HomeMy WebLinkAboutDWG 411-4B; CT 02-14; BRESSI RANCH PLANNING AREA 7 UNIT 2; 01-03GRADING NOTES:
(IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEOfS ALL OTHER PLANS PRf'AOUSl. Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHO'M-1 ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\£ ANY PORnON OF THE
CARLSBAD MUNICIPAL CODE, RESOlUnON OF COND/OONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PRO.LCT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECnON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL BE PROMPT!. Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
GRADING NOTES (cont.)
29. THE: O'M-IER/APPUCANT SHALL INSURE: THAT ALL CONT/?ACTORS SHALL COORD/NA TE THE WORK or
THE:SE GRADING PLANS 111TH THAT SHO'M-1 ON BOTH THE: LANDSCAPE AND /RR/GA TION PLANS AND THE
CARLSBAD TRACT
BRESSI RANCH
WISTERIA -PA 7
(LOTS 127 TO
NO. CT-02-14
RES I DEN Tl AL
PHASE 1
IMPROVD.IENT PLANS AS RE:OU/RE1J FOR THIS lolORK IN ACCORDANCE MTH THE: LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE RBNFORCED CDNCRE:TE PIPE: 111TH A MINIMUM D-LOAD OF 1,350 OR ASBE:STOS CEME:NT PIPE WITH A MINIMUM D-LOAD
or 2,000. FOR PR/VA TE STORM DRAINS, PIPES UP 7V 75• PVC MAY Bf U11UZED PROV1DED DE:PTH IS LfSS THAN 15 FEET AND BACKF'/LLE:D 111TH
J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE: MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOUD WALL PIPE:.
J1. 'MIERE: AN E:XIS11NG PIPE LINE: IS 7V BE ABANOONE:O AS A RESULT OF THE GRADING OPERA 110N, IT SHALL BE REMOVED KITHIN n+rNTY filT OF
BUILDING OR ST/?EET ARE:AS ANO RU'LACED 111TH PROPERLY COMPACTED SOILS. IN OTHER AREA,S: THE: PIPE KILL 8E PLUGGED 111TH CONCRETE OR
RE:MOVED AS APPROVED BY THE: CITY ENG/NE:ER.
J2. THE: CONT/?ACTOR SHALL VERIFY THE LOCA 110N OF ALL E:XIS11NC FACIUTIE:S (ABOVE GROUND AND UNDER GROUND) WITHIN THE PRO.LCT SITE SUmctENTI. Y 143)
LEGEND
~
(121)
! PE 694.5!
! FF 695.2!
!GFF 694.5!
C®
Pl.AN NUIIBER (11-REVfRSE)
LOT NUMBER
PAD ELE:VA 110N
AN/SH l'LOOR El.EVA TION
GARAGE l'LOOR EI.EVAOON
8ACKl'LOW PRfVENTER REQU/RfO
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 11111. BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PfRMIT ISSUANCE, A
CER11F'/CA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDlnONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF 11,000,000.0D FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY l+R/11NG THE POLICY MUST HA\£ A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEJ./PTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY RfQUIRf SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
IIORK OR GRADING TO BE PfRFORMED UNTIL THE PROPERTY O'M-IER'S PfRMISS/ON
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO RE'AS/ONS IIILL BE MADE TO THESE PLANS IIITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEfR, NOTED WITHIN THE REVISION BLOCK, ON THE:
APPROPRIATE SHE:E:T OF THE: PLANS AND THE: nll.f SHE:E:T.
9. ORIGINAL DRAWINGS SHALL BfCO/,/f THE PROPERTY OF THE CITY UPON BElNG
SIGNE]) BY THE: CITY E:NGINE:ER.
10. 1HE ORIGINAL DRAIIINC SHALL Bf REVISED 1V RE:FLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-lolORK PRIOR ro FINAL ACCEPTANCE or THE WORK BY THE CITY.
11. ACCESS FOR FIRE: ANO OTHE:R EMERGENCY VEHICLES SHALL Bf MAINTAINED 1V
THE: PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. 'MIE:RE TRENCHE:S ARE: IIITHIN CITY E:ASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET. (B) LABORATORY llt'.1RK SHEETS AND (C) COMPAC110N
CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF tl/E STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT IIILL BE SUBMITTED TO THE CITY ENGINEER/NC
INSPECIVR IIITHIN 7WO (2) lolORKINC DAYS OF THE COMPLE110N or F'/£1.0 TESTS.
IJ. A SOILS COMPAC110N RE:PORT AND COMPLIANCE VER/FICA 110N REGARDING
AOHERENCE TO RE:COMMENDA 110NS OUTl.lNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONT/?OLLEO GRADING
SHALL BE DONE: UNDfR THE: DIREC110N OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUnJRE ALL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/F'/CA110NS AND THf
" EARTHKORK SPE:CIF'/CA 110NS " ATTACHED TO THE: PRE:LIMINARY SOILS
INVES11CA 110N. DAILY FIELD COMPAC110N RE:PORTS KILL Bf SUBMITTED 1V THE PROJECT /NSPE:CTOR.
14. A PRfCONS1RllCUQN UfFUNG SHAii Bf Hf/ Q AT 1Hf Sllf PR/QR m THF
BFGWNING OF UK AND SHAI I Bf A TTfNQfD BY Al I RfPRFSFNTA TlkfS
RE:SPONS/BLE: FOR CONSTRUC110Ntr/NSPEC11~ SUPER'ASIONt:JjTES11NG AND ALL QTHE'R ASPEC15 OF U:IE WORK ~t CONTRA TO!? SHALL rtoULt 71/E MffTING
THROUGH THE PERMIT CLERK (760-4J8-J891) AT LEAST FIVE (5)
l'rfJRK/NG DAYS PRIOR 1V STAR11NG CONSTRUC110N. APPROVE:D DRAKINGS
MUST BE AVAILABLE: PRIOR 1V SCHEDULING. THE: GRADING PE:RMIT IIILL BE PRO'ADED
BY THE: PROJECT INSPE:CTOR AT THE: MEE11NC.
15 A/ r INSPfCUON REQUfSI5 OmER THAN FOR PRfCONSTRIJCPQN MEETING IIILL Bf
/JADE BY CAil ING 1Hf fNGINffRJNG 24 HOUR INSPECTION REQIIEST //NF AT
(760,) 4J8 3891, INSE'[CUQN REOUES75 /JUST BE RECEIW PRIOR TQ 2· QO PM ON THE DAY BEFORE THE INSPEC110N IS NEED[/). INSPE:CnONs WILL BE MADE
THE NEXT WORK DAY UNLESS YOU RE:QUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHE1JULED FOR TWO (2) FULL WORK DAYS LATER.
16. THE O'M-IER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONT/?ACTOR
SHALL DESIGN, CONST/?UCT ANO MAINTAIN ALL SAFETY DE"1CE.S: INCLUDING
SHORING, AND 5.HALL 8E SOI.ELY RESPONSIBLE: FOR CONFORMING 1V ALL LOCAi.
STATE AND FEDERAL SAFETY AND HEALTH STANOARD,S: LAW., AND RECULA110NS.
17. THE CONT/?ACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMlmNG
A DETAIL PLAN 1V THE CITY ENGINEE:R AND/OR CONCERN[[) AGENCY SHOMNC
THE: OE:SIGN OF SHORING, BRACING SLOPING OR OTHfR PROVISIONS 1V BE MADE
OF KORKfR PROTECTION FROM THE: HAZARD OF CA VINC GROUND OUR/NG THE
EXCA VA 110N OF SUCH T/?E:NCH OR T/?ENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE filT (SJ OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR ro EXCAVA nON. IF 1HE Pl AN VARIES FRO/II U:IE SHORING S)Zi1Fl,I
STANDARDS ESTABUSHED BY THE CONSTRUCnON SAFETY ORDE:RS. UILE 8
CALIWRNJA ADMIN/STRA UV£ CODE THE PLAN SHALL BE PREPARED BY A
R£G/STEREQ ENGINEER AT U:IE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCA VA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA 110N.
18. NO BLAS11NG SHALL BE PERFORMED UNTIL A VALID BLAS11NG PERMIT HAS BEEN
OBTAINED FROM THE CITY or CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PfRMIT WELL IN ADVANCE OF THE: SCHE:OULINC OF BLASTING OPERA 110NS.
19. IF ANY ARCHAE:OLOG/CAL RESOURCES ARE DISCOVERED 111711/N ANY KORK AREA
DURING CONSTl?UCTION, OPERA 110NS MLL CE:ASE IMMEDIATELY, AND THE
PERMITTEE WILL NOnFY THE: CITY E:NG/NEER. OPERA 110NS IIILL NOT RE:START
UN11L THE PE:RMITTEE: HAS RE:Cf/VE:O WRITTEN AUTHORITY FROM THE CITY
E:NG/NEER 1V DO SO.
20. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THEREIV, INCLUDING
WARMING UP, REPAIR, ARRIVAL, OEPARnJRE OR OPERA 110N OF TRUCKS,
EARTHMOVING EQUIPMENT, CDNSTRUC110N E:QIJIPMENT AND ANY OTHE:R ASSOC/A TED
GRADING E:QUIPMENT SHALL BE LIMITED TO THE: PERIOD BETWffN 7:00 A.II. AND
SUNSfT E:ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
DPERA110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOllDA YS IS AVAILABLE: AT THE ENGINEERING DEPARTMENT COUN'fER.)
21. ALL Off-SITE HAUL ROUTE;S ~ BE SUBIJ/m;D BY THE CONTRACTOR ro THE CITY
ENGINEER FOR APPROVAL T'MJ LFULL WORKING DAYS PRIOR TO BE:GINNING OF lll?RK.
22. IMPORT MATERIAL SHALL 8E OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE: CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONS/81£ FOR ANY Q[BRfS OR DAMAGE OCCURRING ALONG 18£ HAUL
ROUTES OR ADJACENT S7REETS AS A RESULT OF THE GRADING OPERA 110N.
2J. BRUSH SHALL BE REMOVED ONLY KITHIN THE AREA 1V BE GRADED. NO TREES ARE
1V Bf RE:MOVE:D UNLE:SS SPE:CIF'/CALL Y NOTED ON THE PLAN.
AHEAD OF GRADING 7V PERMIT THE REV1SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 110NS ARf IN CONFUCT MTH THE: PROPOSED WORK.
JJ. 1HE CONT/?ACTOR SHALL NOnFY AF'l'f:CTED U11UTY COMPANIES (SEE BELOW) AT LE:AST 7llO (2) FULL WORKING OAlS PRIOR 1V STAR11NG GRADING NEAR THEIR
FAC/Ll11ES AND SHALL COORDINATE THE KORK 111TH A COMPANY RE:PRE:SENTA 11VE.
UNDERGROUND SER'ACE ALERT 1-800-422-41JJ CITY OF CARLSBAD (STl?E:ETS ,t STORM DRAIN)
SDCM I · 800' 660-7J43 CITY OF CARLSBAD (SE~. WATER ,t RECLAIMED WATER)
$ e, c.. -1..;.800-892-0123
ADE1.PHIA CABLE COMMUNICATIONS (760) 4J8-7741
COX COMMUN/CA110NS (760} 806-9809
J4. PERMIT COMPLIANCE REQUIREMENTS:
(760) 434-2980
(760) 4J8-2722
A. FOR CON7IIOl.l£D GRAOING-11/E APPLICANT HIRES A Cl~ ENGINEER, SD/LS ENGINEER, AND/OR GEOLOGIST 1V GIVE TECHNICAL AOV1CE, OBSERVE AND
CONT/?0/.. THE IIOl?K IN PROGRESS /15. 16.120A.8.j CARLSBAD MUNICIPAL COD£
8. PRIOR ro FINAL APPROVAL CT A GRAOING PERMIT-THE FOLLOIIING REPORTS MUST BE SUBMITTED 1V THE CITY ENGINEER 'AA THE PRO.ECT INSPECIVR
/15.16.120A.10/ CARLSBAD MUNICIPAL CODE: _ ,
(1) FINAL REPORT BY SUPERV1SINC GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTl?OI., SLOPE PLAN11NG AND /RR/QA 110N \
ARE INSTALLE:D IN CONFORMANCE: 111TH CITY COO£ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NG/NEER DEPAl?TMENT).
(2) AS-BUILT GRADING PLAN.
(J) RE:PORT FRO/,/ THE SOILS ENGINEER, WHICH INCLUDES RECOIJMENDE1J SOIL BEARING CAPAC/11£,s: A STATEMENT AS TO THE: EXPANSIVE QUALITY OF THE
SOIL, AND SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE: A STATEMENT BY THE: SOILS ENGINEER THAT THf CRAVING
WAS DONE: IN ACCORDANCE 111TH THE: REQUIREMENTS ANO RECOMMENDA 110NS OUTl./NEO IN 1HE Pl?EUMINARY SOILS REPORT AND ANY SUPPI..EI.IENTS THEREIV.
( 4) REPORT MTH AS-BUILT GEOLOGIC PLAN, IF RE:QUIRED BY THE CITY. '""C
J5. UNLE:SS A GRADING PERMIT FOR THIS PRO.LCT IS ISSUE:D IIITH/11 ONE (1) l'E'AR AFTER THE CITY ENGINEER'S APPROVAL, THE:Sf PLANS MAY BE REQUIRED 1V BE
RE:SUBMITTED FOR PLANCHE:CK. f'L1NCHE:CK FEE:S IIILL BE REQUIRED FOR ANY SUCH RECHECK. a •
J6. THE SOILS REPORT 11TI.E1Je►• k,., , " 11, ,.tiff " P--o\.. ....A, f;"' 6 ... .,
ALL :;~N~ ;::_L-:f o!E: IN A~OR'o':~E~E ~:~OM~D~SOl\"t fA~ ¥' t:r;t.Gd4
AND SPECIF/CA 110NS CONTAINED IN SAID SOILS RE:PORT.
'DECLARA T10N OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 1-f'
EXERCISED RESPONSIBLE CHARGE 01-f'R THE DESIGN OF THE PROJECT AS DEFINED IN
SEC110N 670J OF THE BUSINESS AND PROFESSIONS CODE:, ANO THAT THE DESIGN IS
CONSISTENT WITH CURRE:NT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA170NS BY THE
CITY OF CARLSBAD IS CONFINEDTO A REVIEW ONLY AND DOES NOT REUEl-f' ME, AS
ENGINEER OF WORK, OF MY RESPONSIBLl17ES FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS ------------------ADDRESS: 701 B STREET, SUITE 800 ----------------
C / TY, STA TE: SAN DIEGO, CALIFORNIA
TELE:PHONE: (619) 235-6471
~ .h,A.:>...
BY: ~ M. SHIELDS
R.C.E. NO. 42951 ----------------REG/ S TR A 170N EXP/RA 170N DA TE: DJ-J1-06
\
VICINITY MAP
NOT TO SCALE:
SHEET INDEX
PROJECT
SITE
SOH..S ENGINEER'S CERTTFICA TE . 11TI.E SHEET
OINSE:mA
LANE
I, J,;.{//.-/J.t(-.. ,a._ k,tL,.Ji.c A REGISTERED Cl'AL ENGINEER OF THE
STA TE OF CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUE:D SOIL
MECHANICS, HEREBY CER11FY 71/A T A SAMPLING ANO STUDY OF THE SOIL CON0/110NS
SHEET I ...
5.HEET 2.
SHE:E:T J .. ,
. KEY MAP, DETAILS, SPECIAL NOTES
. PLAN V1E:W
SOURCE OF TOPOGRAPHY
PREVALE:NT IIITH/N THIS SITE WAS MjDE BY ME OR UNDER MY DIRE:CTION fJETWEEN THE ;
DA TES OF 1,t ~ 3tiQlJ... ANO I i" 'f' TOPOGRAPHY SHOWN ON THE:SE PLANS WAS GENERA TEO BY PHOTOCRAMMETRY
TIIO (2) COMPLE:TE COPIES OF THE: SOILS REPORT COMPILED FROM THIS 1TUDY, 111TH MY ___ METHODS FROM INFORMATION CA THE:Rm ON MAY 11. 1998
RfCOMMENDA 110NS, HAS BEEN SUBMITTED 7V THE omCE OF THE CITY ENGINEER. '""'"""'' ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS
1 A 1.1 Al/ /~~!,ESS,I,~~ PER D~ NO. 400-BA.
SICNE:O: J./,M-e,a:.__ DATE: ..r.n-,,/ ,:~().t.J•• D. ,:~!{,,,~,TOPOGRAPHY SHOWN HEl?EON CONFORMS TO NA110NAL MAP ACCURACY STANDARDS.
~~~""Kl""L""'LIA.,.,M-="D=-A:-:-~=~--:c~::-:=-=;""N £.-~-Pl-RA_TI_ON_OA TE: 09/J0/06 \if [ii' ~D ,.~;"!]°"t,,_'t.". i\ I AS/8 OF or= A DIAV)
R.C.E. NO.: 452BJ ,...,, . '/3,-,, cc11n11vu
11 i"\ 1:::'"' ========== OWNER'S CER17F/CATE· ~~'.'JVl\..A~*~ THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE: ~~~~~~~~---• s.: Jfc;~(1I·~> SYSTEM, NAO BJ, ZONE 6 ANO WAS ESTABLISHED BETWEE:N STA110N NO.
...._.____...,, V-2002 PER R.O.S. 1402J ANO STA110N NO. SDGPS-41 ESTABLISHED BY
I (WE} HEREBY CER11FY THAT A REGISTER[[) SOILS ENGINEER OR GEOLOGIST HAS BEEN OR cc THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL
RETAINED TO SUPERV1SE OVER-ALL GRADING AC11'ATY AND ADV1SE ON THE: COMPAC110N AND BOOK I£. N88'54'05"W. STABILITY OF THIS SITE. ' .. , '
' J
OWNE1 .•
NAME:
11TI.E.
GREYSTONE HOMES
THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID
DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE
AT STATION V-2002 IS -O"J2'51.881"
QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT 8E IN
TERMS OF SAID SYSTEM.
LEGAL DESCRIPTTON
24. ALL AREAS SHALL BE GRADED 7V DRAIN. GRADING RESUL 11NC IN THE PONDING OF
WATER IS NOT PERMITTED.ALL E:ARTHE:N SWALES AND DITCHE:S SHALL HA\£ 1% MIN. SLOPE:
ADDRESS: 1525 FARAOA Y A VENUE, SUITE JOO
CARLSBAD, CA. 92008 LOT 7 OF CARLSBAD T/?ACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 14600, ALED
IN THE OFFICE OF THE: COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY, 29
20DJ, AND THE REMAINDER LOT OF CARLSBAD T/?ACT CT 02-14 UNIT NO. 2 IN
THE CITY OF CARLSBAD, COUNTY OF SAN 0/E:CO, STA TE OF CALIFORNIA
25. THE:SE PLANS ARE SUBJECT 1V A SIGNED AND APPROVED SET OF EROSION
CONT/?Ol PLANS. EROSION CONTROi. SHALL BE AS SHO'M-1 AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PRO.LCT INSPECTOR.
26. ALL SLOPES SHALL BE T/?IMMED 1V A FINISH GRADE 7V PRODUCE A UNIFORM
SURFACE AND CROSS SE:C110N. THE SITE SHALL BE LEFT IN A NE:AT AND
ORDERLY CONDITION. ALL STONf.S: ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE nME 'MIEN EACH SLOPE IS BROUGHT TO GRADE
AS SHO'M-1 ON THE APPROVED GRADING PLANS.
28. LANDSCAPING 5.HALL BE ACCOMPUSHE:D ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRO.LCT, DRAKINC NO. 377-JL, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
CONTRACTOR'S NOTE
NOTE:
PHONE: (760) 918-7765
THE CONSTRUC110N OF UNDERGROUND FACIUTIES SHALL NOT BEGIN UNTIL A LETTER
HAS BEEN SUBMITTED TO THE CITY ENGINE:ER FROM THE SOILS ENGINEER STA 11NG
THE SEffiEMENT FROM ROUCH GRADING IS COMPLETE.
BRESSI RANCH REFERENCE DRAWINGS
SEE ORA WING NO. 400-8 FOR BRESSI RANCH RESIDENT/AL STREET IMPROVEMENT PLANS.
SIT DRA IIINC NO. 400-BA FOR MASS GRADING ANO EROSION CONTROi. PLANS.
SEE DRAWING NO. 400-BC FOR BRESSI RANCH RESIDEN11AL STORM DRAIN PLANS.
SEE DRAWING NO. 411-4 FOR BRESSI RANCH RES/DEN11AL IMPROVEMENT PLANS.
SEE DRAWING NO. 411-4A FOR BRESSI RANCH RE:S/DE:NTIAL GRADING PLANS.
ACCORDING TO MAP THEREOF NO. 14778, FILED IN THE: OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY ON APRIL 29, 2004. THIS PLAN SET INCLUDES
ONLY LOTS 127 TO 143.
PROJECT LOCATION
THIS PROJECT IS LOCA TEO IIITHIN APN(S) 21J-120-05, 21J-12D-D6
THE CALIFORNIA COORDINATE INDEX or THIS PRO.ECT IS: 1990-6252
SPECIAL NOTES
THE FOLLOIIINC NOTES AM PROV1DE1J 1V GIi.£ DIRfC110NS 1V THE CONT/?ACIVR BY THE ENGINEER
OF WORK. THE: CITY ENGINEERS SIGNA nJRE ON THESE PLANS DOES NOT CONSnnJTE APPROVAL OF
ANY OF THESE: NOTES AND THE CITY KILL NOT BE RfSPONS/BLE FOR THEIR ENFOl?CEMENT.
I. THE LOCA 110N or EXISTING UTIL/11ES Al?E BASED ON AVAILABLE RECORD INFORMATION. CON7RACTOR
SHALL VERIFY THE LOCATION ANO El.fVA110N OF ALL EXIS11NC FACIL/11ES (ABOVE:GROUND AND
UNDERGROUND) IIITHIN THE Pl?O.LCT SITE. THIS WORK SHALL BE PERFORMED sumctE:NTl. y AHEAD
OF CONST/?UCTION 1V PERMIT CITY APPROVAL REV1SIONS TO THE CONSTRUC110N PLANS IF ACTUAL
LOCATIONS ARE FOUND TO BE IN CONl'LICT WITH THE PROPOSED llt'.1RK. CONT/?ACTOR SHALL NOTIFY
ENCINE:fR OF KORK OF ANY CONFUCTS OR ANY OTHER U11UTIES ENCOUNTERED PRIOR 1V PROCEEDING
111711 CONS,T/?UCTION.
2. CONT/?ACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES 5.HD'M-1 AND
ANY OTHER LINES NOT OF RECORD OR NOT SHOV.W ON THESE PLANS. ANY PAVEMENT OR OTHER
E:XIS11NC SURFACE IMPROVEME:NTS DAMAGED BY CON7RACTOR SHALL BE REPLACED AS REQUIRED BY
THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.
3. SAFETY Pl?ECAUTIONS AND ADEQUATE BARRICADING 1V BE IN FORCE BY THE CONT/?ACTOR AT ALL
11MES. NBTHER THE: O'M-lfR NOR THE E:NG/NE:E:R OF WORK IIILL ENFORCE: SAFETY MEASURES OR
REGULA 110NS. THE CONT/?ACTOR SHALL DESIGN, CONSTRUCT, ANO MAINTAIN ALL SAFETY DE'ACE,s:
INCLUDING SHORING, AND SHALL Bf SOLE:L Y RESPONSIBLE: FOR CONFORM/NC 1V ALL LOCAL, STA TE
AND FEDERAL SAFETY AND HEAL TH STANDARDS. LA w., AND REGULA noNS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVD.IENTS SHO'M-1 ON THESE PLANS ARE: MEASURE]) IN A
HORIZONTAL PLANE.
5. THE DISPOSAL or ANY AS8ES1VS CEMENT PIPE SHALL BE IN COMPLIANCE MTH ALL CURRENT LOCAL,
STA TE AND FEDERAL REGULA nONs.
6. THE WORK 1V BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CA 110NS AND ORA IIINCS
USED DURING THE IMPROVEMENT PLAN / GRADING PLAN DESIGN. THE:SE PLANS HA VE BEE:N PREPARED
IN ACCORDANCE KITH THE CURRENT EDmONs OF THE STANDARD SPECIFICATIONS AND DRAIIINCS IN
E:FITCT ON THE DA TE OF THE SIGNA nJRE BY THE ENG/NEfR OF WORK.
7. lOTS 1J2, TJ~ AND 1~ /JS£ CITY OF CAR!.SBAD T'r1'E H RETAINING WAll.
AIR OUAUTY NOTES
1. All /JIIAO/NG SHAll 8£ DONE IN IXMPUANCE 111TH SlJAPCO ANO CARIJ
STANDARDS AND R£QU/RENENTS AND 0//ST CONTl?Ol STANDARDS IN 7171.E 2~
OF THE CAl/FORNIA AOA(fN/STRA 1/0N COO£
2. WA Tm/NG OF THE /JIIAO/NG SITE SHAll TAKE PiACE BEFORE ANO 0/JRING /JIIAOING
OPERA 710NS TD l,//N/V/Z£ 0/JST CENERA lla-t. A WA lE/1 Tl?IJCI( SHAll 8£ REOif/RE'O
TD 8£ ON SITE AT All 71/IES TD THE SA71SFAC710N OF TH£ CITY ENC/NEER
WORK TO BE DONE:
THE GRADING lolORK SHALL CONSIST OF THE CONS7RUC110N OF ALL CUTS AND FILLS,
DRAINAGE FAC/U11E:,S: fl?OS/ON CONTROL FACIUTIE:,S: AND PLAN11NC OF PfRMANENT
LANDSCAPING AND PREPARA 110N or AS-BUILT GRADING PLANS, ALL AS SHO'lrN OR
REQUIRE:D ON THIS SET OF PLANS AND THE CITY STANDARDS. SPE:CIF'/CA 110NS.
REQIJ/REME:NTS, RESOLUTIONS AND ORDINANCES CITED ON 7HE:SE PLANS.
THE: GRADING WORK SHALL BE PE:RFORMED IN ACCORDANCE 111711 THE FOLLOMNG
DOCUMENTS, CURRENT AT THE 11ME OF CONST/?UC110N, AS DIRE:CTED BY THE: CITY
ENGINE:fR.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLU110N NO. 5461 AND 5464 DATED SEPTEMBER 17, 200J.
5. THE STANDARD SPECIACA 110NS FOR PUBLIC WORKS CONST/?UCnON (CRffN BOOK)
6. SOILS REPORT AND RECOMMENDA 110NS BY PACIFIC SOILS DA TED 10/17 /97 AND ADDENDUM DA TED 08/01/01.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAIIINGS AND AS MAY BE MOD/F'/E:D BY THE
CITY OF CARLSBAD STANDARDS.
8. THE CARLSBAD MUNICIPAL WA /ER DISTR1crs STANDARDS AND SPECIACA 110NS
FOR WATER, SEWER AND RECLAIMED WATER.
9. THE CALIFORNIA 0£PAl?TMENT OF TRANSPORTATION, "MANUAL OF 7RAmc CONTROi.$ FOR
CONSTRUC110N AND MAINTENANCE l'IORK ZONE:S".
10. THE CALJFORNIA DEPARTMENT OF T/?ANSPORTA 110N STANDAl?D SPECIF/CA 110NS
DOCUMENT NO. 769692.
11. THE CALIFORNIA DEPARTMENT OF Tl?ANSPORTA 110N STANDARD PLAN,
DOCUME:NT NO. 769691.
12. THE: STORM WATER POLLU110N PREVEN110N PLAN (SWPPP) PRfPARED BY
POC DA TED APRIL 2004.
QUAN11TY UNIT -
17 EA
2,900 LF
68 EA
17 EA
1,900 EA
FJ
~
o-------,¢
E&---~-R
I '
s --
------
,,., ,. .. ,
., . .--··· ,.
--11--11--, · · · · ·
I I I I I I I I I I I I I I I I I 111111111111111
...,
1111'711111 ,
--
■
■■■■■■■■■■■
-o----<O>----
ISi .
rn.
0
l
' . -'
' .
. . . .
... ...
...
---..
. .. '
. .
..
· · AIR CONDlnONING PADS
, · SWALE (1% MIN.)
SWALE HIGH POINT 111TH now
LINE: E:LE:VA 110N
CURB INLE:T
SIVRM DRAIN PIPE
I
STORM DRAIN BOX (CLEAN OUT '
OR TYPE "F" INLET]
...
STREET LIGHT
FIRE HYDRANT
WATER LATERAL
WATER MAIN
· SEWE11 LATERAL
· Sf~ MAIN
. TOP /1VE st..OPE
SUBDIVISON BOUNDARY
FINISH GROUND CONIVURS (PER
GRADING PLANS)
DA 'r1JGHT LINE
RETAINING WALL TYPE PER PLAN
( SEPARATE PERMIT REQUIRED)
5' -o• HIGH WOOO FENCE
5' -o• HIGH WOOD CA TE
5'-o" HIGH TUBULAR STEEL FENCE
6'-7' MASONRY PILASTERS
5'-6' MASONRY WALL
5' WROUGHT IRON FENCE WITH
J,J POST AND OE:CORA 11VE CAP
5' ENHANCED l'IOOD FENCE
WOOD FENCE AT RETAINING WALL
DRIVEWAY
STEP 1V GARAGE
GAS SERV1CE
. .El.ECT/?ICAL T/?ANSFORMER (SDGE 3421)
ABOVE GROUND
. ELE:CTRICAL HANDHOI.E (SDGE JJ12)
BE:LOW GROUND
. ELECT/?/CAL/CABLE:/PHONE RISERS
. F'/BfR ROLLS
J" PVC YARD DRAIN
· GRATE INLE:TS, 4• NDS A Tl?IUM DRAIN
OR APPROVED EQUAL
. SIDEWALK UNOE:RORAIN PER 0-27
· CRA ITT OR SAND BAGS
17 EA . . . . . . . . . . . . . • · · ;,• l'YC WID DtW/1. CUAlf ot,T
EARTHWORK OUANTTTTES
CUT, 850 CY
FILL:. .o CY
IMPORT: .o CY
EXPORT:. ,850 CY
REMWIAL: . . . . . . . . . . . . . 0 CY
NOTE: THE ABOVE QUAN1111ES ARE FOR
BONDING PURPOSES ONLY ANO SHOULD
NOT BE USED FOR FINAL PAY QIJAN1111ES.
PRIVATE CONTRACT
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS UNLESS OTHERWISE INDICATED.
PLANNING DEPARTMENT APPROVAL ~,:to ,~t"'t,,i·:eaQATE: ~/-:,-IDt
(SIGNE
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR ~~ DATE: tf"J/frf ~
(SIGNED)
RECOMMENDED BY: ~V: (~~
PRINT NAME)
"AS BUILT"
DATE
RCE EXP.
REVIEWED BY:
INSPECTOR DATE
l---+--+------------------+----1----l I SHE,ET I CITY OF CARLSBAD I SHEJETS I
ENGINEERING DEPARTMENT :==-========:::..=====:
UNAUTHORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
California Councll
of Civil Engineers
-OIITANT NOTICII PR.oJBCTDFSIGN CONSULTANTS
PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 7
PHASE I (LOTS 127 TO 143) & Land Surveyors
Construction contractor agrees that in accordance with generally accepted construction
practices, constru<:tlon contractor will be required to assume sole and complete responsibility for Calfforn1a Council
Job site conditions during the course of construction of the project, !ncludlng safety of all persons
and property; that this requirement shall be mode to apply continuously and not be limited to of CIVIi Engineer-a
normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land Surveyors
city of San Diego harmless from any and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability arising from the sole negligence of city of
San Diego professional.
Section 4216/4217 of the Govemment
Code requires that c Dig Alert Identification
Number be issued before o
"Permit to Excavate• will be wlid.
For your Dig Alert I.D. Number Coll
Underground Service Alert
TOLL Plll!I! 1-800-411 .. 133
Two working daye before you dig
BENCHMARK
P1ANNN1 • BNvlROiMBHrAL • DDNm!RINo • SUIM!YIGPS
701 R Street. Suite 800, San Diego, CA 92101
619,235,6471 FAX 619,234,0349
DE:SCRIP110N: BRASS DISK IN CONCRETE: IN A STANDARD SUl?VEY WFLL ON --· -----·
GEN TERLINE OF EL CAMINO RE:AL
LOCA 110N: COUNTY OF SAN DIEGO BENCHMARK DE:SIGNA TION NO. R1800 288+89 EC
ELE:VA 110N: JI 1.407 M.S.L DA nJM: N.G. V.D. 29
1---+--+----------------1--+--+---+---1 I A~o.YED=J:J.._ovo ~.6'r
-~~WU~8
DATE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: CHKD BY.-,-"'AL"",ff=1
RVWD BY: n!i
PROJECT NO.
CT 02-14 {Z)
EXPIRES 12-31-0~ I
2:1:z:::1A"' IE
DRAWING NO.
411-4 &
C
:E
...t. G')
o.,1::ai, -..... w....,
I .,l::ai,
tD
F.F.
~
I
-I
I I
ll.
SWtLE I
5' IMIN.
SWALE
J' MIN. I 2' 5' MIN.
15 MIN.
SECTION A•A
NO SCALE
GARAGE:
ARCHITECnJRAL
POPOUT (VARIES)
PROPERTY LINE
TYPICAL POPOCff DETAIL
NOT TO SCALE
EROSION CONTROL NOlES:
1. IN CASE [l,l[RGENCY WORK IS R[QUIR[{), CONTACT .Jl,I lm8INA AT (760) n5-1n2
(CELLULAR) OR KRISTINE ZORTMAN OF LENNAR HOMES AT (760) 918-7765.
2. [QU/PMfNT AND 'MJRKEJIS FOR [l,lfJIGENCY WORK SHALL 8[ MADE: AVAILABLE AT
ALL 1/ME:S DURING THE: RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKP/LE:D ON SITE AT CONVENIENT LOCATIONS TO FACIUTA TE RAPID
CONSTRUCTION OF TEMPORARY OEVICES WHEN RAIN IS /1,//,/INENT.
l DEVICE:S SHOMJ ON PLANS SHALL NOT BE: MOVE1J OR MOD/Fl[{) 'MTHOUT THE:
APPROVAL OF 111[ ENGINEE:RING INSPE:CTOR.
4. THE: CON'TRACTOR SHALL RE:STOR[ ALL fJIOSION CONTROL DE:VICES TO r,fJf/K/NG
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTEJI [ACH RUN-OFF
PRODUCING RAINFALL
5. THE: CONTRACTOR SHALL INSTALL ADDITIONAL fJIOSION CONTROi. MEASUR[S AS
MAY B£ REQUIRED BY THE CITY ENGINEER DUE TO UNCOI.IPLETFD GRADING
OP£RA 1/0NS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RE:SPONSIBLE: AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREvfNT PUBLIC TRESPASS ONTO AREAS WHERE /MPOUN{)[{)
WATERS CREA TE: A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDE:D PER THE: APPROvfD GRADING
PLAN SHALL BE /NCORPORA TE:D HE:REON.
8. GRAD[{) AREAS AROUND THE: PRMCT PfJI/M[TER MUSf DRAIN AWAY FROM THE:
FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL RD.IOVABLE PROTECTIVE: DE:VICES SHOMJ SHALL B£ IN PLACE AT THE: END
OF EACH WORKING DAY WHEN THE: AVE: (5) DAY RAIN PROBABILITY FORECAST
EXCEED FORTY PfJICENT (40,:), SILT AND OTHER DEBRIS SHALL BE R[l,IOvfD
AFTE:R EACH RAINFALL
10. ALL GRAVE!. BAGS SHALL 8[ BURLAP TYPE: 'M111 J/4 INCH MINIMUM AGGREGATE:.
11. SHOUt.D GERM/NA 1/0N OF HYDROSEEDE:D SI.OPE:S FAIL TO PROVIDE E:FFECTIVE:
COVEJIAGE OF GRADE:D SLOPE:S (90% COVE:RAGE) PRIOR TO NO'lclt/BER 15, 111[
SI.OPES SHALL B£ STABIUZE:D BY PUNCH[{) STRAW INSTALL[{) IN ACCORDANCE
'MTH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROi. HANDBOOK OF
THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING NO IRRIGATION NOlES: CCU1D
2. TYPE: 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs Pf1I
ACRE. TYPE 6 MULCH (STRAW) MAY B£ SUBSTITUTFD, ALL OR PART. FOR
HYDRAULICALLY APPUE:D F/Bl:R MATERIAL. WHEN STRAW IS USED IT MUST
BE ANCHORED TO THE SI.OPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% OF THE STRAW INTO 11/E SOIL
J. Ff1171Lll[fl CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0,
'MIii 15% SULFUR APPUE:D AT THE RA TE OF 500 lb .. PfJI ACRE.
D. AREAS ro BC HYDROSffDtD SHAU 8£ PREPARED PRIOR ro HYDROSffD/NG B"t
1. ROUGHENING 11/E SURFACE TO BE PLANTE:D BY ANY OR A COMB/NATION OF:
a. TRACI< WALKING SI.OPE:S STEE:PfJI 11/AN 6: 1
b. HARRO'MNG AREAS 6: 1 OR FLATTER 11/AT AR[ sumc/ENTI. Y FRIABLE.
c. RIPPING AREAS 11/A T 'MLL NOT BREAK UP USING ITEMS a OR b ABO\£
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR Pl.ANTING BY:
a. ADJ.JSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATFD SEED BED.
b. THE: ADDITION OF SOIL AMENDMENTS, PH AD.AJSTMENT. LEACHING
OR COvfRING SALINE SOILS TO PROVID[f) VIABt.E CONDITIONS
FOR GROW/II.
E. HYDROSEEDE:D AREAS SHALL BE MAINTAINED TO PROVIDE: A VIGOROUS GROWTH
UNTIL TH[ PRO.ECT IS PERMANENT/. Y LANDSCAPED OR, FOR AREAS WHERE
HYDROSSEDING IS THE PfJIMANENT LANDSCAPING, UN71L 11-1[ PRO.ECT IS
COOPLETFD AND ALL BONDS RELEASED.
r-PROPFRTY LINE
1-------5'-------Jo'I
MIN
GARAGE
FORM[!) SURFACE
FF=1D0.0
EXTRA DEPTH FOOTING
NO SCALE
FIBFR ROLLS
ALONG RIGHT
OF WAY (±20?
e-~ ALL[Y
t---'~40' ..... ,...... _ _.,,
GARAGE
e--\
RET. WALL
A i ~ A
~--1
FINISH
GRADE:
25% LOT 'MOTH i i COMBINE:D (5' MIN.)•
•5' MIN.
25% LOT 'MOTH
COMBIN[f) (5' MIN.)
ALLE:Y
AR[A DRAIN (TYP) I I
_,___~' L_ l==I'
~
KEY MAP LEGEND
PROJECT BOUNDARY
LOT LINE [ = =Q21 SHEET NO.
127 LOT NUMBER
KEY MAP
SCALE: 1" =IOO'
MAINTENANCE/STORAGE NOTE:
I FENCE DETAIL
,-. I PER LANDSCAPE ~ ~I PLANS ~ ~&~I ____,J~' ~Ml!!:N·--,1'
~ ;;:;:
FF
BUILDING
FOOTING . . . . • ,-. • L
RETAINING WALL
HfJGI-IT AND TYPf
SHOWN ON PLANS
PAD [LEV
PL
0.5' MIN
"TEMPORARY EROSION CONTROL
PLANTlNG AN> IRRIGATION NOlES:
ALL PfJIMANENT AND TEMPORARY EROSION CONTROL Pl.ANTING AND
/RR/GA TION SHALL B£ INSTALL[{) ANO MAINTAIN[{) AS REQUIRED IN
SECTION 212 OF 11-1[ STANDARD SPE:CIACA TIONS AND 11-/E FOLLO'MNG:
A. HYDROSEE:D/NG SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADE:D 6: 1 (HORIZONTAL TO VERTICAL)
OR STEEPFR WHEN THE:Y ARE:
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR STREET.
b. ALL SI.OPES 4 FEET OR MORE IN HfJGHT.
CONTRACTOR TO PRO'AIJE UAINTENANCE/STORACE
ANO CONCRETE WASHOUT AREA PlAN TO THE CITY
fF CARJ.SBAO PRIOR TO START fF CONSTRUCTION. ~ ill rt()l1; PAD
/// o•\ ""'''(\1/. v\\ / _L/L//_.LJ._--L-....,.'"""'C<"7'=-""~• y'
J" PVC YARD DRAIN AT
CL OF SWALE UNLESS
OTHER'MSE SP[C/F/[f).
2. ARE:AS GRAD[!) FLATTER THAN 6: 1 WHEN ANY OF 11-/E
FOLLOl+ING CON0/1/0NS DI/ST: a. NOT SCHE:DULED FOR IMPROVEMENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) l+ITHIN 60 OA rs OF ROUGH
GRADING
,.,_
0,
% LOT 25
(5
1+10 ..
' MIN.)
40' ALLEY ENTRANCE
5' M/~,7 5' MIN. 5' MIN. 5' M,~-7 16.BJ' I 16.Bil-7 16.83'[·7 16.BJ I
I I I I I
f f f t
-
~
~ '--
~
4R 2R ·tR '--3R
-f4--
S?
I I L_I
R.O.W.
II' .,,., 7: SIDEWALK
PORCH SETBACK ~=.!1//'.=====--="~~=--<~,,;==~---~~ CURB &: GUTTER
PA-7: TYPICAL LOT AND SEIBACK REQUIREMENTS
R/W
13'
7.5
NOT TO SCALE
JO'
17'
10'
ARKIN TRA ',E'L
FIR HYDRANT
AS SHOWN ON
PLA S (TYP.)
60'
JO'
17'
10'
TRA ',E'L ARK/
STRUCTURAL SEC ON I ro BE DETERM/N[f)
BY SOILS ENGINEFR
(MIN. SECTION 4" AC
O',E'R 6" AB)
13'
,5
R/W
STREET UGI-IT
AS SHOWN ON
PLANS (TYP.)
,,. ,.,-\ \ 1/,~
8/DEYARD DETAIL
NOT TO SCALE
{ ~.
.~ •
I
MOD/Fl
ROLL[!) CURB;
SEE DETAIL
THIS SHEET
1'-0
2,r MIN--1 •• ; .. .. · ~
2·-0·
R/W
2'
FL ELEV PER PLAN
20'
DETAIL: RETAINING WALLS
NO SCALE
R/W
~-+--STRUCTURAL SECTION ro BE:
DETERM/N[f) BY SOILS [NG/NEER
(MIN. SECTION 4" AC O',E'R 6" AB)
SEE STREET NOTE NO. 1
MOD/F/[D ROLL[!) CURB
SEE DETAIL THIS SHEET
I s• Df,
UNDFRCUT PfR
SOILS ENGINEER'S
RECOMMENDA 1/0N
b. IDENTIFIED BY THE: PARKS AND RECREA 1/0N DIRECTOR AS
H/GHL Y VISIBLE TO THE PUBLIC.
c. HA vf ANY SPECIAL CONDl710N /DENT/Fl[{) BY TH£ CITY
ENGINEER THAT WARRANTS /1,/1,/[{)/A TE TR[A TMENT.
B. HYDROSEEl)f]) ARE:AS SHALL BE /RR/GA 7fD IN ACCORDANCE 'MTH
THE FOI.LO'MNG CRITERIA:
I. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE::
a. THREE TO fJGHT FEET IN HEIGHT SHALL B£ /RR/GA 7fD BY HAND
WA TE:RING FROM QUICK COUPLEJIS/110SE BIBS OR A CONVEN710NAL
SYSTE:M OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING
100,: COVEJIAGE.
b. GREATER THAN 8 FEET IN HEJGHT SHALL BE: WA TERE:D BY A
CONvfNTIONAL SYSTEM OF LOW PFl[CIPITA 1/0N SPRINKLER HEADS
PROVIDING 100X COVE:RAGE.
2. AFl[AS SLOPfD LE:SS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVE1J
CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVEI.OPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA 1/0N TO TH[ CITY
ENGINEEJI. THE: PROPOSAL SHALL B£ SPEC/AC REGARDING THE NUMBEJIS,
TYPE:S ,t COSTS OF Tl-I[ E:LEMENTS OF THE PROPOSED SYSTEM.
PROPOSED PUBLIC ALLEY J. /RR/GA nON SHALL MAINTAIN THE MOISTURE: LEVEi. OF THE: SOIL AT THE
OPTIMUM LEITT FOR THE: GROwrH OF 11/E HYDROSE£DED GROwrH.
. I
TYPICAL SECTION NO SCALE C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOMNG:
'I-..
SI.OP[ VARIES. MATCH
ALLE:Y CROSS-SI.OP[
(2% MIN.) F.F.
PAD
i:t
'NOODEN FENCE HEIGHT
VAR/E:S 0-6' IF N[[f)[D
S/D[YARD FENCE:
MIN.DISTANCE:
TO FACE OF WALL
PROP. MIN. DRAINAGE
DISTANCE J' ro BLDG
NOTE: D££PENED FOOTING SHALL EXTEND 1' MINIMUM
1. SEEO MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVE:R
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. Pf1I ACRE OF E: SCHOOL CIA CALIFORNIA
d. 4 lbs. Pf1I ACRE OF ACHIU.EA MIU.EFOLIA
e. J lbs. PfR ACRE OF AL l'SSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF D/MORPHOI.ECA
g. ITEMS c,d,e. AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCA 1/0NS WHERE THE: AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM E/11/ER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. /TEI.I a OF THIS SUBSEC710N MUST BE: INOCULATED ltfTH A Nl'TROGEN
AXING BACTERIA AND APPUE:D DRY EITHER BY DR/LUNG OR
BROADCASTING 8E:FOR[ HYDROSEEDING.
I. ALL SE[{) MATERIALS SHALL BE TRANSPORTED TO THE: JOB SITE IN
UNOPENED CONTAINERS WIii/ THE: CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL nJRE CERT/FICA TION TAG A TTACHE:D TO, OR PRINTED ON
SAID CONTAINERS.
J. NON-PHYTO-TOXIC VETTING AGfNTS MAY B£ ADDE:D ro 111E
HYDROSEED SLURRY AT THE DISCRE710N OF THE CONTRACTOR .
SECTION B·B
NO SCALE
R.O.W.
8' MIN.
PORCH SETBACJ< CURB &: GUTTER -STREE'T SLOPE:
SEE: PUD DETAIL
'A-1:A-2',A '-J'
OPTIONAL WALL
SLOPE OR AT GRAD[
PLANNING AREA 7
LOT SUMMARY TYPICAL LOT DRAINAGE AND EROSION CONTROL, N. T.S.
LOT ASSE:SSOR SITE PLAN BACKFLOW FOUNDATION
NUMBER PARCEL I ADDRESS TYPE PREVENTOR CATEGORY
127 213-141-28-00 269J PARADISE ROAD 3AR l'l"S *
128 213-141-29-00 2697 PARADIS£ ROAD 2B l'l"S *
129 21J-14130-00 2701 PARADISE ROAD !A l'l"S *
1JO 21J-141-JI-OO 2705 PARADISE ROAD 4C l'l"S *
131 21J-141-J2-00 2709 PARADISE ROAD 2A YES *
1J2 21J-141-JJ-OO 27/J PARADISE ROAD 48 YES *
133 21J-141-J4-00 2717 PARADISE ROAD JC YES *
134 21J-141-J5-00 2721 PARADISE ROAD 18 NO *
1J5 21J-141-J6-00 2725 PARADISE ROAD 4A NO *
IJ6 21J-141-J7-00 2729 PARADISE ROAD JA NO *
1J7 21J-141-J8-00 2716 GARDENLANE: WAY JBR l'l"S *
1J8 21J-141-J9-00 2712 GARDE:NLANE: WAY 1AR l'l"S *
21J-141-40-00 2BR NO * IJ9 2708 GARDENLAN[ WAY
140 21 J-141-41-00 2704 GARDENLAND WAY 4CR NO *
2700 GARDENLANE: WAY 2AR l'l"S * 141 213-141-42-00
142 21J-141-4J-OO 2696 GARDENLAN[ WAY 4AR YES *
14.3 213-141-44-00 2692 GARDENLANE WAY JC YES *
* SEE: FOUNDA 1/0N DE:S/GN RECOMMENDA 1/0NS ON SOILS REPORT NAMED " INTERIM AS-GRADED
RfPORT OF ROUGH ANO FIN£ GRADING,UODfl. LOT COUPIDIES AND PHASE: I PROOUCTION LOTS "
PfR LEIGHTON AND ASSOCIATES, INC. DA1ED APRIL 27th, 2004.
RCE
REVIEWED BY:
"AS BUILT''
DATE
EXP.,----
MODIFIED ROLLED CURB BELOW LOWEST ADJACENT FLOWLIN£ £L£VA TION
DETAIL •A" PRIVATE CONTRACT INSPECTOR DATE
4" NON-CONTIGUOU
P. C. C. SIDEWALK
6" TYPE "G" CURB
&: GUTTER (TYP.)
---"'ll'~-~--1-1--....J ,· "' I / 6" TYP.
WATER
10'
UNDFRCUT PER
SOILS ENGINEFR's
RECOMMENDA 1/0N
PUBLIC PROPOSED STREET
TYPICAL SECTION, NO SCALE
BENCH MARK
NO SCALE:
NOTE: SE[ SDRSD G-4 FOR ADDITIONAL
NOTES AND DETAILS.
D[SCR/PT/ON: BRASS DISK IN CONCRE:TE IN A. STANDARD SUR',E'Y KE'LL ON
CE:NTERLINE OF EL CAMINO REAL
LOCA 1/0N: COUNTY OF SAN DJEGQ 8£NC:"'H.,.cM=~=-co=£=S/Gfl~)l=TION= .. ~N=o~. =R1=eoo~m=B+~89=. =E.Q.
ELEVATION: J11.407 M.S.L. DA TUM: N.G. V.D. 29
of Ess,
~i M. S.
£ :;Ix u'G;.
;:; No. 42951 ~
~ Exp. 03-31-06 [;;
C/V\\.
~or er,.\.,~
NO SCALE:
PR.omcrDFSIGN CoNSULTANTS
PlANNINo • BNvllDIMENTAL • BNolNBBIIINo • SUIMIYIOPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C.E. 42951 DA1E REGISlRA 110N DESIGNED PM
¼
EXPIRES 03-31-06 BY: RE\/IEW:
N.:A '5'·71f,()'f
SURVEY
RE~EW:
1---+---+--------------l----l----i----l-----l I SH2EET I CITY OF CARLSBAD I SHJEETS I
ENGINEERING DEPARTMENT :===...::::::==============::...== PRECISE GRADING & EROSION CONTROL PLANS FOR:
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
BRESSI RANCH PLANNING AREA 7
PHASE I (LOTS 127 TO 143)
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t---t---t-------------1---11---1---1----1 I sHJEET I CITY OF CARlSBAD I SHEJETS I
ENGINEERING DEPAIRTMENT
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PRomerDESIGN CoNSULTANIS
PIANN1NO • l!N\IJRallMl!NTAL • ENGINm!luNo ♦ SUIMJY/Ol'S
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHELDS. R.C.E. 42951 DATE REGISTRATION DESIGNED PM
EXPIRES 03-31-06 · BY: RE"1Ew.
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SUR',£Y
REVIEW:
DATE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
BRESSI RANCH PLANNING AREA 7
PHASE I (LOTS 127 TO 143)
APPROVED: LLOYD HUBBS IJY-
DWN BY:
CHKD BY:
RVWD BY:
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PROJECT NO.
CT 02-14 2
EXPIRES 12-31-05 .,
DRA'MNG NO.
411-48
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