1994-3516 G (Plans) WORK TO BE DONE
A . GENERAL C. NOTIFICATIONS E. LANDSCAPING WORK TO BE DONE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE 1 • THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD �
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CITY OF ENCINITAS
GRADING ORDINANCE AND ALL ADOPTED SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS .�.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LANDSCAPE AND IRRIGATION STANDARDS. CONSTRUCTION ADOPTED
BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
PLANS, HOWEVER: AND THE SAN REGIONAL STANDARD DRAWINGS EDITION
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER ( ) EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE PL DIEGO .
PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2. FINISHED GRADING AND PLANTING SHALL
BE ACCOMPLISHED ON ALL
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF d!
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ANY SLOPES
GRADED BETWEEN OCTOBER 1 AND APRIL 15.
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
STD
WITHIN STREET RIGHT -OF -WAYS SEPARATE APPROVALS AND PERMITS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION CONTROL
IMPROVEMENTS DWG N SYMBOL
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK
PLANS A. SEWERS - CARDIFF SANITATION DISTRICT - 1- 800 - 422 -4133 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE AL MAYO (714) 261 - 1400 EXISTING 10' CONTOUR
- 270 --- - `---
GRADING B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 800 - 422 - 4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL EXISTING 2' CONTOUR
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO C. WATER - OLNENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT CONVENIENT 2
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. (619)753 - 6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
- 3
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED DEVICES WHEN RAIN IS EMINENT. PROPOSED FINISH GRADE
TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 800 - 422 - 4133
314.2
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SPOT ELEVATION +
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH E. CABLE TV - TM CABLEVISION - 619 436 -2693 APPROVAL OF THE ENGINEERING
INSPECTOR.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED ( ) DIRECTION OF GRADE 1
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
SURVEYOR.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE SWALE
EACH RUN - OFF PRODUCING RAINFALL
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PROPERTY LINE
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
HEALTH STANDARDS, LAWS AND REGULATIONS. INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES DAYLIGHT LINE
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE.
7. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/2) MILE OF REMOVAL. ...... .. . ,
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
FILL SLOPE p
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
D SWi4LE
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. � IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ROCK LINE
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- GRADING 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
�-�
SOILS ENGINEER OR UNDER HIS DIRECTION. HE S
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE HALL INSPECT AND 7, ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING PLAN SHALL BE INCORPORATED HEREON
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
PLANS
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 8. GRADED
AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DEVELOPER
ADVANCE BY CALLING (619) 633 -2770. FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS,
OR
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER j
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND COMPLETION OF THE IMPROVEMENTS.
PROVIDED STATING: EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
"THE GRADING UNDER PERMIT No. 3516 -G HAS BEEN PERFORMED I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE ON THESE PLANS WITHIN EXISTING CITY Rl HT - OF - WAY WITHIN 60
OR AS SHOWN ON THE ATTACHED AS GRADED PLAN ".
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE COVERAGE OF GRADED SLOPES 90% COVERAGE PRIOR TO DAYS
AFTER THE ISSUANCE OF THE C f� ; STRUCTION PERMIT AND TO
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15 E SUCH WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE THE SLOPES SHALL BE STABILIZED WITH PU NCHED PURSUE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 OF THE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF ASSOCIATED
WITH THIS PROJECT OR UNDER MY CONTROL.
10. SLOPE RATIOS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA DEPARTMENT OF CONSERVATION.
CUT -- 2:1 FOR ALL SLOPES MEASURES HAVE BEEN INSTALLED. I
FILL -- 2:1 FOR ALL SLOPES DECLARATION OF RESPONSIBLE CHARGE OWNER'S CERTIFICATE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
I WE HEREBY CERTIFY THAT A REGISTERED S
L E PLACED IN ACCORDANCE WITH STANDARD ( ) OILS ENGINEER OR GEOLOGIST
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT I HEREBY DECLARE THAT I AM THE ENGINEER OF WOR� FOR THIS PROJECT.
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY I I
FROM A SOILS ENGINEER SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
EXCAVATION: 2,800 +/- CY* FILL: 2,800 +/- CY* UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
II !
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
WASTE: +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FOR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN I UNDERSTAND THAT THE
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
IMPORT +/ CY* WASTE OR IMPORT AREAS. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE BY THE CITY OF ENCINITAS IS CONFINED
TO A REVIEW ONLY AND DOES SIGNATURE
CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
DATE
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT DESIGN
-
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING �AlJ L�.S30�,
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED
G'C % OWNER: AL MA 0 � o b ,�c•
PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS SAN DIEGUITO ENGINEERING,
INC. ADDRESS: 17 2 K ERING 4 , Q
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE 4407 MANCHESTER AVENUE, SUITE 105 IVAN R. FOX RCE 38144
IRVINE CA 92714
THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 03,44
b
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ENCINITAS, CALIFORNIA
92024 PHONE: (714) 261 -1400 3 3
ENGINEERING TO DO S0. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND®
*EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES PHONE: (619)753 - 5525
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.)
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED DATE
Cwrerop *c (ifvAr 9t /e'I IN ACCORDANCE WITH THE GRADING ORDINANCE.
11. THE SOILS REPORT TITLED �w �Of M�,►v f�r34airivN PREPARED BY SOILS ENGINEER'S CERTIFICATECN
6ft 40• rl t regr+v�r� DATED - Z 4 r ��''`� SHALL BE CONSIDERED 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE I, 644ii1 d. elRlsrI41
A REGISTERED CIVIL ENGINEER IN THE STATE OF FO
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED vENHp,�N
CONTAINED IN SAID REPORT. BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE QL�
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
WILDFLOWER
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO �P DRIVE
B. ENVIRONMENTAL THE DISPOSAL OF ANY SUCH MATERIAL. UNDER MY DIRECTION BETWEEN THE DATES 1 1 AND 4 - z * - 07
`
ONE COMPLETE COPY OF 9 lu
1. STEEPEST EXISTING SLOPE - 100 1:1 THE SOILS REPORT COMPILED FROM THIS STUDY, z k
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 7.6 FT., (B) FILL = 8.0 FT. 6• PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF �� o
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
3. AVERAGE DEPTHS: (A) CUT = 3.0 FT., (B) FILL = 2.8 FT. SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE o SITE
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
C ONDITION S R of
AS 13U t LT PLAN
WITHREGARDSTO THEHAU ING OPER ENGINEER MAY IMPOSE GRADING PLANS AND SPECIFICATIONS. E � ENCII�►n,� o
- � SAM, � ,�y oF- J �G
���r�ss� ®,�� No DEL No J ?' �N 4� VICINITY MA
S AN Dis 0111TO ENaNa, we SIGNED: `� � �� NOT -TO -SCALE
3-8 -s RCE NO.:
sMr auRS ws � L237 n W,2 � � �
■NONrna. cn sus
MI01� p1�I 76 -sm BATE Ecp 9 -30-97
R `38144 CXP. -�i -�� EXP. DATE: 5 - 3u -- °) 7 ��� c���e
CWL EN O • PLA o f c��w
LAND Sunvayona
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT C APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
AS PLAN X13 - �1 DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VED GRADING
AND EROSION CONTROL PLANS F
OC 0073 -CHIS. SQ IN TOP OF HDWL OR.
LOCATION: SW COR EL CAMINO DEL HORIZONTAL N/A n DATE: �' Z' 9¢ c, 351 6 -G
NORTE & RANCHO SANTA FE ROAD +�- ' BY: BY:
BY. �" R.C.E. N0.: MAYO GRADING PLAN
RECORD FROM: C.S.D. VERTICAL CNTRL VERTICAL / (ot s (44
ELEV: 119.476 DATUM: USC & GS N A
EN'CiNEER EXP. 3 - DATE: G "? ' c W DATE: - U'" �
WORK PROJECT NO. SHEET 1 OF 2
LE NO. SDE 4109
,5n /VOTE=
\ /F AT T/M, Of 30 1L D/rVC PERM /T APP/ l,'A7_1641
a' /T l S DETEPM/NED THAT THE DRI v,� WA y W/[ L
BE PA VED, A SEPARA 6RAD /N PE P, M /T WILL
!3E REQ /RED_
F lool i
1 � 000l �
i
a
I PRO\ADE GRAVEL BAGS AT TOE / /'
LOT 20 O Q OOO �� �,�,� -' o� RIP RAP FACING 5 X 5
0 f �o - �' o
MAP N0. 12338 0 = o
- 4,j
,SLOPE VARIES (2:1 �° ° .'.'' o� �� 4 i
- - - - - -- ------- - - - - �
��
207- Q-
�-- 2% N 8a CCESS ON X TING RAD
C/ 0 0 0 2 TING DIRT A cV
Q) `�' 9 $' 0 2 b` �' 2 0 286.0 E ISTIN _ is Q
3 �p N 2 _ � APPROX. OL OF
::'.�o - -- - - --
O _
c:
SAME OWNERSHI DIRT ACCESS ROAD
3
O te
CONS RUCT 440 LF ROCK INED SWALE PER
01 �•� � .. DET L ON THIS
SHEET. AREA OF WORK.,. SAME OWNERSHIP wi
3 :1 3:1 :.:...
I 5
f ....:........... ........ O o0
.. .. .... .
..
YDROSEED SLOPES co
310 � 0
^70 O
I \ 308.5 0
SITE MAP
S CALE: 1"=600
O BOUNDARY LINE DATA N
...:.:::. . . ..
........::..:.
. . . . . . . .. ... U LINE /CURVE BEARING /DELTA LENGTH RADIUS
•
... ....... �.�.. .... :................ . . . . . .
..... ...•�� .•.... ... � �
:::: .:::,..... I o
o � AS- BU ILT PLAN " 1 S 71'07'30" E 770.99
2 S 75 28 11 E 688.16
313.8 3 S 85'22'
r � 56" E 862.14
1` _ U W 549.26 4 S 01
315.5 I y - (C� 5 N 84.0 y
5 09 W 650.00
... .. DATE
,*. 0 6 S 01'40'36" W
767.55
... ... . .. a ....... . O
R.C.E. 38144- EXP 3
7 N 84'05'09" W 1362.53 I d
.... ............................... 8 N 04'09'24" E 624.00
9 N 84'05'09" W 838.00
10 N 04 09'24 E 633.13
\,. GRAPHIC SCALE 11 N 8,7 "
1132 W 457.19
! –20 0 10 20 40
12 N 10'30'23" E 695.11 �I 1
P' 13 S 8634'06" E 369.07
14 S 04'09'24" W 280.00
I 15 03'39'57" 372.75 5826.00
i ! -
app
EXISTING GRADE
��– - 2' MIN
29 >/ LEVEL PAD STANDARD BERM
I 280
3:1 RIVEWAY
-I I 9" MIN I- III -I
27 — SLOPE VARIES
(2:1 MAX)
CALIFORNIA NATIVE WILDFLOWER MIXTURE No. 3 BACKING
CALENDULA OFFICINALIS (PACIFIC BEAUTY) LAVATERA TRIMESTRIS
'- -260— CENTAUREA CYANUS (BLUE BOY) LAYIA PLATYGLOSSA (TIDY TIPS)
CHEIRANTHUS ALLIONII (SIBERIAN WALLFLOWER) LINARIA MAROCCANA (TOAD FLAX) 4 SAND OR DG
CHRYSANTHEMUM LEUCANTHEMUM (OX —EYE DAISY) LINUM RUBRUM (SCARLET FLAX)
CLARKIA LELGANS (MOUNTAIN GARLAND) LINUM LEWISII (BLUE FLAX) / - �OFESS/
COLLINSIA BICOLOR (CHINESE HOUSES) LUPINUS SUCCULENTUS / /�
SAN DEMM w COREOPSIS LANCELOATA (SUNBURST) NEMOPHILA INSIGNIS BLUE (BABY BLUE EYES)
COREOPSIS TINCTORIA NEMOPHILA MACULATA (FIVE SPOT) /
4407 MANCHESTER, SUITE 105 CYNOGLOSSUM FIRMAMENT (CHINESE FORGET —ME —NOT) OENOTHERA HOOKERI (EVENING PRIMROSE ROCK LINED SWALE
DETAIL /
ENCINITAS CA 92024 ESCHSCHOLZIA CALIFORNICA (CALIFORNIA POPPY) PHACELIA CAMPANULARIA (BLUE BELLS)
TYPICAL SECTION
C�
PHONE: (619) 753 -5525 GODETIA ( CLARKIE AMOENA— FAREWELL —TO— SPRING) PAPAVER RHOEAS (CORN POPPY) NOT –TO –SCALE
I 3/9
_X�. 3
GYPSOPHILA CONVENT GARDEN (BABY'S BREATH) PAPAVER NUDICANLE (ICELAND POPPY) SCALE: HOR "
CNL E FNAWOM LARKSPUR —DARK BLUE (DELPHINIUM AJACIS) SILENE ARMERIA (CATCHFLY) Z. 1 =4O .
CAVIL -
LAW Smiyon VERT. 1"
=20' �
iF r,A0L
DESIGNED BY DRAWN CHECKED
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT MSB
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
1 A!5 PLAN DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION F RECOMMENDED
P OVED
OC 0073 - CHIS. SQ IN TOP OF HDWL „
0 Z
AP GRADING AND EROSION PLANS FOR:
LOCATION: SW COR EL CAMINO DEL HORIZONTAL 2 n DATE:
TA FE ROAD
NORTE & RANCHO SAN c ice -
3 5 1 6
n G
er: C��-� G� ,
R.C.E. N O. ����- BY: C' ear. M AYO GRADING P LAN RECORD FROM: C.S.D. VERTICAL CNTRL VERTICAL
N/A
ELEV: 119.476 DATUM: USC & GS ENGINEER EXP. 3/` 9 7 DATE: DATE: D' WORK PROJECT N0.
SHEET 2 OF 2
FLE N0. SDE 4109
I