HomeMy WebLinkAboutDWG 430-5B; CT 02-07; EMERALD POINTE ESTATES; 01-05GRADING NOTES
(/N ADDITION TO THE RrQUIREJ.IENTS OF CIW'TrRS 11. 05 AND 15. 15 OF TH£
CARLSBAD MUNICIPAL CODE:.}
7. THIS PLAN SUPffiSEDE:S ALL OTHER PfANS PR£VIOUSLY APPROl/f:D BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN oars NOT LrsSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE:, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THE'/' !MY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RrSPONSIBLE CHARGE SHALL
RfVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF" -
WORK FROM RESPONS/8/UTY FOR THE CORRrCTION OF ERRORS AND OMISSIONS
DISCOVERrD DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl.Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT I OF WAY. PR/DR TO P£RMIT /SSUANCf, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDJnONAL INSURED ON THE ftff~ITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR fACH VLi;URRENCE OF UABILITY. ll/f INSURANCE:
&Weft,& vg;_m~srv ';&~bl!ZIHE!t'69 -Ctsf#.TY£. :TING .... Guftt.0 A SIZE
5. UNLESS EXEJ.IPTED BY SECTION 301.(b)5 OF TH£ UNIFORM BUILDING COD£,
RETAINING WALLS OUTSIDE: DF PUBLIC RIGHT OF WAY REQUIRE: SEPARATE
PERMITS FROM TH£ BUILDING DEPAfflMENT.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAI/£ BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
l. APPROVAL OF TH£5E PLANS /IY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE M40£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN THE RfVISION BLOCK, ON THE
APPROPRIATE SHEET OF TH£ PLANS AND TH£ TIT!.£ SHEET.
9. ORIGINAL DRAWINGS SHALL BfCOM£ THE PROPERTY OF THE CITY UPON BDNG
SIGNED BY THE CITY ENGINEER.
10. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REF1.ECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ crrr.
I I, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TH£ PROJECT SITE AT ALL TIM£5 DURING CONSTRUCTION.
12. WHERE: TRENCH£5 ARE WITHIN crrr fASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMM4RY liHEIT. (B) IABORATORY WORK SHEETS AND (C} COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROF£SS/ONAL ENGINEER OF TH£ STATE OF
CAUFORN/,\ PRINClf!;;LLY DOING BUSINESS IN THE Fl£LD OF APPLIED SOILS
MECHANICS. THE Sl(fl.S REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN 5 WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPAC N RU'ORT AND COMPUANCE VERIFICATION /?£GARDING
ADHERrNCE TO RB OMMENDATIONS OUTIJNED IN TH£ SOILS REPORT IS REQUIRED
PRIOR TO TH£ ISSqANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UiR THE DIRECTION OF A PROF£SSIONAL ENGINEER OF THE
STATE OF CAUFOR IA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
15.
SOILS MECHANICS. FILL OR FUTURE FILL ARfAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• fARTHWORK SPE IF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAI Fl£LD COMPACTION /?£PORTS WILL BE SUBMITTED TO TH£
PROJECT INSPECTO •
0 THE 8 I N OE:D INSPECTIONS WILL 8£ M40E
THE NEXT WORK D. Y UNLESS YOU REQUEST OTHERWISE. REQUESTS M40E AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
15. THE OWNER AND/0 APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CO STRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHA L BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FED£ SAFETY AND HfALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR S LL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SH RING, BRACING SLOPING OR OTHER PROVISIONS TO BE M40E:
OF WORKER PROIB TION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SU II TRENCH OR TRENCHrs OR DURING TH£ PIPE INSTALLATION
THERON. THIS MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5J OR
MORE IN DEPTH APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO CAVATIDN. If TH£ PWI VARIES FROM THE SHORING SYS[[M
STANDARD ii CONSTRUCTIO
C-1 I
RrG E
EXCAVATION PERM EXCAVATION.
BE PR
COPY OF THE OSHA
INSPECTOR PRIOR TO
18. NO BtASTlNG SH,11. Bf PERFORMED UNTIL A VALID Bf.AST/NG PERMIT HAS BEEN
OBTAINED FROM i E CITY OF CARLSBAD. SUBMIT APPLICATION FOR 81.ASTING
PERMIT WEl.L IN 'ANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. (.A'!~!8 ~~= I K AR IONS WI CfAS I £ /Ail l'. AND THE
PERMITTEE WILL N TIFY TH£ CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/ HAS RECEJVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO,.
20. ALL OPERATIONS ONDUCTED ON THE SITE OR ADJACENT TH£RETO, INCLUDING
WARMING UP, 'AIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
fARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUJPMmT SHALL BE UM/TED TO TH£ PERIOD BETWEEN 7:00 AM. AND
SUNSET EACH DAl'. MONDAY THRU FRIDAY AND NO fARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAl½BLE AT THE ENGINE£RING OE:PARTMENT COUNTER.)
21. ALL OFF-SITE ~ ~~LL BE spaMfTTED Ba-./HE ~NTRACTOR T~ ~ CITY ENGINEffi /j V. TWO FU( WORKING~PJoR TO BEGIN1/NG
WORK,
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE M4TERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR
SWLL BE RESPONSIBLE FOR Al{( DEBRIS QR DAMAGE OCCURRING ALONG TH£ HAUL
RQU]fS OR ADJACENT STRrETS AS A RESULT OF TH£ GRADING OPERATION,
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE /?£MOVED UNLESS SPECIFICALLY NOTED -ON THE Pl.AN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN TH£ PONDING OF
WATER IS NOT PERMITTED. ALL fARTH£N 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 AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NfAT AND
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 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF TH£ TIME WHEN .rAC/:1 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 M4NUAl., THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 430-51.. AND/OR AS DIRECTED BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PfANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROl/f:MENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH TH£ LANDSCAPE !MN/JAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE RDNF'ORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC !MY 8£
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/ 4 •
ROCK PER SDRSD 5-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SDR 35 SOLID WALL PIPE:.
JI. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET ARfAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
ARfAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOl/f:D AS APPROVED BY
TH£ CITY ENGINEER.
32. THE CONTRACTOR SHAU. VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTl.Y
AHfAD 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.
JJ. THE CONTRACTOR SHALL NOTIFY AfFECTED UTILITY COMPANIES {SEE B£LOW) AT
LEAST 2 FULL WORKING DAYS PR/DR TO STARTING qRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMRi'ANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (B O 422-4-13J
SDG&E (7 0 480-7647
PACIFIC BELL ~B O B92-012J ADELPHIA CABLE COMMUNICATIONS 760 438-7741
CITY OF CARLSBAD(STREETS ct STORM DRAIN) 760 434-2980
CARLSBAD MUNICIPAL WATER DISTRICT 760 438-2722
34. PERMIT COMPLIANCE REQUIREMENTS:
A. 0 CONTROLL -THE APPLICANT HIRES A CIVIL £NG/NEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PR/DR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 11'1 THE
PROJECT INSPECTOR f 15. 15. 120 A 10/ CARLSBAD MUNICIPAL CODE:
' (r) ANAL 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 ENGINEffilNG DEPAl<TMENT).
(2) AS-BUILT GRADING PLAN.
{3} REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDEO SOIL BfAR/NG CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL. AND SUM/MR/ES OF
Fl£LD 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 OUTIJNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WTTH AS-BUILT GEOLOGIC PLAN, IF' REQUIRED BY THE crrr.
35. UNLrsS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS !MY 8£ REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT. TITl£D EMERALD POINTE ESTATES PREPARED BY
GEOTECHNICAL EXPLORATION, INC. DATED SEPTEMBER 26, 2005, SHALL BE
CONSIDERED AS A PART OF THIS GRADING PIAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE · RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPUANC£ WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PART/GULA TE MATTER), AND 54 (DUST AND FUMES) OF THE AIR
QUALITY CHAPTER WOULD EFFECTIVELY MIT/GA TE DUST IMPACTS
GENERA TED DURING GRADING OPERATIONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS:
1. THE WATER/NG OF ALL SURFACES BEING GRADED AND HAUL ROUTES
SHALL BE REQUIRED DURING ORY Wf"A THER CONDITIONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETA TEO ACCORDING TO THE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING.
J. ALL CONSTRUCTION-RELATED TRAFFIC SHALL BE RESTRICTED TO
ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES.
4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS OF
HIGH WINDS.
5. ALL HEAVY-DUTY. DIESEL POWE"RED CONSTRUCTION EQUIPMENT SHALL
BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED OPERA TING
INSTRUCTION (mm 1HE FUEL INJECnON nM/NC RETARDED ro
RECOMMENDED LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT
RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO CONTROL
POLLUTANT EMISSIONS.
6. CONSTRUCTION EQUIPMENT SHALL BE SUBJECT TO REGULARLY
.SCHEDULED MAINTENANCE/TUNE-UPS, ANO BE TURNED OFF WHEN NOT
,BEING UTILIZED TO A VOID EXCESSIVE !DUNG EMISSIONS.
7. THE APPL/CATION OF ARCHITECTURAL COATING AND CUT-BACK
ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 67.7, TO
EFFECTIVELY CONTROL OTHER CONSTRUCTION-RELATED EMISSIONS OF
AIR POLLUTANTS.
8. TH£ ENG/NEERING DEPAR™ENT SHALL MONITOR FOR COMPUANCE
DURING ALL GRADING OPERATIONS OF THE PROJECT.
9. ALL BUILDING PAD AND STREET AREAS THAT ARE GRADED AND
REMAIN VACANT OR UNDEVELOPED FOR A PER/00 OF MORE THAN 6
MONTHS AFTER THE GRADING OPERATION JS COMPLETED SHALL BE
SEEDED AND ADEQUATELY IRRIGATED TO REDUCE EROSION AND VISUAL
IMPACTS.
PRECISE GRADING
EMERALD POINTE ESTATES
OWNER'S CERTIFICATE
I
I I
1,.~ \ o,
0 0
MERALO POINTE
\ CIT'I' OF ENCINITAS
~
' VICINITY MAP
NTS
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVE~ZING A~TMTY AND ADVISE ON THE COMPACTION AND STABIUTY OF THIS SIT£
SJ~ DA~(¼~
BY DON MACLEAN
PRESIDENT RWR HOMES INC.
SOILS ENGINEER'S CERTIFICATE
I, JAMIE A. CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PRf/fENT WITHIN THIS SITE WAS MAQf. BY ME OR UNDER MY DIRECTION
BE7WEEN THE DATES OF Z5lj{i AND _J/~Sf-....'l8 . TWO COMPLETE COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY. W/Tf/ MY RECOMMENDATIONS, !->'\VE BEEN SUBMITTED
TO THE OFFICE OF n-lE CITY ENGINEER. FURn-tERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN mE SOILS REPORTS FOR mis PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIF/CA T/ONS JA~rr:=:=? ?,_ ~i13/ 06
R.C.E. : 34422 EXP. DATE: 09 30-07
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM n-tE ENGINEER OF WORK FOR
mis PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF n-lE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND 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.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVE
CITY, ST.: SAN DIEGO CA
TELEP.
BY:
OWNERS / PERMITTEES
SADDLEVIEW, LLC / RWR HOMES INC.
2710 LOKER AVENUE WEST
SUITE 350
CARLSBAD, CA 92008
(760) 918-6797
LEGAL DESCRIPTION
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -430-5
CITY OF CARLSBAD DRAWING NO, -430-5'\
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
TG TOP OF GRADE
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FG FINISHED GRADE
IE INVERT ELEVATION
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
NTS NOT TO SCALE
TW TOP OF WALL
TF TOP OF FOOTING
OF DEEPENED FOOTING
GFF GARAGE FINISHED FLOOR
EARTHWORK QUANTITIES*
CUT: 700 -CY
FILL: 0 -CY
EXPORT: 700 -CY
IMPORT: 0 -CY
REMEDIAL: 0 -CY
BEING A SUBDIVISION OF A PORTION OF THAT PARCEL OF !AND
DESIGNATED AS DESCRIPTION NO. 5 IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO RECORD OF SURVEY
MAP NO. 5715 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY ON DECEMBER 19, 1960, TOGETHER WITH LOT 115
OF CARLSBAD TRACT NO. 84-J2 (A) UNIT NO. 1 (COBBLESTONE SIA
VILLAGE), IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA ACCORDING TO MAP n-tEREOF NO. 13428 FILED IN THE
* QUANTITIES SHOWN ARE FOR BONDING ONLY t,NO
ARE NOT TO BE USED FOR BIDDING, BUOG
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JUNE J,
1997.
OR OTHER PURPOSES.
SHEET INDEX
SHEET I TITLE NOTES
SHEET 2 KEY MAP, NOTES a DETAILf
SHEETS 3-5 PRECISE GRADING PLAN
i.
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO
FILLS, REMEDIAL GRADING, DRAJNAGE FACILITIES, EROSION CONTROL FACILITIES, PLANTING
OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS SET OF PLANS ANO n-tE CITY STANDARDS, SPECIFICATIONS,
R/:QUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Win-I THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3, THIS SET OF PLANS.
4. CDP PLANNING COMMISSION RESOLUTION NO. 6066 DATED APRIL 19, 2006.
5. n-tE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS
CONSTRUCT/ON {GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORATION, INC
DATED APRIL JO, 2002, INCLUDING ADDITIONAL UPDATE DATED SEf'T 26, 2005.
7. n-lE SAN DIEGO ARIA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. STORM WATER POLLUTION PREVENTION PLAN.
PREPARED BY: HUNSAKER & ASSOCIATES DATE: AUGUST 2, 2005
WDID NO. 9 37C333907
9. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCT/ON HANDBOOK ANO STATE OF CALIFORNIA, DEPAR™ENT OF TRANSPORTATION,
CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
10. STORMWATER MANAGEMENT Pl.AN FOR CT 02-07 PREPARED BY HUNSAKER
DATED MARCH 16, 2005.
LEGEND
DESCRIPTION
DROPPED GARAGES
BACKWATER VALVE/SPLIT SYSTEM REQUIRED
PAD ELEVA T/ON
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
DEEPENED FOOTINGS
WATER LATERAL"*
SEWER LATERAL•,.
PIAN NUMBER (R-REVERSE)
ELEVATION ANO COLOR SCHEME
LOT NUMBER
RETAINING WALL (PER DWG 430-SA)
DRIVEWAY PAVEMENT (PCC)
(SECTION PER SOILS ENGTNEER)
STREET NAME SIGN"*
FIRE HYDRANT•••
STREET LIGHT•,.
WATER MAIN,.•
SEWER MAIN•••
STORM DRAIN,.*
EASEMENT
4 • PVC AREA DRAIN
6" NOS SPEE-D ORAJN (OR EQUAL)
SIDEWALK UNDERDRAIN (SDRSD 0-27)
30" X .JO" A/C CONCRETE PAO
FIBER ROLLS (SEE DETAIL ON SHEET 2)
GRAVEL BAGS
• CITY OF CARLSBAD STANDARDS
••• IMPROVEMENTS PER DWG 430-5
•• CONSTRUCTED BY SEPARATE PERMIT
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL
SYMBOL
* m
P=137.60
FF=IJB.35
GFF=137.80
Pll9ll\l\/\l\l9
Q
l><X!
QUANTllY
7828 SF
504 LF
24 EA
140 LF
28 DI
1210 LF
120 DI
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PlANNING 10179 Hue11nekens Street
ENQNEERING Sil/'I Diego. Ca 92121
SURVEYINC Pl 1(858)5584500· fX(858)558•1414
PNftNING JJEPARTMENT APPROVAL
~~'<>"'-'--~~~~'I-----D!TE: 8°/3 jx;. ~~:PLANNIIIG DIR!x:TOR
"AS BUILT"
DATE RCE EXP. ~ -61 ... D!TE: 0 / 3 /OE> ✓ (SJG!fED) REVIEWED BY:
Rl!COIIIIEJIDED B't .1..,_ & &&::, '211:•-........
(PRIHT l!AIIE) INSPECTOR DATE
1 a NO MORE THAN 25 RESIDENTIAL BUILDING PERMITS (UNITS) WITHIN
THE SUBDIVISION SHALL BE ISSUED UNTIL THERE ARE TWO CIRCULATION
ACCESS ROADS INSTALLED. PRIOR TO EXCEEDING 25 UNITS, THE
C!RCUlAT/ON IMPROVEMENTS MUST BE COMPLETED TO THE SATISFACTION
OF THE CITY ENGINEER AND THE FIRE MARSHAL BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS
SURVD' IS THE NAO 'BJ CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID
BEARINGS BETWEEN STATION 48 AND
1------+--+---------+------+---+---+-+-----I~ CITY OF CARLSBAD I SHESETS I L__!__j ENGINEERING DEPARTMENT
,------------------r"------------------1 STATION 64 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF
SURVEY MAP NO. 17271. PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS
PARCEL NOS. 212-040-050, 212-190-05J
THE CALIFORNIA COORDINATE INDEX OF THIS
PROJECT IS 1989-6240
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR 0/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FR££ 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
/.£ N 55°45'49" E
THE COMBINED SCALE FACTOR AT
STATION 64 IS 0.999954920. GRID
DISTANCE = GROUND DISTANCE X
COMBINED SCALE FACTOR.
ENGINEER OF WORK
R~M!~ OATE
R.C.E. NO. 48670 EXP. 6/30/06
1---+---+--~-------+------+---+--+---+-----f PRECISE GRADING:
EMERALD POINTE ESTATES
ll·P$·P6 lf£M
DATE INITIAL
ENGINEER Of WOR
JfPTRTE 811/1./?/N~ Sf/T. 5
DATE INITIAL INITIAL
REVISION DESCRIPf110N OTHER APPROVAL CITY APPROVAL
0 C. HAMMANN /ILi ,, ... , i:v, "
RCE 33069 EX
DWN BY:~~--,
CHKD BY: ~.J~(."-cR,____,
RVWD BY: .JU~.
PROJECT NO.
CT02-07
Ri\0608\&-Eng\Precise Gro.dlng\0608PGD1.ciwg[ OJJul-12-2006:12:1 B
DRAWING NO.
430-SB
W.O NO 2339-18
BIN..:
I
J
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GABRIEL
RODRIGUEZ AT (619)948-7669.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ALL FROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED
7. GRADING PLAN SHALL BE INCORPORATED HEREON.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
8. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
9. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4D")-SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM
10. AGGREGRATE.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
11. EFFECTIVE COVERAGE OF GRADED SLOPES (90" COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STATE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND
/RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN
SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSITDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 {HORIZONTAL TO
VERTICAL) OR STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT
TO A PUBLIC WALL OR STREIT.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
- -
........... ...... ......
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS
OF ROUGH GRADING.
8.
C.
D.
E.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VIS/BL.£ TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:lt COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO
HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE
CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TH€ OPTIMUM LEVEL FOR TH€ GROWTH OF
THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
a. 20 lbs. PfR ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
"· 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRf OF DIMORPHOLfCA
g. ITEMS c,d,11, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. fTEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
OF THE CONTRACTOR.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACR£. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS
USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15:Jf SULPHUR APPLIED AT THE
RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAJNTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
AND ALL BONDS RELEASED.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
Pl.ANNING 1017<.I li.lel'll'l@keru Street
ENGINEERING Sin Diego, Ca 92111
SURVEYING PH(6S8)SS8-4500· FX(8S8)55M414
-----PROJECT BOUNDARY
LOT LINES
0 100 200 300 ---~
SCALE 1 "= I oo·
KEY MAP
SCALE: 1 •= 100'
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
J. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITH A 4' VERTICAL CURVE AT GARAGE AND
RIGHT OF WAY.
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WfTH CITY OF SAN DIEGO STANDARDS.
11. CONTRACTOR TO PROVIDE TEMPORARY SANITA110N FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45" TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD Na. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
ELEVA110N AT HOUSE LINE UNLESS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON
PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
ENGINEER BY CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE FENCE PLANS.
1 B. ALL PVC DRAIN LINES SHALL BE 3 • SOLID WALL. SCHEDULE 8D (UNLESS OTHERWISE
NOTED), 1% MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BAS
OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0% SLOPE.
21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 200.00. IE. 51.00 -251.00
22. SETBACKS FOR THIS PROJECT ARE PER R-1-10,000 ZONE (C.M. SECTION 21.10)
23. SE£ SOILS REPORT DATED SEPTEMBER 26, 2005
24. FOR ROUGH GRADING PLANS SEE CITY DWG'S 430-5A
I I
LOT NO.
SHEET NO.
3
IN
DRl\£WAY APPROACH
tt,OfESSt~ ~ L ~ ~~v . 41-1 ~ lx. ~~t
ti) ,. ---0::' -Z.z
" NO. ,ae7o ~ ~ EXP. 6/30/08 I: • .,p.> .,.., •• ~..,. .. ~ ~ t' OF' CA.~.\ f
ENGINEER OF" WORK
RAYMOND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/06
PL B
~1 J_ 8~1 SIT BACKS
I PER PLAN PL VARIES
5' MIN '" I ( b;z; MIN., I 1' MIN. 'MIN•
I( -'i ~~ I I( 6" MIN.
I I I SIT BACKS I r,tlN PER PLAN A I A 21% r,tAX• .. : .
C C
NO MOUNDING
IN THIS A~ (TOP OF SLOPE 0.5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
• 5' TYPICAL UNLESS
OTHERWISE NOTED
DEEPENED FOOTING
WHEN REQ'D
(SEE DITAIL BE:LOW)
====d!:::==1:~==~~~~;:;SIDE:WALK UNDERORAIN PER SDRSD CURii-----7 D-27 (1YP);
NOTE: WALKWA'r'S ARE FOR RE:FERE:NCE ONLY
AND NOT TO BE CONSTRUCTED
PER THIS PRECISE GRADING PLAN NOTE:: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5: 1 &
OVER 4' ARE 2:1.
TYPICAL LOT EROSION CONTROL DETAIL
2" MIN
4" MAX
12" MIN'
N.T.S.
FIBER ROLL
FIBER ROLL 8" MIN
WOOD STAKE
J/4"xJ/4" MAX
4' SPACING
4'
SECTION 8-8
5' MIN
J' MIN"
SECTION A-A
N.T.S.
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIG/fT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
1' MIN
H IN FEIT L IN FEIT
0-5 -
5'-20' 2.5'
7n'-40' 5'
OVER 40' 10'
SLOPE ROUNDING DITAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWEEN RESIDENTIAL
UNITS)
L
N.T.S. :· ; ':·'• .. :' . ' BLDG PAD ELEV. 2 \ ,' r~--~~~~:i~~~~ %~1,4~~~AX~-:::=7r-.:::::J 1
NOTE:
2"-J" BE'l.OW
~HT GRADE
, • -IJ" A80\£
STRAIGHT GRAD£ ---
-GE SI.AB
1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER DR STEEPER
SIDE OF THE DRIVEWAY, SHALL BE 12%. SLOPES EXCEEDING 1 % SHALL
REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10%, INCORPORATE
TRANSmONS AS SHOWN ABOVE. THIS "ROLL" IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE
THE DRIVEWAY MORE PLEASING V/SUALL Y.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
N.T.S.
SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF
ANY OBJECTS, VEGETA110N, SLOPE & AS
MEASURED FROM ROAD SURFACE)
PCR
cu I\ I \ WI
R PAD R/W
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION ENGINEER OF WORI OTHER APPROVAL
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING WHEN REQ'O • 5' TYPICAL UNLESS
(SEE DETAIL BELOW) OTHERWISE NOTED
D
I
SECTION C-C
N.T.S.
BLDG
PLAN VIEW
@ FOUNDATION
SECTION D-D
N.T.S.
D
! NOTE·
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS
L 2.0' MINIMUM
FOOTING DEPTH
(PER ARCHITECTURAL
DRAWINGS)
TYPICAL DEEP FOOTING DETAIL
N.T.S.
"AS BUILT"
DATE RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SHSTS I I SH2ET I CITY OF CARLSBAD
ENGINEERING DEPART~ENT
PRECISE GRADING:
EMERALD POINTE ESTATES
APPR ED l AD C. HAMMANN ,;,. ,/A"I/. /Cf6 .1,011 ~ ' •• •~i6' CITY ENGINEER RCE JJQ69 EX• 0 , <n ''2il ATE
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL CHKD BY: :Jt~ 430-5B CT 02-07 RVWD BY: ,:l CITY APPROVAL
R:\0608\&Eng\Precise Grading\0608PG02.dwg( O]Jul-12-2006:12: 18 W.O NO 2339-1B
BIN:
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HUNSAKER
& ASSOCIATES
SAH Lll£C:0. INC.
PlANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858}558~500· FX(e58}558·1414
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
PROJECT BOUNDARY
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FF-248.25
HAMPTON
. □ □ □
46.4 FL
J' GENERAL UT/UN AND
ACCESS EASEMENT
~l',ofESS10,v.
,;> 0~u L • .ti,/< ~ ~ ~ ~ ~ ,.... £
-i:t:' :z: :z e NO. 46670 J:: °'. EXP. 6/30/08 !:'
~; .1',y,1 ~,~
e OF CAL\~
ENGINEER OF WORK
RAYMOND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/06
DATE
..........
..........
10/4/0, i'Q,1-1
DATE INITIAL
ENGINEER or WOR
.
LDT 8 20 40 60
,~~~I I
~--s,..,c"'A.,..L.,,..E 1'=20' ------
....._::::,.. J' GENERAL UT/LJT'I AND
ACCESS EASEMENT
NOTE:
ROOF DOWNSPOUTS SHALL DISCHARGE TO VEGETATED
AREAS AND SHALL NOT BE DIRECTLY CONNECTED TO A
STORM DRAJN SYSTEM PER THE STORM WATER
MANAGEMENT PlAN.
RCE
REVIEWED
"AS BUILT"
EXP.
BY:
INSPECTOR
I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING:
DATE
DATE
I SHSTS I
EMERALD POINTE ESTATES
APP~VED !fJRAD C. HAMMANN ,Ji
.?./_.z.i ~' , (<* ?loll ~,,,/Jo •I . CITY ENGINEER RCE 33069 EX" 05,30,oa ATE
r"' ~ e't,..¢TTIUC:. Jlf/',/17 ctAI ///lf/07 Uir DWN BY: PROJECT NO. DRAWING NO. DATE INITIAt DATE INITIAL CHKD BY: j' l: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:;: t
R,\0608\&Eng\Prec se l.irocilng\0608PG03.ciwg[ DJJul-12-2006•12,17
CT02-07 430-5B
W.O NO 2JJ9-18
BIN:
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Lor 6
20 40 60 ----
SCALE I'= 20'
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
P'lANNING 10179 Huennekcns Street
ENQNEERINC San Diego. Ca 92121
SURVE'YlNG ?H(856)S58-4500· fl<[BSS)S58,1414
Lor 18
OPEN SPACE
'------r-----------
Lor 15
OPEN SPACE
FIRE: SUPPRE:SSION ZONE: """-,---
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PAD=249.70
FF-250.45
TUSCA(I
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49. T FL ( t
10.2·
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48.7 FL
GFF=249.9
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4'1. 'I FL
S0,3 TG
4q,8 FL
CL)
PLAN I-IA
PAD=250.50
FF=251.25
MONTE/fEY~~
48. l IE'
1f.~ 'i=L I
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-D: 7-z. e NO. 46670 J;:
"; EXP. 6/30/0B : .. ,. ,-
'f ·"'V" d't;' ~ o,-c,1.11
ENGINEER OF WORK
RAYMOND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/06
, ,
DATE
---------I
---
--'
Lor 10
.,,.---;> J' GE:NE:RAL UTILITY AND
ACCE:SS E:ASE:ME:NT
I
lo/"1 /o-~
DATE INITIAL
NOTE::
ROOF DOWNSPOUTS SHALL DISCHARGE: TO VE:GE:TATE:D
ARE:AS AND SHALL NOT BE: DIRE:C/1.Y CDNNE:CTE:D TD A
STORM DRAIN S\'sTrM PE:R THE: STORM WATER
MANAGE:ME:NT PLAN.
I
. . . . . '
h\~ r'\...G>T'rtue,. II 1,._J,7 /JAJ 1r/1no1
0 DAfE INITIAL PATE
.( '
INITIAL
ENGINEER or woili REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
\
I
I
I SH4ET I
I
"AS BUILT"
RCE EXP.
REVIEWED BY:
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING:
DATE
DATE
I SHSTS I
EMERALD POINTE ESTATES
APPRtyED,/ Sf/RAO C. HAMMANN Ir 6 /z,/01. --:.-1 -,_,, hoa I t;tt', olo I
CITY ENGINEER RCE 33069 EX 0 06 30/08 I ,-DATE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: j~ CT 02-07 RVWD BY: 430-5B
R:\0608\8.[ng\Precise Gro.O:ing\0608PG04.dwg[ O)J1.,1l-12-2J061121l 7 W.0 NO 2339-!B
BIN:
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OBJ 106
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LOT 18
OPEN SPACE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
& ASSOCIATES
SAM DIECO, IMC
PLANNING 10179 Huennekens Street
ENGINEERING San Dieg0i UI 92121
SVRVEYINC PH[858)SS8~SOO· FX(858)S58·1414
-
I
-
I
I
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20
-
/
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--PROJECT BOUNDARY -------c:::.
/
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/
./
./
/
LOT B
20 40 ----
SCALE l'= 20'
----Oo
GENERAL UITL/TY AND
ACCESS EASEMENT
&O
1.3 FL
6'
\
\
CID
pLAN 3A
PAD==251.90
FF==252.65
MONT[R[Y
;...
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49. IE
1'--.
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PAD=251. 10
FF-251.85
TUSCfJ,
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" ~I:'
5'
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~19'
0
~I:'
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RIM
LOTS 10-14
-co I:' ..
ENGINEER Of WORK
RAYMOND L. MARTIN
R.C.E. NO. 46670 EXP. 6/30/06
C, .; ...
DATE
----
----
,___+--21. 6'
-----
----
D
□
46.l FL
GFF=247.7
NOTE:
--------...... ---......
CID 46.6 FL
PLAN 2AR
PAD=247.50
FF-248.25
MONTEREY ll11l
--
...........
ROOF DOWNSPOUTS SHALL DISCHARGE TO VEGETATED
AREAS AND SHALL NOT BE DIRECTLY CONNECTED TO A
STORM DRAIN SYSTEM PER THE STORM WATER
MANAGEMENT PLAN.
--
........... _ --
---, -
/
/
/
-I
I
/
"AS BUILT"
RCE ____ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
l------+--+--------------t-----t---;-----1---1I SH5EET I CITY OF CARLSBAD I SHE5ETS I
ENGINEERING DEPARTMENT ~~=================::'.....'::===; 1-----1------1-----------------+----l-+--t-----t---t PRECISE GRADING:
EMERALD POINTE ESTATES
DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY:~~--1
CHKD BY: ..Ji,...&_
RVWD BY, :;Jt~
R,\0608\~Eng\Precise Groding\060BPG05 dwg[ O]Jul-12-2006,12,17
PROJECT NO.
CT02-07
DRAWING NO.
430-5B
W.O NO 2339-18
BIN:
·060707
I .. · --· ·.
083106
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