2003-7938 G (Plans) GRADW N TS
A. GENERAL D. LANDSCAPING MOIROSEED LEMV STANDARD S1' m
1. ALL NURK SHALL BE DONE M ACCORDANCE' N11H THESE PCANS RE STANDARD
SPECIFlCA 71ONS FOR PUBIC WORKS CONSTRUCTION, THE MM CONSWC71ON 1. ALL SLOPES SHALL BE PLANTED AND MRRIGA IED IN ACCORDANCE N 7H PLANS APPROVED
1. HYDROSEHING SHALL BE APPLIED 10 ALL SLIMS IHAT ARE GRADED 6.1 (HORIZONTAL 70 PROPERTY BOUNDARY
GRASS -LIED SWALE WASS OR nW LIVED STANDARDS Old of CITY Of am ms Am Tw so aso AREA RE"A1 STANDARD BY THE CITY EKINEER PLANS SHALL CONFORM TO TIE
CITY OIL ENCINITAS GRADING VERTICAL) OR STEEPER WHEN THEY ARE
S7WN PAID? QUALITY OVER LANDLOK TURF DRAWINGS ANY CHANGES OR REVISIONS THERE FROM SMALL BE APPROVED BY THE CITY O ONANCE AND ALL ADOPTED LANDSCAPE AND
IRR/GAnOV STANDARDS
CONTROL CHANNEL ENGINEER PRIOR TO ANY REQUEST FOR MNSPECnOIL EXISTING CONTOUR
REINFO�IENT 2 f1NI5TH GRADING AND PUNTING SHALL BE r�GOgMPUS1IED AN ALL SLOPES PRIOR? 70 A, THRILL FEET OR MOR IN HEIGHT IN
FlLL AREA
RNAL 6RAOE 2 7HE SOILS REPORT 17M GE07FOWCAL AYVES17GANN NAGY RE30frn� Zon7 aWORD OCT�JM 1 OR MIAI£DIATaY UPON COMPLETION OF ANY SORES �'RADEi� �1iiEEN
QCTt7�R B 5 FEET O? MOPE 1Nl WC14T AV CUT ARFAA UNlES�S SLOPE l� 1110E S�1B,ECT � ER0�0�1
25, 1 PER PLAN AVEN7JL, CARDIFF - LIY- -THE, CALIFORNIA, PIRD BY AAIED/CAN G£OTEA>iMIICAL, DATED -
AND APRIL 15 DUE TO THE EROSION RESISTANT CHARACTER OF IHE MATERIAL AS APPROVED BY 1HE CITY
RAVE 4 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING PUN! ALL GRADING DOGNEEl4 EXISTING ELEVATION
ANCHOR 9 SHALL BE DONE IN ACCORDANCE NTH THE RECANMENDA 71ONS AND SPECIF1CA WNS E EROSION CONTROL
=1 I I I I =1 I I CONTAINED IN SAID REPORT. 2 IRRIGAnpV SHALL MAINTAIN TIE M0SIURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
_ J APPROVAL OF THIS PLAN DOES NOT CONS7T7UIE APPROVAL OF 9� LOCA 71 NV AND TYPE NEAR COWOUR
6' OF DRAINAGE FACTUAL$ NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -RAYS SEPARATE 1. IN CASE EMERGENCY MURK IS REQUIRED, CONTACT SIEVE J71VE (760-
473 -7819 24 HOURS FOR 7HE GROWTH O F THE HYDROSEEDEO GROWTH
=I I =I I MTV I = = 1 I � ('
APPROVALS AND PERMITS FOUR 1HE5f SHALL REQUIRED IN CON�IHMCTIpV WITH TIMES EQ IPMENT AND Nt7RKERS FAR EMERGENCY WORK SHALL BE MADE AViUUSE AT ALL
A
A P ROV ALS PLANS TIMES DURING TIE RAINY SEASON. ALL NECESSARY MA 7ERIALS SHALL BE STOMPILID ON I HYDROSEEDIHG MIX SMALL CONSIST
OF ALL THE FOLLOWING: VIER ELENA TON 3✓
= J" — 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - 97F GRADING. SIZE AT CON VEIWENT LOCATIONS TO fACKITAIF RAPED CONS ITRICTIAN OF 1EMPARARY
NOTES III ' I I i I II I I I i I I I I =III' S CON7RAC70R SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT D�EVIES NHEN RAIN IS
EMINENT. L SEED MIX SHALL CONSIST O' NO LESS THAN:
3 DEVICES SHOWN ON PLANS 91ALL NOT BE MOVFD OR MODIFIED N MOUT THE APPROVAL DAYLIGHT LIME
1. PLACE 3 ANCHORS PER SQUARE YARD OF MA7ERIAL ADJACENT PROPER7ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED OF TIE ENGINEERING INSPECTOR A.
20 LBS PER ACRE OF ROSE CLOVER
2 FOR GRASS OR TURF, INSTALL LANDLOK TRIM 450 SHALL BE REPLACED OR REPAIRED 70 C"71ON EXISTING PRIOR 70 GRADING 4. THE COINTTACTOR SHAM RESTORE
ALL EROSION CO N7ROL DEVICES 70 WORKING ORDER B 20 LBS PER ACRE OF ZARRO FESCUE
TURF REINFORCEMENT MA T. 6. THE DEVELOPER SHALL BE RESPONSIBLE THA T ANY MONUMENT OR BENCH MARK *#CH IS 70 THE SA TIS"ACTION OF TIE CITY EIVGNEER AFTER
EACH RUN -OFF PRODUCNG RAINFALL G 3 LBS PER ACRE OF E SCHOOL CIA CAUFONRICA SA NC,UT LINE -4- --F- -4- -4- DISXWSED OR DESTROYED 91ALL BE RE- ESTABUSED
AND REPLACED BY A REGISTERED I IHE CON 7RAC7OR SHALL INSTALL ADDITIONAL EROSION CON7Ra MEASURES AS MAY BE D. 4 LBS PER ACRE OF ACIHII.EA MILLEFOJA
GRASS -LINED SWALE CIVIL 04 O N EER OR A LICENSED LAND SURVEYOR REQUIRED BY THE CITY ENGINEER DUE Tn UNCOMPLETED GRADING OPERA 71ON OR E 3 LBS
PER ACRE OF ALYSSUM (CARPET OF SNOT �
A Z THE CONIRAC77R SHALL DESIGN. CONSIRUCT AND MAINTAIN ALL SAFET Y DEVICES, LWORESEETN CIRCUMSTANCES NHK3H MAY ARISE f. 117
LB. PER ACRE OF M0?PHaECA BLADED SWALE
N. TS INCLUDING SHARING, AND SHALL BE RESPONSIBLE FAR CONFORMING M ALL LOCAL, STATE S THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS 70 A ITEMS G A E, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS NEW THE
AND FEDERAL SAFETY AND HEAL IN STANDARDS; LAWS AND REGULATIONS PREVENT PUBLIC 1RESPASS ONTO AREAS WHEN IMPOUNDED WATERS CIREAIE A HAZARDOUS AREA
BEING HYDROSEEDED IS NOT VISIBLE FROM EITIHER A PUBLIC S7REET OR RESIDENTIAL
8 GRADING AND EQUMPMEINT OPERATING WTMN OWE -HALF (112) MILE OF A S7RUCTLA4E FOR CONDITION. STRUCTURES o
0
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5-30 P.M. AND 7.30 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE H. ITEM A OF INS SUBSECTION MUST BE INOCULATED NTH A NTROGDV FIXING BACTERIA AND CONCRETE HARDSCAPE .
A.AL NOR GIN SA nmA m SUNDA YS AND CITY RECOGNIZED HaIDA YS INCORPORATED HEREON. APPLIED DRY ET 1HER BY DRILLING OIR BROADCASTING BEFORE
HVDROSEEDING
I NO GRADING OPERA 110NS SHALL COMMMEINCE UNIX A PRE - GRADING MEETING HAS BEEN a GRADED AREAS AROUND THE PROJECT PER1ME7ER MUST DRAIN A W AY FROM
111E FACE OF L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE J EISI7T IN UNOPENED CONTAINERS
HELD aG7E NI7H THE FaLOMING PEOPLE PRESENT a7Y INSPECTOR, CIVIL ENGNEEIT SLOPE AT THE CONCLUSION OF EACH PORK DAY. NTH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTFICATION TAG NEW 6' PVC STWM DRAIN PIPE SDR 35 �'
SMS ENGNER GRADING CONTRACTOR AND PEWTTEE 1HE PRE -GRADE MEETING SHALL 9. ALL REMOVABLE PRO7ECMf DE VICES SHONN SHALL BE IN PLACE AT 7HE END OF EACH
ATTACHED 70, OR PRINTED ON SAID CONTAINERS
12' 12' BE safDULFD w 7H THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -277a WUR M DAY WHEN THE FIVE (5) DAY RAIN PROBABIJTY FORECAST
EXCEEDS FORTY d NON- PHYTO- -TOXIC NE777NG AGENTS MAY BE ADDED TO 1W HYDROSEID SLURRY AT 1NE
f0. PRIOR TO HAULING DIRT OR C✓ONSIRUCRW MA7ENALS TO ANY PROPOSED PERCENT (402) SLT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
DISCRE71ON OF THE CON7RAC70R
CONSTRUCTION 37E NIIFMN HMS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 10. SHOULD GEIWA 77ON OF HYDROSEEDED SLOPES FAL TO PROVIDE EFFECTIVE COVERAGE
NEW 12712' CATCH BASIN BY $ROOKS' —
APPROVAL FROM THE CITY DOCILE? FAR THE PROPOSED HAUL ROUTE THE DEVELOPER OF GRADED SLOPES (90X COVERAGE) PRIOR 70 NOVEMIBER 14 111E SLOPES SHALL BE
2 TYPE 1 MULCH APPLIED AT 1HE RATE OF NO LESS MAN 2000 LOS PER ACRE TYPE 6 MULCH
SHALL COMPLY NIIN ALL COVOnONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
GRASS-LINED SHALL N/nH Pl/1VCHID S1RAw MHSTALLm IN ACCORDANCE MI1H SECTION 33023 OF THE (S7RA11) MAY BE SUIBSTITUIID, ALL OR PART,
FOR HYDRAULICALLY APPLIED FIBER MATERIAL
SWALE NITH REGARDS M TIE HAULING OPERATION. EROSION AND SEDIMENT COMIIRCL HANDBOOK OF 7HE STALE OF CAUFOKNIA DEPARTMENT OF NOV S7RAW
IS USED IT MUST BE AN0 70 7HE SLOPE BY MECHANICALLY PUNCIING NO NEW 6' DIA ATRR NI GRATE BY ADS'
— --A'� —
I L UPON FINAL COM PLE" OF THE NURK LINADER 1HE GRADING PERMIT BUT PRIOR TO FINAL CONHS7=RVA 710N. LESS THAT 50% OF THE S7RA W INTO
7HE SON.
GRADING APPROVAL A VD /AR FINAL RELEASE OF SEC RTY, AN AS- GRADED CERTFICATAN
SHALL BE PROVIDED STATING 'THE GRADING UNDER PERMIT NO. 7936 -G SOILS ENCINEER'S CER71RCAIT 3 FERIIUZER CONSISANG OF AMMONIUM PHOSPHATE
SULFATE, 16 -20-0, NTH 15% SULPHUR 4 SEWER LATERAL S-13 —S S—
_ I I= HAS BEEN PERFORMED IN SUBSTANTIAL COVFORMANCEE NTH 7HE' APPROVED GRADING PLAN
APPLIED AT THE RATE OF 500 LBS PER ACRE
1 =I III1 1I I = 1111 OR AS SHOWN ON 7HE ATTACHED AS- GRADED PLAN'. INS STALE nT 91ALL BE FOLLONED 1, Ei1RED T. MARSH, A REGISTERED CVL ENNGNEER
IN ThE STATE OF CALM�OIRNNA, PRIJVGPALLY
4' MIN. - BY TIE DA 7F AND SIGNA OF IHE CIVIL ENGINEER *10 COMMIES SUCH GRADING DOING BUSINESS IN THE FELD OF APPLIED SOIL AECHANM HEREBY CERTIFY
THAT A AREAS 70 BE HYGROSE'EDED SHALL BE PREPARED PRIOR TO HYDRO.SEEDONG BY -97E WALL PER BUILDING PUNS
II I II OPERATION. SAMPLING AND STUDY OF TIE SOILS CONDITIONS PREVALENT W710 TMs S71F WAS MADE BY
APE OR UIMDER MY DRECnON BE111ETN IHE DA TES 512103 AND 5/7/!73 ONE COMPLEIE COPY OF H. ROUGHENWING THE SURFACE TO BE PLANTED BY
ANY OR A CHINA TIAN O
FLOW LINE 7HE SOLS REPORT COMPILED FROM IM SXVY, NI7H MY RECOMMENOAnONS, HAS BEEN MASONRY WALL mm C -A C -5�
C -1
ELEVATION B. NOnFlCA71OVS SUBMITTED 77 IHE OFFICE OF THE CITY EIMETR. FILRIIHERMORE, I HAVE RENEWED THESE A. (RACK WALKING
SLOPES STEEPER THAN 6.1.
PER PLAN GRADING PUNS AND CERTIFY 7HE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR B RIPPING AREAS THAT NKL NOT BREAK UP
USING ITEM 'A' ABOVE
I. TIE EXISTENCE AND LOCH 170V OF UVDIERGROUH0 U7IJTY PIPES AND SI RUCI URES 9HONN 7NS PROJECT HA VE BEDV ING'ARPO2A TED IN THE GRADING PUNS AND SPECFlCA
TM MAID BAGS CDCDCDCDCDCD
ON 7HESI= PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO 1HE BEST OF 2 CONDITIONING 7HE SOCS SO THAT IT IS SUITABLE
FAR PLANTING BY-
OUR KNOWIM TIMERS ARE NO DXISTTNG UTIUTES EXCEPT AS SHOW ON THESE PUNS
EARTH BLADED SWALE HONO`''R' 5 is f. 230 R �p f T.� ,O A. ADJUSTING IHE SURFACE SOIL MOSIUHRE TO PROVIDE A DAMP BUT
NOT SA RM U SEED CLEANOUT SDRSD S -3 -�
B E70? DAIS (o/9o � ti �o� 9���
BED
N. T.S. 711E CONIRACTOR IS REQUIRED TO TAKE DUNE P�CAUN NARY MEASURES TO PR07ECT ANY 8. TIE ADDITION O" SOIL AMENDMENTS, PH ADJ/SlMENT,
LEACHING OR COVERING SALINE j
EXISING UnUTES OR STRUCTURES LOCA TED AT 1HE MURK SITE. IT IS 1HE CONTRACTOR'S ' �. x r GRASS -LINED SWALE PER
PLAN & SPECIAL A107E 15
RESPONSIBILITY 10 CONTACT 111E Fi71LON1NG INNERS OF SAID U1IJllES OR S7RUCIURES AMERICAN GE07EQWCAL * Exp. W" * SAGS TO PROVIDE VIABLE
MYOV71OVS FOR GROWN
PRIOR TO ANY EXCAVATION, VERIFlCATTON AND LOCA TIOV OF UTILI TIES AND NOTIFICATION OF 22725 CID CANAL ROAD sl
COMMENCEMENT OF PORK.. YORBA LINDA, CALFORNIA 92887 HYDROSEIDED AREAS SHALL BE MAINTAINED 10 PROVKaE A VIGOROUS GROWTH UNIX
THE
714 -665 -3900 NO. 2276201 CA S► PROJECT IS PERMANENTLY LANDSCAPED AR, FOUR AREAS WHERE HYDROSETDING 6 1HE
SEW (DNCNITAS SMITARY) 1- 760 -633 -2770 « to PERMANENT LANDSCAPIK UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
SAN DIEGO GAS & ELECTRIC 1 -706- 633 -2709 DECLARATION OF RESPAN9BLE CHARGE
WATER (SAN DECO70 INN 7ER DISTRICT)
PACIFIC BELL 1- 800 -422 -4133 1 HEREBY DECLARE THAT I AM 7HE ENGINEER GE MURK FOR 7MS PROJECT, 7HAT I HHAVE SAN DEGU1710 WATER DISIRRICT
N07ES
CABLE N (COX CABLEVISION) 1- 800 - 422 -4133 EXERCISED RES"ONSLE CHARGE OVER THE DESIGN OF TIE PROJECT AS DEF)NED IN LEGAL
DES(x 77O N
2 CONIRACIOR 91ALL N07FY 7HE CITY ENGNEER'S OFFlCE 48 HOURS PRIOR 70 BEGANN1FIG SECTION 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND 7HAT TIE
DESIGN IS 1. REVIEW OF INS PLAIN BY SAN DEG= WATER DISTRICT DOES NOT CONSTITUTE A LOTS 44 44 AND 45 IN BLOCK 38 OF CARDIFF W TRACT, AV VE COUNTY OF SAN DEW,
ANY MURK AN THIS PROTECT. PHONE: (760) 633 -2770 CONSISTENT NTH CURRENT STANDARDS REPRESENTA 71ON AS TO TIE ACCURACY OF, TIRE
LOCA TON AF OR THE EXISTENCE OR NON- STA IE OF CALIFORNIA, ACCORDING 70 MAP NNW NCO, 1334, RECORDED MAY 12, 1911
J 7HE CONIRACMIR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE (760) EXISTENCE OF, ANY UNDERGROUND UTTUTY, PIPE
OR SIRUCIURE N THIN 7HE LAINTS OF 7111S IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
633 -277a ALL NORK PERFORMED NIIHOUT BENEFIT OF INSPECTION NIL BE SUBJECT TO 1 UIMDERSTAND THAT 71E CHECK OF PROJECT DRA NINGS AM SPECIFICA TONS
BY THE CITY AF PROJECT.
RE,ECTTON AND REMOVAL ENCINITAS IS CONFINED 70 A REVIEW ONLY AND DOES NOT RELIEVE M& AS ENGINEER OF
WORK, OF MY RESPONSIBU77ES FW PROJECT DESIGN. 2 ALL IX71MG FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE:, LINE CROSSINGS;, LINE
ASSESSORS PARCEL NJMM?
3 FT (0.9 M) MIN C GRADING PARALLELING; OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXOSTANG OR 260-
364 -43
SONARDS AND BROWN ENGNEERING, INC PROPOSED UTILITY CROSSINGS WININ 10 FEET OR PROPOSED NA TER MAINS SHALL BE I
2187 AENCASILE AVE, SLIME 103 S1100 ON IMPROVERENT PUNS ELECTRICAL AND SEVER TO OWSS 0100? WATER MANS
RUNOFF I. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALAr1ED SAS ENGMEETR OR
UNDER HIS LI►REC77ON HE SHALL INSPECT AA0 TEST THE EXCAVATION PLACEMENT AND CARDIFF BY THE SEA, CA 92007 UNLESS OVEN WRITTEN PEIRMISS7OW
BY SAN DI£GUlTO RATER DNSIRICT. ONMER/�ERJIBTIEF
.
COMPACTION OF FILLS AND 84CKFXLS AND COMPACTION OF IRENCHES HE SHALL SUMIT 760 - 436 -8500 IN AND SHARON NAGY
3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOC47E AND /0R ADJUST TO GRADE 2007 OXFORD AVENUE
GAP BETWEEN BAGS SOILS REPORTS AS REQUREO AND NKL DETERMINE 1Hf SU7TABIJIY a• ANY FILL MATERIAL ANY EXOSIIYG RATER FACILITY FIRE HYDRANT
VAL VA LVE BO ETC W" METERS V� �
( )
T
ACTS AS SPILL M✓AY 1✓ITH ENDS OVERLAPPED UPON QONAPLEI10Ai OF GRADING a'ERAIIONHS HE SHALL STATE THAT ANSPECTIOVS AND TESTS � /� 1S AFFEClID
BY 1>�IEIIR PROTECT. ALL AFFECTED WATER FACILITIES MIST MEET CURRENT so AS CA 92007
. 2 BAGS HIGH HERE MADE BY RANI GIP UNDER HIS SUPERVISION AAD 1HA T IN HIS �IVAON, ALL EMBANKMENTS BY DA ff ` 00t#70 WA HER DHSIRICT
STANDARDS If FACU77ES DO NOT AfET STANDARD THEY
(760) 473 -7819
AND EXCA VAITONS NERD CONSIRUC7ED IN ACCORDANCE NTH THE APPROVED GRADING RANDY R. BRO GE 36190 S
IHEIV
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FAR THEIR EXPIRES 6130104 SHALL BE UPGRADED 10 CURRENT STANDARDS AT
THE OWNER'S EXPENSE
IN IENDID USE
4. � 70 MAINTAIN AIIIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER
GRA VEL BAG CHECK DAM DETAIL 2 THE CONIRACTOIR BULL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE ENVIRONMENTAL REVIEW NOTES
ONVERS CERNIC47E
N. T's PO9fi�E DRAINAGE AND PREVENT PONDIVG a• WATER. HE BULL CONTROL SURFACE RA TER 1. EARIHOURK QUANTITIES S MINMIUM HORIZONTAL
SEPARA 110N OF 10 fTET REQUIRED BETWEEN FIRE HYDRANTS I (ME) HEREBY CERTIFY THAT A REGSTERED SIBS OVIQIVEER OR tEQLOCIS`T
AND AVOID DAMAGE 70 AD"IIVG PROPER71ES OR TO FINISHED MURK ON 71E SHE AND CUT - 570 C Y. AND SAN DIEGO GAS AND ELECTRIC VAULTS.
HAS BEEN OR NKL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
SHALL TAKE REMEDIAL MEASURES 70 PREVENT EROSION OF FRESHLY GRADED AREAS UNIX FILL - 30 L`Y. AND ADVISE ON THE COMPACTION
AND STABILITY OF 7HE 97E
SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EXPORT - 540 C 6 ALL WATER SERVICES 70 BE CONSTRUCTED CLEAR
OF D RIVENAM AND ALL OTHER
INSTALLED
3 ALL AREAS TO BE FILED SHALL BE PREPARED 10 BE FILLED AND FILL SHALL BE PLACED IN REMEDIAL GRADING - 250 C TRAVELED NAYS WATER
METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVIM&
ACCORDANCE WITH STANDARD SPECIF7CA TIANS ALL VEIGUABLE MATTER AND 2 STEEPEST DUS77NG SLOPE PEW THE PROPOSED GRADING IS TO OCCUR IS 50%
TIMOTHY NA V DA TF
0aEC71ONABLE MATERIAL SHALL BE REMOVED BY TIE CONIRAC70 R FROM IHE SURFACE
UPON NHICH THE FILL IS 70 BE PLACED. LOOSE FILL. AND ALLUVIAL SGX.S SHALL BE REMOVED 3 MAXIMUM VERTICAL DEPTH OF CUT IS 11.0 FEET.
STATEMENT OF DKINETR OF MW
70 SUITABLE FIRM NA IURAL G7OUIND! TIE EXPOSED SAS SHALL BE SCARIFIED 70 A DEPTH MAXIMUM if DEPTH OF FILL IS 1.0 FEET.
OF 6' AND M COMPACTED TO A AMP" OF 90 PERCENT. IT SHALL BE T E CONTRACTOR'S THE UNDERSIGNED ENGINEER AGREES THAT THE MURK PERFORMED
BY 7HE ENGNEER
RE70YMTY 70 PLACE: SPREAD, WATER AND COMPACT TIE FILL IN STRICT ACCORDANCE 4. VOLUME OF CUT 15,390 F73 SHALL COMPLY NTH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF 7HE
WIH SPECIF1CA AREA OF CUT 4799 F72 = 32 FEET AVERAGE DEP1H OF CUNT DNGNEER'S TRADE OR PROFESSION THE ENGNEER FURTHER AGREES
THAT THE NCRK SHARON D. NAGY DATE
s 4. CUT AND FILL SLOPES 91ALL BE CUT AND WNMED 70 FINISH GRADE 70 PRODUCE 51000711 PERFORMED HEREIN 91AU BE IN ACCORDANCE NTH
IHE RUBES AND REGULATIONS
g N SURFACES AND UNIFORM CROSS SECTIOYS IHE SLOPES O' EXCAVA DONS AND VOLUTE OF FILL 810 FT3 REQUIRED BY TIE CITY OF ENCINITAS THE
ENGINEER AGREES THAT ANY PUN CECK OR
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF AREA OF FILL 1919 F12 = a4 FEET AVERAGE DEP7H Or FILL
www FERFwdw BY THE CTY OF ENCINITAS IN ITS CAPACITY AS A PUBIC ENTITY FOR
v , PORK AND LEFT IN A NEAT MIN ORDERLY CONDITION. ALL SW ROOTS AND OTHER WASTE THE PLANS PREPARED BY 7HE OVGNEDR IS NOT A DETERANNA77ON
BY 7HE CITY OF
i MAT7ER EXPOSED OR DCCAVA71OV OR EMBAWMENT SLOPES NFICH ARE LIABLE TO BECOME ENCINITAS OF THE TEOHINCCAL SUFFICIENCY OR ADEQUACY OF
THE PLANS OR DIE9(K AND
LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TDE AND 70P OF ALL SLOPES SHALL IT n#REFi7RE DOES NOT RELEW THE EIMp M OF RESPONSIBILITY
FOR THE PUNS OR
,uM SI 7E BE ROUNDED IN ACCORDANCE W7H 7HE GRADING ORDINANCE DESIGN OF AMPROVEAfWTS BASED n EREON. TIE ENGINEER AGREES 70
IIDEMIVIfY AND
2007 OXFORD AVENUE S ALL TREES, BRUSH, GRASS, AND OMER OREC71ONABLE MATERIAL SHALL BE COLLECTED, HOLD HARMLESS THE CITY OF ENCINITAS
AND 17S OMCERS, A(ENN ARID EMPLOYEES
DR PILED OR OTHERWISE DISPOSED OF OFF THE 97E BY THE CAN7RAC10R SO AS TO LEAVE 7HE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY
FROM 7HE AEaMYT ACTS
AREAS THAT HAVE BEEN CLEARED N TH A NEAT AND FlMSHID APPEARANCE FREE FROM ERRORS OR OMISSIONS OF THE DOWER AND HIS/HER AGENTS OR
EMPLOYEES ACTING
z _ � UNISGHILY DEBRIS APPROVAL a" LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
WHIN THE COU AND SCOPE OF SUCH AG9VCY AND EIIPCDYMENT AND ARISING OUT OF -�
� Z D SOLS ENGINEER AND CITY ENGNAtER PRIOR 70 7HE D►SPOSAL OF ANY SUCH MATERIAL PE7RF EER �Q��FES$ /6
C r
� AL �[ Ct O� � p� R.
N BY RAND Y B ON >P/►'TIS
RCE NO 36190 ILO. 361 go
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT EV• WMVO4 z F
COMPANY SONAROS J BROWN
MAP
ADDRE 2187 AfWAS7LE AVENUE
N. r.S ENGINEER'S JOB NO! 03-047 =
(760) 436 -8500
N
SIGNATURE DA 7E A 1w DA E
9GNA 7URt DIES 2 YEARS AA 1E SCiV
L° vt Oyer a�, v er a a er CI TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING AND BUILDING db RR APPROVALS
VIER 77 CAL DA TA IS ASSUMED FROM TAPOGRAPHNC PLANS PREPARED UNDER SUPERVISION OF GRADING- & EROSION CONTROL PLAN FOR
SURVEY ASSUMED 120.76 DA BY SANTA FE SURVEYS INC. HORIZONTAL : 1' = 10' RECOMMENDED APPROVED
M '''' 2002 VR nCAL : NOME DATE : `� / 0/03�p NAGY RESIDENCE - G
� JOB VERTICAL BENCHMARK IS THE COVER OF A -
7938
PATER METER BO AT THE soUnEASr GARNER 1 LZ Ql 4AN __ !Z � E NCI ' X190 BY : ,10 BY : 2007 OXFORD AVENUE A.P.N.:
260- 384 -43 OP THE PROPERPROPERTY SIGNATURE DA . BIRO
ELEVAI Exp. e� � � : � 3 0 � � � DATE : �a i3o %�� _ SHEET 1 0 F 3
m.. M: ENGINEER OF NARK T JOB NO 0.3 -047 PLANNING CASE NO. 02
DATE : 11/6 /03
SPECIAL NOTES
I. D(TE M CONCRETE STABS ON GRADE SMALL BE 5' n11C�K OVER 4' CLEAN SAND 9. STORM ARAN CtEANOUIS SHOAAAV HEREON SHALL
BE 4' DIA. PVC ±PER SDRSD S -4
SW RN 94.91 REINFORCE NIH NO. 3 BARS O 16' 01C BOTH WAYS O A0D -POWT OF SLAB. TYPE b' DECORATIVE COVER PER ARLW IECT.
E 8778 � USE 520 -C -2500 CONC CONO?M Jow7S AND STONE PAVERS PER ARCNIIITECT 1a PRIOR 70 CONSIRUC710N, 7W CONTRACRW
BULL OBTAIN AN EMWAChWNT
2 00T10M O' WALL ELEVA 11ONS 5HONN HEREON MAY VARY DURING CO NSW71ON PEIWT FOR ALL NORK 70 BE PERFO I" N THE OXFORD
AVENUE RIGHT-OF-WAY
1
DUE 10 SOIL ENGINEERS FIELD TESTS AND RECOMWMA71ONS 11. THE CONTRACTOR SHALL OBTAIN A DEMOUTON PERMIT FAR ALL STRUCTURES
S)V W
3 WALL DRAINS SHALL BE CONNECTED 70 PRIVATE STORM DRAM SYSTEM SHOWN HEREON 70 BE DEMOLISHED.
HEREON. 12 PRIOR TO CONSIRUCON, CONTRACTOR 70 DEMOLISH EAS7W CONCRETE
A UNLESS NOTED OMRNSE; PRIVATE CATCH BASINS 70 BE EITHER 6' DIA. AIRIUM PAVEMENT, PALLS PLANTER, LANDSCAPING AND
ALL OTHER ITEMS LOCATED NTHM
GRATES BY WS' LOCATED N PUNIER AREAS OR 12' SQUARE CA7CIH BASINS BY W THE LAMS OF NEW DIEVELO IIEETNT AS SHOW HEREOL
CONTRACTOR 70 VERIFY
LOCATED N LAMA AREAS REFER 70 LEGEND ON SHEET 1. 51'ECFIC REMOVALS NTH ONWER PR10R 70 PROCEEW NTH DIEM 710N
5 ALL STORM DRAM PIPE 70 BE 6' ANN PRIVATE PVC (MR 35) O LT ANN., REFER 70 PLAN 13 CONSTRUCT PCC DRIVEWAY MIN. 5-112
IIKK ON 3' GLASS 11 A.B. COApAC70 To 90w
GRAPHIC SCALE FOR PIPE SZED O SLOPES U.N.O. MAX DRY DENSITY, UNLESS OHRNSE SPEOM BY SOS ENGINEER BASED ON
ETD GRASS - LINED SWALE 6 BUILDING DOWSPOUIS 70 BE DIRECTED OVER GRASSY AREAS OR S7ORV wAIER OBSERVADONS N n1E FIELD.
CONSTRUCT GRASS SIMPS PER ARCHITECTS PLAN.
+o o 6 +o :o Is PER DETAIL B, SHEET 1 IREATAENT SPALES PRIOR ICI OUTLET 70 THE PU RX RIGHT OF NAY ®PA110 SURFACE
7C1 BE TAE D N ARCHITECT'S PLAN.
FL 1131 7. WATER SERVICE 70 BE EXTENDED FRONT EVSTNG METER N ALLEY TO NEW RESIDENCE
REMOVE REPLA RS
pqm_
RETAINING G W ALL PER SDRSD -C1 CE NTH 50EDULE 40 PVC HAVING 24' COVER (MIN.) O AS RFQURRED BY n•E CITY OF - ® LANDSCAPE
NTH WOUND COVER OR GRASS FOR STORM WATER POLLUTON
_,.: _ _ W
( IN FEET) AS REQUIRED. TW 12060 E71K11VITAS REUSE EVS7NG METER. CONTROL STORM WATER POLLU77ON CONTROL BEST
MANAGEMENT PRAC710E
1 inch 10 ft.
(FG 115 VER 3) a SE LATERAL TO BE EXTENDED FROM EXISTING CYEANOUT M NUE OXFORD AVE TO NOT
70 BE MODIFIED UN-M A PERMIT IN OBTAINED FROM THE CITY OF DIK,y WTAS
BEGIN GRASS-LAMED SWALE
/ r NEW RESIDENCE NTH 4' DNA. PVC (SDR 35 MAN.) O 2Z SLOB NTH 36' COVER O AS b;
/ ♦ EMSTNG WALL To REMAIN REQURED BY THE CTY OF ENCIMTAS CONTRACTOR TO VERIFY LOCH TON OF
RETAMNG WALL PER DETAIL BEET 3
LIANAS Of STORM WATER QfANSiNIG AREA PER DETAIL 'A; SHEET 1 EMS71NG CLEANOUT. ® RETAMNG WALL PER DETAIL �;
SHEET .1
BEST MANAGEMENT PRAC77CES PER DETAIL 'A; FL 1131 / ♦
91EET 1 AND SPECIAL NOTE 115
>w 11626) `� /
( 11366) jr STOfRMII'AU MUURON COIN W SIP N0TE5 FRAME 70 QaV MCMN ACIM71ES
:;, f � r � C � ♦ COWCRE7F WASHOUT
� CONIRACTO? SMALL ESTABLISH AND USE AN ADEQUATELY SIZED COVDE7E MA4571OUT
AREA 70 CONTAIN IMSHOUT N VES ON SITE IT IS ILLEGAL 70 WASH COMOREI&
C � EA SLURRY, MORTAR, STUCCO, PLASTER AND DE LAKE INTO TW STARMwA TER CoVVE?'ANr,E
TEMPORARY EROSION CONTROL. USE OE ROW ,� M 1� ��I �. 1 l EXISING HARDSCAPE To BE REMOVED SYSTEM OR ANY
RELLIV1lG WA )ER CC7NIRACTO? SHALL POST A SIGN DESIGNA THE
111' 114.16)
( �, WASHOUT LOCA MAN
GRAVEL BAGS TNID BAGS HIM STAGGERED FG Ill. 76) � / l ds•� �� � ; ' F \ �* � ♦ �L
AROUND ALL CHIC H BASINS (TYPICAL)114.40 ' ! ` j A - CONS7RUCn0V SITE ACCESS
114.40 11� 4 0 _ _ _ ___ \ ♦ ♦ BEGIN GR SS DI SWALE
' B ' A STABUZE9D CONSTRUCTION 91E ACCESS SMALL BE PROVIDED FOR W MOLES EGRESS
/ .` - ` \\ gib. PER DETAIL , 51HEFT 1
111.63 � � 4. `� " -� - t �` fL 1139 HK1H -PA►NT AND INGRESS TO PREVENT 1RACCNG AN?T OFF SITE.
M SHALL NaUDE USING
ENSW WALL TO REMAIN / MA lER1AL SxX,II AS GRAVEL AMID 0? TED STEEL PANELS
u 1 sr FLOOR
/ /pLA TES
CAS -p TW 1 12.91 FG 111.01 '' �� "/ / - 11
F.F. 114.5Q CANSW770N VEH/CZES
-g s PAD 1t3�6 A S AREA AWAY FROM GUTTERS AND SMRMDRAM SHALL BE DESIGNATED FOR
7C 11016 //l ✓'� \
CONS7RUC71ON VEH/CLES PARKING, VEhIKxE REFUELNVG, AND ROUTINE EQU (VENT
�?. E 108 18 �, �� , 3 1 � , MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE
1 1227 1 F -" F , �� `� EROSION CON TROL
o \� Lt?IIER 1ST R0 C >>� s ♦ E70S1MG w TO REMAIN EROSION CONTROL MUST BE PROVIDED FAR ALL EROSIVE
SURFACES. SLOPED SURFACES
OUlIET 6' PVC `\ \ F &F . 1 11.W 4. S• Rd� J
:. '�' �r ESPECIALLY 91ALL BE PROTECTED AGAINST
E 100.00 p IOJ " G WALL PER 3DRSn C- Pf` 1 / \ \ X8 VERIICAL BEI MARK.• EROSION BY INSTALLING
EROSION RESISTANT SURFACE'S SUCH AS
IMP 111. 106 EROSION CONTROL MAN 11 \ ` WA TER METER COVER
\ ;, y IG 11 ' �.�.^ �� �6 N ADE ATE GROUND COVER VEGETAIM
AD
5
A SEPARATE' CONSIRUC77ON CNNE)NT 2x2 CONCRETE b E �� • : ` E11V : 120.76' AND BONDED FIBER MA IM.
PERMIT IS REQUIRED FOR CONCRETE APRON APRON \ Tw 11 f 0; no ��. `� ` ` , � \'A �jr Y \ \
105) 1 F EPM . �, q 4 . � \ NO EXCA VA 110V AND GRADING ACTVITES ARE ALLOWED DURING
IN THE PUBLIC RIGHT-
f Ill' H OBO C F.F. vaw _ ~ \ NET NEAW
PAD 109.1 ,��� �. C �;
DdSnIVG SL �., ^�� F ' . 7 9 W R MEU a NS7RUCnON SITE SHA
91A�P D� T LASTING
f�
>0 REMHAIN ` W 1069. / \ Q� F.F. 714.50 Y i \` PERMANENT AND TEMPORARY EROSION CONTROL MEA9)RES
0 DINING W ALL PER Mgt I S \ �, - \ F PAD 116 ' C
Q Tw Mao ew 102-8 �., . ,. � � .�� � , ti
\ TW 120.68) REMOVE EXISTING *7GETAnAN ONO! Y NfN ABSOLUTELY
. C 1��� / (FG 114.93) NECESSARY LARGE PRO4EC7S SHALL BE CONDUCTED N PHASES 70 AVOID UNNECESSARY
TEMPORARY EROSION CONTROL. USE ONE ROw J � ! V� � \ � REMOVAL OF nE NATURAL GEOUNO COVER.
GRAVEL BAGS, TNA7 BAGS f", STAGGERED + 103 \ -Y. 114.
- , DO NOT REMOVE TREES OR SHRUBS UNMELLSSARIL Y, THEY HELP DECREASE EROSION
ALONG PROPERTY FRONTAGE TO OXFORD AVE RETAIMNG WALL PER SORSD ` S
103.5 ow 1000 1 �� • / nISTING WALL 70 REMAIN TEMPORARY VEGETA 110N MUST BE PONIED ON SLOPES' OR INHERE
/S NOT
( TYPICAL ) TW' - t �= M AIMATaY PLAMWD FOR EROSION CONTRCAr PURPOSES. EROSION SHALL BE PREVENTED
RE'TAMING SD 17 t BY PLANING FAST- G?OW1NG ANNUAL AND PEREWAL GRASSES 70 S4ELD AND SW INE
\ TW 1088.0 BW 101.0 105.3 BW 1 L.6 ^ - �. p �� / Ste.
ILET 4' PVC 03, p --#* / DEMOLI �. 1j�'` -A. / RESIDENCE AND HOROSCOPE
107.5 .: �.
PUNT PERMANENT VEGETA DON AS SOON AS POSSA& ONCE DO VA 77OV AND GRADNIIG
GA
f f
E 101.04 �� AC71W IlES ARE COIA�L E'M
.\ \ PAD J02 f EJSr .NALLS ` gyp
\
B IC 70 HE REMOVED W ATER USAGE FOR DUST CONTROL SHALL BE ~20. lLfa93,� ; �J RE�IIOVE
O REPLACE E)OS1W RETAINING WALL
097
' 10 :�``
2 G \ \ .•` •'' '� ` 11 5s PER sORSD C -1 As REQUIRED ON -SITE COIVSTRL/CTKK,YVV MATERIAL STORAGE
�• \ .:: ' : _ �, �. / STARED MA TOWALS SHALL BE CONTAINED M A SEAARE PLACE 70 PI?EVENT SEEPAGE
MID
�SANCYIr ti . I _ - 71� FI '; `. SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS NFIERE
THEY KL STAY DRY
SHEET BEST MAN AGEMENT PRACTICE Lw P3
104. 56 - 10 50 +'` ENO p?ASS -LINED SWAY OUT 1FE RAM. CONTRACTOR SMALL PROVIDE SECONDARY CONIAIMMEINT
FW ALL
1.5' NIX GRASS STRIP O EACH GARAGE 100 2 W 101.50 - PER DETAIL 1 8; 1 R GAL NOJE NO 15 TYPICAL P I/ � ' MASS-tAi0
SWALE
ENTRY PE FUEL STARED ON-SITE
' i0A•� - 100 35 Y / PER DETAIL 'A; SHEET 1 FL 11270
T ELUNA IE OR REDUCE UnOV OF STORMED TER FROM STOtNfPI<E'S KEPT aU --21E
1W 112810
EVC AS PARING HALT A
w FL 11270 STOG7GPILES MAY INCLUDE SOIL., NG MATERIAL..% GQEGAIF
INSTALL NEW P.GC: DRIVEWAY \ _ � 10096 ` \� � \ - ,
PER SPECIAL NOTE NO. 13 atAMNG WALL PER SORSD C -1 BASE; ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCEIN IRA
TED STORMWATER
TG 10;320 - TW 112.80 BW 109.00 FLOWS AND STORMORAM INLETS S700Y LES SMALL BE COVERED OR PROTECTED NTH
A SEPARATE CONSTRUCITAN CHMENT
E 105.10 SOIL STABUZA MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER
'� .�
PET2AIT IS REQUIRED FAR DRI VEWAY WORK \ ` AROUND 711E PERIMETER AT ALL 71MES
Tw 11280 7RAINNG
IN THE PUBLIC RIGHT - WAY ,// w 1 1.
4' SENER LATERAL Ca / i TW 10850 CONTRACTORS' EMPLOYEES NHO PERFOwM covsmUCTON N iw CITY OF ETmms
PER M �S�R�� NTH t � 100.59 OUTLET 6' PSG' Bw 101. A �� J � r r'-
SHALL BE TRANED R? BE FAMUAR NTH THE C7Y OF DmTAS STORM m?
I E 104.10 6J .384 -51 POLLUnON COINIROL REUAREMON7S THESE SW NOTES SHALL BE AVAILABLE 70
EXISTMG SEWER MAN 2'x1' CONCRETE APRON EVERYONE NOfRKMG ON SITE THE PROPERTY OWER(S) AND THE MW OOIV7RACTOR
E 186.13 ELEV 104.00 MUST MURM SJBCONTRACTORS ABOUT STORMW4TER RE'QUNDOEWS AND DIO? 00 NOTE• RETAINI
NG WALL LANAIS OF STORRW WATER aEANSG AREA RESPOVSIBIUTES
BEST MANAGEMENT PRAC77CES PER DETAIL 'A, WASTE MANAGEMENT
CONSTRUCTON PONT FROM THE CITY OF INSTALL NEW 4' PVC SEINER U1DPAt PER SORSD C -1 SIHEFT I AND SPECIAL NOTE 115.
ENCNITAS ENGINEERING DEPARTMENT IS 10 PROPERTY LINE PER SDRSD S -13 Bw .70 G 10190
CONTRACTOR SMALL BE RESPOVS'BLE FOR PROPERLY pSPOSiNIG OF All NpISTE AND
REQU /RED PR10R TO STARING ANY WORK O CITY OF ENONITAS STANDARDS E 10060 UNUSED COVSTRUC71ON MATERIALS DUMI'W OF
LNNUSED OR WASTE PRODUCTS ON 7HE
WINN THE PUBLIC RIGHT-OF- nncH REPAIR PER CITY 7w 10550 FRONT
� �' FT GROUND, NHERE PA IV? CAN CARRY THEM NIO TIE CONVEYANCE SYSTEM IS SIRlIv1LY
OF ENCVITAS STANDARDS w 1 00. GARAGE PROI~IABITED.
OUIU7 4 PVC Tr 104 104 104
E 10x50 BW 99 70 NO SEEPAGE FROM DUA/PS1D4S SHALL BE DISCHARGED INTO
NO]E dJ S70 MWATER BERM IMES SHALL BE PLACED AROUND DUIPQSIERS
EXISTING TOPOGRAPHY SHOWN HEREON 4'�VC 1 GARAGE F.F. 1.Ox To DIVERT 7E NARIRAL STORM RUVO . DUNPSIERS SHALL
BE CHEACED FREQUENTLY
FOR LEAKS M PSTER LDS SHALL REMAIN CLOSED AT ALL INES DUMPSTERS WITHOUT
N FROM A LAND STRIVEN PERF0 BY 1 103 LDS SHALL BE PLACED NM STRUCTURES NTH A fV?WOUS RO�OFM OR COVERED
SANTA FE SI O2161 y AMC N MARCH 200? � N ORDER 70 AVOID RAIN CONTACT NTH ANY TRASH MATERIAL
100.45
r x r � OUTLET APRON
JOB Na SFS 07!617 'y , 1 NTH TARPS 1 ° 102 MANY CANS7RUCnON MA 7ER1At NQUDNVG
l S; S1x VENN MM TER -BASED PAIN15, VE}ICxf
��'1•
FLUIDS BROKEN ASPHALT ANO CaN07ET& 101000, AND CrfARED VEGETATON CAN BE
101 I ` 1.1x 101 RECYCLED NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDI U
OR DVSPOSED OF AS HAZARDOUS WASTE FOR 00 MA 71ON ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195 FOUR z
EXISTING AIEERVIOUS AREA 6,130 SF. 1 1 MFORWA71ON ON LMDFlLLS MAT) 70 ODDER WVSTERS CALL EDCO AT (160) 436
-4151. Z
PROPOSED IMPERVIOUS AREA ,379 SF. Q�QFESSj�� POLLUTANTS SMALL BE KEPT OFF EIFOSED SURFACES PUCE MA9f CANS
AM
R1EDUCED IMPERVIOUS AREA: 2751 SF. CREDIT h �ei� R eR Y� RE`CYC,7W RECEPTACLES AROUND THE 511E Z
3 W
y QS ZL p PORTABLE TOILETS MUST BE N 0000 NORKM ORDER AND CLECCED FREQUENTLY FAR ? W
W� Z
LEAKS CONTRACTOR CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE `
c� T01 AWAY FROM STORM DRAM # ETS ON PERVIOUS SURFACES
DRI I /EWA Y DETAIL SECTION BQ• WM104
GI TIER, AND A
ALL CONS7RUC71ON DEBRIS 91ALL BE KEPT AWAY FROM DIE S7REFT,
SCALE H. 1 " = 10' V` 1' = 2' A * * STO7RYDRAM. C0 NIRACTAR MUST ROUTINELY CHECK
U r
Q► AND CLEAN LIP MA TRIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION 517E � N"�
GAL 0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING AND BUILDING DESMBY alb BY MCK APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
VERTICAL DAT IS ASSUMED FROM TOPOGRAPW PLANS PREPARED UNDER SUPERVISION OF GRADING do EROSION CONTROL PLAN FOR
SURVEY
� ORIC BY SANTA FE SURWM NC HORIZONTAL: 1 10' DAE : 'L O � RECOA/MEAIDED APPROVED
�
VERnCAL BENCHMARK LS THE COVER OF A VERncAL : NONE -
NA G Y RESIDENCE 7938-G
JnIB
WATER METER BOX AT THE SOUR EAST CORNER ll O j R.GE NO 36190
OF THE PROPERTY. RANDY R BR BY: �� A4 BY: 2007 OXFORD AVENUE A.P.N.: 260- 384 -43
a 51GIN IURE DA EXP. 6/30jO4
ELEVA71ON: 12a 76 DA 1UM: AS511iMED ENGINEER OF DA TZ¢S`=T'T- DA JOB NO. 03-047 PLANNING CASE NO. 02 -204
I SHEET 2 OF 3
DA 7E : IVc, /03
DESIGN COt!DMONS: FENCING:
War% are to be used for the ea dRian So" twidng " be ktitt, at ft lop o GENERAL NOTESIREQUIREMENTS
shown for loch type well. Dw-g' n N shall not be the wall as rrequhed by the OWV-7. 50 DIA LAP HORTZ. REiW. PER
PLAN *5 VERTICAL BAR ON EACH
exceed le
I. Footing y is required except as shown INSPECTIONS:
otherwise or when found unnecessary Cal ons as Follows: by the for inspecti foll I. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SiTE
CONDITIONS BEFORE STD. SIDE NT
Special °om de required A. When the footing has been for med, with the STARTING WORK NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
� LAP 6 MIN. • ; . STOP MORIZ. ROAD BEAM
whei
foundation t _ PREFORMED RUBBER
supporting toe pressuf listed in table.
steel ti RISE CONTROL JOINT STRIP
tied securely in find position, and is MATCH T &B FTG. " 2' CLR
a for the concrete to be STEEL AT JOINT ELI OATH. ready for 2. CODES: ALL MATERIALS
AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE REINFORCEMENT _
B Whero ckanout holes are not provided UNIFORM B{1fLDING CODE (C.B.C.), 2001 EDITION, AS ADOPTED BY THE BUILDING OEPT (TOP REINF.
Reinforced Concrete: (1) After the blocks hove been laid up too ) /
SHOWN DASHED FIG DEPTH
STD HOOK STD HOOK SASH BLOCKS AT JOINT WIRE TIE BARS ON
D
Fc = 1200 psi F'c = 3000 psi height of 4' or full height for wafts up to 3. SUBSTITUTIONS. PROVIDE MANUFACTURERS I.B.C.O. REPORTS AND A LIST OF ALL
�� ONE SIDE OF JOINT
Fs - 20,000 psi n - 10 5'. wIM steel in Ploy but before the PROPOSED DNS TO THE ARCHITECTIENGINEER FOR REVIEW BEFORE FABRICATION.
Reirrfaraed grout is poured, and...... ' 3' CLR CLR DOUBLE CURTAIN
F'm = (2) After the first Ilft is properly grouted, 4. SIMILAR WORK WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY
2 #t5 (V7
600 psi Fm =200 psi
Fs 20.000 n - 50 the blocks have been laid up too the bop PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN
Forth - 120 led and Eguivofent Fluid Pi essm a = of the wall wRh the sAvel tied securely in ON THE DRA K00GS.
36 psf per fact of height Waft dwi n for Owe but before the upper rift is giouls . S /8' 12x RISE
STD HOOK
1 1/2:1 unlimited sloping stechia, are where ebonout holes am prowMed. 5. PIPES, DU CTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR MIN
. ' BON BEAM WITH GREASE ON
dssigrisd in accordance with RankrK+e s fernrnAo After the bkx� haw been bid up to the WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER
RISE i ONE SIDE OF JOINT TO BREAK BOND BACKER ROD RAID SEALANT
for unlimited slops ng surcharge with o 0 = 33' 428. of with with the abaci tied BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRiOR
WRITTEN STD. LAP - " MOVEMENT ON BOTH SIDES FOR FULL
top sww sly in place, but before grouting. APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 2'-0" MAX y AND
CAP ENDS 1 HEGHT OF WALL
Intermediate grads, hard grade, or fall steal C. After grouting is complete and after rack or
deformation sholl eonfornu ASTM A61 A616. A617. rubble wall drains are in place but before 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED
CONDUIT, PLUMBING
flora shall lap 40 diom re eters, whe spiced. unless earth baddill is placed OR OTHER UTILMES WHERE NEW WORK IS BEING PERFORMED. NOTES.
SINGLE CURTAIN
otherW ise shown on the plans. Bends shall conform D. Final inspection when oll work has been 1. SLOPE TO OF 1 VERTICAL TO 2 ►raff2ONTAL
EXCEPT WHERE SHOWN OTHFRME (VAX)
to the Manual of Standard Practice, A.C.1. 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND g
con Back' for hooks is four dometers. AN bar SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS 2. SEE FOO77Mr3
STEEL FOR ADDITIONAL REINFORCEMENT. 9 qq�
embed., its alt door distances to outside of bor. CONCRETE GROUT AND MORTAR INXES: PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAUTIONS
TO
Spacing for parallel bars is center to center bars. Concrete grout shall attain a minimum compressive MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING
CONSTRUCTION. �/
MASONRY: strength of 2.000 psi M 28 days and mortar shall NEITHER THE OWNER, ARCHITECT NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR !
i P RE /NF. @ INTERSECTION OF
AN reinforced . wolf. attain 1 ,eoo pew in 28 day. AN cob shall be REGULATIONS. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
TYP. STEPPED WALL FOOTI A B EXPANSION JOINT DETAIL C
c«,stniccr of or standard filled with grout. Rod or Vibrate grout within 10 SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
MASONRY WALLS
unite conforrning to the '"Standard � t
m minute o s of o a pouring point 2' f t f rom the top o f f . Br
insure oonsorni STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
for Pubic works Constriction.• grout masonry units
when grouting of second ift is to be continued of STANOAAD BACKJ7LL -
- CONCRETE MASONRY RFTAlNN/NG
J0114M another tine. FOUNDATION 2% MIN i WALL. (SEE STRUCTURAL DETAILS.)
Vefticd c ont, al joi shah b e p kaW at 32 fact
MORTAR f(EY: -, r
resist � lateral foross to 1. insure prapsr bending between the footing oral 1. SOILS INVESTIGATION: REPORTS 22762 -01
r
DATED JUNE 5.20M PER SOILS ENGINEER r
�$
pitting lorm)Rudinol novefnei Vertical the first corm of block a mortar My shall be a 12'
erm r WATERPROOF MEMBRANE
expansion joints shall be placed at 96 foot formed by embedding a Alt 2 x 4 flush with and at BY. AMERICAN GEOTECHNICAL 6` MIN.
�
� � _ � - i PER ARCHITECT
intervals maximum. the top of the freshly pound footing. The 2 x 4 f
should be removed after the concrete has started
CONCRETE 2. FOUNDATION MATERIAL: S&TYSAND
to harden (approximately 1 hour). 3 /4" CRUSHED ROCK
Footi concrete shots be 560-0 -3250 B A mortar lay may be omitted M the first course of <� T OR
MIRADRAJN 6000
ng using 3. MINIMUM FOUNDED DEPTH 8 WIDTH OF FOOTINGS: ' W MIN. i
blo
aggregate when Pig condKions perrnIt.
block is sat into the fresh concrete when the
footing is poured, and o good bond a obtained. BELOW ROUGH PAD GRADE ... ............................12` 1'- f0' MIN. EQ EQ
f
BACKFIL -iii- i 1- -i I M/RAF1140N
WALL DRAW: BELOW LOWEST ADJACENT FINISHED GRADE ................18` 8' CMU GROUT SOLD �- ,
No beckfflf iotefW Wwfl be t #W agaiii Wall drains shall be provided in accordance with WIDTH ................... ............................15`
4'-0' #f4 @ 1E 0,t M I GEOFABRIC,
web unubl rinser has reached i BOTTOM OF WALL (BMA
2 - #f4 @ 24" Ok (H) i
mason ry 9 Standard Droving C-8. h OR EQUAL
design strength a unbi grant has cured fora 4. FOUNDING OF FOOTINGS 3 SLABS: N FIRM UNDISTURBED 8' CMU � �
t
minirtium of 28 days. Compoctian of bock fal SOIL: NATURAL SOILS OR APPROVED COMPACTED SOILS. '
material by jo" or b with water will not #E5 @ 16" o1c (V) y "
be permitted. Each bysr of boektill shah be 8" CMU GROUT SOLID 4' DIAL PERFORATED PVC i
AN shall extend at Wast 18 inches into 5. SOIL PRESSURES: #f4 @ 24k (1 •l)
" o 2 k (SDP 35) @ 1 %MIN. SLOPE r - -
rtoiste, as direc ted by the Engines► and undisturbed rotund soil a approved compacted SOIL BEARING ........ ...............................
#f4 @ 16' ok (N) ; T ! TT
bumped. rolled a otherwise oornpoctsd fill. Sol should be dampened prior to placing
2000 PSF TO OUTLET
#t4 @ 24" ok (H) i
until the nftUw compacting is not loss thon 90%. ^°te in COEFFICIENT OF FRICTION ................ i
........0.40
PCF 12" CMU GROUT SOLID
Revision Dote SAN DIEGO REGIONAL STANDARD DRAWING n000antOM sr 11a sm WOO PASSIVE PRESSURE ... ............................2
.00 i
WI 1• MIN t
�avAi srArtolwos oaMT� ..36 PCF 2',B' � , " #i5 @ 16" o% (1�
Kael+nd t CANTILEVER ACTIVE (LEVEL) ...................... 2 h _ #f5 @ 24' o% (H) T-0" NOTE:
CANTILEVER ACTNE (2:1 SLOPE) ....................55 PCF
_ 1. PREFABRICA)ED DRAMfAGE PANELS SUCH AS MfRADRAMI fxiOD OR fQt/MY.ENr AMY 8E 11SED ill LEU OF PLACNiK'
ORAYR
GENERAL NOTES FOR MASONRY .. ........................... --
Adrowsw RGE. l ets O/M VEHICULAR SURCHARGE NONE ?. DRAIN SHOULD BE UNIFORMLY SLOPED AND MUST LEAD To A P0517Nf ~nY
DtrnEroR tv A SUM► MVrtRE MITER � F
RETAINING WALLS DR AVANG C_� SEiSMIC LOAD .............. ............................ PER _
CAN BE REMOVED BYPUMP� �
IllIriBER 21W 2y c,• 18' CMU GROUT SOL 2 � " 1 r CMU GROUT SOLID a SUBDRAIN OUTLETWWfff ELMWN To W 1 7 9ELOW ROCR.
#f7 @ 16' old (V)
1
SPECIAL INSPECTIONS (LIBC 1701) z• W5 @ 16' o/c M EF
2 - #f5 @ 24" o/c (H) #i5 @ 18" O/C (h
4 ' 0 IS @ 24" ok (M (SPECIAL MPECTION REgD.)
Y-* #f5 @ 24• ° k (M RETAINING WALL DETAIL F
REQUIREMENTS FOR SPECIAL 06PECTION: 3 �
102 ° - 2` I
1. THE CERTIFIED SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF REGISTERED 6• }
PROFESSIONAL ENGINEER.
2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL
{
AND THE ARCHITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE 12 5 �. ANN.
ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, ►F NOT CORRECTED, TO THE
ARCHITECT AND THE BUILDING OFFICIAL. 6 #f5 CONT.
3' CLR -
3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY A CIVX ENGINEER. 3" CLR #F5 @ 16' o% 4 #i5 CONT.
STATING WHETHER OR NOT THE WORK REQUIRING SPECIAL INSPECTION WAS iN ACCORDANCE
WITH THE DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS 1 -10 #f5 CONT - #f4 @ 16' old WI
OF THE UBC. - - -
i
3" CLR - 1'-0' - 2'-A"
SUMMARY OF STRUCTURAL CONTINUOUS
& PERIODIC SPECIAL INSPECTION
THE INFORMATION PROVIDED BELOW IS A SUMMARY- SEE THE CONSTRUCTION DOCUMENTS FOR
THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS.
NOTES: NOTES:
1. CONCRETE (USC 1701.5.1): DURING THE TAKING OF TEST SPECIMENS AND PLACING OF g SEE GENERAL NOTES DETAIL DRAWING No. C7 8 C8 FOR MATERIAL
SPECIFICA o
REINFORCED CONCRETE. SEE GENERAL NOTES DETAIL DRAWING Ate. C7 8 C8 FOR MATERIAL SPECIFICATIONS,
S 1 4' r Block Ms1 DRAINAGE, AND MISC. DRAINAGE, AND MISC.
2. BOLTS INSTALLED IN CONCRETE (UBC 1701.5.2.): PRIOR TO AND DURING PLACEMENT OF °� C6
Msrtur or a d In Owe 9" 12' Black WON CONCRETE AROUND BOLTS.
RETAINING WALL: 10' -0" D RETAINING WALL: 7 -0" E
Pinielied 3. REINFORCING STEEL (IBC 1701.5.4.): DURING PLACING OF REINFORCING STEEL FOR ALL
Ground file 1bllkd 1110W. CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION.
4. STRUCTURAL MASONRY (IBC 1701.5.7.): AT THE START OF LAYING UNITS, AFTER THE
1 Verkal PAW. PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION,
Top of AND DURING ALL GROUTING OPERATIONS. SUMMARY OF SPECIAL INSPECTION
6notft ffNed block Cob Footkig 1. Concrefe 10. Spray apps fireprooff 13c_ Provide sal compaction
_ 5. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED 2. Molts installed in concrete 11. Deep ibundatiorw (pimp,
leg results, depth of fill,
BY UBC 108. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR INSPECTION BY THE 3. Concrete moment resisting drilled piers & caissons) relolm density,
bearing
BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITH- hat, T B 12 �10°tJe'''f any
:: 4. Reinforcing steel and 13s. Verify soN conditions are 13d. Provide soil expansion test
Horizmtal retell. lhru OUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR iS SUBJECT
2 X 4 prestressing steel substantially in conbmtaixx results, expansion index,
bond boom block ( TO RE- OPENING OR EXPOSURE.
Ss. Weld testing . ductie moment with the soil investigation recommendations for Z
nwrkO
resisting steel frames report fourwitrtions, on grade floor Q
6. THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF THE 5b. AN anxt" welding 13b. Verily that foundation sly design ter each
W
CAP DETAIL KEY DETAIL WORK UNLESS OTHERWISE SPECIFIED. I►>audmg reinforcing steel excavations extend to &"frog site
W
6. High strength bolting proper depth and beaft 14. Special cases (describe) Z
7. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE 7. SlrtjctLlral masonry strata 15. Off site fabrication of
Q
NOTES TYPES OF SPECIAL INSPECTIONS SPECIFIED.
i rr 8. Reinforced gypsum ooicrete building components Z '
1. A = NY 1"6 walls shall be combroCted ub cop, key and 9. Insulating concrete 0 16. Other Structural inspection W
dich delols a shoes herso n. a ' by designer
!
L 4' dbmeter drain may be ferried by Owing a block on i #. 8. IT iS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR
Z 8
INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR PERFORMING ANY WORK THAT No. Description of type of inspection required, bcation, m7wks, etc
Design strength O }
REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL Q RpF ESS 10� 1 CONCRETE FOOTINGS cQ ALL RETAINING WALLS Ic
= 3000 Psi
INSPECTION IS SUBJECT TO REMOVAL AND RECONSTRUCTION. �O !
Revision Dote SAN DIEGO REGIONAL STANDARD DRAWING � 0OWT _ ��Q � SOw7,9 F 7 STRUCTURAL MASOIVRYDETAIL U• 'PERIODIC* f
= 1500 psi ad
y o 0
1 (w ¢ No. ffi104 N
m 139 VERIFY SOi� CONDITIONS ARE iN CONFORMANCE W/ SOILS REPORT 0 �
MASONRY RETAINING WALL 1924° °` Exp. 33 1 - 04 '°
DETAILS FOR «�M R� 13b VERIFY FOUNDATION EXCAVATION EXTEND TO PROPER DEPTH AND BEARING STRATA 18• Q
~
DRAWWdG C - 8 * * 13c PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FiLL, RELATIVE DENSITY, sow
I J'J� C 1 Y{ L �! BEARING VALUES, IF ANY
Of CALX�`'
k
i
i
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT C BBYC DR AW
ND B Y XYGWBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
VERTICAL DATA iS ASSUMED FROM TOPOGRAPHIC PLANS PREPARED UNDER SUPERVISION OF R£COA (ENDED APPROVED GRADING & STRUCTURAL
PLAN FOR
I
S1IRVEY PERFORMED BY SANTA FE VfYS, WC. HORIZONAL DATE 71
NAGY RESIDENCE 7938 -G
MARCH 22002 j
d019 VERTICAL BENCHMARK IS THE CORNER OF A
WATER AIEIER BOX AT THE SOUTHEAST CORNER RCE No. 26404 BY: 11 A BY: 2007 OXFORD A W
OF THE PROPERTY. VERTICAL DATE : 12 DATE: Ljf30 /D 3
RqbERT SOWAR S .03 R.C.E �- ---�T APN. 260 - 384 -43 ,ROB NO. 03- 04 7 DATE : iI /C/03 SHEET 3
OF 3
ELEVATION: 120.76 DATUM. ASSUMED I ENQWffR OF MURK EXP. 3131104
r
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