HomeMy WebLinkAboutDWG 458-5A; MS 07-03; INGOLD SUBDIVISION; 01-03GRADING NOTES
(IN ADDITION TO TH£ RF:QU/RfMfNTS OF CHAPTER 15.16 OF TH£
CARLSBAD MUNICIPAL COD£.)
1. THIS PLAN SUPE:RSEDE:S ALL OTHER PLANS PRn'/OUSLY APPROVED BY TH£ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL Of THIS PLAN DOE:$ NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJSTED HEREON AS IHEY MAY
PERTAIN TO 71-1/S PROJECT. IHE ENGINEER IN RESPONSIBLE: CHARGE: SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS OOES NOT RELIEVE: THE: DE:VE:LOPER OR ENGINEE:R-OF-
WORK FROM RESPONSIBILJTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN RE:VISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF -WAY PERMIT FROM THE QTY ENGINEER 'MLL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR ro PERMIT ISSUANCE, A
C£RTIFICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE QTY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£
PERM/TT££'$ POLJCY IN THE: MINIMUM AMOUNT OF #1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRITING IHE PQLJCY MUST
HA VE: A RA TING OF •A-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLJSHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBL/C RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM
THE CITY AND OIHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER OOE:S NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BE:EN ISSUED.
8. NO Rf\1/SIONS 'MLL BE MADE TO THESE PLANS MTHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED MTHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF TH£ PLANS AND THE TITLE SHEET.
9. ORIGINAL DRA W1NGS SHALL BECOME THE PROPER TY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAW1NG SHALL BE Rn'ISED TO REFlECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£
QTY.
11. ACCESS FOR FIRE AND OTHER fMfRGENCY VE:HICLES SHALL BE MAINTAINED TO
JHE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE 'MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES. SHALL BE SUBMITTED BY A PROFE:SSJONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT _ WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR 'MTH/N TWO WORKING DA \'S OF 71-IE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE: TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS Rf QUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION 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 FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE MTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND 71-IE
• EARTHWORK SPECIFICATIONS • ATTACHED TO 71-IE PRE:L/MINARY SOILS
INVE:STIGA TION. DAILY FIELD COMPACTION Rf PORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PR£CONSTRUCT10N MEETING SHAil BE HEJD AT THE SITE PRIOR TD 1HE
BEG/NN/NG Of OORK AND SHAil BE ATTENDfD BY All REPRES£NTAUYES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER
ASPECTS Of 1HE IIDRK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CAWNG THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE:(5)
WORKING DA\'S PRIOR TO STARTING CONSTRUCTION. 71-IE CONTRACTOR WILL THEN BE
CONTACTED BY 71-IE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE:
PRECONSTRUCTION MEETING. APPROVED DRA'MNGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL 8£ PR0\1/0ED BY THE PRO.ECT INSPECTOR AT THE MEETING.
15. Al I INSfECTION REQUESTS OTHER THAN fQR PRECONSTRUCTION MEETING \W.L BE
MAOf BY GAIi iNG Ilif ENGINEER/NG 24-Hll(IR fNSPfCUQN REQl./fST l /Nf AT
(76Ql 4,38-3891. lNS&CDON REQUEST MUST BE RECEIVED PRIOR TO 2; 00 eM,
ON "THE DAY BEFORE 71-IE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERMS£. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA \'S LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\1/CES. INCLUDING
SHORING, AND SHALL BE SOLE1. Y RESPONSIBLE: FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LA80R CODE SECTION 6705 BY SU8MlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PR0\1/SIONS TO 8£ MADE
OF WORKEP PROTECTION FROM 11-IE HAZARD OF CA \JING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEE:T (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF lliE PLAN VARIES FROM 1HE SHORING S}'.'SID,f
STANDARDS ESTABLJSHEQ BY THE CONSTRUCTION SAFETY ORD£RS, nTLE B
CALIFORNIA ADM/NISTRA UYE CODE". THE Pt.AN SHALL BE PREPARED BY A
l?EGISTfRED ENGINEER AT THE CONTRACTORS EX&NSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS 8££N
OBTAINED FROM THE QTY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF 71-IE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURC(S ARE DISCOVERED MTHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA110NS 00,L CEASE IMMEDIATRY: AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL TH£ PfRMITTEE HAS RECEIVED WR/m:N AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS.
EARTHMOVING fQUIPMfNT, CONSTRUCTION EQUIPMENT AND ANY 071-IER ASSOCfA TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PER/00 BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EAR11-IM0\11NG OR GRADING
OPERATIONS SHALL 8E CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDA \'S IS AVAILABLE: AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO lliE
CITY VIG/NEER FOR APPROVAL TWO FULL WORKING DA \'S PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSJTED AT, A SITE APPROVED BY TH£ CITY ENGINEER. 1HE CONJRACTOR
SHALL BE RfSJ>QNSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG 1HE HAUL
ROUTES OR ADJACENT S1REETS AS A RESULT Of 11-1£ GRADING OPERAnON.
2J. 8RUSH SHALL BE REMOVED ONLY 'MTHIN TH£ AREA TO 8E GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECJFICALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 111£ PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE: A
MINIMUM ONE PERCENT SLOPE.
25. JHESE PLANS ARE SUB.ECT TO A SIGNED AND APPROVED SET OF £ROS/ON
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PRO.£CT INSPECTOR.
28. ALL SLOPES SHALL Bf TRIMMED TO A FINISH GRADE: TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR 011-IER DEBRIS SHALL 8£ RE:MOVE:D
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY VJG/NfER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR H'rOROSEEDED
MTHIN TEN (10) DA \'S 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 71-IE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO.==----• AND/OR AS DIRECTED BY THE CITY
£NG/NEER OR PLANNING DIRECTOR.
29. 71-IE OWNER/APPLICANT SHALL INSURE 11-IAT ALL CONTRACTORS SHALL COORD/NA TE
THE WORK OF THESE GRADING PLANS MTH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE: IMPROVE:MENT PLANS AS REQUIRED FOR 71-IIS
WORK IN ACCORDANCE MTH 71-IE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Wl111 A MINIMUM
D-LOAD OF 1,350, FOR PRIVATE STORM DRAIN PIPES. UP TO 15' PVC MAY BE
UTILIZED PR0\11DED DEPIH IS LESS THAN 15 FEET ANO BACKFILLED WIIH J/4'
ROCK PER SDRSD S-4 11PE •c• AND PIPE MEETS AS™ STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE: IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE RfMOVE:D MTHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED v.111-1 PROPERLY COMPACTED SOILS. IN 071-IER
AREAS THE PIPE MLL BE PLUGGED MTH CONCRETE OR REMOVED AS APPROVED BY
11-1£ CJ TY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE: GROUND AND UNDER GROUND J 'MTHIN 71-IE PROJECT SITE SUffiClfNTL y
AHEAD OF GRADING TO Pf RMI T THE RE\11S/ON OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT MTH THE PROPOSED
WORK.
JJ. 11-IE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DA \'S PRIOR TO STARTING GRADING NEAR 71-1£/R
FACIIJTIE:5 AND SHALL COORDINATE TH£ WORK MTH A COMPANY REPRESENTATIVE:.
UNDERGROUND SERVICE ALERT 800!422-41JJ
SDG&<E 800 660-7J4J
PACIFIC 8E1.L 800 892-012J
TIME WARNER CABLE 760 4J8-7741
COX COMMUN/CATIONS 760 806-9809
CITY OF CARLSBAD(STREETS &-STORM DRAIN) 760 4J4-2980
"aTY OF CARLSBAO(SEWER, WATER &-RECLAIMED WATER) 760 4.38-2722
'SAN DIEGUITO WATER DISTRICT 760 8JJ-2650
'LEUCADIA WASTEWATER DISTRICT 760 75J-0155
"IALLECITOS WATER DISTRICT 760 744-0460
'OI.JVENHAIN WA T£R DISTRICT 760 75J-6466
'BUENA SANITATION DISTRICT 760 728-IJ40
*AS APPROPRIATE
J4. PERMIT COMPLIANCE REQUIRE:ME:NTS:
A. FOR CONTROLLED GRAD/t;f -IHE APPLJCANT HIRES A C/\1/L ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE: TECHNICAL AD\1/CE,
OBSERVE: AND CONTROL 11-IE WORK IN PROGRESS {15,18.120 A.BJ
CARLSBAD MUNICJPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 1-fA THE
PRO.£CT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DE:PARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAQTIES. A STATEMENT AS TO
THE EXPANSIVE: QUALITY OF THE SOil. AND SUMMARIES OF
FIELD AND LABORATORY TESTS. 71-IE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS OONE IN ACCORDANCE 'MTH THE RfQUIREMfNTS AND
RECOMMENDATIONS OU11JNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT v.111-1 AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PRO.£CT IS ISSUED 'MTHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIREb
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT TITLED r\A)'I fl.. PROPERTY RESIDENTIAL LOT SPLIT,
PREPARED BY GEO TECHNICAL EXPLORATION, DA TED
JJNE 25. 2007, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE MTH 11-IE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
J7. IN ACCORDANCE: 'M1H THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE
DOWNSTREAM, STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
WATER NOTES
1. WATER &-RfCYCl..fD WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE MTH THE "CfTY OF CARLSBAD ENGINEERING STANDARDS' (LA TEST
EDITION) VOLUMES 2 &-J.
2. 71-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE Dl\1/SION
OF INDUSTRIAL SAFETY BEFORE ANY fXCAVA TION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PR0\1/SIONS OF TH£ STATE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL VE:S ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY 71-iE Cll"r OF' CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILJTY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DA \'S BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, 1EL£PHONE N0.(760) 4.38-.3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PR0\11DED -TELEPHONE NO. (760)4J8-J891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE: EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL 8£ REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM JHE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST Rf PORT AND DEMONSTRATES 11-IA T PROTECTION CAN BE PERFORMED IN
AN0111£R MANNER, 71-IE DISTRICT £NG/NEER WILL CONSIDER AN ALTERNATIVE:
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND 11PE OF MATERIALS OF
TH£ FIRE LINE LOCATED BETWEEN 71-IE DETECTOR CHECK VAL VE: ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE 1• AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERMS£ NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17' X JO' X 12' POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING 8ETWEEN POTA8LE WATER LATERALS AND SEWER SER\11CES SHALL
BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL 8£ flUSH 'M1H THE FINISHED SURFACE
GRADE:.
1J. CONSTRUCTION OF WATER MAINS AND RfCYCl..fD WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SfPARA TION OF WATER MAINS AND SANITARY SEWERS"
PUBLJSHED 8Y THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DUUCTION COUPLING AT A PIPE JOINT MAY BE PERMITTED . BY 71-IE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PfR
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "\11NYI.-IRON' H.D. FOR
C900.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE MTH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS. CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCE.$, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND IHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST
EDITION (GREEN BOOK).
2. 71-1£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PR0\1/SIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J, BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING S\'STEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER ANO SUPERINTENDENT.
4. 8EFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL 8E REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG
INSPECTION 48 HOURS PRIOR TO THE: BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 4J8-J89I)
"DECLARATION OF RESPONSIBLE CHARGE"
I HERE8Y DECLARE THAT I AM IHE ENGINEER OF WORK FOR THIS PRO.ECT, THAT I
HA VE: EXERCISED RESPONSIBLE CHARGE OVER THE: DESIGN OF THE PRO.£CT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE:, AND THAT 11-IE DESIGN IS
CONSISTENT MTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS 8Y 11-IE
CfTY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PRO.ECT DESIGN.
FIRM: IND\ VI ()v,M..
ADDRESS: !:>5'1,0 61.-~ Qll.lVE
CITY, STA TE: CAJtkS~ 1 f4.
TELEPHONE: ['74') 6&\-S'ff8
BY: <:flZEE:,:;; ~ D • ,-..,A-'(ElL DA TE: 2 -~ -"I
(NAME OF ENGINEER)
R.C.E. NO.: 'i!>5o"'1'3
REGISTRATION EXP/RATION DA TE: ___,tj,,...{,_,"Jccor/«'-'o"--___ _
SOILS ENGINEER'S CERTIFICATE
I, JJI-/M~ A. CJ.-,eeos • A REGISTE:RED (CIVIL/
GEO TECHNICAL) ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MAD£ BY ME OR UNDER MY DIRECTION 8£TWEEN THE DATES OF .J ,.Ji'J i:.-7 , 20 O "1 AND .)VNI!, zr , 20~. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS S1VDY,-v-.(/H MY
RECOMMENDATIONS, HAS BE:EN SUBMITTED TO TH£ OFFICE OF THE CITY
· fNGINEfR. ~ ~~CfEss,o;, ~NE:D, 73
fc§ ( ~5 ~ I ?_~ , {, A TE: £:--..fa '] • Z-" a, ') , ~ .. ·· . . . ''" ~--~· ~. <" •. G.£. P.£. NO.: 0 ]
1"> ,-"t o: ~· • 0 /.30,.,.,,. • 8 1 No OC20U7 c ;.,":; IJCENSf fXPIRA TION DA TE: ~/~_..c..c.,'fic..""~L--
\"" \ ;,p ,t:idoi J,,'
\~ \?,) .. ,~~ , . .,,,,. ~?Eu,_--,/~;. \,; l'/"' .C,..,' '. <',<'·
"' CF CM-11 ' . -,~ -··· OWNER'S CERTIFICATE
1-A, ~JL 2-'-<J /Jr1@J&{)!;.olrl-cl-lR-':l ~J1-oi0-il---,\,"'--,W-=t.1""~!',-,'=T"----:O'"'A,...:r""'a:=-""'MA-~"'"'""1"""t:,,."-=""'V1""1t,,..-1 ~ DATE!.
BENCH MARK
DESCRIPTION: SPIKE /N ANCHOR POLE
LOCATION: AT THE SOUTHEAST CORNER Of HttlSIDf ORl\if AND
HQOYfR SIRfET
RECORDED: FEBR/JARY 8, 2002
El.EVA TION: 166 397 FEET DA TUM: NG)A) 29
REFERENCE DRAWINGS
IMPROVEMENT PLAN# J/35-7
PARCEL MAP 1077~
P ARCE1. MAP 16177
EARTHWORK QUANTITIES
CUT: 1042 CY
FILL: JJ6 CY
IMPORT: 0 CY
EXPORT: 706 CY
REMEDIAL: 929 CY
~?!lfESSt~ ~ 4'h ~ /;; -~;i !?.
,-\ L...-.1 I No. 75 ~ EXP, 5/10 * c, ~~
~cy, CAI.I ~
,./ -
GRADING PLAN FOR
INGOLD SUBDIVISION
MS07-03
LEGAL DESCRIPTION:
THAT PORT10N OF LOT 14 IN BLOCK "G" OF BELLA l-1STA, IN TH£
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED IN TH£
OFF7C£ OF TH£ COUNTY R£CORD£R OF SAN DIEGO COUNTY,
MARCH 7, 1929
OWNERS/DEVELOPERS:
RICHARD AND KIMLIEN BLAKLEY
30266 AV BON Cl/MAT COURT
BONSALL, CA 92003
(760) 525-8187
GREG AND MARY MA YER
5540 El. ARBO£ DRIVE:
CARLSBAD. CA 92008
(760) 889-8998
JOSH AND MARITA JESSICA WRIGHT
2365 FIR£ MOUNTAIN DRIVE:
OCEANSIDE, CA 92054
(760) 310-3039
CIVIL WNGINEER;
GREGORY D. MA 'rE:R
2234 IVY ROAD
OCEANSIDE, CA 92054
(760) 889-8998
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 71-IE"SE PLANS WAS GENERA TED BY FIELD
SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 2007
DA VE: .xlLL Y SURVE:t1NG
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PRO.ECT IS lOCA TED MTHIN ASSESSORS PARCEL NUMBER(S)
207-022-04-00
THE: CALIFORNIA COORDINATE INDEX OF THIS PRO.ECT IS:
N J62, E 1670
FIRE NOTE
ANY STRUCTURE DESIGNED AND CONSTRUCTED FOR HABITATION
ON PARCEL 2 SHALL BE PR0\1/DED 'MTH AN AUTOMATIC
FIRE SPRINKLER S\'STEM (1JO)
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACIUTIE:S. £ROS/ON CONTROL FACIUTIE:S, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL 8E PERFORMED IN ACCORDANCE MTH 71-IE FOLLOMNG
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLS8AD ENGINEER/NG STANDARDS
J. 71-1/S SET OF PLANS
4. M.S. NO. 07-0J APPROVAL LETTER DA TED APRIL 29, 2008
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
800K).
6. SOILS REPORT AND RECOMMENDATIONS 8Y GEO TECHNICAL EXPLORATION
DA TED JUNE 2$, 2007
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
71-IE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVE:LOPMEN T PERM/ T CONDITIONS
DA TED --''1/-8--------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _N.._,t=A~-----
10. STORM WATER POLLUTION PRE:VE:NTION TIER II PLAN PREPARED
BY GREGORY MAYER DATED JULY 20. 2008
WID NO. N/A
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
12. DRAINAGE STUDY PREPARED BY GREGORY MAYER
DATED SEPTEMBE:R 4, 2008
PACIFIC
OCEAN
CITY or VISTA
Y/CINITY NAP
NO SC4LE NOT TO
SCALE
P~~ING DEPARTMENT APPROVAL II AS BUILT"
~EXP,W0 /Jo
~ ~ DATB:2µ/:FI /,;i.-~/-9 (SIGIIBD)
PLANNING DIRECTOR
~ ~-~ DATE ,-
DA.TB: a/a-'l/04
R/W~
(SIGND]
RECOllll!NDEII BY: ))o, .J \-\ a.\ v ~ R.:!> 0 IV 1z./21 lo,z
(l'RlliT NAIii] INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
£NGIN£ERING DEPARTMENT
GRADING PLANS FOR:
INGOLD SUBDIVISION
nn c-suE,T i
A:,,UA ~AUSER APPROVED( J/$Jo9 CAW~UNICIPAL WATER DISTRICT I
PE 33081 EXPIRES 6/J0/10 '
"J./s/o,; . -DEPUTY aTY ENGINEER DATE 11,.1( l'1 ~ /1',. AS -Bult--'T D\lvN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ DAVID A. HAUSER DATE REVISION DESCRIPTION MS07-03 458-5A DEPUTY OTY ENGINEER R.C.E.33081 EXP.6/30/10 ENGINEER OF WORK OTHER APPROVAL CllY APPROVAL RVWD BY: '
/
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ll/65 J) f fil/F AC
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-· .... _: 4 ... : --"" ....
. :·. ·., ·:
SECTION 8-8
NOTTO SCALE
---------~ -......,.--EXJSTlNG GROUND
SECTION A-A
VERTlCAL SCALE· !" 10'
HORIZONTAL SCALE: !" 10'
----
---------
----,1,0'------t
@B HEAD WALL DETAIL
NOTTO SCALE
llf55
at~
ll.135
.---J.o•~· _ ____,
IZIIJ"I
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ENGINEER Of" WORK
/1\ A~--~LJ\1 ... 1
SHEET 2 OF 3
EAST HEST
f'.ll•-------=--------,----ill
34•
2:t
' :.-... ,. . ' . :. :..:.,..l:.~:-:i.,:~~-~"....::.:·~--".:;;.;.':.;_· . ..:..:.:: .. ,' :]
TtPICAl STR£ET SECTKl(
PARK ORM
NOSCALI
EAST HEST
/lt-----------21L' -------Ill
28' 28'
EAST
ll
JO'
18' t8'
TrP!CAL STR££T S(CllQN
J4A(ES DRIVE {SOlllH}
NO SCAlC
•
20' 20'
TrPICAL STREET S(C[l(I{
J4A(ES DRIVE (NoRTH J
NOSCAU
HEST
JO' ,o·
55' ,1,5•
@ EARTHEN SWALE DETAIL 1 1-----------
NOT TO SCALE
HAS BUIL TH ~rJ~ i • ~5 ; ./4/ti, IJ-/J/7 *-'\ . ~,o * -~"-CIVIi. ~'t-
EXP.~/Jo •-~ CALI~ RCES5D7S DATE ~z ~I-= /l-B,1/41 I DATE INSPECTOR
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
INGOLD SUBDIVISION
l)fCTAII c-4ri::T
APPROVED: DA~ ~ER -:Jl,s-J:.,
DEPUlY CllY ENGINEER PE 33081 EXPIRES 6/30/10 • DATE
DATE INITIAL DATE INITIAL DWN BY:~ PROJECT NO. DRAWING NO.
CHKD BY: D A. MS07-03 458-5A REVISION DESCRIPTION 011-!ER APPROVAL CllY APPROVAL RVWD BY: <alt'I?
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P1\ CEL 1
P.M. NC). 1077f.
4117 PARK DR.
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4157 PARK DR.
' EXIST!N61 RRE
HiVRANf
• EXISTING IJT/Urr
PARK DRIVE
PEN 01/f./. ./ 1$J...2
P,\RCEL 1
P.M. NO. 16177
19
f'.ARCEL 2
P.M. NO. 1t3177
4161 PARK OR.
•
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4165 PARK OR. SCALE: 1 • = 20
.1,~;:._-5' c.o.E. Fi PRIVATE vnurr .f.lAI"C .. E'l •> .t ORA/NA PtJRPf}SfS --" , -·' "
'!fll'7TING T / dxfl,o/'1Jl1S'P. °NI. NO. 16 1 7 7
OATEO PR oa-i
EXISTIN(; 5' Sl()(WAIJ<
EXISTING 5' SIOEWAIJ<
20
--
SHEET 3 OF 3
CONSTRUCTION NOTES;
(!) 21' Ila' ORII-CWAY TO 8£ CONSTRIJCTEO (£ 6' PCC OVEH 6"
CLASS H BASE PER SORSO G-UA
(]) CONSTRIJCT 25 l.F. (£ 6' TYPE G CIJR8 ANO WTTEH OVEH 6' CLASS H
BASE PER SORSO G-2
Q) CONSll?f/CT 25 l.F. (£ 5' llfO£ CCINTlGIJO()S Sl()(WAIJ< OVER 6' CLASS H
BASE PER SORSO G-1 .t 0-11
(J) EX/STIN(; 0/iYfCWA Y TO 8£ R/J,/()V£0 ANO REPLACED llfTH
6' ClJR8, WTTEH ,t Sll)£WAlK
@ CONSll?f/CT Ct/RB 0//TlET PER SORSO 0-25
@ CONSll?f/CT S/OEWAlK /JNOERORAIN PER SORSO 0-21
INSTALL 1• TO J' REO/JClH .t J"XJ' WIC 8£HINO f'RC¥"0SEO S/OEWAlK, C/JRB ,t WTTEH
(l) CONSTRIJCT -1• Pve ORAIN PIP£
@ CONSTRIJCT 6' PVC ORAIN PIP£
(l) CONSTRIJCT 8' PVC ORAIN PIP£
(b CONSTRIJCT -1• AREA ORAIN
If]) CONSTRIJCT 6" AR£4 ORAIN
@ CONSTRIJCT TYPE 8 BROW 0/TCH PEN SORSO 0-75
@ CONSTRIJCT TYPE A BROW DITCH PER SORSO 0-75
@ CONSTRIJC T TYPE 1 1,100/FIEO RIP RAP ENERGY 0/SS/PA TOR ,t HE.40 WALL
PER SORSO O-IO /JS£ llf1Hf 8ACK/NC(5/b ROCK): T=Q6; O=.JJ;
{SEE OETA/l 18 al SHEfT 2
WAT.ER NOTES
q} CONSTRI/CT 1• COPPER WATER SER"1CE llflH 5/8" METER PER arr STD. 11'-,t lOCATEO If.fl' NORTH (y: SfJJTH PRrF£RTY LINE
TRENCHING ANO BACKF/ll PER CNIIO STD. ONG 11'-J ,t 0-21
~ EXISTING WATER S£R"1CE TO RE/,fA/N PROTECT IN Pf.ACE
SEWER NOTES
(§J CONNECT TO THE EX/STIN(; SEl'CH I.A TERA£ al JAl,IES ORII£
(J EXISTING SEHCR I.A TERAl TO REMAIN PROTECT IN Pf.ACE
0 fXWSTRI/CT ,,. PVC SOEH t.ATERAL PER arr STD. S-1 lRENCH/NG ANO BAa<FII.L PER CARI.SBAO arr STD. ONG S-5 ,t 0-21
MAINTAIN 5' MIN COVEH AT PROPER TY LINE.
EXISTING EASEMENTS;
[I] PR/VA TE EASEMENT FOR fXWSTT?I.ICT/ON CF PIJ8IJC ROAO .t INCIOENTAl
PIJRPOSES PER OOC /1999-0639115 TO REMAIN
11) PR/VA lF EASEMENT FOR CRAO/NG ANO THE CONSlRIJClJON CF Sl.(Y'ES
,t INCIO£NTAL PURPOSES PER OOC /2()00-0260426 TO RO.IAIN
U) EASEJ.IENT FCI? PIIBI.JC SlREF:T .t P(J8[JC IJTH.lrr
PIJRPOSES Pf!? OOC /2(JOO-OJ76.J29 TO RE/,fA/N
DESCRIPTION
24' WIDE DRMWAY
6" CURB AND CUTTE:R
5' WIOC SIDEWALK
CURB OUllET
SIDE'WALK UND£RDRAIN
Q_ROW DITCH TYPE B
(PRIVATE)
PVC D8,4/N PIP£ {PRIVATE)
t• WAll'R S£RVIC£
4• SEWER LATERAL
AC ORII-CWAY
S//80/WS/ON BO/JNOARY
LOT LINE
EXISTlNG CONTO/JRS
EXISTlNG WATER MAIN
EXIS!W(; WATEH METER
EXIS!W(; RR£ HYDRANT
EX/S!W(; /JT/Urr PCf.E
EXISTlNG MANHa.E
EXISTlNG SEYER LINE
EXISTING -I• SEHCR I.A TERA£
EXISTlNG CHA/NI.INK FENCE
EX/S!W(; SlREF:T WHT
SETBACK l/NE
f1/ll/R£ Fot/NOA 1/0N WALLS
'!f ?Af/,,NfR!fiLLPfRAIT)
EXISTlNG lR£F:
EARTHEN SWALE
PROPOSED 2: 1 Sl.(Y'ES
PROPOSED PVC AR£4 ORAIN
PROPOSElJ CONTOURS
CIJT-flll LINE
EXISTIN(; P. C. C.
RIP RAP
TRENCHING ANO BACKF/lL
EARTHEN HATCH
~ No-r~: ~,...J(i\1.-~ f'AA11.,'1' »av~ VNDE~
ta,,1~ct1ot--\ 01-.1 P~e. L l\{o . 4 AT Ti M..E:
t,F NJ.-~\JIL.""\. AU.. ~'DIN<h h-\!) Dll>IHl'C-€
~l~Te1:::> 'N ITH-:PA~\.. t-lo. 4 )!:,''No, J,..
PA\2:f'' PP -nt,~ f\.."-N, 1-,11-nt ~ e)(.::::ef'TlCI.\
4 j\\e: H~I)-\ ~.D12Nt-l UN-E ,6..~ ~
;-o1.1T,\t -e-ou.lD.1.p.'( eit= -6-ND ~I..-.
LEGEND
DWG.NO.
SDRSO C-1-IA
SDRSD C-2
SDRSO C-7
SORSO 0-25
SDRSD D-21
SDRSO 0-75
SCHEDULE 40
C/Tt STD. W-,J
C/Tt STD. S-7
SYMBOL
--@
--®
H / I
QUANTITY
480 S.F.
25 LF.
2-10 S.F.
2 £.A.
2 £.A.
91 l.F.
48.J l.F.
1 £.A.
1 £.A.
56-1 S.F.
----If.----
Clrt STD. C-2-1
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™ Vl/11
[ll"'B
12 S.F.
230 S.F.
DATE
DATE
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1---+--+-----------------t---t---t---t---i GRADING PLANS FOR:
INGOLD SUBDIVISION
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'Z-1 ¼i!&J r-.SD, \~ e:Dr:,g{'IIF~''-APPROVED: DA'fl9 A.Afif\U$tR .., ~/co,
2 I ~~ ~~ 'tl"'-1..l. .IVS~ To D • / N.., > /~_
Z. I -."'T-t' D ~ IATE:dL ~ 'i'~ TIit DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DATE
f. I Ale-~l. z OWN BY: PROJECT NO. DRAWING NO. DA INITIAL DATE INlllAL DATE INITIAL CHKD BY: DE,.;
ENGINEER Of' WORK REVISION DESCRIPTION OlliER APPROVAL CllY APPROVAL RVWD BY: hYP MS07-03 458-5A
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