HomeMy WebLinkAboutDWG 426-8A; CT 02-18; THE BLUFFS; 01-27GRAD/NC NOTES
(IN ADDITION TO THE REOUIRD.IENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SHOHN 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 I.IA Y PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS I/HEN NON-
CONFORI.IANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER ENGINEER-OF-lffJRK
FR(}!.( RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND (]1,(/SSIONS DISCOVERED
DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROI.IPTL Y SUB/.1/TTED TO THE
CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WA Y PERMIT FR0/.1 THE CITY ENGINEER lifLL BE REOU!RED FOR ANY lffJRK
IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF
INSURANCE /.IUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON THE PERl.l!TTEE's POLICY IN THE 1.1/NI/.IUI.I AMOUNT OF /1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COI.IPANY IW?ITING THE POUCY
I.IUST HA VE A RA TING OF "A-. OR BETTER AND A SIZE CATEGORY OF CLASS V OR
BETTER AS ESTABLISHED BY "fJEsrs· KEY RA TING GUIDE
5. UNLESS EXEMPTED BY SECTION 301,(b)5 OF THE UNIFORM BUILDING CODE, RETAINING
WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERMITS FROI.I THE
BUILDING DEPARTMENT.
6. NO lffJRK SHALL BE COl.l!.IENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPR!A TE AGENCIES.
1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY lffJRK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OHNER's PERMISSION HAS
BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS lifLL BE MADE TO THESE PLANS lifTHOUT THE IW?/TTEN APPROVAL OF
THE CITY ENGINEER, NOTED lifTH/N THE REVISION BLOCK, ON THE APPROPRIATE
SHEET OF THE PLANS AND Tl TLE SHEET.
9. ORIGINAL ORA lifNGS SHALL BECOME THE PROPER TY OF THE Cl TY UPON BEING SIGNED
8 Y THE Cl TY ENGINEER.
10. THE ORIGINAL DRAIHNG SHALL BE REVISED TO REflECT AS-BUILT CONDITIONS BY THE
ENG/NEER-OF-lffJRK PRIOR TO FINAL ACCEPTANCE OF THE lffJRK BY THE CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ I.IAINTAINEO TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12 I/HERE TRENCHES ARE IHTHIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO OF: (A)
SUMMAR Y SHEET, (B) LABORATORY lffJRK SHEETS AND (C) C(}!.(PACTION CURVES, SHALL
8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS
REPORT IHLL 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR IHTHIN THO
l',fJRKING OA Y., OF THE CO!.IPLETION OF FIELD TESTS.
13. A SOILS C(]l,(PACTION REPORT AND C{]l,(PL/ANCE VER/FICA TION REGARDING ADHERENCE
TO RECO!.l!.IENDA TIONS OUTLINED IN THE SOILS REPORT IS REOIJIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER
THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA
PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL
OR fl!TURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE lifTH THE CITY OF
CARLSBAD STANDARD SPECIF/CA TIO.NS ANO THE 'EARTH/ffJRK SPECIF/CATIONS' ATTACHED
TO THE PRELl/.1/NARY SOILS INVESTIGATION. DAILY FIELD COAIPACTION REPORTS IHLL 8£
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING
OF lffJRK AND SHALL BE A TTENO[D BY ALL REPR[SENTA T/1,fS RESPONSIBLE FOR
CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND All OTHER ASPECTS OF THE
lffJRK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING
(438-3891) AT LEAST FIVE(5) lffJRK/NG DA r., PRIOR TO STARTING CONSTRUCTION.
APPROVED DRA IHNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. A COPY OF THE
GRADING PERMIT lifLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE I.IEETING.
15. ALL INSPECTION REQUESTS OTH[R THAN FOR PRECONSTRUCTION MEETING IHLL 8[
MADE BY CALLING THE ENGIN[[RING 24-HOUR INSPfCTION REOUfST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST Bf REC[[',£0 PRIOR TO 2·00 P.1.1.
ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS llfLL BE MADE THE
NEXT lffJRK DAY UNLESS YOU REOUEST OTHER/lfSE. REOUESTS MADE AFTER 2·00 P.1.1.
IHLL BE SCHEDULED FOR THO fl/LL lffJRK DA r., LATER.
16. THE OHNER 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 CONFOR/.1/NG TO ALL LOCAL, STA TE AND
FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS.
11. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUB!.llmNG A
DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOlifNG THE
DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAO£ OF
lffJRKER PROTECTION fll(]I,( THE HAZARD OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5] OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY
PRIOR TO EXCA VA TION. IF THE PLAN VARIES FROI.I THE SHORING SYSTEM STANDARDS
ESTABLISHED BY THE CONSTRUCTION SAF[TY ORDERS, TITLE 8 CALIFORNIA
ADI.IINISTRA Tiff COO£ THE PLAN SHALL Bf PREPAR[D BY A R[GIST[R[D ENGINEER
AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST
8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROI.I THE CITY OF CARLSBAD. SUBI.IIT APPL/CATION FOR BLASTING PERMIT
I/ELL IN ADVANCE OF THE BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOCICAL OR PALEONTOLQC!CAL RESOURCES ARE DISCOf[REO llfTHIN ANY
HQRK AREA DURING CONSTRUCTION. OPERATIONS IHLL CEASE l!.l!.IEOIA TEL Y. AND THE
PER!.IITTEE IHLL NOTIFY THE CITY ENGINEER. OPERATIONS llfLL NOT RESTART UNTIL
THE PER!.IITTESS HAS RECEIVED IW?ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOIJ/P!.IENT,
CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EOIJIP!.IENT SHALL BE
LIMI TED TO THE PERIOD BETIIEEN 1.· 00 A.I.I. AND SUNSET EACH DAY, MONDA Y THRU
FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON
IIEEKENDS OR HOLIDA )S (A LIST OF CITY HOLIDA r., IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE C/TY
ENGIN[ER FOR APPROVAL n+v FULL HQRKING DAYS PRIOR TO BEGINNING OF lffJRK.
22 IMPORT !.IA TERIAL SHALL BE OBTAINED FR0/.1, AND WASTE !.IA TERI AL SHALL BE
DEPOSITED AT A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DEBRIS OR DAI.IA GE OCCURRING ALONG THE HAUL ROUTES OR
ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY lifTHIN THE AREA TO BE GRADED. NO TREES ARE TO
BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
CAUTION!!
ca{lRACT<R TO ',£R/FY lH£ EXACT
LOCATION tT EX/SllNG UTHJT1£S IN
lH£ FIELD PRKR TO (»{STRtJCTION!
NOTE!!
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PER/.1/TTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
!.IINl!.IU!.I ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL
PLANS. EROSION CONTROL SHALL BE AS SHOHN AND AS APPROVED BY THE CITY
ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SI.OPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED
OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
21 ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR H'!VROSEEDED
llfTHIN TEN (10) DA r., OF THE T/1.1£ I/HEN EA& SLOPE IS BROUGHT TO GRADE
AS SHOHN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS
PROJECT, DRA/lfNG No. 426-BL, AND/OR AS DIRECTED BY THE CITY ENGINEER OR
PLANNING DIRECTOR.
29. THE OHMER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORO/NA TE
THE lffJRK OF THESE GRADING PLANS 111TH THAT SHOHN ON BOTH THE LANDSCAPE
ANO /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
lffJRK IN ACCORDANCE lifTH THE LANDSCAPE MANUAL T/1.1£ REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 111TH A MINIMUM UTILIZED
PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED 111TH 3/4' ROCK 0-LOAO
OF 1,350. FOR PR/VA TE STORI.I DRAIN PIPES, UP TO 15" Pn:' MAY BE PER SORSO
S-4 TYPE •c• ANO PIPE I.IEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE
31. I/HERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING
OPERATION, IT SHALL BE REMOVED llfTHIN T/IENTY FEET OF BUILDING OR STREET
AREAS ANO REPLACED lifTH PROPERLY C(}!.(PACTEO SOILS. IN OTHER AREAS THE PIPE
lifLL BE PLUGGED 111TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
32 THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FAC!Lll/ES (ABOVE
GROUND ANO UNDER GROUND) llfTHIN THE PROJECT SITE SUFFICIENT/. Y AHEAD OF
CR AO/NG TO PERI.II T THE REVISION OF THE CR AO/NG PLANS IF IT IS FOUND THAT THE
ACTUAL LOCA l/ONS ARE IN CONfl/CT lifTH THE PROPOSED lffJRK.
33. THE CONTRACTOR SHALL NOT/FY AFFECTED Ul/LITY C(]l,(PANIES (SEE BELOW) AT
LEAST 2 fl/LL IWJRK/NG DA r., PRIOR TO STARTING GRADING NEAR THEIR
FAC!Lll/ES AND SHALL COORD!NA TE THE lffJRK lifTH A COMPANY REPRESENTA l/VE.
UNDERGROUND SERVICE ALERT
SOGJtE
PACIFIC BELL
ADELPHIA C(]l,(!.IUNICA TIONS
CITY OF CARLSBAD (STREETS et STORM DRAIN)
CITY OF CARLSBAD (SEIIER, WATER AND
RECLAIMED WATER)
34. PERMIT COAIPLIANCE REQUIREMENTS.·
l-8D0-422-4133
(800)660-7343
{8D0)892-0123
(160)438-7741
(160)<34-2980
(160)438-2722
A. FOR CONTROLLED c:)_DING THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANDrJR GEOLOGIST TO GIi£ TECHNICAL ADVICE, OBSERVE
AND CONTROL THE IWJRK IN PROGRESS [15. 16.120.8} CARLSBAD
MUNICIPAL CODE.
8 PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLO/lfNG
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR. [15./6.120.9et/O} CARLSBAD MUNICIPAL CODE.·
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COAIPLETE, ALL EROSION CONTROL, SLOPE PLANTTNG
AND !RR/GA l/ON ARE INSTALLED IN CONFORMANCE lifTH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF CO!.IPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT fll(]I,( THE SOILS ENGINEER, IIH/CH INCLUDES
RECOI.II.IENDEO SOIL BEARING CAPACITIES, A STA TE!.IENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA TEI.IENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND
R£C(]l,(1.1£NDA l/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETo.
(4) REPORT 111TH AS-BU/LT GEOLOGIC PLAN. IF REOIJIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED lifTH/N ONE(/)
YEAR AFTER THE CITY ENGINEER's APPROVAL, THESE PLANS !.IA Y BE R[QU/RED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES lifLL BE REOIJIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT l/TLED 'GEO TECHNICAL INVEST/GA TION, PROPOSED
RESIDENTIAL DEVELOPMENT LOCATED AT SOUTH OF CH!NOUAPIN A~ BETIIEEN
HARRISON STREET et ADAMS STREET, IN THE CITY OF CARLSBAD, CALIFORNIA•
PREPARED BY NORCAL ENGINEERING DA TED JULY 31, 2D01, SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE 111TH THE RECOl.l!.IENDA l/ONS ANO SPECIF/CA l/ONS CONTAINED IN
SAID SOILS REPORT.
31. IIHEEL CHAIR RAI.IPS SHALL BE INSTALLED PER REOIJIRE!.IENTS OF THE l/TLE
2<, CALIFORNIA AD!.I/NISTRA TIVE CODE.
38. ALL SURVEY !.IONUI.IENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF lffJRK FOR THIS
PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT lifTH
CURRENT STANDARDS
I UNDERSTAND THAT THE CHECK OF PROJECT DRA/lfNGS ANO
SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES
NOT RELIEVE !.IE, AS ENGINEER OF lffJRK, OF MY
RESPONSIB!Lll/ES FOR PROJECT DESIGN.
O'DA Y CONSULTANTS, INC.
21/D LOKER A VE. I/EST STE. /DO
CARLSBAD, CA 920/D
{760) 931-77DO
....L.->,#~,,,,__..f.L.'--.,:;/-C,1/,:,... DA TE.· t2,"j . I~ z.ooS-
EXP. 12/31/06
DESIGNED BY: K.Q,,C,0,.J,T. DATE: NOV, 2004
DRAWN BY: J.S.. C.F, SCALE: IS SHOWN
PROJECT MGR.· G, O"ll, JOB NO.: 01-1022
El£CTRCWIC OA TA FILES ARE FON
REFERENCE fN.Y ANO ARE NOT
TO 8£ USED FON HORIZalTAL ON
'1£/?TlCAL SI/R',CY ca{Tf?a
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931 -7700
Fox: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
DATE: 't 11.
RCE: '320'14
THE BLUFFS
EXIST!NC EASEMENTS ENC/NEER NOTES
ITEM /13 -EASEMENT FOR SEIIER, GAS, ELECTRICITY AND WATER I.IA/NS 111TH
THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES,
RECORDED MARCH 31, 1931 IN BOOK 1869, PAGE 284 OF DEEDS.
THE LOCA l/ON OF THE EASEMENT CANNOT BE DETERMINED FROM
RECORD INFOR!.IA l/ON.
Im.I /14 -EASEMENT FOR SEIIER, GAS, ELECTRIC/TY AND WATER !.IA/NS ANO
INCIDENTAL PURPOSES, RECORDED APRIL II, 1931 IN BOOK 1888,
PAGE 53 OF DEEDS
THE ROUTE OR LOCATION OF SAID EASEMENT CANNOT BE
DETERMINED FROI.I THE RECORD.
Ml TICA TION AND MON! TOR/NG NO TES
I. ALL CONSTRUCT/ON ACT/VIT/ES SHALL BE PLANNED SO THAT GRADING IHLL
OCCUR IN UNITS THAT CAN BE EAS/L Y COAIPLETED IHTH/N THE SUMMER
CONSTRUCT/ON SEASON. ALL GRADING OPERATIONS SHALL BE LIi.i/TED TO APRIL I
TO OCTOBER I OF EACH YEAR. ALL AREAS DISTURBED BY GRADING SHALL BE
PLANTED IHTH/N 60 DA r., OF INITIAL DISTURBANCE AND PRIOR TO OCTOBER I
111TH TEMPORARY OR PERMANENT {IN THE CASE OF FINISHED SLOPES) EROSION
CONTROL METHODS. THE OCTOBER GRADING SEASON DEADLINE !.IA Y BE EXTENDED
IHTH THE APPROVAL OF THE CITY ENGINEER SUBJECT TO /!.IPLE!.IENTA l/ON BY
OCTOBER I OF EROSION CONTROL MEASURES DESIGNED TO PROHIBIT DISCHARGE
OF SEDIMENTS OfFSITE DURING AND AFTER THE GRADING OPERATION IS
COI.IPLETED. EXTENSIONS BEYOND NOVEMBER 15 MAY BE ALLOIIED ON AREAS OF
VERY LOW RISK OF IMPACT TO SENSIT/VE COASTAL RESOURCES AND MA Y BE
APPROVED EITHER AS PART OF THE ORIGINAL COASTAL DEVELOPMENT PERMIT OR
AS A FORMAL A!.IENDI.IENT TO AN EXISTING COASTAL DEVELOPMENT PERMIT.
2. PRIOR TO ANY GRADING OF THE PROJECT SITE.·
A. A PALEONTOLOGIST SHALL BE RETAINED TO REVIEW PERFORM A WALKOVER
SURVEY OF THE SITE AND TO REVIEW THE GRADING PLANS TO DETERMINE IF THE
PROPOSED GRADING llfLL IMPACT FOSSIL RESOL!RCES. A COPY OF THE
PALEONTDlOGISrs REPORT SHALL BE PROVIDED TD THE PLANNING DIRECTOR
PRIOR TO ISSUANCE OF A GRADING PERMIT.
8 A QUALIFIED PALEONTDlOG/ST SHALL BE RETAINED TO PERFORM PERIODIC
INSPECTIONS OF THE SITE AND TO SALVAGE EXPOSED FOSSILS. DUE TO THE
S!.IALL NATURE OF OF SOI.IE OF THE FOSSILS PRESENT IN THE GEOLOGIC STRATA,
I T MAY BE NECESSARY TO COLLECT !.IA TRIX SAMPLES FOR LABORATORY
PROCESSING THROUGH FINE SCREENS. THE PALEONTOLOGIST SHALL I.IAKE
PERIODIC REPORTS TO THE PLANNING DIRECTOR DURING THE GRADING PROCESS.
C. THE PALEONTOLOGIST SHALL BE ALLOIIED TO DIVERT OR DIRECT GRADING IN THE
AREA OF AN EXPOSED FOSSIL IN ORDER TO FACILITATE EVALUATION AND, IF
NECESSARY, SALVAGE ARTIFACTS.
D. ALL FOSSILS COLLECTED SHALL BE DONATED TO A PUBLIC, NONPROFIT
INST/TUT/ON 111TH A RESEARCH INTEREST IN THE MATERIALS, SUCH AS THE SAN
DIEGO NATURAL HISTORY MUSEUM.
ANY CONfl!CTS REGARDING THE RDlE OF THE PALEONTOLOGIST ANO THE
GRADING ACTIVITIES OF THE PROJECT SHALL BE RESDl VED BY THE PLANNING
DIRECTOR AND THE CITY ENGINEER.
PACIFIC
OCCAN
N.T.S
CITY OF YISTA
~ 8,c;,,1,o
CIT .-,, OF ~ ROAD
CITY OF -ITAS
'dONITYMAP
OWNER'S CERT!RCA TE
I (/IE) HEREBY CER l/FY THA T A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR IHLL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND DVISE ON THE C(]l,(PACTION AND STABILITY OF
THIS C vP~wJ f~J2i
-;).6 -05
DATE
BENCHMARK:
I. REVISION OF THESE PLANS !.IA Y BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE o.F THE
IMPROVEMENT AGREEMENT.
2 THE EXISTENCE AND LOCA l/ON OF Ul/LITY STRUCTURES AND FACIL!lltS SHOHN
ON THE CONSTRUCTION PLANS I/ERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTTON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FAC/Lll/ES OR STRUCTURES NOT SHOl+N OR IN A LOCATION DIFFERENT
FRo.1.1 THAT SHOHN ON THE PLANS. THE CONTRACTOR IS REOUIREO TO TAKE DUE
PRECAUT/ONARY MEASURES TO PROTECT THE UT/Lil/ES SHOHN ON THE PLANS AND
ANY OTHER EXIST/NG FAC/Lll/ES OR STRUCTURES NOT SHOl+N.
3. THE CONTRACTOR SHALL VERIFY THE LOCA l/ON OF ALL EXIST/NG FAC/Lll!ES
(ABOVEGROL!ND AND UNDERGROUND) llfTHIN THE PROJECT SITE SUFFIC/ENll. Y
AHEAD o.F THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT lifTH
THE PROPOSED WORK.
LEGAL DESCRIPTION
LOTS J. 7, 8, 9 &-/0 INCLUSI~ IN BLOCK "A. AND LOTS I, 2, J,
5 et 6 INCLUSI~ IN BLOCK "[)" OF RESUBDIVISION OF PORTIONS OF
TRACT 238 AND 243 OF THUM LANDS, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 2/0J, FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY, APRIL J. 1928.
OWNER I DEVELOPER CI VIL ENGINEER
ANASTASI DEVELOPMENT CO!.IPANY, LL C.
511 TORRANCE BL I-!)_
O'OAY CONSULTANTS, INC.
REDONDO BEACH, CA 90277
2710 LOKER A VE. I/EST STE. 100
CARLSBAD, CA 92008
PHONE.· (310) 376-8077
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOHN ON THESE PLANS WAS GENERA TED BY SAN-LO
AERIAL SURVEY.> (JN 10995) DA TEO.· DECEMBER 12, 2D01
TOPOGRAPHY SHOHN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS
EARTHWORK QUANTlllES
CUT.· 15.051
FILL: 9,915
CY
CY
EXPORT.· 5,136
REMEDIAL CRAO/NG.· 5, 7DO
CY (EST/MA TED TO BE USED ON SITE
er DUE TO TREE ROOT REMOVAL)
NOTE.· THESE 0/JANTITIES ARE FOR BONDING PURPOSES ONLY.
THEY DO NOT INCLUDE SHRINKAGE OR EXPANSION.
PROJECT LOCA TlON
ASSESSOR's PARCEL NUMBERS 206-120-03-DO, 206-120-08-00,
206-120-09-00, 206-120-10-00
206-12D-11-DO, 206-120-12-DO,
206-120-/4-00, 206-120-15-00
CALIFORNIA COORDINATE INDEX N 2000 E 6228
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAllfNG NO's: 134-6; 149-8; 155-8;
171-/0,· 183-8,· 226-7,·
296-5,· 301-6
SOILS ENGINEER'S CERT!RCA TE
t, /(,,E I Tl,.\ •TU~ R.. A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT IHTH/N THIS
SITE WAS I.IAOE BY !.IE OR UNDER MY DIRECT/ON ON JULY 31, 2001 THO
COPIES OF THE SOILS REPORT C(]l,(P/LED FROI.I THIS STUDY, 111TH MY
RECOl.l!.IENDA l/ONS, HA VE BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. JI I, I j,., • I ~
SIGNED: 7'.._~ ,4---
P.E. NO. K,6,e S,4/
DA TE.· re,/-z..-z../o~
LICENSE EXP/RA l/ON DA TE.
NOTE:
EXISTING ONSITE
CESSPOOLS MLL
BASED ON THE R.
ENGINEER AND TH,
SEPTIC LEACH FIELDS AND/OR
BE REMOVED AND/OR TREATED
'ECOMMENDA TION OF THE SOILS
'E ONSITE FIELD OBSERVATION.
'-f---~
~L\f<t,
DESCRIPTION : BRASS CAP STAMPED OC 155
LOCATION: CARLSBAD BL I-!), &-R.R. BRIDGE 9' EAST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SIHTCH BOX SIGNAL
IWRK TO BE DONE
THE GRADING lffJRK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE
FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT
GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOHN OR REOUIRED ON THIS SET OF PLANS AND
THE CITY STANDARDS, SPECIF/CA T/ONS, REOIJIRE!.IENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE GRADING lffJRK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOlifNG DOCUMEN TS, CURRENT AT THE ll!.IE
OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER:
I. CARLSBAD MUNICIPAL CODE
2 CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS.
4. PLANNING C(]l,(!.1/SSION RESOLUTIONS 563<, 5635, 5636, 5631, 5638, 5639 DA TED MA Y 19, 2004.
5. CITY COUNCIL RESOLUT/ON NO. 2004-19/ DATED JUNE 15, 200/.
6. THE STANDARD SPECIF/CA l/ONS FOR PUBLIC l',fJRKS CONSTRUCTION {GREEN BOOK)
1. SOILS REPORT AND REC(]l,(!.IENOA l/ONS BY NORCAL ENGINEERING PROJECT NO. 94fJ2-0I DA TEO JULY 31, 2001.
8. THE SAN DIEGO REGIONAL STANDARD DRAllfNGS ANO AS MA Y BE !.100/FIED BY THE CITY ff J;ARLSBAD STANDARDS.
9. CALIFORNIA COASTAL COl.l!.IISS/ON DEVELOPMENT PERMIT CONDITIONS DA TEO NOVEMBER 18, 2004.
10. STOR!.IWATER POLLUTION PREVENTION PLAN {SWPPP) PREPARED BY O'DAY CONSULTANTS, INC. DATED
DECEMBER /, 2004 IIOID/ 937C33/ 725
II. CALIFORNIA STOR!.IWA TER QUALITY ASSOCIATION (CASQA) STORI.IWATER BEST MANAGEMENT PRACTICES, CONSTRUCTION
HANDBOOK; AND THE STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST
MANAGEMENT PRACTICES (B!.IP) MANUAL
LEGEND
DESCRIPTION STD, DWG.
SUBDIVISION BOUNDARY
EXISTING CONTOUR ,
PROPOSED CONTOUR.
DA 'rl.lGH T LINE .
EXIST/NG SPOT ELEVA l/ON
EXISTING flOIIUNE ELEVA l/ON
CUT OR FILL SLOPE LINES .
FINISH flOOR ELEVATIONS .
TOP OF CURB/GUTTER ELEVATION.
FLO/If.IN£ ELEVA l/ON .
FINISHED GRADE SPOT ELEVATIONS
FINISHED SURFACE SPOT ELEVA l/ONS
CRASS LINED SWALE ,
24 • RCP STORM DRAIN ,
24" HOPE HANCOR BLUE SEAL S.D. PIP,
/8" HOPE HANCOR BLUE SEAL S.D. PIPE;
/8" RCP STOR/.1 DRAIN
8'-12• HOPE HANCOR BLUE SEAL S.D. PIPE
12• Pn:' STORM DRAIN .
/2"X/2' ACP 0/JICKSET BOX OR EQUIVALENT
24 "X24' BROOKS BOX OR EQUIVALENT,
AREA DRAIN,
TYPE A' CURB OUTLE;T
TYPE A' CLEANOUT .
TYPE 'EJ' CURB INLET.
TYPE 'F' CA TCH BASIN .
TYPE 'c-I' CATCH BASIN .
SIDEWALK UNDERORAIN
llfNG TYPE HEADWALL ,
AC PA VE!.IENT/APPROVED BASE.
PCC PA VEI.IENT .
POROUS PA VEI.IENT'~
.D-25
,D-9.
,D-2,
.0-1.
.0-8,
.0-21
.D-34
SYMBOL
---_,10-
-----110 -
-.L. -_'l'_
~
~ =u~r
FF=laO
85.63 TC
85. 13 G
86.22 fl
81.J
• 85,97 FS --
OUANTITY
ui 200 LF.
ni 84 LF.
211 LF.
17 LF. ,
==--e<u::::::0
===--5EE.=ll:8J
==~---===e(J
==--e<u::::::0
===-1E=IB
-~~=-4]
=~.:.z::::::10]
fil
I
kXX><X>l
2750 LF.
228 LF.
10 EA.
31 EA.
144 EA.
I EA.
7 EA.
5 EA.
I EA.
16 EA.
I EA.
3 EA.
STF POROUS PA't1NG SYSTEM INC. CATALOG PER T.8. PENICK ii' SONS OR APPROITTJ EOUAL
RETAINING WALLS/ DEEPENED FOOTING-. . . .
{SEPARA/c PERMIT REOUIREO) {TYPE C-6 UNIESS NOlllJ OlHERIHS<)
SAF£Tr FENCES SHALL 8£ /NSTAl1£0 AS REOUIRED BY AGENCY
DRAINAGE DITCH , , D-15' ,
TRENCH CRATE
4tXJ 5£RIES R£SHJENTJAL DRAIN SYS!DI PER PCln:'AST PRESLOPED
TRENCH ORAIN SYSTDI BY STRa'IGl/fll OR APPROITT! EOUAL
- -
-... ............--3 -.-,i
1,425 S.F.
106 LF.
52L.F.
NOTE.· OUANTITIES SHOHN HEREON ARE FOR BONO/NG PURPOSES ONLY. ACTUAL QUAN TIT/ES !.IA Y VARY.
• AS !.100/FIED PER DETAIL SHEET 7
" SEE POROUS PAVING SECTION ON SHEET 3
'AS BUILT' P1tf™~~ARTMENTnA::~: ~ (/~ m,.,,.L' t.o @8 (SIGNIID) 7
RCE _:t EXP. ~f/26 ~~PIANNING DIRECTOR DATE G ~L-DATf.:10 />/o> REVIE',/.ED u / SJGNIID) ~/4~/49' RECOIIIIENDED BY: l/AJ L~,;c,/,,,. _,/ 'L
(PRINT IWII!) 'fNSPECTIJR DATE
I SH/ET I CITY OF CARLSBAD I SH275 I ENGINEERING DEPARTMENT
G/WJINf? PWIS FUR:
THE BLUFFS
C,T. 02-18
APPROVED dr . ~ ~~,:?~~ LLOYD B. HUBBS tD/_$/o~
PE 23889 EXPIRES --31-05 CITY ENGINEER 'DATE
RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VER T. '1/21/08 C/,{J, 11\cowsT C~AIIO• SHTs ~.s;,, 7 -ADD W4LL5 J z IJ!as ~ DWN BY: PROJECT NO. DRAWING NO.
CONTROL DATA) PAGE 136
ELEVATION: 20.04 (BASED ON NCI-!) 1929)
DATE A!NITlAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CHKD BY· \k\lY
RVWD BY: ~ll,, C. T. 02-18
G:\011022\0122G01.dwg Aug 18, 2005 2:34pm
Xrefs: 0122G
426-BA
....
0 -N ......
)
0 :e
(i)
I\)
0,.
I
CALIFORNIA COASTAL COl,(1,(/SS/ON NOTES:
1. PRIOR TO THE ISSUANCE OF THE COASTAL OEVELOPAIENT PERl,f/T, THE
APPUCANTS SHALL SIJBl,(/T TO THE EXEC/JllVE OIRECTOR FOR REVIEW
ANO IW?!TfEN APPROVAL RNAL GRAOING ANO EROSION CONll?Ol.
PLANS THAT HAVE BEIN APPROVEO BY THE arr OF CARLSBAD. THE
APPROVEO Pt.ANS SHALL INCORPORATE THE FOl.LOHfNG REO{JIREl,IENTS:
A. NO GRAOING ACllVlllES SHALL 8[ ALLOWllJ OIJRING THE RAINY SEASON
(THE PER/00 fR()I,( OCTOBER Isl TO l,fARCH Isl OF EACH YEAR). All
OISTIJR8£D AREAS SHALL 8£ REPLANTED /1,fl,f[OIA TEL Y FOl.LOHfNG
GRAOING ANO PRIOR TO THE BEGINNING OF THE RAINY SEASON.
8. THE PERl,f/TEE SHALL st/8AIIT A GRAOING SCHEOIJLE TO THE EXEC/JllVE
OIRECTOR IJEl,/ONSllrA llNG COAIPUANCE 111TH THE ABOVE RESTR/CllON.
C. All PERMANENT RUNOFF ANO EROSION CONmot OEV!CES SHALL 8E
OEVELOPEO ANO INSTALLED PRIOR TO OR CONCIJRRENT HfTH ANY
ON-SITE GRAOING AC11"111ES. All AREAS OISTIJR8EIJ, 8/JT NOT
COAIPI.ETED, OIJR/NG THE CONSlR/JCllON SEASl'.w, INCI./JOING GRADED
PADS, SHALL 8E STA8HJZEO IN ADVANCE OF THE RAINY SEASON. THE
/JSE OF TEJ.IPORARY EROSION CONll?Ol. l,f[AS/JRES, S/JCH AS 8ERl,fS,
INTERCEPTOR OITCHES, SANDBAGGING, Rl TEREO INLETS, OElJRIS BASINS,
ANO Sil T ll?APS SHALL 8E /Jlll/ZEO IN CON.(JNCllON 111TH THE
PLANllNGS TO l,f/N/1,f/ZE SOIL LOSS 0/JRING CONSllr/JCllON.
0. LANDSCAPING SHALL 8E INSTALLED ON All C/JT SI.OPES PRIOR TO
OCTOBER Isl MTH A TEMPORARY OR PERMANENT (IN THE CASE OF
RNISH[O SI.OPES) EROSION CONma METHOOS. SA/0 PLANllNG SHALL
8E ACCOAIPI./SHEO /JNOER THE S/JPERVISICW OF A UCENSED
LANDSCAPE ARCHITECT. SHALL PROVIDE AOEO/JA TE COl£7i'AGE 111TH 90
OA ~ ANO SHALL /JllUZE VEGETA llON OF SPECIES COAIPA llBLE HfTH
S/JRRO/JNOING NA llVE VEGETA TlON (NO INVASIVE SPECIES}. S/JBJECT TO
EXEC/JllVE DIRECTOR APPROVAL.
THE PERAi/Tl[[ SHALL /JNOERTAKE OEVELOPl,fENT IN ACCORDANCE HfTH
THE APPROVEO GRADING ANO EROSION CONll?Ol. Pt.ANS. ANY
PROPOSED CHANGES TO THE APPROVEO GRAOING ANO EROSION
CONTROi. PLANS OR GRAOING SCHEOIJLE SHALL 8E REPORTED TO THE
EXEC/JllVE DIRECTOR. NO CHANGES TO THE PLANS SHALL OCC/JR
llflHO/JT A COASTAL COA(/,f/SSION APPROVEO Al,fENOl,IENT TO THIS
COASTAL OEVELOPl,fENT PERl,f/T /JNLESS THE EXEC/JllVE DIRECTOR
OETERl,f/NES THAT NO Al,fENOl,IENT IS REO{J/REO.
O' 100' - -- -50
SCALE: 1 • = 50'
r:AIJTION !!
CONTRACTOR TO '.£RIFY THE EXACT
LOCA T!ON OF EXISTING UT!UT!ES IN
THE REIO PRIOR TO CONSTR{JCT!ON!
NOTE!!
7··
C~~;?TS
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
ELECTRONIC OATA FILES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE USED FOR HORIZONTAL OR
1£/?T!CAL SURVEY CONTROi. Carlsbad, California 92010 Processing
760-931-7700 Surveying
Fox: 760-931-8680
-~=-__jaz
DESIGNED BY: K.D.,C.0.,J.T. DATE: NOV. 2004
DRAWN BY: 4,S., C.E. SCALE: />S SHOWN
PROJECT MGR.· G. o·o. JOB NO.: 01-1022
ENGINEER OF WORK:
p ., /'J~/1-DATE: ~ '· ' -
GEORGE ,(!)'DAY If RCE: '32014 .
.,
I ~'~-
~--~-L
"AS-BUILT "
P.E. EXP. DATE
REVl~D BY:
~✓--9' ~~/~
l~SPECTOR-DATE
BENCHMARK:
DESCRIPTION: BRASS CAP STAMPED 0C 155
LOCATION: CARLSBAD 81. ltfJ. ,t R.R. BR/OGE 9' EAST
OF CENlll?l/NE OF ll?ACKS ON CONC.
BASE OF SllfTCH BOX SIGNAL
RECORD FROM: CO/JNTY BENCH LEVELS (Na CO/JNTY 1£7i'T.
CONll?Ol OA TA) PAGE 136
ELEVATION : 2Q(),f. (BASED ON NGltfJ 1929)
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
SHEET INOEX
SHED" NO.
1
2
J-,1 .
5-15
16-20.
21-22.
23-27
DATE
0£SCHIPTION
lln£ SHEET
INDEX AIAP
SECTlONS ,t DETAILS
GIIAOING PLANS
RETAINING WALL PROFILES
STORl,f ORAIN PROFILES
EROSION CONmO/. PLANS
INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LEGENO
[:::l::J ....
-s----s-
---w---w---
-------""-""''-'-"---"-""-'----'""-..._ ......
-----0-
[§]
.. -~\,
; .
>+i_r,_ / .
, .. , ~
/
J i
EX/SllNG flRE HYDRANT
PROPOSED RRE HYDRANT
PROPOSED SEWER LINES
PROPOSED WAlll? LINES
PROPOSED STORAI ORAIN
PROPOSED ACCESSHOI.E
SHEET N/JIIBER
/
I S2 ET I CITY OF CARLSBAD Lill 7 ENGINEERING DEPARTMENT
GRADING PLANS FON:
THE BLUFFS
C.T. 02-18
APPROVED Sr ~~ .... ~,',/.. PE23889 XPIRE -,2~31-D5
LLOYD B. HUBBS 1 "$/f 9 £
CIT!' ENGINEER D TE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY· (;,VP
RVWD BY: ,.!• P C. T. 02-18 426-BA
G:\011022\0122G02.dwg Aug 02, 2005 2:30pm
Xrefs: 01221P01: 0122map; 01227UTL: 01225TR; 0122GRD; 0122UTL; 0122G; 0122G-LY
...,:,
0 -r,..) .......
/
R/W
60' R/W
30' 17' 13'
f f--..L..'--+..-"--..j /4 PCC SIO[WALK
---EXIST. STR[[T ~ l -1J'._ 13'.t _gx_
'--'-~------_-_------r-=~-i=~ /
/
/ 6" Tl'P[ 'G' CURB
& GUTTER
TYPICAL SECTION -CHINOUAPIN A VE. {PUBLIC,)
NO SCALE
PROP. EXIST.
R/W R/W R/W
10'
TO 8[
0£0/CATEO
13'
20'
17'
VAR/£S
WIDTH VARIES -Wli[R[ NECESSARY
EXTEND PA '.1NC SUCH THAT THE
MINIMUM PA ',fM[NT IS HALF-STREET
~ _ _Ji1fi',l~----l--=1c=-1.PLUS 12 F[£T
12' MIN.
~~
.\ PCC SIDEWALK
2%
s· Tl'P[ 'c' CURB
& GUTTER
£ EXIST. STREET --
=-=--~-:..r ------_-_-:.__ _ ::J
TYPICAL SECTION -HARRISON ST. {PUBLIC,)
TYPICAL FIRE
HYDRANT
3'
NO SCALE
27' GENERAL ACCESS
& UTILITY EASEMENT
12' 12'
5' 5'
f
_1X.. 2%
3'
8'
~ ~ <S
"' ..., ill '<' o'.: 25% ~ MIN
VAR/£
/
/
/
/
'
s· TrPE ·c·--=::::=:::i-i...
CURB & GUTTER
4" AC PVl,IT. O',fR 6"A.8. (MIN.)
/" O[PR[SS£0 CURB FACE
PER SORSO C-14
Tl'P!CAL SEl/f"R LA TFRAL
e• PvC SEl/f"R & CL[ANOUT L OCA T/ON
e• PvC WATER
TYPICAL SECTION -BLUFF VIEW WAY & AIDAN CIR. {PV~)
NO SCALE
27' C[N[RAl ACCESS
3' & UTILITY EASEMENT
8' 12' 12'
~ ~ <S ~ ..., ~ '<' o'.: 2.5% ~ MIN
27' GENERAL ACCESS
& UTILITY EASEMENT
12' 12'
5' 5'
f
20'
PARK/NC AREA
3'PCC
CROSS GUTTER
-1J'._ I" OEPRESS[O CURB FAC£ VARIES _1X.. PER SORSO C-14 _1X..
Tl'P!CAL SEl/f"R LATERAL
& CLEAN.OUT LOCA T/ON e• PvC SEl/f"R
4• AC PVl,IT. O',fR 6"A.B. (MIN.)
e• PvC WATER
6" Tl'P[ 'C-/' CURB
TYPICAL SECTION -SCENIC WAY & POINT WAY (Pvr_)
s· TrPE 'G'
CURB & GUTTER
NO SCALF
JO' G£N£RAL ACCESS
& UTILITY £AS£M[NT
/5' 15'
_1X.. -1J'._
-I" AC PVl,IT. O',fR 6"A.B. (MIN.)
6" TYPE 'C'
CURB & GUTTER
TYPICAL SECTION -VIEW WAY (PV~)
NO SCALF
24' G£N[RAl ACCESS
& UTILITY EASEMENT
/2' 12'
5' 5' ~
f ~ '<' o'.:
~ 1% --1L
4" AC PVl,IT. O',fR 6"A.B. (MIN.)
e• PvC WA TE, e • PvC SEl/f"R
TYPICAL SECTION WA VE A VE. (PV~)
NO SCALF
27' C£N£RAL ACCESS
3'
20'
49.00 TOP FL
OF BOX
8~4• OIA
0£WA TFRINC '
HOLES
~ -" "' .. . . .
" . .
SIO[ I-10• HOl[ 2-3• HOl[
N X
s
£ X X w X X
It
EXIST/NC I 3.5'
'ACTUAL STRUCTURAL SECTION TO 8[ OETERM!N[O
BY TH£ SOILS £NCINE£R AFTER "R" VALUE TEST/NC
IS C(}l,(PL[l[O
POROUS PAVING SECTION
NO SCALE
"MOOIFl[O Tl'P[ 'F'
CA TCH BASIN PER
SORSO 0-7
OPEN ALL 4 SIO[S
6~3• 0/A , "i 100 DEWA TER/NC 'v HOLES -
2~10" 0/A .
OEWA TFRINC HOl£S
46.00 FL OF SWALE
I
CROUNO
◊ .,_'I-
120'
:L
I
I
I
I
3'
0.75'
. .
~ . ti ~ .. "' . .. " "
46.00 FL
2-4• HOLE
X
'THESE WA TFR SURFACE £LEVA T/ONS ARE FOR THE RETAINED
0/fFERENC[ FOR TH£ BEFORE & AFTER CONOITIONS
X
5• pi,c
X "£M£RC£NCY SPILL WA Y OPEN/NC SIZ[O TO HANOL[ TH£ EXCESS
X 0100 AFTER OE>fLOPM[NT.
DETAIL 'C'
NO SCALE
40' GENERAL ACCESS
& UTILITY EASEMENT
8' 12' 12' 8 '
~ ~
f ..., ..., 0c 0c o'.: o'.: s·
~ ~ CUR.
_1X.. 2% I
I /// / /_/ //////
Tl'P[ 'G'
'B & CUTTER
12•x12• ACP OUICKSET BOX
OR APPRO',fO [OUAL
TC: 7597
20'
',fG£TATEO
SWALE
4
1.0'
'
'
1W: 77.70
Tl'P[ '8' RETAIN/NC WALL
PER SORSO C-9
SEE RETAIN/NC WALL 'o' SHEET 17
12"X/2" NOS CRATE
TC: 7548
5' SIDEWALK
....,__ _ _, ___ FL:70.57
DETAIL ~,
SCALE~ HORIZ: 1/2" : /'
ffRT: I : 2'
/8" HOPE
I I
-. ·-11· .. : .,,
~---~6_:11
DETAIL
NO SCALE
2%
SIO[WALK PER
SORSO C-7
Oo
•
I I
..
FIN/SH[O
CROUNO
/
MOO/F/[0 ACP OUICKSET DRAIN BOX OR EQUAL
6" PvC RISER
<.:, ii, ~ ~
5' 5'
20'
~ PARK/NC AREA
PARK/NC AREA ~
3'PCC
• 4 AC PVl,IT. O',fR 6"A.B. (MIN.)
SEE STREET NOTE No. I TEE FlmNC
I" OEPRESS[O CURB FAC
PER SORSO C-14
25% s:,
MIN ;;,:
VAR/£ -2%
Tl'P!CAL SEl/f"R LATERAL
& CL[ANOUT LOCA T/ON
e• PvC S[llf"R
TYPICAL SECTION
C41JT/ON !!
CONTRACTa? TO ',CR/FY THE EXACT
LOCA~ (F EXIST/NC IJTIUTIES IN
TH£ f1ElO PRIOR TO CONSTRIJC~!
NOW!
[l[CTH(NC OATA F/l[S AR[ FOR
REFERENCE fN.Y ANO ARE NOT
TO BE I/SEO FOR HORIZONTAL OR
',£/?llCAL SIJR'EY CONTRa.
"' NO. 32014 ~ 'ti. EXP. 12/31/06 5J
* * J'"1J; CJV\\. fie.*'<-/.' or CALl'i\J
f
-1:L
~ '<'
o'.:
~
3'PCC
CROSS CUTTER
2%
6" Tl'P[ 'G-1 ' CURB
4" AC PVl,I T. O',fR 6"A.8. (MIN.)
e• PvC WA TFR
5• TrPE ·c·
CURB & CUTTER
CROSS CUTTER
--1%....
4• AC PVl,IT. 0',fR 6"A.B. (MIN.
e• Pvt: S[llf"R
1• OEPRESSEO CURB FACE
' PER SORSO C-14
Tl'P!CAl S[llf"R LA l[RAL
& CLEANOUT LOCA T/ON
e• PvC WATER
TYPICAL SECTION -LORETTA LAN£ (PV~)
OUTS/0£ OF SUBOl'.1SION BOUNDARY
NO SCALE
SANO COVE WAY (PVT)
NO SCALE
TYPICAL SECTION -LORETTA LAN£ (PV~)
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
FaK: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
NO SCALE
DESIGNED BY: K.0.,C.Q . .J.T. DATE: N(W. 20M "AS-BUILT
DRAWN BY: J.S.. C.F. SCALE: AS SHOIIN
PROJECT MGR.· G. o·o, JOB NO.: 01 -1022
>------------------1 P.E. EXP. ___ _
ENGINEER OF WORK: REVIEWED BY:
DATE: e✓A-z;
RCE: INSPECTOR
"
DATE
~~9".
DATE
BENCHMARK:
DESCRIPTION: BRASS CAP STA!.IP£0 OC 155
LOCATION: CARLSBAD BL '.11 & R.R. BR/OGE 9' £AST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SWITCH BOX SIGNAL
RECORD FROM: COUNTY BENCH L£',fLS (NO. COUNTY ',fRT.
CONTROi. OATA) PACE 136
ELEVATION: 20.04 (BASED ON NCVO 1929)
Rs
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
HOPE STORM DRAIN
(SIZE PER PLAN)
STORM ORAIN RISER OETA/l
NO SCALE
1 s J ET I CITY OF CARLSBAD I SH275 I
DATE INITI.AJ...
CITY APPROVAL
ENGINE ERING DEPARTMENT
t.le&twl l'tANS FOIi:
TH£ BLUFFS
APPROVEDO'r' ,& _, __._d . _ _... . , LLOYD 8. HUBBS
PE 23889 !cXPIRES 1i!'--31 -05 CITY ENGINEER
OWN BY: PROJECT NO.
CH KD BY: ~V,
RVWD BY: ~ C. T. 02-18
G: \011022\0122G03.dwg Sep 19, 2005 3: 42pm
Xrefs: 0122G; 01 22zz05
C.T. 02-18
l<1iii<>2
DRAWING NO.
426-BA
C
:E
G)
~
I'.)~ ...... 0,..
I
00
)>
I
J
CAUTlQN !!
ca-lTRACTOR TO 'rfRIFY THE EXACT
LOCA llON OF EXISllNC UllUllES IN
THE flElf) PRIOR TO CONSTRIJCllON!
NOTE!!
ELECTRONIC OA TA RLES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE USED FOR HORIZONTAL OR
1£RllCAL SIJRl£Y CONTROi..
10.00
lF = 6.f..00
' --/ EXISTTNG GRO/JNO
4
~~--TW = 69.00
RETAINING WALL IPER SORSO C-.f.
FOR PROFILE SE£ RETAINING
WALL 'J' SHEET 18 I I
1:w5:·6.f.69
I I
I
L
SECTION }1-A 1
ti STA. 16+80 HARRISCW ST.
SCA[£• 1· = 2'
20'
50.71
EDGE OF PA'81£NT
-
--------------
SECTION '8-8 1
0 STA. 18+52 HAHRISON ST.
SCALE: 1• = 2'
8!
I
I
I
~ RETAINING WALL PER t
SORSO C-.f.. FOR I
PROFILE SE£ RETAINING-....._
WALL '.4 ' SHEET 16
EXIST!NG GR°!!!!~
lF = 73.67
I
I
I
4
PROPOSED
GR(){JNO
..
SECTION 1C-C 1
SCALE: 1· = 2'
Rjlf
PROPOSED GROUND
"'--"< EXIST!NG GR(){JND
"'--
r
12'
AIDAN C/RCI.E
2X -
SECTION 'F-F'
SCALE: t• .-2'
DESIGNED BY: K.D •• C.O • .J.T.
DRAWN BY: J.S.. C.F.
7251
DATE: NOV. 2004
SCALE: IS SHOWN
4 •
PROPOSED 8" Pl,t'
Srr:YIM ORAIN
71.87 R.
TW = 41.75
RETAINING WALL
PER SORS[} C-4
PROPOSED
SIDEWALK
FOR PROFILE SE£ RETAINING
WALL 'N' SHEET 19
1/W = 4450
"AS-BUILT "
c ~~T
PROJECT MGR .· G. o·o. JOB NO.: 01-1022 l:k--r a 'Q?l ,.
s P.E. 3!.D/<1 E P t.;bf<1!:
271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning
c 11'? lorf
DATE
:~ &/z.,/,; Carlsbad, California 92010 Processing
760-931-7700 Surveying I -• ,11/J-DATE: -,. Fox: 760-931-8680
INSP CTO GEORGE 111'DAY /f RCE: , 3201+ DATE
V
EXIST!NG
GRO/JNO
8!
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---'7;;:J,, !n;_m:::r1=!1;;1,;rr, r----,------.
I -.
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SWALE
20'
. '
1.0'
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TWPER Pt.AN
TYPE '8' RETAINING WALL
PER SORSO C-9
PROFILE SE£ RETAINING
WALL 11' SHEET 17
I 0.5' MIN.
~W PER Pt.AN
5' S/OEWALK
2X -
lF PER Pt.AN : T
"
8!
EXIST!NG GROUND"'\_ ! 80.0
-------JWi-Si!li'r~ I
~GETATED
SWALE
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1 --12•x12• NOS GRATE
TC= 15.50
SECTION '!J-D 1
SCALE: 1• = 2'
79.4 lW
TYP£ '8' RETAINING WALL
PER SORSO C-9
FOR PROFILE SE£ RETAINING
WALL t' SHEET 17 ,~
/
I 75.50 BW
5' SIDEWALK
2X PA T!O FF = 75.82
1--12•x12• NOS GRATE
TC= 15.50
SECTION 'E -E'
'
GF=69.69
BENC HMARK:
DESCRIPTION:
LOCATION :
BRASS CAP STAMPED OC 155
CARLSBAD BL IO. d-R.R. BRIDGE 9' EAST
OF CENTERLINE OF ll?ACKS ON CONC.
BASE OF SMTCH BOX SIGNAL
RECORD FROM: C(){JNTY BENCH LEITTS (NQ COUNTY ';U?T.
CONTROL DA fA} PAGE 1.16
ELEVATION: 20.04 (BASED ON NGIO 1929)
SCALE: 1• = 2'
FF=66.02
FF=M.02
fF=51.02
'
SECTION 1G-G 1
NO SCALE
-r. ,A /1\R!eVISE'D SE'(.. TION 'G,-G,'
' [)'°ATE dlN!TlAL
ENGINEER OF WORK REVISION DESCRIPTION
PAT!O=
53.52-
50.76TW
'17 6 Bw
..2L_
'l
DATE
RETAINING WALL
PER SORSO C-I
4.0'
~--PEOESTRIAN
HANO RAIL
7W-= "8.70
BW= 4400
HEIGHT TO 8£ 0£TEJll,(IN£0 ----1 ;
BY THE Sll?IJCTIJRAL ENGINEER
INITIAL
ff. I
~1.30 TW
48 .S-!!,W
2X
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DATE INITIAL
If-
SECTION 'fl-H'
SCALE: 1• -2'
-PEOESTRIAN
HAND RAIL
SECTION 'J-J '
NO SCA/.£
fl_
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I S4 ET I CITY OF CARLSBAD I sH27s I ENGINEERING DEPARTMENT
GIWJING Pl.ANS FOR:
THE BLUFFS
c.r. 02-18
APPROVED 6'Y-
A /4 ~~~ PE 23889'-----pfRES ~ LLOYD 8. HUBBS 'r~ 5'
CITY ENGINEER TE
OWN BY:
CHKD BY· Cf'/P
PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL RVWD BY: )IP C.T. 02-18 426-BA
G:\011022\0122G04.dwg Aug 02, 2005 2:46pm
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54.66 T/1'
48.66 [lW
, 5455 rw
f 49.06 fl W ,.1/\C)\j '5"/'/5" TW
52 .0'1 TW r, ... ,r,, 52 -2 TW I
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NOTE!!
REI.IOI/£ EXISTING AC
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t---
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--C~O--,-N~S-c-U--,-L~T--,-1.N'c--cT;c-;cS,------l------------------1 P.E 3Z-o/'/ EXP. tl/"j,!oB
ENGINEER OF WORK, REVIEWED BY:
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49. 4,Z~ A J---.___
'4-4 "!_,/ "-../
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ANO CONSTRUCT RETAINING WAIJ
I
f6.41 7[W
44.43 \
EXISTING RIGHT OF WA Y ./ I
RETAINING WALL 'Nf
PER SORSO C-2
S'EE PROFILE SHEE 19
BY OALJIT SARKAR/A DA TEO !.IA ' 23, 2005
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ToP oF ~t11•Tlld.r GLGV'ATtoKJ v,1vn-€
Pfl,ov,otC> BY f"Ht' CoNrrl.jH,To/2.. ,_,/ r
BENCHMARK:
DESCRIPTION: BRASS CAP STAMPED OC 155
LOCATION:
'£OF. 1/A R. IL PER
RSO !.1-24 OR APRRO
OUAL
I
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DATE
CARLs.BAO BL VO &-R.R. BRIDGE 9' EAST
OF CENTERLINE OF TRACKS ON CONC.
BAS'£ OF SlffTCH BOX SIGNAL ,,_,,.
ElECn«NC DATA FILES ARE FOR
REFERENCE ONl Y ANO ARE NOT
TO 8£ USED FOR HORIZONTAL OR
',CRTICAL SIJRICY ~THa.
271 O Loker Avenue West
Suite 1 DO
Corlsbod, California 92010
760-931-7700
Fox; 760-931-8680
Civil Engineering
Planning
ProceH ing
Surveying
DATE: .r2./J ,./4-~/2,/4 y RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT.
CONTROi. DATA} PAGE 136
2/Z/ IAo
o'ATE UNITIAL
RCE: INSPECTOR DATE ELEVATION: 20. 04 (BAS'EO ON NGVO I 929} ENGINEER OF WORK
LETTER OF PERI.II ON TO
GRADE &-CONSTRU /!.IPROVE!.IENTS
BY OALJIT SARKAR/A ~ TEO !.IA Y 23, 2005
i\
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REVISION DESCRIPTION
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DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
24' RCP
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SCALE: 1" = 10'
lffNG TYPE HEADWALL
PER SORSO 0-34
2-3' ROCK HANO
PLACED INTO CONCRETE
1--------''-------,---::,<.cr! .?.·1 (SEE LANDSCAPE PLANS}
'--'~CONCRETE PER
SORSO 0-75
SECTlON U-V
NO SCALE
•/" TH10:.
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ROCie &-v~&t TA rtON
WALL
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TATION<l'ff60 (NO SLOPi!)
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SECTlON T-T ___/ __ _....,___ ~ -------'~----Ft.ow J__ -
(QAIC//,ETE
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SECTlON S-S
NO SCALE
RtTAINING WALL 'N'
PER SORSO C-2
S'EE PROFILE SHT 19
1 11NG 46.1 if fo0
...---__J-.---...J_____,-TOP
DETAIL R
NO SCALE
NOTE:
FOR MIPROVEJIENTS TO HARRISON ST.
S£E owe. 426-B
I SS ET I CITY OF CARISBAD I SH2 7 s I ENGINEERING DEPARTMENT
GIWJING PWIS FOIi:
THE BLUFFS
C.T. 02-18
APPROVED 8Y
, '.,<' , ·a ~-·-·..(LLOYD B. HUBBS L,,/ifia.r
PE 23889 ~!-'IRES 1H'31-05 CITY ENGINEER r ATE
DWN BY: PROJECT NO. DRAWING NO.
cHKD BY: 'Y§c C. T. 02-18 426-BA RVWD BY: J
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/NSPEC.TION P.,f TJ./f BUILD/~(, /N15PEic.To'R TO T~E' seT15FAlTION
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F/4 '}PAGE NO. 9{806
'EC. !.IA Y JI, 1963,-..f:._R.
CONNECT EXIST
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(Rl!.1=28.9, =26.5\
'SEE DUG 4 -8 )
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FOR-ING!r£SS AND £CRESS FOR ROA~AND
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REC. !.IA Y 8, 1953, BK. 4849 PG. 143 · .R.
RESERi BY RU~ C. W. DEALY
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. ,5~ -irft (ASE/JENT A1vlT R(GfTF.{!nfA r-
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REC. UA Y 8, 1953, 8~_49 PG. 145 O.R.
RESER'.£D BY RUTH &-CW.-OE!fE --=._
LETTER OF PER!.11 ON TO
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BY DALJ/T SARKAR/A 'A TEO !.IA Y 23. 2005 YI, -~
r1 BLOC'}( C'
\l_v Lor 12 ~ APJV 208~120~21~00
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REfFRENCED ON DUG 133-9
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FOR MIPROf£JIENTS TO HARR/Sal ST.
SEE D#C. 426-8 ./7
I SH275 I I S6 ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GIWJIIIC PWIS F"Oli:
0 ~ ~ DESIGNED BY: K.D . .C.Q • .J.T. DATE: NCW. 2004 "AS-BUILT " BENCHMARK : TH£ BLUFFS ,/ t:,,,l~J DRAWN BY: J.S,, C.F, SCALE: 1° • 10' ~ ~ '/),
--c~o~N~S~U~L~T-;,1~,N'--cT=-=s,---1-P_R_oJ_E_cT_MG_R_.·_G_._o_'D. __ Jo_s __ No_.,_0_1_-1_022_-; P;;~ ~fxP 1~/2?(n&
2710 Loker Avenue West
Suite 100
Carlsbad, California 9201 O
760-931-7700
Fmc: 760-931-8680
Civi! Engineering
Planning
Processing
Surveying
ENGINEER OF WORK: REVIEWED BY:
DATE:
RCE: ,~-ac~~,
11t<ed ~ ,-,e
DATE
0 ... /2s,
DATE
DESCRIPTION:
LOCATION:
BRASS CAP STA!.IPEO OC 155
CARLSBAD BL vTJ. ,ft R.R. BRIDGE 9' EAST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SY/ TCH BOX SIGNAL
RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY '.£RT.
CONTROL DATA) PAGE 136
ELEVATION: 20.04 (BASED ON NGfV 1929)
3/21/tJE q.c/.
DATE ANITIAL
ENGINEER OF WORK
C.T. 02-18
APPROVED 81'
d.,,. ~ ' -/ . -'1' LLOYD B. HUBBS /'. /~✓.,s
PE 23889 El\t-'IRES 12"31-05 CITY ENGINEER ~DTE
l ,\A00£'D RETAI.\IWC. WI\LL, REVISED 5WA.LE 1.2ibB I ~ OWN BY: DRAWING NO. PROJECT NO. DAT£ INITIAL I DATE INITIAL CHKD BY: G:vP C. T. 02-18 426-BA REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JI R -
G: \011D22\0122G06.dwg Sep 19, 20D5 3: 54pm
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12.01
SEE SHEET 11
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EXIST!NG RAI/.RQAO 70• 62 . ~-~:;;s
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SEE LETTER OF PEHAIISSION TO
GRAOE ,t CONSTRUCT RETAINING --
WALL BY DANIEL AIWTT
DA TElJ AIA Y 2.J; 2005 \
RETA!/-IING WALL t''
PER'SI./RSIJ C-1
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THE RELO PRIOR TO CONSTRUCTION!
56.18 BW
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FF 59.0J
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59.0J 7W
56.# BW , ~5.~4'!
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56.11 BW
\
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53. OW
VfGETATfD SWALE AREA BETWEEN Tl-If RETAININC.
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FLOW.
DESIGNED BY: ICO.,C.0.,J.T, DATE: NOV. 2004
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i
ELECTRONIC OA TA RLES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE USED FOR HORIZONTAL OR
VERTICAL SURVEY CONTROl.
PROJECT MGR.· G. o·o. JOB No.: 01-1022'..,f' l (kf
1------------------1 P.E 3Zolf EXP 1$"f/4"8
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2710 Loker Avenue West
Suite 100
Carlsbad, California 9201 O
760-931-7700
Fax: 760-931-8680
Civil Engineering
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16.20 TW
~ I 75.8.J TW ~----------------74.50 lF
---
74.16 lF 74.20 lF -----73.8.J lF
2250' 19.50' 6.00' 13.50' 14.00'
70
CAUllQN !!
CONTRACTOR TO ',FR/FY THE EXACT
lOCA llON OF EX/SllNG VllUllES IN
THE REl..f} PRIOR TO CONSTRVCllON!
C~~T S
NOV. 200-4 DESIGNED BY: K.D.,C.0 •• J.T. DATE: '?\'.Of ESS I~
DRAWN BY: J.S •• C.F. SCALE: IS SHOWN NOTE!! $'&~ o;,-1. ~ PROJECT MGR.· G. O'D. JOB NO.: 01-1022 /8 ~ t,,
ELECTRONIC DA TA RlES ARE FOR "' -" NO. 32014 ~ REFERENCE ONl Y ANO ARE NOT 'ti EXP. 12/31/06 f;] 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: * * Suite 100 Planning TO BE (JSEIJ FOR HORIZONTAL OR Carlsbad, California 92010 Processing '.£RllCAl st/R~Y CONTROL. v'q~ C/VI~ cj/c~~ 760-931-7700 Surveying H,,_ r • rf~.,... DATE:~ OF" CALI~ Fo1-:: 760 931 8680
G• 'DAY d RCE: 1+
V
I
I
PROPOSED 8' Pl,C
/ STOR/,I ORAIN
--------
74.JJ lF
53.25'
PROFILE· RETAINING WALL j1'
SCALE~ HORIZ· ,. • 10'
,~,,: =-
16.50
16.00 TW
~ 7
' ·-
r---_
~ ....-PROPOSED GRO/JNO
..... 7267 lF
2250'
PROFILE· RETAINING WALL '8'
SCALE~ HORIZ: 11• = TO'
'r!RT: ,. = 2'
"AS-BUILT "
..he.--, C (;P f:?...,,, J; ~ Z•oe
P.E.Sl.D/; EXP 1~/.l~/01', DATE
REVIEWED BY:
~,dz, Lh ... /4 y
DATE INPECTOR
51.75' -12.75'
,..,,..,, ,,,
PRIY'OSED CROllNO ____I
19.00 TW
AT BACK OF WALL
EXISTING GROUND
AT FACE OF WALL~ ---
73.67 lF
7. 00 lF
42.75' I J7J16'
110.85'
RETAINING WALL PER SORSO C 2
6.00 6.00 22J5
\_ __J ~ 75.JJ TW \
\ 74.67 TW
\_ 74.00 TW -------~ ------,.______
'
70.67 lF
88.J5'
BENCHMARK:
DESCRIPTION: BRASS CAP STAAIPEO OC 155
LOCATION: CARLSBAD 81. (,fl. ,t R.R. BR/OGE 9' £AST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SIIITCH BOX SIGNAL
/1\
RECORD FROM: CO/JNTY BENCH L£',flS {NO. COUNTY 'B?T. DATE INITIAL CONTROi. DATA} PAGE 1J6
ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 20.04 (BASED ON NGVO 1929}
14.66'
78.JJ TW
-
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
\ 5f6ET \ CITY OF CARLSBAD \ SH275 \ ENGINEER IN G DEPARTMENT
llET.AINING WALL PHOF/LES FOi?:
THE BLUFFS
C.T. 02-18
APPROVED.6'Y, •
,/4 ::ii::6 ~ ~"°~ llOYD B. HUBBS 10/f!-25'
PE 238B9 FlREsi-St-05 CITY ENGINEER 'FfE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CrvP C. T. 02-18 426-BA RVWD BY: Jt..R
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CONTRACTOR TO 'ff'RIFY TH£ EXACT
lOCA TION OF EXISTINC 1/TIUTIES IN
THE R£ll) PRIOR TO Ca-lSTRIJCTlON!
NOTE!!
ELECTRa-1/C OATA RLES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE VSEO FOR HOR!Za-lTAL OR
'ff'RllCAL SURVEY CONTROL
I
---
12.50'
I
35.00'
I
51.50'
I 11.90 TW
11. ,R TW 11.10 TW ----v-------PROP0SEO GROUND EXIST/NC CRO/JN0 7 --_/ \ ---I AT FACE OF WALL ---
AT BACK OF WALL
15.58 lF
14.90 lF 14.10 lF
PROFILE: RETAINING WALL 'C'
- ---
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
"' "'
---
SCAJ.E,v HOHIZ: 1• z 101
"9?1: 1· = 2'
-1250' 10.00' 21.50' 3250'
-----,!MIL TW
:::J "' i I' <.,~
"' "i ~~ II
:i,,6l~
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Ci11il Engineering
Planning
Processing
Surveying
----r--78.507-w--illorw ---7T.90-fl4l -----
PROPOSEO GROUND
AT BACK OF WALL
PROPOSEO GROUND
/ AT FACE OF WALL
14.50 lF 14.50 lF 7-1.20 lF
13.90 lF
PROFILE· RETAINING WALL '£'
SCALE~ HOR/Z: 1• • 10'
"9?7: 1· = 2'
DESIGNED BY: K.D.,C.0.,J.T. DATE: NOV. 2004 "AS-BUILT "
DRAWN BY: J.S., C.f. SCALE: IS SHOWN ,<µ. , .,,., _.-,..,7&-(?vr-i, ;u,..,,10. ~, PROJECT MGR.· G. 0 D. JOB NO.: 01-1022 ~ -• "" --
f------------------1 P.E. ~ZlJ/¥ EXP. i3/~/48 DATE
ENGINEER OF WORK:
k . /'O '/1
GEORGEI.O'OAY ,f
DATE: • /, ,
RCE: /32014
REVIE~ED _)lY: v / z±:: ,/z..,/4 y
IN~TOR DATE
BENCHMARK:
DESCRIPTION: BRASS CAP STAMPED X 155
LOCATION: CARLSBAD BL W. <I' R.R. BR/OGE 9' EAST
OF CENTERLINE OF TRACKS ON CONC.
BASE OF SMTCH BOX SIGNAL
RECORD FROM: COUNTY 8ENCH LEVELS (Na COUNTY f'ERT.
CONTROl DATA) PACE 136
ELEVATION: 20,04 (BASEO ON NCW 1929}
-
50.()0'
---17.40 TW
PROPOSEO GROUND
/ AT FACE OF WALL
61.50'
11.35 7W ------
13.35 lF
25.00'
-_ -18.40 TW
PROPOSEO GROUND
AT BACK OF WALL
14.40 lF
PROFILE: RETAINING WALL '!}'
-
SCALE~ HOHIZ: 1• • 10'
"9?7: 1· = 2'
---
21.J.J'
16.35 TW ---
13.35 lF
21.11' ---79.40 TW
14.50 lF
--
1----+------,l-------------l----+------l------1_____J ~ CITY OF CARLSBAD I SH2EET7S I lLL.J ENGINEERING DEPARTMENT
I ,\
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'f APPROVAL
RETAINING WALL PHORLES FOH:
TH£ BLUFFS
C.T. 02-18
APPR OVED dr"
&:, :1'11-~d u:::~ LLOYD B. HUBBS /e,/~/o:5'
PE 23889 XPIRES ~5 CITY ENGINEER 7D/(fE
DWN BY:~~-
CHKD BY: &vP
RVWD BY: ,l_~
PROJECT NO.
C.T. 02-18
G:\011022\0122G17.dwg Jul 14, 2005 8:21am
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DRAWING NO.
426-BA
C :E
-(i) ......
0 -N .....
70
60
70
24.00' ,1a50' 13.50' 55.00'
--13.00 TW -...,,... ____ ...:.;.;;..;..._.;._ __ --; ---12.33 TW
-----11.61 TW
....____ 11.00 TW
'-----.___
f-----+r----.......-~-..;;:----------------1-----+----P,(/$//NrJ-(;Ra:; L ....____ ~ - -
5.01'
69.33 TF
7.50'
68.67 TF
9.00'
36.65'
1-1.JO TW
./ PROPOSEp,.cRO/JNO
AT!J¥KOFWAL1
68.00 TF
9.00'
PROPOSEO CROIJNO
AT FACE OF WA/1
69.63 TF
61.JJ TF
66.67 TF
12.00' 15.00'
5.20'
AT BACK OF WA/1
65.JJ TF
64.67 tt
64.00 TF
15.00' 15.00' 15.00' 15.00'
PROF/££· RETAINING WALL 'F'
70
SCALE~ HOOZ: r• = 10'
',ENT: ,. = 2'
h22·
I
I
I
l
"' "'l
2a11' 5.00'
14.50 TW
\__ PROPOSEO CROIJNO
AT BACK OF WALL
PROPOSEO CROIJNO I AT FACE OF WALL
69.50 TF
---
-----------1 63.JJTF -~
62.61 TF
16.50'
PROFILE: RETAINING WALL 'H' PROFILE: RETAINING WALL 'l'
CAUTION!!
CONTRACTOR TO 1£R/FY THE EXACT
LOCA TlON OF EXISTING UT!UT!ES IN
THE RElfJ PRIOR TO CONSTRIJCllON!
NOTE!!
El£CTRONIC OA TA RLES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE USED FOR HORIZONTAL OR
VERT!CAL SURVEY CONTROL
SCALE~ HOOZ: r• = fO'
',ENT: , • -2'
'?~OfESS/~
$&,'{¥I-0~ ~ & ~ f, "' -i3 NO. 32014 )!; '&[ EXP. 12/31/06 f;J
* C/VI\. ~
2710 Loker Avenue West
Suite 100
Cor11'1bad, California 92010
760-931-7700
Fa)(: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
• , -= SCAI.E HOOZ f fO
',ENT: ,. = 2'
DESIGNED BY: K.0.,C.0.,J.T. DATE: NOV. 2004 "AS-BUILT "
DRAWN BY: J.S., C.F. SCALE: AS SHOWN
PROJECT MGR.· G. o·o. JOB NO.: 01-1022
1-----------------1 P E. 32.6N EXP a7lf¢t>8
:lw:: ~?A<!&
DATE
ENGINEER OF WORK: REVIEWED BY: 1fsi?£1?.2L DATE:
RCE:
~/4-/4 >:
DATE
60
BENCHMARK:
DESCRIPTION: BRASS CAP STAMPED OC 155
LOCATION: CARLSBAD Bl ',f/, .t R.R. BRIDGE 9' EAST
OF CENTERIJNE OF TRACKS ON CONC.
BASE OF S'llfTCH BOX SICNAL
RECORD FROM COUNTY BENCH LEltflS (Na COUNTY 'kRT.
CONTROL DATA) PAGE 136
ELEVATION: 20.04 (BASED ON NG',f/ f929)
70
60
58.50' 11.25' 9.-15'
f-----1---12.55 TW -----
-~ --------::·88 TW
EXISTING G 0/JNO -.___ 1f.2f TW
~r
AT BACK C WALL -.___ ------------~--~
68.~
\ PROPOSED CROIJNO
I /AT FACE OF WALL
-derN
--------61.21 7F--
I ~
\
\i -~ 63.88 T,
\ G 'li~IJ.: Cl~\, ~111'\s ~ ~i;:1~ -.,.n,L
5.25' 8.25' 8.25' 8.25' 8.25' 11.25' 9.15' 6.00' 5.25' 8.70'
PROfiL£· RETAINING WALL 'G'
SCAl ~ HOOZ· r• = fO'
'kRT: ,. = 2'
---
69.00 TW
61.6 TW
PROPOSEO CROIJNO --...;:
AT BACK OF WALL 66.77 TW ~
66.40 TF .......__ ~ .......__ le$ "' ~ 65.61 TF " ~
65.00 TF " ~ ~ " ~
64.00 TF "-.: ... '<>
63.67 TF ~
63.00
.......__
'---
61.50 TF
6aoo TF
5.5' 6.0' 6.0' 9.0' 7.5' 9.0' 7.5' 6.0' 7.5' ff.O'
PROFIL£· RETAINING H.; LL 'J'
SCALE~ HORIZ: 1• = 10'
VEHl: 1" • 21
/1\
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
1 s,eET I CITY OF CARISBAD I 527 5 I ENGINEERING DEPARTMENT
RETAINING WALL PROFILES FOH:
TH£ BLUFFS
APPROVED 6 Y
-4 ~~ ll0YD B. HUBBS
PE ~889%PIR~-05 CITY ENGINEER
OWN BY: PROJECT NO.
CHKD BY: GY~
RVWD BY: I! C.T. 02-18
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C.T. 02-18
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7 D E
DRAWING NO.
426-BA
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CAtmQN !!
CONTRACTOR TO VERIFY THE EXACT
lOCA TlON OF EX/SllNC VllUTlES IN
THE RELf) PRIOR TO CONSTRVCTlON!
NOTE!!
ELECTRONIC DATA RLES ARE FOR
REFERENCE ONLY ANO ARE NOT
TO BE VSEO FOR HORIZONTAL OR
VERTlCAl SlJR'rCY CONTROi.
\
r-------
~
~
"' ....
12.00' 9.00'
5J.10 TW
52.-IJ TW
" "' " \
49.42 TF '-.._
\
-18.10 TF
12.00' 9.00'
112.00' 5.00' 1.50'
49.JO TW 49..JO TW
PROPQ~ -lJ GROIJNO ON,./ S/OE OF WALL CLOSEST PROPOSED GROIJNO ON S/OE "---..,.......-TO HARR. SON STREET OF WALL l+flH SWALE ------
~
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12.00' 6.00'
51.76 TW
51.09 TW
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46.11 TF ---..__ ---..__
46.10 TF
12.00' 6.00'
271 0 Loker Avenue West
Suite 100
Corlsbod, Colifornio 92010
760-931-7700
Fax: 760-931-8680
---~-__f_ ----
~
~ ~ "' I;:; ....
~· -
PROFILE: RETAINING WALL 'K'
15.00' 12.00'
50.42 TW
-------49.42 TW r---_
PROPO~ lJ GROIJNO
AT BAC, OF WALL
'----r----
SCAJ.£~ Ha?IZ: 1• = 10'
VERT: 1• = 2'
1J.5' 12.00'
-18.42 TW
41.15 TW
EX!Sl!NG GROIJNO
1,
47.1
~ ~
Sl Sl "' "' .... ...
50' 19. ,(.5'
TW
46.41 TW
'-... '-/AT FACE OF WALL --45.43 TFI
'
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15.00'
Civil Engineering
Plonning
Processing
Surveying
_,,,I
'-.._ / ------'--#, ,Af-Tf'/ -
lJ. ,f.5'
I PROFILE: RETAINING WALL "N I
SCALE~ Ha?IZ· 1• = 10'
VERT: 1• = 2'
DESIGNED BY: K.D.,C.0.,J.T. DATE: NOV. 2004
DRAWN BY: J.S •• C.F. SCALE: 1'S SHOWN
PROJECT MGR.· G, O'D. JOB NO.: 01-1022
ENGINEER OF WORK:
DATE:
RCE:
"AS-BUILT
b, •7.cc d ~i,;
PE. 3b>~~ EXP. •~YJ'j/48
REVIEWED BY:
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DATE
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DATE
i"'
60
50
_::::,,,,,.. __
BENCHMARK:
DESCRIPTION: BRASS CAP STAl.tPEO OC 155
LOCATION: CARL.S'BAO Bl ',fJ, ,t R.R. BR/OGE 9' EAST
OF CENTERI.INE OF TRACKS ON CONC.
BASE OF S/+fTCH BOX SIGNAL
"'
RECORD FROM: COUNTY BENCH Lflfl.S (NO. COUNTY ff:RT.
CONTROi. OATA) PAGE 1J6
ELEVATION: 2Q(U (BASEO ON NG',fJ 1929)
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DATE INITIAL
ENGINEER OF WORK
SCALE~ Ha?IZ· 1• = 10'
~T: ,. -2'
/1\
REVISION DESCRIPTION
2.44'
60
I'-
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50
2.44'
DATE INITIAL
OTHER APPROVAL
5.5• , 2' J' J' J' J' 2 1 J' J' 2' 25' f J'
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56.85 J:;;
\ :;; ~ ..!2 "' \~
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6' 2' ~ J' J'
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PROFILE· RETAINING WALL 'I,('
SCALE~ Ha?IZ: 1• = 10'
.e?T.· ,. ,= 2'
244'
I s;r1 CITY OF CARI.SBAD I 5 275 I
DATE INITIAL
CITY APPROVAL
ENGI NEERIN G DEPARTM ENT
HETAINING WALL PHOF/LES FOIi:
THE BLIJFFS
APPROVED l!f Y
~,~~ llOYD B. HUBBS
PE 2J889~PIR~-Ti=o5 CITY ENGINEER
OWN BY: PROJECT NO.
CHKD BY· &vP
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CAUTION!!
CONTRACTOR TO VEJ?/FY THE EXACT
LOCATTON OF EXISTTNG UTTUTTES IN
THE flE1J) PRIOR TO CONSTRUCTION!
NOTE!!
ELECTRONIC OATA flLES ARE FOR
REFERENCE ONl Y ANO ARE NOT
TO BE USED FOR HORIZONTAL OR
m?TTCAL SlJR'l£Y CONTROi..
IT',..,
-18.10 7W -18.31 7W
PRfFOSED GROUND_)
AT BACK OF WALL
EXISTING GROUND
_{AT FACE OF WALL --
-0.0 TF
--I-
-18.31 7W
,-l}Pt: 8 CURB INLET
TOP OF BOX -18. 13
\
\
e---
41.0 TF
20
I 'OPOSED Cl/0//NO
A • FACE OF WALL
49.0J 7W
_.,/"
40.33 TF
24.34
PROFILE: R£TAINING WALL 'O'
SCALE~ HOIIIZ: 1• = 10'
',£RT: 1· = 2'
60
1----
_.,/"
50
14.00' 14.00' 14.00'
49.08 7W
-18.41 7W
i---PROPOS£f) CRO/JND ---.J
AT FACE OF WALL l
(SWALE SIDE}
1------
45.41 TF
JB.00'
so. ,2 7W
... I
47.42 TF
20.00'
8.50'
51.09 7W
~
I
-18.42 TF
1250'
11.00'
5200 7W
/
.,/ 11.50' _,.,., ,aoo• 9.50'
I
1250' 9.50'
56.60 7W
55.12 7W
_,,..,...
AT BACK OF WALL 5.,_ OO 7W
PROPOSBJ CRO/JNO vr.4.67 7W
(SI.OPE SIOE) ~. ../ __ SJ._.12_TF __
53.00lW I ~-
5200 TF
50.00 TF
2250' 2aoo' 12.00'
taso· 24.00' 1200' 9.86'
59.28 7W
58.61 7W "R.61 7W
;..,....,.,,,,;7.,.•7"-7_,_TIII,,__~-----~
55.94 TF
· '21 TF
I
54.60 TF
16.00' 21.00' 24.86'
PROFILE: RETAINING WALL 10 1
"AS-BUILT " ~ OESIGNEO BY: K.D •• C.O.,J.T. OATE: NOV. 2004 0 / :? DRAWN BY: J.S •• C.F. SCALE: ,s SHOWN /2 f) '/J ---~
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--c-=o-N_S.=-,U_L_T~~~N~Tc-=S;---~--------------; P.E.!~N EX t¼fa4 DATE
2710 Loker Avenue West
Suite 100
Corlsbod, California 92010
760-931-7700
Fox: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
GE0"'''""'0AY ,,f
REVIEWED BY: e/~ u&-&P-
RCE: / 32014 INSPECTOR DATE
BENCHMARK:
DESCRIPTION:
LOCATION:
BRASS CAP STAMPDJ OC 155
CARLSBAO Bl. W . .t R.R. BR/OGE 9' EAST
OF CENTERI.INE OF TRACKS ON CONC.
BASE OF S#ITCH BOX SIGNAL
RECORD FROM: COUNTY BENCH LEms (NO. COUNTY ',£RT.
CONTRa. DA TA} PACE 1J6
ELEVATION: 20.04 (BASED ON NCW 1929}
SCALE~ HOIIIZ: 1• = 10'
',£RT: 1· = 2'
HlTAININC WALL PROf/l.£S FOi:
THE BLUFFS
APPROVED ~y ~ ,,. -> /21'. ~ . -. L LLOYD B. HUBBS 1---11---1-------------------l---+---t---t---; PE 23889 <Pl/PIRES 1'2"-31-05 CITY ENGINEER
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: __ _
CHKD BY: GtVP
RVWD BY: ,ll R
PROJECT NO.
C.T. 02-18
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DATE: NOV. 2004
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BASE IF SHfTCH BOX SIGNAL
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PHIYATE STOHII DRAIN PHOF/££S FOK:
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EROSION CONTROL NOTES
' 1. IN CASE" £MERG£NCY WORK IS REQUIRED, CONTACT MRON GAi.AUDET AT (J10) J45-J621
2. EQUIPME"NT AND WORKERS FOR EMERGENCY WORK SHALL BE" MAD£ AVAIi.ABLE" AT ALL
TIMES DURING THE RAINY SEASON. ALL NEC£SSARY MATERIALS SHALL BE: STOCKPILED
ON SITE AT CONV£NIENT LOCATIONS TO FACILJTATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOVED OR MODIFIED WITHOUT TH£ APPROVAL
OF TH£ ENGINEERING INSPECTOR.
4. THE: CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE: SATISFACTION OF TH£ CITY ENGINU:R AFTER EACH RUN-Off PRODUCING
RAINFALL
5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£
REQUIRED BY TH£ CITY ENG/NE£R DU£ TO UNCOMPLITED GRADING OPF:RATIONS OR
UNFOR£S£EN CIRCUMSTANCES WHICH MAY ARIS£.
6. TH£ CONTRACTOR SHALL BE: R£SPONSIBl£ AND SHALL TAKE: NECESSARY PRECAUTIONS TO
PRF:VENT PUBLIC TRESPASS ONTO AREAS WHER£ IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVID£D PER THE APPROV£D GRADING PLAN SHALL
8£ INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMF:TER MUST DRAIN AWAY FRO/II THE" FACE: OF
SLOPE: AT TH£ CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE: PROTECTIVE DEVIC£S SHOWN SHALL BE: IN Pl.ACE: AT THE: END OF EACH
WORKING DAY WHF:N TH£ FIVE (5) DAY RAIN PROBABILJTY FORECAST F:XCEEDS FORTY
PERCF:NT ( 40Jf). SILT AND OTH£R DEBRIS. SHALL BE: REMOVED AFTER EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE: BURI.AP TYP£ WITH J/4 INCH MINIMUM AGGREGATE:.
I!. SHOULD G£RMINATION OF HYDROS£EDED SLOPE:S FAIL TO PROVIDE: EFFECT/VF: COVERAGE:
OF GRADED SLOPES {90!1{ COVERAGE:) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANC£ WITH S£CTION J5.02J OF
TH£ £ROS/ON ANO SEDIMENT CONTROL HANDBOOK OF THE D£PARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
All PERMANENT ANO TEMPORARY C:ROSION CONTROL PLANTING ANO IRRIGATION SHALL BE:
INSTALLED ANO MAINTAINED AS REQUIR£0 IN SECTION 212 OF THE STANDARD
.SPECIFICATIONS ANO THE FOLLOWING:
A. HYOROSEEO/NG SHALL 8£ APPLJED TO:
I. ALL SLOPES THAT ARE GRADED 5: I (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE: a. THREE FEET OR MORE IN H£/GHT AND ADJACENT TO A PUBLIC WALL OR
STREU.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED Fl.ATTER THAN 5:1 WHEN ANY OF TH£ FOLLOWING CONDITIONS
E:XIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADIN0.
b. IDENTIFIED BY mE PARKS AND RECREATION DIRECTOR AS HIGHLY
VIS/BL£ TO THE PUBLIC. c. . HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE: TREATME:NT.
8. HYDROSEEDED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE: Willi THE FOLLOWING
CRITERIA:
I, ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT AR£:
a. THR££ TO EIGHT FEET IN HEIGHT SHALL 8£. /RR/GA TED BY HANO
2.
J.
WAT£RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!f COVERAGE.
b. GRE:ATER THAN 8 FEET IN HEIGHT SHALL 8£. WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:f
COVERAGE.
AREAS SLOPED LESS THAN 5: I SHALL BE: IRRIGATED AS APPROVED BY TH£ CITY
ENGINEER, PRIOR TO HYDROSEED/NG. T/1£. DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE: SPECIFIC REGARDING THE NUMBERS,TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSE:D SYSTEM.
IRRIGATION SHALL MAINTAIN TH£ MOISTUR£ L£VEI.. OF TH£. SOIL AT THE
OPTIMUM LEVEL FOR TH£ GROWTH OF TH£. HYDROSEEDED GROWTH.
C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING:
I. . SEED MIX SHALL CONSIST OF NO LESS THAN: a. , 20 lbs. P£R ACRE OF ROS£ CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF £ SCHOOL CIA CALJFORNICA
d. 4 lbs. Pf:R ACRF: OF ACHILL~ M/LU,FOL/A
e. J lbs. PER ACRE OF ALYSSUM {CARPET OF SNOW)
f. 1/2 lb. P£R ACRE OF DIMORPHt>l.£CA
g. ITEMS c,d,a, AND f OF THIS SUBSECTION MAY BE: OMITTED ON
LOCATIONS WHER£ THE AREA BEIN(; HYDRO SEEDED IS NOT VISIBLE FROM
C:ITHER A PUBLIC STREET OR RESIDENTW.. STRUCTURES.
h. ITEM a OF THIS SUBSC:CTION MUST BE INOCULAT£D Willi A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLJN(; OR
BROADCASTING BEFORE HYDROSEEDING.
/. ALL S££D MATERIALS SHALL BE: TRANSPORTED TO THE: JOBS/TE IN
UNOPENED CONTAINERS Willi THE CALJFORN/A D£PARTMENT OF FOOD
ANO AGRICULTURE: CERTIFICATION TA(; ATTACHED TQ, OR PRINTED ON
SAID CONTAINERS. J. NON-PHYTO-TOXIC WffilN(; AGENTS MAY 8£ ADDED TO mE HYDROSEED
SLURRY AT THE: DISCRETION OF THE: CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 8 MULCH (STRAw) MAY 8£ SUBST/1UTED, ALL OR PART, FOR
HYDRAULJCALLY APPLIEO FIBER MATERIAL, WHEN STRAW IS USED IT MUST 8£
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50!f OF
THE STRAW INTO THE SOIL
J. · FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15-20-0, WITH
15:f SULPHUR APPLIED AT THE RATE OF 500 lbs. PC:R ACRE:.
D. AREAS TO 8£ HYDROSEEOED SHALL BE PR£PARED PRIOR TO HYDROSEED/NG BY:
1. ROU0HE:NING THE: SURFACE TO 8£. Pl.ANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPE:R THAN 6: 1 b. HARROWING AREAS Ii· I OR Fl.ATTER THAT ARE SUFFICIE:N71..Y FRIABLE.
c. RIPPING AREAS THAT I WILL NOT BREAK UP US/N(} ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE: FOR Pl.ANTING BY:
a. ADJUSTfN(} THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. TH£ ADDITION OF SOIL AME:NDMENTS, PH ADJUSTMENT. LEACHING OR
COVERING SALINE: SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROS££0£D AREAS SHALL 8£ MAINTAINED TO PROVIDE: A VIGOROUS GROWTH UNTIL
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THE: PERMAN£NT l.ANDSCAP/N(;, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
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LOCATION: CARI.SBAO /Jl lO. .t R.R. BR/OGE 9' EAST
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ELEVATION: 20.0# (BASED ON NGVO 1929)
GRAVEL BAGS OVERLAP ONTO CURB
RUNOFF
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l,EGEND
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FIBER ROLLS 2,155 L.F. •~
STRAW EROSION BLANKET 4,750 S.F. ~
SINGLE STRAW BLANKET (S75BN) PER ~
THE NORTH AMERICAN GREEN CATALOG
OR APPROVED EQUAL.
DRAIN INLET PROTECTION TYPB 4 7 EA.
C~t?~TS DESIGNED BY: K.D.,C.0 . .J.T. DATE: NOV. 2004
DRAWN BY: J.S., C.F. SCALE: M SHOWN
PROJECT MGR.• G. O"D. JOl3 NO.: 01-1022
271 O Loker Avenue West Ciltil Engineering ENGINEER Of WORK: Suite 100 Planning
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760-931-7700 Surveying
Faic 760-931-8680
DESIGNED BY: K.D .• C.O .• J.T. DATE: NOV. 2004
DRAWN BY: J.S .• C.F. SCALE: ,. ;;ii 10'
PROJECT MGR.• G. O'D. JOB NO.: 01-1022
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ENGINEER OF WORK
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DESCRIPTION:
LOCATION:
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BASE OF SH1TCH BOX SICNAl
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CONTROl ()ATA) PAil£ 136
ELEVATION: 20.01 (BASEO ON NGvO 1929}
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ENGINEERING DEPARTMENT
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TH£ BLUFFS
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