1999-6136 G (Plans) WORK TO BE DONE
A. GENERAL A. GRADING E. HYDROSEED OWNER'S CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1. HYDROSEEDING
SHALL BE APPLIED TO ALL SLOPES THAT ARE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SOILS ENGINEER OR UNDER HIS / HER DIRECTION. HE / SHE GRADED 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND ARE: AND
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED a. THREE FEET OR MORE
IN HEIGHT IN FILL AREAS.
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
2. THE SOILS REPORT TITLED: PROJ. N0. 99-11486 LTD SITF INVFSTI( ATI(lN UPON COMPLETION OF GRADING OPERATIONS HE / SHE SHALL b. 5
FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM / HER IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT P�as�l`"�
DATE: a! I�
PROPOSED SINGLE FAMILY A.RESIDENCES,
PR N R 2959---LONE JACK ROAD. OR UNDER HIS / HER SUPERVISION AND THAT IN HIS/HER OPINION CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY HELEN BETON, INC., A CALIFORNIA CORPORATION
CITY OF ENCINITA CALIFORNIA. PREPARED BY EAST COUNTY TETING & LAB ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ENGINEER. 41
40 PORTILLA PLACE
DATED JULY 03.1999 SHALL BE CONSIDERED AS A PART OF ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL CARDIFF,
CA. 92007
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 2. IRRIGATION SHALL
MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN INTENDED USE.
SAID REPORT. THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. SOILS
ENGINEER'S CERTIFICATE
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS HE / SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO 1. SEED MIX SHALL
CONSIST OF NO LESS THAN:
WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND a. 20 LBS. PER ACRE
OF ROSE CLOVER I,MAMADQtA DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY b. 20 LBS. PER
ACRE OF ZORRO FESCUE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
PLANS. GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
EROSION CONTROL MEASURES HAVE BEEN INSTALLED. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA PREVALENT WITHIN THIS SITE
WAS �v1 Y ME OR UNDER 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE e. 3 LBS. PER ACRE OF ALYSSUM (CARPET
OF SNOW) BETWEEN THE DATES F 3 AND d
GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND f. 1/2 LB. PER ACRE OF DIMORPHOLECA ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE WITH
MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIIONS REQUIRED ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE OMITTED ON LOCATIONS
WHERE THE AREA BEING
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS STREET OR RESIDENTIAL
STRUCTURES. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
TO CONDITION EXISTING PRIOR TO GRADING. SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE h. ITEM a OF THIS SUBSECTION
MUST BE INOCULATED SPECIFICATIONS.
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE EITHER BY DRILLING
OR BROADCASTING BEFORE
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND HYDROSEEDING.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. i. ALL SEED MATERIALS
SHALL BE TRANSPORTED TO THE SIGNED: S al cu A-4� Q� ®
A LICENSED LAND SURVEYOR. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA ev`- U S® <"
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION RCE
NO.: C Sy 0 "71 `=
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS TAG ATTACHED T0, OR
PRINTED ON SAID CONTAINERS. W Pb.0054W1 ° �)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL j. NONATTACHE TOXIC
WELTING AGENTS MAY BE ADDED S.
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER EXP.
DATE: [ Z- 31 - 0-3
Exp,Iz-3t-a3
THE RACTOSEEDED SLURRY AT THE DISCRETION OF THE �1
HEALTH STANDARDS, LAWS AND REGULATIONS. OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL CONTRACTOR.
STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION �OF CALF®'
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED 2. TYPE 1 MULCH
APPLIED AT THE RATE OF NO LESS THAN 2,000
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL LBS. PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ALL OR PART, FOR HYDRAULICALLY
APPLIED FIBER MATERIAL.
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ORDINANCE. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY 9. NO GRADING
OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL STRAW INTO SP
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE ENGINEER OF WORK'S CERTIFICATE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 3. FERTILIZER
CONSISTING OF AMMONIUM SULFATE, 16-20-0, I, HOSSEIN ZOMORRODI HEREBY DECLARE THAT I AM THE
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM WITH 15% SULPHUR APPLIED
AT THE RATE OF 500 LBS. ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL PER ACRE.
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF
ADVANCE BY CALLING (760) 633-2770. BE SECURED FROM THE SOIL ENGINEER AND CITY ENGINEER PRIOR THE BUSINESS AND PROFESSIONS
CODE, AND THE DESIGN IS CONSISTENT WITH
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
TO THE DISPOSAL OF ANY SUCH MATERIAL. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO CURRENT STANDARDS .
HYDROSEEDING BY: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
AND DOES
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER D. EROSION CONTROL 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR
A PONSIBILITIES FOR PROJECT DESIGN. P
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY COMBINATION OF: NOT RELIEVE ME
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY
IMPOSE WITH REGARDS TO THE HAULING OPERATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT AT 61 350-9337. SIGNED MOHAMMAD AT FI a.
TRACK WALKING SLOPES STEEPER THAN 6:1 DATE l- •L 00
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a"
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ABOVE. R.C.E.
N0. 43235 EXP, 3-31-00
OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 2. CONDITIONING THE
SOILS SO THAT IT IS SUITABLE FOR Q !,
STATING: "THE GRADING UNDER PERMIT NO. 6136-GR MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS PLANTING BY: FIRM
DGB SURVEY & MAPPING
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- RAIN IS IMMINENT. ADDRESS 837 EAST J STREET a. ADJUSTING
THE SURFACE SOIL MOISTURE TO PROVIDE A
GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DAMP BUT NOT SATURATED SEED BED. CA 91910
, 01
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED b. THE ADDITION
OF SOIL AMENDMENTS, PH ADJUSTMENT, CHULA VISTA
GRADING OPERATION. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. LEACHING OR COVERING SALINE SOLIS TO PROVIDE VIABLE TELEPHONE
_(619) 421-3042 `5
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES CONDITIONS FOR GROWTH. (�
B. NOTIFICATIONS TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
o
AFTER EACH RUN-OFF PRODUCING RAINFALL. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
1. AREAS WHERE HYDROSEEDING IS PERMANENT LANDSCAPING, UNTIL
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL THE PROJECT IS
COMPLETED AND ALL SECURITY RELEASED.
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
a
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES a ?jk0FEsS/
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE WHICH MAY ARISE. RANCHO ENCINITAS NR/
PLANS, HOWEVER: vi '��N Zoe l� RgNo
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE m° oy� 'P�
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS =
23s
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITIION. No.43 �9
LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS'S EARTHWORK: EXP 3-31-00 �3r H Sr r
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED `�yr
CIVIL JACK
`p F aN� oe� AMINO _ a
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR GRADING PLANS SHALL BE INCORPORATED HEREON. F a
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATIONS OF CUT = 2,600 C.Y. Cyp
OF CAL%f �o RANY HAW FARMS RD
OLNEN p
COMMENCEMENT OF WORK: 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FILL = 2,500 C.Y. uVEN
d
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. r
REMEDIAL GRADING = 4,0001 C.Y. ° _ SITE m E
= a
a. SEWERS: CARDIFF SANITATION DISTRICT (760) 633-2770 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE SHRINKAGE 4% � = 100
C.Y. CoNf SAC o VIA DE
b. GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC (800) 422-4133 PROBABILITY FORECAST T EOXCEEDS D FORTYEPERCENTVE (5) DAY RAIN K
cAeNV�C
(40%). SILT IMPORT/EXPORT = 0 C.Y.
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. W o
C. WATER: OLIVENHAIN MUNICIPAL DIST. (760) 753-6466 oA^+lNO a
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE DEL B a
d. TELEPHONE: PACIFIC BELL (800) 489-3441 EFFECTIVE COVERAGE OF GRADED SLOPES Q NoRre ' C
(90% COVERAGE) PRIOR � � a cc !
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
e. CABLE TV: COX COMMUNICATIONS (619) 322-0405 STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF N
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS CALIFORNIA DEPARTMENT OF CONSERVATION.
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: SITE DESCRIPTION:
(760) 633-2770. APN: 264-160-44 & 49 VICINITY MAP Q
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR (�
INSPECTION. PHONE: (760) 633-2770. LEGAL DESCRIPTION: A PORTION OF BLOCK 88, NOT TO SCALE
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE OLIVENHAIN COLONY, MAP NO. 326
SUBJECT TO REJECTION AND REMOVAL. V
c
COMMUNITY DEPARTMENT ENCINITAS FIRE DEPT. CARDIFF SANITATION DISTRICT
REVIEWED BY: REVIEWED BY: REVIEWED BY:
Ld
Q
_ z
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE OUVENHM lf+l[TN MAL WATER DIST.
DESIGNED BY DRAWN BY CHECKED BY CI'I'g OgC 'I' ENGINEERING DEPARTMENT. DRAWING NO. �' �z
DB GB DB HZ APPROVAL
rr�"S •L 0 3 . 2.0'1 REVIEWED BY. GRADING PLANS FOR: W
DESCRIPTION. OC-0073 CHIS SO TOP HDWL " , PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED Lil
MARKED WI7H STEEL POST HORIZONTAL 1 =10
LOCATION.SW COR /NT EL CAM/NO DEL NOR7F & DATE: I' -00 BY: BY: LLJ
SANTA A RD. 23 FT W RHO SANTA FE & 60 FT 1'2s oo 2959 LONE JACK ROAD 6136-G z z
S EL CAM/NO DEL NORTE CIL VERTICAL NONE DATE R.C.E. NO. 43235 O
ELEVATION: 119.476 DATUM: U.S.C. & G.S VALID FOR 2 YEARS FROM DATE OF SIGNATUR HOSSEIN ZOMORROpI EXP.Z-S _Oa DATE: 211410 DATE: ki-rl -i9D
Z Z
99-0294
WORK PROJECT N0. SHEET 1 dF 3 Ld a-
1` L --- Y 90E
'KdY > 769.35 SL 1 FORT]Ul\l LOT 88 LEGEND
—
\
EXISTING CONTOURS L—
PROPOSED CONTOURS 250
111
PROPERTY LINE --
t x }
\ I l(, ''S \6+N .'a E a I ` \ .,,. i i i s .-: {"°'.{ \ `f
\� 5 4\%'s 5 �; 4 '` ,. `•$ '\" S I ;, % ,/� 1 '` F'` 1i GARAGE FLOOR
G.F. '
i DIRECTION OF FLOW / EARTH SWALE
i \ ?
C \ CONC. DRIVEWAY
C' \ N / \ } (' (' \ w
JLl I �l Jrl�Jl 1 C,�I Jl 1 l �' RETAINING WALL (RSD C-4)
AP l�10' 3k6 `z) 0 12" GRATED TRENCH DRAIN (PVT) (BROOKS OR EQUAL)C1=rTrT= ILI
) J =I
1 t b
J
\ I �� i I } y_ `' x 1 3 h 12" CATCH BASIN (PVT.) (NDS OR EQUAL)
, �\ n <
STORM DRAIN PIPE (PVC)
\ I `F\ {, RIP RAP (D-40)
\ I eY s\� \ �t { \�a t € I t 4 \ G { ' t, �I 'f DAYLIGHT LINE CUT
- //-
\\ SCALE:1 :=40' &J-�� � �`,\ , ` , { I ` x CL 13TH STREET FILL
\ j ,
\ I a '14i % (VACATED) SEWER LATERAL S
\ ` rl f t i € � 7� s ? `? ' i ' i J ', j x ' i SANDBAGS
.:1 7.65' ° k� HYDROSEED
z 50 p£e
, - �:` w t ` S •t A � . L N 1SOB19' E 04.84 �^- �' ;Ff=; �
�'�'°
\ ;
PAD �.`• A 5;
� �J1 H I L € 1 4.5.1 ?
I I 1 I J 11{ t 0 l�l I 0 I I V E A 111\1
EARTH SWALE/BERM
1poEiT ! BE it NO SCALE
10 : PRIVATE SEWER EASEMENT FOR THE BENEFIT SUB. BDRY., Q OR _ I 4'
\ 1 1 g I OF JPARCEL "A" AS GRANTED PER DEED REC. TOP OF SLOPE '1
1 E�EMENIT FOR ACCESS AND UTILITY PURPOSES FOR ' AS DOC. N0. 2000-0030511 O.R.
r'r " " 1 1 1 1/ 0/2000
J Jul ( J I TFIE BENEFIT ( F PARCEL A AS, GRANTED PER DEE
RE C. 120/2000 AS DOC.I NO. 000;0030511, O.R
# 1 WESTERLY LINE I
\ € i EXIST. FENCE TO RE�AIN a I 1� It i i { f a E # ! # EAS ERLY 190'
�� i 12"
wi, PROTECTN PIECE I I I
I i c J s t t f' �' s I OF LOT 88 a "1 � ';'„ r PAD
,F ; � ' 1 � } N 1 4'06 24 ;E 769 35 � '.
_ - i�'I� --� 'y - —�—�- —
O ? i � x { - - ;_ -` - - -' -- - - -- 1 1 APP X. LOCATION OF E
�a SEkfER LATERAL (FIELD VE� ,
j` TYPICAL EARTH BERM
RIP RAP r NO SCALE
\ rr= if
T 16 °# 2: ` - g r�. k U F ff"
CONC. DRIVEWAY
CONSTRU EXIST. GROUND '
PER RSD G}\14 �� o } �_ gyp?, iF \PARtC E L
\ 'ti.
moo. _ " \\ . u ,. tl, i ' . , �DIV. PLAT 264— 60— � 122' " o s1 ;€ MIN
p a )4 15 , -24_"7 o V I l d 1
PROP SED 1 CATIO _ - v i
OF AILBQXES ° ', v , E 6 4 '67 I SEWER LAT R/FL 1 l CALL PER
ca. s ' IST. FE CE TO t I FOR PARCEL 8 00 1
D� MAX. NG 5'-4. P 20a
BE, REM D =� a
\ _ �`, t, , j ° Z EARTH SWALE 2, 8.
E o ° / / `° ' t i ' �1 ', g. \I 0.3' MIN. 2. pp��
L REFS�� 1D Ski UBS TO�aBE V 1 t 1 i " �g '{ l,_ 12" MAX. V
( 2¢ �'` `". 0 \ '{ t % i 3'
�, �AR v10 D 'ADJACENT'[0 STRE f � 1 t k I $x re �r (� u
^ �� p ``` `t ` . .�'S` xij 3 ZS 1 4 A �1 t� SECTION A—A a
CC) \ 2� i ;. ,. "t : M NO SCALE
,.f'�.`t {. \w ys`„ `' \ `v:v. \ i``�. ` "'.E *• £'�"� g .'�._ l```.. '° '1 ; 1 '° %c. i 1
` I F i
`` ¢ {{ 2 2%
\ C� G c 1 \ 1 \ O i X
Ilk \ s ?' w i t
Z
9 �(° 9 \ \ � /k - CEO s { - { \ '`{ i � 1i _ \ ?� s� I I .O� f
EXIST. GROUND STRUCTURAL SECTION
\r F �� , _ t � \ I0 1 g, l
\lJJ �F \ 0\ yF f� ea \ O , q p a 1 PER SOILS REPORT REf. WALL PER
-(DI G64 l 60 { fi" PCC 4" BASE
\�\�SF\ \ 9�\ �OyF 4 ' ./ G a 4 '� i i '' i I K fi \ 1 70.3 ttl 1 $ ULA1 it
MAX. NL 2.7' a�
/ F1' F ! \ > '. 1 \ to V ) RSD C-4
�~ \ "'✓ \ spa . 4 � 1\t l ''..''';. �. ,f$ �v k \ \ t x ' ti !!
I �� \
,7,> \ , \ O� `V�7'o '° ` \' {\ 4 \ ''1 ', ` _ `\ �i I 11 f vl SECTION
J,B—B„
\ \ \ ��\iy�° �l 1 X51' 7r NO SCALE C�
i F �� b y _q� o 1 QI
�« lr
cno `)�'L � "1 ' .5t �' �pqO\ } IE € {{ i\ i { E)�IST. FEIGCE i ` 1 ° 1a n=1
LL]x �a \ I i 1`l 3 PARCEL "A" PARCEL "B"
\, \ =,\ �\ \� . e ° ` $ i j 1's _ i \ s BE .RE OVD \ (Z o
5i x x— _ -
o \ M I -{ PA
` �
- .`1 N� yi,#��-t s e I j �°?c `` ww . —°``i"
'1.
e1 1% MIN
1 \ I (� 4 zl EAR1Fl ` 2`7 _ of EXIST. GROUND Da pup
t 1 t 1!Ts"t fi f l i j SWALE 0
14. MMAIFX7.
,� SWALE
IN
3' _P
AD
a
Lppv��J p
F1tRTH (p� �
L./ j� All
\ / _, }
I
SCALE:1 :=204 \ Xt wN `Ir \ f' ' } �{ c ; 3 it SECTION C—C
4 Lill
ys NO SCALE
\ `•`\ - . ` '� ''+ \{ t £a, el i ,',.. ' - \�. _.:.\` ` ''4 `� 'st 1 ,. V7
-. V %.sA 1 '•� 1t r."s.,�' Wd a. rte
€ "
20 0 20 40 '�" v A �r ': ' k ; j I i 1 '{ { i EXIS 8 SEWER PER ryy
Y.... i 1 E € if ��dJ{[ :L «� ' 3..r'-.�j`` ifs & } i I 1 % !
O '• S ; a., Z SI \Y - r i ' � d "' { 4 I € I DWG. CS 003; 1 r- 30,
SCALE: 1 = 20 EL�c. ��a F.I�Ei� 0 E X G �• { }} a{ f 1, � L ��l I l ° J
1 ` e a
GRAPHIC SCALE �� 0F' C # f �- I \ { i F
�� Q\ 20'
—�— , `- _ .. - `',( --�- t —,1- - t— �— —I— —
' — _ 1 {1 I 1 1 w 11't w
12 SDG&E EASEMENT ` ? t { o J DD
{•-"P \ '' i 4 e ;0. . i I \ \ y 1"�' ' f i (f 1 1 aB
— — — — — 10121163 F/P 188059 t ' 204 '" I .. ` 5a .65 3 � s s o PROFESS °
'—� (r� c Q
k l t y 1"�! tom` bS�ral .,, { s € e; 3 i i ..}y... s ! 4. / I— V'
�O
fi
? y gp F VANES
w m
CONSTRUCT 32 LF. OF JO Q \ \ \� i TREE$ \ \ \ F 604:84' y
II REMOVED \ \ 1 CL "K" RE
N 1 '08 2 E I { c, o
6 AC BERM PER RSD G-5 \ O B \
O `\ ', ,. _ (VA ATED { rc = NO.43= - m
� DGB SURVEY & MAPPING ��ti °� y y, y y `� {{ s ; I =s EXP 3-31 LLI
\ 4 `,{ i - i 11 • A EXIST. AC PAVEMENT
\
LOT : J ! {
837 East J Street, Chula Vista, CA. 91910 _ (
Tele. (619)421-3042 FAX (619)421-2987 CA1F
]VIA/� 1 1 J°' � 1 _ TYP. SECT. LONE JACK
OF L
R AD z
� `�
l• c y
REVISIONS APPROVED DATE REFERENCES DATE $ENQUYU jK� SCALE
DESIGNED pB o BY DRAWN BY CHECKED BY APPROVAL CITY OF ENCINITAS ENGWEERING DEPARITYIENT DRAWING NO.
3 -7-07 DESCRIPTION: OC-0073 CHIS SO TOP HDWL PLANS PREPARED _UNDER THE SUPERVISION OF RECOMMENDED APP D GRADING PLANS FOR:
W
MARKED WITH STEEL POST HORIZONTAL 1"=20' DATE: Lz4-co BY: AA • / BY: LLJ LL_I
LOCATION:SW COR INT EL CAMINO DEL NORTE & 2959 LONE JACK ROAD 613 -G z
SANTA FE RD. 23 FT W RHO SANTA FE & 60 FT R.C.E. N0.{3235 Q
S EL CAMINO DEL NORTE CIL VERTICAL NONE
ELEVATION: 119.476 DATUM: U.S.C. & G.S.
EXP.-g-11-00 DATE: ZI��I �d DATE: L�L �� WORK PROJECT N0. SHEET 2 OF 3 W
.,,::. 99-0294
i
I,
TEMPORARY DESILTING
AND EROSION CONTROL DETAI S
NOT TO SCALE
? ? I I I I { I # I I € SANDBAG ROW SPACING TABLE
STREET GRADE INTERVAL
i Less Than 2% 200'
2% to 4% 75'
40'
6% to 8% 25
n 8% to 12% 25'
€
\ t { € ' # I EXIST. FENCE TO REMAIN, : WESTERLY LINE � I
i
r f
_ i € PROTECT jN PLACE ' L EASTERLY 190
1 1 T OD �,`� 1r AWr E _ i I i 1 z �` ' # 1 1 { f I OF 'LOT 88 , tea-
' f 1 Z e
+ - ¢• 3
1 / 3r' # g # i ih� ��,N 1$'06'24"'
:E ? � 76935
TO
P; TOP 0 F
P OF EP EP
SLOPE LINE � LINE SLOPE
° . 7 48 I _ # f '
O it �, _ 1x MIN _ rr "° ° 1�4 TON. 7' CK FLOW
� r- \\ r - f. - ✓rp - k'i `t — �.� .�� i € � ' �
\ � 6' P'1C o 'ze GRAVEL
o . 4 ax 1 t O 1 i ! ' 1 rF; FILLED
CONSTRUCT 16 =4 _ _ # 15' "PVC o 23x ` BAGS
o `t \ 3 d ° I (2 BAGS HIGH)
CONC. DRIVEWAY y ti i i : , \ ' p 4R » rr I
PER RSD G 14 0 t g 4 1 t \ t ,PARICEL i B °° € t
(DIV. PLAT d64— 60—
\ PROP SEDOCATIO a 15 } it �t 3
w
OF AILB XES a ' 't „� i E `} 6J�14 67 } i �r i a
DO F
+ I „y
� �TO
.. A 'v t p� X �• t} T i REM DE R 1v � - w
}
. 4 ..r,
Nd4
RE S )�1D S {2UBS TO tBE
t�\R 0'FD ADJACENT ,T0 STRUT % Q�
``�
y�' \Nco_ }fir t ' k (DIV T �4 � ?
,p �
'o \ `� �i' 1' ,` ' _ _ - N�° .,i a '"",4 ° t q t i t 4 r a O +
\ �p �'`'` �� r +4 zl Q 1 ,t t Z 'i t
\/ sO\ i 1 k t Eti �} {° 2 8AIGS HIGH)
�C t ` t3, j43 ' t
U sz
10 WEI
\��^�� \ \ w yam } ``� } 4 = t i i `i ;} 67.E y } F # J �� 3�
1p
vii
\ \ �� �o4 ` , ` a `, ate = ',Y ”\\\T }1 O i TEMPORARY DESILTING
W \�Q \ \ y';aau �/� 9J - }+,.\\ :s 4 l� as ' , 1 ` Y e +�= p+ } i�,.� t '}} + }
��'\T =i }A `i i 1 I O ii' _ �' P
\ s 's
� } ` ' ;} °� vv I 1 t�' BASINS IN STREETS Crn�
,,
EXIST. FENCE TO?
\ �`, t t i BE
REMO I j x
B ';
� a Aex ' \\k t e � x � �
�\ �'.� � -.- -g.-_ ,. - ' 3
`\ --.—++}. 1% MINI PL PL aQ
1
i w
C� EP
/ c
�y ``, `j Y.µ p �, � .� �� LINE 0
' �YY7 t+ 1 I LINE
I s Rl IN EX ST 1(AL x } r c " f t
SCALE:1 :=20 \ \�� GJ`' \ tI�JS M1 i i }i i t its '+}# '} s� 'S { 't1 t } w
I \ �tj } SAND
°v � x` h=� t ` + } :a �z t'q � G�c I I €I 1 i i I # FILLED
0 EX G } i / s A S i ' ` 'tr}` �� } s { 1 I i € 4 (3 BAGS HIGH) 1
t 1 �--'"° y,,21 ..._, ar .� fir", ro14. �`* 1 'f`4 % t € { # Z.
r,I - ..._ � § i F°t', ..°' ; }' - �i s ` HIGH
_ _ _ _ _ _ _
— — — — — — — 12' SDGBcE EASEMENT — — — + 1 -It w =5 '?' t - - - - -- - - ±- -- ` �€ 2
\' ` `4 } ; i k _+ g �: a ;� SAND GRAVEL B
\ , .x i r'+ 1 € i a '; FILLED FILLED
.i is I ,
10121Z6,3 F/P 188059 4 % 24x04\ ., ' `r } 507.65 t' ! BAGS SACS
CONSTRUCT 32 LF. OF ���`� .4 ' A. a ` k t e l +4 r i , ' • ! t }t 604. 4' t SECTION
A—A D
CA
I t l CL °K" REETi N 1 '082 E € d ILpM�p
6 AC BERM PER RSD G-5 p� \ t j 1 1 # LJ
J COQ _ s 'ti i 1
(VA # ;
° \ ,;' - 'i ,,_4 ' �`t'�'`•. ts`'s '� ��};t j� � 4 �� t �1 `� }ti ` t A r) �" � s€
1 4} z ( ', t i '� 3 � �
L = t
�
f.— SANDBAGS
i,
SECTION B— B �J
V ?IkOFESS/ '
W O D Q
= 140.4.3235 m
EXP 3-31-00 A L.
•
0), Clvll p LLJ
'TF CF CALIF `
Q
z
REVISIONS APPROVED DATE REFERENCES DATE $ENCHbIAM SCALE DESIGDNBED BY DRAWN BY CHECKED BY APPROVAL Crff OF ENCIIVITAS
ENG�FR�G DEPARTM11M DRAWING NO.
rl 3.2. 07 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED EROSION CONTROL PLAN FOR: LL1
DESCRIPTION: OC-0073 CHIS SO TOP HDWL HORIZONTAL 11"=10' n LiJ
LOCATION:SW C�� ELI WIND DELL NORTE & V 1 3 6—G z
DATE: 24-00 BY: BY: 29r� 9 LONE JACK ROAD
SANTA FE RD. 23 FT W RHO SANTA FE & 60 FT R.C.E. N0.3-T-00 CD S EL CAM/NO DEL NORTf C/L
VERTICAL NONE �•} _{._
ELEVATION: 119.476 DATUM: U.S.C. & G.S.
EXP.` 5-z3S� DATE: 2��4� o ) DATE: 2,-Ir-®0 WORK PROJECT NO. SHEET OF 3 z LjJ +CL
99-0294