HomeMy WebLinkAboutDWG 432-9; CUP 04-22; AIRPORT HOTELS; 01-06GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS 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 'MIEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPT/_ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE P£RMITTE£'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS l\1THOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED l\1THIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TIT!_[ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINEO TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. 'MIERE TRENCHES ARE l\1THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANIC$. THE SOILS REPORT l\1LL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR l\1THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLE7JON OF THE FIELD TESTS.
12. A PRECONSTRUCVON MEEVNG SHAl L BE Hfl D AT THE SUE PRIOR TO Vi£
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUC7JON, INSPEC110N, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUC110N. APPROVED DRAl\1NGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPEC110N REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE Vi£ INSPECVON IS NEEDFD. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. l\1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/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.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOl\1NG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA 770N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABL /SHED BY Vi£ CONSTRUCVQN SAFETY ORDERS TITI £ 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED [NG/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED l\1THIN ANY WORK ZONE
DURING CONSTRUCTION, OPERA VONS Will CEASE IMMWIA TEI Y: ANO THE
PERMITTEE l\1LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT£[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUC7JON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL/DA YS IS AVAILABLE AT THE ENGINEERING DEPAR1MENT COUNTER.)
18. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERA 770N.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUC7JON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT TH£ UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENT/_ Y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 111TH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCiJON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK l\1TH A COMPANY REPRESENTA T/VE.
UNDERGROUND SERVICE ALERT a80o/ 422-4133
SDG&E 800 660-7343
SBC 800 892-0123
ADELPHIA CABLE COMMUN/CA110NS (760) 438-7741
COX COMMUN/CATIONS f,760~ 806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) 760 434-2980
CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER) 760 4.38-2722
'SAN DIEGU/TO WATER DISTRICT (760) 663-2650
'LEUCADIA WASTE WATER DISTRICT (760) 75.3-0155
'VALLEC/TOS WATER DISTRICT (760) 744-0460
• OL/VENHAIN WATER DISTRICT {760) 753-6466
'BUENA SANITATION DISTRICT (760) 726-1340
*IF NECESSARY
P: \ENGR\175794\lmp \7941mp01.dwg 1 /25/06
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER 'R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET UGH T FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 111TH A MINIMUM
D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. 'MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
111THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
111TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. 'MIEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TIT!_[ 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RESIDENTIAL STREET STANDARDS.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 AND THE STANDARD
SPECIF/CA 7JONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J, BEFORE ANY CONNECTION TO THE DISTRJCrs EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTR/crs ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUC7JON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760) 438-.3891)
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111TH
THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004, OR THE LA TEST REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA TION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. omcE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPER IN TRNDEN T.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUC7JON BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE N0.[760} 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VER7JCAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE 111TH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUC7JON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
"DECI.ARATION 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 l\1TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: P & 0 CONSULTANTS
ADDRESS: 8954 RIO SAN DIEGO DR S.610
CITY, ST.: SAN DIEGO, CA 92108
TELEPHONE: 51° 291.Wt--
B~ -----t-1----:P:-:'AftKANE •
R.C.E. N0.:_~4~4=01~6 _________ _
REGISTRATION EXP/RATION DA TE: 6/30/07
DA TE: __ ?c...•_4c...•_tl--'t,'------t3 No. 44016
(IC. Exp. 6/30/07 •
·•_,.:.·r-:,.-,,, >/, MCClHLAN/PAL -·
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VICINITY MAP
CMWD CONSTRUCTION NOTES
ROAD
NIS
1. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL
POTABLE WATER METERS SHALL BE %" (UNLESS OTHERWISE
NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"x30"x12"
POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR
EQUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS
AND SEWER SERVICES SHALL BE 10 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE FLUSH
WITH THE FINISHED SURFACE GRADE.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL
NUMBER
213-070-29-00.
Tl-IE CALIFORNIA COORDINATE INDEX OF Tl-llS PROJECT IS:
N 1,990,000 E 6,246,000.
REFERENCE DRAWINGS
177-3
PM 14115
198-9
386-4
BENCH MARK
2.5" DISK IN DRAINAGE BOX INLET, 50 FEET NORTHEAST OF
Tl-IE INTERSECTION OF CORTE DE LAS PINA ANO COSMOS
COURT ON THE WEST SIDE OF SERVICE ACCORDING TO CITY
OF CARLSBAD SURVEY CONTROL NETWORK .
STATION NAME: CLSB-067.
POINT NO. 67.
ELEVATION: 236.803 (NGV029)
SHEET INDEX
COVER SHEET NOTES LEGEND 1
IMPROVEMENT PLANS SHEETS 2-6
LEGAL DESCRIPTION
PARCELS B, C AND D OF PARCEL MAP No. 14115, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
FILED IN Tl-IE OFFICE OF Tl-IE COUNTY RECORDER OF SAN
DIEGO, JANUARY 9, 1986 AS FILE No. 86-009536 OF OFFICIAL
RECORDS.
DEVELOPER
AGO HILLS LLC.
620 NEWPORT CENTER DRIVE, 14th FLOOR
NEWPORT BEACH, CA
(949) 610-8000
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON Tl-lESE PLANS WAS GENERATED BY
AERIAL MAPPING ME Tl-I ODS FROM INFORMATION GA Tl-lERED ON
JULY 26, 2004 BY PHOTO GEODETIC CORPORATION.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS A PORTION OF THE
CENTERLINE OF YARROW DRIVE AS SHOWN ON MAP NO. 8054,
I.E. N36"06'08"W.
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WI TH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1.
2.
3.
4,
5.
6.
7.
8.
9.
10.
11.
12.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RESOLUTION NO. 5865 & 5866 DA TED APRIL 6, 2005.
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC7JON (GREEN
BOOK).
SOILS REPORT AND RECOMMENDA110NS BY LEIGHTON CONSUL77NG, INC.
P. # 600550-001 DATED AUGUST 6, 2004., & SUPPLEMENTAL LETTER FEB 4, 2004.
THE SAN DIEGO AREA REGIONAL STANDARD ORA 111NGS ANO AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA
THE CARLSBAD MUNICIPAL WATER DISTR/Crs STANDARDS AND SPECIF/CA T/ONS
FOR WATER, SEWER AND RECLAIMED WATER.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY P&D CONSULTANTS
DA TED 9 It 105 WDID NO. 9 JZC 3361i5
' j
STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY P&D CONSULTANTS
DA TED 8/11/05
THE CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON (CASQUA), STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUC7JON HANDBOOK AND STA TE OF CALIFORNIA, DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
CITY OF CARLSBAD
DESCRIPTION DWG. NO. • SYMBOL QUANTITY
SAW CUT EXISTING (AC/PCC)
CURB AND GUTTER REMOVAL
6" CURB & GUTTER
PEDESTRIAN RAMP
SDRSD G-2 (TYPE G)
GS-20
408 LF
42 LF
20 LF
1 EA
220 SF
120 SF
137 SF
SIDEWALK REMOVAL
4• PCC SIDEWALK
WIDEN DR/ VEWA Y
TRENCH RESURFACING
SDRSD G-7
GS-20
SDRSD G-24 TYPE A
2• AIR-VACUUM VAL VE ASSEMBLY AVA CMIID W7
2• BLOW-OFF /MAR ASSEMBLIES BO/MAR CMIID W6
FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCKS
a• GA TE VAL VE
12' GATE VALVE
FH CMI\O W12
CMWD W15, W19
GV CMI\O W/6
GV CMWD W16
~ 45 LF
---el 2 EA
e ■ 6 EA 1--ei 4EA
<l
®
®
9 EA
5 EA
8" PVC WATER W CMI\O W2 -W--W--;,'.'.'r--
J EA
1,948 LF
82 LF 12" PVC WATER W CMWD W2 --W--,r'"---,w--
WTR SERV W/2-2"METER, MANIFOLD
PVT LINED ACCESSHOLE
SEWER LATERAL (OFF OF PVT. MAIN)
8" PVT. SEWER MAIN PVC (SOR 35)
8" PUBLIC SEWER
PVT SEWER CLEAN OUT
CMWD W4
S-1A,S-4
S-7
S-7
=:-gi @ 2EA
0 5 EA
5 EA
-s--s--s-656 LF
-s--s--s-45 LF
0
DETECTOR CHECK VAL VE ASSEMBLY DDCV CMWD W-22
STREET SIGN
~
5 EA
2 EA
...o... 6 EA
2• /RR/GA TION SERVICE =---0) 2 EA
• REFERS TO CARLSBAD STANDARD DRAWING UNLESS NOTED OTHERWISE.
TCB AECOM P&:D CONSULTANTS
8954 RIO SAN DIEGO DRIVE, SUITE 610 ·
SAN DIEGO, CALIFORNI
T 619.291.1475 f 6 . \\()f~f()~· .. WWW. TCB.AECOt.4.'l,IQ A ~ i'
'$' .•. ·l:J~\ ,---------------.---------------.-----~----~No.-5~ m-
CITY OF CARLSBAD FIRE DEPARTMENT "A · '£,.p.6/3-0f/f !:iJ
REQUIREMENTS
NO. OF F.H.(S)_LF,FLOW 4QQQ G.P.t.4. OUT OF _LF,H.(S), ~a,AL .__ C:~'" . .. ✓
1-------------------t BLDG. SPRINKLED@NO ... F.FLOW-4000..G.P.M. P.E. t?IJ9f EXP. C·JO-t'I'
CARLSBAD MUNICIPAL WATER DISTRICT
FIRE MARSHAL DATE
ROBERT J. WOJCIK DA TE
DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6/30/06
REVIEWED 8~ A
<7c.,._. W'\
INSPECTOW
_j~"J_
·• DATE
l-----l---+------------+---+----+----+-~ I SH1EET I CITY OF CARLSBAD I SHE6ETS I
ENGINEERING DEPARTMENT ::=='....:::::=========.:::::.===:
/1\
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
AIRPORT HOTELS
AGO HILLS, LLC.
APPRO""~• ,., • GLENN Tl-lOMAS PRUIM
--., _ ~ _ i.cr11,.f1 ~ ~~ .-s:·· ;:ro-C6
Crf¥ ENGINEER PE 51274 EXPIRES 09/30/07 DATE
DWN BY:~~-
CHKO BY: (-,'-f
RVWD BY:
PROJECT NO.
CUP 04-22
. DRAWING NO.
432-9 .•
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BUS SHELTER NOTES:
INSTALL A BROWN TOLAR NON-ADVERTISING
SHELTER WIJH MATCHING ANTI-VAGRANT
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