1994-3927 G (Plans) WORK TO BE DONE 1;D
NOTES C. NOTIFICATIONS F. EROSION CONTROL
A. GENERAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 45'1
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PAUL MORONEY (619) 756 -3123 FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION), THE SAN DIEGO STANDARD
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SPECIAL PROVISIONS TO THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION l"
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE !
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT CONVENIENT
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT REGIONAL
STANDARD DRAWINGS (LATEST EDITION).
LOCATIONS
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY
DEVICES WHEE
PRIOR TO ANY REQUEST FOR INSPECTION. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES N RAIN IS EMINENT.
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING
INSPECTOR. STD
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS A. SEWERS - CARDIFF SANITATION DISTRICT - 1- 800 - 422 -4133
IMPROVEMENTS DWG N O. SYMB
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
PLANS. B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133
EACH RUN -OFF PRODUCING RAIN
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 10' CONTOUR - 300
GRADING. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 1- 800 - 422 -4133 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 2' CONTOUR
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1- 800 - 422 -4133 WHICH MAY ARISE.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED
TO CONDITION EXISTING PRIOR TO GRADING. E. CABLE TV - TM CABLEVISION - (619)436 -2693 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN �I
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS IMPOUNDED WATERS
CREATE A HAZARDOUS CONDITION. CUT SLOPE (2:1 MAX) v V_
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE
.:R
7
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND (619)633 -2770. . ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON. FILL SLOPE (2:1 MAX)
SURVEYOR.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR S AROUND THE PROJECT PERIMETER AREAS DRAIN AWAY
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT 8. GRADED AR
%
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY. f
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND REMOVAL. 314.2
PROPOSED FINISH GRADE
HEALTH STANDARDS, LAWS AND REGULATIONS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
D. GRADING THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN SPOT ELEVATION +
7. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/2) MILE OF PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED OTHER DEBRIS SHALL BE
REMOVED AFTER EACH RAINFALL. E 1 %
E SLOPES FAIL TO PROVIDE
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND
DIRECTION OF GRADE
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND 10. SHOULD GERMINATION OF GRADED (90%
COVERAGE) PRIOR TO SWALE (
G
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS EFFECTIVE COVERAGE OF GRADED SLOP ( EARTHEN )
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY NOVEMBER 15,
THE SLOPES SHALL BE STABILIZED WITH PUNCHED
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE OF PROPERTY LINE
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL CALIFORNIA DEPARTMENT OF CONSERVATION.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE DAYLIGHT
LINE
ADVANCE BY CALLING (619) 633 -2770. WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. DECLARATION OF RESPONSIBLE CHARGE ROCK DOWN DRAIN
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. _ SPLIT RAIL FENCE (EXISTING) ®7��`; x
PROVIDED STATING: SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE �pFES$ /p
PERMIT No. 3927 -G HAS BEEN PERFORMED PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSIONS QQ Nq� DITCH (SEE DETAIL SHEET 2) �
"THE GRADING UNDER SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
IN SU
R• fp � ;
IN U SHOWN ON THE ATTACHED AS- GRADED PLAN ". UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
LO
CATIONS
MEASURES HAVE BEEN INSTALLED. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI rn
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES 038244
m N
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND NOT RELIEVE ME AS
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR Exp.� IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE 7 In
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD PROJECT DESIGN L0 10. THE SOILS REPORT TITLED
PRELIMINARY GEOTECHNICAL ASSESSMENT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE /f J'j FOF CAL1Fp Cjy{� �Q PLANS
REPORT FOR REAR YARD IMPROVEMENTS, 341 1 WESTERN SPRINGS MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE C ir'�l `
' %� /�� g T 1l
ul
ROAD -TRACT 4574, LOT 21, CITY OF ENCINITAS, CALIFORNIA, UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SAN DIEGUITO
ENGINEERING, INC. Ii IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
PREPARED BY GEOSOILS, INC. SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 4407 MANCHESTER AVENUE, SUITE 105 IVAN R.
FOX RCE 38144 REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
DATED MARCH 8, 1994„ SHALL BE CONSIDERED AS PART OF THIS EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN ENCINITAS, CALIFORNIA
92024 ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
LAN. ALL GRADING SHALL BE DONE IN ACCORDANCE COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PHONE: (619)753 -5525 ,_��_9�
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
GRADING P
WITH THE LAN. ALL GRADING
AND SPECIFICATIONS CONTAINED IN CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPLETION OF THE IMPROVEMENTS.
SAID REPORT. COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. DATE
ES SHALL BE CUT AND TRIMMED TO FINISHED I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
11. SLOPE RATIOS 4. CUT AND FILL SLOP
CUT -- 2:1 FOR ALL SLOPES GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. SOILS ENGINEER'S CERTIFICATE ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
FILL -- 2:1 FOR ALL SLOPES THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED DAYS AFTER THE ISSUANCE OF
THE CONSTRUCTION PERMIT AND TO
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND I I 6. ct A REGISTERED CIVIL ENGINEER IN THE STATE OF
PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL ° z
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND CALIFORNIA, PRIN
1PALLY DOING BUSINESS IN THE FIELD OF APPLIED COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK =
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES SOILS MECHANICS, HEREBY
CERTIFY THAT A STUDY OF THE ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
FROM A SOILS ENGINEER. WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND O
ENT WITHIN THIS SITE WAS MADE BY ME OR
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED SOIL CONDITIONS PREVAL
EXCAVATION:_ 600 _ +/- CY* FILL•_ 600 __ +/- Cy* IN ACCORDANCE WITH THE GRADING ORDINANCE. UNDER MY DIRECTION BETWEEN THE DATES MARCH
8,1994 AND JULY 15� 19914" 'IVJ, . /b.'3 -SD
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY OWNER: PAUL MORONEY U
WASTE:_ 0 - ---- +/- CY* A SEPARATE PERMIT MUST BE OBTAINED 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF ADDRESS: 3411 WESTERN SPRINGS RD.
IMPORT _ ___ +/- Cy* FOR WASTE OR IMPORT AREAS. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE THE CITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING OLIVENHAIN, CA 92024 Z
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE PLANS AND'ICERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SOILS REPORT FOR THIS
PROJECT HAVE BEEN INCORPORATED IN THE PHONE: (619) 756 - 3123
z
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL
GRADING PLANS AND SPECIFICATIONS. Z
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE THE DISPOSAL OF ANY SUCH MATERIAL. ( PER CALIFORNIA BUSINESS PROFESSIONAL CODE,
SEC•3.SECTI6N SITE
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE 6735.5 AND S . NTRY ROSE CIR.
21. SECTION $70.6 � ENCINITAS COU IY
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
L
ENGINEERING TO DO SO. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SIGNED: h ��� ��1. If
W
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER ° W Z
Et0
* EARTHWORK QUANTI ARE ESTIMATED FOR PERMIT PURPOSES FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH p. . k m
W a
G E NO.: N
Exp.63U97 a 3 a. Z
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE * OTE
,>
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) WITH REGARDS TO THE HAULING OPERATION. EXP. DATE: r ' � 7 q �CHN�� P �a�`
r W
OF CA
B. ENVIRONMENTAL E. LANDSCAPING - O
1. STEEPEST EXISTING SLOPE = 50 % 1. ALL SLOPES SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH OWNERS CERTIFICATE
FOR�� F-
= 6.0 FT. PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BUMANN ROAD
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 3.5Fr., (B) FILL
THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
�pP� 0 W
3. AVERAGE DEPTHS: (A) CUT = 1.8 FT., (B) FILL = 1.9 FT. LANDSCAPE AND IRRIGATION STANDARDS. AND ADVISE ON THE COMPACTION
AND STABILITY OF THE SITE. ��,CK Es
2. FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL WILDFLOWER
SAN DIEGUITO ENOMEM40i WC. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF DRIVE
6_9
ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. ��.P AE �,� VICINITY MAP Q
4407 MANCHESTER, SUITE 105 PAUL MORO OLIVENHAIN
NOT -TO -SCALE (n
ENCINITAS, CA 92024
P REF: THOMAS BRO. PG 2
HONE: (619) 753 -5525
t
CNN. ENONMEERM • PL4I04IO Z
h
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT - APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W
3 Z C1T IMA � DESCRIPTION: COUNTY BENCH MARK NO
PLANS PREPARED UNDER THE D SUPERVISION RECOMMENDED APPROVED GRADING PLANS FOR: 3 92 7 G =
OC 0073 -C sQ IN TOP OF HDWL MORONEY GRADING PLAN
RTE & RANCHO SANTA FE ROAD
LOCATION: SW COR EL CAMINO DEL HORIZONTAL N ( , 44 BY: �' W
NO �/� . �^ $Is�g4 R.C.E. N0. 381
°' " - DATE: S - S - `J'4" DATE: � ' ' �
RECORD FROM: C.S.D. VERTICAL CNTRL N/A IVAN R. FOX 3 - �/ -9 WORK PROJECT N0. SHEET 1 2
ELEV: 119.476 DATUM: USC & GS / EXP.
FILE NO. SDE 411 Ir
cn
18" 3' MIN ,
MIN
STANDARD BERM - LOT 22
\ � ` 18' PUBLIC RECREATIONAL /
ND \ \ TRAIL PER DOC #88609518 lg•
GR SL O PE ORIGINAL - - - I \ RECORDED 11/29/88
L CUT SLOPE
MAX - - _ - ---
2:1
- - -- ' f
—�— I - -- -- =__ - - - ---�— 2:1 MAX 33.3.5j EXISTING SEWER EASEMENT � NOTE:
o �S. ALL TOPO EASTERLY OF
THIS LINE WAS OB-
I
_ _
- BENCHING AS ' �
TOE TRENCH AND BENC
1 �� � I TAINED FROM GRADING
PLAN L REQUIRED BY SOILS ENGINEER ND
DEPTH --- // I ADJUSTED 4 +1.p .
ZONE OF LOOSE /UNSUITABLE MATERIAL, I /
VARIES, RECOMMENDATIONS PER SOILS ENGINEER \\ I I \
a �o�
a J
SECTION
TYPICAL �--�
NOT -TO -SCALE
5;1 ry � d�v0
I �
252.
re
18' 18' PUBLIC RECREATIONAL
TRAIL PER DOC 88- 609518
RECORDED 11/ 9/88
EXISTING SEWER EASEMENT
Lj
/ e
4.75 6 MIN / / ' / 25 0
I I \ I EXISTING C 04
DR
I 1 EXISTING RESIDENCE /
5� h I APPROXIMATE LI F
INUNDATION PER MAP
I
2.38 6 MIN ' �/� / / / / / 2 I \ \
No. 1 1809.
INS
IZ I I LOT 25
1 MIN
DITCH DETAIL \ LOT 21 �� / / ti 75 TMP I� �' I
NOT-TO-SCALE � MAP NO. 11809 v,
NOTE 1 1 _ EXISTING GRADING /
ALL DIMENSIONS, REINFORCEMENT AND MATERIALS I II
PER RSD D 75 UNLESS OTHER WISE SHOWN HEREON. \ � \ \ PER L -1417 �6/ 255.
oF'
/ / � / .J APPROXIMATE LIMIT
25� -A AND INUN GRADING
IMPROVEMENTS
1 \��2" / / HYDRO EED \ \ \
I LLI vt A�GC1 SS SEMEN
(/) LL.I -� 2
Z F - O R6RDED 6/5/90
HYDROSEED MIX �� I W EXISTING SEWER
ii Ln / / / I LATFRALS
c I 255 S Q \ \
LBS /ACRE 'y , Z T 0.6'
< —
10 ATRIPLEX SEMIBACCATA w > 2 2% �,p \ 2 ?� I S \ \ \
1 ENCELLA FARINOSA �� 1 _ _
10 ERLOGONUM FASCICULATUM I —�° S A _ / 3 o WID ROC DOWN DRAIN
2 ENCELLA CALIFORNICA N ° — / o. �5 B�ACKI G, =
W ` 255 �'
3 GAZANIA HYBRID ' W '07 ____l
\ — — — — e —_ — _ — - / 2 I - \ \ —__—
2 LINUM RUBRUM •oo R2� Dory
-- \ 250 O O
8 LOTUS SCOPARIUS
- - - -- --- -I - - -- - - - -- N 5'09 "E 333.
4 LUPINUS SUCCULENTUS PUBLIC R/W _ � 243.5 FL I I
2 MIMULUS PUNICEUS
20 PLANTAGO INSULARIS (INDICA) EXISTING C I I
CURB
PUBLIC STORM I I N EXISTING 8" SEWER
1 SALVLA MELLIFERA
3 VIGULERA LACINNIATA I DRAIN EASEMENT I I PER TM 4574 -1
1 DIMORPHOTHECA SINUATA FORTUNA RANCH ROAD - I I - - -
o - - - - - I I ft
+ 2,500 LBS OF MULCH PER ACRE
+ 25 LBS OR 16 -10 -10 FERTILIZER PER ACRE EXISTING 48" RCP 0.1 1
PER TM 4574 -1 1 I
EXISTING CURB L-1
C.9
L+J
,
SAN DIEGUITO ENGINEERINO. WC c"�
4407 MANCHESTER, SUITE 105 w C 38144 rr)
ENCINITAS, CA 92024 w ;u
PHONE: (619) 753 -5525 E 3 31"9 7
C vL ENGINEERING • PLAIIIIIIIIIIIIIIIIING C L1��� ®�
LAND SURVEYORa DESIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING
y'(oN RlaRnP��I�l N 3 Z � -lNA� Z DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
GRADING PLANS FOR:
r,MRFAdH,C T -Z.3 yCT OC 0073 -CHIS. SQ IN TOP OF HDWL 1"=20 DATE' 7- 29 -9f- MORONEY GRADING PLAN 392"7
NORTE & RANCHO SANTA FE ROAD G
LOCATION: SW COR EL GAMING DEL HORIZONTAL _ W. �'
R.C.E. N0. : 38144
DATE f; - 5- `I � DATE: Al � S s s� SHEET 2 OF 2
RECORD FROM: C.S.D. VERTICAL CNTRL VERTICAL N/A IVAN R. FOX IXP 3 - J/-9 WORK PROJECT NO.
ELEV: 119.476 DATUM: USC & GS
FI.E NO, SDE 411
4115GP -2 1" = 20'