HomeMy WebLinkAboutDWG 469-5; CT 04-10A; POINSETTIA PLACE; 01-09)
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/.OUSL Y APPROVED BY THE CITY
OF). CARLSBAD REGARDING IMP~,°VEMENTS SHOWN ON THIS SET OF PLANS.
J\ r1'1
2. AP~f?OVAL, OF THIS PLAN oqEs NOT LESSEN OR WAIVE ANY PORTION OF THE
CA,l'!,LSBAD MUNICIPAL CODE,[\ RESOLUTION OF CONDITIONAL APPROVAL, CITY
STA{'IDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PER;TAIN TO THIS PROJECT. ,t THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REV/SE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. (. . ' j', I ,r .3. CITY APPROVAL OF PLANS •DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-1 ; ,,
OF-~ORK FROM RESPONSIIJILIIlf FOR THE CO,lRECTION OF ERRORS AND•
OMISSIONS DISCOVERED DU[:<JNG CONSTRUC'"t0N. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO. THf CITY ENGINEE,l FOR APPROVAL.
4. A . RIGHT~OF-WAY PERM1i°iJ..F~QM THE C'TY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLl(f.; /{/G~fiv/OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/f/CA TE OF JNSI.JJj/1,/'i.C,f:i,/r!)JST BE FILED NAMING THE CITY OF CARLSBAD AS
AN c. ADDITIONAL /NSUREQJ1/QN,Jlfil}!E PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF /$1,000,000.00 FOR 'c:F;A,CH1•,e::occuRRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE> POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE. CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE. '.
5. NO WORK SHALL B(i CQA1iAENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS 1,/A Y BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR. TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT. : ' /:ii ·
7. NO REVISIONS WILL BE MADE TO THfiSE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY. E;{'IC!INEER, NO.fEO (,r;,WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS 'AND/TITLE SHEET.
-1' _.-,)tr,.\\"" . -. (,-!;
8. ORIGINAL DRA.Wl{'IGS ;. SHALL BECOME T~E PROPERTY OF THE CITY UPON BEING
SIGNED BY THE C/T.Y ENGINEER. . .. •.,ifl,
• · " ~-', ':.,·"t"i>'Sj.-""
9. THE ORIGINAL· DRA\Yff./G SHALL BE Rf;VI,$ o;.To REFLECT AS-BUILT CONDITIONS
BY THE ENGJNEER-~r~riORK PRIOR T0
0
F(~ CC,EPTANCE OF THE WORK BY THE
CITY. ,, .. , . . · ..•.. ,, · 1, :v:::\,,t-:. , -· ----, ---•· !
10. ACCbS FOR FIRE: •;t;ND. OTHER EMERGENC •.. HICLES SHALL BE MAINTAINED TO
THE: PROJECT SITE :-4r:1,t\tTJMEci DURING CQN LRvc~oN.
11. WHERE TRENCHES Af?E \'WITHIN CITY EA5EMEN}S, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY '1/0F{K SHEETS AND (C) COMPAC.T/ON
CURVES, SHALL BC Sl,JBMIUED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY. DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOIU$''>.,REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN (V/O~'Jr;WdRKING DAYS OF COMPLETION OF FIELD TESTS. -THE
WRITTEN FIELD COMPACfi_DN REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. . ,...,.
12. A PRFCONSTRUCTION MEFtlNG SHA/ l BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK ANO_ '-SHALL BE ATTENDED BY ALL REPRESENTA T/VES
RE~PONSJBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION. TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE-AT (760) 438-3~91 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
, PRIOR TO SCHEDULING.
1 .3. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION 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 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
5HORIW'. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFET.Y AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CJT.Y ENGINEER ANO/OR CONCERNED AGENCY SHOWING
, THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THERE///, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE /IN DEPTH AND APPROVED BY THE CJT.Y ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS FSTABl /SHED BY THE C0NS7RUCT70N SAEEIY ORDFRS Tl ll E 8
CALIFORNIA ADM/N/STRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK _,.'JNE
DURING CONSTRUCTION, oPERA TIONS Will CEA SF IMMFQIATFI Y; AND THE
PERMITTEE WILL NOTIFY THE C/T.Y ENGINEER. OPERA T/ONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORIT.Y FROM THE CITY
fi;_NGINEER 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, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 AM. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPfRA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CJ TY
HOLIDAYS IS AVAILABLE A, THE ENGJNECR/NG DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FU!! WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RE5PONS/8LE FOR ANY DEBRIS OR DAMAGE
OCCURRING Ai ONG THE HAUi ROUTE OR ADJACENT STREETS AS A RESUI T OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON 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 THE LOCATION OF ALL EXISTING FACILITIES
· --( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT JS FOUND THAT THE ACTUAL . LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
' 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY. COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO START/NG·CONSTRUC7JON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-41.3.3
SDG&E (800)660-7.343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE. [760)438-7741
COX COMMUN/CATIONS (700)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (7•'0)434-2980
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (?.50)438-2722
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TRACT _NO. CT 04-lO(A) CARLSBAD
POINSETTIA PLACE
:---., . ,-~•r,-,
WORK TO BE DONE LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
SEWER
8" SEWER MAIN SOR 35 .............................................................. *S-5
6" SEWER MAIN SDR 35 .............................................................. *S-5
SEWER MANHOLE .......................................................................... *S-1
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)
C/T.Y WORKING DAYS BEFORE THE WORK BEGINS. SEWER, WATER,
STREET
CASSIA ROAD AND PRIVATE
IMPROVEMENT PLANS
SEWER MAIN CLEANOUT.. ............................................................. *S-6
4" SEWER LATERAL ...................................................................... *S-7
6" SEWER LATERAL ...................................................................... *S-7
<I ◄
<] QAH <]
O co ----<@ I a" @ 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 LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED 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 CIT.Y ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE COOE.
6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PtR THE
PROFESSIONAL LAND SURVEYORS ACT.
9. 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 ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRA VJTY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA TJONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFET.Y ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION 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 CONSTRUCT/ON.
(TELEPHONE NO. {760] 438-.3891) _
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & 3.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFET.Y BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSNA NOT/FICA T/ON AND 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. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAo·s DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTJON 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 CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)4.38-.3891.
6. 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.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THODJC 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
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X 30" 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. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES.
14. AXIAL DEFLECTION AT 'rHE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE 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.D. FOR
0900.
I SEE SHEET 2 FOR SIGNING AND STRIPING NOTES I
, "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 670.3 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. ., . I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, O.F,;Mc=Y=~
RESPONSIBILITIES FOR PROJECT DESIGN. ~
FIRM: PANGAEA LANO CONSULTANTS, INC.
ADDRESS: 2834 [A-MIRADA DRIVE, SUITE H
CITY, ST.: VISTA, CALIFORNIA 92081
TELEPHON§::...w6-:w
BY: --1.~~~Ld. ~lli~•-·~.:::,,ee::=:::.,,~-----DATF· {2•0(, ZOfl
RICHARD C. BRASHER
R.C.E. N0.:_4.-.:c.3:..=8cc19:..._ __________ _
REGISTRA T/ON EXP/RAT/ON DA TE: ~6~/~3~0/~1~.3 ___ _
'7 P.t°\NG,l\Ei\._
--· . ·-a ~.:-,~· -:..,._
~ Li.ND .C01'-iSU t··L'.\,N T 5, l NC.
VICINITY
CITY OF OCEANSIDE
HIGHWAY ?a -
PACIFIC
OCEAN
MAP
~ CITY OF ENCINITAS '--_,-,_ _ _,
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIR£CTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3.
4.
5.
6.
7.
8.
9.
10.
11.
THIS SET OF PLANS '
RESOLUTION NO. 6650 DA TED DECEMBER 16, 2009
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEO TECK INC
_____ DATED DECEMBER 2, 2010
THE SAN 0/EGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS RESOLUTION 6653
DA TED DECEMBER 16. 2009
STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS
DA TED JUNE 21 2010 WD/0 NO. 9 37C.3591?7
STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANIS
DA TED APRIL 15 2010
CALIFORNIA STORM WATER QUALIT.Y ASSOCIATION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. r
OWNER
SHEA HOMES INC.
9990 MESA RIM ROAD
SAN DIEGO, CA 92121
SARAH BECKMAN
PHONE: 1-858-526-G554
FAX: 1-858-320-0437
WATER
8" PVC WATER MAIN DR 18 ...................................................... **W-2 --w---w-
8" GATE VALVE (RESILIENT WEDGE) ......................................... **W-16
2" MANUAL AIR RELEASE ASSEMBL Y ........................................ **W-6 -
2" BLOW-OFF ............................................................................. **W-6 I ffi ·1
FIRE HYDRANT ASSEMBLY ......................................................... **W-12 [),\-;::;:
THRUST BLOCK ........................................................ **W-15 & **W-19 f---'.:.-'...@
2" WATER SERVICE WITH 2" METER .......................................... **W-4 L________f.,,'\
2" WATER SERVICE WITH 1-1/2" METER .................................. **W-4 ~ /..-
1" WATER SERVIQ[::_,,WIT.H 1'' ME~ ....... -_ .. ·.·:~_· .. _ ......... ~~:~-~-. _,p~~ .. ,W)-_.;f&\/4;._. ·.· rlRt' SERVICE WITH...Qil..,E"VALVE AND ENQ .CAP................. ·. · .... · , ____ . ~ '.-
SADDLE WATER CONNECTION (8" TO EXISTING 30" STEEL) .... **W-14 . . '· .. i>:t::::\
2"FIRE SERVICE WITH SHUT OFF VALVE IN METER BOX ....... ~lW-4 I· [ · ~
1,428 LF
5 EA
4 EA
4 EA
4 EA
16 A
1 E~
12 E~ \
2 EA
l EA
2"EA
12 °EA
RECLAIMED WATER (SEE 2"FIRE SERVICE NOTE BELOW) . . ~-
2"--!RRI.G.__SffiVr&; 1 1/2" METER WITH ~ **W-3 &**W-20 ~~~",.... 1 1/
STREET IMPROVEM~~ '-....__~ ======= ·--
6" CURB AND GUTTER TYPE (G) ................................................... G-2 _)L_J~ 63 LF
5' CONCRETE CROSS GUTTER ................................................... ***G-12 ,, .... ,., .... ,• ... ,,.,,.. 390 SF
5' SIDEWALK (CASSIA ROAD) ........................................................ G-7 ]1----rf 7,410 SF
CONCRETE DRIVEWAY (24' WIDE) .............................................. ***G-14A __ -_~_-_-_-_~_-__ 255 SF
REMOVE EXISTING CURB AND GUTTER ........................................... .
PEDESTRIAN RAMP ................. , ...................................................... G-27
TRENCH RESTORATION .................................... 1., ......................... *GS-25
STREET LIGHT (5,500 PUPIL LUMEN / 40 WATT HEl) ............. ***E-1
PRIVATE STREETS
4" PAVEMENT AND 6" BASE ( SEE STRE~T NOTE # 1) ........ ..
STREET SUBGRADE PREPARATION ...................... _ ....................... ..
PERMEABLE PAVERS (CONSTRUCTED ON PRECISE GRADING PLAN)
4" AC DRIVEWAY/COURT YARD .................................................. ..
STAMPED CONCRETE ................................... _ ................................. .
6" STANDARD CURB ...................................................................... G-1
6" CURB AND GUTTER TYPE "G" ................................................. G-2
6" MEDIAN CURB ...................................................................... ***G-6
4.5" CONCRETE SIDEWALK (ONSITE) ............................................. G-7
CONCRETE CROSS GUTTER ....................................................... ***G-12
2' CONCRETE SIDEWALK (PARKING SPACES) ................................ G-7
3' WIDE CONCRETE RIBBON GUTTER (SEE DETAIL, SHT 3)........... -
. PEDESTRIAN RAMP ........................................................................ G-27
PEDESTRIAN RAMP (MODIFIED, SEE DETAIL, SHT 3) .. _ .............. ..
STOP SIGN (MOUNTED ON STREET NAME SIGN POST).CAMUTCD R1-1
STREET NAME SIGN ......................................................................... ..
BLUE RAISED PAVEMENT MARKER ............. ~: .................................. M-19
STOP LEGEND ....................................................... PER CAL TRANS A24D
STOP LIMIT LINE ..................................................... PER CAL TRANS A24E
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C·:-,:.,i/• .. ,.,,,.'!
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i 1 1 i
+ +
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STOP
ALL STANDARD DRAWING ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS
(SDRSD) UNLESS NOTED OTHERWISE. . •... ·-..
' '
'
100 LF
2 EA
60 LF
1 EA
..
38,989 SF ..
40,329 SF
2,890 SF
9,696 SF
1,340 SF
" 749 LF
. 1.952 LF
20 LF
5,490 SF
390 SF
1,520 SF
4,650 SF
i 4 EA
4 EA
3 EA
3 EA
_} ' 6 EA
3 EA
3 EA
~ V • ...-,~, .. a. 'IS_,. __ <':"'_,.,,;,!,;~;;_
___ ,,,.:1~~i:ti,~~,1fr~AEJ~~~=~:~~RAw1NG. -""•,,./.-.,~--.,,.~.'¾ ... ,,. ,,
f"' (SDRSD) AS PER CARLSBAD MODIFICATIONS. "
2" FIRE SERVICE NOTE: \_,
\..
2" FIRE SERVICES TO HAVE AMES 3000B ABOVE GROUND 2"DOUBLE \\, ·.·•• ..•
CHECK DETECTOR ASSEMBLY WITH BYPASS METER AND CONDUIT TO
ALARM PANEL PER W-22. _
INDEX OF SHEETS
~ ... ,.. ~·,~:·~~':'.:.': :;:.;;::,~:~~~::_~f',~'."" ""'" .. J
"', /~ _,..,-it-;.. ) ,"<:,,. ...... SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
PHOTOGRAMETRY METHODS FROM JNFORMA TION GATHERED ON JULY 21
1999 BY ROBERT I UNG & ASSO.=Cf~A~IE-S~-------
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
BASIS OF BERARINGS
THE BASIS OF BEARINGS IS THE CALIFORNIA
COORDINATE SYSTEM ZONE 6 EPOCH 1991.35
GRID BEARING BETWEEN CITY OF CARLSBAD
SURVEY CONTROL STATIONS DESIGNATED
'CLSB-039' AND 'CLSB-068' PER RECORD OF
SURVEY NO. 17271.
I.E. N 25'39'12" E
BENCH MARK
THE BENCHMARK IS CARLSBAD SURVEY
CONTROL STATION DESIGNATED 'CLSB-068'
PER RECORD OF SURVEY NO. 17271 A 2.5"
DISK IN DRAINAGE BOX SOUTH SIDE OF
CASSIA STREET OPPOSITE THE EAST
INTERSECTION OF KALMIA STREET. ELEVATION
268.534 NGVD29
PROJECT LOCATION
SHEET 1 -TITLE SHEET ~"-.,.,, ~ "•~-.~ // ·•~ ......
SHEET 2 -KEY MAP "',..~--... =-•=.,,,..--,..~~ ir-.~~~=~----.~-«<~*"" '"-~--/
SHEET 3 -TYPICAL STREET SECTIONS AND DETAILS ' . _,,_== .. ·•=• \"'-·-----✓---
SHEET 4 -WATER AND SEWER IMPROVEMENT PLAN , I
SHEET 5 -WATER AND SEWER IMPROVEMENT PLAN • ·
SHEET 6 -CASSIA ROAD IMPROVEMENT PLAN CITY OF CARLSBAD FIRE DEPARTMENT SHEET 7 -FAIRLEAD AVE PRIVATE IMPROVEMENT PLAN
SHEET 8 -FAIRLEAD AVE PRIVATE IMPROVEMENT PLAN
SHEET 9 -FAIRLEAD AVE AND GENOA LANE PRIVATE
IMPROVEMENT PLAN
REFERENCE DRAWINGS
341-5, SHEET 8
354-9, SHEET 4
REQUIREMENTS
NO. OF F.H.(s)_±_ F.FLOW 2750 G.P.M. OUT OF_2_F.H.(S).
BLO 1SPRINKLED @No ... F.FLOW __ G.P.M.
. .,. ~ --2_ , I (1 ,/;_. 't,_
FIR! MAR HP(_ 1 ' DATE
"AS BUil T"
INSPECTOR
I-I-===:===:====================~--<·:====:===:===:===: I SHE1ET I CITY OF CARLSBAD I Sfl;,ETS I ENGINEERING DEPARTMENT v ~===-'==============="=~ IMPROVEMENT PLANS FOR:
OC:CU°f\'ta t:(..evA,lONS. POINSETTIA PLACE
/!\DELETED 8-6" FIRE SERVICES AND W-22
: DCVD. ADD 12 -2" FIRE SERVICES WITH GLEN K. VAN PESKI
i METER BOX S. SHUT OFF VALVE. DELETED
THIS PROJECT IS LOCATED WITHIN ASS£SSORS PARCEL NUMB£R(S)
215-020-06
i I -l"WATER SEVICE. ADDED 2"FIRE
11\ SERVICE NOTE. DWN BY: ·"·
CHKD BY;,!bl DM
RVWD BY: RB
i/7t/'Z D TE
. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: DATE INITIAL DATE INITIAL
N 1986 E ___ -"6"'-24-"6=-------ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
\
PROJ.ECT NO.
CT 04-l0(A)
DRAWING NO.
469-5
022112
i
r
I
I
I
I
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r>r:'c 2"2 D.t::.: a 1128 EJBJ'vJ
LOT3
OPEN SPACE
11.55 AC
-------------
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LOT6
0.65 AC
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SIGNING AND STRIPING
L THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIG,\!l~:G AND
STRlPING:
2. ALL SIGNING, STRIPING AN"b PAVEIV[E"IT MARKINGS SHALL CONFORM TO THE
CALIFORNIA .MANUAL ON UN.iFORM TRAFFIC CONTROL DEVICESJPHWA'S MUTCD
2003 REVISJON I, AS AMENDED FOR USE IN CALIFORNIA), THE CAL TRANS STANDARD
SPECIEJCATIONS{LATEST VERSION!, THES_E PLANS AND THESPECIAL PROVISIONS.
3. Aft SIGNING ANDSIRJ]'JNG r; SUBJECT TO THE APPROVAL 01' tHE C[TY ENGINEcR
OR rns REPRESENT ATIV"E, PR[OR TO_ INSTALLA"TTON.
4. AN'{ DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED
BY THE CITY ENGlNEER OR HIS REPRESE,'.'rIATIVE PR!OR TO ANY CHANGE l:N THE
FJ8LD.
5. ALL STlt!PlNG SHALL BE REFLECTlVE PER CAtrnANS SPECJFICATJONS. STRIPING
SHALL BE REPAINTED TWO WEEKS AFTERlN!TlAL Pt\!NT!NG.
6. ALL SIGNAGE SHALL BE REFLECl1Vc PER ASTMDESJGNATJOND4956 AND SHALL USE
TYl'E IV PRISMATIC REr'LECTIVE _SHEETING (HlGH INTENSITY PRISMATIC OR EQUAL)
UNLESS OTHERWISE SPLUFIED. Ki.-! "STOP", [{1°2 '·Y[ELD'', R2-I '_'SPEED LIMIT'" AND
STREET )[AME SIGNS .SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE
SHEETING (DIAMOND GRADE VIP OR EQUAL}.
7 . .LETTERINp ON GROUNDCMQUNTED STREET NAME S.IQNS ON LOCAL RESIDENTJAL
STREETS (SPEED LrMITOF 25 MPH OR LESSJ SHALL BE 4'.' HIGH CAPITAL LE1TERS
LETTER!NG ON GROUND-MOUNTED STREET NAME SlGNS ON. PRlME ARTERJALS,
MAJGi<. AKTERlAlS AND SECO)[DARY ARTERlALS (SPEED UMff GREATER THAN 40
MPHJ SHA.LL flE K.INCH HIGH CAPITAL LETTERS LEn'ERINOON ALL OTHER GROUND-
MOUNTED STREET NAME SIGNS SHALL BE 6 JNCH HIGH CAPITAL LETTERS. .
8. STREET NAME SIGN BLANKS SHALL BE ,LAT (NON EXTRUDED:, AND STREE1'_SIGN
POSTS SHALL lJo .MINIMUM 11 GVAGE I 3/4" SQUARE TUBING PER SAN DlEGO
REGIONAL STANDARD DRAWING M-45.
~. PRIOR -rb FINAL ACCiEPTANCE OF STREET lMPROVE.YlENT.S, ALL STREET STRlPfNG
AND MAlUC!NGS W!HIIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT
WJLL BE RESTORED Tb A •'LlKE NEW" CONDI110N,. lN A MANNER MEE"TTNG THE
APPROVAL OF THE crrY INSPECTOR.
!IJ, .BXACT LOCATION Or STRIPING ANDSTQP L!MJT l.,INGS SHALL llE APPROVED llY THE
. CITYENG[NEEROR HIS REPRESENTATrVEPIUOR TO INSTALLA "DON
, L CONTRACTOR SHALL RE,,10VE ALL CONlLiCTrNG PAINTED LINES, .M1\RKINGS AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL llE PROMPTLY REMOVED BY THE
CONTRACTOR.
12. ALL PAVEMENT LEOENDS SHALL .BE tiff LATEST V.:RSION OF THE CALTRANS
STENCILS .
13, LLMtf LINES ANJJ CROSSWALKS SHALL BE t'JE,LD LfJCA TED. CROSS\VALKS SHALL
HAVE 10 FOOT l'lSIDE D.lMENSlON lJ:NJ.'i.SS OTHERWISE SPECfflED.
14. ALL C:RO~SWALKS, LlMIT LINES, ST(),· I>;\KS, PAVEMENT ARROWS AND PAVElvIENT
LEGENDS SHALLBE THERMOPLASTIC.UNLESS OTHE!l.WlSE SPECIFIED.
15. flREHYDRANT PAVEMENT MARKERS SHALL CONFORivl TO THE CALJFORN!A MUI'<:'D
ANDSAN DIEGO REGIONAL STANDARD DRA WINO b l•l!l,
16. ALL $JONS SHAU, HE STANDARD SIZE As SHOWN !N THE C,\LJFORNI.'\ MUTCD
UNLESS OTHERWJ3E SPECIFIED,
17. SIGN .POSTS SHALL BE SQUARE PcRFORATED STEEL TUBING WITH HREAKAWAY BASE
PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
18. WHEN A SIGN IS ATfACHEDTO A POLE, !TSRALL BE 1/iOONTED lJSlNG A STANDARD
CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
1g_ EXIST!Ni;i,•S!GNS REMOVED BY THE CONTRACTOR SHALL BE DELTVERED BY THE
CONTRACTOR JUTHE CITY OF CARLSBAD PUBLfC WORKS YARD AT 405 OAK A YR
JU. ALL SIGNS SHOWN ON THESE .PLANS SHALL BE NEW SIGNS PROVIDED AND
INSTALLED BY TflE CONTRACTOR EXCEPT THOSES!G.'{~ SPECIF[('ALLY SflO\\"N A.~
EX!SrtN OTO. BE RELOCATED QR TO RE\!A1N,
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
KEY MAP
INSPECTOR I ~ATE
· /4Ess10
Sl C,
LOT 8
FIRE ,\CCESS LEGEND LOT 3
1. PAINTED "RED" CURB,. .. .,,,.,.,,,,,,,,,,,,,,,,,,,,,, .. ,,,,,,,,
2., WHITE LE1TERING "NO PARKING FIRE LANE",,,,,,.
,,,,,,,-t---+-~---------+-----t----t---------t---t I SH2EET .1 CITY OF' CARLS BAD ~
ENGINEEf,ING DEPARTMENT ~ ~='--'===========-==~
o. 4381
p. 6/30/
c1v1"-By ttf/:IJ.1.Loate: 1? •Q · 7# 11
Name: Richard C. Brasher
R.C.E.: 'J819
S, PAN G:.___A"?-::\. . ' ' -. ~
LAi"ID CON su1. ·{_.\1:,iT 5,. { N c·.
'
6-30-2013
♦
NOTE:
STANDARD CURB':" 80RDERING FIRE ACCESS ROADS SHAI.L HAVE THE
WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL
AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN
TWENTY--FIVE FEE:r, LETTERS SHALL B~: OF BLOCK STY.E, MINIMUM FIVE t-----t----t-;,;----------
(5) INCHES IN HEIGH1' WITH A STROKE OF NOT LESS THAN 3/4-INCH,
AND SHALL BE WHITE ON A RED BACKGROUND, THE BACKGROUND
SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST
LETTERS OF THE TEXT.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
11i,, _______________ .. _______ , ___ ..,, ____ _, ________________________________ ...,. ___________ ~;.;~
iMPROVEMENT PLANS FOR:
POINSETTIA PLACE
APPROVED:~ ;I 7/4z M GLEN K~ v!/~Kt
ENGINEERING MANAGER PE 41204 EXPIRE$ 03 31 13 DATE
DATE INITIAL DATE IN!1iAL
OTHER APPROVAL CITY APPROVAL
~~~gBi~;sm~~ ~, C;R~~cr1~o(A) I o~~~~~c
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1022712
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(0 0)
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SEWER LATERAL TABLE
LATERAL STATION LATERAL LENGTH INVERT AT MAIN INVERT AT END
BUILDING 1
· 4" LATERAL 10+15.90 26.20 237.30 242.90
4" LATERAL 10+36.98 27.20 237.52 242.90
4" LATERAL 10+58.15 27.80 237,73 242.90
4" LATERAL 10+80.81 28.20 *37.96 242.90
4'" LATERAL 11+04.95 26.40 238.21 242.90
4" LATERAL 11 +29.64 . 21_90 238.67 242.90
BUILDING 2
4" LATERAL 10+21.09 18.00 237.36 243-10
4" LATERAL 10+42.26 18.00 243.10
4" LATERAL 10+63.43 18.00 237.79 243.10
4" LATERAL 10+84.61 18.60 238.01 243-10
j 4" LATERAL
-
11+07.91 21.70 238.24 243.10
BUILDING 3
LATERAL SLOPE BACK FLOW DEVICE
16_79% NO
15.37% NO
14.28% NO
13.26% NO
13.22% NO
-13.84% NO
25.22% NO
24.06% NO
22.83% NO
20.9'1% NO
16.87% NO
& BASE
GENOA LANE (PRIVATE)
NOT TO SCALE
STA. 1 o+oo -10+82.s7
(SEE PAVEMENT SECTION NOIE)
VARIES 30' TO 56' I
''VARIES 15' TO 28' VARIES 15' TOl28'i
4" LATERAL 10+37.99 10.00 240.72 245.10 31.80% YES " 1 · '
4" LATERAL 10+40.99 20.00 240.78 ,. 245.10 15.60% YES ,'t, 6" MEDIAN
- --------------------------------------------
26' . 4' VARIES-SEE PLAN 12' -,,_ ------·',
" CURB__!__" Cf's;,_+-MIN I o" TO 6" ' n--_-_ 1/4' DEEP GROOVEs'k---------1'"--3-' --•1, ---1-3-' ___ ..,,_
B.W. 0 CF--,, '• _ \ ·---_ CF ll?ANSISITION / .. AT 3/4" o.c. (TYP) __
. .
f f e1J.-----<> >a.33% ~i 8 . .JJ% K>_ .. r • --Tl 2.0% I _6:· · __ ,_:_:·_ '<:M4x~ r ,U4X ···--.. : •• ,.
''i?:?"5,,;%;,;,,,•)·0 •··::,4•c'l••··•· "''" ~-:~~ ... ---'1:~·-A(: 6"cF-__;, ' ------._____ 3/8" CF@ 45' ;~L' .----JA ---1:
ST,';. 10+00 -11 +20
(SEE PAVEMENT SECTION NOTE)
26'
/3' I /3'
-----,-~----·------ -----------"'~
C L.
NOTE: RAMP MUST MEET ALL
TITLE 24 AND ADA
REQUIREMENTS
MODIFIED PEDESTRIAN RAMP
NOT TO SCALE
A. C. PAVING OVER --1
2.0%
. 10·
E I
2.0%
'.I
5' . 7'
24" SD
8" SWR
FAIRLEAD AVENUE UTILITY LOCATIONS
NOT TO SCALE
STA, 11 +20 -18+20
4" LATERAL 10+58.99 10.00 241.14 245.10 27.60% YES 6r , '-sc-' -£ , CURB 6"
4" LATERAL 10+61.99 20.00 241.20 245.10 _ 13.50% YES 2 ·0!,, ·1 2.0% 25 • --,2-5 2.0% ''' 2 .0%
4" LATERAL 10+79_99 10.00 241 _55 245_10 -23.40% YEs I;$i;'.: ',\_ · ·,,i;,;;•"""*~*;+'J'•'ff/'.''·;::·\; ··"•'•;•:•':, ,,_,.,.,,"'o:J •~~1/'
Q,1!)'t 2.0% I 2 0% , .; 6 .. ~.0%
-(~~~;~~~~g~wt~-~~~<~;~~{zij~~\iE~'.;({~;~i~;~.:i<~;;;~I~~
SELECT BASE. SEE \ CONC. VALLEY GUTTER --\ PLAN FOR THICKNESS
W/MEO. BROOM FINISH \
\ . \\ 24' --,Is~------'=-··------------'-C-
!-4 __ "_LA_T_E_R_A_L __ t-__ 10_+_8_2._99 __ -t---=20::.:.·::.:.00:___ __ t---=2.::.41::.:..6::2:____-l-__ _:2:..4:.::5::.:..1_:_0 __ + __ 1_:__:1'.:...4:.::0.:.:%:___+ ___ Y_:_:E:::S::...._ ___ 6., CUR!{{[1t~~;'11~;~:(1~t~f~i~tt::~~?~*ft~
4" LATERAL 11+00.99 16.00 241.98 245.10 12.00% YES & BASE
6" CURB & GUTTER A.C. PVM'T __// 6" CURB & GUTTER
& BASE
F AIRLEAD AVENUE (PRIVATE)
c4--__ Jc..'_c_P_,..ER_'-"'Cl~VIL'----"-'OW'--"G-=S·~
\ . 3-\ 12' I 12' ,, "~----~~--------~·-1,-------... ---· --___ __::l's
4" LATERAL 11+03.99 26.00 242.04 245.10 11.63% YES
4" LATERAL 11+06.00 12.80 242.08 245.10 14.22% YES
4" LATERAL 11+06_00 15.20 242-08 245.10 11_97% YES
BUILDING 4 I
, 4" LATERAL 10+41.86 10.00 244.20 248.60 32.00% YES 1t------t---'----'"--'----t-------'-::.:.::.:.:___ __ t---=c.:.::.:.=--=---+.---------'=:.::::.:.--+--------'=:.::.:.::___+ ___ _:_::::::...._ __ _
4" LATERAL 10+44.86 20.00 244.26 248.60 15.70% YES
4" LATERAL 10+62.86 10_00 244.62 248.60 27.80% YES
4" LATERAL 10+65.86 _ 20_00 244.68 248.60 13.60% YES
4" LATERAL 10+83.86 10.00 245.04 248.60 23.61% YES
4" LATERAL 10+86.86 20_00 245.10 248.60 11_50% YES
4" LATERAL 11+04.86 16.00 245.46 248.60 12.12% YES
4" LATERAL 11+07.86 26.00 245.51 248.60 7.27% YES
4" LATERAL _ 11 +08.00 11,80 245.52 248.60 15.93% YES
4" LATERAL 11.08.00 16.70 245.52 248.60 11.26% YES
BUILDING 5
4" LATERAL 10+39.69 10.00 247.55 252.00 32.50% YES
4" LATERAL 10+42.69 20.00 247.61 252.00 15.95% YES
4" LATERAL 10+60.69 10.00 247.97 252.00 28.30% YES
4" LATERAL 10+63.69 20.00 248.03 252.00 13.85% YES
4" LATERAL 10+81.69 10.00 248.39 252.00 24.10% YES
4" LATERAL 10+84.69 20.00 248.45 252.00 11.75% YES
4" LATERAL 11 +02.69 16.00 248.81 252.00 12.44% YES
4" LATERAL 11 +05.69 26-00 248.87 252.00 7.42% YES
4" LATERAL 11+07.00 12.80 248.90 252.00 14.84% YES
4" LATERAL 11+07.00 17.10 248_90 252.00 11-11% YES
BUILDING 6
4" LATERAL 10+40.82 10.00 252.63 258.10 42.70% YES
4" LATERAL 10+43.82 20.00 252.74 20.80% YES
4" LATERAL 10+61.82 10.00 253.38 258.10 35_20% YES
4" LATERAL, 10+64.82 20.00 253.49 258.10 17.05% YES
4" LATERAL 10+83.82 10.00 , 254.17 258.10 27.30% YES.
4" LATERAL 10+85,82 20.00 254.24 258.10 13_30% YES
4" LATERAL 11+03.82 16.00 254.89 258.10 12.56% YES
4" LATERAL 11+06.82 26.00 254.99 258.10 7.35% YES .
4"LATERAL 11+07.00 12.80 255.00 258.10 14_84% YES
-4" LATERAL 11+07.00 17.10 255.00 258.10 11.11% YES
BUILDING 7
4" LATERAL 10+40.63 10.00 255.45 260.70 40.50% YES
4" LATERAL 10+61.63 10.00 255.98 260.70 35.20% YES
4" LATERAL 10+64636 20.00 256.11 260.70 16.95% YES
4" LATERAL 10+82.63 10.00 256.61 260.70 28.90% YES
4" LATERAL 10+85.63 20.00 256.59 260.70 14.55% YES
4" LATERAL 11+03.63 10.00 257.04 260.70 24.60% YES
4" LATERAL 11+06.63 20.00 257.12 260.70 11.90% YES
4" LATERAL 11 +22.63 16.00 257_52 260_70 12.38% YES
-
I 4" LATERAL
4" LATERAL 11 +24.63 26.00 257.57 260.70 7.42% YES 'r------+--------+----=-::.:.::.:.:,-----1f----=::.:.C.:.~---l---------t-------t---~------a
' 11+26.00 12.Bq 257.60 260-70 14.84% YES
4" LATERAL I 11+26.00 17.1Q 257.60 ---260.70 _ _ 11.11% YES
BUILDING 8 .
4" LATERAL 10+40.20 20.oq 258.44 263.90 21.30% NO
4" LATERAL 10+61.20 I 20.oq 258.86 263_.90 19.20% NO
: 4" LATERAL 10+82.20 20.oq 259.28 263.90 17.10% NO
4" LATERAL 11 +03.20 20.oq
4" LATERAL 11 +24_20 2ooq
259.70 263.90 15.00% NO --+---------+-------+-----------J
260.12 263.90 12_90% NO
4" LATERAL 11 +45.20 20.od 260.54 263.90 10.80% NO
BUILDING 9
6" LATERAL 10+79.20 10.oq 259.22 263.90 34.80% NO
6" LATERAL 11 +00-20 10.oq , 259.64 263.90 30.60% NO
GENOA LANE (PRIVATE)
NOT TO SCALE
STA. 10+82.87 -11 +35.85
(SEE PAVEMENT SECTION NOTE)
32'
.
NOT TO SCALE
STA. 11 +20 -18+20
(SEE PAVEMENT SECTION NOTE)
24'
12·
1,-__ ,. ---I I -\~--
2,0%
C I.
2.0%
,,..._ - -------------------
16' 16' E
o CONSTRUCT WEAKENED PLANE JOINTS IN ALL VALLEY
GUTTERS @ /0'-o' 0.C. MAX & AT ALL 90'
CORNERS & TANGENT POINTS -
GENOA LANE (PRIVATE)
NOT TO SCALE
STA. 11 +35.85-11 +93.00
(SEE PAVEMENT SECTION NOTE)
FAIRLEAD AVENUE (PRIVATE)
NOT TO SCALE
STA. 18+20 -21 +60
(SEE PAVEMENT SECTION NOTE)
24'
12· 12·
FAIRLEAD AVENUE (PRIVATE)
NOT TO SCALE
STA. 21 +60 -23+36.66
(SEE PAVEMENT SECTION NOTE)
26' B' or 18'
PARKING ~
,, -6" CURB & CUTTER ~LLEY CUTTER 1 £+, \ 6" CURB --,
!,.J. ... -·· 1 2%' ' :ii$ '2%, . ':_:£::''.' 2% ,-:
A.C, PVM T
& BASE
6"
FAIRLEAD AVENUE WITH PARKING (PRIVATE)
NOT TO SCALE
(SEE PAVEMENT SECTION NOTE)
R/W
JO' I
4.5' 5.5'
o PROV/OE 1/2" FORMED EXPANSION JOINTS @
60"-0' 0.C. MAX
o PROTECT ALL VALLEY GUTTERS FROM ALL VEHICLES
FOR 14 DAYS MIN. AFTER POURING
VALLEY GUTTER
NOT TO SCALE
20' '\-20' 5,5' 4.5'
-4, 6'
f,
10' -1 !
24" SD
.8 .. SWR
F AIRLEAD AVENUE UTILITY LOCATIONS
['1
NOT TO SCALE
STA. 18+20 21+60
VARIES 30' TO 56' .
VARIES 15' TO 28'1 VAR/ES .. /5;fo·28'' .
2.0%
_1_1
8" WTR
g• -
VARIES 6'
1/
TO 79'
GENOA LANE UTILITY LOCATION
NOT TO SCALE
STA. 10+00.00 -11 +93.00
POINSETTIA PLACE TRACT 04-1 O(A)
GENOA LANE AND FAIRLEAD AVE PAVEtv1ENT SECTION NOTE:
PAVEMENT SECTION -T,L= 5.0 -MIN, 4" AC / MIN. 6" AB
(SEE STREET NOTE NUMBER 1) DESIGN SPEED -15 MPH
/
By: /2:d'&. 4Ceate· ! "t · e l:'2b{/
Name: Richard C. Brasher
R.C.E,: 43819 exp: 6-30-2013
~ PA~ ~.1'\.cEA
tAi-..:D .COHSULTANT 5,·i NC.
EXISTING CASSIA ROAD 60' R/W \....coNSTRUCT
NEW 5'
SIDEWALK NOT TO SCALE ' STATION 12+04.59 TO STATION 25+44.78
EXISTING IMPROVEMENTS PER DWG. 354-9 SHEETS
PAVEMENT SECTION-T.l.=5.0~MIN. 4"A.C./6"A.B. DESIGN
(SEE STREET NOTE NUMBER 1)
3, 4 & 5
SPEED=30MPH
i--'----+----1---'------~--------l-----l---1----1--___________j I SH3EET I CITY OE_ CARLSBAD I SHgEETS I
::===-'===E::N:::G::I N::E::E::Rl:::N=:G :=D=:E::::P::::AR:::::T=:M':=E=:NT===----':=::::::=
1--_-_ ----11---'------l----~-------------11---'----1----1---------l--~ I iMPROVEMENT PLANS FOR:
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHcR APPROVAL CITY APPROVAL
POINSETTIA PLACE
,'IPPROVE~ ;I. d, i},.,t GLEN K. ,.N ,6~KI
ENGINEERING MANAGER PE 41204 EXPIRES 03/31/13 ,L
DWN BY:
CHKD BY$4! DM
RVWD BY: RB
PROJECT NO.
CT 04-l0(A)
DRAWING NO.
469-5
1-·
10077·]?
1 L1..; l.
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CURB DA TA TABLE
[1] BEAR/NG/DELTA RADIUS LENGTH TANGENT DESCRIPTION
1 N89"31 'J3"W -0.93' -6" TYPE G CURB & GUTTER
2 90'00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER
J S00'28'27"W -16.05' -6" STANDARD CURB
4 N89'3/'09"W -17.00' -, 6" STANDARD CURB
q S00'28'27"W -16.05' -6" STANDARD CURB
€i 90"00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER
7 N89'31'33"W -150.40' -6" TYPE G CURB & GUTTER
8 10·34'43" 112.00' 20.68' 10.37' 6" TYPE G CURB & GUTTER
9 N78"56'50"W -64.27' -6" TYPE G CURB & GUTTER
10 10'29'14"W, 88.00' 16.11' 8.08' 6" TYPE G CURB & GUTTER
11 N89'26'04"W -202.70' -6" TYPE G CURB & GUTTER
1:,Z N00'33'56"E -2.50' -6" TYPE G CURB & GUTTER
13 90,'00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER
l-1_4-+ __ N_8_9~1'2_6_'0_4_'~'W __ +----------+--7-'-1.-'0-'-0_'-+-----,6_'_' _Tc_YP_E'--CG CURB & GUTTER
l-1-'-5-+_~1='0=''2='9~·1~4~"-----,f-1'-1-=2'-'.o'-=o_'-+-=2"'-0'-'.5'-=0~'-+-'1'-=0C-'.2C.C8'-'-+-=-6~"-'T-'-Y,'-'P=-E--'-( ,URB & GUTTER
16 N78'56'50"W -53.25' -6" TYPE G CURB & GUTTER
17 10'34'43" 88.00' 16.25' 8.15;' 6" TYPE G CURB & GUTTER
1/3 S89"31'33"E -3.13' -, 6" TYPE G CURB & GUTTER
19 545"45'1/"W -11.34' -, 6" STANDARD CURB
2/J S89"3/'33"E -192.00' -i 6" STANDARD CURB
21 N44"39'58"W -il.34' -6" STANDARD CURB
18+00
CENTERLINE DA TA TABLE
BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS
1 S89'31 'J3"E -201. 71'
2 10°34'43" 100.00· 18.46' 9.26'
3 S78'56'50"E -58.82'
4 10'29'14" 100.00' 18.30' 9.18'
5 S89'26'04"E -202. 70'
11 VERT: 1"=4'
19+00 20+00 21+00
PERMEABLE PA VERS It/ Tf)F
DRIVEWAYS WILL BE C(JNSTRUCTED l. ON THE-PRECISE GRAf,fNG PLANS
DRAWING 469-5C.
. ·•·--, .. ' -_,
SEE EN(JROACHMENT AGREEMENT FOR PERMEABLE
PAVERS SURFACE IN FAIRLEAD A VE'. -GENERAL
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PR 11-37
GRAPHIC SCALE
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INSPECTOR I DATE
l----+----1------------t----+---+----1----1 I SHBEET I CITY OF CARLSBAD I SH9EETS I ENGIHEERING DEPARTMENT ~='-==========:::::'...':::== IMPROVEMENT PLANS FOR:
POINSETTIA PLACE
~ L DRIVE "c" srA: 16+00 To 21+00--=== ~~~:~1'lafei'2 ·ol-'Ld,1-:---t-~---1------------------+---+---l---l----l :C:A=P=P=R=o=-v=E=D~c;:i =ci:==;1=_ =. =z1a=~==tU=. ==. =G=L=E=N=K=.===VAN ¢~Kl
-= R.C.E.: 43819 exp: 5-3o-zo13 1--~1-----t-,c-,---------------+---+-----+----11----1 ENGINEERING, MANAGER PE 41204 EXPIRES 03/31/13 ~TE
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DA TI' INITIAL DATE INITIAL
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21+00 22+00 23+00
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GEN TERLINE DA TA TABLE CURB DATA TABLE PR/VA TE FAIRLEAD AVENUE
l\'ii BEARIN9/DEL TA RADIUS LENGTH TANGENT REMARKS [I] BEARING/DEL TA RADIUS LENGTH TANGENT DESCRIPTION (~)
1 589'26'04"E 10.90' 1 N89"26'04"W -10.90' -6" TYPE G CURB & GUTTER 1
H 2 90·05•45" 32.00' 50,32' 32.05'
3 11'27'38" 100.00' 20.00' 10.03'
2 90·05'45" 20.00' 31.45' 20.03' 6" TYPE G CURB & GUTTER
3 11"27'38" 112.00· 22.40' 11.24' 6" TYPE G CURB & GUTTER
4 11'27'20" 100.00· 19. 99--,,, 10.03' 4 NI 1'47'53"E -00.41' -6" TYPE G CURB & GUTTER 1#1
5 500"28'1 l"W 135.71' 5 55·11•47• 5.00' 4.90' 2.67' 6" TYPE G CURB & GUTTER 1
6 544'31'49"E -4.18' -6 .. TYPE G CURB & GUTTER 2
7 500"28'28"W -95.99' -6" TYPE G CURB & GUTTER 3
8 545"28'11 "W -6.40' -6" TYPE G CURB & GUTTER 4
9 44 '56'33" 5.00' -3.92' 2.07' 6" TYPE G CURB & GUTTER 5
10 500 '3/'38"W -11.28' -6" TYPE G CURB & GUTTER 6
11 soo·31 •31"w -11.24' -6" SlA.NDARD CURB 7 -12 45·03'21" 5.JJQ' 3,93f 2.07' 6" STANDARD CURB 8
13 544 '31'49 "E -' 6.43' -6" STANDARD CURB 9
14 S00'28'28"W -96.JO' -6" STANDARD CURB " 10
15 545'28'11 ''W -8.68', -6" STANDARD CURB 11
By: f ~,.1..--Dated?. •()/•"ZQI/
Name: Richard .C. Brasher
R.C.E.: 43819 exp: 6--30-2013
16 35·30'20· 5.00' " 3.10' 1,60' 6" STANDARD CURB
17 01'5?'i8" 112 G·)'·-:_ .3.84' 1, 92' 6" STANDARD CURB
,-,,,1·,I..-r-·~'.'7;"z6o' 6" STANDARD CU{:B 18 11 '27'38" 88. (j(J ' ,. 8.83'
19 38-0t!'o8" 44.00' 29.26' 15.19' 6" STANDARD CURB
20 14 '42'13" 44,00' 11.18' 5.68' 6" TYPE G CURB & GUTTER ,_
6" TYPE G CURB & GUTTER 21 52·35'53" 5.00 ✓;,-:;:;' 2.47'
12
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14
15
16
17
22 N00'33'56"E i -9.57' -6" STAt'OARD CURB 18
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•• CENTERLINE DA TA TABLI; PR/VA TE GENOA LAN
'~
BEARING'/DEL TA I RADIUS LENGTH TANGENT
S00'33'23"W I ---193.00' -
····-· ---·-----
,t<B DATA TAb'i...;_ PR/VA TE GENOA LANE -
BEAR/AV::. ;_,tL TA RAD/US LENGTH TANGENT DES CR IP T/ON
8[, }5'04" 25.(_.10' 39,23' 24.98? 6" TYPE G CURB & GUTTER
SC /33'23"W --19. 13' --" 6" TYPE G CURB & GUTTER
37·34'42" 30,00' 19.68' 1021· 6" TYPE ,G CURB & GUTTER
76'44'52" 28.00' 37.51' 22.17' 6" TYPE G CURBI & GUTTER
39·10'10" 30.00' 20.51' 10.67' 6" TYPE G CURB & GUTTER
S00"33'23"W -23.79' -6" TYPE G (;URB & GUTTER
90'04'55" 20.00' 31.44' 20.03' 6" TYPE G (;URB & GUTTER
89'58'56" 20.00' 31.41' 19, 99' 6" TYPE G (;URB & QI) I [£:R
S00"33'23"W -23,99' -6" TYPE' G c;URB & Gi/'(ff:R
39'03'50" 30.00' 20.45' 10.64' 6" TYPE G CURB & G_l/fTf:R
75·37 '57" 28.00' 37,40' 22.09' 6" TYPE C t:.f PB & Qi/TTER
37'28'07" 30.DO' 19,62' 10.17' 6" TYPE G CURB & Qi)TTER
500'33'23"W --19.10' 6 .. TYPE G CURB & (;i)TTER ' ~ -
90'04'56" 25,00' 39.31' 25.04' 6 .. TYPE G CURB & ¢,UTTER
130·/Jo'oo" 2.50' 7.85' ---6" STANDARD CURB ! ..
D00'33'56"W 2.00' 6" STANDARD CURB ''I' ---I ' '"""" 130•00'00" 2.50' 7.85' 6" STANDARD CURB ::!: -;:I,
S00'33'56"W 2.00' 6" STANDARD CURB "1, ---I I
SEE ENCROACHMENT AGREEMENT FOR ENHANCED
PAVEMENT SURFACE IN GENOA LANE -GENERAL
UTIUTY ANO ACCESS EASEMENT PER
DOC . .,:/01.;1. -c.;i. 0.,1. 55 C\
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GRAPHIC SCALE
20 0 ~ 10
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( IN FEET )
1 inch =-20 ft.
"AS BUILT"
o~-o,-2a71(,
P. E. <8 . EXP. --"''-"'"'"'--'"'"' (7 IOA't"e
(NSPECTOR
1-------1--+----------------t----J---t---t-----J w CITY OF CARLSBAD
-ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
POINSETTIA. l-)LACE
DRIVE ''B" STA: to+oo )O· 11+93 STA: ?1/_00 TO 23+36.76i
APPROVE~ ;(-z_J,? N: GLEN K. V&,p;~SKI
ENGINEERING. MANAGff<. PE 41204 EXPIRES vo 31 13 fDATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OATE INITIAL DATE INlllAL
OTHER APPROVAL CITY APPROVAL
DWN BY: --_J 0_:_:_ PROJECT NO. DRAWING _NO.
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