HomeMy WebLinkAboutDWG 471-7B; CT 06-27; MUROYA SUBDIVISION; 01-10GENERAL NOTES
1. THIS P:AN SUPERSEDES ALL OTHER P!.ANS PREVIOIISL Y APPROVED BY THE CITY
OF CARLSBAD R[GARDING fMPROVEM[NTS SHO'MI 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
STANDARCS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESt PLANS WHEN NON-CONFORMANCE IS DfSCOVFRED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESP()NSIBILITY 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 ilfGf-lT-OF-WAY PERMIT FROM THE CITY ENG/NEEi, I\ILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC r.tGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/RCA TE OF INSURANCE MUST BE RLED NAMING THE CITY OF CARcSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,00C,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING 0,7 "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTE!< AS C:STABLISHED BY "BFSTS" KEY
RA"'ING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBT.\INED FROM
THE CITY AND OTHER APt'ROPRfA TE AGENCIES.
6. REVl~f(W OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREfl.lENT.
7. NO REVISIONS I\ILL BE MADE TO THESE PLANS I\ITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED I\ITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL ORA I\INGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA I\ING SHALL BE PEVISED TO RFFLECT AS-BUil T CONDITIONS
BY THE ENGINEER-OF-:VORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR RRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE I\ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY S.'IEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE ~UBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT MLL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTVR I\ITHIN TWO WORKING DAYS OF COMPLETION OF RELD TESTS. THE
'Nr.lTTEN RELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE RELD TESTS.
12. A PRECONSTRIICDON MEETING SHAil RE HFl Q AT THE S(Tf PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOP CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WO'!&. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST RVE (5) WORKING
DAYS PRIOR TO STARTING CONSTr.llCTION. APPROVED DRAI\INGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCTION MEETING I\ILL 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 DA\ BEFORE DfE IN5PECDON IS NEEDFI!.. INSPECTIONS I\ILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERI\ISE. REQUcSTS MADE AFTER
2: 00 P.M. I\ILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TEri.
14. THE O'MIER AND/OR Al'PLICAN T THRvUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, fN.;LUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING Ta ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDAIWS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBU/TT.NG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERI.ED AGENCY SHOl\ldG
;HE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS T(l BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
FXCAVA TION OF SUCH TREN.;H OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES RVE FEET (5') OR
MORE IN DEPTH AND APPROVED Bi THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTARIISHEQ RY THE CONS/BUCDQN SAFFTY QB;/[RS llD f R
CALIFORNIA ADMINISTRATIVE CODE, Ti/E PLAN SHALL B£ PR"PARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSF. A COPY OF THE OSH.~
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF Al'Y ARCHACOLOGICAL RESOURCES ARE DISCOVERED I\ITHIN ANY WOR:< ZONE
DURING CONSTRUCTION, OPERA DONS WIii CEASE 11,11,/EOI\ T£LY... AND THE
PERMITTEE I\ILL NOTIFY Tr/E CITY ENGINEER. OPERATIONS WIIL NOT RESTART
UNTIL THE PERMITTE!: HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENG/NfER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON Tr/E SITE OR ADJAr:ENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPART.URE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ~ND 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 UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THC
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA "S 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 OPERATION.
19. NO BLASTING SHALL BE COMMENCE[' mTHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCT.URES AND FACILITIES SHO'MI
ON THE CONSTRUCi/ON PLANS WERE OPTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCT.URES NOT SHO'MI OR IN A LOCATION DIFFERENT
FROM THAT SHO'MI Or-. THE PLANS. THE CONTRACTOR IS 1/EQU/RED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHO'MI ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCT.URES NOT SHO'MI.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION or· ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFRCIENTL Y
iHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACT.UAL LOCATIONS ARE IN CONFLICT 111TH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 71''0 FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR
FAC'LITIES AND SHALL COORDINATE WORK mm A COMPANY rEPRESENTA TIVE.
UNDERGROUND SERVICE ALERT (8001422-4133
SDG&:E (BOO 660-7343
PACIFIC BELL (800 892-0123
TIME WARNER CABLE (760 438-7741
COX COMMUN/CATIONS (760 806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
SEE SHEET 2 FOR GRADING NOTES
CARLSBAD TRACT NO. CT 06-27 WORK TO BE DONE
1JlJROYA THE IMPROVEMENT WORK SHALL BE P:RFORMED IN ACCORDANCE WITH THE
FOLLOmNG DOCUMENTS, CURRENT .AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE MODEL SITE AND PI-IASE
PRECISE GRAD ING PLAN
1 2.
3.
4.
5.
CITY OF CARLSBAD ENGINEER/N(' STANDARDS
THIS SET OF PLANS
PLANNING COMMISSION R[SOLUTION NO. 6686 -~---DATED APRIL 7 2010
THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN
Boor).
SOIT,S ENGINEER'S CERTIFICATE
1. si1AWtt w~ . A REGISTERED (CIVIL/
GEOTECHIIICAL) ENGINEER OF -:HE STA TE OF CAUFORNIA, PR/NC/PALLY DOING
PUS/NESS IN THE Fl::LD OF /,?PLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN 71-,'/S
SITE WAS MADE BY ME OR UNDER MY DIJ/.£.CTION BETWEEN THE DA TES ()F
JJLj Ii./ , 20 DC\ At:D ...n.,~ ,_-Z , 20.l.L. TWO
COPIES OF TH£ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
R£COMMENDA TIO/IS. HAS BEEN SUBMIJJi! IE TO THE OFFICE OF TH£ CITY
ENGINEER. 1/ ~ J
SIGNED: UA_ ~ -~,6r~8. ~'-""-"-"'-'---=-.--,-1 ---------
'fi;f&.,1\~ Vt§~. G.£./P.E. NO.: ,,bll§::=~Z::::.':'7!.!l.='-1,..._ _______ _
lit?° O DA TE: •~/Bf II & , 11o.2114 :i; "', --=:.,___-'-------....,,__,L,------"' eq,.Gbe(/-., Sl LICENSE EXP/R.-!TION DATE: G, °J. I>
~~c~W ~r!W OWNER'S CERTIFICATE
I ( W£ ) H£R£BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETA/1...ED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS s_:,,,, , f-!;')1'½ _ r 2. I ci /1 t
TOM BAINE V.P. TA 'rl.OR MORRISON OF CALIFORNIA, LLC DA TE
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT f
HA VE EXERCISED RESPO/,,'S/BLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DERNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT mm CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAmNGS AND SPECIRCATIONS BY
THE CITY OF CARLSBAD DOES I/OT REUEVE ME AS ENGINEER OF WORK, OF MY fESS
RESPONSIBIUTIES FOR PROJcCT DESIGN. ~~o lo~(
RRM: PANGAEA LAND CONSULTANTS, INC. B(y~~~ C. 8~.P. 1,
ADDRESS: 2834 LA MIRADA DRIVE, SUITE H ;; fr' No. 43819 ~ i
W I "' CITY, ST.: VISTA. CALIFORNIA 92081 "' Cxp. 6/30/13 :a, * I *
TELEPHONJj._ w:422 ~~~~~~~--
BY: If,,,.../"~ ,~ DA TE: f'1.·0i1,·'ZCU
RICHARD C. BRASH£/?
R.C.E. N0.:_4~3~8_19 __________ _
REGISTRATION EXP/RAT/ON DA TE: _6~/._J~0/~1_3 ___ _
)~1/ PA1'TGAEA L ,s;.,., LAND Co~~'SULTAN1s. INC.
VICINITY MAP
NO SCAL!:
BASIS OF BERARINGS
THIS BASl:S OF BEARINGS FOR THE SURVEY IS
THE CALIFOI\NIA COORDINATE ~YSTEM ZONE 6
EPOCH 1991.35 GRID BEARING BETWEEN CITY
OF CARLSBAD SURVEY CONTROL STATIONS
DESIGN A TED 'CLSB-046' AND 'CLSB-044' PER
RECORD OF SURVEY NO. 17271.
l.f N15"15'04"E
~UC TED BEARINGS FROM REFfRANCE
MAPS/DEEDS MAY OR MAY NOT BE IN TERMS
OF SAID SYSTEMS.
THF COMBINED SCALE FACTOR AT STATION
'CLSB-046' IS 0.99995031".
GRIND DISTANCE=GROUND DISTANCE X
COMBINED SCALE FACTOR.
BENCH MARK
SURVEY CONTROL STATION PT. NO. 46 NAMED:
CLSB-046 PER RECORD OF SURVF.Y NO. 17271.
WELL MONUMENT MARKED LS 5667 AT THE
INTERSECTION BLACK RAIL RD. AND MARTINGALt:: CT.
NGVD 29 ELEV = 342.747'
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHO'MI ON THESE PLANS WAS GENERA TED BY AERIAL
PHOTOMFTRIC METHODS FROM /NFORMA nc,·1 GATHERED ON NOV. 24
2004 BY SAN-IO AERIA' SURVFYS
TOPOGRAPHY SHO'MI HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
Tf:IS PROJECT IS LOCATED mTHIN ASSESSORS PARCEL NUUBER(S)
215-04D-03
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1986 E 6246
INDEX OF SHEETS
SHEET 1 -TITLE SHEET
OWNER
TAYLOR MOR,ilSON OF CALIFORNIA, LLC
8105 IRVINE CENTER DRIVE, SUITE 145'l
IRVINE, CALIFORNIA 92816
PHONE: (949) 341-1289
FAX: {949) 341-1400
CONTACT: APRIL TORNILLO
LEGAL DESCRIPTION
THE EAST ONE-HALF OF THE NORTHEAST
QUARTER OF THE NORTHWEST QUARTER,
SECTION 27, TOWNSHIP 12 SOUTH, RANGE 4
WEST, SAN BERNARDINO BASE AND t/ERICIAN,
IN THE CITY OF CARLS3AD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO
UNITED STATES GOVERNMENT SURVEY
S' . 1 2 I'\-.! l 1 --DI N."G--1 -te'!=E&......._ __ _ ~~T 3 -DETll'ILS ,,.
JHEET 4 -PRECISE GRADING BUILDINGS 35-37
6.
7.
/J.
9.
10.
11.
SOILS REPORT AND RECOMMENDATIONS BY GEOTECK. INC
DA TED: JULY 14. 2009 UPDATED: SEPTEMBER JO, 2oor
THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MOD/RED
BY THE CITY OF CARLSBAD STANDARDS.
COASTAL DEVELOPMENT PERMIT CONDITIONS RESOLUTION 6688
DA TED ,1PRIL 7, 2010
STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS
DA TED MARCH 1, 2011 WDID NO. 9 37C361070
STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS
DATED JULY 14, 2011.
CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO .. SYMBOL -< • QUANTITY
SIDEWALK UNDERDRAIN PIPE •••.•••••••••••.••.••.•. D-27
. AREA D0 A1NS....................... .~ ........ ................................. E SHT 3
2 EA
165 EA
6" PVC PRIVATE DRAIN CLEAN OUTS ....•.............•..•.......•..••.•......••.......•. 8 EA
6.,218 LF
623 LF
~ 4" PVC PRIVATE DRAIN PIPE. •.•....•••....•.•.•.......•..•.......••.•.•........•••.•...•...•..
6" PVC PRIVATE DRAIN PIPE. ... (.W.~.sl~). ....................................... .
DE<.:ORATIVE PAVEMENT .....•..........•......•...........•..•.......•.....•......••...•..•......
6"x12' CURB ............................................................................................ .
4" CONCRETE DRIVEWAY •...•.............................•...•...•...•............•..............
CONCRETE STAIRS (6 STEPS AvERAGE) ......................................... M-26
STAIRWAY HANDRAILS {ONG SIDE OF STAIRS) ..••.•.......••.•..•.....•.. M-24
HOUSE WATER SERVICE. ......................................•.........•............•..........
HCUSE SEWER SERVICE. ................................•.......................... , ......... .
HOUSE COMMON TRENCH t.LECTRIC, GAS, T. V & TELEPHONE SERVICE.
TUBULAR STE'::L FENCE PER LANDSCAPE PLAN 471-7L ..................... .
PILASTER PER LANDSCAPE PLAN 471-7L ••..............•...•..•..........•.•..•..•.
6' HIGH ,AN SLUMP BLOCK WALL PER LANDSCAPE. PLAN 471-7L. •....
NON-COMBUSTABLE WOOD FENCE PER LANDSCAPE PL~N 471-7L •...
BLOCK & TUBULAR STEEL VIEW WALL PER LANDSCAPE PLAt>J 471-7L.
----------
-
64 LF
18,098 SF
••
' i
1
'
NOTE: ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS {SDRSD) UNLESS NOT':[)
OTHERWISE
REQUIRED TREATMENT CONTROL BMP TABT.E
TYPE DESCRIPTION OllNERSHIP MAINTENANCE SHEET NO. l!AINTENANCE
AGREEMENT FREQUENCY
TC--32 810 RETENTION HOA BMP AGREEMENT 4 MONTHLY & AFTE:R
BASIN AND CC&R'S STORMS
TC-30 BIO-SWALES HOA BMP ARG£EMENT 4 & 5 MONTHLY & AFTE:R
AND CC&R'S STORMS
SUSMP PROlECT PRIORITY -'----Hc..cl.c..GH'-'------
P~NNm~~EPARTMENT APPROVAL
¼ L.Jr;,,1 'lATE:I /II /12. (SIGNED) _ GJL)CMI NEU. J PLANNING DffiECT_OR
~ ~ DATE:OI/, Oft" (SIGNED) <:""'
"AS BUil T"
~ tZ.(7-t,:,
P.E. 43B!.5 EXP. C,-80-(5 DATE
RECOllllENDED BY: DA:?-J !-{...._hr.C/G6<!,,J
(PRIN'r NAKE) -..,
'"'v·..,.---,SHEET 5 -PRECISE GRADING BUILDINGS 28-29
SHEET 6 -PRECISE GRADING BUILDINGS 13 -20
SHEET 7 -PRECISE GRADING BUILDINGS I -12
SHEET 8 -PRECISE GRADl~G BUILDINGS21-27
fsHml CITY OF CARLSBAD 1---+---+----------------t---1---;-----i----i l_l_j ENGINEERING DEPARTMENT
1---,f---+----------------,f---t---t---t---J
SHEETS
10
I SHEET 9 -DRIVEWAY DETAILS
SHEET 10 -DRIVEWAY DETAILS
REFERENC~ DRAWINGS
ROUGH GRADING 471-7A
WATER AND SEWER 471-7
LANDSCAPE AND IRRIGATION 471-7L
~~ 2L!II,,
DATE INITIAL
ENGINEER OF WORK
A.5-@lt<l.,
I\ ADDED SHEETS 6-IQTn I ""'"ruE..,"•..._Tl.lllnT1871..._,,rSH"-T'-'r'l---l---+-'-l~,/-;e/1Z. I '-vP
DA TE INITIAL CATI: INITIAL
REVISION DESCRIPTION OlHER APPROVAL. CITY APPROVAL
PRECISE GRAD!NG PLANS FOR:
MUROYA
APPROVED:~ ~J ;6_ '/!g/; GLEN K. VAN PESKI ;: . ~ ' f/,2 /J'Z.
ENGINEE~ING ANAGER PE 41204 EXPIRES 03/31/13 ' DATE
DWN BY: Jc.
c:iKD Bv.4it Di?
RW/D BY: RB
PROJECT NO.
C. T. 06-27
DRAWING NO.
471-7B
I
' \
)
040512
-----------. --
0208/2
GRADIN3 NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. 1h'/S P~AN SUPEnSEOES ALL OTHER PL.ANS PR£110USLY APPRO\-£D BY 'THE CITY
OF CAP.L53AD REGARDING GRADING SHOWN UN 1H!S SET OF PLANS.
2. APPRCVAL OF 'THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 'THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, Cli Y
STANDARDS OR OTHER ADDITIONAL COCUMENTS US'TED HEREON AS 'THE'( MAY
PEf.. TAIN TO 'THIS PROJECT. 'THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 'THESE PLANS Wl-iEN ,~ON-CONFORMA'ICE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 'THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR 'THE C?RRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN RE VISIONS SHALL BE PROMPTLY
SUBMITTED TO 'THE CITY FNGINEER FOR APPRC,VAL
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 'NSURANCE AS WfLL AS ADDITIONAL INSUn::D ENDORSEMENT MUST BE
FILED NAMING 'THE C/11' OF CARLSBAD AS AN ADDITIONAL INSURED ON 'THE
PERMITTEE'S POL'CY IN 'THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE CF LIABILITY. TH£ INSURANIT 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. UNLE,:; EXEMPT[D BY SECTION J01.(b)5 er THE U/1:!FORM BUILDING CODE,
RETA.'NING WALLS OUTS/OE OF PUBLIC RIGh r OF WAY REQUIRE SEPARA T[
PERMITS FROr.l THE BUILDING DEPARTMENT.
6. NO . WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE'. CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THFSE PLANS BY THE CITY [NGIN.TR DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL 71-/E PROPERTY OWNER'S PERMISSION
hAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8 NC · REVISIONS WILL BE MADE TO 'THESE PLANS WliHOUT THE WRITTEN APPROVAL
OF ' THI: CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE T/TlE SHEET.
9. ORIGINAL DRAWINGS SH4LL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED 3Y THE CITY ENGINEER.
10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
- ---+-+-I-===-+----
I
I ! I r---l--:1
I
·=-7
I
BY 'THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTA;/CE OF THE WORK BY THE \
CITY. ~
:1. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
I
I
I
I
I
THE PROJECT SIT[ AT ALL TIMES DURING CONS1RUCTION. )
12. Wl-!ERE 'TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITrr:D BY A PROFESSIONAL ENGINEER OF 'THE STAT[ OF
CAUFORNIA, Pl<INCIPAU. Y DOING BUSINES'i IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF :-HE COMPLETION OF FIELD TES1S.
13. A .SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OU'TllNED IN THE SO'LS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON1ROLLFD GRADING
SHALL BE DONE UNDER Tf/E DIRECTION OF A FROFESSIONAL ENGINEER OF THE
STAT[ OF CAUFORNIA PR/NC/PALLY DOING BUSINESS 1/1: THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FU1URE FILL AREAS SHALL BE CONS1RUCT[D IN
ACCORDANCE WITH THE CITY OF CARLSBAD STA.IDARD SPECIF/CATIONS AND 'THE
• EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINA.'IY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO 'THE
PROJECT ,NSPECTOR.
14. A PRECONSTRUCTION MEETING SHAii BE HF/ D AT D-/E SITF PRIOR TO D-/E
BEGINNING Ot WORK AND SHAii BF 6UENDED BY All RfPRESENTAT7.JtE5.
RESPONSIBLE FOH CONSTPUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
A$PECTS o,c llif WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALUNG THE INSPECTION LINE AT (760) 4J8-~891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL 'THEN BE
CONTACT[? BY THE PROJECT INSPECTOR TO COORDINA T[ A DAT[ AND TIME FOR 'THE
PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. T:IE GRADING PERMIT WILL BE PROVIDED BY 'THE PROJECT INSPECTOR
AT THE MEETING.
15. All • INSPECTION REQUESTS OD-/ER D-/AN FOR PRECONSTRUCTION MEETING WI BE
MADE BY CAIi iNG THE ENG/N7[R/f,:G 24 HOUR INSPECTION REQUEST llN[ AT
(760) 438-3891. INSPECTION RE/lUEST MUST BF RECEIVED PRIOR TO 2: 00 P.M
ON 'TH£ DAY BEFOP.E THE INSPFCTIC.'I IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: DO P.M. WILL JE SCHC:DULED FOR TWO FULL WC'RK DAYS LA TrR.
16. 'THE DWI/ER AND/OR APPLICANT THROUGH THE DEVELOPER A'ID/OR CO/ITR4CTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND Si /ALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA Tl:. AND FEDERAL SAFETY AND HEAL TH S~ANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTO,~ SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNr.
A UETAIL PLAN ;O THE C'/TY ENGINEER AND/UR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING $.OPING UR OTHER PROVISIONS TO BE MADE
OF WORKER PROTrCTION FROM THE HAZARD OF CAVING GROUND DURING 'THE
EXCAVATION OF SUCH TRFNCH OR TRENCHES OR DURING 'THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PRFPARED FOR ALL TRENCHES FIVE FEET (5') DR
· MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IE THE Pl AN VAR[[S [ROM D-tE SHORING SYSTFi,1
STANDARDS ESTABLISHED BY THE CONSTRJCTION SAFETY ORDERS. 111lE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINiER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHJ.LL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT AFPLICA TION FOR BLASTING
PERM:T WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES NIE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIA T[L Y, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESiART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CDNDUCT[D ON THE SIT[ OR ADJACENT THERE TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPAR1URE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, COl'ISTRUCTI0/1 EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIM/T[O TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING C,,~ GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOVDA YS. ( A UST OF CITY
HOLIDAYS /8 AVAILABLE AT THE ENG/1":ERING DEPARTM"NT_COUNTrR.)
21. ALL Of/C-SITr HAUL ROUTES SHALL BE SUBMlm:O BY TH£ CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IM?ORT MA TrRIAL SHALL BE OBTAINED FROM, AND WAST[ MATERIAL SHALL BE
DEPOSITED AT. A SIT[ APPROVED BY THE CITY ENGINEER. D-/E CONTRACTOR
SHALL BE RESPONS/BI E FOR ANY DEBR,"S OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR AllJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN IHE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOT[D ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WA T[R IS NOT PERMITTED. ALL EAR1HEt, SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCE~'T SLOPE.
25. THESE PLA,~S ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
'THE CITY ENGINEER OR AS DIRECTrD BY THE PROJEC( 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 TrD, STABILIZED, PLANTrD AND/OR HYDROSEEDED
WIIHIN T[N (10) DAYS OF 'THE TIME Wl-!EN EACH SLOPE IS BROUGHT TC GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
II
II
ii
II
I
I
I
Ii I
II I (
,D.;ALJ ;<;!)Rf A
ENT ,~r:t,.,6~
I
}-____________
I
2i. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PAC'S AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 471-7L , AND/OR AS DIRECTED BY IHE CITY
ENGINEER OR PLANNI/ IG DIRECTOR.
29. 'THE OWNER/APPLICANT SHALL INSURE 1HA T ALL CONTRACTORS SHALL COORDINATE
THE WORK OF IHESE GRADING PLANS ~-11H THAT SHOWN ON BOTH THE LANDSCAPE
AND IRR::;A TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FO.? 7'-11S
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQ'JIREMENTS.
JL. WI-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF IHE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACT[O SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
JI. THE CONTRA'.:TOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumCIEN'Tl y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE AC1UAL LOCATIONS ARE IN CONFLICT WITH Ti/E PROPOSED
WORK.
J2. :-HE CONTRACTOR SHALL NCTIFY AFFECTED UTILITY CJMPANIES (SEE B.'.:'LOW) Ai
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINAT"' THE WORK WITH A COMPANY REPP.ESENTATIVE.
UNDERGROUND SERVICE ALERT !800)422-41JJ
SDG&E 80CJ)660-7J4J
PACIFIC BELL 800)892-0123
TIME WARNER CABLE 760)438-·7741
r;ox COMMUN/CATIONS 76())806-9809
CITY OF CARLS£AD(STREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (76CJ)4J8-2722
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -'THE APPUCANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE T[CHNICAL ADVICE,
OBSERVF AND CONiROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
-···' --·······'·'···~
___ ..........___
WAL 1
' .. ~ LOT 1/
/ ;
/
/
/
• '
CITY OF ARLBBAD TRACT 99~10
J..J'UD.RBER PROPERTY
2' ~.l'D[ CONCReTE: DJTCH
Pm D-75 rm-·o·
AHO-CABLE: RAIL Fb,tCf:
ANS 811-47
0 70P OI--l\'Al
5a DfUI!. ON 5Hrr1 9
37 JCR
~1AP /1/0, 1451B
' .
.~ I ' ~.
\ C.i~ • \ ~\Q I u· §" \ ~
I
I
LOT2
.
'<t-
(X)
----
I
I /SHT 4' i __ _..:, ____________ _)
N c.o co
/
/
/
/
NOTE: 1HE: PORT1'JN OF :ILOPES S, !'It fr/AN 2 1
/
/
/
\
SLOP£ YAR![S 1.5: I Ta 2· 1
/
/
/
/
/
SHAU 8£ RDN.o;?C£0 IW'J"' CEO FASR•C P~
THC SOIi. R£PORT (SCC,_,DtTML ON SHffT 9)
/
/
/
/
/
CITY D
VIARA
/
/
00'06 49" 1340.7
CARLS !AD TRA
'LANNINGj AREA 2
MAP NO 112971 1
C. PR/UR TO FINAL APPROVAL OF A BUIL91NG PERMIT -THE FOLLOW/NC
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA IHE
PROJECT INSPECTOR {15.16.120 A.10} CARL3BAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRR'GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN :JAMPLE OF COMPLIANCE
LETrr:R FROM CITY ENGINEERING DEPARWENT).
(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 QF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY IHE SOILS ENG/~1EER THAT THE
GRADING WAS DONE IN ACCORDANCE WIIH THE REQUIREMENTS AND
RECDMMENDA 1/0NS C'!J'Tl/NED IN IHE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WIIH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J4. UNLESS A GRADING PERMIT FOR THIS PROJFCT IS ISSUED WliHIN ONE (1)
YEAR AFTER THE CITY ENGINEER.$ APPROVAL, IHESE PLANS MAY BE REQUIRED
TO BE RESUBM/TT[D FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J5. THE SOILS REPORT TITLED: GEO TECHNICAL INVEST/GA TION -MUROYA
PROPERTY CARLSBAD CALIFORNIA DATED JULY 14, 2009. AND THE
FOLLOWING UPDATES:
1) SEPTEMBER JO, 2009 -UPDATED GEOLOGIC MAP
2) JULY 10, 2009 -RESPONSE TO REVIEW COMMENTS LETTER
3) NOVEMBER J, 2009 -DRAINAGE SWALES
4) JANUARY 11, 2010 -RESPONSE TO GEOTECHNICAL REVIEW COMMENTS
5) MARCH 2, 2011 REVISED MAY 18, 2011 -STORM WATER MANAGEMENT
CONSULTATION.
6) JULI IE:, 2011 -RETAINING WALL REVIEW AND RESPONSE TO COMMENTS
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT AND UPDATE LETTERS.
LOT4
OPEN SPACE
By: ~,Loate· 12:0S·'Zoll
Narr.e: RicHard C. Brasher
R.C.E.: 43819 exp:_§_-30-2013
, \.-';?PANGAEA
~
GRAPHIC SCALE
00 0 30 60 ~ct Ct1 .;]-: --···=\ . ,
( IN FEET )
I Inch = 60 IL
KEY MAP
120
.. j
J;
r--..
I{)
0
I") • r--..
(X) z
"AS BL;ILT"
£If~
EXP. u•:!J0.(5
REVIEWED BY:
I
{'c.-l?-18
JATE
> ~ LAND CONSULTANTS. INC. ~1.1,#)~ '3-S·
I
fsHEE1l CITY OF CARLSBAD
1---1----1------------------1---+---t---+----1 L._g_j ENGINEERING DEPARTMENT
>---+----+-----------------<---+---+---+---.I
1---1----1-------------------1---+---t---+----1 PRECISE GRADING PLANS FOR:
MUROYA
APPROVED~ -~M-GLEN K. V SKI
I
l A&·lW<<-, ENGINEERING ANAGER PE 41204 EXPIKES 03 31 13 DATE
' ADD SHEETS 6 7 a 8 TO KEYMAP REV. TOTAL SHT 'l 11P DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY:t'.Woi?
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: RB C. T. 06-27 471-7B
040512
GARA3E
f !NISH FLOOR TO GARAGE '"LOOR = 7•
HOUS£ -4 • STEP FINISH FD FLOOR TO
P.\TIO OR STOOP
3 1/2" -FINISH FLOOR=PAD-'-9"(0.75) ~2· STEP FINIShED FLOOR TO FRONT rcJR
ONE STEP TIPICAL PORCH
GARAGE FLOOR=~: E~::~:N\ _2 __ SLOPE __ • __ 31~-2~·-· ~: j.:x::· YE~::i~-r!::·:. ::::.:\\:::::~::::{~::-::~:::~:::]:( : ·---~,,, p:oA:~~:~~:: OR PORCH
·<:. ey,,~).;~ -' _J@.; :'fhi.~€,'~?t*~~%¾:~1'r~~~~,_;,":'~~@'-~1;~~~~-~ ""::>.~~.f»'I> ·'"~~<.-«' ..,,,~, , ~~¥~011'~~ ,v5;»'<'''LcoMPACTED FILL
LcOMPACTED FILL
TYPICAL PRECISE GRADING.SLAB. GARAGE FLOOR. PATIO AND STOOP RELATIONSHIP TO THE PAD
1. 2" STEP DOWN FROM GARAGE FLOOR TO SIDE DOOR STOOP.
2. HIC,H POINTS AROUND BUILDING TO 9E SET 0.1' BELOW PAD. I !
3. BACK YARD HIGH ,'OINT TO BE SET 0.2' BELOW PAD. !
4. ALL SWALES SHALL BE 1 % MIN GRADE.
5. SET SIDE YARD HIGH POINTS AT GARAGE DOOR STOOP, AC PAOS, FRCNT FENCE LINES
6. PLAN 3 FRONT ENTRY PORCH / COVERED WALK TO SLOPE 1 % GRADE TOWARDS
FRO"IT OF HOUSE.
TYPICAL PRECISE GRADING HOUSE SLAB, GARAGE FLOOR, PA TIO STOOP AND PORCH RELATIONSHIP TO PAD
NrS
12• SQUARE GRATE:
NQS !1211 -GRATE
NOS 1230 -ADAPTER
NOS 1266 -OlJTLET
6" SQUARE GRATE:
NOS #638, -GRATE & ADAPTER
{OR EQUIVALENT) 'CT!'l"/!c'J" .m1'~
ATRIUM Gl<ATE IN SHRUB OR
GROUND COVER AREAS
NOS #BO -s• ROUND
ATRIUM GRATE'
{OR EQUIVALENT)
5• BRASS GRATE: {POOL DECK ONLY)
NOS #920B, -GRATE
{OR EQUIVAL~NT)
/" -L 6"x4" THICK 3/4" :RUSH
ROCK '"I MULCH AREAS ONLY
~
<:o~-.J-~ a<c. '< R 0~
1 % !!IN SWALE 1 % Ml' I SWALE '\O <;;;-1 % MIN SWALE ,:v
;>;f$Jh.::>;}P,~ ~~~~~;;;lf"°!,'~m"':,!:i::,='fi,~1¾
1-'VC RISER
VARIABLE DEPTH ----t-
45• BEND
WYE
FLAT GRATES IN ALL TURF AREAS._..........
llifil;_
6" GRATE TO GET 4 • RISERS
12" GRATE TO GET 6" RISERS
,'.') FLOW FLOW '.')
'L---l.i>;:-----<I.J-------;:~
\_ PIPE SIZE PER PLAN FL PER PLAN
AREA DRAIN <PVT.J
NO SCALE
---PVC RISER
VARIABLE DEPTH
90' ELBOW
FL PER PLAN
KRC SPLASH PAN
(OR EQU.IVALENT) \
SPLASH PAN DETAIL
NO SCALE
F~IVATE USE AREA FENCE
5' MIN 5' MIN
2' MIN 2' MIN
HOUSE' HOUSE
.
)
&1 ::~c:::s:,~~7~
Br ~ S-ale·,:Z•Og.'2.o{I
Name: Richard C. Brasher
R.C.E.: 43819 exp: 6 30 2013
g• TYP.
NOTE:
THE FINISHED <lRADE ADJACENT TO THE SLAB SHALL BE 9". THE SLOPE i,WAY
FROM THE SLAB SHALL BE 2% MINIMUM TO THE HIGH POINT OF THF SIDE YARD
SWALE A t.'INIMUM OF 3' WAY FROM TH~ SLAB AND 16.67% MAXIMUM SLOPE AWAY
FROM THE SLAB TO THE TOP OF THE LOWEST AREA ORAN GRATE. DEEPENED
FOOTINGS AR£ NOT REQUIRED.
TYPICAL SIDE YARD SWALE DETAIL
NTS
•
"AS BUILT"
/24e~ lZ-l?-l:!J •
RCE 4~~ EXP, C,-,30-115 DATE
1-----------------11 REVIE\,/ED BY,
nae~□'~~ TIA
SHEET::;
10 I SH3EET I CITY OF CARLSBAD f---1e---+-----------------,----t---t---+-----t ENGINEERING DEPARTMENT
1-----1'---+-----------------t----t---t---+-----t '?'iIBC:;I:;SE~G:;:,R;::;AD~IN"G~P~LAN~S;::F~O~R::;::·=====+==::::;
'?.\ A&·l3llll"t"
'l\ REVISED TOTAL SHEETS
DATE INITIAL DA TE INITIAL
ENGINEER O:C WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
MUROYA
APPROVE~ K ~ ~GLEN K. VA~;~~KI
ENGINEERING MANAGER PE 41204 EXPIRES 03/31/13 ~ATE
OWN BY: ·"·
CHKD BY:d,¼i<
RVWD BY:. RB
PROJECT NO.
C. T. 06-27
DRA'MNG NO.
471-7B
)
040512
0208/2
0
w~
$..i:,. ~....., ,.
0~ ...... 0:, ·; ,,
' '
By: a~:,-{ bot•·1t•o8•Z>lf
Name: Richard C. Brasher
R.C.E.: 43819 exp: 6-30-2013
-~)PANGAE~ o~~ LAND CO'-SULTANTS. INC. I
· 11 II
.,
GRAPHIC SCALE
20 0 10 20 40
f J rir1 , 0 t : j
( IN FEET )
I inch ~ 20 ft. 1 ENGINEER OF WORK
l:sLACIC RAIL ROAD
. . .-
~ I ! ---'r ---:'• --
1 !
;;
" c;_ .... ,..
MODl::L PARKING TO BE ON BLACK RAIL ROAD
(ONE HANDICAP PARKING SPACE PROVIDED ON SITE)
//\.f.-j•----·-
1 ; ---------··-------,---,----··.l---------
-~-------------' ,q .. J ·--~,---------------------------
1
'S"'! •::! . __ .,, ,., ----
37
SALES OFFICE
35
PORTABLE RESTROOM
ADA ACCESSIBLE 36
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIOI\JS
SCALE 1"=10'
.3 INV
"
-JIB.7o TG 3 6
DETAIL FOR BUILDING 3S AND 36 WHEN THE TEMPORARY
SALES RESTROOM AND ACCESS SIDEWALK ARE REMOVED
TREATMENT CONTROL BMP TABLE
DES:RIPTION QUANTITY
f-
BIO-RETENTION BASIN 1 EACH
BIO-SWALE 4,566 SF
Ao•(ol<ll.T
REVISED TOTAL SHEETS AND THE NOTE
~z INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
"AS BUILT"
@~
EXP, 0-~-l,5
REVIE'v/ED BY,
I
MUROYA
APPROVED: GLEN K.
ENGINEERING MANAGER PE 41204 EXPIRES 03 31 13
DWN BY:
CHKD BY·4if¢
RVWD BY: RB
PROJECT NO.
C.T. 06-27
(2.-(7-(,3
DATE
DRAWING NO.
471-7B
040512
02oa12
/
\
/
C.
"' i; o. 4381
~ p. 6/30/
c,v1'-By: i. · ale' !2-08,2"11
Nam'e:Richard C. Brasher
R.C.E.: 43819 exp: 6-30-2013
~)PANGAEA ~y I.AND CONSULTANTS. JN-C.
: i 11
~
GRAPH~C SCALE
20 0 10
p C3 '\ on .. ,
( IN FEET )
1 inch = 20 ft.
NOTE:
1. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRAIN SHOWN ON
THIS PLAN PER DRAWING 471-7A.
2 PRIVATE STREET IMPROVf'AENT, PUBLIC WATER AND SEWER 'IMPROVEMENTS
SHOWN ON THIS PLAN PER DRAWING 471-7.
3. fENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4. RETAINING WALLS SHOWN ON THIS PLAN PER DRAWING 471-:A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, PRIVATE AREA DRAINS, CONCRETE STAIRS, DRIVEWAYS·
AND DECORATIVE PAVEMENT
,
30
Cl .,,
31
....... -'. .. .•. ·.\•·-~ , . . : ,••
1'••:•·J. .. ·•• • !· '.~ . . ,t
-.. 2.Q0%
'
,
'
, . .
'
' •
t ,
' ,
Cl
77
"' "' -..J -0
V r--
\
.....,_
,I
32
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
0
E3
00
33 ' ~1--~ . •.
-+'-J
Ol 0
7.28% .,
34
GF 334.80
i
i '
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
SCALE 1"=10'
TREATMENT CONTRO', BldP TABLE
DESCRIPTION QUANTITY
11 AS BUIL T11
BIO-RETENTION BASIN 1 EACH ~ te:t?-t3 .
BIO-SlfALE 4,566 SF DATE
REVIE\./ED BY•
I
~5 CITY OF CARLSBAD 1-----+--+-----------------+---+-----1---1-----1 ~ ENGINEfRING DEPARTMENT
1----+---+-------------------+-----+---+----t----f
SHEETS
10
z · A5-l3!.t(CT
1 REVISED TOTALSHEETS,ADDED SHEET 8 REF
DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISIOt'-i DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR:
MUROYA
APPROVED: LEN K.
ENGINEERING MANAGER PE 41204 EXPIRES 03 31 13
OWN BY: PROJECT NO.
CHKD BY<w,p,'{ RVWD BY: RB C. T. 06-27
DRAWING NO.
471-7B
040512
020872 ,
SEESHEETl
)( , ~-----¥--~~i:;:;::-\.--~----'-'
f:t[i
GRAPHIC SCALE
l ( IN FEET )
1 Inch = 20 ft.
I I j
I /. /
/
/
By ~te: Q'.!>·lf·'2912.
Nome: Richard C. Brasher
R.C.E.: 43819 exp: 6-30-2013
r.·-~ PANGAEA
"~---........,,."'-,... LAND CONSULTANTS. !NC.
I •
I
I •·
SEE SHEET 9
DRIVEWAY ELEVATIONS AND HOUSE SERv;cE LOCATIONS
NOTE:
1. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRAIN SHOWN ON
THIS PLAN PER DRAWING 471-7A.
2. PRIVATE STREET IMPROVEMENT, PUBLIC WATER AND SEWER IMPROVEMENTS
SHOWN ON THIS PLAN PER DRAWING 471-7.
3. FENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4. RETAINING WALLS SHOWN ON THIS PLAN PER DRAWING 471-7A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, STORM DRAIN AND PRIVATE AREA DRAINS, CONCRETE
STAIRS, DRIVEWAYS, AND DECORATIVE PAVEMENT.
TREATMENT CONTROL BMP TABLE
DESCRIPTION QUANTITY 11 AS BUIL T 11
BIO-RETENTION BASIN 1 EACH t%!£t.
REVIEVED BY•
a. 1J a'. •◄ INOt\;T□R• if~
l2·t7-l.3
DATE
DATE
fSHml CITY OF CARLSBAD 1---+---f--------------l---+---+---1----1 L..§_j ENGINEERING DEPARTMENT
fsHills]
L!Q_J l---+---f--------------f---+---+---1----1
1---+---f--------------f---+---+---1----1 PRECISE GRADING PLANS FOR:
MUROYA
ENGINEER OF WORK REVISION DESCRIPTION
T I
, 040512
-------__ , ------------------
By (2/J7g,.,1 Sate: OS· l+:Ut.
Name: Richard (;, Brasher
R.C.E.: 438)9 exp: 6-30-2013
PANGAEA
LAND CONSULTANTS. INC. ENGINEER OF WORK
'
· · 1 r I . I I I .. ·--II I -I I
I •
SEE SHEET 9
DRIVEWAY ELEVAT!ONS AND HOUSE SERVICE LOCATIONS
GRAPHIC SCALE
( IN FEET )
1 Inch = 20 fl
NOTE:
1. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRAIN SHOWN ON , ·
THIS PLAN PER DRAWING 471-7A.
2. PRNATE STREET IMPROVEMENT, PUBLIC WATER AND SEWER IMPROVEMENTS
SHOWN ON THIS PLAN PER DRAWING 471-7.
3. FENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4. RETAINING WALLS SHOWN ON THIS PLAN PER DRAWING 471-7A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, STORM DRAIN AND PRNATE AREA DRAINS, CONCRETE
STAIRS, DRNEWAYS, AND DECORATIVE PAVEMENT.
"AS BUILT"
at'&.e.. l~·t"l·lo
DATE
REVIEVED BY•
MUROYA
REVISION DESCRIPTION
DA TE INITIAL DA TE OWN BY:
CHKD BY: t,\}J PROJECT N0.
C.T. 06-27
DRAWING NO.
471-7B OTHER APPROVAL CITY APPROVAL RVWD BY: RB
I -· 7-·----·--------------·-------------
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:040512
---·
By: ~/r1te: 113·14'2.o,z.. Ncm';mci,ard.lkcsher
R.C.E.: 43819 exp: 6-30-2013
~)PANGAEA
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SEESHEET7
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6.2AC
SEE SHEET 10
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
GRAPHIC SCALE
20 o to 20 ~ rtt et f ···-"t
( IN FEET )
1 inch = 20 ft.
NOTE:
1. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRA;N SHOWN ON
THIS PLAN PER DRAWING 471-7A.
2. PRIVATE STREET IMPROVEMENT, PUBLIC WATER AND SEWER IMPROVEMENTS
SHOWN ON THIS PLAN PER DRAWING 471-7.
3. FENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4. RETAINING WALLS SHOWN ON THIS PLAN PER DRAWING 471-7A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, STORM DRAIN AND PRIVATE AREA DP~INS, CONCRETE
STAIRS, DRIVEWAYS, AND DECORATIVE PAVEMENT.
"AS BUILT"
M~ lZ·t?·ta
DATr:
1----+---f--------------+----+---t---1------1 PRECISE GRADING PLANS FOR:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION . Oll1ER APPROVAL CITY APPROVAL
I
MUROYA
APPROVED~ )12-6,, M: GLEN K. V~Jzl
ENGINEERING MANAGER PE 41204 EXPIRES 03 31 13 DATE
DWN BY:
CHKD BY: @
RVWD BY: RB
PROJECT NO.
C. T. 06-27
DRAWING NO.
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DRIVEWAY ELEVA710NS AND HOUSE SERVICE LOCATIONS
FOR BUILDINGS 1, 2 AND 3 (SEE SHEET 7)
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SCALE 1"=10'
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DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDING 13 (SEE SHEET 6)
By ~ tJTJate· fJ?,·1+·2o1'2.
Name: Richard C. Brasher
R.C.E.: 43819 exp: 6 3(r2013
* 9 PANGAEA
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DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDINGS 4, 5, 6, 7, 8, 9, 10 AND 11 {SEE SHEET 7)
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DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDING 12 (SEE SHEET 7)
16
DECORATIVE
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DATE
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDINGS 16, 17 AND 18 (SEE SHEET 6)
REVIE',,IED BY•
I
FOR BUILDINGS 14 AND fS (SEE SHEET 6)
.----------------------,
NOTE:
j. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRAIN SHOWN ON
THIS PLAN PER DRAWING 471-7A.
I
2. PRIVATE STREET IMPROVEMENT, PUBLIC WATER AND SEWER IMPROVEMENTS
SHOWN ON THIS PLAN PER DRAWING 471-7.
3. FENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4. RETAINING WALLS SHOWN ON THIS·. PLAN PER DRAWING 471-7A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, STORM DRAIN AND PRIVATE AREA DRAINS, CONCRETE
STAIRS, DRIVEWAYS, AND DECORATIVE PAVEMENT.
' ' .
I ~12-#J◄ DATE
I SHgEET I CITY OF CARLSBAD 1----+---+--------------+----+---+----+---1 ENGINEERING DEPARTMENT
1---1---1--------------1---1---1------1----1
1----+---+--------------+----+---+----+---1 PRECISE GRADING PLANS FOR:
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ENGINEER OF WORK REVISION DESCRIPTION
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PROJECT NO.
C.T. 06-27
DRAWING NO.
471-7B
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DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDINGS 19 AND 20 (SEE SHEET 6)
---------------------SWEETCLOVERLANE
ij
r SCALE 1 "=10'
J_ GF 3 .80
29
DRIVEWAY ELEVATIONS AND HOUSE SERVICE LOCATIONS
FOR BUILDINGS 28 AND 29 (SEE SHEET 5)
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No. 4381 ~
p, 6/30/ r;J
* C/y\'-By:~4 ~te·OS•/4-2ril2._
Name: Richard C. Brasher
R.C.E.: 43819 exp: 6-30-2013
23
,,
.
' "' SCALE 1"=10'
-1/2 O ,
. «?'( , Oo';S:
0
DRIVEWAY ELEVATiONS AND HOUSE SER"\/ICE LOCATIONS
FOR BUILDINGS 21, 22 AND 23 (SEE SHEET 8)
27
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26
24
DRIVEWAY ELEVATIONS ANiJ HOUSE SERVICE LOCAT~ONS
FOR BUILDINGS 24, 25 AND 26 (SEE SHEET 8)
11 AS BUILT"
@r:Btd ,f' LZ-17-1.3
NOTE:
1. SITE GRADING, RETAINING WALLS AND PRIVATE STORM DRAIN SHOWN ON
THIS PLAN PER DRAWING 471-7A.
2. PRIVATE STREET IMPROVEMENT, PUBLIC WATER AND SEWER IMPROVEMENTS
SHOWN CN THIS PLAN PER DRAWING 471-7.
3, FENCE AND WALL SHOWN ON THIS PLAN PER DRAWING 471-7L.
4, RETAINING WALLS SHOWN ON THIS PLAN PER DRAWING 471-7A.
THIS PLAN IS FOR THE PLACEMENT OF THE HOUSE, PRECISE
GRADING/SWALES, STORM DRAIN AND PRIVATE AREA DRAINS, CONCRETE
STAIRS, DRIVEWAYS, AND DECORATIVE PAVEMENT.
RCE ~/~ EXP, (i,-;:iQ-lf3
f5Hml0 CITY OF CARLSBAD l-----+---+---------------,----+---+----1---1 LJQ_j ENGINEERING DEPARTMENT
t----+---+--------------+---+---+----+--
t----+---+--------------+---+---+----1--PRECISE GRADING PLANS FOR:
MUROYA
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE
DATE
0405 /Z