HomeMy WebLinkAboutDWG 468-5A; PD 10-01; PALOMAR COMMONS LOWES; 01-02GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 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 AS WELL AS ADDITIONAL INSURED ENDORSEMENT 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
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTERAS
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 THE DIRECTION 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, ~_PRECONSTRUCTION _MEETING SHALL _BE _HELD _AT THE _SITE _PRIOR_ TO_ THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLEFOR CONSTRUCTION, INSPECTION, SUPERVisiON.-TESTING AND ALL OTHER
ASPECTS OF THE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING -BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCTION MEETING. 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 REQUEST MUST BE RECEIVED PRIOR TO 2:00 P,M. ON THE DAY
BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK
DAY UNLESS YOU 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 AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND 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 AND/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING. BRACING SLOPING OR OTHER 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 SHORING SYSTEM
STANDARDS _ESTABLISHED _BY_ THE __ CONSTRUCTION __ SAFETY _ORDERS, TITLE§
CALIFORNIA _ADMINISTRATIVE _CODE,_ THE __ PLAN _SHALL __ BE _PREPARED _BY_!',
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 DOSO.
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 OCCURRINGALONG 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.
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 AND 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
SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER,
27, ALL SLOPES SHALL BE IRRIGATED, STABILIZED. PLANTED AND/OR HYOROSEEOED
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. ___ N/A ____ 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
AT&T (800) 892-0123
TIME WARNER CABLE (760) 438-7741
COX COMMUNICATIONS (760) 806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
•c1TY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760) 438-2722
•sAN DIEGUITO WATER DISTRICT (760) 633-2650
•LEUCADIA WASTEWATER DISTRICT (760) 753-0155
•vALLECITOS WATER DISTRICT (760) 744-0460
•oLIVENHAIN WATER DISTRICT (760) 753-6466
·BUENA SANITATION DISTRICT (760) 726-1340
• AS APPROPRIATE
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
CONTROL 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 INSPECTOR
15.16.120 A.10 CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE, ALL EROSION CONTROL. SLOPE 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 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
RE COM MEN DA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND
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 AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK, PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK,
35. THE SOILS REPORT TITLED "GEOTECHNICAL EVALUATION, PROPOSED RETAIL
DEVELOPMENT, PALOMAR AIRPORT COMMONS.CARLSBAD. SAN DIEGO COUNTY,
CALIFORNIA". PREPARED BY EEi, PROJECT NO, SU0-70986.1, DATED JANUARY 13, 2010
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
"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: FUSCOE ENGINEERING, INC.
ADDRESS: 6390 GREENWICH DRIVE, SUITE 170
CITY. STATE: SAN DIEGO, CALIFORNIA 92122
TELEPHONE: (858) 554-1500
BY: -~~w ~~.Ar--DATE:EL1/~o
GREGORY l'f/LAtf}, P,E. --~r
R.C.E. NO.: 68075
REGISTRATION EXPIRATION DATE: JUNE 30, 2011
SOILS ENGINEER'S CERTIFICATE
I, WILLIAM R. MORRISON. A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION BETWEEN THE
DATES OF ;J" ~~".tr1 j ~ , 20 IO AND _A pr j / 2. 20 IO . TWO COPIES OF
THE SOILS REPOR COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
SIGNED: 1'1~-:£. ~
G.E. NO.: 2468
DATE: Jt..-'f•/0
LICENSE EXPIRATION DATE: 12-31-10
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE RETAINED TO. VISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACT'Jfj'J'J STABII f THIS~TE.
/f!,L ta-t; -10
(SIGNATURE) DATE
MAEK :'.RAD€LOW
(PRINTED NAME)
CSDI. LLC (AGENT)
5465 MOREHOUSE DRIVE, SUITE 260
SAN DIEGO, CA 92121
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MATT ADAMS FROM DEVCON CPM
AT (951) 296-8103.
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 EMINENT,
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT T
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
CITY OF OCEANSIDE
HIGHWAY 7B
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 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
THIS SET OF PLANS CITY OF VISTA 3,
~O~~~~~---PROJECT 4. '(S-'\.\. ~ SITE 5.
ROAD 6.
RESOLUTION NO. NIA DATED NIA
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY EEi DATED JANUARY 13, 2010,
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE PACIFIC 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS. A HAZARDOUS CONDITION, OCEAN t: 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 ENO 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 3I4 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 ANO TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTAL~ED 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 DIRECTOR AS HIGHLY VISIBLE TO THE
PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT
WARRANTS IMMEDIATE TREATMENT,
B. 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
THE PROPOSED SYSTEM.
1. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a, 20 lbs. PER 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
e. 3 lbs, PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 112 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE
THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET
OR RESIDENTIAL STRUCTURES.
h, ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE 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 OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. 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%
SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. 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.
CITY OF
SAN MARCOS
CITY OF ENCINITAS
VICINITY MAP
NOTTO SCALE
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 213-020-18.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS,
N1,991 E6249
LEGAL DESCRIPTION
PARCEL A:
THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA.
ACCORDING TO MAP THEREOF NO. 823 FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN OIEGO COUNTY, NOVEMBER 16, 1896.
PARCEL B:
THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA,
ACCORDING TO MAP THEREOF NO. 823 FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY. NOVEMBER 16, 1896.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY AND
FIELD SURVEY METHODS FROM INFORMATION GATHERED IN NOVEMBER, 2009 BY
EXCEL ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS,
BENCHMARK
THE BENCHMARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY CONTROL
MONUMENT DESIGNATED "CLSB-097", STAMPED "RCE 26433''. FOUND IN MEDIAN
ISLAND CURB AT END OF CURVE OF EL CAMINO REAL. 305 FEET NORTH OF PALOMAR
AIRPORT ROAD IN LEFT TURN POCKET AS SHOWN ON RECORD OF SURVEY 17271
FILED FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862.
ELEVATION: 292.972 (NAVD-88)
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN CAL-COORD TIES "CLSB-097"
AND "SDGPS 41" PER CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY
17271, FILED FEBRUARY 9, 2002 AS FILE NO. 2002-0112862.
(I.e. N88"52'12"W)
EARTHWORK QUANTITIES
CUT:
FILL:
IMPORT:
11 C.Y.
160,702 C.Y.
160,691 C.Y.
NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. THEY DO NOT ACCOUNT
FOR SHRINKAGE, EXPANSION OR REMEDIAL GRADING. ACTUAL QUANTITIES
MAY VARY,
REMEDIAL GRADING WILL TAKE PLACE DURING IMPLEMENTATION OF
APPROVED PRECISE GRADING PLAN.
SHEET INDEX
SHEET 1: TITLE SHEET
SHEET 2: TEMPORARY STOCKPILE PLAN
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ~N/~A~-~
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~N~IA~---~
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCOE ENGINEERING INC,
DATED NOVEMBER, 2010.
WDID NO. 9 37C359876
11. STORM WATER MANAGEMENT PLAN PREPARED BY NIA DATED ---~
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO
CAL TRANS CONSTRUCTION SITE BMP MANUAL
LEGEND
DESCRIPTION DWG,NO. SYMBOL
RIGHT-OF-WAY/ PROPERTY LINE __________ _ --EXISTING CONTOUR _______________ _ JOO
PROPOSED CONTOUR _______________ _ 30
T T PROPOSED FILL SLOPE (2:1 MAX,) ____________ --+---+---y ..
REFERENCE DRAWINGS
MAP823
ROS 9939
128-1 OB: PALOMAR AIRPORT ROAD IMPROVEMENT PLANS
143-7: BUENA SANITATION DISTRICT SEWER TRANSMISSION SYSTEM
177-3: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 IMPROVEMENT PLANS
177-3A: C,C,&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 GRADING PLANS
228-4: PALOMAR AIRPORT ROAD IMPROVEMENTS
230-4: OLYMPIC GOLF GRADING PLAN
237-7: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS
314-3: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS
323-3: PALOMAR AIRPORT ROAD IMPROVEMENTS
365-5: LINCOLN NORTHPOINTE IMPROVEMENT PLANS
365-SA: LINCOLN NORTHPOINTE GRADING PLANS
386-8: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS
394-1: EL CAMINO REAL WATER MAINS
400-80: BRESSI RANCH INDUSTRIAL STORM DRAIN IMPROVEMENTS
400-SG: EL CAMINO REAL IMPROVEMENTS
414-4: EL CAMINO REAL RECYCLED WATER MAINS
416-2: NORTH COUNTY ANIMAL SHELTER IMPROVEMENT PLANS
416-2A: NORTH COUNTY ANIMAL SHELTER GRADING PLANS
c. RIPPING AREAS THAT WILL NOT
2. CONDITIONING THE SOILS SO THAT
BREAK UP USING ITEMS a OR b ABOVE. PLANNING DEPARTMENT APPROVAL "AS BUILT" IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE
SATURATED SEED BED.
SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
b. THE ADDITION OF SOIL AMEND MENTS, PH ADJUSTMENT, LEACHING COVERING
BLE CONDITIONS FOR GROWTH. SALINE SOILS TO PROVIDED VIA
HYDROSEEDED AREAS SHALL BE MAIN
THE THE PROJECT IS PERMANEN
HYDROSEEDING IS THE THE PERMA
COMPLETED AND ALL BONDS RELEASE
TAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TLY LANDSCAPED OR, FOR AREAS WHERE
NENT LANDSCAPING, UNTIL THE PROJECT IS
D,
--"''II -
IMPORTANT NOTICE
Section 4216 of the Government
~II ----h11 .. --= FUSCOE
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid.
For your Dig Alert I.D. Number Call
Underground Sef\lice Alert at
8-1-1
_t}k, ~-
GREGO W.
REGISTRA TIO
I N G I N I I I I N G
6390 Greenwich Drive, Suite 170
San Diego, California 92122
tel 858.554.1500 ° lax 858.597.0335
www.fvscos.com
ENGINEER OF WORK
• /? i!J W, /J~IZ /20
~NG,RCE DATE ,
NO. 68075, EXP. 0 -30-11
-~,.D~ (SIGNED
DATE: I\/ 1, /ro
PLANNING DIRECTOR
_clwt_~ RCE EXP, DATE
DATE( l-/16 jtO REVIEWED BY:
RECOMJ.IENDED BY: V>u l~-'-(PRINT NAME) INSPECTOR DATE
I SH1ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
PALOMAR AIRPORT COMMONS
PALOMAR AIRPORT ROAD AT EL CAMINO REAL
TEMPORARY STOCKPILE
~::I~~• VAN PESKI _d,/zzj&_
Sic IORCIVIL ENGINEERPE41204 EXPIRES 3131111 DATE
OWNBY:
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 0f!!d REVISION DESCRIPTION PD 10-01 468-5A ENGINEER OF WORK OTHER APPROVAL C1TY APPROVAL RVWDBY: s:~
! I " i i
I ,,
:255 '\
TElPOR!
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JCKPI ---ROPOSED RY ST "
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--------I ---------,---r----r--
------------------
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___ T _____
20' -1 '
EXISTING DRAINAGE CHANNEL CROSS SECTIONS
SCALE: 1" = 10'
i
" -------
-iEXIS ING G ADE
LJ'~----~ ---r
I
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/ -.... -
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PRO OSED
----
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OSED 'EMPO
TEMPORARY STOCKPILE PLAN
265
---
TEMP( RARY STOCK PILE
►► ------
126() -
--------
----------
-
__ ___2_65
------------
-------------
-----.
260
ARY STOCKPILE
-
SCALE: 1" = 50'
EASEMENTS OF RECORD
NUMBER PURPOSE
GEOTECHNICAL NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ALL
SOURCES OF IMPORT MATERIAL PRIOR TO IMPORT AND PLACEMENT.
2. AREAS TO RECEIVE THE TEMPORARY STOCKPILES SHOULD BE CLEARED
OF TRASH, DEBRIS, VEGETATION AND OTHER DELETERIOUS MATERIAL.
3. IMPORT MATERIALS TO BE BE PLACED WITHIN THE STOCKPILES IN
HORIZONTAL LIFTS THAT DO NOT EXCEED 12-INCHES IN THICKNESS.
4. TRACK WALK THE FACE OF THE SLOPES.
OWNER DOCUMENT REC.DATE
50' 25' 0 100· 150'
I ~-~J----1 -_ --~--!-'---+----------------------+-----------------+--------+----------< GRAPHIC SCALE IN FEET
1---11
1/ !ID. PIPELINE/ INCIDENTAL BUENA SANITATION DISTRICT 138512 / 001287 ,,· ~ 1--~-+----------------------+-----------------+--/,,c::,:.tr _._._._filL .. PUBLIC UTILITIES/ INCIDENTAL
I J't :·,,,;-, ' ,/jg . __ \ HIGHWAY/ DRAINAGE/ INCIDENTAL
''I'-"· l 1 ,; ,-~,-..-'--7t---------------------+-----------------+r-li'.:• tr · ff}\< ;,PUBLIC UTILITIES/ INGRESS/ EGRESS/ INCIDENTAL
.\'• -\:{ ,,, ,.,,,fl]'_/;, ·;PUBLIC UTILITIES/ INGRESS/ EGRESS/ INCIDENTAL
-, <f,_, )>-"• -:.·:-·, .. ,1tait,, I
·:.,-,_~~:, ·•'-· :.: , ' DRAINAGE/ INCIDENTAL
. -:,.'!•-;:;, ,: '1m;:,? SLOPE CONSTRUCTION/ INCIDENTAL 1• '' ,, ·, " . ",-,·,,,,c '-'' @ STREET/ PUBLIC UTILITY/ INCIDENTAL
SAN DIEGO GAS & ELECTRIC 165831
COUNTY OF SAN DIEGO 75-275667
SAN DIEGO GAS & ELECTRIC 84-244349 -
SAN DIEGO GAS & ELECTRIC 86-003913
CITY OF CARLSBAD 1992-0443329
CITY OF CARLSBAD 1992-0443332
CITY OF CARLSBAD 1992-0443333
~ WATERLINE/ INCIDENTAL CARLSBAD MUNICIPAL WATER DISTRICT 2004--0174134
I ,----------------
!
i FUSCOE :---~----------------------------------
I I I I I I e
6390 Greenwich Drive, Suite 170
San Diego, California 92 l 22
tel 858.554.1500 • fax 858.597.0335
www.fuscoe.com
j___ ____ --------------------------
07-31-1964 / 01-05-1965
10-14-1966
10-07-1975
06-28-1984
01-06-1986
07-15-1992
07-15-1992
07-15-1992
03-03-2004
! SHEET
I 2
j_ ----
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
----(' 1'1''1 () 11' ('\~(I '--:H i\ I 1 : SHEETS " , 2 ENGINEERING DEPARTMENT '
-
! GRADING PLANS FOR:
PALOMAR AIRPORT COMMONS
PALOMAR AIRPORT ROAD AT EL CAMINO REAL
TEMPORARY STOCKPILE
ENGINEER OF WORK , ----~----------------------+!----------+ ---+---
APFJJ,l:Dy _-z./h, z1)l v~~:E~KI --
/Ja~W-~~--GREGo, W NG. RCE U
REGISTRA TIO NO. 68075, EXP. 06-30-11
L-z/9/LP
DATE DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
I OTHER APPROVAL !
: S~~IVIL ENGINEER PE 41204 EXPIRES 3/31/11
1Z-ft¢0
DATE
DATE
Cl1Y APPROVAL
: DWN BY: -~-I PROJECT NO.
CHKD BY: 'ii"~-: PD 10-01 RVWDBY: $'~ j
: DRAWING NO.
468-5A