HomeMy WebLinkAboutDWG 472-7E; CT 06-13; TABATA 10; 01-07GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER15.16 OF THE CARLSBAD MUNICIPAL
CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-
CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK
IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF
INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS
ESTABLISHED BY "BESTS" KEY RATING GUIDE
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING
WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE
BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
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 WRITTEN 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 CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)
SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS
REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO
WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE
TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER
OBSERVATION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR
FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
CARLSBAD STANDARD SPECIFICATIONS AND 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 HELD AT THE SITE PRIOR TO THE BEGINNING
OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE
WORK. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING BY CALLING
THE INSPECTION LINE AT (760) 438-3891 AT LEAST (5) WORKING DAYS PRIOR TO STARTING
CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE
MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-
3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE
THE INSPECTIO)I IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY
UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE
SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING SLOPIN OROTHER PROVISIONS TO BE MADE OF WORKER
PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH
TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST
BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY
THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE
PLAN VARIES FROM THE SHORll'IG SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN
SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A
COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR
TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT 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 DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE
WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO 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 AND ANY OTHER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH
DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE
CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT
THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DEBRIS OR DAMAGE 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 REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
~ HUNSAKER
& ASSOCIATES
.SAN DIEGO, INC.
PL.-\NN/NC 9107 Waples Street
ENGINEERING Sitl Diego, C;1 92121
SURVEYING Pl-1(858)558-4500 · FX(858)558·1114
GRADING NOTES CONTINUED
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM
ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL
PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY
ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE
AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL
STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE
APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN
TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN 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, DRAWING NO. 472-7L, AND/OR AS DIRECTED BY THE CITY 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
AND IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN
ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING
OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET
AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE
WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE
GROUND AND UNDER 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.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST
2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL
COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT ................................... (800)422-4133
SDG&E ... , ............................................... , ..................... (800)660-7343
PACIFIC BELL -SBC COMMUNICATIONS .......................... (800)892-0123
ADELPHIA COMMUNICATIONS ........................................ (760)438-7741
CITY OF CARLSBAD (STREETS & STORM DRAIN) ............. (760)434-2980
VALLECITOS WATER DISTRICT (SEWER & WATER) .......... (760)744-0460
CITY OF CARLSBAD (RECLAIMED WATER) ....................... (760)438-2722
33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS
ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND TEST THE
WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST
BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTION 15.16.120 A.10
CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS
COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE
INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS
(OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING
DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL
BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL,
AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN
ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN
THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR
THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
RESUBMITTED FOR PLANCHECK. PLANCHES,< FEES WILL BE REQUIRED FOR ANY
RECHECK.
AFTER
TO BE
SUCH
35. THE SOILS REPORTS TITLED GEOTECHNICAL REVIEW, IR-596 TABATA10SUBDIVISION,
CARLSBAD, CA. BY GROUP DELTA CONSULTANTS DATED AUGUST 30, 2013. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
36. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE
DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY
ENGINEER.
SOILS ENGINEER'S CERTIFICATE
I, MATTHEW A. FAGAN, A REGISTERED CIVIL OR GEOTECHNICAL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY GROUP DELTA CONSULTANTS AS SHOWN IN THE REPORT
TITLED:
GEOTECHNICAL INVESTIGATION TABATA DEVELOPMENT, CARLSBAD, CA. BY GROUP DELTA
CONSULTANTS DATE MARCH 4, 2014.
TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HA VE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJ~i;, ~ BEEN
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
22"'~A -:L=-'=-_L!,,(O~-Z6.1,.._ _
MATTHEW A. FAGAN,1"0569
EXP. DATE: 12/31/15
DATE:
* Exp. ,z-3f-lS ff
DECLARATION OF RESPONSIBLE CHARGE <.P~;ffi.i:E_cRi\l";~,+"' ' OF r:A\.,. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRO;JEG.i;-'-T AT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
HUNSAKER & ASSOCIATES
9707 WAPLES STREET
SAN DIEGO, CA
(858) 558-4500
C;{L-5 C ~a + ,/,t DATE , o /.:i el r 4-
ALISA S. VIALPANDO, P.E RCE 47945
EXP. DATE: 12/31/15
TABATAlO
F OCEANS
N.T.S.
MITIGATION MEASURE
PROJECT
SITE'
1. PRIOR TO REMOVAL OR DAMAGE OF ANY ACTIVE NESTS OR ANY TREE PRUNING OR
REMOVAL OPERATIONS DURING THE PRIME NESTING SEASON, THAT BEING FROM
MARCH 15 TO MAY 30, A CERTIFIED BIOLOGIST SHALL SURVEY THE TREES TO
DETERMINE IF THERE ARE ANY ACTIVE NESTS WITHIN 500 FEET OF THE AREA OF TREE
REMOVAL OR PRUNING. IF ANY ACTIVE NESTS AREA LOCATED WITHIN 500 FEET, NO
TREE PRUNING OR REMOVAL OPERATIONS CAN OCCUR UNTIL THE NESTS ARE
VACATED OR UNTIL THE END OF THE PRIME BREEDING SEASON, WHICHEVER OCCURS
LATER. IN ADDITION, PRIOR TO ANY TREE REMOVAL OR PRUNING OPERATIONS
PROPOSED OUTSIDE OF THE PRIME NESTING SEASON BUT WITHIN THE PERIOD OF
JANUARY 15 TO AUGUST 31, A CONFIRMATION IS REQUIRED FROM A CERTIFIED
BIOLOGIST CONSISTENT WITH THESE REQUIREMENTS SHALL BE SUBMITTED TO THE
PLANNING DIRECTOR FOR REVIEW AND APPROVAL.
2. PALEONTOLOGICAL MITIGATION MEASURES SHALL BE IMPLEMENTED AS FOLLOWS:
A. PRIOR TO ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL
RETAIN A QUALIFIED PALEONTOLOGIST TO CARRY OUT THE MITIGATION
PROGRAM OUTLINED HERE. (A QUALIFIED PALEONTOLOGIST IS DEFINED AS AN
INDIVIDUAL WITH A MS OR PH.D. IN PALEONTOLOGY OR GEOLOGY THAT IS
FAMILIAR WITH PALEONTOLOGICAL PROCEDURES AND TECHNIQUES.)
B. A QUALIFIED PALEONTOLOGIST SHALL BE PRESENT AT A PRE-CONSTRUCTION
MEETING TO CONSULT WITH THE GRADING AND EXCAVATION CONTRACTORS.
C. A PALEONTOLOGICAL MONITOR SHALL BE ONSITE AT ALL TIMES DURING MASS
GRADING AND EXCAVATION ACTIVITIES, INCLUDING UTILITY TRENCHING, ETC.
(A PALEONTOLOGICAL MONITOR IS DEFINED AS AN INDIVIDUAL WHO HAS
EXPERIENCE IN THE COLLECTION AND SALVAGE OF FOSSIL MATERIALS. THE
PALEONTOLOGICAL MONITOR SHALL WORK UNDER THE DIRECTION OF A
QUALIFIED PALEONTOLOGIST.)
D. WHEN FOSSILS ARE DISCOVERED, THE PALEONTOLOGIST (OR
PALEONTOLOGIST MONITOR) SHALL RECOVER THEM. IN MOST CASES THIS
FOSSIL SALVAGE CAN BE COMPLETED IN A SHORT PERIOD OF TIME. HOWEVER,
SOME FOSSIL SPECIMEN (SUCH AS COMPLETE LARGE MAMMAL SKELETON)
MAY REQUIRE AN EXTENDED SALVAGE PERIOD. IN THESE INSTANCES THE
PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL BE ALLOWED TO
TEMPORARILY DIRECT, DIVER, OR HALT GRADING TO ALLOW RECOVERY OF
FOSSIL REMAINS IN A TIMELY MANNER. BECAUSE OF THE POTENTIAL FOR THE
RECOVERING OF SMALL FOSSIL REMAINS, SUCH AS ISOLATED MAMMAL TEETH,
IT MAY BE NECESSARY TO SET UPA SCREEN-WASHING
E. FOSSIL REMAINS COLLECT"'D DURING THE MONITORING AND SALVAGE
PORTION OF THE MITIGATION PROGRAM SHALL BE CLEANED, REPAIRED,
SORTED, AND CATALOGED.
F. PREPARED FOSSILS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES,
PHOTOS, AND MAPS, SHALL BE DEPOSITED (AS A DONATION) IN A SCIENTIFIC
INSTITUTION WITH PERMANENT PALOEONTOLOGICAL COLLECTIONS SUCH AS
THE SAN DIEGO NATURAL HISTORY MUSEUM. DONATION OF THE FOSSILS
SHALL BE MONITOR SHALL WORK UNDER THE DIRECTION OF A QUALIFIED
PALEONTOLOGIST.)
A FINAL SUMMARY REPORT SHALL BE COMPLETED THAT OUTLINES THE RESULTS OF
THE MITIGATION PROGRAM. THIS REPORT SHALL INCLUDE DISCUSSIONS OF THE
METHODS USED, STRATIGRAPHIC SECTIONS(S) EXPOSED, FOSSILS COLLECTED,
AND SIGNIFICANCE OF RECOVERED FOSSILS. PRIOR TO ISSUANCE OF A BUILDING
PERMIT, THE DEVELOPER SHALL SUBMIT A SUPPLEMENTAL INTERIOR ACOUSTICAL
ANALYSIS FROM THE ACOUSTICAL CONSULTANT STATING THAT THE ARCHITECTURAL
PLANS HAVE BEEN DESIGNED IN COMPLIANCE WITH THE RECOMMENDATIONS
STATED IN THE ACOUSTICAL REPORT.
OWNER
LENNAR HOMES
25 ENTERPRISE SUITE 310
ALISO VIEJO, CA. 92656
(949)349-8101
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE RETAINED TO SUPERVISE OVER AL~ GRADING ACTIVITY AND ADVISE ON
THE COMPACTI01D STABILITY OF THIS SITE: . -~ ..
.,
--. -DAt~: _b,?_~'f JOHN BAA YOUN, VIC.le-PRESIDENT
LENNAR HOMES -· -· --· , .. .. .. . .
IMPORTANT NOTICE .
ASSESSORS PARCEL NUMBER
212-050-32 AND 212-050-33
REFERENCE DRAWINGS
CARLSBAD TRACT 83-25 DWG. NO 246.1
RS-'1800-1, 472-7C, 472-7D
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY METHODS FROM INFORMATION METHODS
FROM INFORMATION GATHERED ON 10-30-2013
BY R.J. LUNG
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL
MAP ACCURACY STANDARADS
LEGAL DESCRIPTION
LOTS 1-27 OF THE CITY OF CARLSBAD TRACT CT 06-13 IN THE
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP NO. 15992, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 15, 2014.
EARTHWORK QUANTITIES
CUT:
FILL:
IMPORT:
REMEDIAL:
1,300 CY
1,300 CY
QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT
TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES.
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
r..l. CURB INLET
C.O. CLEANOUT
EVC END VERTICAL CURVE
SVC BEGIN VERTICAL CURVE
TF TOP OF FOOTING
C.B. CATCH BASIN
FG FINISHED GRADE
RCP REINFORCED CONCRETE PIPE
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
N T S NOT TO SCALE
TW TOP OF WALL
s.Vl-4( ( ~ ,<) SECTION 4216/4217 OF THE GOVERNMENT CODE
,'? ~ REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
~ " _<( Oz ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE No. 47945 a;1 VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL "' Exp. 12/31/15 » UNDERGROUND SERVICE ALERT AT: • •
' TOLL FREE 1-800-422-4133 CIVIL, ,,
TWO WORKING DAYS BEFORE YOU DIG
BASIS OF BEARINGS PROJECT LOCATION
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM -1983, ZONE VI, 1991.35 EPOCH, NORTH THIS PROJECT IS LOCATED WITHIN
AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN ASSESSORS PARCEL NOS.
STATION CLSB-105 AND STATION CLSB-106 AS SAID COORDINATES ARE 212-050-32 AND 212-050-33
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK THE CALIFORNIA COORDINATE
ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE INDEX OF THIS PROJECT IS
OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. N 1998E6244 DATE INITIAL
RE.VISION DESCRIPTION IE: N36°38'53"W ENGINEER OF WORK
WORK TO BE DONE
THE GRADING WORK 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 SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THIS SET OF PLANS.
4. RESOLUTION NOS. 6601-6608 DATED 7/15109.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GROUP DELTA CONSULTANTS DATED 3/04/14.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD ENGINEERING STANDARDS.
8. THE MITIGATION MONITORING AND REPORTING PROGRAM.
9. STORM WATER POLLUTION PREVENTION PLAN FOR TABATA 10.
PREPARED BY: LITTLE CREEK ENVIRONMENTAL, LLC, WDID NO. 9 37C369667 DATED 7115114 SW# 14-62.
10. STORM WATER MANAGEMENT PLAN (SWMP) FOR TABATA 10.
PREPARED BY: HUNSAKER & ASSOCIATES. DATED 7/15114 SWMf # 14-01.
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
LOT LINE
EASEMENT LINE
SPOT ELEVATIONS
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
LOT NO. PER FINAL MAP
WATER LATERAL
SEWER LATERAL
PLAN NUMBER(R=REVERSE)
RETAINING WALL (PRIVATE) PER OWG 472-7C
DEEPENED FOOTING
EARTHEN SWALE
BACKWATER VALVE/SPLIT SYSTEM REQUIRED
30" X 30" A/C PAD
DROPPED GARAGE
EXISTING DITCH
EXIST. CURB AND GUTTER
EXIST. CONCRETE SIDEWALK
EXIST. WATER MAIN
EXIST. SEWER MAIN
EXIST. FIRE HYDRANT
EXIST. STREET LIGHT
EXIST. R.C.P. STORM DRAIN
SHEET INDEX
NOTES & DETAILS SHEET 1 & 2
PRECISE GRADING SHEET 3-7
DA7E INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LEGEND
STD. DWG. SYMBOL QUANTITY
LU 1
,2:8-------rs
P=/15.3
FF=l 15.97
GFF=/15.47
®)
®
®
2BR
M M Miii
VZZZZZZZI
·"-···-···--···-
lfil:I
[8J
* c:::.:::>
1.·.r·;:·:· ·•.:·;·,·.::z]
--w---
---o----g
o---0
ENGINEER OF' WORK
Qlt. 1,5,~~ _1akAfL1=._
ALISA S. VIALPANO DATE
RC£ NO 47945 EXP. 12/31/15
BENCH 11/IARK
DESCRIPTION: SET 2.5' DISK IN NORTHEAST CORNER
OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BRIDGE
RECORD FROM: STATION CLSB-I 05 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVDBB
"AS BUILT"
DATE
RC£ EXP.
REVIEWED BY:
INSPECTOR DATE
CI1'Y OF CARLSBAD I SH7SI
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
TABKfAlO
TITLE SHEET
SUP 06-08/CDP 06-19/HDP 07-03/CD 14-03
APPROVED t ., ) ., IArl JASON GELDERT
~/ // /L///':l ·v
ENGINEERJ!4G MANAGER PE: 53912 EXP:09/30/17 DATE:
OWN BY:_'f1 PROJECT NO. DRAWING NO.
CHKD BY: ' er 06-13 472-7E RVWD BY.·
.
R:\ I203\&Eng\Precise Grading Plan\ I20JPGO l.o•···G(]Oct-21-2074: 78:J9 W.O. No. 2167-0125
.,l
C :E
G)
0 Ao
-ti ......
...... I\)
I ...... m
\ J-----
\
\
I
I
BUILD OUT
SHEET 7
------
I
I
•
60 120 ----
SCALE 1 "= 60'
HUNSAKER
& ASSOC IA TES
SAN DIECiO, INC
PLANNING Cf/07 Wiiples Stieet
ENCINEERJNG San Diego, Cii 9ltll
SURVEYING Pfl(858)558--1500· FX(858)558-1414
--
_,. .
21 22
'
20 • •
19
13
I
I
\
I
BUILD OUT
SHEET 7
12
I
I
\
\
160
11
EL CAMINO REAL
--
27
REEF CIRCLE
23 24
- -
PHASE 2
/'.' SHEET 5&6
25 26
14
£ PROJECT BOUNDARY
' --v----~-····· I ----,_ ___ \
~ \ 1 "1 PHASE 2
SHEET 5&6
' 2
----
3
•
18 17 16 15
I
I
I
I
4
•••••I I I I I I I
8 7
10 9
C ~RLSB;.\r: TRJ-\CT 1\JO. 83T25
\ 1v1;.1P 1\/0. A 1? 1 a 1
I I I I
I \ I I
\ I I I
BROWNING ROAD
6
I
I
I
I
KEY MAP
SCALE: 1"=60'
\
I
I
\
- - - -PROJECT BOUNDARY
LOT LINES
13 LOT NO.
• • • • • • • • PHASE BOUNDARY
5
I
I
\
\
SHEET 4
t-----
t-----
1
\
\
BLDG
)#'
I uF
f D
l
PLAN VIEW
N.T.S.
l FINISHED FLOOR FF MINIMUM
-=~=-,~ .zzz.z.?Z="""' __ -1"'.Z<,~:,w"' L FOOTING DEPTH
%'5@ T e-=----:-:1 % MAX . (PER ARCHITECTURAL
L DRAWINGS)
0.6' D.F.
NOTE:
SECTION 0-0
N.T.S.
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS
..J Q
SET BACKS
PER PLAN )\
PL
~1 r_ 't
ir ~1:i
I I ('J,;
I A
B
1:r
8~1
MIN.\
I
C
--" Q
SET BACKS
PER PLAN
C
NO MOUNDING IN THIS AREA
(TOP OF SLOPE 0.5' MIN
ABOVE SWALE & NOT TO
EXCEED FINISH PAD ELEV.)
NOTE: SURFACE WATER
TO DRAIN AWAY FROM
THE BUILDING.
TYPICAL DEEP FOOTING DETAIL
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED
PER TH/$ PRECISE GRADING PLAN
NOTE: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5: 1 &
OVER 4' ARE 2: 1.
<C :5 Cr::.= # OF RISERS
Q I..!!:.)= HEIGHT OF EACH RISER
es Q
V,
es ~
FF=PER PLAN
N.T.S.
SIGHT DISTANCE TRIANGLE (2.5'
MAX. HEIGHT OF ANY OBJECTS,
VEGETATION, SLOPE & AS
MEASURED FROM ROAD SURFACE)
PL
2
PLAN VIEW
N.T.S.
VARIES
5' MIN UNLESS OTHERWISE SHOWN
1' MIN. J' MIN
6' MIN.
DEEPENED FOOTING WHEN
REQ'D (SEE DETAIL BELOW)
SECTION A-A
N.T.S.
MUDS/LL
DROPPED GARAGE DETAIL TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK TEMPORARY BERM TO BE
REMOVED OUR/NG FINAL
GRADING
N.T,S.
(') SEE GENERAL NOTE #8 BELOW
G
1
2
3
4
5
6
7
8
9
10
11
12
·13
·14
N.T.S. 6" re.
DL
PAD E srr~
-1.....2...!:'.!:,.L_.!:b"'-"'=· '-" rrr~r(~
SECTION 8-8
N.T.S.
5' MIN UNLESS OTHERWISE SHOWN PL
MUDS/LL J' MIN 1' MIN
·.-:' :··: .' ,'.. BLDG PAD ELEV. 2 ~--r=~~-L"" ~., M~I ry':--.,
ENERAL NOTES
SEE TRACT MAP 15992 FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ARE APPROXIMATE.
VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
SEE DRAWING NO. 472-?D AND 472-?C FOR LOCATION OF UTILITIES AND GRADING.
BUILDING WALKWAY PER LANDSCAPE PLANS.
LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD REQUIREMENTS.
ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
GARAGE FLOOR ELEVATION IS AT GARAGE DOOR -2" FALL FROM REAR DOOR FOR PLAN 1 AND 2.
4" FALL FROM REAR DOOR FOR PLAN 3.
DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACKS DIMENSIONS SHOWN ON
PRECISE GRADING PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED
TO OWNER AND CONSTRACTOR FOR RESOLUTION.
WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 % SLOPE.
STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD SE VERIFIED IN THE FIELD.
ACTUAL ELEVATIONS VARY FROM THOSE SHOWN ON PRECISE GRADING PLAN, NOTIFY THE
ENGINEER OF WORK.
FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 08/'151'14 AND 08/28/'14.
DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN.
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK R£VIS/ON DESCRIPTION OTHER APPROVAL CITY APPROVAL
<o ::, z,. :,;, ,I
21 % NV""
ELEV. MUST BE EQUAL T
BLDG. PAD ELEV. OR HIGHER
DEEPENED FOOTING
WHEN REQ'D (SEE
DETAJL BELOW)
SECTION C-C
N.T.S.
TYPICAL LOT DRAINAGE DETAIL
N.T.S.
ENGINEER OF' WORK
Sit ◄, s.C◄efr. k _/_IJ_/,uf /I/, __
ALISA S. VIALPANDO DATE RCE NO 47945 EXP. 12/31/15
BENCfI lvIARK
DESCRIPTION: SET 2.5" DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BR/OGE
RECORD FROM: STATION CLSB-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVOBB
"AS BUILrf"
RCE EXP. DATE
Rf.VIEWED BY:
INSPECTOR DATE
IT] CARLSBAD I SH7S1 CIT'Y OF
ENGINEERING DEPARTMENT ~
PRECISE GRADING PLAN FOR:
cfABKfAlO
NOTES AND DETAILS
SUP 06-08/CDP 06-19/HDP 07-03/CD 14-03
APPROVEo// _ o Aliuh JASON GELDERT
Ill YLLI./_
ENGINEER)NG MANAGER PE: 63912 EXP:09/30/17 DATE
OWN 8Y: PROJECT NO. DRAWING NO.
CHKD BY.· >..fl..,._____. er 06-13 472-7E RVWD BY.·
W.O. No. 2167-0125
r--..
I-w w :::c en
w w en
(s) -• •
I .. -
, .. ,
. , ,
~
HUNSAKER
& ASSOCIATES
SAN DIECiO, INC
Pl.ANNING 9707 Wi1ples Street
ENGINEERING Sill Diego, Ca 9llll
SURVEYING PH(858)558-4500· FX(858)558•1411
LOT 21
PAD=99.5
I
t-~ F{
I r%f
LOT 20 I
PAD=/07.8 I 6.6'
I
l0
18]
I
I lnr-I
)<..__ 07.2 . F! I
, .
) ►M
-, . , , . , .
J /\
SEE SHEET 6
LOT 22
PAD=98.9
LOT 23
PAD=99.7 . --------------,~oo,~=--=.=..J:r=--=.=.:::..:::.~~~~~~~===~=-==-
ROUGH GRADING
PERDWG. 472-7C 2: 1 1015---/-A\-I------
" 65.83' 64.BJ'
"' " .--~· .--.. ·-·-~-
1o (
\ ::)
I "'
~-----'--~-'loc..,7.8 t -
LOT19/BFI I PLAN 3C
P=/08.4
FF=/09.07
SG=/08.11*
9.2·~,l"--Y /
1 ¥--.Y-6.a·
I
L-,Q§JL
LOT18
PLAN 2BR
P=/09.1 ffi FF= 109.77 ~ SG=/08.81*
7(
rl · FL
\ GFF=/08.40
I
)
GFF=/07.53 \ ~1 . "1 Ce / . 0 " "' . ,, I I .·
65.96' ", 1§
/
\
MODELS, LOTS 18 & 19
8.0'-~-.l'-..-Y
DtJf-I
18] I
18] I
9JM "+ i/4
/
LOT 17
PA0=/09.7
(ii
"st'
1-w w :::c en
w w en
(s)
: .. I\
I
. ,
20
DATE INITIAL
ENGINEER OF WORK
0 20 40 60 ----
SCALE 1 "= 20'
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I SH3ET I
BACKWATER VALVE TABLE
.J.QIJ REOUIRED
19 ............................ YES
FOR EXISTING GRADING
& IMPROVEMENTS S[[
owe. NOS. 472-7C
AND 472-7D .
ENGINEER OF WORK
vfL_")~,. L _/.A.~LLL..
ALISA S. Vl LPAN;o DATE RC£ NO 47945 EXP. 12/31/15
BENCfl :tvlARK
DESCRIPTION: SET 2.5' DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BR/OGE
RECORD FROM: STATION CLSB-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVOBB
"AS BUILT"
DATE
RCE EXP,
REVIEWED BY:
INSPECTOR DATE
OF CARLSBAD I SH1SI CITY
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
rfABA'"fA 10
SUP 06-08/CDP 06-19/HDP 07-03/CD 14-03
APPRDVE~A I ,rt-JASON GELDERT II /'I/ L'L
ENGINEER' G MANAGER PE: 63912 EXP:09/JO/l 7 DATE
OWNBY.·~ PROJECT NO. DRAWING NO.
CHKD BY: CT 06-13 472-7E RYWD BY.·
W.O. No. 2167-0125
0
w~
0~ ...... .....,
....., I\)
I .....,
m
Ct)
1-U.J
U.J :c
(f)
U.J
U.J
(f)
LOT 23
PAD=99.7
LOT 18
PAD=109.1
,f--;--A)-6.8'
I\ ~
67.26'
LOT17
PLAN 3A
P=109.7
FF=l 10.37
SG=/09.41
10.5'-r---j--'hr
LOT 24
PAD=/00.4
GFF=l 10.75
GFF=/09.70
V.C. L=40'
s 69.54'
•
J.!:L-~1%_-_ v~~105=._j~-.... --t-J....,r
25+00
24+15. PVI OB. FS
--·----L...--
r-..
1-
U.J
U.J :c
(f)
U.J
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HUNSAKER
& ASSOC IA TES
SAN DIEGO, INC.
P~NJNG 9707 w~ples Stseet
ENGINEERING Si.Jl Diego, C.1 92U1
SURVEYING PH(858)558-4500· FX{851:1)558··l414
JQ9.0
F
-+----------
SEE SHEET 6
,
1 M
:ii I O· ::: I
I-
I ·c I
PERDWO. 472-7D
23+0
LOT14
PLAN 2AR
P=l 14.2
10.0' W FF=J /4.87
~ SG=11J.91
M
PHASE 1, LOTS 5-10 & 14-17
SIGHT DISTANCE
CORRIDOR ESMV /
2.0¼
C)
0 "' it II
--J
2c2 cj
,,; :,:
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LOT5
PLAN 3CR
P= 115.3
FF=l /5.97
SG=114.72
....._
20
SCALE 1"= 20'
SEE SHEET 5
40 60 ---11111,
BACKWATER VALVE TABLE
J.QIJ REQUIRED
8 .... ,....................... YES
g •........................... YES
15 ....................•....... YES
16 ............................ YES
~ '-
116.0 1W FOR EXISTING GRADING
& IMPROVEMENTS SEE
OWG. NOS. 472-7C
AND 472-70.
ENGINEER OF WORK
Q( /, . ' 5' Ki: {t (AN\L-
ALISA s. VIA PAND
_Lt)/;!.BLL4..........
RC£ NO 47945 EXP. 12/31/15 DATE
BENCH lvlARK
DESCRIPTION: SET 2. 5" DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BRIDGE
RECORD FROM: STATION CLSB-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAV088
"AS BlJIL'f"
RC[ ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD I SHrs 1 1----1----+----------------l-----t----J---t---t L.....±__J ENGINEERING DEPARTMENT
1----1----+----------------l-----t----J---t---t
1----1----+----------------l-----t----l----t---t PRECISE GRADING PLAN FOR:
'fABKfA10
SUP 06-08/COP 06-19/HOP 07-03/CD 14-03
l----+---1----------------+-----J---+---J---t APPROVED // 1 U / 1 1 JASON GELOERT .f-/M /i. • u _/lL'ILL'{_
ENGINEER/NE MANAGER PE: 63912 EXP:09/30/17 DATE 1----1----1----------------1----+---J---+--t
1----1----+----------------l-----t----J---+--I OWN BY:-,-,-:;~-
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~v~ vr/..~-
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:
PROJECT NO.
CT 06-13
DRAWING NO.
472-7E
WO. No. 2167-0125
0
~~
0~ -ti.....,
-..., N
I .....,
m
HUNSAKER
& ASSOCIATES
SAN DlfGO, INC
PLANNING 'JJ07 Waples Street
fNCINE.ERING SiO Diego, Ca 92121
SURVEYING PH{85ll)558-4S00 · FX(851!)558-141-4
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6.07. ~
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138.22'
LOT4
PLAN 2CR
P=/14.2
FF=/ 14.87
SG=l 13.62
t811ZJ
LOT 5
PAD=l 15.3
PHASE 2, LOTS 1-4
20 0
OAT£ INITIAL DAT£ INITIAL DATE INITIAL
ENWNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPRuVPL
20
SCALE 1"= 20'
I SsET I
40 60
BACKWATER VAL VE TABLE
.J.QIJ REOUIRED
1 ............................ YES
2 ............................ YES
3 ............................ YES
FOR EXISTING GRADING
& IMPROVEMENTS SE£
OWG. NOS. 472-7C
AND 472-7D .
ENCrINEER OF WORK
_[jj.. _) ~I if & .(,_ _/2.~LL'I=.....
ALISA s. VIA PAND DAT£
RC£ NO 47945 EXP. 12/31/15
BENCfI JvIARK
DESCRIPTION: SET 2.5" DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BRIDGE
RECORD FROM: STATION CLS8-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVD88
"AS BUIL1'"
RC£ EXP. DATE
REVIEWED 8Y:
INSPECTOR DATE
CITY OF CARLSBAD I SH?SI
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
rfABArfA 10
SUP 06-08/CDP 06-19/HDP 07-03/CD 14-03
APPROVED /l .. _ V J!,J, ,. /1.
JASON GELDERT
/I I'll 14 -
ENGINEER/NE MANAGER PE: 63912 EXP:D9/30/T 7 DATE
OWN BY: \ rr-== PROJECT NO. DRAWING NO.
CT 06-13 472-7E CHKO BY:
RVWO BY:
W.O. No. 2167-0125
0
01~
O.i:i,. -ft.....,
....., I\)
I .....,
m
7
I
I
I
I
I
I
I
I
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20
SCALE 1'"= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 9707 W,1ples Street
ENGINEERING S.i.n Diego, Ct 92111
SURVEYING PH(858)558-4500· FX(858)558·l41-.f
40 60
__ A __ A __ A __ A A --A
//p ------A--AI_A __ A __ A __ A __ A __ A __ A
EL CAMINO REAL
RIGHT-OF-WAY
--1/,
~ -
90
J:1 2:1 ROUGH GRADING -----.....__
PER DWG. 472-7C ..________,o
SEE SHEET 7 SEE SHEET 3
PHASE 2, LOTS 21-26
SEE SHEET 4
BACKWATER VAL VE TABLE
J.Q[j R(OU/RED
24 ............................ YES
25 ............................ YES
FOR EXISTING GRADING
& IMPROVEMENTS SEE
DWG. NOS. 472-7C
AND 472-70.
60'
go
J:I
95
I--"'""
1----+r:' ~>i) j i
I'
LO
1-w w :c
Cl)
w w
Cl)
OF WORK
BENCfl lvlARK
DESCRIPTION: SET 2.5" DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON THE SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BRIDGE
RECORD FROM: STATION CLSB-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVD88
"AS BUILT"
DATE RC£ ____ EXP. ___ _
REVIEWED BY:
INSPECTOR DATE
~ c1rry OF CARLSBAD I SHrs 1
1----+---+------------------1-----if---r---i----i L(J__j ENGINEERING DEPARTMENT
1----+---+------------------1---f---j----j---J
l----+---t------------------1---1----r---i----i PRECISE GRADING PLAN FOR:
cfABKfA 10
SUP 06-0BICOP 06-19/HDP 07-03/CD 14-03
l----+---t------------------1---1----J----t---J APPROVE~ -r.-,-+,-JASON GELDERT
_.... ~~~~~ It 1'l1Llf..
ENGINEER. G MANAGER PE: 63912 EXP:09/30/17 DATE l----+---l-----------------j'----1----t---+----f
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY.· --r,~--
CHKD BY:.,,.\=J-'-~-
RVWD BY:
PROJECT NO.
er 06-13
DRAWING NO.
472-7E
W.O. No. 2167-0125
\
HUNSAKER
& ASSOCIATES
SAN PIECO, INC
PLANNJNG 9707 Waples Street
ENGINEERING 5m Diego, Ci. 921Z1
SURVEYING PH(8S8}556-4SOO· FX(8S8)55tF!-4U
SEE SHEET 6
66.88'
C'?
1-w w :c
Cf)
w w
Cf)
LOT 19
PAD=/08.4
GFF-1oe,47
BUILD OUT, LOTS 11-13 & 20
(s)
,
,
I '
·, I\
LOT 11
PLAN 3C
I
I
LOT 10
PAD=/09.6
-::1"
1-w w :c
(/)
LJ.l w
(/)
20 0 20
SCALE 1"= 20'
40 60
BACKWATER VALVE TABLE
.LQ[i REQUIRED
12 ............................ YES
13 ............................ YES
20 ............................ YES
FOR EXISTING GRADING
& IMPROVEMENTS SEE
owe. NOS. 472-7C
AND 472-7D.
ENGINEER OF WORK
Di_ Qj ~ /,.; ,._ ./ -LP./,;Y./u1,_
ALISA S. VIAuwfi.~ DATE
RCE NO 47945 EXP. 12/Jl/15
BENCI--I 1/IARK
DESCRIPTION: SIT 2.5' DISK IN NORTHEAST CORNER OF CANNON ROAD
LOCATION: ON TH£ SIDEWALK AT NORTHEAST
CORNER OF CANNON ROAD BRIDGE
RECORD FROM: STATION CLSB-105 AS SHOWN ON
ROS 17271
ELEVATION: 47.58 NAVOBB
"AS B UILrf"
RCE ___ t:XP. ---~ DATE
REVIEWED BY:
INSPECTOR DATE
l-----+--+---------------t--t---1--,-,, sr71EET I CITY OF' CARLSBAD I SHfs I
~=='..-====E=NG:::1::NE,::E,:::R/:=NG=D=EP.=::<\:=R:=TM=E==NT==::::'....''.:===;
PRECISE GRADING PLAN FOR:
rfABA'TA 10
l---f------+----------------t-----t---.,--,--1 SUP 06 08/CDP 06-19/HDP 07-03/CD 14-03
APPROVED /,I II . I -JASON GELDEfJ I---J.--+---------------t----t-----1---r-, t/,a..-' A J •• , _/lL'lLL'-t_
1----lf------+----------------t-----t---t-----t----J ENGINEER/!J: MANAGER PE: 63912 EXP:09/30/17 DATE
OAT£ INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C/IY APPROVAL
OWN fJY, -,~--
CHKD BY:\~ ,.,.f&~-
RVWO BY,
PROJECT NO.
er 06-13
DRAWING NO.
472-7E
W.O. No. 2167-0125
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