HomeMy WebLinkAboutDWG 476-5; CDP 12-04; ARMY AND NAVY ACADEMY ATHLETIC FACILITY; 01-04.
I
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED 8Y THE CITY
OF CARLS8AD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS ODES 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 MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING 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 HA VE 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 WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PL.ANS AND TlTLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED 8Y THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8E MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. 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 STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-/£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8E SUBMITTED TO TH£ CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETlON OF THE FIELD TESTS.
12. A PRFCONSTRIJCVON MEEVNG SHA/ I BF HEID AT THF SITE PRIOR TO THF
BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTA T/VES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTTNG AND ALL
OTHER ASPECTS OF THE WORK. TH£ CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1 J. ALL INSPECTION R£0U£STS OTHER THAN FOR PRECONSTRUCTTON MEETING WILL 8£
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTlON REQUEST LINE AT
(760) 438-J891. /NSPECTTON REQUESTS MUST 8£ 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.
14. 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.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MAO£
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA TlON
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
$TANQARQS fSIABI /SHW BY TH[ CON$TRIJCTION SAFFTY ORDER$ VD E 8
CALIFORNIA ADMINISTRATIVE COD£, TH£ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
£XCAVA TION PERMIT MUST BE SUBMITTED TO Tl-/£ INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCT/ON, OPERA [ION$ WJII CEASE /MMFDIA TEI )". AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO 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 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE £NGIN££RING DEPARTMENT COUNTER.)
18. ALL OFF-SIT£ 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 HAUi ROUTE OR ADJACENT STREETS AS A RE5111 T OF THf
GRADING OPERA T/ON.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. TH£ EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION 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 THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY Tl-/£ LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SIJFFICIENTL 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 WITH
TH£ PROPOSED WORK.
0
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 1WO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC7ION NEAR THEIR
FAC/LITTES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTA T/VE.
UNDERGROUND SERVICE ALERT (800)422-41J3
SDG&E (800)660-7J4J
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)4JB-7741
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STAT£
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON TH£ 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 TH£
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL 8£
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LA TERA LS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE WILL 8£ PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRA TlVE COD£.
6. STREET TREES SHALL 8£ INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN TH£ LIMITS
OF WORK OF THIS PLAN PER SDRS D WG M 19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER TH£
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEIVER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH
TH£ "CITY OF CARLSBAD ENGINEERING STANOARDS (LA TEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, ANO VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTTON, LA TEST
EDITION (GREEN BOOK),
2. THE CONTRACTOR SHALL OBTAIN AN £XCAVA TION PERMIT FROM TH£ DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA TlON AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT"S EXISTING SYSTEM, A PERMIT
SHALL 8£ OBTAINED FROM TH£ DISTRICT. IT MUST 8£ SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL 8£ REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TtLEPHONE NO. [760] 438-J891)
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & .3.
2. TH[ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA TlON AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCT/ON SAFETY ORDERS.
.3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C,M. W.D.
LINES, A PERMIT SHALL 8£ OBTAINED FROM. THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND Tl-/£ UTILITY OPERATIONS" PUBLIC WORKS MANAGER.
4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-J891 FOR SCHEDULING.
5. TH[ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTlNG WORK SO THAT INSPECTION MAY 8£
PROVIDED -TELEPHONE NO. (760)4J8-J891.
6. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN Tl-/£ WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM Tl-/£ DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECTED BY
MEANS OF CA THOD/C 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.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
TH£ FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE /" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12. TH£ TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
TH£ "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
14, AXIAL DEFLECTION AT THE PIP£ JOINTS ARE NOT ALLOWED. THE US£ OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY 8£ PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.O. FOR
C900.
NOTE
SIGNING AND STRIFING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING A/ID PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS
AMENDED FOR US£ ft,, CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND srRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTA TlVE, PRIOR TO INSTALLA TlON.
4. ANY DEV/A TION FROM JHESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK A/ID PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELO.
5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS FEFLECT/V£ SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE
RESTORED TO A "LIKE NEW" COND!nON, IN A MANNER M££T1NG THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY TH£ CONTRACTOR.
9. ALL PAVEMENT LEGDIDS SHALL 8£ THE LA TEST VERSION OFTH£ CAL TRANS METRIC
STENCILS.
10. LIMIT LINES ANO CRWSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL 8£ THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEO/AN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE srANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL D[VICES (FHWA'S MUTCD 2003 R£V/SION1, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN 0/EGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTAC-1£0 TO A POL£, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTTNG BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY TH£ CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON 'HES£ PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR ElCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO RENAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM/-3 OBJECT MARKER AR£ TO 8£ INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND TH£ OM1-3
OBJECT MARKER SHAU BE 12"X12"
INDEX OF SHEETS
SHEET 1: TITLE SHEU, LEGEND & NOTES
SHEET 2: KEYMAP & DETAILS
SHEET 3: CARLSBAD BLVD. IMPROVEMENTS WITH PROFILE
SHEET 4: BEECH AVENUE IMPROVEMENTS WITH PROFILE
REFERENCE DRAWINGS
DRAWING NO. 193-1
DRAWING NO. 188-9
DRAWING NO. 403-4
ORA WING NO. 333-6
DRAWING NO. 1 J0-6
DRAWING NO. 214-2
DRAWING NO. 420-1
DRAWING NO. 88-107
DRAWING NO. 460-5
CONSTRUCT/ON PLANS FOR STREET IMPROVEMENTS
OCEAN STREET SEWER IMPROVEMENTS
IMPROVEMENT PLANS FOR VILLAGE BY THE SEA
IMPROVEMENT PLANS FOR CARLSBAD VILLAGE STATION
PLAN FOR THE IMPROVEMENT OF CARLSBAD BLVD.
PLAN FOR THE IMPROVEMENT OF BEECH A VENUE
PAVEMENT OVERLAY
CMWD DWG: WASHINGTON STREET WATER MAIN REPLACEMENT
BEECH A VENUE SEWER
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS IS PER AERIAL TOPOGRAPHIC
SURVEY DA TED JULY 18th, 2002 BY TOW/LL, FOREST L. YOUNGS, PLS
5J6J AND SURVEY SH'.JTS GATHERED ON SEPTEMBER 2011 AND JULY
2012 BY HOFMAN PLA~NING & ENGINEERING. TOPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BASIS OF BEARINGS
CITY OF CARLSBAD SI.RVEY CONTROL PER R.O.S. 17271 CPS PTIS
CLSB-130 TO CLSB-HD /£: N 16-06-04W 6152.10 FEET
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
203-501-03, 203-052-01, 203-052-02, 203-053-01 • THE CALIFORNIA COOR,!NA TE INDEX OF THIS PROJECT IS
N 362 E 1659
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
Tl-/£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
1. ALL WORK IN EXISTING
WATER LINE TO BE STARTED
ONLY AFTER FIRE DEPARTMENT
APPROVAL OF WATER SUPPLY
SHUT-OFF
BENCH MARK
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TlONS BY
Tl-/£ CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
2. TRENCH REPAIRS SHALL
MATCH CITY STANDARD DWG.
GS-25 TO GS-29 AS
APPLICABLE. FIRM: HOFMAN PLANNING AND £NG/NEERING
ADDRESS: J156 L/ONSHEAD A VENUE, SUITE 1
CITY, ST.: CARLSBAD, CA 92010
TELEPHONE: 760 692 4100
BY: -t7-9a~ pk". v J
HAIX/N LI, PE
R.C.£. NO.: C 59064
DATE:
REGISTRA TlON EXP/RATION DATE: 6/J0/201J
Hofman
Planning & Engineering
3156 Uonsh•d Avenue, Suite 1
car1sbad, CA 92010
(760) 692-4100 www.holinanplannlng.am
DESCRIPTION: CLSB-130 2.5" BRASS DISC
LOCA T/ON: SE COR INLET AT THE £ND OF CURB RETURN
AT NE COR OF GRAND A VE AND WASHINGTON ST
RECORDED: 21512012
ELEVATION: 40.910' DATUM: NGVD 29
/0/22./u,2.
HAXIN LI, PE DATE
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WTH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSmUCT/ON, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO, 6899 & 6900 DA TED JULY 3, 2012
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSmUCT/ON (CREEN
BOOK).
6, SOILS REPORT AND R£COMM£NDA T/ONS BY CHRISTIAN WHEELER ENGINEERING,
DA TED AUGUST 6, 2012, PLANNING LEVEL GEO TECHNICAL REPORT BY LEIGHTON
CONSUL TING, DA TED APRIL 9, 2012.
7. TH£ SAN DIEGO AREA R£GIQNAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. COASTAL DEVELOPMENT PERMIT CDP 12-04 CONDITIONS
DA TED JULY 3, 2012
9. STORM WATER POLLlJT/ON PREVENTION PLAN PREPARED BY HOFMAN PLANNING &
ENGINEERING, DA1Ji:D SEPTEMBER 10, 2012 WDID NO, 9 37CJ64681.
10. STORM WATER MANAGEMENT PLAN PREPARED BY HOFMAN PLANNING & ENGINEER/NG
DATED OCTOBER 16, 2012.
VICINITY MAP 11. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCT/ON HANDBOOK
AND CAL mANS CONSTRUCTION SIT£ BMP MANUAL.
NTS
LEGEND
DESCRIPTION DWG. NO. SYMBOL
SDRSD G-2 6" CURB AND GUTTER PER SORSD G-2
4" PCC SIDEWALK PER SDRSD G-7 SDRSD G-7, G-11** . •, ,· ' • ., ,
24" WIDE COMMERCIAL DRIVEWAY PER SDRSD G-14A
SAW CUT FOR UTILITY LATERAL
SDRSD G-14A** Jl !\
TRENCH RESURFACING PER CARLSBAD GS-25 TO MATCH EX. AC SECTION
TRENCHING FOR SDG&E, ANO RESURFACING TO MATCH EX.
6" PVC WATER PIP£ TO HYDRANTS AND METERS, C-900
4" PVC WATER PIP£ FOR FIRE SERVICE, C-900
4" DETECTOR CHECK VALVE ASSY. *
6" DETECTOR CHECK VALVE ASSY. *
2" WATER SERVICE WITH 2" METER AND BACKFLOW
2" WATER SERVICE WITH 2" METER AND BACKFLOW
2" WATER SERVICE WITH 1.5" METER AND BACKFLOW
1" WATER SERVICE WITH 3/4" METER AND BACKFLOW
2" /RR/GA TlON SERVICE WITH 2" METER AND BACKFLOW
6" FIRE HYDRANT ASSY. WITH 6" GA TE VALVE
THRUST BLOCK
6" GA TE VALVE FOR FIRE SERVICE LATERAL
4" GATE VALVE FOR FIRE SERVICE LATERAL
8" TEE FLXFLXFL
6" TEE FLXFLXFL
6" SEWER LATERALS ( 2 LATERALS)
BUILDING FOOTPRINT
EXIST./ PROP. EASEMENT
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING FIRE HYDRANT ASSY.
INSTALL RECTANGULAR RAPID FLASHING BEACON
(RRFB) ON NEW POLE, AND NEW PEDESTRIAN
PUSH BUTTON. EXISTING W/1-2 W/6-lp
PEDESTRIANS SHALL BE UTILIZED AS PART OF
THE NEW RRFB SYSTEM.
INSTALL RECTANGULAR RAPID FLASHING BEACON
ON NEW TYPE I-A POLE. EXISTING W/1-2 AND
W/6-lp PEDESTRIAN SIGNS SHALL 8£ UTILIZED
AS PART OF THE NEW RRFB SYSTEM.
* INCLUDES VALVES AT DET. CHECK ASSEMBLY.
** AS MODIFIED BY CITY STANDARDS
CBD W-2
CBD W-34
CBD W-22
CBD W-22
CBD W-4, 20
CBD W-4, 20
CBD W-4, 20
CBD W-4, 20
CBD W-4, 20
CBD W-12
CBD W-19
---ELEC ---
-w -w -w -
-•-•-•-
I
r>ei--w-EJ
r>ei--w-EJ
----o--@®
---------o--®®
-------o--®®
---------o--@®
----------0----@
b-0-•-J
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I
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QUANTITY
250 LF
1103 SF
920 SF
578 LF
710 SF
260 LF
192 LF
64 LF
1 EA
1 EA
1 £A
1 £A
1 EA
1 EA
1 EA
2 EA
6 EA
1 £A
1 £A
2 EA
1 EA
120 LF
2 EA
2 EA
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO, OF F.H.(S)..LF.FLOW 2M6 G.P.M. OUT OF __k_F,H.(S).
BL~-SPRINKLED~/NO. , , F.FLOW31'llU'';G,P.M.
-'t...1<-",Jo+,/ l(')l't-
"AS BUil T"
b:7~~-) ,~ /o/J(/IJ
P.E (,,k?,o 61-EXP, f)6/J 00'1 DATE
l'IRE M, R$AL ' ' DATE
INSPECTOR ' 11/,4l18
I DATE
I --+----+-------------i----t----t--~-. I SHlEET I CITY OF CARLSBAD I SHEETS I r-ENGINEERING DEPARTMENT 4
~IM=P=R=O=VE=-::M::EN::T:::::P=LAN==S:::::F=O=R,======:=:::...:::::=::::::;
DA TE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ARMY & NAVY ACADEMY ATHLETIC FACILITY
12-P l'Z-12>
IMPROVEMENTS TITLE SHEET
'hi K,_~ ,t;;;l,l:E_ 1//7/,-z
APPROVE~·. ___ / .... /., -,/), ( GLEN K. VAN PESKI
ENGINEERIGMANAGER PE 41204 EXPIRES 3/31 /13 , DATE
DWN BY: EC;SE
CHKD BY: &Jj:t--RVWD BY:
PROJECT NO.
CDP 12-04
DRAWING NO.
476-5
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EXISTING
SIDEWALK
R/W
51'
VARIES
102'
51"
EX. MEDIANI
1' ROW DEDICATION
EXIST. P.C,,,, . .:<.C•'I-+. 24' DWY AT STA.
SIDEWALK
~~~
2~:r.~~~~~~====~~==F~~~Jt~r!K ~ --VARI[ VARIES_ EXISTING -I
CURB, GUTTER I
AND SIDEWALK
VARIES
I
I
R/W
EXIST.
AC PAV.
AND BASE
EXIST.
CURB &
GUTTER
CARLSBAD BOULEVARD
NOT TO SCAL[
80'
40' 40'
R W
o' TO ~---5~. 5.,'.,._------'--'vA-"-R"'IE=-=S _ _______,..,... ___ ----=2-=-6-' --+~'~4_'-,
PROPOSED
CONTIGUOUS
P.C.C.
SIDEWALK
26' TO 34.5"
PROPOSED
CURB & EXIST.
EXIST. P.C. C.
SIDEWALK
GUTTER CURB &
iV§AR~IE§S~2~.0=%=±======:s~G;U:=TT,:=£:=R=ft~~'=,-----~
I SA WCUT AND REPLACE
EX, AC PAVEMENT
AND BASE, OVERLAY
AC PAVEMENT TO PROVIDE
SMOOTH TRANSITION
BEECH AVENUE
NOT TO SCALE
EXIST.
AC PAV.
AND BASE
Hofman
Planning & Engineering
3156 Uonshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hafrnanplannlng.am
Nero rvw RA1.J1Q1,,D 711ACK
INDEX MAP
SCALE: 1 "=60'
SCALE
1'' 60'
BENCH MARK
240'
DESCRIPTION: CLSB-130 2.5" BRASS DISC
LOCATION: SE COR INLET AT THE END OF CURB RETURN
AT NF COR OF GRAND A VE ANO WASHINGTON ST
RECORDED: 2 5 2012
ELEVA T/ON: 40. 91 O' DA TUM: NGVD 29
HAIKIN LI, PE
1<-Clf ESS I
'"/..IN <
1-..:. '<"'?-/ "' ~ No. C59064
Exp. 6/30/13
CIVIi..
.. I
ABBREVIATIONS
SPOT £LEV. 37.56 FG
FS = FINISHED SURFACE ELEVATION (HARDSCAPE)
FG = FINISHED GRADE ELEVA T/ON (PLANTING OR TURF)
FL = FL OWL/NE ELEVATION (GUTTER)
RIM = RIM ELEVATION
I.£. = INVERT £LEVA TION
TC = TOP OF CURB ELEVATION
SWR = SANITARY SEWER
R = RIGHT
L = LEFT
WTR = WATER
LAT = LATERAL
EX = EXISTING
BF= BACKFLOW PREVENTOR
TOP = TOP OF PIPE
SVC = SER VICE
HORZ = HORIZONTAL
VERT = VER77CAL
PROP= PROPOSED
MTR = METER
S = SLOPE
"AS BU I LT"
l,9-,; "6-. ~ 4 3::, t0ll I It I'
P.ECS1o64 EXP_D6/so/l'J DATE
INSPECTOR
l----l----l--------------t---+--t---t------11 SH2EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ;:::==:::'...:======:::::::::::======::::::::::::=======-===; IMPROVEMENT PLANS FOR:
1-----1---1-----------1---t----i----r----i ARMY & NAVY ACADEMY ATHLETIC FACILITY
fZP l't-1~
INDEX MAP -TYPICAL SECTIONS AND DETAILS
GLEN K. VAJ' PESKI • • 11qfl._2,
1-----1---1----------------t----t----ir---r-----. ~E;;NG;;IN~E;;ER:;:IN:::G;;M;;:A:;;N;;AG:::':E:;-R ;=PE:::::::41=:20:::4:;:E:::X~Pl::::RE:::S::3::::::31:::::::::13~;:•~D~A TE~~
l-~~...,,.,,,,..,,.+---------------t--;;;:;;:---t-;=....-1r;;-;:;;;----t;;:;;;;.;-1 DWN BY: EC SE PROJECT NO. DRAWING NO.
DATE INITIAL r-=-DA_T_E _c_l_NI_TIA_L-t-_DA_TE~~IN_ITI_A_L .... CRHVWKDD BBYY:. ~ CDP 12-04 4 76-5
ENGINEER OF WORK REVIS\0~ DESCRIPTION OTHER APPROVAL CITY APPROVAL
I.!
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-------
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13+00
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- -l----
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SAWCUT FOR LATERAL
TRENCHING,
RESURFACE TO MATCH EX.
AC SECTION. TYP. FOR ALL
LATERAL CONNECTIONS.
1 O' 20·
SCALE
---..... ~--1" = 20' ~ -~
NOTE
1. ALL WORK IN EXISTING WATER
LINE TO BE STARTED ONLY AFTER
FIRE DEPARTMENT APPROVAL OF
WATER SUPPLY SHUT-OFF
2. TRENCH REPAIRS SHALL MATCH
CITY STANDARD DWG. GS-25 TO
GS-29 AS APPLICABLE
Hofman
Planning &. Engineering
LL DATE INITIAL
HAXIN LI, PE ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISIOli DESCRIPTION OTHER APPROVAL CITY APPROVAL
"AS BUILT"
h<J ~ 6 1] l (o/l I/ IA
P.Ecs10 6 4 EXP. 06/Jo/('f DATE
APPROVE~ JI~ -M GLEN K. YAN PESKI
'!,,?1 , b /::i y/-,jtz
ENGINEERING MANAGER PE 41204 EXPIRES 3/31113 DATE
DWN BY: EC LSE
CHKD BY: ~,
RVWO BY:
PROJECT NO.
CDP 12-04
DRAWING NO.
476-5
111!1 .
CURB DATA TABLE
NO. RADIUS DELTA/BEARING
L1 ------N55"1J'4J"E
C2 90.00' 21"47'57"
CJ 38.00' JJ"45'J5"
LENGTH
121.57'
34.24'
22.39'
NOTE
1. ALL WORK IN EXISTING WATER
LINE TO BE STARTED ONLY AFTER
FIRE DEPARTMENT APPROVAL OF
WATER SUPPLY SHUT-OFF
2. TRENCH REPAIRS SHALL MATCH
CITY STANDARD owe. GS-25 TO
GS-29 AS APPLICABLE.
Hofman
Plannlng & Engineering
3156 Uonshead Ava,ue, SUlte 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplannlng.am
DESCRIPTION: CLSB-130 2.5" BRASS DISC
LOCA T/ON: SE COR INLET AT THE END OF CURB RETURN
AT NE COR OF GRAND A VE AND WASHINGTON ST
RECORDED: 21512012
ELEVA T/ON: 40. 910' DA WM: NGVD 29
1°r~!L1!!.12.
HAl<IN LI, PE DATE
\
--1-A_o_;t\.,\-en_c..r\.C e
\
\
\
\
\
\
\ 7-~
\
\
\
\
\
0 1 o' 20'
I
40'
SCALE
1" = 20'
80'
I
I
-rl\-er-e. + ,,.,..
g,.,, \dir¥) 1>,1c...<s, €1 ,'""'V\°'fed
se..,J«.r, 110 ... ~-cr i4.(:';,,-< S-<-f\Jit:.~ i.0e.r-e. no-\-,·/\~tc.lle.cl.
" AS B U I LT"
V).i~J ;, 1~fsl/1I
P.E.C.$1069' EXP. 06/,D/t'f DATE
INSPECTOR
11/,--1/,a
I DATE
1------,f----t------------i---i------t--t----i I sHrET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~='...:::::========:::'..'.:::===;
DA TE INITIAL DA TE INITIAL DA TE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
ARMY & NAVY ACADEMY ATHLETIC FACILITY
11.P l'Z,•13
BEECH AVENUE : PLAN AND PROFILE
APPROVED:~-izt, M GLEN K/1,~/iSKI
ENGINEERING~R PE 41204 °EXPIRES 3/31 /13 ~~ATE
DWN BY: EC/SE
CHKD BY: <!ry!,,-
RVWD BY:
PROJECT NO.
CDP 12-04
DRAWING NO.
476-5
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