1998-5613 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL w
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT - _ - - -_ -_ 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN AL MA AT - 714 = 250 -4080 _ (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF PROPERTY LINE - a
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO - - AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO r
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT
AS SHOWN ON THIS PLAN, HOWEVER: EXISTING CONTOUR - LO
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL
6i
= _ --
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO 90) o
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
EXISTING ELEVATION -
2. THE SOILS REPORT TITLED PRELIM SOILS INV F OR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE FOLLOWING
P ROPOSED SINGLE FAMI DWE LLING. L OT NO. 31 O F WILDFLOWER ESTATES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, CUT /FILL LINE - F 0
EN CINITAS, CA PREPARED BY NORTH COU CO MPACT ION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
THE APPROVAL OF THE ENGINEERING INSPECTOR,
ENGI NEERING, IN - DATED - JULY 21, 1998 COMMENCEMENT OF WORK: DAYLIGHT LINE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO - - ��-��-
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 2• FOR ANY
QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE
UTILITY CUT SLOPE (2:1 MAX.) -
SPECIFICATIONS CONTAINED IN SAID REPORT. COMPANY:
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CARDIFF SANITARY DISTRICT (800) 422 - (2:1 MAX.)
m
4133 FILL SLOPE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
- �
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH SAN DIEGO GAS &
ELECTRIC (800) 422 -4133
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466
FINISH CONTOUR - 204 CD
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PACIFIC BELL
(800) 422 -4133 GRAVEL SAND BAGS (TWO HIGH)
m
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DIMENSION CABLE
(800) 422 - 4133 U�
GRADING. WATERS CREATE A HAZARDOUS CONDITION. 3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS DRAINAGE PIPE
(8" PVC) - co Cu
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (760)
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. 633 -2770. RIP -RAP D
-40
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 4. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
EXISTING PRIOR TO GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY INSPECTION. PHONE: SHAG) 633 -2770. ALL
WORK PERFORMED WITHOUT LEVEL SPREADER (�
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. (SEE DETAIL THIS SHEET) lNl
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN CATCH
BASIN (12 "X12 ") NDS 12 "X12"
SURVEYOR.
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER SOILS ENGINEERS STATEMENT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
D ALE ROGE REGLI _ ___ ___ DRIVEWAY
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE I� - -, A REGISTERED SDRSD G -14
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO CIVIL ENGINEER OF THE
STATE OF CALIFORNIA, PRINCIPALLY DOING
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT REFERENCE DRAWINGS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. JULY 8 __ AND JULY 21, _1998 _ ONE COMPLETE COPY
CITY OF ENCINITAS IMPROVEMENT PLAN N0. TM 88 -183, 0549 -R & CS144
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
AND CITY RECOGNIZED HOLIDAYS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
MEETING GRA
ON STE PEOPLE A P I RESENT: HYDROSEED MATERIALS: INCLUDED SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED EARTHWORK
QUANTITIES
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING IN THE GRADING PLANS AND SPECIFICATIONS. tip, ROGER 9
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED DATE: ,
�`�' tt�,'y CUT: !� _ 1640 -___ __ CUBIC YARDS
WITH - --
HE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: _ _ s_E_P__T
/7 �9 _p `�� Q 0. �iE713 �`` FILL: _ 16 4--- _
2770. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. SIGNED: ! 0 ----- - CUBIC YARDS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY G.E. NO.: 713
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS - -� -- 9 -30 -o / z1
• _ __ Ex P•
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT - - -- „� 1
IMPORT: -- 0 - ____ CUBIC YARDS
CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY EXPIRATION DATE:
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR ENGINEER. .ql ®rECN����
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
Of CAla NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
D
f `<o
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. DECLARATION OF
RESPONSIBLE CHARGE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
REGARDS TO THE HAULING OPERATION. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS).
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF A. 20 LBS. PER ACRE OF ROSE CLOVER I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT. NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
B. 20 LBS. PER ACRE OF ZORRO FESCUE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
GRADING UNDER PERMIT NO. 5613 -GR HAS BEEN PERFORMED IN SUBSTANTIAL D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ENVIRONMENTAL NOTES
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE F. 1/2 LB. PER ACRE OF DIMORPHOLECA I UNDERSTAND THAT THE CHECK
OF PROJECT DRAWINGS AND SPECIFICATIONS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 3 % ____
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE BY THE CITY OF ENCINITAS
IS CONFINED TO A REVIEW ONLY AND DOES NOT (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
GRADING OPERATIONS. OMMITED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR THE
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR PROJECT DESIGN.
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __7.0' _ AND THE MAXIMUM
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE RESIDENTIAL STRUCTURES. VERTICAL HEIGHT OF FILL
8.5'
H. ITEM A OF THIS SUBSECTION MUST o
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND e®
A NITROGEN FIXING BACTERIA AND E IN WITH A TESSI
APPLY DRY EITHER BY DRILLING OR BROADCASTING BEFORE . HYDROSEEDING. 44,280 (Cu. Ft.) -
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED F 3. A.) AVERAGE DEPTH = 6.2
�w `�� ti� -
__ ___ qq _1 C� OF CUT 7142 (Sq. Ft.)
p F z -
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE DATE:
_1
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT MAL S. S EIS R.C.E.
48592 - No. 66592 B.) AVERAGE DEPTH = ¢4,280 (Cu. Ft.) = 3.4'
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OF FOOD AND AGICULTURE CERTIFICATION TAG ATTACHED TO, EXP. 6/30 L0�
x• 6 . 30.00 � OF FILL 13,024 (Sq. Ft.)
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OR PRINTED ON SAID CONTAINERS.
r C CA
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
�r�oFCALtFO�`'
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED HYDROSEED SLURRY AT THE .DISCRETION OF THE CONTRACTOR. LEGAL
DESCRIPTION:
USE. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST LOT
31 MAP 12882
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
A.P.N.: 264 - 091 -54
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 50% OF THE STRAW INTO THE SOIL.
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH
NDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. EXIS LNG VEGETATION.
REPAIR AREAS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
DAMAGED DURING CONSTRUCTION WITH SOD. SITE ADDRESS:
INSTALLED. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND A. TRACK WALKING SLOPES STEEPER THAN 6:1. 3230
WILDFLOWER DRIVE
B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 3:1
O R ENCINITAS, CA 92024
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT FLATTER
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE SATURATED SEED BED. ' 6' MIN OWNER f PERMITTEE:
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO B. THE ADDITION OF SOIL AMENDMENTS, PH ADUSTMENT, LEACHING OR 0.5 MIN
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. SFmN 'A-A
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
AL F. MAYO
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDOSEEDING IS
I 1772 KETTERING STREET
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
IRVINE, CA 92714 RO
WITH. SPECIFICATIONS. SECURITY RELEASED. HANN GRADE 0.0% �A rn ropy q FtPN�
15. CUT AND FILL SLOPES BE CUT AND TO PRODUCE SMOOTH SURFACES UNIFORM CR SECTIONS. T E OWNER'S CERTIFICATE
��as gu'LT N /rAS el�
OR E XCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND
G RADE 0. 5X TO 1. S RIM Rc� y
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST L
�y
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER H BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
LEVEL UP ABOVE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
A ADVI ON THE COMPACTION AND STABILITY OF THE SITE. UNDISTURBED, 6
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP COMPACTED DIVERSION RIDGE STABILIZED AREA
J 1 L SWE I S, GE 48582 BATE S RO CfT RIDGE
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. - -
AL F. AY DATE 4' X 4' RIP RAP FACING, u1,p,C
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 17 2 ER K & S ENGINF-ERwr. G STREET, IRVINE CA
92714 =1.4', 3/8" FILTER. �7NF
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED °SST
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. / 4w Y L* TANT NOTICE c`A
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SECTION 4215/4217 OF THE GOVERNMENT
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY A 1c Q L CODE REQUIRES A DIG ALERT IDENTIFICATION
K � S ENGINEERING
SUCH MATERIAL. p � (GFS) (FT) NUMBER TO BE ISSUED BEFORE A
Planning Engineering Surveying >G
Y To 10 15 "PERMIT TO EXCAVATE" WILL BE VALID. N
ENCINITAS: FIRE PROTECTION OLN t 0 20 PER YOUR DIG ALERT I.D. NUMBER CALL ENHAIN MUNICIPAL WATER DIST. CARDIFF
SANITATION DISTRICT 4c 8' MT H Y A 21- 26 UNDERGROUND SERVICE ALERT I I I I
REVIEWED BY: 1 REVIEWED BY: REVIEWED BY: (619)296 -5565 7801 Mission Center Court, Suite 200 / 31 -40 36 �
� VICINITY MAP
`"111 V $
7 j4 '9 8 „/ f�iQt ' ?/1 Y L /O _/3 0 -9 San Diego Ca. 92108 J� a1 -so a• TWO WORKING DAYS BEFORE
YOU DIG No SCALE
LEVEL SPREADER DETAIL
DATE DATE DATE NTS Q �
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: N Y C CKE Y: APPROVALS
�
I AS BUILT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
DESCRIPTION: COUNTY BENCH MARK NO. REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPR
iN
OC 0073 -CRIB. SQ IN TOP OF / GRADING AND EROSION CONTROL PLAN FOR:
HEADWALL HORIZONTAL: N/A DATE 9 /� 9� 7 �1 88 - / 83 '��
LOCATION S.W. CORNER EL CAMINO DEL NORTE LO
BY: BY: "
& RANCHO SANTA FE ROAD. ��m � ^�� 48592 WILDFLOWER ESTATES LOT 31 _
RECORD FROM: C.S -D VERTICAL CONTROL VERTICAL: N /A �"" • "` C y� 9 17 98 KAMAL S. IS R.C.E. NO.
1 G ® N
119,476 U.S.C. & G.S. DATE EXP. 06 -30 -2000 DATE: DATE: j ll�l2i MAP N O. 1 2882 o z
w
WORK PROJECT NO. 9829 SHEET 1 OF 00 <
r 06
1
a p
MH r
I MH
Q v CQ
C0 I o G \ 0
C I t -em \ LOT
- Z ` X AP 1180
m LOT
0
T
I I -
00.43`39".,..350.
f m
�x W
-•,
x ��T IST.`1$' SEWE SEME IN FA OF RDIFF
w po S ITATI DISTRICT C. 6 1997 F/P`87 9406
Lo
MH y
" I MH� 1 90 8'• \
- L^
1 92
1 96 '� A
OD
200 _
\ S Ts p 204 � \ \
R= 20.00• /
L =27.39
G 205.
_
_ F � o L q G _.✓ T. WA R SERVI
\ -- a'• PTO �T OT 6
; hY1(DROSEED SLOPES \ N MA 1
M H
o
- AP
- ° - -- •_._.r... .. �'-- ._..____-- Ee .� � A .`— ,-- .—`_ — ~— - - �`�'`� mil\ � �� � �``��
� o
0 F
_
210 \ ° x O
o •
`"'--- ,._... "'°o `-- _._. w C.n � , � • � �� __, 1__- ,_._.__ .. mo o \
~` ` _ `` 1 _ • PAD ELEV = 20 1 p ' \
~ ` \ ♦ EXIST TRAILER A� 0
DRIVEWAY
TO BE REMOVED �
MIN. OFFSET
220
�_ �"'--- --,-_ '°--°-°• -,,. ~'_'- _ °—._. -% �._ � qT�� \ —" -_. HYDROSEED \ SL
i 20 _
i
u 210
2 1 � 2:1 MAX. �
C, R =170.00'
L= 13.27'
X
L =36.50 ="°6 R=38
WAL L�
_ S
=2
^• ..._- ° -- , ` -- _ _ - _..PRLVAIE_R.9AD EASEMENT PAR b06 NO_ 6.20' �y
-� 230 ' 1994- 0161949 REC. 3- 11 -94.
- \.. GRAPHS SCALE ' LO�T.. , . ''� - - \ FX • \ ` t
`\ 20 o `- an_ 20 40 -° - ------- 882 \ qN EXIST J N I
W
` ^ MED qN
J, 0
- _ ( IN FEET) �- P ®fESS /p 1 \ J n 0EBs VAULT — x
VAU —
240 i MH
' ��` WM ASPHALT ROAD 1 __
IN 0 ___ -_'_— _� "`' °
CA o
-
—„"" _ter
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT D ESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS
A BUILT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ir DESCRIPTION OC CO
007 GRADING AND EROSIO
BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED zC4
OC 0073 -CRIB. SO IN TOP OF y - N CONTROL PLAN FOR
TM 8 8 - / g3 w
HEADWALL. HORIZONTAL: 1 20 DATE : ' i _ 9 WILDFLOWER ESTATES LOT 31 UU �
LOS.AILQN; S.W. CORNER EL CAMINO DEL NORTE BY: BY: SF � 3G � _ i'
do RANCHO SANTA FE ROAD. C _
RECORD FROM C.S.D VERTICAL CONTROL VERTICAL: N A BY: R' l ? -�I$ R.C.E. NO. : 48592 0 w
AL S. S ,
IS MAP 12882 wmo
DATE: �� /3 �8 DATE: I D - 3 ' -
V: 119.476 U.S.C. do G.S. EXP 06 -30 -2000 WORK PROJECT NO. 9829 SHEET 2 OF 2 -