HomeMy WebLinkAboutDWG 432-3A; CT 04-22; OCEAN ESTATES PROJECT OCEAN STREET; 01-05GRADING NOTES
(IN ADDITION TO THE. RE.QUIRE.ME.NTS OF CHAPTE.R 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSE.OES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE. E.NGfNE.ER IN RESPONSIBLE CHARGE. SHALL
REVISE. THE.SE. PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE. DEVELOPER OR E.NGINEE.R-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTTON OF E.RRORS ANO OMISSIONS
DISCO VE.RED DURING CONSTRUCTION. ALL PLAN RE.VISIONS SHALL BE. PROMPTLY
SUBMITTED TO THE. CITY ENGINE.ER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER W1LL BE. REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE. OF INSURANCE AS WE.LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILE.0 NAMING THE CITY OF CARLSBAD AS AN ADDIT10NAL INSURED ON THE
PE.RMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE. COMPANY WRITING TH[ POLICY MUST
HAVE. A RATING OF "A-" OR BITTER ANO A SIZE. CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/LO/NG CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SE.PARA TE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGE.NC/ES.
7. APPROVAL OF THE.SE PLANS BY THE CITY ENGINE.ER DOES NOT AUTHORIZE. ANY
WORK OR GRADING TO BE. PE.RFORME.D UNTIL THE PROPERTY OWNER'S PE.RMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BE.EN ISSUED.
8. NO REVISIONS WILL BE. MADE. TO THE.SE PLANS W1THOUT THE. WRITTEN APPROVAL
OF THE. CITY ENGINE.ER, NOTED W1THIN THE RE.VISION BLOCK, ON THE
APPROPRIATE SHE.ET OF THE PLANS ANO THE TITLE SHE.ET.
9. ORIGINAL DRAW1NGS SHALL BE.COME. THE. PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE RE.VISED TO REFLECT AS-BUILT CONDITIONS
BY THE E.NGtNEER-Or-WOl?K PRIOR TO FINAL ACCEPTANCE OF THE. WORK BY THE. CITY .
11. ACCESS FOR FIRE AND OTHER E.ME.RGE.NCY VEHICLES SHALL BE. MAINTAINED TO
THE PROJECT SITE AT ALL 11MES DURING CONSTRUC110N.
12. WHE.RE TRENCHES ARE. W1THIN CITY E.ASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR W1THIN TWO WORKING DAYS OF THE COMPLETION OF FIE.LO TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTUNW IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRE.CT/ON OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE W1TH THE CITY OF CARLSBAD STANDARD SPECIF/CA 110NS AND THE
" EARTHWORK SPECIF/CATIONS " A TTACHE.D TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS W1LL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRE.CONSTRUCT/ON MEETING SHAii BF HFLD AT THE. SITE. PRIOR TO THF
BEGINNING OF WORK AND SHALL BF ATTENDED BY ALL R£PRES£NTA 11VES
RE.SPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO ALL OTHER
ASPECTS OF THE. WORK THE CONTRACTOR SHALL REQUEST A PRE.CONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR W1LL THEN BE
CONTACTE.O BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRE.CONSTRUCTION MEETING. APPROVED DRAW1NGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT W1LL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPECTION RFOUFSTS OTHER THAN FOR PRE.CONSTRUCTION MEE.TING W1ll BF
MADE BY CALI/NG THE ENGINEERING 24-HOIIR INSPECTION RFDIIFST /INF AT
(760) 438-3891. INSPECTION RE.QUEST MUST BE. RECEIVED PRIOR TO 2: 00 P.M
ON THE DAY BEFORE THE INSPECTION IS NEEOE.O. INSPEC110NS W1LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERW1SE. REQUESTS MADE AFTER
2: 00 P.M. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE. CITY ENGINEER AND/OR CONCERNED AGENCY SHOW1NG
THE DESIGN OF SHORING, BRACING SLOPING 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
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PR/OR TO EXCAVATION. IF /HF Pl AN VAR/ES FROM /Hf SHORING SY5TFM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED E.NGINITR AT THE. CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WE.LL IN AO VANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPE.RATIONS W1LL CE.ASE IMMEOIA TEL Y, ANO THE
PERMITTEE W1LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECE.IVED WRITTEN AUTHOR!TY FROM THE CITY
ENGINE.ER TO 00 SO.
20. ALL OPE.RATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BE.TWEEN 7: 00 A.M. AND
SUNSET E.ACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE. HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERfAL SHALL BE OBTAINED FROM, AND WAS1E MA TE.RIAL SHALL BE
DEPOSITE.D AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE. HAUL
ROUTES OR ADJACENT STREETS AS A RE.SULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY W1THIN THE AREA TO BE GRADED. NO TREE.S ARE
TO BE REMOVED UNLESS SPE.CIFICALL Y NOTE.D ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE. PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT 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
OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE. REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE Ci TY OF CARLSBAD LANDSCAPE MANUAL, THE. LANDSCAPING PLANS FOR
THIS PROJECT, ORAW1NG NO. ____ , AND/OR AS DIRECTED BY THE CITY
E.NGINEER OR PLANNING DIRECTOR.
C:\ORA'MNG FILES\TITLE SHEETS\CLSB-GP.OVIG 11/14/06
29. THE OWNER/APPLICANT SHALL INSURE. THAT ALL CONTRACTORS SHALL COOROINA TE
THE. WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS RE.QUIRED FOR THIS
WORK IN ACCORDANCE WITH THE. LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "c" ANO PIPE ME.ET$ AST/,/ STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RE.SULT OF THE
GRADING OPERA TIO/I, IT SHALL BE REMOVED W1THIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED W1TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE W1LL BE PLUGGW W1TH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
32. THE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BERNARD GOLDSTEIN AT
(760) 729-6892
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCA TIDNS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE. SATISFACTION OF THE CITY E.NGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR
UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE..
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TE.RS CREATE A
HAZARDOUS CONDITION.
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VICINITY MAP
CITY OF OC EANSI DE
HIGHWAY 78
CITY OF VISTA
CITY OF
WORK TO BE DONE:
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
RE.MEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PRE.PARA TION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
ANO ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE. W1TH THE FOLLOW1NG
DOCUME.NTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5898 5899 & 5900 DATED D5/I8/05
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS RE.PORT AND RE.COMMENDA 110NS BY TESTING ENGINEERS -US LABS
DA TED NOVEMBER 2004
( ABOVE GROUND AND UNDER GROUND ) W1THIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE IN CORPORA T£0 HEREON. SAN MARCOS
7. THE SAN DIEGO REGIONAL STANDARD DRAW1NGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
33. THE. CONTRACTOR SHALL N011FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LE.AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILl11ES AND SHALL COORDINATE THE WORK W1TH A COMPANY RE.PRE.SENTA 11VE.
UNDERGROUND SERVICE ALE.RT (800)422-4133
SOG&E ( 800 )660-7 343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (160)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWE.R, WATER & RECLA/MEO WATER) (160)438-2722
'SAN OIEGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTE.WATER DISTRICT (760)753-0155
'VALLECITOS WATER DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SAN/TA TION DISTRICT (760) 726-1340
*AS APPROPR/A TE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE. TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOW1NG
REPORTS MUST BE SUBMI TTED TO THE CITY E.NGINEE.R VIA THE
PROJECT INSPECTOR /15.16.120 A.10] CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE. APPRO>f:D PLANS ( OBTAIN SAMPLE. OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BE.ARING CAPACITIES, A STATE.MENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT~ BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE W1TH THE REQUIREMENTS AND
RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWA Y FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTI VE DEVICES SHOWN SHALL BE. IN PLACE AT THE ENO OF EACH
WORKING DAY WHE.N THE FIVE (5) DAY RAIN PROBABILITY FORE.CAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERM/NATION OF HYOROSEEOED SLOPES FAIL TO PROVIDE EFFEC11VE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE W1TH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
SOURCE OF
TOPOGRAPHY:
TOPOGRAPHY SHOWN ON THESE
PLANS WAS GENERA TED BY
BAKER LAND SURVEYS INC.
SHEET INDEX
1) GRADING PLAN NOTES
2-3) GRADING PLAN
4) EROSION CONTROL & DRAINAGE DETAILS
5) OCEAN STREET D /W RAMP PROFILES
PROJECT LOCATION:
OCEAN STREET (BETWEEN BEECH AVE
& CHRISTIANSEN WAY)
DA TED: (7/10/2003). TOPOGRAPHY
SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
ALTA CONSULTANTS LA TEST FIELD
VER/FICA 110N DA TED 3/19/07
CARLSBAD, CALIFORNIA, 92008
THOMAS BROS 1106-D5
APN: 203-144-01
CALIFORNIA COORDINATES
NAD83: N2003725, E6224844
EARTHWORK:
CUT: -~3~1=00~C~Y_
FILL: __ 5_5_0_C_Y __
IMPORT: __ N/~A __ _
EXPORT: 2550 CY
RFMEDIAI · N/A .
LEGAL DESCRIPTION:
NORTHWE.STERL Y HALF OF BLOCK 7 OF TOWN OF CARLSBAD, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA
ACCORDING TO MAP THEREOF NO. 535. FILED IN THE COUNTY
RECORDERS OFFICE ON MAY 2, 1888. THE SOUTHEASTERLY LINE OF
SAID NORTHW[STERL Y HALF BEING DRAWN PARALLEL '111TH THE
NORTHWE.STERL Y LINE OF SAID BLOCK 7.
BENCH K48B:
PACIFIC
OCEAN
SITE
cosr ·
CITY OF ENCINITAS
VICINITY DETAIL
NTS
LEGEND FOR BMP' S:
8. CALIFORNIA COASTAL COMM/S/ON DEVELOPMENT PERMIT CONDITIONS
DATED NIA
9. ENVIROMENTAL APPROVAL DOCUMENTS DATED EXEMPT
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY
N/A DATED N/A MJID NO. N/A .
11. STORM WATER MANAGE.MENT PLAN (SWMP) PRE.PARED BY ALTA CONSULTANTS
DA TED 06/03/2005
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND:
ITEJI STD, D1'G's Q'NTY,· SYJIBQL
PROPOSED LOT LINES------------------------------------
RIGHT OF WAY---------------------------------------R-f'fl----
PROJECT SETBACK LINE-----------------------------------
EXISTING CONTOURS--------------------------------~8~
EXISTING CURB & GUTTER----------------------------
EXISTING ASPHALT CONCRETE DIKE----------------------
6" AC EXISTING WATER MAIN--------------------------------'vi _ ..
EXISTING WATER SERVICE-----------------------------0---'vi
EXISTING SANITARY SEWER MAIN------------------------__ 8"spvc ___
EXISTING SANITARY SEWER LATERAL--------------------®--S
EXISTING POWER/TELE POLES AND WIRES------------------~
2• HP GAS EXISTING GAS MAIN-----------------------------------GAS
EXISTING CONCRETE--------------------------------I ~ .~ ·1
PROPOSED 1" COPPER WATER SERVICE------W-1, W-3•--4 EA.-rn--1,1
PROPOSED 1 1/2" COPPER IRRIGATION SERVICE--W-4*----1 EA.---1,1
PROPOSED 4" PVC SEWER LATERAL----------S-7*----4 EA.-~ S
PROPOSED 6" AC BERM-----------------G-5----10 L.F.--
(4) REPORT 111TH AS-BUILT GE.OLOGIC PLAN, IF RE.QUIRED BY THE
CITY. ABBREVIATIONS: LOCATION: 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE DESCRIPTION QUANTITY SYMBOL
PROPOSED RETAINING WALL FOR BASEMENT LEVEL-------------I Z Z Z Z Z ZI
TO BE PER ARCHITECTURAL PLANS
PROPOSED RETAINING WALL-------------C-2 C-4--600 S.F.-•u•ca• 35. UNL£SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W1THIN ONE. (I)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED "PRE.LIM GE.OTECHNICAL INVEST/GA 110N FOR THE PROPOSE.O
OCEAN ESTA TES PROJECT", PREPARE.O BY VAN W. OLIN OF TE.STING E.NGINITRS -US
LABORATORIES INC. DA TED NOVEMBER 4, 2004 SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
W1TH THE RECOMMENOA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
TOP OF CURB TC
FINISH SURFACE GRADE FG
FINISH FLOOR FF
TOP OF GRATE TG
FLOW LINE FL
STORM DRAIN INVERT IE
ARCHITECT:
BOX INLET MARKED LS 6215. MONUME.NT IS IN THE NORTHEAST
CORNER OF GRAND A VE. AND WASHINGTON ST., 52' WE.ST OF
RAILROAD TRACKS AND 40' NORTH OF THE CENTER OF GRAND
AVE. STATION CLSB-130.
ELEVATION: 43.09 DATUM: COUNTY OF SAN DIEGO, MSL.
STORM WATER BMP' S:
POTENTIAL POLLUTANTS OF CONCERN:
STJ.RU.TZED CONSTRUCTION ENTRANCE
(TC-1) & DETAIL SHEET NO. 3
SILT FENCE
(SC-1) & DETAIL SHEET NO. 3
1 EA
(PER SEPARATE PERMIT) 1.)
PROPOSED DRIVEWAY-------------------G-14---190 S.F.--1f:I)}'..hV
PROPOSED CONCRETE FOR D/W ------------------------1~·-· ~·-·~·-· ~I
PROPOSED WALKWAY OR IMPERVIOUS SURFACE---------------R'.5---J ~
(PER LANDSCAPE PLANS)
PROPOSED SLOTTED DRAIN FOR BASEMENT RUNOFF-------5 EA.---I11Irn01I0111t1 I
URBITECTURE PLATFORM
,. DECC,ARATION OF RESPONSIBLE CHARGE" MR JORGE OZORNO
THE GRANO CORNE.R PROJECT JS NOT EXPECTED TO GENERATE
A SIGNIFICANT AMOUNTS OF NON-VISIBLE POLLUTANTS,
HOWEVE.R THE FOLLOW1NG CONSTITUANTS ARE COMMONLY
FOUND ON SJ/JILAR PROPERTIES AND COULD NE.GA TIVELY
IMPACT STORM WATER QUALITY:
GRAVEL BAGS
360 LF
400 EA. = PROPOSED CATCH BASIN PER DETAILS ON SHEET NO. 4---17 EA.--
PROPOSED CLEANOUTS PER DETAILS ON SHEE T NO. 4-----6 EA.--
PROPOSED GARAGE SUMP PUMPS PER PLUMBING PLANS---4 EA.--
~
[Qi]
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TH!S PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DE.SIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHE.CK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE
CITY OF CARLSBAD OOE.S NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSJBILITIE.S FOR PROJECT DESJGN.
FIRM: ALTA CONSULTANTS
17
ADDRESS: 4901 MORENA BLVD. # 409
SAN DIEGO, CA., 921
TELEPHONE: (858) 581-6101
FAX: (858) 581-6138
-07
BARTOLOME J. PASTOR DA TE:
RCE 38606, EXP. 3/31/2009
tio -Y= 0 ~ No.38606 lfl ff!
if/~ Exp.3/31/09 ~ ',)
*°' "'*
~r, CIVIi.. &!;" 0CFCAL\ ~
SOILS ENGINEER'S CERTIFICATE:
I, VAN W. OUN , A REGISTERED CIVIL
3745 10TH AVENUE
SAN DIEGO, CA 92103
PHONE:(619) 255-7356
FAX: (619) 501 -9876
MINIMUM
SETBACKS:
R-3 LOT:
FRONT 75 '
REAR 20
SIDEYARD 25% OF LOT W1DTH
STREET SIDE.YARD 10'
PQ LOTS:
FRONT 10'
REAR 12'
SIDE.YARD 25% OF LOT W1DTH
MINIMUM SIDE.YARD 5'
C.OMMON LOT:
LOT 5
• SEDIMENT DISCHARGE DUE TO CONSTRUCTION ACTIVITIES
• NUTRIENTS FROM FERTILIZERS
' TRASH ANO DEBRIS
• HYDROCARBONS FROM PAVED AREAS
• PES11CIOES FROM LANDSCAPING ANO HOME USE
SE.LfCTED SITE DESIGN BMP'S·
THE PROJE.CT IS OE.SIGNED TO MINIMIZE THE USE OF
IMPERVIOUS AREAS WHEREVER POSSIBLE. POROUS CONCRETE
AND LAID TILE (OR OTHER PE.RV,OUS SURF ACES) SHALL BE
INCORPORA TEO TO PROMOTE ABSORPTION. LANDSCAPING OF
ALL SLOPES AND COMMON AREAS ARE /NCORPORTAEO INTO
THE DESIGN. THE LANDSCAPING IIILL CONSIST Or BOTH NATIVE
AND NON-NATIVE PLANTS. THE GOAL IS TO A CHIVE PLANT
ESTABLISHMENT EXPEOITIOSLY TO REDUCE EROSION. THE
IRRIGATION SYSTEM FOR THESE. LANDSCAPED AREAS l'IILL BE
MONITORED TO REDUCE OVER IRRIGATION.
SE.LECTEO SOURCE CONTROL BMP0S:
1.) SOURCE CONTROL BMP'S W1LL CONSIST OF MEASURES
TO PREVENT POLLUTED RUNOFF. THIS PROGRAM W1LL
(SC-8) & DETAIL SHEET NO. 3
REFERENCE DRAWINGS
CITY OF CARLSBAD DWG. NO. 188-9 & 409-28
CITY OF CARLSBAD DWG. NO. 347-2
DEVELOPMENT SUMMARY:
CONSTRUCT FOUR DETACHED RESIDENTIAL UNITS,
ACCESS GARAGE.S FROM OCEAN STRE.ET ANO GARFIELD STREET.
SERVICES FOR WATE.R, SEWER, GAS, £LE.CTR/CAL, TELEPHONE.,
CABLE & £CT WTLL BE ADDED OR UPGRADED AS NECESSARY
TYPE. OF CONSTRUCTION: TYPE 5 NON-RA TED
AREA TABULATION TABLE
LOT NO AREA (SF) MAX ALLOWABLE
•
ACTUAL
ENGINEER OF THE STA TE OF CALIFORNIA , PR/NC/PALLY DOING BUSINESS ... INCLUDE AN £DUCA TIONAL COMPONANT DIRECTED AT. LOT COVERAGE LOT COVERAGE THE HOMEOWNER(S). THE HOMEOWNER(S) WILL REC/EVE ICS, HEREBY CERTIFY THAT A
ONDITIONS PREVALENT WITHIN THIS
IN THE FIELD OF APPLIED SOILS MECHAN
SAMPLING AND STUDY OF THE SOIL C
SITE WAS MADE BY ME OR UNDER MY DIRE
COPIES OF THE SOILS REPORT COMPILE
CT/ON IN NOVEMBER 2004. TWO
D FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED: DATE: ?//+/•'f
P.E. NO.: RC£ 60076, RGE 2578 EXPIR A TION DATE: 06/30/2006
OWNER'S CER TIFICATE:
/STEREO SOILS ENGINE.ER OR
,r= -~ A SET OF BROCHURES DEVELOPED BY THE COUNTY
OF SAN 0/EGO·s ENVIRONMENTAL HEALTH DEPARTMENT. LOT 1
THE.SE W1LL INCLUDE THE FOLLOW1NG:
* ~ ACf,RGE * • 6T~"'1111ATE/c ~/JN OFF POLL VT/01/ FACT 5Ht£1 LOT 2
• 5TO!eMWATEI! RUNOff P OLl.UTION P!if.VEN?ION 1°1P5 ~~~ F Die /10Nf.O/JJN~5 LOT 3 • 5TO/€HW4 T&e POU UT!0/1 P!efVENTION YM@ /JJt!e/:.
(LAN05LJI.PiNq {,l,/?.DE.NINI', 3, f c 'i,T (YJAJTML)
) " 5 TO/'. f,f~T£e f'Oll UT/0,V f'l<EvfNTtO{v PET W.¥.,7E LOT 4 2 Fi.OW TH,o..lft 0EPA~47tJ~ * 6E.E. t~ e,_E f-O(.AJ.
CONSTR UC TION PRIORITY: HIGH LOT 5
REQUIRED TREATMENT CONTROL BMP TABLE I ( WE ) HE.REBY CERTIFY THAT A REG
GEOLOGIST HAS BEEN OR WILL BE RET
GRADING ACTIVITY AND ADVISE ON THE CO
A/NED TO SUPERVISE OVER-ALL
MPACTION AND STABILITY OF TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE QUANTITY
AGREEMENT FREQUENCY
FLOW THROUGH BIO-CLEAN EN\1/RO. MODEL PVT CC&R 2 & 4 N5 flt:L;T ,4f-TJ'C£ £.4c.l{,",U;T011!.()I~ 1
7/1!>/07 SEPARATOR NSBB 4 6.5 72 A SOR ~/MA!ff'U11/o/,~LMN -,.,..,o .,..,,.,,~"p~y~
1 DiTE 1\/nT.F: SINGLE. UNIT TO BE INSTALLED AT NW CORNER OF SITE WILL FILTER ALL ON-SITE RUNOFF
THIS SITE.
~o/-C( &!w@µ
MR. BERNARD GOLDSTEIN
SAotr:.:r "t:>ToF-"'~ CJ.f,t,,(!,1TY: 11.g CU.FT.
6EDIHEI\/T 677J~i:tld,E C!.Af'•U!I1y: H .O CC). FT. PROJECT OWNER:
CARLSBAD MUNICIPAL WATER DISTRICT
9,662 50% 34.5%
4,981 60% 17.8%
4,969 60% 17.8%
4,957 60% 17.8%
3,434 60% 12.1 %
~
PROPOSED FILTER VAULT PER DETAIL SHEET NO. 4-------1 EA.--
TYPE "B" INLET-----------------------D-2----1 EA.--
PROPOSED PVC STORM DRAIN PER PLA.N------------400 L.F.--
PROPOSED PRESSURE PVC STORM DRAIN IMP PLANS DWG-3A------
- -----DRAINAGE FLOW DIRECTION---------------------• PFR CITY OF "'"' cBAD STANDARD DRAWINGS . .
"A~Rmtll~ Of 8fffOHir~ CIIAa .. ,
AS oF tt/!>lo& , 1 UetC!e&'I fl9.>umE° 'RES"P6N.s1l3tE N\All.1::iE'
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• A..i~ ll528I qf,3o/U(fl A
_J_IOIARD ~R f<.C.£ Li{. EJ<i>, DAlt . ~ . .
P~I~EPARTMENT APPROVAL "AS BUILT "
· __ w Mrr.:7j2'1p7 c-1 !Jo,v NEU/ PLANNING DIRECTOR RCE EXP. c)a£; DATI: 7 /~'f /r>7 REVIE\,/ED BY,
))Al+ Ly.;d. IIICOIIIIINDIII BY: {PIIIIT IWII) INSPECTOR I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
OCEAN ESTATE S PROJ ECT
OCEAN STR EE T
Till> SH••T
~
110 011
[r:m1
==---==
DATE
DATE
I SH~TS I
' -, J:'..o c,fkLn MR. BERNARD GOLDSTEIN
MRS. MARINA GOLDSTEIN
GOFAT, LLC
ALTA
PLANNING
CONSULTANTS ll
ENGINEERING SURVEYING ll
u oS vi,n,
II "" ~r,-
~'f9' f/'v1D A, HAUSER ~
I ••n~",f;~~l'&I.' ~DB '-VP
\"'""Ill.An. ~ ..-~Z\
TY CITY ENGINEER PE ~ EXPIRES 6/30/08 DATE
•• " I I DRAWING NO, DWN BY: ALTA PROJECT NO,
A CALIFORNIA LIMITED LIABILITY COMPANY
160 TAMARACK AVENUE
CARLSBAD, CA 92008
4901 Morena Blvd. St e. 409 San Diego, CA 92 117 (858 ) 581-6101 Fax (858) 581-6138
J'OB NO. 207-00, DATED J'ULY 3, 2007
DA 'v1D A, HAUSER
DEPUTY CITY ENGINEER
DATE DATE INITIAL
R, C, E, 33081 EXP. 6/30/08 ENGINEER Of MJRK
DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: _, CT 04-22 4 32-3A
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THRU SEPARATOR (NSBB) TO BE PRIVATELY MAINTAINED BY
H.O.A.
REQUIRED TREATMENT CONTROL BMP TABLE
DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGR££M£NT FREQUENCY
BIO-CLEAN £NV/RO. MODEL PVT AGR££M£NTS 2 & 4 INSPECT AFTfR EACH MAJOR
NSBB 4-6.5-72-A -SDR Q/'J. FJ.~f & RAIN FALL MAINTAIN &
CLEAN TWO TIMES A YEAR
NOTE: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE W1LL FILTER ALL ON-SIT£ RUNOFF.
BASKET STORAGE CAPACITY: 11.8 CU.FT.
SEDIMENT STORAGE CAPACITY: 74.0 CU.FT.
" I GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
ENC/NEER QF JrQRK
FIRM: AL TA CONSUL TAN TS
ADDRESS: 4901 MORENA BLVD.# 409
SA N DIEGO, CA., 92117
TELEPHONE: (858) 581-6101
FAX #: (858) 581-6138
RTOLOME J PASTOR DA TE :
RCE 38606, EXP . 3/31/2009
RCE __ _ EXP,----
REVIEWED BY•
INSPECTOR
QUANTITY
1
DATE
DATE
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1---1---+-----------+---+---~l---4-~ I ~2EET I CITY OF CARLSBAD I SHESETS I
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PLANNING ENGI:i:u:ERING SURVEYING
4 901 Mor ena Blvd . Ste. 409 San Diego, CA 92117 (858) 581-6101 Fax (858 ) 581-6138
JOB NO. 267-06, DATED JULY 3, 2007
DA lE INITIAL
ENGINEER OF Y«lRK REVISION DESCRIPTION OlHER APPROVAL
DA lE INITIAL
CITY APPROVAL
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OCEAN STR EE T
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·AssonW,ioH ~~ESPclNSr6Lf eJJ•R&~ ADDR ESS: 4901 MOR EN A BLVD. # 4 09
SAN DIEGO, CA., 92117 BUIL TH frS of IJ{~toe -r #tR~'f A$Surt1'E' 1<E:51=tlNS/BlE
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ALTA CONSULTANTS
PLANNING ENGINEERING SURVEYING
4901 Morena Blvd. Ste. 4 09 San Diego, CA 92117 (858) 681-6101 Fu: (858) 581-6138
JOB NO. 257-05, DATED JULY 3, 2007
TELEPHONE : (858) 581-6101
FAX # (858) 581 -6138
RCE __ _ EXP, ___ _ DATE
REVIE\JED BY ,
INSPECTOR DATE
l---l----+------------+---+--+---+----I I SH3EET I CITY OF CARLSBAD I SHESETS I
;:::=::::::::'..=:::==:::::E:::N:::::G::::IN::::E:::E:::R:::IN::::G=:::::D:::E:::P:::::A:::::R:::::TM::E:::N:::::T==~==::::::!
GRADING PLANS FOR:
OCEAN ESTATES PROJECT
OCEAN STREET
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL DWN BY: ~LT 1----'----+----'----t CHKD BY: OIJ
0lHER APPROVAi. CllY APPROVAL RVWD BY:
I t ;
083007
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0 ~ -w
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TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLO'MNG:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SL OPES THAT ARE GRADED 6.·1 (HORIZONTAL TO VERTICAL ) OR STEEPER Yr!-IEN
THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN H£/GHT.
2. AREA S GRADED FLATTER THAN 6: 1 WHEN AN Y OF THE FOLLO'MNG CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) 'MTHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE AN Y SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE 'MTH THE FOLLO'MNG
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO ElGHT FEET IN HElGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
CO VERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% CO VERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE. LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLO'MNG:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FE.SC[][
c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS Yr!-IERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED 'MTH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MA TE.RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC WETTING AGENTS I.IA Y BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRA W IS USED IT MUST BE
ANCHORED TO THE SLOPE BY 1./ECHAN/CALL Y PUNCHING NO LESS THAN 50% OF
THE STRA W INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 'MTH 15%
SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
s
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: c.....,_
a. TRACK WALKING SLOPES STEEPER THAN 6.1 .,. , .
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED. '
1/)
~~ r_.---~
u
« en " l::t:i
l::t:i
en fP-
...
<l ~
~ J-.. l>
·....J-
~;
I .,,..
~ • I
3c .yr
•
/
fl=4S.r.r
GARAGE FF=37.33
LOI' 1--
-9,"662SF PVT STORM DRAIN CLEANOU
PER DETAIL SHEET NO.
TG=3_;2.Q,, IE=35.50 -
.,---FF=48.67
-
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH. ,4 S 6f ut,Jo& / ~eP.J'f AS.sum! ,e es;:'6NSt&E CI\-Ail"1~
Folt pes,~r,t tH-AtJ {iES 1b 1\H,!,DRf.L.llNl:f . £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVTDE A VTGOROUS GROWTH UNTIL THE
WWN OIF <CAm.SMD
MAlP' NO. ns (385, 535), :BI.OCK 6
GRAPHIC SCALE
10 20 .. 80 I_I 1 ___ ~1
( IN FEET )
1 inch = 20 ft. -
A S T.
I_ .J 7 \-T
-
C AN S T.
3c '--._
0
co
~
0
a:, "' cr,
N .., + n _.,...
0 .,.
I
0
"' w ,.,
J)..
-'
~
----
INSTALL 6"
TYPE G CURB
(PJ CATCH BASI~ "A" PER
DE 1AI L SHEET t-jO . 4
TG/ 48. 20, 46. zb
'l!OWN OIF dru.sMD . IBO
MAP NO. 775 I (38.5, 535), BDOCK 7
CATCH BASIN "B" PER
DtJAIL SHEET iO. 4
T~-1,18.40, IE=4,5.40
F~,,.';36.00
!
Ph I SLOTTED DRAIN TG=37.07 I END OF DR IVEWAY
'fl\MP DOWN
I ' PROP
PUMP IE=34.0GI
(GARAGE LEVEt)
(PER SEP ARA TE
PERMIT) (PVT).
(PVT) CATCH BAS!N "B" PER
DE TAIL SHEET \JO .
TG=46.40, IE=44.40
FL=40.71
-· ,--=1
'
z 3c 0 I en en z
en j
<l D..
II z i='o
I ;
~ 0
I Vl en z <l en -' <l n:
II 2 ~o
u f-
W..-'-:..~_.f __ ! _!-~->-
o.. en
8" . ... : ... . · ..
NO. 12x12 STEEL
11 -.
BASIN SECTIONS
---PIPE SIZE
PER PLAN
6" 3~
.-.• . '.
CONC. SEAT
560-C-4000
CATCH BASIN "A"
12" x 12" BROOKS CATCH BASIN
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE 'MR£ FENCE AND EXTEND IT
IN TO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POS TS.
4. BACKFILL AND COMPACT THE
EXCA VA TEO SOIL.
Sll.T FENCE
GRAVEL BAGS OVERLAP
ON TO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
CONSTRUCTION SIT.£ ENTRANCES
CONSTRUCTION SITE ENTRANCES SHALL BE PER CALIFORNIA
STORMWA TER BMP HANDBOOK, STANDARD TC -1, MODIFIED AS FOLLOWS:
METAL SHAKER PLATES 'MLL BE REQUIRED AT ALL LOCATIONS
UNLESS SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR
DUE TO SITE CONSTRAIN TS.
ROCK SIZE SHALL BE 2 " MINUS.
A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE
ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT
CONSTRUCTION TRAFFIC AT THE CONSTRUCTION ENTRANCE.
STABIIJZED CONS'l'RUCTION ENTRANCE
TC-1
LEGEND
DESCRIPTION QUANTITY SYMBOL THE PROJECT IS PERMANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDflJP,,,;fj'-.,i.ii✓
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AN A
RELEASED.
Flt.II\: V6NREl1£R l:l-rtOP,11110 NEbUN !WE
1-,.N 1:>11:u0,c.A cii,~ .1"1f6NE : ~~~ic c.
4.~ ~,_, >R
ENVIRONMENTAL IVIODEL 1--;c:>. NSRB 4 -6.b -72 -A -S[C>R I A* IS A 6" IN LET AND FLOWS TO BASEMENT TRENCH DRAIN
NO SCALE
PRIVATE
: ... ·-
STD . WYE BRANCH
NO. 12x12 STEEL
TRAFFIC GRATE
-11-,
BASIN SECTIONS
CONC. SEAT
560-C-4000
...---6" MIN.
PIPE SIZE PER PLAN
IE=AS SHOWN
ON PLANS
12n x 12n BROOKS CATCH BASIN
DEEP INLET OPTION
NO SCALE
PRIVATE
~
0 I en
1/) 2
<l
1/) -'
SECTION OF 12" METALIC 1 o..
OR PLASTIC PIPE g is
nll!ml I lmU.lmUJm ..
11828! q/,,/ot; Fl.DIV, D.TMcNr: & En'PASS SPECIFICAHONS FOi? TH£
,n E L t bA= BIOMASS SEPARATING BASKET ".C. . I . r>cp. 'IT nflow Pipe An-,o _ _ _
12" CAST IRON GATE CAP
,:----FINISHED GRADE
2. Open Orifice Art•a in
Biomass Separotin9 Basket
J'. TreotobJo Flow Area With No Blocka9c -
4. Treatab.'e Flow Area With 50% Blockage -
5. Treatable Flow Area With 75% Blockage -
6.Minimum Byp= Avuiiable ----
(With Basket 100:C FuJJ)
. ?8 so.rr.
10.4-SQ.FT.
10. -f SO.FT.
5.2 SO.FT.
2.6 SO.FT.
2.0 SO.FT.
. • • UASKIT ::,TORAGE =11.8 CU. f7. (.4.J CU YO.)
SCREENED f/OrTOMS HINGED -f. BAFFL:...-D' ' .,, 's;j:~=~:::;.:,-w';i,~ STOR.IJ [J()()l,,t IN GASKCf
TURBULENCE ~
DEn.£CTOR 64 ; /2 X 24
SC1?;:;::. S'fSTCM~ --~
,,.,,-SKIMMCR 4 X 48 X 24 1Ai..L CONC.
PAT£1VT£D
DE ~ IOI 1Hl5 -tS -Y-TOSE"M!.oA.llJ;
111 Off~ (.rom:•,-s· wrrH =
-,.. (JF ~-~ /1111£
-.r ~J'Qlliltl.Oll'IV!" 10"
TREADED TOP_l"_-t-,,J::,,,,-11-,-0-..+-~ 15"
St..TJIMENT STORAGE ------C~ <XJNSaT sumlCE 1£0il-.-
/o/OUXlf."S" ~A1',,£ rotf ~
..
STD. WYE BRANCH
. • • .
18"
560-C-3250
CONCRETE
PIPE SIZE PER PLAN
STORM DRAIN CLEANOUT DETAIL
NO SCALE
PRIVATE
FLOW
Lower Front Chamber -J8 CU. FT.
Lcwer Rear Chamber ~ .36 CU. n:
TOTAL 74 CU. FT. (2.5 C
-..,.,, ... __ -....,.._
-
u YD.)
I 11
~ ~
-~--
£ND ""'
»--...--J71--' .
RISER~
HEIGHT I '1-1,. 1--50 -
YARJ[S l I -'8--20 --!2"
I i I I I SOR ~ 11 I I
I
f"ufao~t ,
~ , l ~ ·. ,: ell /FLOW\ 72
I ~~ B< V ,
LL 36
I ~........J -I c--6
. .., __ .._
I ,_ - -TYP i -38 -36 RIGHT C.OW lo'IVI,"
NOTES: 90
T CONCR~ 28 ™-Y COUPRESS!Vf: PEAX DESIGN now EXCLUSIVE C A L IFORNIA D ISTRIBUTOR:
STRENGTH fc=5.000 PSI. 1 0.6 C.F.S. F310 CLEAN ENVIRONMENTAL SER V ICE
; F'. 0. a ox 86.9. OCEANS/DC. CA. 9 .20-49 5 FT. Pf:R SEC. Fl.OW l TEL. 760-42'1..3 -7 64-0 FA X:760-4 -:3.:3 -:3 1 76 2. R[fNFORCING:ASTM A-615, (BASED ON
GRAD£ 50. MUL TIPU£D BY TH[ MIN. BYPASS AVA/l.ABU-.} I Emo,"/: inf'oC biocleone nyi,,.-onmontol.nat
J. SUPPORTS AN H20 LOADING AS
!NDIC!ITED BY MSH10.
4. JOINT SEAL.A.NT: aum RUBBER
SS-S-00210
5. All WALLS, TOP + BOTfOM
AR£ 6 . TH,CK. ALTA
PLANNING
CONSULTANTS
ENGINEERING SURVEYING
ENC/NEER OF WORK
FIRM: ALTA CO NSULTANTS
ADDRESS: 4901 MORENA BLVD. # 409
SAN DIEGO, CA ., 92117
TELEPHONE:(858) 581-6 101
FAX #: (858) 581-6138
1-_ it)
BARTOLO E J. PASTOR DATE:
RCE 38606, EXP . 3/31/2009
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO.
AGREEMENT
LOW THROUGH BIO-CLEAN ENVTRO. MODEL PVT AGREEMENTS 2 & 4
SEPERATOR NSBB 4 6.5 72 A SOR Qty f]Jf &
STABWZED CONSTRUCTION ENTRANCE
(TC-1)
SILT FENCE
GRAVEL BJ.GS
,
MAINTENANCE QUANTITY
FREQUENCY
INSPECT AFTE:R EACH MAJOR 1 RCE RJJN FALL AMJNTJJN &
CLEAN TWO nMES A YEAR
1 EA
360 LF
400 EA. ==·=·=·
HAS BUI L TN
EXP. DATE
"OT£: SINGLE UNIT TO BE INSTALLED AT NW CORNER OF SITE WILL FILTER ALL ON-SITE RUNOFF. REVIE'w'ED BY,
BASKET STORAGE CAPACITY: 11.8 CU.FT.
SEDIMENT STORAGE CAPACITY: 74.0 CU.FT. INSPECTOR DATE
I SH!ET I I SH~TS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
OCEA N ESTATE S PROJECT
OCEAN STREET
~jRO~ DAv1D A,~AUSER
.._ ~· 1::1 / .r:-.-) 6~¢CA¼2 lt> ~ ot 'R£:1'11 /I ,.LJ...f /. 1 L,.. .,~,N -,_ \If' ~~' IT CITY ENGINEER PE 33081 EXPl1<t.:, 6 JO 08 OA TE
lt t, O' ~e-m I , I ':1 Aru.,.,. ~ .Ji <1 n :.1 .. ~
DWN BY: PROJECT NO. AL TA, JI I DRAWING NO. 4 901 Morena Blvd . Ste . 409 San Diego, CA 92 117 (858) 581-6101 Fax (858) 581 -6138 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTlON CT 04-22 432-3A JOB NO. 267 06, DATED JULY 3 , 2007 . ENGINEER OF WORK OlHER APPROVAL CllY APPROVAL RVWD BY: r •d I
1
l
070708
083007
50'
. 25'
1-w 25' Wi--------------------------i ~ 20'
Pl STA=1 +26.00
Pl ELEV=42.36
. .
--_,.
V
-I -b a
,-.: Pl ELEV 37.43 ~ LL ·-cxi 40
IJR/VEW-AY RAM--P .PR(}F/LE b{)'J' 1 r-FSI58 , rrG '37 c,c7>
STA30+29~14 OCEAN ST. FG=37.73 t.....i.
-
+ HO"RIZOOTAL-1"=5' ~ nr f-85-!i---+----------------------+---------------------~v"""'c.r,n.,,TI~n~L,;_;,-"='•-,S'--=-------------------1----;+•5=4•.'6'"'7,--------l---------"'=1FRE:N131H--:-----------._11:l)-_--------------
DRAIN
1--
----
----
,
. -
~,
3:1 I
LL
l W I-. ~ II x --o CJ w ~
a:: ~-~ o N 11 --c.. ±_ + -w--0 o ~
I -
20'
LL
-__,__
45' FG=37.60
1-w 25' Wt-'------------------------i ~
Pl STA=1+29.00
Pl ELEV=42.46
20'
<C _:z_o ~ w -o ill -0 1 ~~----+.,..---~-
--0 --nc:-VJ -_'St -I->-~ -\.:) a::_ --a::--£-@t-
,1_ p i.i U-~ (I)
+ ,.. '-·
~ ---1 __ ::I -.cc,.,._
8' VERTICAL
w CURVE -1= --~------
---:::i _ _ 11-----==---==--------'----=------==--==35=-·-oo_' ____ --Ff---==------==--------=--c:i
-_Cl ------_! 4' 4' 18.00'
LL _
0 -Wl,•----=-~t-o.• --'•-1----------------i,4---I-CJ
~ v , u:::i I.J. 0 N 11 ~ = 1--t!l---e ~ ·b::" + <.') j ct::-..----LL
u --> w f'). o r----c -.
--• l~
r<J II -rel ~ LL
<(0 LLO r<J .:-1. r-,... u~ .
l -i.1lN. r r= 47~2, I
u Pl STA=1+57.QO > ~ Pl ELEV=37.37 _w~
r,,,,,r, ' .. . --,. n 0 . S! 0 ~ Q 0 1..-r.• ._..r,. -1a.18z .,-. ,
-:;:. VJ II '":.i' a::: Cl
o · o I() ·r<J r1 ~ -~=t ~--~-If
I() II + CJ
b a
"'
___ JJH.tVE WKY Jf:AM-P PJJ._()_Ef--LE. Lt1 T _2_ -~ LL FrG=e-3'7.2,
---HORl~ONT-Alc 1 "=-5'
- -
----
. -
--
ST.A. JQ.+45,85 OCE;AN ST. ~
.,. !i"------------------------------------------------lllaR:il!C!"I.L'1'1 "°a,a!-"i"'---------------------------------"'-=-ffil,--8.N .Bt-<-,f----------,~ ... ,,.,_ _____________ _
DRAIN --45'
20'
1-w Pl STA=1+25.00
w , ____________ 25_' _________ __.. Pl ELEV=42. 75 ~ 8' VERTICAL
20'
rct--__ U_RB,-L_IN_E ____ ---,,-,-s---,· ~--------i' 'PROPERTY LINE
24" I 4-b I--' .. I O SIDEWALK 2%
1/2" RAD"-.,_ I~ 1" RAD\ ,1/~" RAD: -·-~ , ___ ,_ ----•-,--: _-. -
-----=:::,.: } ~ ; _ __.,_ ---· ;--.---~ • ~~, • ' • -_.,_ L.,., --~---• -t>c. • -/ ."" -• ------
.. . .
MODIFIED 4" G-2 CURB
---·~-----55~----+----~--i -s~~-----+I' ~ --___ __ga:::t=t"!~l-_--+-----__t:--:::==;_fi: __ H,,R,~.iF=-~l-----------------y,/,-----------------------~-5=i=5"----------------
-
-
.,..,, --
,.-·-
,. ,. . -
--
>-~-
-~-
> ___5_ c..
-{j I o ~ N --~ J --36.00' ~ g_ - -z _VJ__ - --->t--:::i. -
~--
1 -w 9a ~ <'/, ---~/:: ~ - - -. 4' 4' 18.00' Z ~~ C.. w-LL
___J
---' 0 -b:1-J.J... :::;;-U ifi O 1 -~ ----1"6~01)'
V , LL .....-,.. ~'-<0.>-----,,-1--,_-t----'-!-----~ w Z>-x -,,,, ;:>:wa:: u: u >-u·
--x ~,~-o~·~~LL ----,1---w<( . wol ~---~a:c§--='-$ a5 -~>-
w u-, 0 ill 1 !3.o:!-~ "<I-wz ~ 0 ;::::~ F 00 TI"" -N---0: ~-~ -0 ~ W -4:; 9 -11 ---t) (J.)_~_ ----.-LIJ 0 --._C,1 bi.a-0 --
oi r ~ 8 -~---f 6~--~--! iZiitii ~ ~ -~r1~-~~ -~
' LL ____ Q_~ •.f---1---__r---_L-
,, '1 ·,·/,r/ .'/i1,-I// -,
------
N 11 +~ ~ LL
5 -w--
-I() o rn -"3 ~
r<J II + CJ ~ LL
--19.2 1-,,,,,
ltfllJ!E W'A--Y R.4 ME_ERflJi'ILE LQ'E 3
' t-
45'
STA 30+89.52 OCEAN ST.
HQfllZQt-1.TAU " =-5'
VERTICAL 1" 5'
i-------------------.w~---------------------i Pl STA=1+29.0C
w 25' Pl ELEV=42.99
I-a::,--------------------------. 8'
,-
~f
V/////'/7///////////7///////////////////,1/,7//////////
--8:o·-VE:R1.·CtJRVE --g~ Pl STA=1+57.QO >
---'-> P J ELEY-3 7. 3-1 ~
LL _. '<I-st _s;1 "!
1-M O --: o I() ~ r--
VJ II O «> e -· = r<J a::-,nr<J -!°::: <DII
LLLL~ II I() II ~LL +c> + CJ
~ LL rrG=37.27
...J..
"-... .• _NCI!
DRAIN
.,, -
--
,. ,.
--
86
. .o. .., " l
, •
ENGINEER QF JCQRK
FIRM: AL TA CONSUL TAN TS
tJ8Z81
'R.c.~.
ADDRESS: 49 01 MORENA BLVD. # 409
SAN DIEGO, CA , 92117
TELEPHONE: (858) 581-6101
FAX #: (858) 581-6138
. /J,..,_ r , /:J -H 7 -ff-"7
ARTOLOME { PASTOR DA TE:
RCE 38606, EXP. 3/31/2009
20' VJ 20' 1------------i-,,========~=======~~-====--=-~=-----==-t-----t--v'E,,_f<TI,-..,,,v,~Lt---+----------------------------------------------------------
::;;; , ~F rn a::: , URVE --'U
1---c.., w z'="" "": r '"I-3600' )= _ z: --B --o-0 N ~ 1--,--' . ~ ~ 0 ~i1] -1 -;::.>--[5 ---· ~ 20.06' "
-HAS BUIL TH
1-a_ ~-"t.!YQ:'. ·o.. t!J □-I---LL ----al v
-_6(}'-------'9+1-~~c..l-+---------i.-'~_---ix~ ___ _,qa':j-. ;.-_j'~e=-------, ,, ·-.;-:t~e'-----~~i-i•·ul:!'·4 ~cn~-----,e-a:-+----f-----~--~;-._-___ +-----ol~========l·=="·=0=0=· ====~"-t---1--------+---_-_ _!03+--------~-1.,..§"~ "-----______ -____ --
~ .=: l Z>-W rn >w O:'.: == <C5 >, ~ ..---..,.., RCE __ _ EXP. ___ _ DATE
I x O x -;:c:--1:1:. z w-..: · <C-n:-~ ___, --v -~ m w -0
0 -w-<D w--~ 0 :::.;11 ~hi:!'.£-~--~ c..uJ~ ~* 0 ~-"'!-J_ois --0 ~---o 8-"-lv1 il't rr=4i.27 ---REVIEl-1ED BY,
_o:::_ -e----f'i ----E~~---,C..------,-~LW-"{. .0 _JI_ -e;:jJll..4 - -r---e --· N -o ~ ·,.j e N O ~ "///////////////////////////////////////////////////, '<I-• '<I-0 0 <C>a:: ~ C.. .<(I-<Xl t--. N'<I-~ ~ ~ 0 N 11 :.:: II 1-o I"! c..e-1----_ -1---w --<C1 EDlfJ-~+IN. -e-N-*11-1-u 1---'0-~ m~ "l ~ 8.o· VERT~ CURVE
<Xl <Xl ~ v, ---' 1"' \ ~ ~ ~~----'1-;i?N'f:t~ll,-_.;N~ll,--~r<J!h~ll,__ __________ ~_~,u-i~l --=-Tc~QT~~~:;=;~V----,--------~--4J~r~ __ 1 __ 1 ________________ 11_11_1 __ 1 __ T.==::;:;:';::l::;NS~P;E~C'.;T~□::::R:::;'.;;=;:::::::::::;:;::;::::::::::;:::::::::;:::;-'.D;:A;;;T:;;E;;;;:;-j
.Q _C)_~---Q_'_~~-L --=-'<I--\ -2.54-% ~ ' -~~ :':~i:5 ~!-LL ~LL ~LL ~ ~§~_ ~-p~is~tEJ+;J~_z°~Ri --~====~====~============================~~====~===~====~====:1SH~ETI crrNirNE~!NG~b~~~J?AD ISH~ISI
ALTA CONSULTANTS
PLANNING ENGINEERING SURVEYING
4901 Morena Blvd. St e. 409 San Diego, CA 92117 (858) 581-6101 Fax (858) 581 -6138
JOB NO. 257-05, DATED JULY 3 , 2007
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