HomeMy WebLinkAboutDWG 430-5A; CT 02-07; EMERALD POINTE; 01-06GRADING NOTES
(IN ADDIOON TO THE REQUIR£MENTS OF CHAPTERS 11.06 AND 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PlAN SUP£RSEDES All OTHER PLANS PREVIOUSLY APPROl/£0 BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SU OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT l£SS£N OR WA/\1£ ANY PORTION OF n-lE
CARLSBAD MUNICIPAL CODE, R£SOLUT/ON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR omER ADDITIONAL DOCUME:NTS UST£0 HEREON AS m£Y MAY
P£RTA/N TO mis PROJECT. mE ENGINEER IN RESPONSIBLE CHARGE SHALL
R£VISE TH£SE PLANS WHEN NON-CONFORMANCE IS DISCOV£R£0.
J. CITY APPROVAL OF PLANS 00£5 NOT RU/EV£ n-lE DEV£LOP£R OR £NG/NE£R-OF-
WORK FROM R£SPONSIBIUTY FOR n-lE CORRECTION OF ERRORS ANO OMISSIONS
DISCOV£RED DURING CONSTRUCOON. All PLAN R£VISIONS SHALL BE PROMP7l Y
SUBMITT£0 TO n-lE CITY ENG/NE£R FOR APPROVAL
4. A RIGHT-OF-WAY P£RMIT FROM n-lE CITY ENG/NE£R WILL BE REQUIRED FOR ANY
WORK IN n-lE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/F/CAT£ OF INSURANCE MUST B£ FILED NAMING n-lE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON n-lE PERMITTff'S POUCY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR £ACH OCCURRE:NCE OF UABIUTY. Wf INSURANCE
COMPANY WRITING THE POUCY MUST I/AV£ A ~TING OF A ANO A SIZE
CAlfGORY OF CLASS Y AS £STABLISHEO BY "B£STS KQ'. RATING GU/0£.
5. UNL£SS £XEMPT£0 BY SE COON JO 1. (b )5 OF THE UNIFORM BUILDING CODE,
RUAINING WALLS OUTSIDE OF PUB/JC RIGHT OF WAY REQUIRE S£PARAT£
PERMITS FROM n-lE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL All P£RM/TS HAV£ BEE:N OBTAINED FROM
n-lE CITY ANO On-lER APPROPRIAT£ AG£NCl£S.
7. APPROVAL OF THESE PLANS BY n-lE CITY £NGINE£R DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL n-lE PROPERTY OWNER'S PERMISSION
HAS BffN OBTAINED ANO A VAUO GRADING PERMIT HAS BITN ISSUED.
8. NO R£VISIONS Will BE MADE TO n-lESE PlANS WITHOUT n-lE WRITT£N APPROVAL
OF n-lE CITY £NG/NEER, NOT£0 WITHIN THE REVISION BLOCK, ON n-lE
APPROPRIAT£ SHEU OF THE PLANS AND n-lE T/71£ SHEU.
9. ORIGINAL DRAWINGS SHALL BECOME mE PROPERTY OF mE CITY UPON BEING
SIGNED BY n-lE CITY £NG/NEER.
10. n-lE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY mE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF mE WORK BY THE
CITY.
11. ACC£SS FOR FIRE AND omm EMERG£NCY V£HICLES SHALL BE MAINTA/NEO TO
n-lE PROJECT SIT£ AT All TIMES DURING CONSTRUCT/ON.
12. WHERE TRE:NCHES ARE Wln-llN CITY £AS£M£NTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITT£D BY A PROFESSIONAL £NG/NEER OF THE STAT£ OF
CAUFORNIA, PRINCIPALLY DOING BUS/N£SS IN n-lE FIUD OF APPLIED SOILS
MECHANICS. n-lE SOILS REPORT WILL BE SUBMITT£D TO n-lE CITY £NG/NEERING
INSPECTOR Wln-1/N TWO WORKING a.\ YS OF THE COMPLETION OF FIELD T£STS.
1J. A SOILS COMPACTION R£PORT AND COMPLIANCE V£RIFICATION REGARDING
ADHERE:NCE TO RECOMMENa.\TIONS DUil/NED IN THE SOILS R£PORT IS REQUIRED
PRIOR TO n-lE ISSUANCE OF A BUILDING P£RM/T. ALL CONTROLL£D GRADING
SHALL BE DONE UND£R n-lE DIRECTION OF A PROFESSIONAL ENGINE£R OF THE
STAT£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIUD OF APPUED
SOILS MECHANICS. All Fill OR FIJTURE FILL AR£AS SHALL BE CONSTRUCTED IN
ACCORa.\NCE WITH n-lE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE
• £ARn-lWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
/NV£STIGAOON. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED TO n-lE
PROJECT INSPECTOR.
74. ,:I PRECONSTRUCDQN IJ[UING SHALL BE HELD AT THE SIT£ PR/OR TO THE
BEGINNING Of WORK ANO SHALL BE ATTENDED BY ALL REPRfSENTATIV£S
RESPONSIBLE FOR CONSTRUCT/OIi. INSPECVON. SUPERVISION. T£STING AND ALL
OTHER ASPECTS OF THE WOR~ mE CONTRACTOR SHALL SCHEDULE mE MEETING
n-lROUGH mE PERMIT CLERK 4J8-J891 ext. 4J2J) AT l£AST FIVE (5) WORKING
a.\YS PRIOR TO STARTING CONSTRUCTION. APPROV£0 DRAWINGS MUST BE
AVA/LABLE PRIOR TO SCHEDULING. n-lE GRADING PERMIT WILL BE PROVIDED BY
n-lE PROJECT INSPECTOR AT n-lE MEU/NG.
15. ~~NSo/3cgp~~fff°m'lE/~G9/M%'.§!~JBE~5tWjo~fo~~~G rf~ ~~r (C 7= ]JNSPECDON REO M ST 8[ RECE= PROR T, 2: .M
ON THE /l1Y BEFORE THE INSP£CDQN IS NEEDED. INSPECTIONS WILL BE MADE
n-lE N£XT WORK a.\ Y UNL£SS YOU REQU£ST On-lERWISE. REQUESTS MADE AFT£R
2:00 P.M. Will BE SCHEDULED FOR TWO F/Jll WORK a.\YS LAT£R.
16. THE OWNER AND/OR APPUCANT n-lROUGH n-lE DEV£LOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTA/N ALL S4fITY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLUY RESPONSIBL£ FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL S4fITY ANO H£ALTH STANa.\RDS. LAWS AND REGULAOONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DUA/L PLAN TO THE CITY £NG/NEER ANO/OR CONC£RNEO AG£NCY SHOWING
THE D£SIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROT£CT/ON FROM THE HAZJ.RO OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TR£NCHfS OR DURING THE PIPE INSTALLATION
TH£REIN. THIS PLAN MUST BE PR£PAREO FOR ALL TRE:NCHES FM FEU (5 I OR
MORE IN D£PTH AND APPROV£0 BY THE CITY £NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO £!/CAVATION. If THE PVJI VARIES FROM THE SHORING SYST£M
STANa.\RDS ESTABLISHED BY THE CONSTRUCOON SAFETY ORDERS. 7771E B
CALJ[ORNIA ADMINISTRAT[V[ COOE. THE PLAN SHALL BE PREPARED BY A
REGIST£REO ENGINEER AT 1HE CONTRACTORS £!/PENSE. A COPY OF THE OSHA &~~~H8~. PERMIT MUST BE SUBMITTED TO TH[ INSPECTOR PR/DR TO
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OP£RATIONS.
19. If ANY ARCI-/AEOLOG/CAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERA DONS WILL CEi\SE IMMED/Afil Y, AND THE
PERM/TT££ Will NOTIFY TH£ Cl/¥ ENG/N£ER. OPERATIONS WILL NOT RESTART
UNTIL THE P£RMITT£E HAS RE(![MD WRITT£N AUTHORITY FROM THE CITY
ENGINE£R TO DO SO.
20. All OPERATIONS CONDUCT£0 ON THE SIT£ OR ADJACENT TH£RUO. INCLUDING
WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERAOON OF TRUCKS,
£ARTHMOVING EQUIPMENT. CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIAT£D
GRADING EQUIPMENT SHALL BE UMIT£D TO THE P£RIOD BETWEEN 7:00 AM. AND
SUNSU £ACH a.\Y. MONa.\Y THRU FRla.\Y AND NO £ARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCT£D ON WEEKENDS OR HOLla.\YS. (A LIST OF CITY
HOLla.\YS IS AVA/LABLE AT n-lE ENGINEERING DEPARTMENT COUNT£R.)
21. ALL OFF-Sllf HAUL ROUlfS SHALL 8{ SUBMIT[[D BY 1HE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO RJLL WORKING a.\YS PRIOR TO BEGINNING OF
.lt'QHl!'.
22. IMPORT MAT£RW.. SHALL BE OBTAINED FROM. AND WAST£ MAT£RIAL SHALL BE
D£POSITED AT. A SIT£ APPROVED BY THE CITY ENGINEER. 1HE CONTRACTOR
SJ-/ALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUT£$ OR ADJACENT STRITTS AS A RESULT OF 1HE GRADING OPERATION,
2J. BRUSH SHALL BE REMOV£D ONLY WITHIN THE AR£A TO B£ GRADED. NO TRE£S ARE
TO B£ REMOVED UNL£SS SP£CIFICALLY NOT£D ON THE PLAN.
24. All AR£AS SHALL BE GRADED TO DRAIN.GRADING R£SULT/NG IN THE PONDING OF
WATER IS NOT PERMITT£D. All £ARTHEN SWAL£S AND DITCHES SHALL HAV£ A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROV£D SU OF EROSION
CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROV£D BY
TH£ CITY ENGINE£R OR AS DIRECT£D BY THE PROJECT INSPECTOR.
26. All SLOP£$ SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SIT£ SHALL BE l£FT IN A N£AT AND
ORDERLY CONDIOON. All STONES, ROOTS OR OTH£R DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, Pf.ANTED AND/OR HYDROSE£DED
WITHIN TEN (10) a.\YS OF THE TIME WHE:N _fMJj SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROV£D GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPUSHED ON All SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAP£ MANLIAL, THE LANDSCAPING PLANS FOR
THIS PROJECT. DRAWING NO. 460-5L, AND/OR AS DIRECT£D BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NAT£
THE WORK OF TH£SE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGATION PLANS AND THE IMPROVEME:NT PLANS AS REQUIRED FOR THIS
WORK IN ACCORa.\NCE WITH THE LANDSCAPE MANUAL TIME REQUIR£MENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRET£ PIPE WITH A MINIMUM
D-LOAD OF 1,J50. FOR PR/VAT£ STORM DRAIN PIP£$. UP TO 15" PVC MAY B£
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEU AND BACKFILL£0 WITH J/ 4 •
ROCK P£R SDRSO S-4 TYPE "c" ANO PIPE MEETS ASTM STANDARD JOJ4 FOR
SDR J5 SOLID WALL PIPE.
JI. WHERE AN £!//STING PIPE LINE IS TO BE ABANDONED AS A R£SULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEU OF BUILDING
OR STREU AR£AS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AR£AS THE PIPE WILL BE PLUGGED WITH CONCRET£ OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
Jl. THE CONTRACTOR SHALL V£RIFY THE LOCATION OF ALL £!//STING FACIUTl£S
(ABOVE: GROUND AND UNDER GROUND) WITHIN THE PROJECT SIT£ SUFFIC/EN7l Y
AH£AD OF GRADING TO P£RMIT n-lE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFIJCT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECT£D UTILITY COMPANIES (SEE BELOW) AT
l£AST 2 FIJLL WORKING DAlS PRIOR TO STARTING GRADING N£AR THEIR
FACILITIES AND SHALL COOROINAT£ THE WORK WITH A COMPANY R£PR£SENTATIVE.
UNDERGROUND SERVICE ALERT 800) 422-41JJ
SDG&:E 760) 480-7647
PACIFIC 8£ll >800~ 892-012J ADELPHIA CABLE COMMUNICATIONS 760 4JB-7741
CITY OF CARLSBAD(STREETS &: STORM DRAIN) '760 4J4-2980
CARLSBAD MUNICIPAL WAT£R DISTRICT '760 4JB-2722
J4. PERMIT COMPLIANCE REQUIREMENTS:
A FOR CONTROLLED GRADING THE APPUCANT HIRES A CNIL ENGINE£R.
SOILS ENGINEER. AND/OR GEOLOGIST TO GM T£CHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A.8/
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL Of ,:I GRADING PERMIT THE FOLLOWING
R£PORTS MUST BE SUBMITT£D TO THE CITY £NG/NE£R VIA THE
PROJECT INSPECTOR / 15. 16. 120 A. 1 OJ CARLSBAD MUNICIPAL COD£:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLET£. All EROSION CONTROL, SLOPE PLANTING
ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
l£TT£R FROM CITY ENGINE£RING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS £NG/NEER. WHICH /NCLUD£S
RECOMMENDED SOIL 8£AR/NG CAPACITIES. A STAT£MENT AS TO
THE £!/PANSM QUALITY OF THE SOIL. AND SUMMAR/£$ OF
FIELD AND LABORATORY T£STS. THE REPORT SHALL ALSO
INCLUDE A STAT£MENT BY THE SOILS £NG/NEER THAT THE
GRADING WAS DONE IN ACCORa.\NCE WITH THE REQU/REME:NTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPL£MENTS THERUO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
JS. UNL£SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
Y£AR AFT£R THE CITY ENGINEER"S APPROVAL, TH£SE PLANS MAY BE REQUIRED
TO BE R£SUBMITTED FOR PLANCHECK. PLANCHECK FEES Will BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT T/1LED EMERALD POINTE ESTATES PREPARED BY
GEOTECHNICAL EXPLORATION. INC. DATED APRIL JO, 2002. SHALL BE
CONSIDERED AS A PART OF THIS GRADING Pl.AN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PART/CULA 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 CONSTRUCT/ON RELATED TO AIR POLLUTANTS:
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL ROUTES
SHALL BE REQUIRED DURING DRY WEATHER CONDITIONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETATED 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 CONSTRUCT/ON VEHICLES.
4. ALL CONSTRUCT/ON ACTIVITIES SHALL BE LIMITED DURING PERIODS OF
HIGH WINDS.
5. ALL HEAVY-DUTY. DIESEL POWERED CONSTRUCTION EQUIPMENT SHALL
BE OPERATED ACCORDING TO MANUFACTURERS SUGGESTED OPERATING
INSTRUCT/ON (WITH THE FUEL INJECTION TIMING RETARDED TO
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, AND BE TURNED OFF WHEN NOT
BEING UTILIZED TO A VOID EXCESSIVE IDLING EMISSIONS.
7. THE APPLICATION OF ARCHITECTURAL COATING AND CUT-BACK
ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 67.7. TO
EFFECTIVELY CONTROL OTHER CONSTRUCT/ON-RELATED EMISSIONS OF
AIR POL LU TAN TS.
8. THE ENGINEERING DEPART/vfENT SHALL MONITOR FOR COMPLIANCE
DURING ALL GRADING OPERA T/ONS OF THE PROJECT.
9. ALL BUILDING PAD AND STREET AREAS THAT ARE GRADED AND
REMAIN VACANT OR UNDEVELOPED FOR A PERIOD OF MORE THAN 6
MONTHS AFTER THE GRADING OPERATION IS COMPLETED SHALL BE
SEEDED AND ADEQUATELY IRRIGATED TO REDUCE EROSION AND VISUAL
IMPACTS.
I
CITY OF
SAN MARCOS
II
~,-lg!) ,-Os LAGOON
COSTA ' LA AVE. (') xfv
MERALD POINTE
II
<' "S"G ~'t
l,,-__1'----~ "'~~t
\\ CITY OF ENCINITAS 7'-.-'' //
VICINITY MAP
NTS
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE.
~~
SIGNATURE BY DON MACLEAN
PRESIDENT RWR HOMES INC.
SOILS ENGINEER'S CERTIFICATE
DATE
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 PREVALEN.~ WIIHIN THIS SITE WAS MAD{: /tY ME OR UNDER MY DIRECTION
BETWEEN THE DATES OF _l:._~~L<,.L_i~I~~-AND -~j._'.}_.:l'l.':l.'o._.____ IWO COMPLETE COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING Pl.ANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING Pl.ANS AND SPECIFICATIONS
JAM~hfo 2 £ P. DATE.· 09-30-07
D
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE 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
TELE.~5!i5$ 558-4500
BY: ~,;,,--_1,__.,e
ONO L. MARTIN
P.£ NO.: RCE 48670
EXPIRATION DATE: 6/30/06
OWNERS I PERMITTEES
SADDLEVIEW, LLC / RWR HOMES INC.
2710 LOKER AVENUE WEST
SUITE 350
CARLSBAD, CA 92008
(760) 918-6797
LEGAL DESCRIPTION
DATE: _..:..IJ_,_/_i.1."'/'-o..:..~--
BEING A SUBDIVISION OF A PORTION OF THAT PARCEL OF I.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 COUNJY ON DECEMBER 19. 1960. TOGETHER WITT-I LOT 115
OF CARLSBAD TRACT NO. 84-J2 (A) UNIT NO. 1 (COBBLESTONE SEA
VILLAGE). IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA ACCORDING TO MAP THEREOF NO. 13428 FILED IN THE
omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNJY ON JUNE 3,
1997.
REFERENCE DRAWINGS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS
GENERATED BY AERIAL SURVEY BY SAN-LO
AERIAL SURVEYS (1-J0-97) AND BY R.J.
LUNG (5-11-04). TOPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
P\ANNING
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF 7-IE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
Pl.ANTING OF PERMANENT LANDSCAPING ND PREPARATION OF AS-BUILT GRADING Pl.ANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS ALL AS SHOWN OR REQUIRED ON THIS SET
OF Pl.ANS AND THE CITY STANDARDS, S;CIFICATIONS, REQUIREMENTS. RESOLUTIONS
AND ORDINANCES CITED ON THESE Pl.AN •
THE GRADING WORK SHALL BE PERFO MED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS. CU RENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE Cl ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF Pl.ANS.
4. RESOLU770N NO. 5647 DATED JUM 16, 2004
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDAT/, NS BY GEOTECHNICAL EXPLORATION, INC
DATE APRIL 30, 2002.
7. THE SAN DIEGO AREA REGIONAL ST, WDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY O:JCARLSBAD STANDARDS.
8. STORM WATER POLLUTION Pl.AN.
PREPARED BY: HUNSAKER & ASS I/ATES DATE: MAY 17, 2005
WDID NO. 9 37C333907
9. CALIFORNIA STORM WATER QUALITY A$SOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUC770N SITE BEST MANAGEMENT PRACTICES (BMP} MANUAL.
10. STORMWATER MANAGEMENT Pl.AN F£ R CT 02-07 PREPARED BY HUNSAKER
DATED MARCH 16, 2005.
LEGEND OF ABBREVIATIONS
STREET
RIGHT
LEFT
CURB INLET
CLEANOUT TC
GB
BC
EC
HP
LP
Fl
TOP OF CURB
GRADE BREAK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
ST
RT
LT
FS
N.T.S.
7W
TF
FINISHED : URFACE
NOT TO S :ALE
TOP OF W, LL
C.I. c.o.
RCP
C.B.
EVC ave
FG
REINFORCED CONCRETE PIPE
CATCH BASIN
END VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
LOT LINE
EASEMENT LINE
EXISTING STORM DRAIN
STORM DRAIN
PROPOSED SPOT ELEVATIONS
EARTHEN SWALE
BROW DITCH
CUT/FILL LINE
DA YUGHT LINE
SLOPE EMBANKMENT (2: 1 MAX.)
PUBLIC UTILITY EASEMENT
EXISTING CONTOUR
FINISH CONTOUR
PAD ELEVATION
SUBDRAIN
TOP OF Fi OT/NG
LEGEND
STD. DWG.
PER IMPROVEMENT Pl.AN
DWG NO 345-9
PER IMPROVEMENT Pl.AN
DWG NO 430-5
CUT/FILL
RETAINING WALL (PER SEPARATE PERMIT)
LOT NO PER FINAL MAP
C-J ct C-4
HUNSAKER
& ASSOCIATES
SAN DIECO. INC
10'179 Huennekens Street
EARTHWORK QUANTITIES*
CUT:
FILL:
IMPORT:
REMEDIAL:
39,223 CY
49,769 CY
10.546 CY
35,000 CY.
* QUANTITIES SHOWN ARE FOR BONDING
ONLY AND ARE NOT TO BE USED FOR
BIDDING. BUDGETS OR OTT-IER
PURPOSES.
SYMBOL
__..,,--·~··=--..... 180 .•.. __ ___
---180
I 250 I
-SDI----SD-
34
ENGINEER OF
-~1,J:_
RA ONO L.• MARTIN
RCE NO 48670 EXP. 6/J0/06
QUANTllY
245 IF
J,600 SF
WORK
J/az&_
DATE
BENCH MARK
DESCRIPT10N: CLS8 1Jjl PER ROS 17271 SET 2.5 DISK IN DRAINAGE BOX INLET.
RECORDED FEBRUARY 8TH 2002
LOCA770N: ON SOUTH SIDE OF PALOMAR AIRPORT ROAD 61 FT. WEST OF THE BEGINNING OF THE BRIDGE OVER INTERSTATE .'J.
RECORD FROM: NORTH COUNTY CONTROL a.lTA
El.£VATION: 7.f..15 NGVD 1929
a.lTE
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
CIRCULATION IMPROVEMENTS MUST BE COMPLETED TO THE SATISFACTION
OF TT-IE CITY ENGINEER AND THE FIRE MARSHAL.
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
368-1
368-IA
345-9A
345-9 ENGINEERING San Diego, Ca 92121
RECOIIMENDED BY: J 6'66 IC-A-r. •. '
(PRillT KAIIE)
..
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 DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAl'S BEFORE YOU DIG
PROJECT LOCATION
TT-1/S PROJECT IS LOCATED WITHIN
ASSESSORS PARCEL NOS.
212-040-050, 212-190-05J
THE CALIFORNIA COORDINATE INDEX
OF THIS PROJECT IS 1989-6240
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR TT-1/S
SURVEY IS THE NAO '83 CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID
BEARINGS BETWEEN STATION 48 AND
SURVEYING PH(858)558·4500· FX(858)558-1414
1----+---+--------------+---+---+--+---I . _,_HlE_Er_J Lc_r_T_Y.=O"J;cF=,._.C=ACC:,Rc.'..'L"':::Sc.'..B_A_D_J I SHE6ETS I _ ENGINEERING DEPARTMENT
GI AD/NG AND EROSION CONTROL PU.NS FOR:
STATION 64 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF SURVEY MAP 1-----l----+----------------+---+---+---+----I EMERALD POINTE
NO. 17271.
I.E. N 55•45"49• E
THE COMBINED SCALE FACTOR AT
STATION 64 IS 0.999954920. GRID
DISTANCE = GROUND DISTANCE X
COMBINED SCALE FACTOR.
APf'.ROVED' CU'.J.JIJ 1',0r1A-:> f'l".UH 7J f i----+---+-------------t----+---+-----t-----i /4 .C...:-t~~ .. &6: J/7/,:z, ..
cli'Y ENGINEi:RcfrC(_S't..7# EXP O'./<x>/q, ~"r a.IT[
l-::?-cc---/-/-+-/{-::-1,.-'.M-f-,l,-,--\A-,.S---Rtl-ll-T----------+---+---+---+----t DIV BY: ___ _ PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE: IN!TlAL
OTHER APPROVAL CITY APPROVAL
CH"'D BY: .j :4'-.
R\,Wf1 BY: .\I ,t·, CT 02-07 430-5A
------------------------------------------------------------------------------------------------------,-,-,..,..,.,!,-----,--.....,......,.....,....,,.,..,..,,.,,,,.,..,....,.....,...,=,....,........,.....,.,..,.,...,.~ R:\060 \&:Eng\Rough Groding\0608RG01.dwg[ 1275]Aug-16-2005:09:J9
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~
I
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MM&RP NOTES (DUST MITIGATION AND RAPTOR NESTING)
PER 4.10-6: TEMPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED
WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS BEEN
ESTAl;JLISHED ro THE POINT THAT DOWNSTREAM EROSION AND SEDIMENT
TRANSPORT MEETS REGULATORY STANDARDS.
PER 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING
GRADING AND CONSTRUCT/ON WHICH CREATES ADVERSE EFTECTS ro
ACTM' RAPTOR NESTS, INCLUDING NOISE LEVEl.S WHICH WOULD BE
ABOVE 60dB(A) AT NESTING SITE, OPERATIONS SHALL BE RESTRICTED ro
200 FEET FROM ANY ACT/VF: NEST.
PER 4.9-4A: IN DISTIJRBED AREAS ANO ON MANUFACTIJREO SLOPES,
APPROVED GROUND COVER SHALL BE REPLACED WITHIN JO DA >-S
FOLLOWING THE COMPLETION OF GRADING ACTMTIES.
B: AREAS GRADED FLATTER THAN 6: 1 SHALL BE PLANTED WITH A
COVER CROP OR COVERED WITH JUTE MESH IN CONFORMANCE WITH
SECTION E..J-1.2-2. 1 OF THE CITY LANDSCAPE MANUAL.
C: EXPOSED STOCKPILES (I.E. GRAVEL, SANO, AND DIRT) WITH 5Jr OR
GREATER SILT CONTENT SHALL BE ENCLOSED, CO\lcREO, WATERED TWICE
DAILY, OR APPLIED WITH NON rox,c SOIL BINDERS ACCORDING TO
MANUFACTIJRES' SPECIFICATIONS.
D: AREAS 8£/NG ACTIVELY GRADED SHALL BE WATERED TO REDUCE
POTE:NTIAL FOR BLOWING OUST.
E: AU EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED
WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED AT THE OCEANSIDE
STATION OF THE NATIONAL WEATHER SERVICE. IT SHALL BE THE
RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAIN AND
RECORD DAILY WIND SPEEDS OUR/NG THE GRADING PROCESS. THESE
RECQRDS SHALL BE AVAILABLE FOR INSPECTION BY THE PUBLIC WORKS
INSPECTOR.
F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS
OFFS/TE OVER PA VEO ROADS ARE TO BE COVERED OR SHALL MAINTAIN AT
LEAST TWO FEET OF FREEBOARD (I.E., MINIMUM VERTICAL DISTANCE
B£TWEEN TOP OF THE LOAD AND THE TOP OF THE TRAILER) IN
ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE COOE
SECTION 2.J 114.
G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE
CONTROLLED BY THE USE OF WET-SUPPRESSION TECHNIQUES INCLUDING
BUT NOT LIMITED TO: MISTING S>-STEMS ALONG THE CONVEYOR FEEDS
FOR THE CRUSHER, WETTING OF STOCKPILES AND CESSATION OF
CRUSHER ACTMTIES WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES
PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE
KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(E), ABOVE.
H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT THE END OF EACH
WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT
PUBI-IC PAVED ROADS (RECOMMENDED WATER SWEEPERS WITH RECLAIMED
WATER)
I: ACTIVELY USED UNPA VEO ROADS, PARKING AREAS ANO STAGING AREAS
SHALL BE WATERED THREE TIMES DAILY OR NON-roXIC SOIL STABILIZERS
SHAU BE APPLIED TO THESE AREAS ACCORDING TO MANUFACTIJRERS'
SPECIF/CATION.
J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH
OR LESS.
K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN
50 DAILY TRIPS BY CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS
FOR ALL VEHICLES SHALL BE SURFACED WITH GRAVEL OR OTHER
MATERIALS TO REDUCE OUST.
L: CONSTRUCT/ON ACCESS ROADS SHALL BE PAVED OR GRAVELEO AT
LEAST 100 FEET ONTO THE PROJECT SITE.
MM&RP NOTES (GENERAL)
PER 4.4-2.J CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE
LOCATEO AS FAR FROM HCP/OMSP AREAS AS POSSIBLE ANO SHALL BE
KEPT FREE FROM TRASH ANO OTHER WASTE THAT MAY ATTRACT
SCAVENGERS.
R/W C/L
56' R/W
28'
10' 18' 18'
2% 1.
~ ~ 2%
2' UNDERCUT*
TYPICAL STREET SECTION
N. T.S.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
Pt.ANNING 10179 Huennckens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
28'
SCALE: 1 "= 100'
R/W
10'
VARIES 1 •
2% -2: 1
'I' =IND/CA TES ELEVA T/ON ON Pl.AN
~~-------\S~7S.--ifj.~.f:-~,, .. 8. ,P,.+-.. :c'~it~,p.s/¥-._. ;2_ ~S~S~~~i§ .,,---:,"'f+-+-~S~~S_____;,=--:~~-------,
:/,)/, : ·:-??:~~]~{>·~.~'.:-: ,:
' ·,· 1 '>l\!:;~i:(:?lti:~:.;f,i.;:~:
ENGINEER OF
Q I .Y/4.,,l-
~RT/N
RCE NO 48670 EXP. 6/30/06
. .
\
\ \
WORK
Y/42/4,·
DATE
PF?OJEcT /iiuN6ARY
SHEET INDEX MAP
INDEX MAP
I
I 'c 1,:, ,·
I
I
1
I l,,_c>,,.
IND~X MAP L~G~NQ
SCALE: 1 "= 100' SUBDIVISION BOUNDARY --
STORM DRAIN [IQ] SHEET INDEX RIGHT OF WAY
NOTES & DETAILS SHEET 1-3 EASEMENT -----------
GRADING SHEET 4
EROSION CONTROL SHEET 5-6 STREET NAME SAPPHIRE ~VI=
LOT NUMBER 10
SHEET NO. @]
1-----+---+.------------t---+--+---t-------t .. _sH2_EET~ ~c_1_T_Y __ o_F_c_A_R_1_s_B_A~D I sH5Ts I ~ _ ENGINEERING DEPARTMENT
BENCH MARK
DESCRIPTION: CLSB 1 J8 PER ROS 17271
RE.CORDEO FEBRUARY 8TH 2002
SET 2. 5 • 0/SK IN DRAINAGE BOX INLET.
LOCATION:
RAD/NG AND EROSION CONTROL PLANS FOR:
EMERALD POINTE
PP ROVED: a_e.1..1µ T\-lot-1Ao FficLJl!--1 d Y'
DATE ON SOUTH SIDE OF PALOMAR AIRPORT
ROAD 61 FT. WEST OF THE BEGINNING
OF THE BR/OGE OVER INTERSTATE 5. 1---+--+-----------------t----+---t---t---J /TY ENGINE£
ln"R1=1E=ED;;-;=B;;-;Y:-tL--~-----------1---;l-./-+-R,-'L----h,,,_/t_.S ___ ,8 ____________ +--+--l----+----J * 4 <<5b,Q 1,,4'~~ .. i,'
RECORD FROM: NORTH COUNTY CONTROL DATA I . _ ra,..: 'lt;>.jt In DATE INITIAL DATE /NIT/Al DATE INl77AL
ELEVATION: 74.15 NGVD 1929 ,fisriftg"fi . OAT!!: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
WN BY:_-.--=-.--
HKO BY: .}~
VWO BY: ,ji,?.
PROJECT NO.
CT 02-07
3/.z./""'-'DATE
DRAWING NO.
430-5A
R:\0608\&Eng\Rough Grod;ng\0608RG02.dwg[ 204 7]J un-09-2005:06:22
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032 t06
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~
I "' ~ "' ~
c:i :;c
3iin
I
• • ·1 •
~~LAJH Wf~ LO~TION
SE~ fl'ET~IL c'-1l'E'1:ow.
REINFORCE WITH 6"X6" -10 GA
WELDED WIRE MESH{WWM)
LINED DITCH CONFLUENCE
NOT TO SCALE
8"
CONCRETE DITCH-,,,..
6"X6" -10 GA
WELDED WIRE MESH{WWM)
PLANNING
ENGINElRING
SURVEYING
SPLASH WALL
NOT TO SCALE
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huermekens Street
San Diego, Ca 92121
PH{858}558-4500· FX(858)558·1414
A
8
PROPERlY L~:t
TOP [i:DE OF SLOPE OR DAYLIGHT LINE
TYPICAL LOT ROUGH GRADING
NOT TO SCALE
NOTE:
WHERE BOTH CUT AND FILL DR BEDROCK MATERIALS OF DISSIMILAR EXPANSION CHARACTERISTICS ARE EXPOSED
IN THE BUILDING AREA. THE CUT PORTION OF THE BUILDING AREA SHOULD BE UNDERCUT 3.0 FEET BELOW PAD GRADE OR AS APPROVED BY THE SOILS ENGINEER~ ri& ~~~~ WITH COMPACTED SOILS SIMILAR TO TH
~
ffi a.
"' ~
---
I!. LOT WIDTH VARIES
SEE PLAN
SLOPE PER P
· FINISH PAD GRADE
---
7.: ~~Ji1E~iS~%-lLNE
SECTION C-C
NOT TO SCALE
2·1 SLOPE
SECTION D-D
NOT TO SCALE
NOTE: FINISH LOT GRADING SHALL BE PER GS-15
PAD
AREA
1.---r PROPERlY
LINE
PAD
AREA
I!.
TYPICAL LOT GRADING
REAR OF LOTS
w z :,
~ 0
NOT TO SCALE
e.
if' BERM PER GS-14 LDT PAD
SECTION E-E
NOT TO SCALE
S!,;9!;E
P~S
C
D
B
SIGHT DISTANCE TRIANGLE
B
SIGHT DISTANCE SETBACK
TYPICAL SECTION CORNER LOT
NOT TO SCALE
1 o· R W VARIES
SEE P
SECTION B-B
w z :,
NOT TO SCALE
TOE OF SLOPE
SEE PLAN
E
12·
6"X6" -10 GA
WELDED WIRE MESH(WWM)
G~VEL FILTER PER SDRSD C-8
J" PERF PIPE
CASE 1-J IE = FS O FACE OF WALL -~..,_J,o_~~
CASE 4 IE = FS -0.4' 0 FACE OF WALL
...
TW PER PIM
J" PVC (CASE Jd:4 ONLY)
TF PER PLANS
RETAINING WALL WITH ROUND CONCRETE DITCH
NOT TO SCALE(BY SEPA~TE PERMIT)
OUTLET ALTERNATMS
CASE 1) SIDE YARD-EXTEND PERF PIPE AROUND WALL IN FRONT YARD AND DISCHARGE ONTO F.S.
CASE 2) REAR YARD-JNDMDUAL WALL-EXTEND PERF PIPE AROUND WALL O SIDE PROPERTY LINE
AND DISCHARGE ONTO F.S.
CASE 3) REAR YARD-CONTINUOUS WALL-CONSTRUCT 3• TEE AND DISCHARGE PIPE THROUGH WALL
0 F.S. NEAR SIDE PROPERTY LIN£
TRASH AACK
SEE DEIAIL BELOW
PROPERTY LINE
w
Q,~/ 0. 0
"' ~
"f ~
\
R
IPADI
LO
ERTY LINE
CURB LIN -=7 -
TOP/TOE OF SLOPE
OR DAYLIGHT LINE
TYPICAL T MP. LOT DRAINAGE
NO TO SCALE
36 • CMP RISER
238. J2 TOP OF RISER
,d
<1
<1
LI 'r:1 ,1
LI 1.5'
TEMPORARY BERM
AT SIDE YARD CASE 4) PUBLIC R/W-CONSTRUCT 3• TEE AND CONNECT 3• PVC O 2!f TO 0-27 PER IMP. PlMS. BASIN BOTTOM
NOT TO SCALE
F
__....-ORIGINAL GROUND SURFACE
SLOPE RATIO = H:V = HORIZONTAL : VERTICAL
= 2.0: 1.0
(OR AS PER SOILS
ENGINEER/ENGINEERING GEOLOGIST)
BOTTOM DRAIN B sEE NOTE \ SEE NOTE 2
NOTE.S
1. THE MINIMUM WIDTH "B" OF KEY SHALL BE A MINIMUM OF 1.5 TIMES THE WIDTH OF THE COMPACTION
EQUIPMENT. MINIMUM WIDTH OF BENCHES SHALL NOT BE LESS THAN THREE FEET (OR AS PER
SOILS ENGINEER/ENGINEERING GEOLOGIST). KEY ANO BENCHES SHALL BE EXCAVATED TO FIRM,
DENSE, NATURAL-GROUND AND VERIFIED BY A SOILS ENGINEER/ENGINEERING GEOLOGIST.
2. THE OUTSIDE EDGE OF BOTTOM KEY SHALL BE BELOW TOPSOIL OR LOOSE SURFACE MATERIAL:
MINIMUM ON FOOT EMBEDMENT INTO DENSE MATERIAL ( OR AS PER SOILS ENGINEER/ENGINEERING
GEOLOGIST).
3. KEY AND BENCHING REQUIRED WHERE THE NATURAL SLOPE IS .STEEPER THAN 5.0 HORIZONTAL
TO 1.0 VERTICAL (5.0: 1.0), OR AS PER SOILS ENGINEER/ENGINEERING GEOLOGIST.
4. MINIMUM 10% FALL (10.0:1.0 SLOPE RATIO) INTO SLOPE ( OR AS PER SOILS
ENGINEER/ENGINEERING GEOLOGIST).
5. COMPACTION TEST REQUIRED EVERY TWO (2) VERTICAL FEET FROM LOWEST FILL AREA.
BENCH & KEY
REQUIREMENTS
NOT TO SCALE H
LI
<J
LI
<J
<J
LI
G
36" CMP RISER
2.38.32 TOP OF RISER
/J REBARS
EVENLY SPACED
~GALV. STEEL PLATE
SPOTWELDED TO REBARS
ANCHOR BOLT DETAIL
NOT TO SCALE
232.00' ,d .
<J LI
RI ER DETAI
OT TO SCALE
5" DIA. LOW-FLOW ORIFICE
232.00 I.E.
18" DIA. ORIFlCE
299.31 I.E.
/J REBARS MNLY SPACED AND
SPOTWELDE TO END OF POST (BOTH SIDES)
GALV. STEEL PLATE
SPOTWELDED TO REBARS
• ANCHOR BOLT
SEE DETAIL LEFT
1------1.5' ---1
TRASH RACK DETAIL
NOT TO SCALE
SHET CITY OF CARLSBAD
E.NGINE.ERING DE.PARTME.NT
------------------------------------t=====t====1===============================J======i=====t====t====1 GRA ING AND EROSION CONTROL PLANS FOR: BENCH MARK "AS BUILT" EMERALD POINTE
J
ENGINEER OF WORK
_I' /4 Z-/or
DESCRIPTION: CLSB 1J8 PER ROS 17271 ~
RECORDF;,D FEBRUARY 8TH 2002 ,1 (,,, LJ / ~
SET 2.5 DISK IN D~INAGE BOX INLET. _ .j/ ,,C Y /Jt tl,,C::.. _/2 l.f'f /
LOCATION: ON SOUTH SIDE OF PALOMAR AIRPORT
ROAD 61 FT. WEST OF THE BEGINNING RU ~ EXP. 6,/3-,J;::,_ DATE
OF THE BRIDGE OVER INTER STA TE 5.
DATE
REVIFJED BY:
RECORD FROM: NORTH COUNTY CONTROL ll<ITA LJt,a_.,,/ (}. ~~
ELEVATION: 74. 15 NGVD 1929 1fiSPECTOR
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL
OTHER APPROVAL
DA Tc INITIAL
CITY APPROVAL
OWN· Y:_~--
CHKD BY: J l"-
RVWD BY: .ll&,.
PROJECT NO. DRAWING NO.
CT .02-07 430-5A
L-----------------------------'--------------------------------------------------------------------------------------------------,R"':\""'a-,-50"'a""\-,-&-,-E-ng-:-\-,-R-ou_g....,h-,G:-rtd-:-;n-g:-\0:-:6:-::0":'8R:":G:'.:0":'3_-:d-wg":'("".Oc:'l]A7'u_g __ 7'16::-_-,2:'::0":'05::-:7'16:-:5:-3;-------_.
)
032106
)
..
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GENERAL unuTY .. ~ ...
ACCESS 17'5£MENT
/ .. /·14-
0 40 80;;._ ___ ...,120
SCALE 1 •,. 40'
f I
I
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I
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' !
---·--·---.l __ ·--~
'{'JOT£: CONTRACTOR SHALL 8£ RESPOijSIBLE
'{OR THE REPLACEMENT OF ANY £XIS G--·--. +-----~
IMPROVEMENTS ANO UTILITIES OAMAG
UR/NG CONSTRUCTION
PLANNING
ENGINE[RING
SURVEYING
'--------------------------------------------------------------------------------------------------------------------------------------------------R-:'"\-,0-,60""B"'\-&""E:-n-g"'\"'R""o-ug"'h--!"",-ad"';-ng"'\"'0:-6c,0,,:8,:,R,:,G-,0""4-.d,-w-g""["'o~]"."Au_g_--1"6""-"'2"0,-:0-,5,-:1,-:5-:""12,-------...I
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032106
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KLAUS MENDENHALL AT 619) 957-0567.
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.
3. 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.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 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 IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING 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
STREET.
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.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECT-OR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. 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 CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
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 THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCU[
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACR[ OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACR[ OF ALYSSUM (CARP[T OF SNOW)
f. 1/2 lb. P[R ACRE: OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBS[CTION MAY BE OM/TT[D ON
LOCATIONS WHERE: TH[ AREA BEING HYDROS[[D[D IS NOT VISIBLE FROM
EITHER A PUBLIC STR[ET OR RESID[NTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOC ULA TED WITH A NITROG[N
FIXING BACTERIA AND APPLl[D DRY [ITHER BY DRILLING OR
BROADCASTING B[FOR[ HYDROS[[D/NG.
i. ALL S[[D MATERIALS SHALL BE TRANSPORTED TO TH[ JOBS/TE IN
UNOP[NED CONTA/N[RS WITH THE CALIFORNIA D[PARTMENT OF FOOD
AND AGRICULTURE C[RTIFICATION TAG ATTACH[D TO, OR PRINTED ON
SAID CONTA/N[RS.
j. NON-PHYTO-TOX/C W[TT/NG AGENTS MAY BE ADD[D TO THE HYDROSEED
SLURRY AT TH[ DISCRETION OF TH[ CONTRACTOR.
2. TYP[ 1 MULCH APPLIED AT TH[ RATE OF NO L[SS THAN 2000 lbs P[R ACR[.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WH[N STRAW IS US[D IT MUST BE
ANCHOR[D TO TH[ SLOP[ BY M[CHANICALL Y PUNCHING NO L[SS THAN 50% OF
TH[ STRAW INTO TH[ SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLl[D AT TH[ RAT[ OF 500 lbs. P[R ACR[.
AREAS TO 8[ HYDROSE[D[D SHALL 8[ PR[PAR[D PRIOR TO HYDROS[EDING BY:
1. ROUGHENING THE SURFACE: TO B[ PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES ST[[P[R THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT AR[ 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 AMENDM[NTS, PH ADJUSTMENT, LEACHING OR
COV[RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEED[D AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS P[RMAN[NTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANE:NT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
50' MIN.
PROFJL£
EXISTING GROUND
_L
30'M/N.
T
PUBLJC RIGHT-
OF-WAY
FILT[R FABRIC
l
I
PUBLIC RIGHT-OF-WAY
I
STEE"L SHAKER PLATES/RUMBLE RACKS 'I
20' MIN. RADIUS, /,
FENCE/BARRIER TO RESTRICT / I
TRAFFIC TO CONSTRUCTION ENTRANCE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONS1RUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE p[R CALIFORNIA STORMWATER BMP DWG. TC-1
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENOS O~RLAPPED
GRAVEL BAGS
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH[ LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
::::;,l;,,,,-.4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENG[ AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
NOT TO SCALE
FILL SLOP[
9 IN.
MIN.
2 FT
EARTH[N RIDGE
UNLINED SWALE & BERM
NOT TO SCALE
GING, B'(MIN.) SPA
FOR VEHICLE
ACCESS ,J
_/
i!c ~
C, ~
§I "' ~ §
~ g
SWALE
I ?nn· UAV
I (SEE TABLE BELOW)
--':ENTERLINE
A-
DIRECTION OF ;, STREET now
,.
"'
3 -
I
.,,
GR4~L BAGS (TYP.)
5X ROADBED W= 7
WIDTI-I
NTERLINE 1,--CE<
--➔ s·c
1£
MIN.) SPACING FOR
HIGLE ACCESS
f
X ,. SWALE ~ "'
,_ A PLAN
NO SCALE
ONE BAG MIN.
GR4~L BAGS (IYP.) '
FIRST ROW OF BAGS'V_SECTION TO BE HALF BURIED A-A
NO SCALE
STREET SLOPE INTERVAL
LESS T1WI 2X 200'
2X TO 4X 100'
4X TO 10X 50'
MORE T1WI 10X 25'
NOTE: PROVIDE VELOCIIY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
IND/CA TED ABOVE:
SAND BAG VELOCITY REDUCER
NOT TO SCALE
J'-4'
\ \ (1.2
/I ~
J<
20·-30· ~·
31'-40 7'
41 ·'" Q
51'-60" 10.5
a, -
\_
ST!v1W ROLLS MUST BE PLACED
ALONG SLOPE CONTOURS f/1 ADJACENT ROLLS SHALL
\ TIGHTLY ABUT
~
10'-25' (J-8m}
>
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS r SEDIMENT, ORGANIC MATTER,
ANO NATIVE SEEDS ARE
CAPTURED BEHIND THE ROLLS.
NOTE:
1. STRAW ROLL INSTALLATION REQUIRES THE
PLACEMENT ANO SECURE STAKING OF THE ROLL IN
A TRENCH, J"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
FIBER ROLL
NOT TO SCALE
J"-5" (75-125mm)
1" X
8"-10" DIA.
(200-250mm)
'0-''>
!" STAKE
(25 x 25mm)
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 1 E.A.
SILT FENCE
GRAVEL BAGS
STRAW WADDLE
1,898 LF
1,155 EA.
1,335 LF
-----0---0----0
HYDROSEED AREA
PROPERTY LINE
w Cl.
0
000000000000000
35,246 SF
I PADI
2 BAG HIGH
SANDBAG
2:1 SLOPE
OPERlY LINE
TOP /TOE OF SLOPE
OR DAYLIGHT LINE
CURB LINE ~ --
TYPICAL LOT EROSION CONTROL MEASURES
NOT TO SCALE
S EEr
HUNSAKER
& ASSOCIATES
SIIN DIEGO, !NC.
PLANNING 10179 I lue1mekens Street
[NGINttRING San Diego, Ca 92121
SURVEYING PH(858)551HS00· FX(858)558·1414
ENGINEER OF WORK
DESCRIPTION:
LOCATION:
BENCH MARK
CLSB 138 PER ROS 17271
SET 2.5 • DISK IN DR4INAGE BOX INLET.
RECORDED FEBRUARY 8TH 2002
ON SOUTH SIDE OF PALOMAR AIRPORT
ROAD 61 FT. WEST OF THE BEGINNING
OF THE BRIDGE O~R INTERSTATE 5.
RECORD FROM: NORTH COUNTY CON1ROL £l,I TA
ELEVATION: 74-.15 NGW 1929
"AS BUILT"
~~ _7/4,,1, I
?,8(p 70 EXP. ,;, /3o/;.:i. DArE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
1---4---+-----------------+---+---t------+----t GR DING AND [ROS/ON CONTROL PLANS FOR:
EMERALD POINTE
r DArE
/lf.',-B LT PROJECT NO. DRAWING NO.
DA TE INITIAL
REVISION DESCRIPTION
DA TE IN/TlAL DATE INI/IAL CT 02-07 430-5A o;c
~al '---------------------------------------------------------------------------------------------------------------------------------------~R~,,~0::;::60;:i:";\-:;&:;,E,:-ng:-;\-;R;:o'.".'ug:-;:h:-;:Gr::a::d,-:.n~g\.;0;;6:;;0ll~R;;:G:;:0;-;;5-:.d::::w:;g[i'"':::O]~J'.".'un~--:2;-:;2;-_-:;20:;:0:;;5;:::1:"'J;".::2;;5~
ENGINEER OF WORK On-lER N'PROVAL CITY APPROVAL
032 ,06
~. r
)
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huennckens Street
San Diego, Ca 92121
PH(BSB)558·4500· FX(858)558-1414
s,'I\U
NO.C-48670
Ex!>-06-30-1
ENGINEER OF WORK
~~2t~
RCE NO 48670 EXP. 6/30/06
r/zz/or
DATE
BENCH MARK
DESCRIPTION: CLSB r 3!J PER ROS r 7271
RECORDf,;D FEBRUARY 8TH 2D02
SET 2.5 DISK IN DRAINAGE BOX INLET.
LOCATION: ON SOUTH SIDE OF PALOMAR AIRPORT
ROAD 6 r FT. WEST OF TH£ BEGINNING
OF TH£ BRIDGE OVER INTERSTATE 5.
RECORD FROM: NORTH COUN1Y CONTROL DATA
ELEVATION: 74. rs NGVD 1929
DAT£
~L DAT£
2
SC-6
I
l?t I /IS-13/.IILT
DATE
ENGINEER OF WORK REVISION DESCRIPTION
I
1 ~ MIN. (ROUGH
GRADE)
SECTION A-A
PLAN
SE, NOTE
NOTES:
1. USE SS-2, SS-3, SS-4
APPROVED BY INSPECTO
SS-5,
/
SLOPE
SEE CITY STD DWG GS-14
•
•
•
OR SS-7 AS
2. SEDIMENT TRAP W / 4" VC OUTLET, 1 ' HIGH X 3' WIDE
OVERFLOW ONTO SS-7 1/ ONE ROW OF SAND BAGS ALONG
I
I
I
EDGE OF SPILLWAY. TO OF TRAP 6" ABOVE OVERFLOW.
MIN SIZE 10' X 20'. E W SHALL DESIGN FOR PADS OVER
7,500 S.F.
0 50 10 150
SCALE 1"=50'
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
G DING AND EROSION CONTROL PLANS FOR:
EMERALD POINTE
PROJECT NO. DRAWING NO. DATE INITIAL DATE
077-IER APPROVAL CITY APPROVAL BY: ,JI jl'. CT 02-07 430-5A ..
ci~ ---------------------------------------------------------------------------------------------------------------------------..,..,.,.,.,,.,....,.~.,....,..-,.....,+-,,....,..,.,==~--,-....,..,=,-,--,-,,....,,,,..,,,..,..,..,.,,------~3io5 R:\0608\&Eng\Rough G ad;ng\0608RG06.dwg[ 1275]Aug-11-2D05: 14: 19
' .
032106