0. OOlROLL, JR.
DATE: IIAACH 2003 "AS BUil T"
SCALE: AS SHOWN ~ Cd 'lflfm--JOB NO.· 86-1005 t'.MdTHYO CAKROLl,-f~· /OB P.E.55381 EXP. £ _'J.I
DATE: 4'.2c!cf
REVIEj/tD 84 &.
A:1A. I . _.
RCE: 55381 INSPECTOR
7L'ldh ; r
DATE
f~r
DATE
BENCHMARK:
DESCRIPTION: 2• ALIJNINUM l)ISC STAAIP£IJ (;f>S CONTROi.
PT. 2002
LOCATION: I/ SIIJEWALK NORTH S/0£ OF PAlOUAR
Al/?PORT ROAO. JOO fEET IIEST OF
1/R.ROSE ORI~
RECORD FROM: R. as. NO. f7271 (PT. NO. 71)
ELEVATION: ffi.()(} 11.S.l. DATUM: NCWJ 1929
->9120/07 TC o;,rr INITIAL
ENGINEER or WORK
357.5
X
t:AUTION !!
CON!RACTOR TO ~/FY THE EXACT
LOCATION OF EXIST/NC 1/TIUTIES IN TH£
Fl£lJ} PRIOR TO CONSlRIJCTION!
ffi AS-6UILTS
o;,rr
REVISION DESCRIPTION OT~ER
INITIAL DATE INITIAL
4P°'ROVAL CITY APPROVAL
)
t 'H•Zi
1· s 100'
)
1 s,gr j CITY OF CARLSBAD SHEtTS
'H. ENGINEERING DEPARTWENT
£HOS/ON COHlROi. PLANS FOH: ~ CARLSBAD OAKS NORTH
FAHADAY A VENUE CT 97-fJ
APPROVED.di" •
~-,!. 1'!1(!;-L ~~•,t LLOYD 8. HUBBS l•f-l_4,,f,-o/
PE 2J889 ~: 12-315-CITY ENGINEER ..-DAfE
OWN BY: PROJECT NO. DRAWING NO. CHKD BY: i::i:::le C.T. 97-IJ 415-98 RVWD BY: OJ!.1
" 0 .... 0 N .... -
~
"' "' ,,.,
<O
I 0 0 "' cii 0 ~
~ ~ ~ 6'
' \ ' •,
' \ \ ' ' \ ' '• \
' \ ' I \
I
,· ,,,,-,J
-f:::.~
I
i'·~✓ I
I j
j
42' -0"±
\ ' \
\
\
\ • I i
\ I
i !
'
I l '
.
\ .
\
\ I
I
'\,
\\\
((_ BEGIN CULVERT = STA 4·r,rz-5o
SfA 17 I 17.77 ct_ FARADAY AVENUE
52.00' LT
-----
CA7HODIC PROT&:C..TION Non:
PRIOR TO CONSTRUCTION, GEOTE.Cl-iNICAL £NGJNEIJ',, SHALL
Su bM [T R£COMMEN0ATION FOi'\ CATHOO!C PROTECTION
GALVANIZED STEEL STRUCTURAL PLATE NOTES:
1 . MATERIAL:
THE GALVANIZED STEEL STRUCTURAL PLATE STRUCTURE SHALL CONSIST OF PLATES
AND APPURTENANT ITEMS AS SHOWN ON THE PLANS AND SHALL CONFORM TO THE
REQUIREMENTS OF MSHTO M167 / ASTM A761. ASSEMBLY BOLTS AND NUTS SHALL
BE GALVANIZED AND MEET THE PROVISIONS OF ASTM A449, TYPE 1, AND
ASTM A563, GRADE C RESPECTIVELY
DESIGN SPECIFICATIONS
DESIGN:
LIVE LOAD:
REINFORCED
CONCRETE:
(LOAD FACTOR
DESIGN)
SO IL WEIGHT:
ALLOWABLE
SOIL BEARING
PRESSURE:
BRIDGE DESIGN SPECIFICATIONS (1996 MSHTO
WITH IN TER IMS AND REVISIONS BY CALTRANS).
HS20-44
f y -60,000 psi (GRADE 60)
fc -3,250 psi
'J = 140 pcf
5,000 psf
GENERAL NOTES:
1. SPECIFICATIONS SHALL BE PER STANDARD SPEC IFICATIONS , STATE
OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, DATED JULY 2002.
2. BACKFILL MATERIAL SHALL BE COMPACTED TO THE DENSITY
SPEC IFIED BY THE SOILS REPORT AND THE PROJECT SPECIFICATIONS.
BACKFILL SHALL BE INSPECTED AND APPROVED BY THE PROJECT
SO ILS ENGINEER.
3 . FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED
BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT OF
RE INFORCING STEEL OR CONCRETE.
4. BOTTOM OF SPREAD FOOTINGS SHALL BE POURED
NEATLY AGAINST UNDISTURBED EX ISTING GROUND OR
MATERIAL COMPACTED TO 95% RELATIVE COMPACTION.
5. WHEN ONE CONTINUOUS REINFORCING BAR CANNOT BE USED,
A LAP SPLICE OF 40-BAR DIAMETERS IS REQUIRED .
SUMMARY OF SPECIAL INSPECTION:
1. SPECIAL INSPECTION OF CONCRETE CONSTRUCTION IS REQUIRED.
2. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN
CONFORMANCE WITH THE SOIL INVESTIGATION REPORT.
3. VERIFY FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH
AND BEARING STRATA.
ct_ FARADAY AVENUE
2. ASSEMBLY: 4. PROV IDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL,
RELATIVE DENSITY (SOIL COMPACTED TO A MINIMUM 95%
DENSITY) AND BEARING VALUES.
0
NOTES:
1 .
i / I l ! t
I J I f I I j f I
/ / i \ ! ! ' I ! I \
\
\
\
\
PLAN
1" = 20'
INDICATES BOTTOM OF FOOTING ELEVATION AT END EDGE OF
FOOTING (FEET, MSL). BOTTOM OF FOOTING ELEVATION VARIES
LINEARLY BETWEEN END EDGE ELEVATIONS SHOWN.
2 . FOR LIMITS OF EXCAVATION AND BACKFILL NOT SHOWN, SEE SHEET 10 FOR GRADING,
DRAWING 415-9C FOR IMPROVEMENTS, AND ARCH MANUFACTURER'S SPECIFICATIONS.
ORIGINAL SCALE OF
FULL SIZE PLANS
(INCHES)
1 2 3
/VA\r\
SIMON WONG
ENGINEERING
9968 Hibert Street, Suite 202
San Diego, CA 92131 (858) 566-3113
DESIGNED BY: KG DATE: JUNE 2004
DRAWN BY: TB SCALE: AS SHOWN
PROJECT MGR.· KG JOB NO .· 500-639
ENGINEER or WORK:
%r✓a::~ ~y----@E,,,,.,1-01
KEITH J,/GAZAW~ RCE: 58952
3 .
THE STRUCTURE SHALL BE ASSEMBLED IN ACCORDANCE WITH THE SHOP DRAWINGS
PROVIDED BY THE MANUFACTURER AND PER THE MANUFACTURER'S RECOMMENDATIONS.
BOLTS SHALL BE TIGHTENED USING AN APPLIED TORQUE OF BETWEEN 100 AND
300 FOOT POUNDS .
INSTALLATION:
THE STRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS AND THE MANUFACTURER'S RECOMMENDATIONS AND THE MSHTO
STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26 (DIVISION 11).
5. A CERTIFICATE OF SATISFACTORY COMPLIANCE OF WORK
REQU IRING SPECIAL INSPECTION MUST BE COMPLETED AND
SUBMITTED TO THE FIE LD INSPECTION DIVIS ION .
SOIL NOTES:
4. BACKF IL L: 1. REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION FOR
THE STRUCTURE SHALL BE BACKFILLED USING CLEAN WELL-GRADED GRANULAR
MATERIAL THAT MEETS THE REQUIREMENTS OF MSHTO M 145 FOR SOIL
CLASSIFICATION A-1, A-2, OR A-3. BACKFILL MUST BE PLACED
SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 6 INCH TO 8
INCH LIFTS, EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF
90 PERCENT DENSITY PER MSHTO T99.
5. LOADING:
CONSTRUCTION LOADS THAT EXCEED HIGHWAY LOAD LIMITS ARE NOT
PERMITTED ON THE STRUCTURE WITHOUT APPROVAL OF THE ENGINEER.
NoTI!.' THl!.11: l>llAWIN~S 11.EfL&<:'I" "/"Iii AS-f>V/1,"(
CONDITI ON TO TH£ &£.sT' IU{ow1,,,.£pt1,£
OF TH/I ll:N•IN5.EI(. &A.SEO VP•N
1A.1F•~rt•N """v,os.o e,y 0Tt11!.tt.s.
"AS BUILT"
z 1/.?' "9------'8-,-os
P.E. est;; EXP. li,-JO-d2 DATE
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROi.
PT. 2002
LOCATION: IN SIDEWALK NORlll SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET IIEST OF
MElROSE DRIVE
R~D BY: /1/4
'A i d'_ ' 1/¥/tJ i
8/G/08
RECORD FROM: R.O.S. NO. 1727! (PT. NO. 71) DATE
KG-
INITIAL
lliSPECTOR DATE ENGINEER Of WORK ELEVATION: 444.00 M.S.L. DATUM: NCI/D 1929
AS-8U!LT
REVISION
THE PROPOSED CARLSBAD OAKS EAST, CARLSBAD, CALIFORNIA",
PREPARED BY WOODWARD-CLYDE CONSULTANTS, 1550 HOTEL CIRCLE
NORTH, SAN DIEGO, CALIFORNIA 92108, PHONE (619) 294-9400,
PROJECT NO. 8951337J-SI02, DATED JUNE 15, 1990.
DATE INITIAL DATE INITIAL
DESCRIPTION OTHER APPROVAL CITY APPROVAL
eith J. Gazaway
o .. _~58=9=52_
p. 06-30-07
CIVIL
LlQJ 0 CITY OF CARLSBAD Lm 3 ENGINEERING DEPARTMENT
ARCH CULVE:RT GENERAL !'LAN FOR:
CARLSBAD OAKS NORTH
FARADAY AVENUE CT 97-13
APPROVED dr . . ~ ~&:!!~ ~~ LLOYD 8. HUBBS LPJ;t,/p'f
PE 23889 P: 12-~ CITY ENGINEER ,-DATE
DWN BY: PROJECT NO. DRAWING NO.
CH KD BY: tl'JJ;
RVWD BY: I! C. T. 97-13 415-98
CMWD XX-XXX
120704
101s08
" 0 '-0 N '---~ "' a, .,.,
<O
I 0 0 "' ci:i 0 ~
~ D 0 .,:
"' ii ~
X --
I 7~,
#8 8 ' o" #8 @ 18
0...
' ~ 0...
~ \ (0 • I (0 ' .
\ ~
I
J I \
I ' , \
I
, \
' if1
SPAN LAYOUT LINE ~
BOTTOM TRANSVERSE REINFORCEMENT
NO SCALE
BROW DITCH -SEE CIVIL PLANS
FINISH GRADE ----.._
ct_ FOOTING
• 1 '-0" MINIMUM
t
2' -3"
ORIGINAL SCALE OF
FULL SIZE PLANS
(INCHES)
1 2
COVER
et::
_J
0
3
FOR STRUCTURAL PLATE AND CONNECTION DETAILS, SEE SHOP
DRAWINGS TO BE PROVIDED BY MANUFACTURER .
SPAN LAYOUT LINE --2' -0"
4' -0" 8' -0"
12'-o"
TYPICAL FOOTING SECTION
1" = 1'-0"
/VA\F1 DESIGNED BY: KG DATE: JUNE 2004
DRAWN BY: TB SCALE: AS SHOWN
PROJECT MGR.· KG JO B NO.: 500-639
SIMON WONG
ENGINEERING ENGINEER OF WORK:
9968 Hibert Street, Suite 202 z-# d 4 ..,---DATE:/o-e,-o'( San Diego, CA 92131 (858) 566-3113 KEITH J . .MAZAWA'(° "7 RCE: 58952
'---i.--::r---# 5 @ 1 8 MAX
TOTAL 18
#8 @ 18 -SEE
"BOTTOM TRANSVERSE
REINFORCEMENT"
DETAIL AT LEFT
Nore, •I-IE.SE 0'-AWIN<.S Rl!:F&.A .. T THE ... ,.avu,T
&.ONOITION To Tl-l/f l')ES'r KNOW&.EO•E
OF TH/I. 11-NOINIEIEII. 6ASE'.P Vp•N
INFO/(MAT10J,( l'1<ov10/fl) &y oTH/1.J\.S.
"AS BUILT"
% t:.-? c;;,=-=---f-6-0'j p::::~,;2. EXP . ,-so-o, DATE
R:Z)jd & 1/f/48
INSPECTOR DATE
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CON !ROI.
LOCATION:
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET llf'ST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L DATUM: NGV/J 1929
8/G/O{f
DATE
24' -0"
(BETWEEN SPAN LAYOUT LINES)
go·oo·oo"
R -12'-o"
AREA = 227 SQ. FT.
MINIMUM CORRUGATION 2" X 6"
MINIMUM THICKNESS = 0.168" (B GAGE)
MULTI-PLATE ARCH GEOMETRY
(24' -0" X 12' -0")
NO SCALE
KG AS-8UILT
INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
r-I
z
C)
(/) w
0
_J
_J
LL.
.
0
I .
N
Xz <!'. -2 2
oo
I I .
r<"ll")
~
CITY OF
ith J. Gozawa
58952
06-30-
CML
OF' CM.\
CARLSBAD ufJ I ENGINEERING DEPARTMENT uTI 3
ARCH CULVERT FOOTING DETAILS FOR:
CARLSBAD OAKS NORTH
FARAOA Y A VENUE CT 97-IJ
l/4ROVEDd/" .,, ~-~. ·' LLOYD 8. HUBBS lo/?'-lo>/ ,
PE 23889 EXP: 12-31~5 CITY ENGINEER DAfE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: &Jf' C.T. 97-13 415-98 RVWD BY: 6>'
CMWO XX-XXX
120704
io1soa
; 1
•
I I
' I
, _ ----CORROS ION TEST BOX
/ (2 PLS) SE6
I
ANODE ANODE
#2 #4
~-(~$;) + (~;) ~
NOTE:
FARADAY AVE
ANODE
#3
o' (TYP)
ANODE
#4
--
ANODE
#i1,
I
I
I
'
'
' ' I
I
~ 12'H X 24'W X 116'L
I SEE NOTE 1 '
/ GALV. STEEL CULVERT
1 W/COAL TAR COATING
/
I I I, c ----
--
I I
I I
Lw1NG
II
WALLS
,I
1. COAL TAR COATING (8-10 MILS, MIN) TO BE APPLIED OVER EXTERIOR OF
GAL\/. STEEL CULVERT PER MANUFACTURER'S RECOMMENDATION. EXTEND
COATING TO INSIDE DIAMETER OF CULVERT TO A LEVEL 1 -FT ABOVE
FINISH GRADE.
SITE PLAN
GALVANIZED STEEL CORE.
I I ~ MAGNESIUM INGOT
I Ir---CLO TH BAG I I / I ~ SPECIAL BACKFILL
I / I / / I ,-SILVER SOLDER OR BRAZE
I I I / I CONNECTION
------~---1·~'--/ -I--/...,---/-"
I
NOTES:
1. SEE TECHNICAL SPECIFICATIONS FOR
ANODE SOAKING AND INSTALLATION
REQUIR EMENTS.
2. DO NOT PLACE ANODE IN ROCK.
3. HORIZONTAL PLACEMENT SHOWN.
4. INGOT WT: 48 LBS. PRE-PACKAGE
WT: 105 LBS
HEAT SHRINKABLE SLEEVE
L ANODE LEAD No. 12 AWG
WITH THWN INSULATION
(WHITE).
MAGN ESIUM ANODE
HIGH POTENTIAL
Alloy
Element
Al
Mn
Zn
Cu
Ni
Fe
Si
Other
Composition
Weight %
. 01 Mox
0 .05 to 1.3
0 .002 Max
0.02 Max
0.001 Max
0.025 Max
0.05 Max
0.05 each Max
and 0.3 Total Mo
Mg Balance
SPECIAL BACKFILL COMPOS ITION
75% GYPSUM
20% BENTONITE
5% SOD IUM SULFATE
MA GNE SIUM ANO DE CD NTS
B CONSULTANTS, INC.
8291 Aero Ploce
Suite 110
San Diego, CA 92123
Proj: 053214 (858) 576-0226 ~-----------~N-
CAST IRON TRAF Fl C -....
COVER MARKED .
"CP TEST"
PAVEMENT OR -·.
CONCRETE PAD \
(SEE NOTE 3) \
No. 4 REBAR
(TYP) /
NOTES:
<
/
/
-----
COVER WEIGHT: 10 LBS.
BODY WEIGHT: 61 LBS.
CONCRETE BODY
,,--TRAFFIC RATED
12"
1 1-3/8"
j
1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED-CHRISTY No.G5.
2. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE
ROCK, GRAVEL OR SAND IN TEST BOX.
3. PROVIDE 26" SQ . x 4" TH ICK REINFORCED CONCRETE PAD
AROUND TEST BOXES AT UNPAVED SITES.
AT-GRADE TE ST BO X
NTS CD
DESIGNED BY: RJG DATE: FEB 2006
DRAWN BY: GPM SCALE: AS SHOWN -----
PROJECT MGR.: RJG JOB NO •. :_--~-
ENGINEER or WORK:
~)-~
RANDALL J. GE½Nc
DAT E:..,/,/ 01,,
CR: 1060 INSP ECTOR
7 2'x24' GALV.
ARCH CULVERT --~
~ 48# MAGNESIUM ANODE
TEST BOX ,
SEE DETAILEB / 2 /
-I I
/ (1 O' OFFSET FROM
/ CULVERT) SEE DETAIL EB
; ,..,,--ANODE #2, OPPOSITE
I / SIDE OF CULVERT
!
SEE NOTE 2
DATE
I
NOTES:
.Q ,-( (SHOWN OFFSET FOR CLA,R!TY)
J ___ .. , -y---~
'
"-~TO #3 AND
#4 ANODES
(SEE NOTE 1)
1. SEE SITE PLAN FOR ANODE LOCATIONS.
2. PLACE WIRES IN TRENCH 18" (MIN) DEEP
AT EXPOSED ENDS OF CULVERT.
CORROSIO N TES T BOX INSTALLATION
NTS ED
STEP 1
C!J)
FILE SURFACE TO
BRIGHT METAL
AND CLEAN. ALL
GALVANIZING MUST
BE REMOVED
STEP 2
STRIP INSULATION
FROM WIRE
BITUMIN COATING -,
WELD CAP -\ I
' I \ I
\ I
STEP 4 \ STEP 5
REMOVE SLAG
FROM CONNECTION
STEP 3
HOLD WELDER FIRM LY
WITH OPENING AWAY
FROM OPERATION AND
IGNITE STARTING POWDER
/HANDLE
/ GRAPHITE COVER
STARTING POWDER
~...-MITAL POWDER
. /::-:-~METAL DISC
..--GRAPHITE MOLD
WELDER SECTION
NOTES:
1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES
SIDE WELDER IS REQUIRED.
2. A.LL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM.
3. ALL EXPOSED METAL (STRUCTURE, WIRE & WELD) SHALL BE COVERED
WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN
OVER -COATED WITH BITUMINOUS COMPOUND OVERLAPPING CULVERT COATING
BY 2 INCHES MIN.
NTS CD A LUMINO -TH ERM IC WEL D DETAIL
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL
PT 2002
LOCATION: IN S!OFWALK NO/?T.'f SIDE OF PALOMAR
AIRPORT ROAD, 300 FFFT WFST OF
MELROSE 0/?II/E
RECORD FROM: R.O.S NO. 11271 (PT NO. 71)
ELEVATION: 444.00 MS.L. DATUM; NGVIJ 1929
A A IJOEo sl/eFrs ~:11;1. 3
DATE INITIAL
ENGINEER OF WORK REVIS ION DESCRIPTION
4"
2"
DATE
·~" ~-No. 4 REBAR
(ALL 4 SIDES)
__,_ D.01 OHM SHUNTS
W/BRASS SPLIT-BOLTS
, _ (TYP) --------------+--18" SLACK (TYP)
1-1/2" DIA. 18 GA.
BRASS TAG. (TYP)
SEE TAG LEGEND
WIRE
A 8
NOTES:
A --
TAG LEGEND
SIZE
No 8 HMWPE
·~ NATIVE SOIL
------. __ 4-No 12 THW N
-------2-No 8 HMWPE
TAG ID
CULVERT
1. SEE GEN ERAL CP NOTE 4 .
2. BRASS TAGS NOT REQUIRED ON ANODE WIRES.
2-W/4 ANODE CTS WIRING & MOUN TING
NTS ED
GENE RAL CATHODIC PROTECTION NO TE S
1. CORROSION CONTROL REQU IREMEN TS FOR THE ARCH CULVE RT INCLUDE:
A. SACRI FI CIAL ANODES
B. COAL TAR DIELECTRIC COATING (MATERIAL & APPLICAT ION SPECIFICATIONS TO BE
SU PPLIED BY OTHERS)
C. CP TEST STATIONS
D. ANODE INSTALLATION AND WIRE TRENCHING
E. TEST ING OF CP FACILITIES .
2. ALL MATERIALS AND INSTALLATIOfJ METHODS SHALL BE IN ACCORDAN CE
WITH THES E DRAWINGS AND TECHN ICAL SPEC IFICATIONS ON SHEET 23.
3 . CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF
ADJACENT STRUCTURES AN D UTiLITIES AND FOR AVOIDING DAMAGE TO AND
CONFLICTS WITH THESE STRUCTURES OR UTILITI ES.
4. AT -GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED AS SHOWN IN DETAIL 1.
B. TEST BOX SHALL BE CHRISTY GS OR APPROVED EQUAL .
C. PROVIDE 18" SLACK WIRE CO ILED IN TEST BOX .
0. BOTTOM OF TEST BOX SHALL BE NATIVE SOI L.
5. ANODE INSTALLATI ON NOTES:
A. SEE SPECIFI CATIONS ON SHEET 23 FOR SO.AKING REQUIREMENTS .
B. THE ANO DES SHALL BE ACTIVATED, TESTED ANO APPROVED BY THE
CONTRACTOR'S CORROSION ENGINEER BEFORE THE WORK IS COMPLETE.
6 . NO WIRE OR CABLE SPLICES ARE PERMITTED WITHOUT ENGINEER'S APPROVAL.
7. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY TH E
ALUM INO-THERMIC WELD PROCESS SHOWN IN DETAIL 5 ON THIS SHEET.
ATTAC H 1 W!RE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE
SEPARATED BY 6" MINIMUM.
8. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWil,GS
AND SUBMIT "AS -BUILT" DRAWINGS TO THE ENGINEER PRIOR TO
COMPLETIO N OF WORK.
9. UNLESS OTHERWIS E NOTE D DRAW INGS ARE NOT SHOWN TO SCALE.
1
522T I CITY OF CARLSBAD
ENGI NEERING DEPARTM ENT
CATHODIC PROTFCTION SIT[ PLAN AND DETAIL S FOR:
1 s2ssl
FARADAY AV£ ARCH CUL VERT
CT 97-r}
APPROVED,1Y a ~ec:~ ~~GLENN PRUIM ,y'1/e-~
PE 51274 -__, :-g-30-0 -------ZITY ENGINEER DATE -PROJ ECT NO . DRAW ING NO. INJTJAL DATE M{IT!AL CHKD BY: 0 ,,.
OTHER APPROVAL CITY APPROVAL
OWN BY: GP~
RVWD BY; ..EA.D C. T. 97-13 415-98
032306
Jo1soa
0 :e ,..., G) ,...,
o.i::.
"T1 ..... ,..., c,,
u)I
"'° .,,
PART 1 -GENERAL
1 .1 SCOPE OF WORK
A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS TO INSTALL CATHODIC
PROTECTION (CP) AND CORROSION MONITORli\JG FACILITIES ON THE CITY OF CARLSBAD FARADAY
AVENUE ARCH CULVERT.
1 .2 SUBMITTALS
THE FOLLOWl[\JG 11\IFORMATION SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER IN ACCORDANCE
WITH THE GE[\JERAL REQUIREMENTS OF THESE SPECIFICATIONS.
A. CATALOG CUTS (5 COPIES):
1. 48 POUND PRE-PACKAGED HIGH
2. AT -GRADE TEST BOXES
4. BRASS SPLIT-BOLTS
6. WIRE AND CABLE
POTENTIAL MAGNESIUM ANODES
3. SHUNTS
5. BRASS WIRE TAGS
7. WELD CAPS
B. AS-BUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AS-BUILT DF~AWINGS SHOWING THE
LOCATIONS OF ALL CORROSION FACILITIES. CHANGES FROM DESIGN SHALL BE INDICATED IN RED ON
A BLUE LINE COPY OF THE DESIGN DRAWINGS AND SUBMITTED TO THE EI\IGINEER.
C. QUALIFICATIONS: THE CONTRACTOR OR SUBCONTRACTOR SHALL HAVE AT LEAST 5 YEARS OF
EXPERIENCE WITH THE INSTALLATION OF SACRIFICIAL ANODES ON BURIED fAETALLIC STRUCTURES.
D. TEST RESULTS:
1. VERIFICATION OF ANODE POTENTIAL (BY CONTRACTOR)
2. CP FACILITY INSTALLATION INSPECTION REPORT (BY CORROSION ENGINEER RETAl[\JED BY CONTRACTOR)
3. 1\NODE TESTING AND CATHODIC PROTECTION PERFORMANCE (BY CORROSION ENGINEER RETAINED
BY CONTRACTOR)
1.3 TEST AND INSPECTION I\IOTIFICATION
A. INSPECTION: IHl CONTRACTOR SHALL [\JOTIFY THE OWNER AT LEAST FIVE DAYS IN ADVANCE OF
INSTALLATION OF ANODES, TEST LEADS, OR TEST BOXES. THE OWNER SHALL, AT THEIR DISCRETION,
INSPECT AND WITNESS THE TESTING OF ALL CORROSION CONTROL INSTALLATIOI\IS WITH THE
ASSISTAI\ICE OF THE CONTRACTOR.
PART 2: MATERIALS
MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF THE HIGHEST QUALITY, THE STANDARD
PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURING OF SUCH PRODUCTS, AND
SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THIS SPECIFICATION.
ALL MATERIALS AND EQUIPMENT SHALL BEAR EVIDENCE OF NATIONAL STANDARD AGENCY APPROVAL
WHEN SUCH STANDARDS EXIST.
2.1 PRE-PACKAGED MAGI\IESIUM ANODES
A. CAPACITY: HIGH POTENTIAL MAGI\IESIUM ANODES WITH A THEORETICAL EI\IERGY COI\ITENT OF 1000
AMP-HOURS PER POUND AND MINIMUM USEFUL OUTPUT OF 500 AMP-HOURS PER POUND.
B. CHEMICAL COMPOSITION (HIGH POTENTIAL MAGNESIUM):
ALUMINUM
MANGANESE
ZINC
COPPER
I\IICKEL
0.01 % MAX
0.05 TO 1.3%
0.002% MAX
0.02% MAX
0.001% MAX
IRON
SILICON
OTHER
AND
MAGNESIUM BALANCE
0.025% MAX
0.05% MAX.
0.05 % EACH MAX
0.3% TOTAL MAX
C. OPEN CIRCUIT POTENTIAL: THE OPEN CIRCUIT POTENTIAL OF ALL ANODES, BURIED IN THE SOIL,
SHALL BE BETWEEN 1.55 AND 1.65 VOLTS DC VERSUS A CU\CUS04 REFERENCE.
D. INGOT SIZE AND WEIGHT: 48-POUND MAGNESIUM INGOTS WITH A TRAPEZOIDAL CROSS SECTION 32
INCHES LONG.
E. ANODE CONSTRUCTION: CAST MAGNESIUM WITH A GALVANIZED STEEL CORE ROD. RECESS ONE
END FOR CONNECTION. MAKE COI\INECTIOI\I MECHANICALLY SECURE THEN SILVER BRAZE. INSULATE
THE COI\JNECTION TO A 600 VOLT RATING WITH EPOXY AND COVERING ALL EXPOSED BARE STEEL CORE
OR WIRE WITH HEAT SHRINKABLE TUBING. EXTEND ll'ISULATING TUBING OVER LEAD WIRE INSULATION
BY I\IOT LESS THAN ONE-HALF INCH.
F. ANODE PRE-PACKAGED BACKFILL MATERIAL: COMPLETELY ENCASE AND CENTER ANODES WITHIN A
PERMEABLE CLOTH BAG WITH THE FOLLOWING SPECIAL LOW RESISTIVITY BACKFILL MIX:
GYPSUM 75%
POWDERED BENTONITE 20%
ANHYDROUS SODIUM SULFATE 5%
BACKFILL GRAINS SHALL BE SUCH THAT 100% IS CAPABLE OF PASSING THROUGH A SCf<EEN OF 100
MESH. BACKFILL SHALL BE F-IF,MLY PACKED AROUND THE CENTERED ANODE INGOT BY AT LEAST TWO
INCHES. BACKFILL RESISTIVITY SHALL BE 50 OHM-CM MAX. TOTAL WEIGHT 105 POU!'IDS.
THESE TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE.
2.2 AT -GRADE TEST STATIONS
A. TEST BOX: TEST BOXES SHALL BE A ROUI\ID, PRECAST CONCRETE WITH A CAST IRON LID STRONG
EI\IOUGH TO SUPPORT OCCASIONAL VEHICULAF, TRAFFIC. THE LID SHALL BE CAST WITH THE LEGEND
"CP TEST ". MOUNT FLUSH WITH GRADE. USE CRISTY G5 OR EQUAL.
B. SHUNTS: 0.01 OHM SHUNTS RATED AT 6 AfAPERES, HOLLOWAY TYPE RS OR EQUAL ACCURATE TO
PLUS OR MINUS ONE PERCENT. ATTACH WITH BRASS SPLIT BOLT CONNECTORS.
C. BRASS IDENTIFICATIOI\I TAGS: 18 GA., 1 ½-INCH DIA. BRASS TAGS WITH 3/16-I1\ICH EDGE HOLE.
D. CONCRETE PAD: ASTM C94 READY-MIX CONCRETE.
2.3 WIRE AI\ID CABLE
A. WIRE AND CABLE: SINGLE CONDUCTOR, STRANDED AWG GAUGE COPPER. Wlf;:E SHALL CONFORM
TO U.L. STANDARD 83 AND BE SUITABLE FOR OIRECT BUF\IAL IN CORROSIVE SOIL. WIRE WITH HIGH
MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION SHALL COI\IFORMS TO ASTM D1248 TYPE 1,
CLASS C, GRADE 5. THWN INSULATION SHALL CONFORM TO ASTM 02220.
1. TEST WIRES: SIZE AS SHOWI\I WITH BLACK HMWPE I1\ISULATION.
2. ANODE LEAD WIRES: NO. 12 AWG WIRE WITH WHITE THWN INSULATIO!'l.
2.4 ALUMINO-THERMIC WELD KITS
A. WELD PROCESS: CABLE-TO-METAL CONNECTIONS SHALL BE MADE BY THE ALU MINO-THERM IC
WELDING PROCESS USING WELD CHARGES, ALLOY AND MOLD SIZE AS SPECIFIED BY THE
MANUFACTURER OF THE WELD KIT.
B. WELD CAPS: SEAL ALL ALUMINO-THERMIC WELDS WITH A PF,E-FABRICATED PLASTIC CAP FILLED
WITH FORMABLE MASTIC ON A BASE OF ELASTOMERIC TAPE. USE ROYSTON HANDY CAP 2 OR
EQUIVALENT. PRIME COAT SURFACE WITH ROYSTON ROYBOND PRIMER.
C. WELD COATING: COAT ALL ALUMINO-THERMIC WELDS AND WELD CAPS WITH A COLD-APPLIED
FAST -DRYING MASTIC CONSISTING OF BITUMINOUS RESIN SUCH AS CARBOLII\IE BIT 50, TNEMEC
40-H-413 OR 3M SCOTCH CLAD 244. THE MIN COATING THICKNESS SHALL BE 0.025 INCH.
PART 3: EXECUTION
ALL WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONNEL. WORK NOT SPECIFICALLY
DESCRIBED HEREIN SHALL CONFORM TO NACE RP0169-96.
3.1 PF,EPACKAGED MAGNESIUM ANODES
A. INSPECTION: INSPECT ALL LEAD WIRES FOR INTEGRITY AND DAMAGE. AI\IODE LEAD WIRE-TO-ANODE
CONI\IECTION FAILURES SHALL REQUIRE REPLACEMENT OF THE COMPLETE ANODE. CONTRACTOR TO
VERIFY ANODE OPEN CIRCUIT POTENTIAL AND SUBMIT TEST RESULTS OR CERTIFICATION.
B. PRE-PACKAGED ANODE INSPECTION: INSPECT TO ENSURE THAT THE BACKFILL MATERIAL COMPLETELY
SURROUNDS THE ANODE AND THE CLOTH BAG IS INTACT.
C. LOCATION: PLACE IN HORIZONTAL TRENCHED HOLES TEI\I FEET OFFSET FROM THE CULVERT.
ANODE POSITION AND SPACING CAN BE ADJUSTED TO AVOID INTERFERENCE. ENGINEER TO APPROVE
ALL SPACING CHANGES.
D. HANDLING: NEVER LIFT ANODE BY THE LEAD WIRE. ALL ANODES SHALL BE LOWERED INTO THE
TRENCH USING A SLING OR A ROPE.
E. SOAKING REQUIREMENTS: SOAK PREPACKAGED ANODES IN WATER FOR 30 MINUTES BEFORE
PLACING IN TRENCH. POUR 15 GALLONS OF WATER IN TRENCH TO COMPLETELY COVER ANODE.
SOAK FOR 30 MINUTES. BACKFILL WITH NATIVE, ROCK-FREE (1/4-INCH MAXIMUM ROCK SIZE) SOIL
TO COVER TOP OF ANODE. ADD 5 TO 10 GALLONS OF WATER. ALLOW TO SOAK FOR 15 MINUTES.
F. Al'IODE TREI\ICH BACKFILL: AFTER SOAKING, BACKFILL ANODES WITH NATIVE TF,ENCH SPOIL (NOT
SAI\ID) WITH ALL STONES OVER 1 /2-INCH DIAMETER REMOVED. BACKFILL IN 18-INCH LIFTS AND
COfAPACT. NO VOIDS SHALL EXIST AROUND THE ANODE BAGS.
G. WIRE TRENCH: ANODE LEAD TRENCH SHALL BE 18 INCHES DEEP MINIMUM.
3.2 AT-GRADE TEST STATIONS
A. BOTTOM OF BOX: BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE GRAVEL, SAND
OR ANY OTHER MATERIAL IN BOX.
B. TEST LEAD ATTACHMENT: ATTACH TEST LEADS TO THE CULVEF,T USING THE ALUMINO-THERMIC
WELD PROCESS AS DESCRIBED BELOW. PLACE 18-INCH DIAMETER SLACK WIRE AT EACH WELD.
C. TEST LEAD INSTALLATION: TRENCH WIRE AT A MII\IIMUM DEPTH OF 18 INCHES AT EXPOSED ENDS
OF CULVERT. ALL TEST LEADS SHALL TERMINATE IN A TEST BOX WITH 18-INCHES OF SLACK WIRE
IN THE BOX.
D. BRASS TAGS: SECURELY ATTACH TO THE TEST LEADS WITH UN-INSULATED NO. 14 COPPER WIRE.
DIE-STAMP WITH ¼-INCH HIGH CHARACTERS. LEGEND AS SHOWN.
E. ANODE CONNECTION: CONNECT ANODE LEAD TO SHUNT AS SHOWN. LEAVE CULVERT LEAD
DISCONNECTED FOR CONNECTING BY CORROSION ENGINEER AT ACTIVATION.
F. CONCRETE PAD: PLACE A 24 INCHES SQUARE BY 4 INCHES DEEP, REINFORCED
(1\10. 4 REBAR) CONCRETE PAD AROUND EACH AT-GRADE TEST STATION IN UNPAVED AREAS.
3.3 WIRE AND CABLE
A. ANODE AND TEST LEAD TRENCHING AI\ID BACKFILLING: THE BOTTOM OF THE TRENCH SHALL BE 3
INCHES OF SAND OR STONE-FREE EARTH. TRENCH DEPTH 18 INCHES. COVER TEST LEADS WITH
6-INCH LAYER OF STONE-FREE EARTH AI\ID TAMP. USE TRENCH SPOIL FOR REMAINDER OF BACKFILL
UNLESS DIRECTED OTHERWISE. FINAL SOIL COMPACTION SHALL BE AS SPECIFIED ELSEWHERE. DO
NOT STRETCH, KINK OR CUT THE CONDUCTOR. DO I\IOT PLACE ROOTS, WOOD SCRAPS, ORGANIC
MATTER IN THE BACKFILL.
B. DAMAGED WIRE: DAfAAGED WIRE SHALL BE REJECTED AND REPLACED COMPLETELY AT THE
CONTRACTOR'S EXPENSE. ALL REJECTED WIRE SHALL BE REMOVED FROM THE JOB SITE AT THE
CLOSE OF EACH WORKDAY.
C. SPLICING: NO WIRE SPLICES ARE ALLOWED UNLESS APPROVED BY THE ENGINEER.
3.4 WIRE TO CULVERT CONNECTIONS
A. WELDS: ALL COPPER WIRE-TO-CULVERT CONNECTIONS SHALL BE ALU MINO-THERf.JIIC WELDS.
B. PREPARATION OF WIRE AND CABLE: USE A WIRE CUTTER. DO NOT DEFORM CABLE. CLEAN OILY
OR GREASY CABLE WITH A RAPID-DRYING SOLVENT. REMOVE INSULATION FROM THE CABLE.
C. PREPARATIOl'I OF METAL: CLEAN DIRT, GRIME, AI\ID GREASE FROM THE METAL IN A 5-I1\ICH DIA.
AREA. REMOVE GALVANIZII\IG AND CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL
SERIOUS PITS AND FLAWS. THE WELD AREA MUST BE ABSOLUTELY DRY.
D. WIRE POSITION: THE WIRE IS TO BE HELD AT A 30-DEGREE ANGLE TO THE SURFACE WHEN
WELDII\IG. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD. ,
E. TESTING OF ALL COMPLETED WELDS: AS SOON AS THE WELD HAS COOLED, THE WELD SHALL BE
TESTED BY THE CONTRACTOR AS DESCRIBED BELOW.
F. COATING OF ALL COMPLETED WELDS: APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WlLD.
APPLY A BITUMINOUS COATING OVER THE WELD CAP AND TO ALL EXPOSED AREAS.
PART 4 -TESTING AND INSPECTION
4.1 TEST LEADS
A. RESPONSIBILITY: THE CONTRACTOR SHALL TEST ALL LEAD WELDS.
B. TEST METHOD: TEST WELD FOR STF<ENGTH BY STRIKING A SHARP BLOW WITH A TWO-POUND
HAMMER WHILE PULLll'IG FIRMLY ON THE WIRE. WELDS FAILING THIS TEST SHALL BE RE-WELDED AND
RE-TESTED. WIRE WELDS SHALL BE SPOT TESTED BY THE ENGINEER OR INSPECTOR.
C. ACCEPTANCE: WELDS NOT LOOSENED OR BROKEN BY THE HAMMEF, TEST CAN BE COATED AND
BACKFILLED.
4.2 ANODE \ TEST LEAD TRENCHING AND BACKFILL
A. RESPONSIBILITY: THE DEPTH, TRENCH BOTTOM PADDING, AND BACKFILL MATERIAL SHALL BE
INSPECTED BY THE INSPECTOR AT HIS DISCRETION PRIOR TO BACKFILLING.
B. METHOD: VISUAL INSPECTION.
C. ACCEPTANCE: COI\IFORMANCE WITH THESE SPECIFICATIONS.
4.3 ANODES AND CATHODIC PROTECTION PEF<FORMANCE
A. RESPONSIBILITY: THE CONTRACTOR MUST PROVIDE THE PROPER RATED POTENTIAL ANODE, AND
SUFFICIENT ANODE LEAD WIRE LENGTH. THE CORROSION El'IGINEER SHALL TEST EACH INSTALLED
ANODE FOR WIRE CONNECTION INTEGRITY AND FOR OPEN-CIRCUIT POTENTIAL.
B. CATHODIC f"ROTECTION INSTALLATION AND PERFORMANCE TEST METHOD: THE COMPLETED
INSTALLATION SHALL BE I1\ISPECTED BY THE CORROSION ENGINEER. PERFORMANCE OF THE CATHODIC
PROTECTION SYSTEM WILL BE TESTED BY THE CORROSION ENGINEER IN ACCORDANCE WITH CORROSION
INDUSTRY STANDARDS. ADEQUATE PROTECTION SHALL BE AS DEFINED IN NACE RP0169.
C. FIELD REPORT: ALL SYSTEM DEFICIENCIES SHALL BE DESCRIBED IN ONE OR MORE FIELD TEST
REPORTS BY THE CORROSION ENGINEER.
D. ACCEPTANCE: THE SYSTEM WILL BE ACCEPTED IF ALL AI\IODES, TEST STATIONS, AND SUPPORTING
FACILITIES ARE I1\ISTALLED AND WORKING PROPERLY.
4.4 COMPLIANCE WITH SPECIFICATIONS
A. DEFICIENCIES: ANY DEFICIENCIES OR OMISSIONS IN MATERIALS OR WORKMANSHIP FOUND BY THESE
TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE.
~ CITY OF CARLSBAD I SH2EJETS I 1----+---+--------------+----+-----+--+---J Lll_J ENGINEERING DEPARTMENT
1----+----+---------------i----+----t---+---,
1----+---+---------------+----+-----+--+---1 CATHODIC PROT[CTJON SP[CJFJCATIONS FOR:
BENCHMARK: FARADAY AV£ ARCH CULVERT
DESIGNED BY: ~R~JG~_ DATE: FEB 2006 '' AS BUIL T 11
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
CT 97-/J
,--f 09 CoNSUL'.tl.NTS, INc.
8291 Aero Place
Suite 110
San Diego, CA 92123
Proj: 053214 (858) 576-0226
DRAWN BY: GPM SCALE: AS SHOWN 1 / \ /-=-. ' Ytwt., ){ ~,JV''l
PROJECT MGR.: RJG JOB NO.:___ • ,! . f
c----------------, P.E. 6'>!:1! /<X.o EXP. e/';<f(CJ
ENGINEER OF WORK:
DATE: 1/,/,c,
CR: '1060
DATE
q/'(/1;
DATE
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, .JOO FEET /IE'ST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NCVD 1929
APPROVED :JI' A L: .,,,;;-a_ W./.....,;.,.~ GLENN PRUIM V-,,/4..✓-_
'pE 51274 lli<P~9=io~CITY ENGINEER ~ t====t===j2,;:ei=;cj.d~l}7t•r1.j:u::~t'Jl_=5';,J.1'1i_~c-°j_F'.z·-r._:,j'5[~::z~?iJF~:.z._l~,[===t====t===1"1~lf~..J~--~,tlA.ieJA~,J ~D=w=N~B=Y~: ~G=p=M~ ~--PR-0-JE_C_T_N_O_. -~ DRAWING NO.
DATE INITIAL DATE INITIAL 'DIITE >IIITIAL CHKD BY· RJG ..l C. T. 97 13 415 98
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:Llill.(!;,J;, 1--_•_• __ -__ ~~----~
.
03Z306
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