1999-5975 G (Plans) WORK TO DONE OWNER'S CERTIFICATE
GRADING F DROSEED I (WE) HEREBY CERTIFY THAT A REGISTERED
G S OILS ENGINEER OR GEOLOGIST HAS BEEN OR
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
SOILS 1. HYDROSEEDING SHALL BE APPLIED T❑ ALL SLOPES THAT ARE GRADED 61 WILL BE RETAINED TO SUPERVISE OVER ALL
ENGINEER OR UNDER HIS /HER DIRECTION: HE /SHE SHALL OBSERVE AND (HORIZONTAL TO VERTICAL) OR-STEEPER WHEN THEY
ARE: GRADING ACTIVITY AND ADVISE- ON THE
STANDARD SPECIFICATIONS FOR PttBLIC WORKS CONSTRUCTION, THE DESIGN TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO COMPACTION AND STABILITY
OF THE SITE:
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS BACKFILLS AND COMPACTION OF TRENCHES, HE /SHE SHALL SUBMIT SOILS A. THREE
FEET OR MORE IN HEIGHT IN FILL AREAS. -
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF
ANY FILL
REQUES FOR INSPECTION. MATERIAL, UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL B. 5 FEET OR MORE IN
HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT DATE: / 7'10
�•.
t'.+ yr�•r STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER SUBJECT TOP ER - OSION DUE TO
THE EROSION RESISTANT CHARACTER OF THE SI NATURE
#6000 Plow fftw;tw/ HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS MATERIAL AS APPROVED BY THE
CITY ENGINEER: NAME: TAf Q',QsN�LL
2. THE SOILS REPORT TITLED "^ft S ;�E� PREPARED BY ��,� !^ w 6xA �• AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED
' �
DATED MPV fgf'T HALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM DECLARATION OF RESPONSIBLE CHARGE
ALL GRADING HALL BE DONE IN ACCORDANCE WITH THE RECOMME NATIONS ACCEPTABLE FOR THEIR INTENDED USE. LEVEL FOR THE
GROWTH OF THE HYDROSEEDED GROWTH,
AND SPECIFI AT ONS CONTAINED N SAID REPORT. r [e%�rrfev
K.� offee I HEREBY DECLARE THAT I AM - THE ENGINEER
f ��o�nei►,► ,+�*• t, f.�✓. >'•v eveo :ai /w�•I �ereA �,te� -• OF WORK FOR THIS PROJECT, THAT I
HAVE
3: APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPR ❑F SIZES, 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE POLL ❑WINGS EXERCISED RESPONSIBLE CHARGE OVER THE
LOCATION AND TYPE OF DRAINAGE_FACILI °R[�VEMENTS PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ❑, WATER: HE /SHE
DESIGN OF THE PROJECT AS DEFINED IN
TIES NOR OF IM�
WITHIN STREET RIGHT - -WAYS. SEPARATE APPROVALS AND PER�4ITS FOR SHALL CONTROL SURT ACE WATER AND AVOID DAMAGE TO ADJOINING
l: SEED MIX SHALL CONSIST ❑F NO LESS THAN SECTION 6703 OF THE BUSINESS AND
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE A, 20 LBS, PER ACRE OF ROSE CLOVER PROF
ESSIONS CODE, AND THAT THE DEIGN IS
THESE SHALL BE REQUIRED IN CONDUCTION WITH IMPROVEMENT PLANS, REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
B. 20 LBS. PER ACRE OF ZORRO FESCUE
UNTIL S! NCH TIME AS PERMANENT DRAINAGE AND EROSI ❑N CONTROL C. 3 LBS, PER ACRE OF E SCHOOL CIA
CALIF❑RNICA CONSISTENT WITH CURRENT STANDARDS,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. MEASURES HAVE BEEN INSTALLED. D: 4 LBS. PER ACRE
OF ACHILLEA MTLLEFOLIA
E. 3 LBS. PER ACRE ❑F ALYSSUM (CARPET OF SNOW) I UNDERSTAND THAT THE CHECK OF PROJECT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3, ALL AREA TO BE FILLED SHALL BE PREPARED TO BE FILLED
AND FILL F. 1./2 LB: PER ACRE OF DIMORPHOLECA DRAWING AND SPECIFICATIONS BY THE CITY OF
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING T T FICATIONS: ALL ITEMS C, D, E, AND F
OF THIS SUBSE�TIO�
�, ENCINITAS IS C ONFINED T❑ A REVIEW ONLY
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION SHALL BE PLACED ACCORDANCE WITH STANDARD SPECI G:
� MAY BE OMITTED ON AND DOES NOT RELIEVE ME, AS ENGINEER OF
EXISTING PRIOR TO GRADING. VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY LOCATIONS WHERE THE
AREA BEING HYDROSEEDED IS NOT VISIBLE WORK, OF MY RESPONSIBILITIES FOR PRO-JECT
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES: DESIGN
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO H. ITEM A OF THIS SUBSECTION MUST BE
INOCULATED WITH A NITROGEN
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUME G NT OR BENCH SUITABLE FIRM NATURAL GROUND.
THE EXPOSED SOILS SHALL BE FIXI "' BACTERIA AND APPLIES DRY EITHER BY DRILLING OR
MARK WHICH IS DISTURBED 0R DESTROYED SHALL BE REESTABL ISHED AND ,� M. ZOMORRODIAN
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SCARIFIED TO A DEPTH O. C 6� r ANL n T HEN COMPACTED TO
A MINIMUM OF 90 BROADCASTING BEFORE HYDROSEEDING. 5055 AVENIDA ENCINAS, STE 230
PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, I. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE JOBSITE A 00 Na 43236 •
SURVEYOR, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF C AR LSB Dy C A 92 8 EXP13 - 31 - 2000
7, THE CONTRACTOR SHALL D CONSTRUCT AND MAINTAIN ALL SAFETY
SPECIFICATIONS. FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PH: (760) 931 -100 n
DEVICES INCLUDING SHORING, AND SHALL BE
DEVICES, RESPONSIBLE FOR CONFOR M ING T PRINTED ON SAID CONTAINERS: ' ' CAl-
��OF�" 1E
CUT _ AND FILL SLOPES SHALL BE CUT AND TRIMMED T❑ FINISH GRADE T❑ J. NON - TO - TOXIC WETTING AGENTS
MAY BE ADDED TO THE
TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 4, BY. ATE f
Y�
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES HYDROSEED SLURRY AT THE DISCRETION OF THE
CONTRACTOR: (SIGNATURE)
AND REGULATIONS. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 1APOP
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 2, TYPE 1 MUL CH APPLIED AT THE
RATE OF NO LESS THAN 2,000 LBS. PER ACRE. RCE NO,: 43L3 i✓ EXP. DATE 3 - �
8. GRADING AND EQUIPMENT OPERATING W1 T HIN ONE -HALF (1/2) MILE OF A AND ORDERLY CONDITION. ALLSTONES ROOTS AND OTHER WASTE
MATTER- TYPE 6 MULCH (STRAW) MAY BE SU BSTITUTED ALL OR PART FOR SOILS ENGINEER'S CERTiRCATE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW I& USED IT MUST BE
Y n o
HOURS OF 5:30 P:M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY.
RECOGNIZED HOLIDAYS. BECOME L OOSENED SHALL BE REM ❑VEIL ANI, DISPOSED OF. THE TOE AND ANCHORED T❑ THE SLOPE
BY MECHANICALLY PUNCHING NO LESS THAN 50% OF I, .�oselh► G. {1'tRn/�a�+✓c A o 00
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING THE STRAW INTO THE SOIL.
REGISTERED CIVIL ENGINEER IN THE STATE Or CD o
ORDINANCE: CALIFORNIA PRINCIPALLY DOING BUSINESS IN
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING N
HAS BEEN HELD ONSI T E WITH THE FOLLOWING P �OPLE PRESENT CITY 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE, 16 -20 -0, WITH 15/• THE FIELD [IF APPLIED SOIL MECHANICS, r-+ C
E T ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE IONABL
INSPECTOR, CI % IL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 5. E MATERIAL SHALL BE SULPHUR APPLIED AT
THE RATE ❑F 500 LBS. PER ACRE, HEREBY CERTIFY THAT A SAMPLING - AND STUDY
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE OF THE SOIL CONDITIONS
PREVALENT WIT - HIN
PERMiTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY WI TH THIS SITE WAS MA�
BY 1►II�J'F�l'r %DOt� �'�� t�++r. _
N ADVANCE BY CALLING (760) 633 -2770, CONTRACTOR S❑ AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED W� H AREAS TO
BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDRO�EE-DDING BY: LE , U
AT LEAST 48 HOURS I
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DE�RiS: ,DATED fi� 4k`�9 - m -r �a dPO"TF''
„ �fjG"'o'�� o
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
FROM THE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: grsa ;g4-s,, DAD mw+tc'16,Z.000, ONE COMPLETE
COPY kD M
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT SOILS ENGINEER AND CITY ENGINEER PRIOR T❑ THE DISPOSAL
OF ANY SUCH OF THE SOILS REPORT COMPILES FROM THIS 1\ Q
TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED MATERIAL. A. TRACK WALKING SLOPES STEEPER
THAN 6:1 STUDY, WITH MY RECOMMENDATIONS, HAD BEEN v pq
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONNDITIONS AND B: RIPPING AREAS THAT WILL
NOT BREAKUP USING ITEM 'A" ABOVE SUBMITTED TO THE Of`FICE OF THE CITY (�
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE ���� CONTRA ENGINEER: FURTHERMORE,
I HAVE REVIEWED J
HAULING OPERATION. 2. CONDITIONING THE SOILS S❑ THAT IS IS SUITABLE FOR PLANTING BY: THESE
GRADING PLANS AND CERTIFY THAT THE -
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RECOMMENDATIONS INCLUDED IN THE SOILS
Q
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT RATS GORGONE AT (949) 660 -6152 (PHONE NO:). A.
ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT REPORT FOR THIS PROJECT HAVE BEEN U
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, u SATURATED SEED BED. INCORPORATED
IN THE GRADING PLANS AN
2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK S. ALL BE MAD AVAILABLE SPECIFICATIONS.
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
MATERIAL B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR ,d °N. aii�ert O
UNDER PERMIT NO. 5975 -G H AS BEEN PERFORMED IN SUBSTANTIAL SHALL BE STOCKPILED ON SITE AT C ❑NVENI NT LOCATIONS
TO FACILITATE COVERING SALINE SOILS T❑ PR ❑VIDE VIABLE CONDITIONS FOR � K• ;���
CONFORMANCE WITH THE APPROVED GRADING PLANS 0R AS SHOWN ON THE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. GROWTH. R I E N D� ; 3f5s2 k * �� Z
ATTACHE AS- GRADED PLAN', THIS STATEMENT SHALL BE FOLLOWED BY CE s CL1
THE DATE AND SIGNATURE OF THE CIVIL ENGINE-ER WHO CERTIFIES SUCH 3, DEVICES SHOWN ❑N PLANS SHALL NOT BE MOVED OR
MODIFIED WITHOUT EXP. DA 2 3� 2oe - CA Li
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL OWNER'S NAME c e:r
A Z W
GRADING OPERATION, THE APPROVAL OF THE ENGINEERING INSPECTOR, THE PROJECT IS PERMANENTLY LANDSCAPE) OR, FOR
AREAS WHERE HYDROSEEDING IS
ADDRESS= 1960o A1•c 4rMart �?Ivd. • iob CO �
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY tAawc„ C4 9z&/Z. =
NOTMATIONS 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ICES T❑ RELEASED: APN1 L"S-
Z5Z •03
'r T UNDERGROUND UTILITY PIPES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
1. THE EXISTENCE AND LOCATION OF UNDER I � RUN -OFF PRODUCING RAINFALL. -
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AL DATA= EARTHWORK: VICItM MAP
z
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES NTS H 0
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER1 AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE
1) STEEPEST EXISTING NATURAL. SLOPE ❑N -SITE _ _ 50% CUT = 10,771 C.Y. Q
THE CONTRACTOR IS REQUIRED T❑ TAKE DUE PRECAUTIONARY MEASURES GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
- -- INTERSTATE 5 Z
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE 2) MAXIMUM VERTICAL DEPTH OF CUT = 9' FILL
= 6 ; 666 C.Y. FREEWAY Z U
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUP:DEI) 3) MAXIMUM VERTICAL DEPTH ❑F FILL = 9'
So IMPORT /EXP ❑RT = 4,10 C,Y z
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR T❑ ANY Lj LJ
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WATERS CREATE A HAZARDOUS CONDITION. 71
ENCINITAS
NOTIFICATION OF COMMENCEMENT OF WORK , 4) AVERAGE DEPTH OF CUT = 10 C.Y./ _ _ - -_ FT: Undemovnd
Service Alert W Q
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 19 3 9 900 S.F z Q
A. SEWERS - CARDIFF SANITATION DISTRICT C 760> 633 -2780
PLAN SHALL BE INCORPORATED HEREON. •` Coll: TOLL FREE L3 z
5) AVERAGE DEPTH OF FILL = 6,666 C.Y./ _ x•36 _ FT. � 1- 800 RIQUEZA ST.
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B. GAS & ELECTRIC - SAN- DIEGO GAS & ELECTRIC ( 800) 411 -7343 8. GRADES AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY FROM 13 2 ,366 S.F. 422 -4133 A W W
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. = 49 PARK —LANE SITE
C. WATER - SAN DIEGUITO WATER DISTRICT ( 760) 633 -2709 TV ,,,,,,,, A b " 9~ ., b , w MELBA U
Q
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE LEGEND W
D. TELEPHONE - PACIFIC BELL ( 800) 310 -2355 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY MONUMENT
190.60 PROPERTY LINE l!7
FORECAST EXCEEDS FORTY PERCENT (40 %), SILT AND OTHER DEBRIS SHALL SAND BAGS FINISH GRADE CONTOUR
z U-)
E. CABLE TV - COX COMMUNICATIONS ( 760) 599 -6060 BE REMOVED AFTER EACH RAINFALL. 200 —� S ANTA
FE DR. Q o
HYDROSEED , , , , , , , , , , , , , EASEMENT LINE _ _ _ — — ___1 U)
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
PROVIDE RETAINING WALL_ PER C - 2 EXISTING CONTOUR
^�� EFFECTIVE COVERAGE OF GRADED SLOPE (90% COVERAGE) PRIOR TO PROPOSED SPOT ELEVATION_ 531
Ld
TO BEGINNING ANY WORK ON THIS PROJECT, PHO:.�� (760) 633 -2770 NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
STRAW D -75 BROW DITCH 1
INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF THE EROSI ❑N AND EXISTING FENCE _x w _X X EXISTING
SPOT ELEVATION X05,4 W E Q
3. THE CONTRACTO(� SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION, SEIIIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
DEPARTMENT CUT /FILL SLOP DIRECTION OF DRAINAGE- � X
PH ❑NE C760) 633 -2770: OF CONSERVATI ❑N. T Tn-G� S
SUBDIVISION BOUNDARY
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT ENCINITAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT SAN DIECUITO
WATER DISTRICT DAYLIGHT
TO REJECTION AND REMOVAL.
cy-
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Q==�Q _&yttr,, LANTEC ENGINEERING INC.
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5055 AVENiDA ENCINAS STE 230 f---r
BY: DATE: BY; DATE: BY; DATE: CARLSBAD CA 92008
SIGNATURE EXPIRES 2 YRS FR DATE LD Q
PH (760) 931 -1000
Z Q
REVISIONS APPROV D DATE REFERENCES DATE SD. CO SURVEY BRASS CAP IN WELL BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS
ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO: W Q
HOUSE PUSH BACK 10 PLANS PREPARED /" �J NDER SUPERVISI ❑N OF RECOMMENDED APPROVED GRADING & EROSION CONTROL
PLANS FOR:
UPDATE ON CENTERLINE ENCINITAS BLVD: DATE BY: HORIZONTAL NIA -- GRADING
_1 Ji/1 • M BY: 5975 —G
JDRAINAGE /�/� STA, 36 +75 ELEV. 18 %97 2. ,gyp �! CREST HOMES
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Underground Service Alert Z`;� Z i iach s 40 � -
Z No. C43236 1 00,4 CL DWY W
A 100.4 CL DWY •`- o °� Call: TOLL FREE '� . N . •
p 1 -800 CUT SLOPE �.;. ��EXP�3- 31- 2000�� LANTEC ENGINEERING INC. z W
422 -4133 3'470 -C -2000 CONCRETE OR 9�F SOSS A AD, CA 92008
BROW DITCH BOTTOM MAY 3 PSI AN PLACED CONCRETE S STE 230 H
, 1 F TYPICAL DRIVEWAY PLAN tCROSS DRIVEWAY DRAINAGE) CAR CA 92006
TYPICAL DRIVEWAY PLAN BE ROUNIDED AT THE OPTION CAS- Q
- m woman o" arm V 01 OF THE CONTRACTOR. NETTING. WITH 1 1/2 X1 /1/2 17 GAGE StUCC❑ N.T. PH (760) 931
-1000 Z Q nFS1fNFn BY HFEKFD By N.T.S.
APPROVALS ITV Of= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N . W
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE RADING PLANS FOR:
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED ) A
I HOUSE PUSH BACK 10' 0� SD. C❑ SURVEY BRASS CAP IN WELL DATE 1V BY: A �/1 � BY. NEW CREST HOMES
5975 - G
2 UP A ON CENTERLINE ENCINITAS BLVD. HORIZONTAL N/A •
GRADING 4 DRAINAGE STA. 36 +75 ELEV. 189.97 / R.C.E. NO. - DATEI 365/ 00 DATE; � �15'�D
gull 3 VERTICAL N/A M. Z❑MORR❑DIAN WORK PROJECT NO. TM 98 -071 SHEET 2 ❑F 3
A S EXP. 3 - 3- .
PL PL PL 22•
DRIVEWAY =
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COMPACTED OVER FILTER PURPOS S PER DOC. REC. 7 - 25 - 52 Q BAGS TOP ROW D
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to ma X. WO OD (TAI � SANDBAG CHECKDAM W
TRACTOR, PLEASE NOTE THAT ALL OVERHEAD UTILITIES Q
PTO BE UNDERGROUNDEly. COORDINATE WITH SDG&E _PRIOR TO TYPICAL SANDBAGGING DETAIL AT CATCH BASIN)
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GROUND Underground Service Alert ( IN FEET )
It V J
SILT FENCE DETAIL • CaH: TOLL FREE i inch - 40 fL
No.
- C43236 -2000
1 -800 EXP�3 � „ CATCH BASIN PROTECTION & SANDBAGGING LOCATION
' L�1 0
422 -4133 �'� Q'
LANTEC ENGINEERING INC. Z Lj
- 5055 AVENIDA ENCINAS STE 230 z
no „ON" am Wow Vw m CAL CARLSBAD, C A 92008
PH (760) 931 -1000 Q
3 ZQ
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES
DEPARTMENT DRAWING N❑, LJ Q
HOUSE PUSH BACK 10' SD, CO SURVEY BRASS CAP IN WELL PLANS PREPARED UN)ER SUPERVISI ❑N OF RECOMMENDED APP ED ER❑SI
❑N CONTROL PLANS FOR:
UPDATE 3 ON CENTERLINE ENCINITAS BLVD. !2 /I ��' M :
BY N EW CREST HOM 5975 — G
GRADiNG3DRAINAGE . DATE � BYE
STA. 3675 ELEV, 189.97 HORIZONTAL N/A �
As uL K Ole
VERTICAL N/A R.C.E. N❑. � 43236 DAB 311S1 op DATE=
M. Z ❑M ❑RR ❑DIAN EXP. 3 -31 -2000 WORK PROJECT N❑. TM 98 -071 SHEET 3 OF 3