2002-7670 G (Plans) 6RADM MOTES `
A. GPM 3 ALL AREAS TO BE FILLED 91ALL BE PREPARED 70 BE FILLED AND FILL
ROCK -LINED OP71ON OVER 1. ALL WORK SHALL BE DANE IN ACCORDANCE N7H 11ESE RAN!� THE SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFTCA
IONS ALL
GEOTEXTIL LINING STANDARD SPECIF7CATIOVS FAR PUBLIC OURKS CONSTRUCAAN, THE DESIGN VEGETABLE MATTER AND ODJECRONALEE MA7D?1AL SHALL BE
REMOVED BY
CONSIRUCION STANDARDS OF 114E CITY OF D MWTAS AND THE SAN DIEGO THE CONTRACTOR FROM IHE SURFACE UPON N4K34 THE FILL IS 70 BE
IEGM SWARD LEIV
GRASS OR TURF LINED AREA REGIONAL STANDARD DRAWNGS ANY CHANGES OR RENSIONS PLA LOOSE FXL AAID
GtOCUND THE ALL UVIAL
ED SOBS SHALL REMO VED 70 E ABLE
ANCHORS (?PITON OVER IANDLOK DEPTH OF 6 AND THEN COMPACTED TO A MNNMMUAM OF 90 PERCENT. IT 91ALL
1IEREFRAH SHALL BE APPROVED BY EN OR TO ANY PROPERTY BOUNDARY
TURF REINFORCEMENT REQUEST FAR IN9'ECION. BE THE COLIIRACTAR� RE3PON99UTY 1t1 PUQy SPREAD NEATER AND
(�•) I THE SODS REPORT 17XM 1°RE'LWARY GEOTETiIIN�CAL NVVESAGA BON EASEMENT LANE
PROPOSED MINX? SUBDIVISION PARCELS 1, 2 AND 3 1866 SHERIDAN ROAD COMPACT THE FILL IN STRICT ACCORDANCE KITH SPECF7CA7IANS
OMTA� CAUFORM'A' AND DATED SEPTEMBER A 2000 N ADOION 10 DOSING CONTOUR
,; f . _........_. �......
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FlIV19H GRADE ID
,. . K . -_ -_ A LETTER I1Lm 'CHANGE OF fNGyIVE'ER aF RECDRD' DATED DEOEMIBER 6. 2002 PRODUCE' SMOOTH SLIPFAGES AND UMFORMI
CROSS SEC TIONS nHE SLGDES DOSIING ELEVA x ;7C..,, s :. �.�;
4 12" MIN. - III III = SHALL sE oaysmERED AS A PART aF THIS GRADING PUN ALL GRADING OF EXCAVAnoNS AND O&AAWRVNTS 91ALL
BE SHAPED, PUNTED AND
SHALL BE DANE IN ACCORDANCE NTH 114E RECOMMENDA17ONS AND SPECR7CATIOVS TRIMMED AS DIRECTED BY THE ENGINEER OF WDRK AND LEFT IN
A NEAT AND NEW CONTOUR
- III -I I ( - I I III - CONTAINED IN SAID REPORT AND LETTER ORDERLY CIaID. l ALL SW 007S AND OTHER WASTE MATTER
17350
4 "
; III III -i I I = I - I I I I -I I -► I I I ' I III 3 APPROVAL OF INS PLAN DOES NOT CO 07UT2_ APPROVAL OF 92ES,
�� � D(CA VAIAN OR EMBANKMENT SLGpES IMHICH ARE LIABLE 10 NEW ELE VA Iav
LOCOION AND TYPE CE DRAINAGE A FAC1U NOR OF NIPROVEMENIS
- I I - BECOME LOOSENED 94ALL BE REMOVED AND DISPOSED OF 114E ME ANNE � SWALE
I - II ---1 I III 36 MIN. P/L WAIN SIREET RIGHT -OF WAYS. SEPARATE APPROVALS AND PEW75 FW TOP OF ALL SLOPES SHALL BE ROUNDED
N ACCORDANCE WITH 7HE GRAM
_ 9 THESE SHALL BE REQUIRED IV (. JUNCnON WIN MAPROWNENT PLANS 4. q Ipy (,E ROW
III III I - _ I - III III III III III III III - III I 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF
- 91E GRAOWG.
I I JEE1 I I -I I I I I- III = I I =1 I I I ; I' -III -I I III ' 3 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS
REQUIRED TO 5, ALL TREES, BRUSH GRASS AND OTHER CDJECRONABLE MATERIAL SHALL ;:.. • .
I _ CONCRETE GRASS SWALE CONCRETE PROTECT A044CENT PIRO�RT)E5 DURING GRADING OPERA RONIS ANYTHING BE COLLECTED, PILED OR OTHILRNSE
DISPOSED O F OFF 114E 97E BY THE NEW CONCRETE HARDSCAPE PER PLAN
I II I I I I I , ; .III . , i I I II III I 3 3 I o 1, 3 5' MIN. DAMAGED OR DESTROYED SHALL BE REPLACED
OR REPAARED 70 CODIION CONTRACTOR SO AS 70 LEAVE THE AREAS THAT HAMS BEEN CLEARED WTH A LINED DRAINAGE DITCH DETAIL APPROVAL
- f f -1 P I -III - 2-- 66.. DEVELOPER 91 BE RESPOHSBLE THAT ANY MONUMENT OR BENCH OF LOC 71 DENS FILLSHALL CURED � THE
�S ENGINEER
T YP /CAL LINED DRAINAGE D/ TCH - I = 5� _ = 5X REPLACED BY A
= ___ I MARK NMCH IS DISAMS OR DESTROYED SHALL BE RE-ESTABLISHED MO AND CITY Doom PRIOR TO W DISPOSAL OF ANY SUCH MA TERIAL
!RA VEL BAGS DETAIL Ir
A I I( III - ) I I I I I 1 1- 1 1 1 -1 II I I' REGISTERED CIVIL DKNIEER OR A LICENSED LAND a LANDS
SILT FENCE DETAIL r
SEE - SYARVEYOR.
NO SCALE - III - ) I I III I I ( III I I S 7. THE CGVMAC70R SHALL DE9GK CONSTRUCT AND MAINTAIN ALL SAFETY
,. ALL SLOPES SHALL BE PLANTED AlD NRRDAIED N ACCORDANI(E NTH STABNJ2ED CMSMUC71ON EN7RANC,E DETAIL r
NOTES. • ' I -III -� I I -I I III NO 7E 2 DEVXEs� INCLUDING SHORING, AND SHALL BE WS PON98LE FAR PUNS APPROVED BY THE
CITY ENGINEER. PUNS 91ALL CONFORM TO THE
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. I SHEET 2 COVFORMMG TO ALL LOCAL., ST47E AND FEDERAL SAFETY AND HEALTH CITY
OF DCNITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
STANDARDS LAOS AND REG(" IONS NRRIGA IAN STANDARDS
2. FOR ROCK -LINED OPTION, INSTALL GEOTEX *VVEN a GRADING AND EQUIPMENT OPERA TING WTHIN ONE -HALF (1/2) MICE OF A 2 FINISH GRADING
AND PLANING SHALL BE ACCOIMPUSTED ON ALL SLOPES
MONOF7LAMENT GEOTEX (NO. 117E OR EQUAL) CONCRETE RIBBON DRIVEWAY STRUCXW FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6ETNEEIN 70 OCTOBER
1 OR AAIMA TEL Y UPON CONPLEIGW OF ANY SLOPES
,3 FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRY 450 THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND
OMNER� G�RIIFTCAIE
TURF REINFORCEMENT MAT. OE pn, REcomm H"A GRADED BETWEDN t)CTt716ER i AND APRIL 15
NO SCALE 9 NO GRADING OPERATIONS SHALL COMMENCE MIX A PREG RAOMG E CPO" omm I (WE) HEREBY CER77FY THAT A REGISTERED
SOILS
4' PVC PIPE FOR DRAINAGE MEETING HAS BEEN MELD OV97E NTH THE FOLLOWNG PEOPLE PRESENT: ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE
CITY #47ECTUR, CM ENGINEER, SAES ENGINEER, GRADING CONTRACTOR 1. IN CASE EMERGENCY MW IS REQUIRED, CONTACT OW O LSON AT
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
OFFENDING ON FEUD CONDITIONS AND PERAITTIE 7HE PREGRADE AEf11HG 91AU BE SCHEDULED NTH IHE (760) 753 -1316. AND ADVISE
ON THE COMPACTION AND STABILITY OF
CITY AT LEAST 46 HOURS IN ADVANCE BY GALLIC (760) 63.3 - 2770. Z EQUIPMENT AND Wa%*IRS FOR EMERGENCY NGIRK SHALL BE MADE
THE SI TE.
10. PRIOR TO HAULING DIRT OR OONS7RUCION MATERIALS TO ANY AVAILABLE AT ALL TIES DURING THE RAINY SEASON. ALL NECESSARY
PROPOSED CONSMC77ON SITE WTHTN INS PROJECT THE DEVELOPER MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA IONS TO
V • _V DA TE: `7- « • � L
SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGNEER FOR FACLITATE RAPID CONSTRUCnON OF TEMPORARY DEVICES WHEN RAIN IS
- --
THE PROPOSED HALE ROUTE THE DEVELOPER SHALL COMPLY NTH ALL IMMINENT. S /GNA T E ---
CO7NDVn0NS AND REQUIREMENTS THE CITY ENGINEER MAY NMIPOSE NTH 3 DEICES SHOW ON PUNS SHALL NOT BE MOVED OR MODIFIED NTHOUT
THE APPROVAL OF THE ENGINEERMG NSPECMR
I III- 11. UPON RNAL COMOLETIAN OF THE PORK UNDER TIE GRADING PERMIT BUT 4. THE CONTRACTOR 94ALL RESTORE ALL ERD9DN CONTROL
DEVICES TO
i
WAN FABRIC GPAVELBA6 - i �- REGARDS TO 114E HAULM OPERA ION WORKING ORDER TO 7HE SA IISFAC71OI OF THE CITY DW)NEER AFTER EACH
PRIOR 10 FINAL APPROVAL M0101? FINAL RELEASE OF SECURITY,
AN AS- GRADED CERTiFICAION 91ALL BE PROMS STATING 'THE GRADING RUN - OFF PR(DUCW RAINFALL
TYPICAL INLET PROTECTION UNDER PERMIT NO.7670 -G HAS BEN PERFORMED M 5 THE CONTRACTOR 91ALL INSTALL ADD17TONAL EROSION CONTROL
SUBSTANTIAL CONFORMANCE 1117H 1H 114E APPROVED QRADIHG PLAN OR AS ACASURES AS MAY BE REQUIRED BY IME CITY ENGINEER DUE 70
PERA6m. Z
B BO PLACE
NO SCALE SHONN ON THE ATTACHED AS - GRADED PUN . THIS STATEMENT SHALL BE UWCOM1 LED GRADING OPEERA ION OR UNFORESEEN CIRCUIISTANGES
F owo BY TFE DATE AND 9GNA TURF OF 114E CITE ENGINEER NHO NNC•1 MAY ARISE ENCINI TAS, CA 92024
CERTIFIES SUCH GRADING OPERA ION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND 91ALL TAKE NECESSARY 760-753-1316
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
WOUNDED WATERS CREAIE A HAZARDOUS CAN 71
1. SET POSTS AND EXCAVATE A 2. STAPLE WRE FENCING TO 1 �E EXSIEIVCE AND LOCATION OF U►IDERti�ROUND U1LIlY PIPES AND Z ALL EROSION
CONTROL AEASURES PROVIDED PER 114E APPROVED
4 BY 4 IN (10 BY 10 CAF) THE POSTS STRUCTURES SHOMN ON THIESE PUNS MERE OBTAINED 8r A SEARCH OF GRADING PUN SHALL BE NCARPOIRA
TED HEREON. LEM � PARCEL Z PARCEL MAP 18745
TRENCH UPSLOPE FROM AND AVAILABLE RECORDS 70 7HE BEST OF OUR KNOWLEDGE THERE ARE NO 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MUST ARAN AWAY
ALONG THE LINE OF POSTS
EXISTING UT1l/71ES EXCEPT AS SHOW ON THESE PLAN$ HOMEVER: fR(Ntl THE FACE OF SLOPE AT THE CONCLUSION OF EACH PORK DAL:
9. ALL REMOVABLE PROTECTIVE DEVICES SHONN SHALL BE N PLACE AT 114E ASZSM FARM NWM 216 05J -
THE CONTRACTOR 6 REQUIRED M TAKE DUE PRECAUTIONARY MEASURES END OF EACH NARKING DAY W ETV THE RW (5) DAY RAN PROBABILITY
1D PROTECT ANY DOSING UIIIIES OR STRUCTURES LOCAIS AT THE FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL
�- PORK SITE. IT /S THE COLIIRACTUR'S W PANSOUTY TO CONTACT THE BE REMOVED AFTER EACH RAINFALL
FOiLLOWNG OMWERS OF SAD UTUIIES OR STRUCTURES PRIOR TO ANY iQ SHOULD tERMINA17ON OF HYDROSEEDED SLOPES FAX TO PROVMDE
V VA 710K VERIFICATION AND LOCH ION OF U71LI71ES AND M0IRCAIIOV EFFECTV£ COVERAGE O" GRADED SLOPES (SOIL COVERAGE) PRIOR >n
D
OF CONOIENCEMENT OF Mt7RK. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED NIH PtWCHED STRAW
INSTALLED N ACCORDANCE NTH SECTION 35.023 OF THE ER09M AND
CARDIFF 4 IN (10 GILT) STAN DECO GA TA T TA ELECTRIC 1- 800 - 4224133 NNE CO
710N. HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
WATER (SAN DIEGE#70 WATER DISTRICT) 1- 760 -153 -6466
.1 ATTACH THE FILTER FABRIC TO 4. SAa(FILL AND COMPACT THE PACIFIC BELL 1- 800 - 422 -4133
THE WRE FENCE AND EXTEND IT EXCAVATED SOIL AVE' CABLE TV MIMENSION CABLE SERVICES) 1 -LEO- 422 -4133 L MAMADOU S
DALLO, A REGISTERED CIVIL EWGNEER IN TIE STATE OF
INTO THE TRENCH. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 114E FIELD OF APPLIED SOIL
LA C 2 Comm SHALL NOTILY THE CITY ENGINNr n OEF)C.E 48 HOURS MECHM= HEREBY CERTIFY )HAT A S44R MG AND STUDY OF THE SOILS
PRIOR TO BE INNMG ANY NORK ON THIS PROJECT. PHONE (760) 633 -2770 CONDITIONS PREVALENT NIH'IN THIS 97E WAS MADE BY COAST
GEOTE(.OVI &
ON THE DATE OF SEPTEMBER A 2000. EAST COUNTY SOr CONSUL TA ION
W. �/� N DREW - 3 IW CONTRACTOR SHALL GIVE 24 WAS N0I(C£ ON CALLS FOR AND &GINEERMG,
AGREE NTH ALL OF W DATA, RECOMMENDA10A
III I FILTER FABRIC �1! A = N9PECIOH. PI40ME (760) 6J3 - ?770 ALL Mt7RN' PERFORMED NIHOUT U@C SEISMIC DESIGN
PARAMETERS IN OUR LETTER WILED CHANGE OF
AND CONCLUSIONS IN INNS REPORT N7H THE EXCEPTION OF THE 1997
III = A
N
m BENERr OF NVSPECIOV WKL BE SUBJECT TO RE ECTION AND REMOVAL.
MARE ENGINEER OF RECORD DATED 121`151M ONE CQIIPLETE COPY OF 714E SOS REPORT
.1 I I-1 11=1 I 1 =1 I I _I I Ed I F_ HWY Z COMPILED FROM THIS STUDY, N7H A COPY OF 7HE AFORDIEN71OVED LETTER
I I minim I ►a i l� 101 SI TE 1 � 1 � G HAs saN sum no To 7w OFFICE OF THE p7r
� =1 I M I 1 =1 11=1 I 1 =1 I IIM I I-1 I I
tl I�Ir I��, Z - ENGINEER FURTHERMaRE, 1 HAVE R£vIEMED THESE t�tADM PLANS MD I
_ ' '
- 1 = 11 i II I�I C 1. ALL GUDNG BULL BE INSPECTED AND TESTED BY A QUALM SOILS
ENGIN CERTIFY THE RECONIMENDAIIONS AMGLUOED IN lFE SOLIDS REPORT AND SAID LETTER
1 = ' EER OR UN M IS DIRECTION. HE SHALL INSPECT T T
AND TEST
n DO FOR THIS PROJECT HAVE BEEN INCORPORATED N TH GRADING PUNS AND
Z C(IIPACIION OF IREIVC PLACEMEN
SUBMIT SANS REPOR AS RE QUIRED SGIVED CA I(XVS
,�^�
TYP ICAL SILT FENCE AND NLL DETERMINE THE SUITANJTY OF ANY FILL MATERIAL. UPON RCE NQ: C 0 S y V T I �'
Q ppFESSj
O
CAi1PLEION OF GIPADING (FERN TIONIS 114E SHALL STATE THAT IN9PECIONS EXP DATE:• / t - 31 - 0 3
C 001 S. I
NO SCALE AND TESTS HERE MADE BY W OR DANDER NS SUPERVISION AND THAT IN FNS EAST CO LINTY SOIL CONSULTATION AND ENGINEERING,, /NC
RE" NM
RIGHT- OPTION, ALL ENSANKMENTS AND EXCAV471O7NS WERE CONSTRUCTED IN 10925 HARTLEY ROAD, SUITE 1 n
OF -WAY ACCOACCORDANCE NTH lHE APPROVED GRADING PLANS AND )HAT ALL SANIEE; CALAFDRNIA 92071 No. CO540 ,
Ems. �s -��_.
1. EAR1NNnRK QUANTITIES
EMINANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR )HEIR INTENDED (619) 258 -7901 � � * (EN TIRE
, e USE FAX (619) 258 -790?
IN �1.I111 �+n, II I � �/�i� RAIM OF RE90VME CHARGE ' C'V� �P CUT 190 CY
�A
N. T.S Z THE CONTRACTOR 94ALL PROPERLY GRADE ALL EXCAVATED SURFACES TO \ CAVE FILL: 190 CY DPW = 0
_ _ PROVIDE POSnVf DRAINAGE AND PREI�EIVT POINTING OF WATER HE SHALL I HEREBY DECLARE )HAT 1 AM THE ENGINEER OF MW FOR IBIS PROJECT,
2. STEEPEST EXISTING SLOPE INHERE 7W PROPOSED GRADAVG 1S TO OCCUR
MIN. CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES THAT I HAVE DERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
IHf
� OFILE 1.5 "/ CRUSHED OR TO FINISHED MARK ON 714E 9TH- AND SHALL TAKE REMEDIAL MEASURES PROJECT AS DEFINED IN SECTION 6703 OF
THE BUSNESS AND PROFESSIONS IS 4z
ROCK TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTO SUCH 7W AS M AND THAT THE DESIGN IS CONSISTEN T NTH CURRENT STANDARDS J
MAXIMUM VERTICAL OD°1H OF CUT I5 1.1 FEET L1INDER Bl/1tOVNG
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. I UNDERSTAND WHAT THE CECIL OF P ROJECT DRA RINGS AND FOOTPRINT.
EXISTING GROUND AND DOES NOT B
RELIEVE ME AS ENGINEER OF WURK,O MY RESPOIV991LIT1ES MAXIMUM VERTICAL DEPTH OF FILL 1.S 25 HEFT UNDER BUILDII� ft707PRAV1
PUBLIC RIGHT-OF-WAY
50' kW FOR PROTECT DE9GTV. 4. VOLUME OF CUT A4812FT s Z t cj
go s�
SAMPO f�NGMEERM� W. AREA OF OUT 9,8161 FT L.6 FEET MACE DIEM OF CUT - �
00% ° ° 0 274 RODNEY A VE K s .1996 14 ° % �°
ENpIVITAS� CA 92024 AREA OF FILL 7,2255 FT 2 Q6 FEET AVERAGE DEPTH OF FILL � _ W
° zv
PUN oQPOFES$/ p o DATE /Z' ►3 - OZ W z`
� VINCENT L SAMPO RCE 44173 Z
PROVIDE APPROPRIATE TRANSITION 0
BETWEEN STABILIZED CONSTRUCTION CIO , 0 y0 Z 8
ENTRANCE AND PUBLIC RIGHT -OF- ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT W N o. 44173 m w
WA Y cc Exp:6 -30-OS
*
2 lo
w
TYPICAL STABILIZED - v
f � � CN11. `� Q J
NO SCALE D �.J L OTJ� -�' oL OF CA
� �
CONSTRUCTION ENTRANCE GNA TURE A SGINA DATE
S/GNA TUBE DFIRES TW YEARs n?cmDA TE SI GNED
REVISIONS APPROVED DATE REFERENCES DAIS BENCH MARK SCALE COMMUNITY DEVELOPMENT DEM
vts sr DRAW 8Y _ ___QVCKgy_ _ APPROVALS CITY OF EN C I N I TAS ENGINEERING DEPARTMENT DRAWING
NO.
THE BENCHMARK FOR 714E CONTOURS SHOWN ON HORIZONTAL ;BAN£
OL S /-\ / PLMS PREPARED UNDER SUPERWSION OF RECOMMENDED APPROVED GRADING & EROSION CONTROL PLAN FOR
�
THIS PLAN IS THE FLOWLINE of SEWER MANHOLE DATE: / 27 / 3-08 OLSON RESIDENCE 76 70 - G
NO. 7 PER SHEET 4, DWG. NO. 559, LCWD VERTICAL • NONE
R.O.E. NO.: 44173 263 ANDREW AVENUE
EL_EVA ION: 79.50 DATUM: MSL WNCENT L SAMPO BY BY: PARCEL 2, PM 18745
90VARwff DATE WOW �°• DATE : DAVE : /* -/50 0- APN: 216 - 053 -64 PC 02 -120 SHEET 1 OF 2
JOB 140. 02 -134 DATE :12111102
DRAW Or PRY
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SPE NOTES.
6-4
1. PRIOR TO CO"IUCTION, THE "ON-MA C TOR ENTRANCE IS ROCOMMENDED ALONG A POR77ON
SHALL OBTAIN AN-1- t PERMJ
OF THE
ALL WORK TO BE PERF PUBLIC --.,-AND VEHICLE TRAMC OCCURS, AND AS SHOWN
DETAIL V SHOWN ON
CONSTRUCTION
THE CONCR&t DRIVEWAY CROSS-SECTION
_�HY AND PROPERTY i
ENGINEM-- -VALUE TESTS. THE 5. THE TOP06WA
PREPAR6D BY RESOURCE DEVELOPMENT
MINIMUM DRIVtWAY SECTION SSHALL BE NOT LESS AS SHOWN HEREON WERE BASED ON A FIELD
THAN 5" P.C.C. OVE"'R' -GLASS // BASE UNLESS SURVEY
0 10 20 THE SOIL ENGINEER INDICA �tS -OTHER WSE. CORPORA 77ON ON 7116199. THE ENGINEER OF
REINFORCEMENT AND JOINT5 PER OR WORK ASSUMES N 0 RESPONSIBIL/ TY FOR THE
ACCURAC
J. CONCRETE SIDEWALKS AND PA770S SHALL NOT ___,6. EXIS71NG EAS61ENTS SHOWN HEREON WERE
BE LESS THAN 4"P.C.C. OVER 4 CL b1?7AWCD FROM A PRELIMINARY TITLE REPORT
y SOIL Fn�ST AMERICAN TITLE INSURANCE
ENGINEER PRIOR TO CONSTRUCTION. N AND OA,4PAN Y DATED 9- -2000 AS ORDER NO.
,REINFORCEMENT PER STRUCTURAL OR SOIL 1246629-22.
5' STREET Z ROOF DRAINS TO DISCHARGE ONTO
LANDSCAPE AREA FOR BEST MANAGEMENT
PAW 18745 PRACTICE
PROPERTY LINE
E WAIT-,
P.O.C. POTABLE
...................... ..........
SCRO 1 -ND WA TER
GRASS OR
LANDSCAPE SWALE
+ 7+
LA
AND STORM WA TER H.P.
CLEANSING AREA
TEMPORARY 4�T G AREA
FENCE AND STORM WATER
eA TER
TA SERWCE TO
PORCH
MAIN
RESIDENCE PAD 73.5 +
N 40
to 80.40
(L \X-16 1 1 - -GUEST HOUSE
PAD 79.8
ix
Q.
POOL AREA
Lai
-L -Y 85,475 +
OF EXS77NG SEWER PhIOR (B Y
TO CONSTRUCT110N
La FF 81.00 a/ OTHERS OINT[ \80.30 GARAGE
PAD 79.5
ill
�Ea FLOOR
LATERAL Ar%
NO GOONG 8610,
;-p CUIFANOIJ IF + L L
G 6iEMEN T . ......... 4 SEWER %.. * '. ., 7
GRANTED TO THE GF 80.20
COUNTY OF SAN DIEGO
FOR PUBLIC ROAD WA Y
PURPOSES RECORDED ji!
10-30-28 IN BOOK 1539, -PORCH
LLI
LLL
LL
A Jx 71� z ;lo Z . X
PUBLIC RIGHT-OF-WA 76 LL Zfl/ SS INFILLI 4. 7
LL,
L t CnNCRETEXP��360N DRI VEWA Y
PER THE DEVELOPER OF LLL
CASE NO.: 02-12
AND IN CONFORMANCE
MTH THE MODIFIED
X 50' TEMPORARY TEMPORARY
CONDITIONS OF APPROVAL.
TEMPORARY SILT TRAMC RATED
STABILIZED CONSTRUC71ON
ENTRANCE PER DETAIL ID' FENCE PER GRASS-CRETE OR
GRASS-CRE7E OR GRASS-CR&E-OR DETAIL I S' SPA CE"111111"..,
DETAIL 'C' TURF BLOCK
TURF BLOCK TURF BLOCK ±50' APART THE
LENGTH OF
DRIVE WA Y OU
CL
LOCA VON
EXISTING
INDICATES GRASS OR LANDSCAPED STORY WA TER
- AREA TO BE PRIVATELY MAINTAINED
'\EXISTING 8 MAIN A NOT MODIFIED MTHOUT OBTAINING A PERA41 T EXIS TING
0 SE *ER
FROJW THE CITY OF ENCINITAS RETA/NING WALL
PER DETAIL 'A' LIJ
Lu
INDICATES AREA OF TEMPORARY STA
CONSTRUCTION ENTRANCE PER DETAIL
SCALE DEM BY- 7CHE By w-s APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK ftMS PffPAffD UMER SUPRW,90N OF RECOMWE00 APPROWD GRADING & EROSION CON7ROL
PLAN FOR
THE BENCHMARK FOR THE CONTOURS SHOKW ON . IS-13-oz OLSON RESIDENCE 76 70- G
THIS PLAN IS THE FLOKINE OF SEWER MANHOLE DA 7E
NO. 7 PER SHEET 4, DWG. NO. 559, LC* R.CE NO.: 4417J 01 263 ANDREW AVENUE
BY: BY: PARCEL 2, PA4 18745
ELEVATION: 79.50 DA TUA,4: USL WNCEN T L S4MPO DOD. DA7E: DA7E I lWaS eZ &2..— APN: 216-053-64 PC 02-120 FSHEET2
OF 2
EWMEER OF WORK
LINE
DRAW BY' WM
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