HomeMy WebLinkAboutSDP 16-24; LEGOLAND JD18 DARK RIDE; Administrative Determination1 LEGOLAND DRIVE, CARLSBAD, CA 92008
APN: 211-100-09-00
ENTITLEMENT SHEET INDEX
I SHEET NAME
1 PATHY'IAY REALl6NMENT
1 . 1 PROJECT CONTEXT
1.2 SITE PLAN
1.':l ELEV.; PERSPECTIVES
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SDP 16-24 /CDP 16-47
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JD18 PROJECT DESCRIPTION APR 2 4 2017
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JD 1 8 IS A NE~ RIDE DEVELOPMENT CONSISTING OF A~[,;,,, ,,,., "' ';s·c"-l
INDOOR. SUBMARINE RIDE. INDOOR. AND OUTDOOR. QUEUE
AREAS, A SMALL R.ET AIL SPACE, AND AN OUTDOOR.
C.OUR.TYAR.D ~ITH THEMED S ITE AMENITIES.
THE BUILDING IS APPR.OXIMATEL Y 12,600 SQUARE FEET, AND
CONSISTS OF A STEEL SUIL.DING HOUSING THE RIDE, AND A
L IGHT FR.AME BUILDING HOUSING THE QUEUE AND R.EATIL
SPACES. THE SUBMARINE RIDE ITSELF SHALL SE IN A
1,000,000 LITER. AQUARIUM ~ITH LIVE FISH. THE EXTERIOR. OF
THE BUILDING LOOKING TO~AR.DS THE PUBLIC. AREAS SHALL
SE HEAVILY THEMED ~ITH R.OC.K~OR.K.
THE PR.OJEC. T SHALL C.ON51ST OF SITE DEMOLITION OF THE
EXISTING ~ILD ~OODS MINIATURE GOLF GOUR.SE, GRADING
THE S ITE, REALIGNMENT OF EXISTING UTILITIES, NE~ SITE
IMPROVEMENTS, AND PROPOSED BUILDINGS AND R.ET AINING
' ~ALLS FOR. THE RIDE BUILDING AND AQUARIUM.
THE MAIN PORTION OF THI$ PHASE OF THE PROJECT INCLUDES
THE FOLLO~ING;
•
•
DEMOLITION
GRADING
CITY OF CARLSBAD
Administrative Permit
• LANDSCAPE. HAR.DSC.APE, AND OTHER. SIT
IMPROVEMENTS
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ExibitNo."A"-"T'' Date s/10/1 7 i
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REALIGNMENT OF EXISTING UTILITIES
13,200 SF BUILDING
1,000,000 LITER. AQUARIUM 4 L IFE SUPPORT FACILITIES
THEMED QUEUE LINE AREAS
SMALL R.ET AIL SHOP
MODIFIED SITE ~ATER. FEA TUR.E
NE~ R.OC.K~OR.K
NE~ LANDSCAPE AND HAR.DSC.APE PROJECT SITE
SITE FENCING
OVERALL SITE PLAN
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ENTITLEMENT SITE PLAN
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DESCRIPTION
.JD 1 BRIDE BUILDING Y>!ITH RELATED SPACES. SEA LIFE LIFE
PERSONNEL, MECHANICAL. AND RETAIL SPACES. FOR SQUARE
FOOT AGE SEE CODE ANALYSIS OR AREA TABLE HEREIN.
COVERED QUEUE AREA
EXTERIOR QUEUE AREA
LIGHT FRAME AND STUCCO SHADE STRUCTURE. SEE
ARCHITECTURAL DETAILS AND STRUCTURAL DRAY>!INGS.
THEMATIC INTERACTIVE CRANE LOY>!ERING SUBMARINE INTO
POND AND Y>!ATERFALL FEATURE. DEFERRED SUBMITTAL ITEMS
ROCKY>!ORK Y>!ITH Y>!ATERFALL.
EXISTING BRIDGE TO BE IMPROVED, SEE STRUCTURAL AND
ARCHITECTURAL.
BRIDGE Y>!ITH PRE-FABRICATED BOX TRUSSES, SEE STRUCTURAL
AND ARCHITECTURAL.
FAUX BRIDGE (NOT ACTUALLY SUSPENDED ABOVE Y>!ATER), SEE
STRUCTURAL AND ARCHITECTURAL.
ENTRY PORTAL.
COURTYARD AREA
EXISTING INTERIM PATHY>!AY AROUND CONSTRUCTION SITE TO
REMAIN.
EXISTING CHURRO STAND TO REMAIN.
EXISTING RESTAURANT TO REMAIN.
EXISTING RESTROOM BLOCK TO REMAIN. RESTROOM
ACCESSIBILITY DETAILS ARE SHOY>!N ON SHEET AD-0 1.
CONTRACTOR TO FIELD VERIFY THAT EXISTING RESTROOMS
COMPLY Y>!ITH ACCESSIBILITY REQUIREMENTS.
EXISTING ELECTRICAL SUBSTATION TO REMAIN.
SITE FENCING.
MAINTENANCE VEHICLE GATE
EXISTING MAINTENANCE PATH TO BE RE-GRADED, SEE CIVIL.
EXISTING LANDSCAPE AREA TO BE RE-GRADED. SEE CIVIL/
LANDSCAPE.
TENSILE FABRIC SHADE STRUCTURE
SLAB PLAN KEYNOTES
APPROVED C-DP lb-lf7
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NO. I SET ISSUANCE DATE
3 I BUILDING DEPT. SUBMITTAL 3 04/20/2017
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LEGOLAND CALIFORNIA JD18
1 LEGOLAND DRIVE, CARLSBAD, CA 92008
SHEET TITLE
ELEV. & PERSPECTIVES
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/'·-.· ARCHITECTURE
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ETHOSARGH.GOH -PH.949.bO'T.8001 -2 4542 GREEK VIEi"< DRIVE, LAGUNA HILLS, GA 92b53
GRADING 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.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-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
CERT/FICA TE 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
HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA WING 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, PR/NC/PALLY 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 VER/FICA TION 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
STA TE OF CALIFORNIA PR/NC/PALLY 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 SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRfCONSTRUCTION MEETING SHALL BE HEl D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAii BE A TTFNDED BY All REPRE$ENTA TTVFS
RESPONSIBLE FOR 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 REOUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WIii BE
MADE BY CAI IING THF FNGINFFRING 24 HQIIR IN$PfCTIQN Rffil!EST IINE 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 AND 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 SUBMlmNG
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 INSTALLA T/ON
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 SYSTfM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA T/VE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VAT/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VAT/ON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONO/NG 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 SWPPP AND/OR 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
SURFACE 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 /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, ORA WING NO. 499-7L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
S:\Projectsl2016\16005_Legoland2018_Carlsbad CA\Design\GP -01 -Title Sheet.dwg
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 /RR/GA T/ON PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. 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 LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/ENTL Y
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 REPRESENTA T/VE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY 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 SAN/TAT/ON DISTRICT (760)726-1340 x/330
*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 PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BU!L T 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. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SA TISFACT/ON OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE 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 SPECIF/CA T/ONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ____ "'CO""M""M""E"'R""Cl,..,AecL _,,Dc:E.,,,VE""L"'OP""M"'E='-N,..,,T....,R.,.,£,,.S""O"'UR.,_,C"'E""S_
ADDRESS: __ _:4:c,1=.2,_1-"WE""'-STE'-='-'R"'-LY'-'--P"'LA:,.,sC""E-'#'-'1.!..-12e.._ ___ _
CITY, STA TE::--'-N"'E"'WP,.._O"'R.,_,T_Be0E=eA""C'-'H'--"'-CAc,,_,9,.ea2"-66,e,0,.__ ___ _
TELEPHONE:----'9'-'4"'9_-'"-6'-'10:....-.:c:8.:,:;99::.,:7 ________ _
* DATE: ____ _
AARON ALBERTSON
R.C.E. N0.: __ ...,,6ee5,,_51,..,,3c__ __________ _
REGISTRATION EXPIRATION DATE: 9/30/17
SOILS ENGINEER'S CERTIFICATE
I, _________________ , A REGISTERED (CIVIL/
GEOTECHN/CAL) ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY 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 DIRECTION BETWEEN THE DA TES OF ________ , 20 __ AND ________ , 20 __ . TWO
CDP/ES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
G.E./P.E. NO.: ____________ _
DATE:
LICENSE EXP/RATION DA TE:
OWNER'S CERTIFICATE
I ( WE ) 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. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LATEST VERSION.
(PRINT NAME BELOW LINE) DATE
*
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________ AT
______ (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER!ALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCT/ON
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCT/ON BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACT/ON 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 OPERA T/ONS 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 CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL 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 AGGREGRA TE.
11. SHOULD GERM/NAT/ON 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 CONSERVA T/ON,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND ffiRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS 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 GRAOING.
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 /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
2.
J.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED 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 PRECIPITA T/ON SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
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. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 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 RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCAST/NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGR!CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C 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
HYDRAUL!CALL Y APPLIED FIBER MATER/AL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15%
SULPHUR APPLIED AT THE RA TE 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.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITION/NG 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
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
VICINITY
CITY OF OCEANSIDE
PACIFIC
OCEAN
7a
MAP
CITY OF VISTA
CITY OF ENCINITAS
INDEX OF SHEETS
SHEET DESCRIPTION NO.
1 TITLE SHEET
2 EXISTING TOPOGRAPHY
3 GRADING PLAN
4 GRADING PLAN
5 GRADING SECTIONS
5 STORM DRAIN PLAN
6 UTILl1Y PLAN
7 DETAIL SHEET
8 SWPPP TITLE SHEET
9 EROSION CONTROL PLAN
OWNER/DEVELOPER
LEGOLAND CALIFORNIA
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
TEL: 760-918-5300
CONTACT: CHRIS BRZEZICKI
PROJECT MA NAG ER
EMAIL: CHRIS.BRZEZICKI@
MERLINENTERTAINMENTS.BIZ
CIVIL ENGINEER
ARCHITECT
ETHOS ARCHITECTURE
24542 CREEKVIEW DR.
LAGUNA HILLS, CA 92653
TEL:. 949-412-3556
CONTACT: SCOTT HOLCOMB
PRINCIPAL
EMAIL: SCOTTH@ETHOSARCH COM
SOIL ENGINEER
LEIGHTON AND ASSOCIATES, INC
WORK TO BE DONE SOP 16-24/ CDP 16-47
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON 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,
SPECIF/CATIONS, 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 CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. '
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEER/NG STANDARDS
3. THIS SET OF PLANS
4. MINOR CDP 16-24 AND SOP 16-47 APPROVAL LETTER DATED __
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDA T/ONS BY LEIGHTON AND ASSOC/A TES. INC. DA TED
OCTOBER 14. 2016
7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS: NOT APPLICABLE
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: EXEMPT
10. STORM WATER POLLUTION PREVENTION PLAN: TIER 2 SWPPP (SHEETS X & X)
11. STORM WATER MANAGEMENT PLAN PREPARED NOT APPLICABLE
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
DESCRIPTION
EXISTING CONCRETE
EXISTING PAVEMENT
CONCRETE PAVEMENT
LANDSCAPING
PROPOSED CURB
PROPOSED RETAINING WALL
PROPOSED TRENCH DRAIN
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE LINE
EXISTING FIRE LINE
PROPOSED RECLAIMED WATER LINE
EXISTING RECLAIMED WATER LINE
SEWER CLEANOUT
PROPOSED AREA DRAIN
LEGEND
DWG.NO. SYMBOL QUANTITY
----ss----
---RW----
Iii
COMMERCIAL DEVELOPMENT RESOURCES
4121 WESTERLY DRIVE, SUITE 712
NEWPORT BEACH, CA 92660
TEL: 949-825-5222
3934 MURPHY CANYON ROAD, SUITE B205
SAN DIEGO, CA 92123
PROPOSED ATRIUM GRATE
PROPOSED FIRE HYDRANT
PROPOSED BACKFLOW PREVENTOR
RIP RAP
CONTACT: AARON ALBERTSON
PRINCIPAL
TEL 858-292-8030
CONTACT: WILLIAM D. OLSON
SOILS ENGINEER
El2E
EMAIL: AALBERTSON@CDRWEST.COM EMAIL: DOLSON@LEIGHTONGROUP.COM
SURVEYOR LANDSCAPE ARCHITECT LIMIT OF GRADING
CUT/FILL SLOPE
EXISTING MANHOLE
EXISTING LITILl1Y BOX
EXISTING TREE
EXISTING LIGHT
COMMERCIAL DEVELOPMENT RESOURCES
4121 WESTERLY PLACE #712
NEWPORT BEACH, CA 92660
CONTACT: ROB RUSSELL
TEL 619.445.0710
RIDGE LANDSCAPE ARCHITECTS
8841 RESEARCH DRIVE, #200
IRVINE, CA 92618 TEL:949-387-1323
CONTACT: RON STARK
PRINCIPAL
EMAIL: RON@RIDGELA.COM PROJECT ADDRESS
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
EARTHWORK QUANTITIES
DEVELOPER
NAME: __ -'-I Fwr;zi.011..t a,AN"'nL...c.C"A lw,lfuOa,R.,,Nu;_IA
ADDRESS: __ 1'-""LE..,,G,.,.O,.,LA"'N,..,Dw.oDRCl.!l""VE __
CARLSBAD, CA 92008
PHONE NO.: 760-978 5300
LEGAL DESCRIPTION
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
1451 CY
15.17 CY
QQ CY
!<:_XX CY
XXX CY
LOT 18 OF CARLSBAD TRACT 94-09, CARLSBAD RANCH UNITS 2 & 3,
MAP NO. 13408
PROJECT LOCATION
ASSESSOR'S PARCEL NO. 211-100-09
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 250 E 1677
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
SURVEYING METHODS FROM INFORMATION GATHERED ON MAY 10TH AND
JUNE 20TH 2016.
REFERENCE DRAWINGS
DWG 390-48 LEGOLAND CALIFORNIA, PIRATE SHORES EXPANSION
DWG 333-2Z IMPROVEMENT PLANS FOR LEGO DRIVE, A PRIVATE ROAD
DWG 333-2Y GRADING PLANS FOR LOTS 18 AND 19 OF CT 94-09,
CARLSBAD RANCH, LEGOLAND CARLSBAD
SOP 96-14 LEGOLAND WATERPARK CLUSTER
APPROVED
rnrs rs THE APPROVED TENTATfVE MAP/SITE PLAN
FOR PROJECT NO ____ PER CONDillON NO. __
NA
YYTT
EXISTING RETAINING WALL
POST-CONSTRUCTION B.MP T.ABLE
STORMWA TER REQUIREMENTS THAT APPLY: B STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OWNERSHIP
STORM DRIAN FLOWS NA TO REGIONAL SYSTEM
TOTAL LOT AREA = ___ _.,o,...9,.0c..Aa,Cs.1.R,..,F..,,S __
TOTAL DISTURBED AREA = 0.90 ACRES
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA -TBD
TOTAL PROPOSED IMPERVIOUS AREA -~TB=Q~-
EXEMPT FROM HYDROMODIFICA TION? B YES (SEE SWMP FOR DOCUMENTA T/ON)
NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
NA NA NA
I SH~ET 11 CITY OF CARLSBAD 11 SH~ETS I
DEVELOPMENT PERMIT FOR:
LEGOLAND -OS18
TITLE SHEET
ADDRESS:
1 LEGOLAND DRIVE
1/30/2017 CARLSBAD, CA 92008
PLAf;NfNG DIVJSIOX DATE ENGJ"IEERIT,,:G OIVISJO'\ DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
-------------------~
EXISTING
RESTROOM
S:\Projectsl2016\16005_Legoland2018_Carlsbad CA\Design\GP -02 -Topography.dwg
17.
EXISTING
MINI-GOLF
ATTRACTION
0
• .........
. a
.E)<ISTl~G ·: ·.
··• ·. C0NCREJ.E .. . . . . . .4 . . ,.
PAVEMENT • . ., . "' " .. ·_ :. .. · ~ .·
!St/NG.• •
AAN~ s ··
PPL RIES··.
(/
~-~A, . .._·,..":.,,:
• EXISTING· . --~ q6 f'-!CB E·rE ;
· • HWJ.1,Y ••
:,r ...
•
APPROVED
THIS JS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO _____ PER CONDITION NO. __
PLANNING DJ\IJSJO'.\'. DATE D,"GINEERING DJVJSJO",/ DATE
1/30/2017
AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
LEGEND SOP 16-24/ CDP 16-47
(165.22 FS)
EXISTING CONCRETE
EXISTING PAVEMENT
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING BUILDING
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING SEWER LI NE
EXISTING FIRE LINE
---101lJ---
; fC'\' '"\<al
20 0
EXISTING RECLAIMED WATER LINE
EXISTING MANHOLE
EXISTING UTIU1Y BOX
EXISTING TREE
EXISTING LIGHT
EXISTING RETAINING WALL
20 40
GRAPHIC SCALE
SCALE: 1" = 20'
WI CITY OF CARLSBAD I~
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
EXISTING TOPOGRAPHY
ADDRESS:
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
???TC
(181.30 FS)
177.61 TC
177.11 FS
179.86TC,
179.36 FS · --•·--
2
I '·-;.
I
I
I
I
178.40 TW
177.92 FS
" --
1 • 178.00 DOOR
178.00 DOOR ··~,
. 171.97 DF/FG
·178.00 FF ...
/ /
178.00 DOOR
CONSTRUCTION NOTES CONSTRUCTION NOTES
0
0
0
0
0
®
0
®
®
@
@
@
@
@
CONSTRUCT CONCRETE PAVEMENT PER DETAIL 1, SHEET 7
CONSTRUCT 6" CONCRETE CURB PER DETAIL 2. SHEET 7
CONSTRUCT ASPHALT PAVEMENT
CONSTRUCT BUILDING PER BUILDING PERMIT
CONSTRUCT LANDSCAPING AREA PER SEPARATE PLANS
CONSTRUCT RETAINING WALL PER GRADES THIS SHEET AND REGIONAL
STANDARD DRAWINGC-01
CONSTRUCT ARCHITECTURAL FEATURES PER BUILDING PERMIT
CONSTRUCT WATER/CREEK FEATURE AREA PER SEPARATE PERMIT
CONSTRUCT BRIDGE PER ARCHITECTURAL PLANS
CONSTRUCT FENCE PER ARCHITECTURAL PLANS
CONSTRUCT ACCESSIBLE RAMP
CONSTRUCT BOLLARDS
CONSTRUCT QUEUE LINE
CONSTRUCT GUTTER
OJ PROTECT IN PLACE ITEM NOTED
[II REMOVE ITEMS AS NOTED
0 RELOCATE ITEM AS NOTED
0 PROTECTTREE m REMOVE TREE
0 SAWCUT EXISTING PAVEMENT
S:\Projects\2016116005_Legoland2018_Carlsbad CA\Des;gn\GP -03 -GRADING PLAN.dwg
ASPHALT j @--x,. -✓
PAVEMENT/ /<-\
->,, --
·-178 DO DOOR
178.00 DOOR
PROPOSED BUILDING
FF-178.00
-4
" i
~-1~\----,--___,_(1=87:..:::-3:.:..;4 F_o:S.)
183.39 FS
•·· (189.62 FS)
-.~· .. '-,,
i.. -.. ---
-
SITE WALL .2
(1-84.43 FS)
178.00 DOOR
. ..i -.
'y. -
STREET ADDRESS:
SITE ACREAGE:
EXISTING LAND USE
DESIGNATION AND ZONING
LAND USE
CLASSIFICATION OF LOTS
NUMBER OF UNITS
NUMBER OF LOTS
DWEULING UNITS DENSITY
BUILDING SOUARE FOOTAGE
BUILDING COVERAGE
PERCENT OF LANDSCAPING
<1
4 -d
<J
1 SITEWALL
4
(178.86 FS)
(178.41 FS)
.4 . . .
. <!
'...,
-~····.·._ . . ,,·,
4
(178:52 FS)
.4
/
<l
CONCRETE
PAVEMENT
(178.94 TC
(178.94 FS)
L'.I (179.46 TC)
<1 (178.96 FS)
4 4-CONCRETE
51----,,,...-;:::--.·• -178.99 TC
178.49 FS L'.I
1 6 1 PATHWAY .. -
4
178.00 DOOR
177.89 TC
177.39 FS
1 LEGOLAND DRIVE
CARLSBAD. CA 92008
0.90 ACRES (39.000 SF)
AMUSEMENT PARK
AMUSEMENT PARK
OPEN SPACE. COMMERCIAL
TOURIST
2
1
NA
13,220 SF
34% OF SITE
2i% OF SITE
·<1
10
-f'
178.68 TC
178.18FS
4 '<"
<1 .
.'1 • ""f .178.68 TC. o, 178.18 FS "' ~ ,: <l c;:i·. . .
<I
. <l i1
178.44 TC \(~ 4
177.94 FS .. ~ . ;,, L'.I
<I
4 178.21 TC
177.71 FS
L'.I
.<1
<I
4 178.11 TC.
177.61 FS
. 2
<I
2
4
<I
<1
4
<I
<l
4
L'.I 4
178 00 TC
177.50 FS
NUMBER OF PARKING SPACES
EMPLOYEE SQUARE FOOTAGE
RECREATION SPACE SQUARE
FOOTAGE
AREA OF UNDEVELOPED SITE
STORAGE SPACE
AVERAGE DAILY TRAFFIC
NAME OF SEWER, WATER. AND
SCHOOL DISTRICT
NA
NA
NA
NA
NA
NA
EWA
CMWD
CUSD
L'.I
PROPOSED DRAINAGE
DISCHARGE 0.033 CFS
(179.14 TC) ..
(178.64 FS) CURB.
17
*1 -. 1 ~.
(178.34 TC)
(177.84 FS) /.
8 .... ..,
(176.82 TC) • •
(176.32 FS) • •
APPROVED
(179.74 FG)
~
---
(17822 TC)•,;
(177.72 FS)
~·-
(177.49 TC)
(176.99 FS)
CONCRETE
PATHWAY
(177.40 TC)
(176.90 FS)
~~
(176.71 TC)
(176.21 FSl
PROPOSED WATER DEMANDS FOR RESTROOMS 1050 GPD THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
f--'=F'"EM"A"""F"'rR"'M"'e"tt"e"'z"o~N=E----1----"=..:::..:::.. ____ _JI FOR PROJECT NO _____ PER CONDITION NO. __
ZONEX
(180.63 FG)
1/30/2017
APN
211-100-09-00 PLAl\"NING DIVIS[ON DAT[:: EXGINEERING DJVJStON DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
LEGEND SOP 16-24/ CDP 16-47
I
f.
EXISTING CONCRETE
EXISTING PAVEMENT
CONCRETE PAVEMENT
LANDSCAPING
165.22 FS
(165.22 FS)
---100·---
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING BUILDING
PROPOSED BUILDING WALL
PROPOSED CURB
FLOW LINE
----SD-----
PROPOSED RETAINING WALL
PROPOSED TRENCH DRAIN
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE LINE
EXISTING FIRE LINE
---w-----
------ss-----
--FWI-----
----RW!-----PROPOSED RECLAIMED WATER LINE
EXISTING RECLAIMED WATER LINE
SEWER CLEANOUT G--
Ill!
...
El2!l
~
PROPOSED AREA DRAIN
PROPOSED ATRIUM GRATE
PROPOSED FIRE HYDRANT
PROPOSED BACKFLOW PREVENTOR
RIP RAP
YYTT
LIMIT OF GRADING
CUT/FILL SLOPE
EXISTING MANHOLE
EXISTING UTILITY BOX
EXISTING TREE
EXISTING LIGHT
EXISTING RETAINING WALL
ABBREVIATIONS
FS
FS
FF
INV
TC
TG
TW
FL
HP
10
FINISHED SURFACE
FINISHED GRADE
FINISHED FLOOR
INVERT OF PIPE
TOP OF CURB
TOP OF GRATE
TOP OF WALL
FLOWLINE
HIGH POINT
0 10
GRAPHIC SCALE
SCALE: 1" = 10'
20
I S~ET 11 CITY OF CARLSBAD 11 SH~ETS I
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
GRADING PLAN
ADDRESS:
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
.ASPHALT "
PAVEMENT/'
177.61 TC
177.11 FS
I (170.51 TC
(170.47 FS)
169.50 TW
167.80 FS
L, • • ..
(168.24 TC
(167'.87 FS) •
ASPHALT
PAVEMENT
172.00TW
170.43 FS
CO~CTION NOTES
CD
0
®
CONST~0cicoNCRETE PAVEMENT PER DETAIL ~7
CONSTRUCT 6" CONCRETE CURB PER DETAIL 2, SHEE~~\\}•
CONSTRUCT ASPHALT PAVEMENT "° ; \i
0 CONSTRUCT BUILDING PER BUILDING PERMIT
® CONSTRUCT LANDSCAPING AREA PER SEPARATE PLANS
® CONSTRUCT RETAINING WALL PER GRADES THIS SHEET AND REGIONAL
STANDARD DRAWING C-01
0 CONSTRUCT ARCHITECTURAL FEATURES PER BUILDING PERMIT
® CONSTRUCT WATER/CREEK FEATURE AREA PER SEPARATE PERMIT
® CONSTRUCT BRIDGE PER ARCHITECTURAL PLANS
@ CONSTRUCT FENCE PER ARCHITECTURAL PLANS
@ CONSTRUCT ACCESSIBLE RAMP
·@ CONSTRUCT BOLLARDS
-@ CONSTRUCT OUEUE UNE
@ CONSTRUCT GUTTER
178.00 DOOR
173.22 DF/FG
178.00 FF ,
4
' 178.00 DOOR ------
0
172.36 DF/FG
176.36 FF
--
\,< . '/1
, .. -
\ .,_. ---
CON SJR tJCTl0 N NOTES .,,_ · ·:: _ _ J 1 r_PR~TECT IN PLACE ITEM NOTED
RELOC;l, TE ITEM AS NOTED
PROTECT TREE
/ !
REMOVE TREE
SAWCUT EXISTING PAVEMENT
(170.20 TC)
(169. 70 FS) "
~ ''"
. _-·-'.;,_<
S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP-03 -GRADING PLAN.dwg
176.50 DOOR <1
11 ·
d <1,
.J
176.34 FS
·. <I
d
2
<1
d
<1 1
176.47 FS . ·, • ; ~~~:r--~-
d
LI· <1 d •
176.17 FS
. 176.45 TC
. .J 175.95 FS
'<!,-.-;;"
(171.33 TC)
(170.83 FS) ,, -4.82%_
176.69TC
176.19FS
4~ _L] .6
d
176.23TC
175.73FS
0--2--...
0---0
178.00 DOOR
<!
<I.
d
176.28 TC <1
175.78FS
c'/ ~;,"'
d <1.
<1
•177.89 TC
177.39 FS
✓-••
178.44 TC
177.94 FS
8
<1
d
• 176.09 TC
175.59 FS
<I
.·
10
178.68 TC
178.18 FS
·,1 "T
<1
.J 178.68 TC . ~r.· 178.1·8. FS ct? -f"---l c::> . , . .
17 0 ·d -...,·. __
2
<1
.J
.1 178.21 TC
177.71 FS
LI
2
<1
d 178.11 TC.
177.61 FS
2
.J LI
178.00 TC
· 177.50 FS
<I
177.85 TC
177.35 FS
177.88 TC LI
177.38 FS
<I ,.
L177.73 TC
177.23 FS
2
177.57 TC
<1 177.07 FS
/~--(17500 Tct
(174.50 FS).,_/0
• •
\ •• -~-:__:· ·-.5-· ~-~-. ~--·· ... ~ . . . . . . ; . .
~ . . . . . . . .
(173.49 TC)
(172.99 FS) CtlNCRETE
PkTHWAY
-~ .
• (174.40 FS), •
-,,,,
(174.52 TC)
(174.02 FS)
---------------------~ -----
(178.64 FS) (179.74 FG)
,. (178.63 TC) . ·_
,'.~ .. ~
CONCRETE
-PATHWAY
(177.40 TC)
(176.90 FS)
. . .
177.62TC
177.12TG
p"·
7
-~ • (175.27 FS) •
·;_"
(175.86 TC) I
(175.36 FS)
-.
1 .CONCRETE
PATHWAY
. . . . . . ~ . -• ..... . fo\i>;
'?. / ,u
_ ... ~
. (174.31 FS)
•••••• ·r---~""'-• • ~ • • ~ • ~4w--• . . rv--~-----..
·-----:-.::~,-" _;_,':: ... -
(174.14 TC)
(173.64 FS) '
(174.29 TC)
(173.79 FS) '-..
/i/ /;,-· ,/ __
-1/•' '
/'~i<'.'~--~· -----
-. _, _::.,,:::.:.·.::.:>',/'
(173.88 TC)
(173.38 FS)
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO, _____ PER CONDITION NO. __
(176.64 TC)
(176.14 FS)
(175.65 TC)
(175.15 FS)
(180.63 FG)
.-,,
(181 .65-FGf
(181 .67 TC)
• (181.29 FS)
1/30/2017
PLA"JNING DJVJSION DATE ENGN!.:ERNG DtV!SlON DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
LEGEND
I
165.22 FS
(165.22 FS)
---100---
--w------
----ss------
--FW,------
--"---;;w,------
/
EXISTING
SDP 16-24/ CDP 16-47
EXISTING CONCRETE
EXISTING PAVEMENT
CONCRETE PAVEMENT
LANDSCAPING
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING BUILDING
PROPOSED BUILDING WALL
PROPOSED CURB
FLOW LINE
PROPOSED RETAINING WALL
.PROPOSED TRENCH DRAIN
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE LINE
EXISTING FIRE LINE
PAVEMENT
AND
ATTRACTION 1111
PROPOSED RECLAIMED WATER LINE
EXISTING RECLAIMED WATER LINE
SEWER CLEANOUT
PROPOSED AREA DRAIN
,'
...
H2ll
liW
PROPOSED ATRIUM GRATE
PROPOSED FIRE HYDRANT
PROPOSED BACKFLOW PREVENTOR
RIP RAP
-------LIMIT OF GRADING
CUT/FILL SLOPE
EXISTING MANHOLE
EXIST! NG UTILITY BOX
EXISTING TREE
EXISTING LIGHT
YYTT
EXISTING RETAINING WALL
ABBREVIATIONS
FS
FS
FF
INV
TC
TG
TW
FL
HP
10
FINISHED SURFACE
FINISHED GRADE
FINISHED FLOOR
INVERT OF PIPE
TOP OF CURB
TOP OF GRATE
TOP OF WALL
FLOWLINE
HIGH POINT
0 10
GRAPHIC SCALE
SCALE: 1" = 10'
20
CT:] I CITY OF CARLSBAD 11 ~
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
GRADING PLAN
ADDRESS:
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
.
. . '"'-;-J·""•-.f
S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP -04 -GRADING SECTIONS.dwg
195
190
185
180
175
170
165
160
155
195
190
185
180
175
170
165
160
175.29TW
172.18 FG
169.82 TC
EXISTING : 169·32 TC 169.32 FS
GRADE ~ -168.82 ~S-.,....,\=-·=· ~"' .. ""."' .. ='. 9f
1+00 1+25
188
SIDEWALK
5.7
LANDSCAPE
1+50 1+ 5
PROPOSED
STRUCTURE
175.29 FS
176.77 FS
176.92 FS
34.4'
QUEUE LINE
2+00
178.00 FS
177.67 FS
.75 FF 178.75FF
178.75 FF
-
EXISTING-.--=--
GRADE
--------------------
12. 7' ,
AC PAVEMENT 89.6'
BUILDING
1+00 1+25 1+50 1+ 5 2+00
178.00 FF
.•. -
EXTENDED
FOOTING
19.0'
ALIGNMENT -A-A
HORZ. SCALE: 1 "=20'
VERT. SCALE: 1"=10'
176.33 FG
176.44 FS
22.9'
PROPOSED
STRUCTURE
178.00 FG
BUILDING SIDEWALK
50.0'
LANDSCAPE
2+25 2+50 2+75
ALIGNMENT -8-8
HORZ. SCALE: 1"=20'
VERT. SCALE: 1"=10'
(176.76 FG)
176.83 TC
176.33 FS
34.2'
EXISTING
WATER
F ATURE
2+25
17.6'
CONCRETE
PATHWAY
2+50
176.69 TC
176.19 FS
2+75
3+00
83.7'
30.0'
BUILDING
3+25
EXISTING
WATER FEATURE
3+00 3+25
=s /EXISTING
178.62 / STRUCTURE
/
--£(17373 FF) .. _,
.: -----------
14.2'
SIDEWALK
175.32 TC
174.82 FS
3+50 3+75 4+00
EXISTING~
GRADE
175.32 TC
174.82FS ----_,
/
/
/
12.7'
CONCRETE
PATHWAY
3+50 3+75 4+00
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
195
190
185
180
175
170
165
160
155
4+25 4+50
195
190
185
180
175
170
165
160
4+25
FOR PROJECT NO ____ PER CONDITION NO. __
1/30/2017
PLA.',J'NlXG DIVJSJOK DATE E:,/GNEERtNG D!V!SlOJ>," DATE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
SOP 16-24/ CDP 16-4 7
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
GRADING SECTIONS
ADDRESS
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
17 ,
, 17 ,
164,00 ,
INV
, ' 177,84 TG
,,.177AO INV
S•\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP -04 -Storm Drain Plan,dwg
/
I
I
/
.·,. . '_,, •, -, '
., . -.
' ' ;/_;· "-:.'".'.;>\',-:
06
177,84 TG
176.25 INV
178,35 TG
175,96 INV
C-----{06
177,13TG
175,60 !NV
173,39 TG
172,90 !NV•,
---------__ , ________ --------------------------------------------------
STORM DRAIN CONSTRUCTION NOTES
@ INSTALL 6'' HOPE STORM DRAIN PIPE
@ INSTALL HOPE STORM DRAIN PIPE WYE CONNECTION
@ CONNECT TO EXISTING STORM DRAIN
@ INSTALL 4" HOPE STORM DRAIN PIPE
@ NSTALL 12" STORM DRAIN AREA DRAIN IN HARDSCAPE AREA PER DETAIL 5,
SHEET 7
@ INSTALL 12" STORM DRAIN ATRIUM GRATE IN LANDSCAPE AREA PER
DETAIL 4, SHEET 7
@ INSTALL 8" HOPE STORM DRAIN PIPE
@ INSTALL 8"X6" HOPE STORM DRAIN PIPE REDUCER
@ INSTALL 6"X4' HOPE STORM DRAIN PIPE REDUCER
APPROVED
C Commercial
Development --=---Resources ?.,a,Ess,a,,,
Today's Ideas. Tomorrow's Reality. '<::-~'Q \).. A Lee. :
4121 Westerly Place #112 Newpcrt Beach CA 92660 Ji? 0 ~ ,-~"'
T94&-6'10-8997 www.CDRwest.com Ci) Q:-,c_'vf i; "'<{" ,::>,'
r..J ~ NOAiP513
a:: EXp.-·:·91/30/17
THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO, _____ PER CONDITION NO, __
1/30/2017
PLA.',/NL'IGOIVJSIOX DATE E:,./G!};EERJNG DIVJSJ0:-1 DATE AARON M, ALBERTSON RC E 65513 EXP, 9/30/17 DATE
LEGEND
I • I
[F!lHHfoiH1~ ~:,;"n~ ;;rnd
f :>,: '. ,;· ':/ '·I
I . • . • . · I
• + + + + ~ + -
165.22 FS
(165.22 FS)
---1ou---
---€D-----
------
---€S-----
SOP 16-24/ CDP 16-47
EXISTING CONCRETE
EXISTING PAVEMENT
CONCRETE PAVEMENT
LANDSCAPING
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING BUILDING
PROPOSED BUILDING WALL
PROPOSED CURB
FLOW LINE
PROPOSED RETAINING WALL
PROPOSED TRENCH DRAIN
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE, LINE
EXISTING FIRE LINE
-----i<W•-----PROPOSED RECLAIMED WATER LINE
EXISTING RECLAIMED WATER LINE
SEWER CLEANOUT <a--
Iii
...
El2l3
PROPOSED AREA DRAIN
PROPOSED ATRIUM GRATE
PROPOSED FIRE HYDRANT
PROPOSED BACKFLOW PREVENTOR
RIP RAP
YYTT
LIMIT OF GRADING
CUT/FILL SLOPE
EXISTING MANHOLE
EXISTING UTILITY BOX
EXISTING TREE
EXISTING LIGHT
EXISTING RETAINING WALL
ABBREVIATIONS
FS
FS
FF
INV
TC
TG
TW
FL
HP
FINISHED SURFACE
FINISHED GRADE
FINISHED FLOOR
INVERT OF PIPE
TOP OF CURB
TOP OF GRATE
TOP OF WALL
FLOWLINE
HIGH POINT
GENERAL NOTES
UTILITY PIPE TRENCHING TO BE
CONSTRUCTED PER DETAIL 7, SHEET 7
20 0 20
GRAPHIC SCALE
SCALE: 1"= 20'
40
I SH~ET 11 CITY OF CARLSBAD 11 SH~ETS I
DEVELOPMENT PERMIT FOR:
LEG OLAND -DS18
STORM DRAIN PLAN
ADDRESS:
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
~
,.;-iWATER '
Lcj~
2 "WATER
LINE
GAS
LINE
S1
C1
L-J LI NE --------..._ ·
' ' 0, ··~. '-•~ .. ,_-
,.;:')FIRE/
~HYDJ9ANJ
' i
--,.~.~.:::~~~/~/.,~>
/ ,/
-----"'·--
I
I I
I I
I r-J
I I
L...J'
S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP -05 -Utility Plan.dwg
j
j i . COMM.r:j7 ~LcJ
•
8" WATE 1
LINE
IRRIGATION':27
LINE L::LI
L2
EX. IRRIGATION
LINE TERMINATES AT EX.
METER CONTROL BOX
•
()
•
PRIVATE WATER CONSTRUCTION NOTES
8 INSTALL 6" PVC WATER MAIN
8 CONNECT TO EXISTING WATER MAIN
@ CONNECT TO PROPOSED BUILDING
8 REMOVE EXISTING WATER MAIN
PRIVATE FIRE WATER CONSTRUCTION NOTES
® INSTALL 6" PVC FIRE LATERAL
@ CONNECT TO PROPOSED BUILDING FIRE SPRINKLER SYSTEM
® CONNECT TO EXISTING WATER MAIN
® NEW LOCATION OF RE-LOCATED FIRE HYDRANT
PRIVATE SEWER CONSTRUCTION NOTES
@ INSTALL 4" PVC SEWER LATERAL
@ CONNECT TO PROPOSED BUILDING
@ CONNECT TO EXISTING SEWER MAIN
PRIVATE IRRIGATION CONSTRUCTION NOTES
@ INSTALL IRRIGATION LINE PER SEPARATE LANDSCAPING PLAN
@ CONNECT TO EXISTING LINE
COMMUNICATION CONSTRUCTION NOTES
@ RELOCATE EXISTING COMMUNICATION LINE PER SEPARATE PLAN
ELECTRICAL CONSTRUCTION NOTES
® INSTALIL ELECTRICAL LINE PER SEPARATE PLAN
@ INSTALL SWITCHBORAD AND TRANSFORMER PER SEPARATE PLAN
@ INSTALL PIV SWITCH PER SEPARATE PLAN
@ INSTALL GENERATOR PER SEPARATE PLAN
GAS CONSTRUCTION NOTES
@ RELOCATE GAS LINE PER SEPARATE PLAN
DEMOLITION NOTES
E] PROTECT IN PLACE
0 REMOVE
0 RELOCATE ITEM
GENERAL NOTES
ALL COMMUNICATION, ELECTRICAL, GAS, AND IRRIGATION
CONSTRUCTION NOTES ON THIS PLAN ARE FOR
REFERENCE ONLY FINAL DESIGN ARE PER SEPARATE
PLANS.
APPROVED
THJS 15 THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO, ____ PER CONDITION NO, __
1/30/2017
:CC,c'CCANC::K:CCr.,.;GC';:D:;;;,V;;:;,s;;:;:o,,------;cDC::::,ATE ENGIC'/1::ERING DIVJSJON DAIT AARON M. ALBERTSON R.C.E 65513 EXP. 9/30/17 DATE
LEGEND SOP 16-24/ CDP 16-47
I EXISTING CONCRETE
EXISTING PAVEMENT
CONCRETE PAVEMENT
LANDSCAPING
165.22 FS
(165.22 FS)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
EXIST! NG CONTOUR
---10,0----PROPOSED CONTOUR
EXISTING BUILDING
PROPOSED BUILDING WALL
PROPOSED CURB
FLOW LINE
PROPOSED RETAINING WALL
PROPOSED TRENCH DRAIN
PROPOSED STORM DRAIN
--w-----
--OS----
--FW-----
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SEWER LINE
PROPOSED FIRE LINE
EXISTING FIRE LINE
----SW----PROPOSED RECLA MED WATER LINE
EXISTING RECLAIMED WATER LINE
SEWER CLEANOUT
1111 PROPOSED AREA DRAIN
ll2B
~
PROPOSED ATRIUM GRATE
PROPOSED FIRE HYDRANT
PROPOSED BACKFLOW PREVENTOR
RIP RAP
-----
YYTT
LIMIT OF GRADING
CUT/FILL SLOPE
EXISTING MANHOLE
EXISTING UTILllY BOX
EXISTING TREE
EXISTING LIGHT
ABBREVIATIONS
FS FINISHED SURFACE
FS FINISHED GRADE
FF FINISHED FLOOR
INV INVERT OF PIPE
TC TOP OF CURB
TG TOP OF GRATE
TW TOP OF WALL
FL FLOWLINE
HP HIGH POINT
GENERAL NOTES
UTILllY PIPE TRENCHING TO BE
CONSTRUCTED PER DETAIL 7, SHEET 7
20 0 20
GRAPHIC SCALE
SCALE: 1"= 20'
40
w I CITY OF CARLSBAD I~
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
UTILITY PLAN
ADDRESS:
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP • 06 -Details.dwg
1RENCH l:'/lD1H AT TO? Or lRENC,'-l VARlE5
w r;
N
\
TOP Of BACKFlll TO BE ·SA.Mt jt
AS· ORlGINAL GROUND ANO-M.ATCH
ADJACENT UNDISTURBED GROUND
£; \ \ ~-+:--'-----------t-//
\\ '. 1· / \ I ,. ! l / \ . \ [ I /
\..--6 l ! -~
\ ,. f -----l!)b)(IMUM ALLOWABLE
\ -1 ) r / SLOi:>E OJ:'." EXCAVATION ! ( j PE. R REQUIREMENTS OF ,---','' ~ J. _; CAL/OSHA
IJ.JARl(l~C TApii:/ / I
I • " -~ +-~-_i_ ___ ,_--'-------~
BACKFILL rR!:J.!CH
lJN WJ H NAHVE EARTH 8ACKFJLL OR
IMPORTED MAT5F<tAL
9'0% RELATIVE COMPATION"
l{)? OF PIPE
w
$ 0
"(DBACKFllL PIPE BASE
AND PIPE ZONE \IWfH
IMPORTED SAND N• 0
w ~
SPR!NGUf.lE 90~ fil:LA1lV£ COMPATJON
i E +------
b BEDDING
P!PE DIAMETER ' MIN
lA ·THR'"".....UCH 8~ s"
A '" 1HRQUGH 16 a
.1 THRn GH 74 JO
2 THROU-GH ~6 ,2
--,--~µ"'l:""'-,IL=----~1 I
• HAUNCHING ~m--r~
A ?lPE 00 A
lRENCH W!OT}J !!.! PIPE ZOJ4£
MAX. i
I S" I
' '2
1• ' t 24
LIMITED
•rN PAVED .AREA. TRENCH ZONE
SHA!.[ BE COMPACTED TO 9.5% M!N-_
NO SCALE
rTEM DESCRIPTION S:PEC· DWG
BEDO[,NG AND -BACKFILL MATER!AL f SECT 02223
REV. 'APPROVED IDATE CARLSBAD.MUNICIPALWATER DISTRICT
TYPICAL TRENCH SECTIQN
WITH DIMENSIONS AND
COMPACTION ZONES
TflENCH ZONE
lRENCH
MOTH
INI/ERT.
. ~ l _~, (BEDDING) ti. 4 ~~,.,,,-_-;;,,.,,
4'" MIN.. TO 8~ MAX. SEN£AJH Pl?E-
01 MIN.NEAL,
WHICHEVER is· GREAlER. P.V.C. PIPE
PIPE ZONE
~,
" TRHICH IV!DTh -s
~r
NOTES:
1. ?~TAGES SliOl>M E®AL MIN•l.lUM RRATIVE .COM?'ACTION.
Z, MINlt.lUM tl9'T!-i Of COvt:fl· FROM
ToP OF PIPE TO F!NISl-f GRAnE
FOR ALL SANITARY ~ J~AUXllDNS SHA!.!. ~ 3 F"t.ET.
FOR COVEFl LESS THAN 3', -S?ECIAL OESIC-# Jd'li>"Jf'P'ROVAL -'RE:QI.JJREO.
.l. :,i::<_n.CH ZuNr 8A0-:'1L'.. SHAU. 9£ PF.Fl Sl"C"i!Qt,I
0222.J. i'IO !'IOCKS LARGER THAN 4" IN .ANY
Oli.!EN:SlON 'Ml.t SE AlLOWC:o lN BACJ<fll.L ~HALT
OR OONORE'.TE: CI-IUNKS WIL!_ NOT BC 1,1,LO\IEt;,
~ 1,,,.
1!41N.
PIP
0:0.
REV~ APPROVED DATE CITY OF CARISBAD
PIPE BEDDING AND TRENCH
BACKFILL FOR SEWERS
UTILITY PIPE BEDDING DETAIL
NOT TO SCALE
Cl1Y ':NGIN
·SIJPF'Lt'-IENTAL
STANOARQ NO:
'l
S-5
C)
NDS 1290 ATRIUM GRATE
OR APPROVED EQUAL--
SEE LANDSCAPE PLANS
FINISH GRADE
GRATE ADAPTOR
4" DRAIN LINE
/~----TIE INTO MAIN DRAIN LINE
4" ATRIUM DRAIN
NOT TO SCALE
3
AREA DRAIN
NOT TO SCALE
ALHAMBRA FOUNDRY FRAME &
COVER A-1240 OR EQUIVALENT
TOP OF PAVEMENT
OR GROUND SURFACE
STANDARD RUBBER PLUG--J
SIZE OF VERTICAL
RUN TO BE 4"MIN
1 /8 BEND --t---11
WYE
' <O
USE 45' ELLS, 90' SWEEP ELLS
OR 45' WYES (GLUE FITTING TO PIPE)
CD
@
C)
1% MIN. SLOPE TO DRAIN, TYP.
4" DIA. AREA DRAIN GRATE,SEE
ARCHITECTURAL PLANS FOR
MATERIAL AND COLOR FINISH
4" DIA. PVC RISER
(LENGTH AS REQUIRED)
@) TOP OF PAVING
@ SINGLE OR DOUBLE ENTRY
@ 4" DIA. RIGID DRAINLINE
(9
rRIM ELEVATION
/ SEE PLAN
3 1/2" MAX
B"(TYP)
3000 PSI CONCRETE
STANDARD RUBBER PLUG
__..:;.,--UNDISTURBED EARTH ~-~-~-~--'~--c'
"'-INVERT ELEVATION
SEE PLAN
CONCRETE "SEWER" CAP BROOKS# 1RDSC
CONCRETE YARD BOX BROOKS# 1 RD
4" PVC RAISED PLUG SPEARS # 450-040
4" PVC SXFIP SPEARS# 435-040
STORM DRAIN/SEWER CLEANOUT
NOT TO SCALE
6
SOP 16-24/ CDP 16-47
EXPANSION JOINT PER OTHER DETAILS. LOCATE
WHERE SHOWN ON PLANS AND AT ALL
PERIMETER AREAS WHERE PAVEMENT ABUTS
BUILDINGS, WALLS. COLUMNS, OR OTHER FIXED
OBJECTS.
4" THICK PCC CONCRETE PAVEMENT.
COLOR & FINISH PER PLAN.
#3 REBAR ON 18" GRID EACH WAY
(MIN), MID-HEIGHT IN SLAB
2" MIN· 4" MAX DEEP LAYER OF
GLEAN SAND OR CLEAN CRUSHED
GRAVEL WI SAND EQUIVALENT OF
30 OR GREATER. MAY BE OMITTED
OR REDUCED IN NON-EXPANSIVE,
WELL DRAINED SOILS IF APPROVED
BY SOIL ENGINEER. --
UPPER 18" OF SUBGRADE --T➔ ' 11 I l=111lli=111b MOISTURE CONDITIONED AND -. . . . ..
COMPACTED MIN. 95%.
SUBGRADE SHALL BE
INSPECTED AND APPROVED BY
SOIL ENGINEER PRIOR TO
POURING CONCRETE. SECTION 8" OR PER SlRUCTURAL
DETAILS AT RAILINGS.
CONCRETE PAVEMENT
(MATERIAL, FINISH AND COLOR
PER LANDSCAPE PLANS)
NOT TO SCALE
WALL OR OTilER
ADJACENT OBJECT.
THICKENED EDGE.
C)
CAST IN PLACE CONCRETE CURB,
COLOR PER PLAN. SMOITTH
TROWELED RNISH
6• 112" TOOLED t , RADIUS (TYP)
EXPANSION JOINTWHERE -----~
INDICATED PER PLANS. I/ lE;·oo
PAV"TFINISHEDSURFAGE~•• +" "ACTUAL CURB HEIGHT SHALL •
BE PER GRADING PLAN. <O
PAV'T PER OTIJER
DETAILS
UPPER 18"OF
SUB-GRADE MOISTURE
CONDITIONED TO
OPTIMUM AND
COMPACTED TO MIN.
95%
,d, ••
6"X6" CONCRETE CURB
NOT TO SCALE 8
NDS,INC.
851 NORTH HARVARD AVE
LINDSAY. CA 93247
TOLL FREE: HI00-726-1994
PHONE: (559) 562-9888
FAX: (559) 562-4488
www.ndspro:com
14' F----MIN. SA.Wa.JT-----;,r •·7 r:::··
USE ONLYDORAStOPE Cl.ASS 'Aw& ,r
GAATESWITifmlSAOPI..ICATION.
SECTIOO AT IJURASLOPE CHANNEL
NEW FELT EXPANSION JOINT
~
' 1/-: y)I h :>v-~W,
113 OR #4 REBAR-STAKE SUSPOOON
METHOD. LENGTI-1.0FSTAKEWILi VAF(f
WITH SLOPE•:OF DRAIN.
NOTES:
. .
1. CHANNEI...S TO BE.INST All.ED WJTH BlANK GRATE. GRATE TO BE f'ROTECTED FROM CONCRETE FOUR (00\IER HCX.ES Wl1H TAPE).
2. INSTALIATIOIII TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS·SPECIFlCATIONS.
3. DONOTSCAI..EDRAWING.
4. THIS.DRAWING IS INTENDED FOR USE SY ARCHITECTS, ENG"8;RS. CON"TRACTORS, CONSULTANTSAND DESIGN
PROFE~IONAf.S FOR Pl.ANNING Pl.lRPOOES ONLY,
5. .ALL INFORMATION CONTAINED HEREIN WJS CURRENT AT 1HE TIME OF DEVELOPMEl'IT BUT MUST BE REVIEWED AND-APPROVED
BYlHE PROOUCT MANUFACTURER TO BE.CONSIDERED ACCURATE.
DURA SLOPE TRENCH DRAIN SYSTEM
DURA SLOPE INSTAl.lATJON DETAR.-· Cl.ASS 'A' & 'B' 4' ENCASEMENT, SIJSPENSIO'N METI--100 WI ASPHALT
REVISION DATE ~5
6" NOS DURA SLOPE TRENCH DRAIN
NOT TO SCALE C)
£ I SH7EET II CITY OF CARLSBAD II SH~ETS I
Commercial . .
Development
Resources "'-"-o-=f=Es:-:s'"", a'""~ c:/" DEVELOPMENT PERMIT FOR:
LEGO LAND -DS18
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NQ. _____ PER CONDITION NO. __
Today's Ideas. Tomorrow's Reality. ~",J ~ '\I'-· A L8e. _/:~
4121 Westerly Place #112 NewpOOB(lljCh CA92660 f:, C) ,!;~ "k_
T949--610-8997 w,w,·.CDRweITT.com !::! ~ ,,<f' u'l
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--~h CIVIL ~...._"t-
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DETAIL SHEET
ADDRESS:
1 LEGOLAND DRIVE
1/30/2017 CARLSBAD, CA 92008
PLAN:-iNG DJVISION DATE ENGINEERJNG DfVlSTON DATE AARON M. ALBERTSON RC.E. 65513 EXP. 9/30/17 DATE
------------
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT: _______ FROM: ___ _
AT (TEL.NO.)
2. DEVICES SHO-~W~N~O~N~C~ITY=A~P~P~R~o~v=Eo PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE APPROVAL OF THE ENGINEERING INSPECTOR.
3 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%%%).
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 'j INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL
BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING
RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125%%% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT
THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE
STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO
BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN
AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE
WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED
AS A 40%%% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAS1]. ON
REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS
CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS
SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES
THAT HAVE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO
THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A
PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE
NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT
COMPLETED. BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS
ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO
INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUTTl-fE PROJECT SITE
THROUGHOUT THE YEAR WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO
A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION,
TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR
REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE
OF A BMP INDICATES ITWAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH !TWAS
USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE
IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER
POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED
STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN
BY THE NATIONAL WEATHER SERVICE). IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND
INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER
CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER
ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40%%% CHANCE OF RAIN), THEN THE
NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND
PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT
FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT
PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT
DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM
EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS
DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE
PURPOSES OF "WEATHER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND
WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
OWNER CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST
MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE
MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS
SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO
CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT
THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION
WORK IS COMPLETE ANO SIGNED OFF BY THE CITY OF CARLSBAD.
OWNER(S)/ OWNER'S AGENT NAME (PRIN1] DATE
OWNER($)/ OWNER'S AGENT NAME (SIGNATURE) DATE
S:\ProJects\2016\16005_Legoland2018_Carlsbad CA\Des,gn\GP -06 -SWPPP TITLE SHEET.dwg
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
EROSION CONTROL HYDROSEEDING, 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 61 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.
3. 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 ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND I 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.
1. 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 RATE 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 RA TE 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.
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 COVERING
SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND AUL BONDS
RELEASED.
2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR
HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN SLOPE IS BROUGHT %%UEACH TO
GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE
OF GRADING SLOPES (90%%% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE
STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE
PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE
CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR
AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE
WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND
IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK.
AREA OF DISTURBANCE
AREA OF DISTURBANCE 28,630 SF
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK
INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE
SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIUGRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS AND SLOPE KEYWAYS)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX):
Jg HIGH □ MEDIUM
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
EROSION CONTROL BMPS SEDIMENT CONTROL BMPS TRACKING NON-STORM WATER CONTROL MANAGEMENT BMPS
BEST MANAGEMENT PRACTICE*
(BMP) DESCRIPTION ➔
CASQA DESIGNATION ➔
CONSTRUCTION ACTIVITY
)c GRADING/SOIL DISTURBANCE
':le TRENCHING/EXCAVATION
STOCKPILING
DRILLJNG/BORING
)( CONCRETE/ASPHALT SAWCUTTING
CONCRETE FLATVVORK
PAVING
CONDUIT/PIPE INSTALLATION
S1 UCCO/MORTARWORK
")( WASTE DiSPOSAL
STAGING/LAY DOWN AREA
EQUIPMENT iVIAINTENANCE AND FUELING
HAZARDOUS SUBSTANCE USE/STORAGE
DEWATERING
SITE ACCESS ACROSS DIRT
OTHER (LIST)·
INSTRUCTIONS:
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1. CHECK THE BOX TO THE LEFT OF ALL APPLICABLE CONSTRUCTION ACTIVITY (FIRST COLUMN) EXPECTED TO OCCUR DURING CONSTRUCTION.
2. LOCATED ALONG THE TOP OF THE BMP TABLE IS A UST OF BMP'S WITH IT'S CORRESPONDING CALIFORNIASTORMWATER QUALITY ASSOCIATION (CASQA) DESIGNATIOI\: NUMBER
CHOOSE ONE OR MORE BMPS YOU INTEND TO USE DURING CONSTRUCilON FROM THE UST. CHECK THE BOX WHERE THE CHOSEN ACTIVITY ROW INTERSECTS W!TH THE BMP COLUMN.
3. REFER TO THE CASQA C:ONSTRUCTION HANDBOOK FOrl !~FORMATION AND DETAILS OF THE CHOSEN BMPS AND HOW TO APPLY THEM TO THE PROJECT.
LEGEND
DESCRIPTION CASOASTD.
DIRECTION OF DRAINAGE
STABILIZED CONSTRUCTION ENTRY TC-1
GRAVEL BAGS (SINGLE ROW)
INLET PROTECTION
AREA DRAIN
CONCRETE WASHOUT
MATERIAL STORAGE AREA
SANITARY FACILITIES
WASTE STORAGE AREA
SOIL STOCKPILE
LANDSCAPE STOCKPILE
MATERIAL STOCKPILE
EQUIPMENT STORAGE
SE-10
WM-8
WM-1
WM-9
WM-5
WM-3
WM-3
WM-1
HAZARDOUS MATERIAL STORAGE WM-6
CLEANUP MATERIALS
CONSTRUCTION TRAILER
---SF -----SILT FENCE
·=· GRAVELBAGS
---x---CONSTRUCTION FENCE
SYMBOL
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1><1
CIVIL ENGINEER
COMMERCIAL DEVELOPMENT RESOURCES
4121 WESTERLY DRIVE, SUITE 112
NEWPORT BEACH, CA 92660
TEL: 949-825-5222
CONTACT: AARON ALBERTSON
PRINCIPAL
EMAIL: AALBERTSON@CDRWEST.COM
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO PERCONDITJONNO. __
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WASTE MANAGEMENT AND MATERIALS
POLLUTION CONTROL BMPS
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OWNER/DEVELOPER
LEGOLAND CALIFORNIA
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
TEL: 760-918-5300
CONTACT: CHRIS BRZEZICKI
PROJECT MANAGER
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EMAIL: CHRISTOPHER.BRZEZICKI@
MERLINENTERTAINMENTS.BIZ
ARCHITECT
ETHOS ARCHITECTURE
24542 CREEKVIEW OR.
LAGUNA HILLS, CA 92653
TEL: 949-412-3556
ISDP 16-24/ CDP 16-47
CONTACT: SCOTT HOLCOMB
PRINCIPAL
EMAIL: SCOTTH@ETHOSARCH.COM
~II CITYOFCARLSBAD I~
1/30/2017
DEVELOPMENT PERMIT FOR:
LEGOU\ND -DS18
SWPPP TITLE SHEET
ADDRESS:
1 LEGOU\ND DRIVE
CARLSBAD, CA 92008
PL..AN"ff',G DlVJSJON DA TIS ENG NEERING OJVJSTOJ\ D,\TE AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
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APPROVED
THIS JS THE APPROVED TENTATIVE MAP/SITE PLAN
FOR PROJECT NO, _____ PER CONDITION NO. __
SOP 16-24/ CDP 16-47
EROSION CONTROL NOTES
SE-4, GRAVEL BAGS, SEE DETAIL 3, SHEET 8. (1)
0 NS-10, CONSTRUCTION ENTRANCE;VEHICLE TRACKING
PAD. SEE DETAIL 2, SHEET 8.
EC-4, STABILIZE GRADES GREATER THAN 3' IN HEIGHT
SE-1, SILT FENCE SEE DETAIL 4, SHEET 8
SE-10, STORM DRAIN INLET PROTECTION, SEE DETAIL 1,
SHEET 8
LEGEND
DESCRIPTION CASQASTD.
DIRECTION OF DRAINAGE
STABILIZED CONSTRUCTION ENTRY
GRAVEL BAGS (SINGLE ROW)
INLET PROTECTION
AREA DRAIN
CONCRETE WASHOUT
MATERIAL STORAGE AREA
SANITARY FACILITIES
WASTE STORAGE AREA
SOIL STOCKPILE
LANDSCAPE STOCKPILE
MATERIAL STOCKPILE
EQUIPMENT STORAGE
TC-1
SE-10
WM-8
WM-1
WM-9
WM-5
WM-3
WM-3
WM-1
HAZARDOUS MATERIAL STORAGE WM-6
CLEANUP MATERIALS
CONSTRUCTION TRAILER
--SF-----SILTFENCE
·=· GRAVELBAGS
---x ---CONSTRUCTION FENCE
* CONTRACTOR IS TO UPDATE S.W.P.PP WALL MAP ]THIS EXHIBl1]
TO REFLECT ACTUAL BMP LOCATIONS
EFFECTIVE SOIL COVER MUST BE EMPLOYED FOR INACTIVE AREAS
WHICH INCLUDES ALL FINISHED SLOPES, OPEN SPACE, UTILITY
BACKFILL, AND COMPLETED PADS. INACTIVE AREAS OF
CONSTRUCTION ARE AREAS THAT HAVE BEEN DISTURBED AND ARE
NOT SCHEDULED TO BE RE-DISTURBED FOR AT LEAST 14 DAYS .
20 0 20
GRAPHIC SCALE
SCALE: 1" = 20'
SYMBOL
MW
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ITJI CITY OF CARLSBAD II~
DEVELOPMENT PERMIT FOR:
LEGOLAND -DS18
EROSION CONTROL PLAN
ADDRESS:
1/30/2017
1 LEGOLAND DRIVE
CARLSBAD, CA 92008
PLA'mJNG OIVJSIO::-: DATE ENGNEERNG DtVISIO"J D'-' AARON M. ALBERTSON R.C.E. 65513 EXP. 9/30/17 DATE
EXISTING
ATTRACTION
PIV #1.1
CURB AND GUTTER WITH
Cl.EAR ACCESS TO FIRE
EQUIPMENT
ISOLATES STAND PIPE 1 elEDU ED
PRESSURE
ASSEMBLY FDC #1
SERVES ?IV #1.1 AND #1.2
P!V #i.2
ISOL',TES STAND PIPE 2
FOC#2
SERVES PROPOSED
BUILDING
RELOCATE
FIRE HYDRANT
1so· Hos-
PULL
PROPOSED
CURB
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ELECTRICAL
TRANSFORME
EXISTING
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EXISTING
RESTROO
EXISTING
PATHWAY
EXISTING
ATTRACTION
S:\Projec".s\2016\16005_Legoland2018_Carlsbad CA\Design\FM -01 -Fire Master Plan,dwg
EXISTING
ROADWAY
150' HOSE
PULL
PROPOSED
RETAINING
WALL
PROPOSED
BUILDING
110' HOSE
PULL
15D'HOSE
PULL
PROPOSED
SITE FENCE
WiTHGATE
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EXISTING
ATTRACTION
#1 WEI
STANDPIPE
EXISTING
PATHWAY
EXISTING
ROADWAY
EXISTING
ATTRACTION
EXISTING
BUILDING
EXISTING
ATTRACTION
FIRE
---··--·~
MASTER PLAN
LEGOLAND
JD-18
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ENGINEER OF WO?:K REVISION DcSCRIPTION
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FOR REFERENCE ONLY: 04/19/2017
VICINITY
OF OCEANSIDE
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MAP
PROJECT
S!TE
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CITY OF VISTA
PACIFIC
OCEAN
IN:nA!...
LEGEND
0
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CITY OF ENCINITAS
FIRE mucK ACCESS
FIRE HOSE PULL
PROPOSED FrRE HYDRA.NT
PROPOSED DUAL WET STANDPIPES
PF=10POSED FlRE DEPARTMENT CONNECTION
PROPOSED POST INDICATOR VALVE
REDUCED PRESSURE ASSEMBLY
FIRE NOTE
1, CONSmUCTION TO MAJNTAIN FIRE ACCESS TO STRUCTURES
I s~1ET I
RCE
30 0 30
E--111r• I
GRAPHIC SCALE
SCALE: 1"= 30'
"AS BUILT"
EXP.
REVIEVVED BY:
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I FIRE PLAN FOR:
50
i
DATE
DATE
SHEETS
01
I LEGOLAND -JD18 -DARK RIDE
iCDP 16-47 I
IGR 2017-00111 FIRE MASTER PLAN
DEV 2016-0029 I
APPROVED: JASON S. GELDERT
CITY ENGINEER ACE 63912 EXPIRES 9/30/18 DATE
OWNBY: PROJECT NO. DRAWING NO.
CHKD BY:
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NOTES:
E)
ALL TREES BORDERING DESIGNATED FIRE LANES SHALL BE MAINTAINED
SO THAT THEIR LOWEST BRANCHES ARE 13'-6" CLEAR OF THE FINISHED
PAVE SURFACE OF THE FIRE LANE.
DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORTS FLIGHT
ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR
AIRPORT
EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY
DEAD/MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL
REQUIREMENTS.
STATEMENT OF COMPLIANCE
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION
PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND
WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN
IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL
AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING
CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS
THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.
01/31/17
DATE
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ELEMENT
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PLANT LEGEND
SYMBOL PLANT
CALLOUT
TREES
BOTANICAL NAME
FICUS M. 'GREEN
GEM'
FICUS RUBIGINOSA
PHOENIX
DACTYLIFERA
'MEDJOOL'
SYAGRUS HYBRID
'COCONUT QUEEN'
TAXODIUM
MUCRONATUM
COMMON NAME
GREEN GEM
INDIAN LAUREL
RUSTYLEAFFIG
MEDJOOL DATE
PALM
COCONUT
QUEEN PALM
MONTEZUMA
CYPRESS
SHRUBS ANO GROUNDCOVERS
ED
0
0
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ALO
STR
BAM
TEX
CAR DIV
GAE
MEX
CAL
HAE
CAN
'TRO'
CAR
PRA
CAR
'GC'
CHO
TEC
CYC
REV
DIA
'LR'
DIE
VAR
LOM
'BRZ'
MYR
COM
OTA
ACU
PHI
XAN
RHA
EXC
SEN
MAN
TRA
JAS
8841 RESEARCH OR
SUITE 200
IRVINE· (A 92618
949.387.1323
RIDGELA.COM
ALOE STRIATA CORAL ALOE
BAMBUSA TEXTILIS WEAVER'S
BAMBOO
CAREX DIVULSA BERKELEY
SEDGE
CAESALPINIA MEXICAN BIRD
MEXICANA OF PARADISE
CALLIANDRA PINK POWDER
HAEMATOCEPHALA PUFF
CANNA 'TROPICANA' CANNA LILY
CAREX CALIFORNIA
PRAEGRACILUS FIELD SEDGE
CARISSA M. 'GREEN DWARF NATAL
CARPET PLUM
CHONDROPETALUM CAPE RUSH TECTORUM
CYCAS REVOLUTA SAGO PALM
DIANELLA 'LITTLE LITTLE REV
REV FLAX LILY
DIETES VARIEGATA VARIEGATED
FORTNIGHT LILY
LOMANDRA 'BREEZE' DWARF MAT
RUSH
MYRTUS COMMUNIS DWARF MYRTLE 'COMPACTA'
OTATEAACUMINATA MEXICAN
AZTECORUM WEEPING
BAMBOO
PHILODENDRON XANADU
'XANADU' PHILODENDRON
RHAPIS EXCELSA LADY PALM
SENECIO BLUE CHALK
MANDRALISCAE STICKS
TRACHELOSPERMUM
JASMINOIDES STAR JASMINE
"AS-BUILr
LA. EXP.
REVIEWED BY:
INSPECTOR
SIZE
48"
BOX
48"
BOX
25' BTH
36"
BOX
36"
BOX
5GAL
24"
BOX
1 GAL
15 GAL
15 GAL
ON
RACK
5GAL.
1 GAL.
5GAL
5GAL
15 GAL
5GAL
5GAL.
1 GAL
15 GAL
15 GAL
5GAL.
15GAL
4"
POTS
1 GAL
DATE
DATE
SPACING
PER
PLAN
PER
PLAN
PER
PLAN
PER
PLAN
PER
PLAN
24"0.C.
36" O.C.
24"0.C.
PER
PLAN
48"0.C.
40"0.C.
24"O.C.
24"0.C
60"0.C.
PER
PLAN
18"0.C.
40"0.C.
40"0.C.
48" O.C.
60"O.C.
36"0.C.
60"0.C.
8"0.C.
24"0.C.
QTY. WUCOLS
4 LOW
4 MOD
3 LOW
12 MOD
6 MOD
135 LOW
11 MOD
189 LOW
9 LOW
17 MOD
45 MOD
280 LOW
174 MOD
47 LOW
58 MOD
248 LOW
37 LOW
83 LOW
84 LOW
12 MOD
19 MOD
22 MOD
465 LOW
89 MOD
CANNON RD
EXISTING TREE LEGEND
SYMBOL
0
fl>
0
BOTANICAL/ COMMON NAME
ARBUTUS UNEDO /
STRAWBERRY TREE
CERCIS CANADENSIS I
EASTERN REDBUD
CUPANIOPSIS ANACARDIOIDES I
CARROTWOOD
0 DURANTAVARIEGATAI
VARIEGATED SKY FLOWER
0 FICUS M. 'GREEN GEM' I
GREEN GEM INDIAN LAUREL
0 GINGKO BILOBA/
MAIDENHAIR TREE
PROJECT
SITE
SDP 16-24 /CDP 16-47
APPROX.
AREA OF
WORK
VICINITY MAP EB
SYMBOL
0
0
(i)
0
0
0
SCALE: NOT TO SCALE
BOTANICAL/ COMMON NAME
LAGERSTROEMIA INDICA I
CRAPE MYRTLE
PINUS SPP. I
PINE TREE
PLATANUS RACEMOSAI
CALIFORNIA SYCAMORE
QUERCUS SPP. I
OAK TREE
QUERCUS SHUMARDII /
SHUMARD RED OAK
TAXODIUM MUCRONATUM I
MONTEZUMA CYPRESS
~:,,: EXISTING SHRUBS, VINES AND GROUNDCOVERS
NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE.
THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AND EXISTING TREE THAT IS TO BE REMOVED.
LANDSCAPE SITE CALCULATIONS
TOTAL SITE AREA
NEW LANDSCAPE AREA
EXISTING LANDSCAPE AREA
TOTAL LANDSCAPE AREA
PERCENTAGE OF SITE LANDSCAPED
67,303 SF
9,980 SF
8,939 SF
18,919 SF
28.1%
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER
ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
CITY OF CARLSBAD
PLANNING DIVISION
DATE BY DESCRIPTION APP'D
REVISIONS
CONCEPTUAL LANDSCAPE PLAN
LEGOLAND
JURASSIC DNE
CARLSBAD, CALIFORNIA 92008 I APPROVED
PLANNING DATE
DWN BY RLA PROJECT NO. DRAWING NO.
CHKD BY RLA CDP 16-047
FIELD BY SDP 16-024 XXX-XX
----------------------------------
SLOPE RE-VEGETATION NOTES
SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED
HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING
STANDARDS:
A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING:
• COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK
GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD
FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO
APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RA TE AND
MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30)
DAYS.
• TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE
CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE
MANUFACTURER.
• REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING
OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR
REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR.
B. STANDARD #2 -GROUND COVER
• ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A
GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING
CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED
MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR).
C. STANDARD #3 -LOW SHRUBS
• LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4
INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF
THE SLOPE FACE (AT MATURE SIZE).
D. STANDARD #4 -TREES AND/OR LARGE SHRUBS
• TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1
GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED
(200) SQUARE FEET.
SLOPES -6:1 OR STEEPER AND:
A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR
STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR EROSION
CONTROL MATTING).
B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL
MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). #2 AND #3.
C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION
CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). #2, #3
AND#4.
AREAS GRADED FLATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP) WITH
TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING
CONDITIONS:
A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6
MONTHS OF COMPLETION OF ROUGH GRADING.
B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY.
C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE
SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT.
LANDSCAPE PLANTING -GENERAL NOTES
1. A COMBINATION OF TREES, SHRUBS, ORNAMENTAL GRASSES, VINES, GROUNDCOVERS, AND
TURF WILL BE IN CORPORA TED TO COMPLY WITH AND COMPLIMENT THE CHARACTER AND
INTENT OF THE CARLSBAD RACEWAY BUSINESS PARK SPECIFIC PLAN, COMPLIMENT THE
ARCHITECTURAL CHARACTER THROUGHOUT THE PROJECT SITE, ENHANCE PEDESTRIAN
AND VEHICULAR CIRCULATION, FACILITATE THE APPROPRIATE PROJECT PROGRAM
ELEMENTS, AND RESPECT THE EXISTING LANDSCAPE
2. THE PLANTINGS SHALL PROVIDE A YEAR-ROUND AESTHETICALLY PLEASING EXPERIENCE
3. THE USE OF DROUGHT-TOLERANT PLANTS WILL BE UTILIZED AS MUCH AS PRACTICAL IN AN
EFFORT TO CONSERVE WATER AND PROVIDE A SUSTAINABLE, LOW MAINTENANCE
LANDSCAPE.
4. SAFETY FOR THE USERS, AND MAINTENANCE PERSONNEL, AND THE GENERAL PUBLIC WILL
BE THE PRIMARY CONSIDERATION FOR ALL PLANTING DESIGN ELEMENTS, POTENTIAL
PUBLIC EXPOSURE TO THORNS AND PROXIMITY TO BEE ATTRACTING PLANTINGS WILL BE
FACTORS IN THE SELECTION PROCESS.
5 PLANT MATERIALS SHOWN ON THE PLAN ARE APPROPRIATE SUGGESTIONS ONLY FOR THIS
STAGE OF DESIGN. PLANT MATERIALS WERE SELECTED FOR THEIR LOW-WATER DEMAND
FOR MOST AREAS, FINAL SELECTIONS AND EXACT LOCATIONS FOR THE FINAL PLAN ARE TO
BE DETERMINED BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE PLANNING
DIRECTOR AT FINAL DESIGN, IN ACCORDANCE WITH THE PERCENTAGES REPRESENTED ON
THIS CONCEPT PLAN.
6. THE SITE SHALL BE IRRIGATED WITH A PERMANENT AUTOMATICALL ¥-CONTROLLED
UNDERGROUND IRRIGATION SYSTEM THAT WILL COVER ALL NEWLY INSTALLED VEGETATED
AREAS TO SUSTAIN AND PROMOTE HEALTHY GROWTH.
7. THE IRRIGATION DESIGN AND EQUIPMENT SPECIFIED SHALL INCORPORATE PROVEN WATER
AND SOIL CONSERVATION METHODS AND PRINCIPLES THAT ARE A CURRENT STANDARD IN
THE PROFESSION, SUCH AS (YET NOT ALL INCLUSIVE), AN AUTOMATIC IRRIGATION
CONTROLLER WITH MULTIPLE DAILY RUN TIMES AVAILABLE FOR EACH STATION,
CONTROLLER DURING RAINY PERIODS. A MASTER CONTROL VALVE AND THE FLOW SENSING
DEVICE WITH BREAK PROTECTION FEATURES FOR THE MAINLINE PIPE AND LATERAL LINE
PIPE, 'HEAD-TO-HEAD' SPRINKLER LAYOUT TO INCREASE DISTRIBUTION UNIFORMITY (D.U.),
MATCHED PRECIPITATION RATE SPRINKLER NOZZLES TO DECREASE THE PROBABILITY OF
SURFACE RUNOFF, AND SEPARATE IRRIGATION HYDROZONES (STATIONS GROUPED
TOGETHER ACCORDING TO SUN EXPOSURE, TOP AND BOTTOM OF SLOPES, SHRUB AREAS,
TURF, AND GROUND COVER AREAS). THE AUTOMATIC CONTROLLER SHALL BE CAPABLE OF
IRRIGATING FREQUENTLY FOR RELATIVELY SHORT PERIODS OF TIME DURING EVENING
HOURS TO ALLOW FOR DEEP SOIL PENETRATION, IN GENERAL, THE IRRIGATION SYSTEM
SHALL BE DESIGNED TO APPLY WATER SLOWLY AND UNIFORMLY, IN AN EFFORT TO
MINIMIZE SOIL EROSION AND EMPLOY BEST WATER MANAGEMENT PRACTICES FOR WATER
CONSERVATION
8. IRRIGATION SYSTEM SHALL BE DESIGNED FOR THE USE OF RECLAIMED WATER
9. IRRIGATION SYSTEM DESIGN WILL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE
MANUAL AND EQUIPMENT USED WILL CONFORM TO CITY OF CARLSBAD STANDARDS.
10 A THREE-INCH (3") DEPTH LAYER OF ORGANIC BARK MULCH SHALL BE SPECIFIED FOR
INSTALLATION IN ALL NON-TURF PLANTING AREAS, WHERE ADJACENT TO BACK OF CURBS,
THE THICKNESS SHALL TAPER DOWN TO ONE-INCH (1") DEPTH, ROOT BARRIERS SHALL BE
INSTALLED WHEREVER TREES ARE PLANTED WITHIN 5' OF SIDEWALKS OR HARDSCAPE.
11. ALL PROPOSED PLANTING AREAS SHALL INCORPORATE SOIL CONDITIONERS TO HELP
INCREASE AND RETAIN SOIL MOISTURE.
12. SOIL TESTS BY AN APPROPRIATELY QUALIFIED LABORATORY SHALL FURTHER INFLUENCE
AND DIRECT SOIL AMENDMENT PREPARATIONS AND INSTALLATION TECHNIQUES.
13. STORMWATER AND EROSION CONTROL METHODS TO BE SPECIFIED ON SLOPE AREAS
DURING THE PLANTING PROCESS SHALL ASSIST IN BEST MANAGEMENT PRACTICES, IN
ORDER TO MINIMIZE SOIL EROSION AND HELP PRESERVE PRECIOUS NATURAL RESOURCES.
THIS INCLUDES SUCH ELEMENTS AS (YET NOT ALL INCLUSIVE) THE USE OF FIBER ROLLS,
EROSION CONTROL BLANKETS, AND BONDED FIBER MATRIX (BPM) APPLICATIONS.
14. ALL PROPOSED LANDCAPING DEPICTED ON THESE PLANS SHALL BE MAINTAINED BY THE
OWNER AND THE COMMUNITY MASTER ASSOCIATION.
15. LANDSCAPE AND IRRIGATION MAINTENANCE WILL BE THE OWNER'S RESPONSIBILITY.
16. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE MINIMUM IN PLANTING AREAS) AWAY
FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM.
17 ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS FOR THESE
PROPOSED IMPROVEMENTS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE
APPROPRIATE SCREENING TO THE SATISFACTION OF THE CITY.
18. ALL TREES SHALL BE PLANTED A MINIMUM OF 2' FROM CURBS.
PLANT LEGEND
SYMBOL PLANT BOTANICAL NAME SIZE CALLOUT COMMON NAME
TREES
FICUS M. 'GREEN GREEN GEM 48" ... GEM' INDIAN LAUREL BOX
/'
Ill FICUS RUBIGINOSA RUSTYLEAFFIG 48"
BOX
* PHOENIX MEDJOOL DATE DACTYLIFERA PALM 25' BTH
'MEDJOOL'
• SYAGRUS HYBRID COCONUT 36"
'COCONUT QUEEN' QUEEN PALM BOX
0 TAXODIUM MONTEZUMA 36"
MUCRONATUM CYPRESS BOX
SHRUBS AND GROUNDCOVERS
ALO
STR
0 BAM
TEX
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MAN
CIITI TRA
JAS
-8B41 RESEARCH DR
SUITE 100
IRVIN[• CA 91618
949.387.1323
RIDGELHOM
ALOE STRIATA CORAL ALOE 5 GAL.
BAMBUSA TEXTILIS WEAVER'S 24"
BAMBOO BOX
BERKELEY CA.REX DIVULSA 1 GAL SEDGE
CAESALPINIA MEXICAN BIRD 15 GAL. MEXICANA OF PARADISE
CALLIANDRA PINK POWDER 15 GAL.
ON HAEMATOCEPHALA PUFF RACK
CANNA 'TROPICANA' CANNA LILY 5GAL.
CAREX CALIFORNIA 1 GAL PRAEGRACILUS FIELD SEDGE
CARISSA M. 'GREEN DWARF NATAL 5GAL. CARPET PLUM
CHONDROPETALUM CAPE RUSH 5GAL. TECTORUM
CYCAS REVOLUTA SAGO PALM 15GAL.
DIA.NELLA 'LITTLE LITTLE REV 5GAL. REV' FLAX LILY
DIETES VARIEGATA VARIEGATED 5GAL. FORTNIGHT LILY
LOMANDRA 'BREEZE' DWARF MAT 1 GAL. RUSH
MYRTUS COMMUN IS DWARF MYRTLE 15GAL. 'COMPACT A'
OTATEAACUMINATA MEXICAN
WEEPING 15 GAL. AZTECORUM BAMBOO
PHILODENDRON XANADU 5GAL. 'XANADU' PHILODENDRON
RHAPIS EXCELSA LADY PALM 15 GAL.
SENECIO BLUE CHALK 4"
MANDRALISCAE STICKS POTS
TRACHELOSPERMUM STAR JASMINE 1 GAL. JASMINOIDES
•AS-BUILT'"
DATE
L.A. ______ EXP.
REVIEWED BY:
INSPECTOR DATE
SOP 16-24 /CDP 16-47
SPACING QTY. WUCOLS
PER
PLAN 4 LOW
PER 4 MOD PLAN
PER
PLAN 3 LOW
PER
PLAN 12 MOD
PER 6 MOD PLAN
24" O.C. 135 LOW
36"0.C. 11 MOD
24"0.C. 189 LOW
PER 9 LOW PLAN
48"0.C. 17 MOD
40"0.C. 45 MOD
24"0.C. 280 LOW
24"0.C. 174 MOD
60"0.C. 47 LOW
PER 58 MOD PLAN
18"0.C. 248 LOW
40"0.C. 37 LOW
40"O.C. 83 LOW
48"0.C. 84 LOW
60"0.C. 12 MOD
36" 0.C. 19 MOD
60" 0.C. 22 MOD
8"0.C. 465 LOW
24"0.C. 89 MOD
EXISTING TREE LEGEND
SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL/ COMMON NAME
0 0 ARBUTUS UNEDO / LAGERSTROEMIA INDICA/
STRAWBERRY TREE CRAPE MYRTLE
fl) 0 CERCIS CANADENSIS / PINUS SPP. /
EASTERN REDBUD PINE TREE
8 CUPANIOPSIS ANACARDIOIDES / 01) PLATA.NUS RACEMOSA/
CARROTWOOD CALIFORNIA SYCAMORE
0 0 DURANTAVARIEGATA/ QUERCUS SPP. /
VARIEGATED SKY FLOWER OAK TREE
8 c~)"°"' M OSSS'°~ ,
QUERCUS SHUMARDII /
GREEN GEM INDIAN LAUREL SHUMARD RED OAK
0 0 GINGKO BILOBA/ TAXODIUM MUCRONATUM /
MAIDENHAIR TREE MONTEZUMA CYPRESS
~;;{/N(A ~~~ "" .,;:,~~
EXISTING SHRUBS. VINES AND GROUNDCOVERS
NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE.
THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AND EXISTING TREE THAT IS TO BE REMOVED.
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER,
ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
18H~ 11 CITY OF CARLSBAD I[::;:] PLANNINQ DIVISION
PLANT LEGEND & NOTES
LEGOLAND
JURASSIC DNE
CARLSBAD, CALIFORNIA 92008
I APPROVED
PLANNING DATE I
DATE BY DESCRIPTION
REVISIONS
DWN BY RLA PROJECT NO.
I
DRAWING NO.
I
APP'D CHKD BY RLA CDP 16-047
FIELD BY SOP 16-024 XXX-XX
----------------------
•
I
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EXISTING
SUBSTATION
BUILDING
EXISTING
RESTROOM
BUILDING
.. ______ _
r I
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0 10 20 40 60
SCALE AND NORTH
•
8841 RESEARCH DR
SUITE 20D
IRVINE·CH261B
949.387.1323
RIDGHA.COM
~ ~ ~
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LA. EXP.
REVIEWED BY:
INSPECTOR
DATE
DATE
SOP 16-24 /CDP 16-47
LEGEND:
SYMBOL DESCRIPTION CRITERIA
-
. . . . . . . . . .
ZONE 2 -REFINED LANDSCAPE Zone 2 should have an unmanicured appearance, not
unkept, but rather a landscape designed to require
fess intensive types of maintenance such as mowing,
pruning, fertilizing, and watering. Plant material
whose appearance is not dependent on heavy
watering and maintenance care.
It stresses continually low maintenance by designed
plant combinations with matched growth
requirements. This zone's water requirement for a
mature landscape is estimated between 10" and 30"
of supplemental irrigation water annually.
CITY OF CARLSBAD ESTIMATEDTOTAt WATER USE (ETWU)
LEGOlAND
Submarine Ride
Evapotranspiratlor. Rate {Eto)"'
Conversion Factor
pep l x Step 2)
Plant Factor I Pf)*' 10.1 -0.8)
Area of Hydrozone !sq. ft.) (HA)
(Step 4 x Step 5)
Irrigation Efficiency (IE)**'
Process
Step No.
(Below)
I
2
4
5
(step 6 +Step 7) · . 8 .
/Total ali Step 8 + Total SLA sq. ft. in Step 5) 'l
,, .•. -.... ,, .. ,,.,,-,.
Hydrozone Number (l-5 with SLAZone Below -use as many
tables as necessaryto complete all hydrazones)
J .. 5 ' ":f~;
T0rf w&rr SlA or//;·
44.0 44.0 44.0 44.0 44.0 44.0
0.62
27.280
0.5 0.5 0.5 0.8 0.8 0.8
0 0 0 0 0 0
0 0 0 0 0 0
0.55 OJO 0.80 0.55 0.70 0.8
0 0 0 0 0 0
18,919
(Step 3 x Step 9) Estimated Total Water Use-
ETWU (Gallons Per Year) .Hi 516,ll0
Total shall not exceed MAW A
":Eta
West of 1-5 = 40D
EOStOf 1-5 and.Weit of B Cam-illO RGai;,, 44.0
.East of El Camino Real= 47.0
~• PF -Plant Factor (\Nater Use) -from WUCOi.S ,_...,. IE -Irrigation Efficiency
Selected based on type ofplants1n hydrozones: Spray= .55
0.1 = VLw -Very 10.',, Water Use Pf0!1tS ROtor;·)o
0.3= LW -low Water Use Plants . Bubbler= .75
fopplicant may provide different Eta if supported by o.5 = r:,P,w -fviod9r0:te Water Use -
documentation subject to approval by the City .Planning :o:&::: HW-HtQh \.YOter use Pl(irifs'"
Division
.-Oifp & iv11cro s·prClY = .80
-··· Adrfferen-r 1rmay··6e·usecf tSLlppOrted.bv -
documentation subject to approval by the City
MAXIMUM APPLIED WATER USE { MAWA) calculaiion: .MAWA
":'• ·,:;•;:·
MAWA ~ IETo) x (0.62) x [(0.45 x LA)+ 10.55 xSLA)J 18. 919 18.919 :stii;tio ________ ::.:·>-"
Total Landscape Area Total SLA
REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER,
ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
DATE BY DESCRIPTION
REVISIONS
APP'D
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
CITY OF CARLSBAD
PLANNING DIVISION
WATER MANAGEMENT PLAN
LEGOLAND
JURASSIC DIVE
CARLSBAD, CALIFORNIA 92008
I APPROVED
PLANNING DATE
DWN BY RLA PROJECT NO. DRAWING NO.
RLA CDP 16-047 CHKD BY
FJELD BY SDP 16-024 XXX-XX
I
I ~
I
EXISTING
SUBSTATION
BUILDING
EXISTING
RESTROOM
BUILDING
.. ______ _
/I I I I ,11
'/ I ' I IJ! .1 1 l1 /' , I ' I
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----------------(Jlll--l----1a-1---~_.=,:~
0 10 20 40 60
SCALE AND NORTH
8841 RESEARCH DR
SUITE 100
IRVINE· CA 91618
949.387.1313
RID6HH0M
LA.
REVIEWED BY:
INSPECTOR
DATE
EXP.
DATE
SDP 16-24 /CDP 16-47
RECYCLED WATER USE
SYMBOL DESCRIPTION
RECYCLED WATER USE -ALL AREAS TO BE IRRIGATED
WITH RECYCLED WATER
TOTAL DEVELOPED SITE AREA
TOTAL LANDSCAPED AREA
TOTAL AREA IRRIGATED WITH RECYCLED WATER
67,303 S.F.
18,919 S.F.
18,919 S.F.
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
ASST. PLANNING DIRECTOR AND DlSTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD. ~I CITY OF CARLSBAD IISHE~I PLANNING! DIVISION
WATER AREA USE MAP
LEGOLAND
JURASSIC DNE
CARLSBAD, CALIFORNIA 92008 I APPROVED
PLANNING DATE
DATE BY DESCRIPTION
REVISIONS
APP'D DWN BY RLA PRO.ECTNO. DRAWING NO.
CHKD BY RLA CDP 16-047
FIELD BY SOP 16-024 XXX-XX
0
ii f J-~&o
" ii
ii
EXISTING
SUBSTATION
BUILDING
EXISTING
RESTROOM
BUILDING
-
0
I I I I
% I
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:-:-:-:1;-:-:-:-:r-:-: i :-:-:-:-:-t-:-:-:-:+:-:-:-~=---
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LANDSCAPE MAINTENANCE
RESPONSIBILITIES
1. ALL LANDSCAPED AREAS DEPICTED ON THESE PLANS SHALL BE
MAINTAINED BY EITHER THE PROPERTY OWNER THROUGH A
PRIVATE CONTRACT WITH A QUALIFIED MAINTENANCE
CONTRACTOR.
2. MAINTENANCE OF EXISTING LANDSCAPE AND NEW LANDSCAPE
WITHIN THE LANDSCAPE EASEMENT SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER.
3. ALL EXISTING LANDSCAPE AREAS TO REMAIN THAT ARE
DAMAGED BY CONSTRUCTION SHALL BE REPAIRED/REPLACE IN
KIND.
MAINTAINED BY PROPERTY OWNER
SDP 16-24 /CDP 16-47
•/·•······· ::·:::·:·:·:-;.·:·::·:·:·:··:·:--. .:::::::I:::::::::::r•:•:•:•:·f:::::::.... /1 ".·:.·.-... -.-.·:::::::.·:~~ ................. ·: '
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............................
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-------------r---------1._~-=--:'~
10 20 40 60
SCALE AND NORTH
8841 RESEARCH DR
SUITE 100
IRVINE· CA 92618
949.387.1323
RIDGElA.COM
"AS-BUILr
DATE
LA. EXP.
REVIEWED BY:
INSPECTOR DATE
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FJELD.
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
~II CITY OF CARLSBAD
PLANNINQ DMSION
LANDSCAPE MAINTENANCE PLAN
LEGOLAND
JURASSIC DNE
CARLSBAD. CALIFORNIA 92008
r--+--+-----------------+-----11-A-PP_R_o_v_E_o ___________ _
. PLANNING ~DA~T=E ___ _
DATE BY DESCRIPTION APP'D
REVISIONS
OWN BY _ _,,R'=LA'"--
CHKD BY __ R_LA __
FIELD BY
PROJECT NO.
CDP 16-047
SOP 16-024
DRAWING NO.
XXX-XX
0
--~ ~-·-------
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EXISTING
SUBSTATION
BUILDING
EXISTING
RESTROOM
BUILDING
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::::/::::.1::::.':::. !
.. :::::::t::::::;:::::::::\::: ! ....•..... , ......... '
.. :-:-:-:-t-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:: :::::::r:::::::~:::::::::::r: i
_-.-_-_-_-_\_-_-_-_-_-_-_-_-_._-_-_-_-_._-. I ' • ,
.-:-:-:-:-:-r-:-:-:.:-:-:-:-:.:-:-:.-· .-::::::x::::::::::::::::::::::r::: __ (
:::::'.":.•:::::::: I \ .-.-.-.-J.-.-_-_._._._._._... _.::::::::r::::::::::r:::::::::\::::::-:-.. ,iit ....... :: .. : ......... ... ..,. .. . ~.
/:>::;:::::;:::::::: 1-,_,:.:,:•.::··········••.••·I•l··•·•·•········•·::·••·tI,0;2+ :s ,,. I I ",____,/ ·~ -.. -...... ;. ...... .
;/
" ii
i: "
SOP 16-24 /CDP 16-47
RECYCLED WATER USE
SYMBOL DESCRIPTION
RECYCLED WATER USE -ALL AREAS TO BE IRRIGATED
WITH RECYCLED WATER. . . . .
TOTAL DEVELOPED SITE AREA
TOTAL LANDSCAPED AREA
TOTAL AREA IRRIGATED WITH RECYCLED WATER
67,303 S.F.
18,919 S.F.
18,919 S.F.
--~···r··....,~ -------•....,•c..a•UIL~~~~ (
10 20 40 60
SCALE AND NORTH
8841 RESEARCH DR
SUITE 100
IRVINE· CA 92618
949.387.1313
RIDGHA.COM
L.A.
REVIEWED BY:
INSPECTOR
DATE
EXP.
DATE
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
DATE BY DESCRIPTION
REVISIONS
APP'D
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
~I CITY OF CARLSBAD lrrJ PLANNINQ DIVISION
WATER AREA USE MAP
LEGOLAND
JURASSIC DIVE
CARLSBAD, CALIFORNIA 92008 I APPROVED
PLANNING DATE
DWN BY RLA PA0JEC1" NO. DRAWING NO.
CHKD BY RLA CDP 16-047
FJELD BY SOP 16-024 XXX-XX