2003-7809 G (Plans) GRADING NOTES: EROSION CONTROL: •
1. ALL WORK SHAD_ BE DONE IN ACCORDANCE WITH THESE PLANS, THE LEGEND: DWG. No. SYMBOL
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MAJID ����
CONSTRUCTION STANDARDS OF THE CITY OF ENCiNITAS AND THE SAN DIEGO 24 HOURS A DAY AT X58) 603 -1763 (PHONE) 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY PIPES AND PROPERTY LINE -
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRiL AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING CONTOUR 1 05
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON EXISTING UTILITIES EXCEPT AS SHOWN ON THiS PLAN,
HOWEVER:
2. GEOTECHNICAL INVESTIGATION AND FOUNDATI OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
THE SOILS REPORT TITLED OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO-
PROPOSED CONTOUR
R ECOMMENDATIONS FOR PROPOSED FOUR NEW RESIDENCES, 1608 -1612.
R
LAKE DRIVE PREPARED BY ENGINEERING DESIGN GROUP DATED NOV. 22, 2 000 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT PROTECT
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
AND UPDATE REPORT OF COMPACTED Ell I Fn GROUND, THREE PROPOSED THE APPROVAL OF THE ENGINEERING INSPECTOR. SiTE. IT iS THE CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE FOLLOWING FILL SLOPE -
RESIDENTIAL BUILDING SITE 1608,1610 AND 1612 LAKE DRIVE, ENCINITAS, OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
CAUFORNIA PREPARED BY AWED EARTH TECHNOLOGY, DATED JAN 6, 2003 WORKiNNG ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH COMMENCEMENT OF
WORK: DIRECTION OF FLOW -
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING RUN OFF PRODUCING RAINFALL 2 FOR ANY QUESTIONS REGARDING THE MARK -OUT
OF UNDERGROUND 2 FL
IE
SHALL BE DONE IN ACCORDANCE WITH T RECOMMENDATIONS AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR
SHOULD CONTACT THE RESPECTIVE UTILITY FLOW LINE ELEVATION - �----
SPECIFICATIONS CONTAINED IN SAiD REPORT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
COMPANY. FINISH GRADE ELEVATION _ 210.0 FG (800) 422 -4133
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SiZES, UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS MAY ARISE. _
AND PERMITS FOR ( ) 211.0 FS
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS
6. THE CONTRACTOR SHALL � RESPONSIVE AND SHALL TAKE NECESSARY CARDIFF SANITARY DISTRICT 800 422 -4133 FINISH SURFACE ELEVATION
�---
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED SAN DIEGO GAS &
ELECTRIC (760) 753 -6466 DRAINAGE PiPE 3" PVC FORCED (SDR -35) -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE WATERS CREATE A HAZARDOUS CONDITION.
GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED OLIVENHAIN MUNICIPAL WATER DISTRICT (800) 422 -4133
DRAINAGE PIPE 4" PVC (SDR -35) -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADING PLAN SHALL BE INCORPORATED HEREON. PACIFIC BELL (800) 422
-4133 13 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ( )
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIMENSION
CABLE CATCH BASIN NDS 9"X9'
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN RACE AT 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS CATCH BASiN 4'X4'X8' DEEP
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN PRIOR TO BEGINNING ANY
WORK ON THiS PROJECT. PHONE: (619) HYDROMATIC SB4S0300M2 -4, 230 VOLT, 20AMP, 3HP
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4071:). SILT AND OTHER 633 -2700.
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. TFIE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
RETAINING WALL SDRSD C -
, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE: ( 619) 633
-2700. ALL WORK PERFORMED WITHOUT
SAFETY DEVICES
CONFORMING TO ALL LOCAL, STATE FEDERAL BE RE AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL RETAINING WALL TO BE REMOVED
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW .
M�iSTALIFD MV ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND s PROPOSED PORTLAND CEMENT CONCRETE � .•
... .�
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OWNERS CERTIFICATE
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. GARDEN WALL -
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
AND CiTY RECOGNIZED HOLIDAYS. HAS BEEN OR WiLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY GARDEN WALL TO BE
REMOVED
_
9. NO GRADING OPERATIONS SHALL COMMENCE UNTiL A PREGRADING SAN DI EGU ITO WATER DISTRICT NOTE AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SiTE.
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT:
FX iSTiN6 WATER SERVICE
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING SEE SHEET 2 Nt ,� Z� 0 3 PROPOSED 4" SEWER LATERAL SDS-
100,S- 13,SDS- 102,S -19, S -4C
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED � � MAJID MORTAZAVI, OWNER PARCEL 2 DATE
2770.
WiTH THE CiTY AT LEAST 48 HOURS IN ADVANCE BY CAWING (619) 633- S OILS ENGINEERS STATEMENT PROPOSED TRENCH RE5URFACING
SDG -107
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ROBERT CHIW i � � tm Z 9 0 3 PER CITY OF ENCINiTAS
STANDARDS
PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER I ' A RED AY HANA NiNA KHANA, OWNERS PARCEL 3 DATE
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
GRASSED FILTER STRIP
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
FOR BEST MANAGEMENT PRACTICE NOT TO -BE
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THI c L q
KoI Ak__ s � 3 MODIFY WITHOUT PERMIT FROM THE CiTY O
REGARDS TO THE HAULING OPERATION. SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ALI AKBAR KOLAHI, OWNER PARCEL 4
DATE ENCINITAS. -
I z 1 y 10 7- AND Ill 2 - 1 1 0- 1 ONE COMPLETE COPY PROPOSED GRAVEL BAGS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
PROPOSED SLOPE HYDROSEED
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER. FURTHERMORE, HYDROSEED
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
GRADING UNDER PERMIT NO. 7809 -G HAS BEEN PERFORMED IN SUBSTANTIAL INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 1. HYDROSEEDING
SHALL BE APPLIED TO ALL SLOPES THAT AREA GRADED 6:1 PROPOSED 16' DRIVEWAY G -14A, 0-16, SDG-100
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE IN THE GRADING PLANS AND SPECIFICATIONS. (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
ATTACHED AS- GRADED PLAN ". THiS STATEMENT SHALL BE FOLLOWED BY THE -� A. THREE FEET OR MORE iN HEIGHT IN FILL AREAS.
EXISTING 25' BLUFF SETBACK
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH
DATE
GRADING OPERATIONS. l / B. 5 FEET OF MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT APPROX. LIMIT OF REMOVAL
& RECOMPACTION
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS SIGNED' DATE: SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
CHARACTER
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE G.E. �•� G- 0019>3 � OF THE MATERIAL AS APPROVED BY THE CITY
ENGINEER.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND EXPIRATION DATE: 12/31 /05 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL
OF THE SOIL AT THE EARTHWORK QUANTITIES : S I TE ADDRESS:
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
aoFESSro PARCEL 2: 1608 LAKE DR.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON CoMpANY: ALLIED EARTH iECHNOLOGY oQ Nq� OUTSIDE BUILDING
ENVELOPE ONLY:
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ��Q� � c, Fs� 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
PARCEL 3: 1610 LACE DR.
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ADDRESS: 4926 LA CUENTE DRIVE, SUITE 1. SEED MiX SHALL CONSIST OF
LESS THAN: CUBIC YARDS
PARCEL 4: 1612 LAKE DR.
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SAN aE�• CA 92124 � cm No. C -24613 � a. 20 LBS. PER ACRE OF
ROSE CLOVER. Ctrl. �� ENCiNITAS, CA 92024
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT ) E"p 121310 b. 20 LBS. PER ACRE F Z FESCUE. FILL-
1300 CUBIC YARDS
TELEPHONE: (619 447 -4747 c. 3 LBS. PER ACRE OF E SCHOOL CAI CALIFORNICA.
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED si r
ENGINEER JOB ft: OZ- 1167F2 •+r civic � CA<►F� d. 4. LBS. PER ACRE OF ACHILLEA MILL.EFOLIA. IMPORTED FILL- 11
� CUBIC YARDS
USE.
E e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW). REMEDIAL QUANTITIES M CUBIC YARDS OWN J
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO f. 1/2 LBS. PER ACRE OF DIMORPHOLECA.
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL g. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE OMITTED ON
RANCHO FARMS CONSTRUCTION
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR LOCATIONS WHERE THE AREA BEING HYDROSEED IS NOT VISIBLE NOTE:
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES MR MAJ1D MORTAZAVI
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
ONLY. (CALCULATED ON A THEORETICAL BASiS. ACTUAL 13315 WiNSTANLEY WAY
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS h. ITEM "A" OF THiS SUBSECTION MUST BE INOCULATED WITH A QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
NITROGEN FIXING PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN DECLARATION OF RESPONSIBLE CHARGE
OR BROADCASTING BE BEFORE HYDROSPEEDING.� EITHER BY DRAWING NM N L TEL- (858).798353'
INST ALL ED. ENViRO ETA DATA:
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF _ - - -- 0.5,1
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED T0, OR STEEPEST NATURAL SLOPE:---------- - - - - --
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS PRINTED
ON SAID CONTAINERS. MAXIMUM VERTICAL DEPTH OF CUT:------------ - - - --0
j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE MAXIMUM VERTICAL DEPTH OF FILL ----------------- 2.5
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR. AVERAGE DEPTH OF CUT:----------------- - - - - -- 0
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE AVERAGE DEPTH OF FILL•-------------------- - --1.5
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 2. TYPE
I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS.
OF 90 PERCENT. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT PER ACE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART,
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE FOR HYDRAULICALLY
APPLIED FIBER MATERIAL. WHEN STRAW IS USED
WITH SPECIFICATIONS. PROJECT DESIGN. IT MUST BE ANCHORAGE TO THE SLOPE BY MECHANICALLY PUNCHING SOURCE OF TOPOGRAPHY
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE NO LEES THAN 50% OF THE STRAW INTO THE SOIL TOPOGRAPHY
BY K&S ENGINEERING
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
DATE: 9 -25-02
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND DATE: 2 Q�j WiTH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER HOSSEIN ZOMORRODI RCE 43235 LEGAL DESCRIPTION:
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EXP. 03 -30 -2004 AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
1E 1 P
BECOME LOOSENED SHAD_ BE REMOVED AND DISPOSED OF. THE TOE AND TOP HYDROSEEDiNG OF: LOTS 2 -4 PM 18579
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING COMPANY: K dt S ENGINEERING
ORDINANCE. ADtXtESS: 7801 t�ssloN CENTER COURT 1. � AN
ROUGHENING THE SURFACE To BE PLANTED BY Y OR A COMBINATION A P A R CE L NO, � r
16. ALL TREES, BRUSH, SAN DIEGO, CA 92108 a. TRACK WALKING SLOPES STEEPER THAN 6:1
GRASS AND OTHER OB JECTIONABLE MATERIAL s�
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE TELEPHONE: (619) 296_5565 b. RIPPING AREAS THAT WILL NOT BREAK UP USiNG
ITEM 'A" ABOVE. 260- 430 -72 THRU 74 5
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED SAN DIt C,UITO WATER DISTiZIGT
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ENGINEER J08 No.: 02 -093 2. CONDITIONING THE SOILS SO THAT R IS SUITABLE
FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOiL MOISTURE TO PROVIDE A DAMP BUT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE REVIEWED SY : oV_ DATE' S�/i1Io3 NOT SATURATED SEED BED.
�TAi�� N011M
1011 QROFES
SUCH MATERIALAL. AND CITY ENGINEER PRiOR TO THE DISPOSAL OF ANY �0; zo V' b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
SECTION 4215 /4217 OF THE GOVERNMENT ►'M o
�N OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR CODE REQUIRES A DIG ALERT IDENTIFICATION
h _ EXPIRES 2 YEARS AFTER DATE SIGNED GROWTH. NUMBER TO BE ISSUED BEFORE A
F K&S ENGINEERING ENGINEER OF WORK W y �_ W v A FIRE DEPARTMENT HYDROSEEDED ARE SHA BE MAINTA�gIN�JEpD TO PROVIDE A
VIGOROUS GROWTH "PERMIT TO EXCAVATE' WILL BE VAIm. � m9 �9m 9 Ym9 m 3 rq UNTI PLETED AN ALL P LEASED
ED OR, FOR AREAS UNTiL THE PER YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL PRE ¢ � TWO WORKING DAYS BEFORE YOU DIG Vi C I N ITY
MAP
NO SCAU
7801 Wssion Center Cwrt, Suite 100 HOSSEIN ZOMORRODI RCE 43235 DATE GL BY: 11 D-
San Diego Co. 92108 _,)
DATE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: RAWN Y: C HECKED Y: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION: CHISELED SWARM PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPRO D GRADING PLAN FOR:
LIM 9lt VEST M OF NW COKWTE HORIZONTAL: 20' DATE z o BY: 4 BY N ,- [4 ,PARCELS 2, 3 & 4 PARCEL
MAP N 18579 7809-G 8
CURB RETURN 0 WCE MW O R.C.E. NO. : 43235 LAKE DRIVE o
RECORD CO #0042
VERTICAL N/A BY; HOSSEIN ZOMORRODi 03 -31 -2004 DAB' S/ 2 2 ��' 3 02-093 PLC CASE 01 -254 SHEET
1 OF 2 z
323.10 D 7
t
1
GRAVEL BAGS OVERLAP NOTES
ONTO SLOPE
1. ALL ELEVATIONS SHOWN ARE FNSHED SURFACE t111 01HERMSE NOTED.
2. THE OWNER AND /OR CONTRACTOR SHALL VERIFY WITH CNIL DNGINEETt THE WILDING
EMC SEC. 31134.030BfS1 STRUCTURAL SECTiON(S) PRIOR TO REQUESING STAKES FOR ROUGH GRADE PADS.
NO PRINCIPAL STRUCTURE OR IMPROVEMENT OR PORTION THEREOF 3. CONTRACTOR TO VERIFY LOCATIION AND ELEVATION
OF ALL EXISTING UTILITY
CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION.
6'1AF! PROPOSED GRADE UND ER TAKEN , (25) FEETAMY POINT ALONG
ALL PROPOSED WAILS WILL BE LESS THAN S HIGH OR ACCESSORY STRUCTURES AND 4. THE BOUNDARY SHOWN ON THESE PLANS
IS NOT NECESSARILY THE RESULT OF A BOUNDARY
/ FROM TOP OF FOOTING TO TOP OF WALL AND ARE AN AN INL BLUFF
LOCATED UFF EDGE. MINOR GRADE, INCLUDING LANDSCAPING, SHALL SURVEY BY K & S ENGINEERING. THE BOUNDARY LINES
SHOWN HEREON MAY HAVE BEEN
3 FT (0.9 M) MiN.
CA 2' NOT A PART OF THIS PERMIT BE ALLOWED TD WITHIN 5 FEET OF THE TOP EDGE OF ANY ESTABLISHED FROM RECORD
DATA ONLY.
i x PROPOSED HILLSDE/1NLAND BLUFF SUBJECT TO THESE REGULATIONS.
RUNOFF EXIST 5. ALL SURFACE DRAINAGE SHALL 08lEC1ED A MINIMUM OF 2 PERCENT AWAY
ST RETAINING WALL
% GRADE
PER RSD C -3 FROM THE MIL.DING(S). DRAINAGE VIM LANDSCAPE AREAS SHALL BE PURSUANT
M THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED,
PERPETUAL OPEN SPACE EASEMENT / THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT
NO
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS SECTION A -A GRANTED TO THE CITY OF ENCINITAS PONDiNG OF WATER OCCURS
IN THE PLANTER AREAS. THE FNSHED GRADE WITHIN
ACTS AS SPILLWAY WITH ENDS OVERLAPPED NOT TO SCALE PER PARCEL MAP NO. 18579 / LANDSCAPE AREAS ADJACENT
TO THE BUILDING SHALL BE 6' BELOW THE FINISHED FLOOR.
NO GRADING OR CONSTRUCTION N THE EXIST RETA4NINNG WATERPROOFING AND /OR A STEYWALL iS REQUIRED WHEN THE
FINISHED GRADE IS LESS
REMOVE
APPROXIMATE AREA OF PROBABLE NON - STRUCTURAL. LOOSE OPEN SPACE EASEMENT WALL E RESTORE SLOPE THAN 6' BELOW THE
FMHiED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED WHEN THE
FILL MATERIAL SEE PRELIMINARY GEOTECHNiCAL INVESTIGATION ITS ORIGINAL STATE FINISHED GRADE IS MORE THAN 6' BELOW
THE FINISHED FLOOR.
GRAVEL BAGS CHECK DAM DETAIL PREPARED BY COAST GEOTECHNICAL DATED 02/17/2000 - 6. THE SUB DRAIN FOR THE
RETAINING AND/OR KEYSTONE WALLS. AS SPECIFIED BY OTHERS,
NOT TO SCALE SHALL BE CONNECTED WRH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET.
16' _ /
4' CONCRETE OVER � - _ / � 7. ALL STORM DRAIN PIPES SHALL HAVE NAlER1FGHT JOINTS INSTALLED.
4' CLEAN SAND PER i - & THE HARDSCAPE SHOWN HEREON WAS OBTANNED FROM 7HE ARCHITECTURAL PLAN.
SOL ENGINEER'S TF 314.4 / / \ \ CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE
PLAN.
RECOMMENDATION
i I 1 J \\ 9. THE CONTRACTOR SHALL NOTIFY THE ENG VEER OF WORK PRIOR 10 POURING ANY CONCRETE
. ". -. -.. = 315.1 \
� R3 _ 1 EXI POOL /� FOR CURBS OR HARDSCAPE E ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN
MET.
1.1 MIN. �1N•_ _ / �\ /
UNLESS OTHiERYNSE 1.5 CRUSHED ROCK 10. FOR LOCA7iON OF AREA DRIANS REFER TO LANDSCAPE PLANS.
6.70 -
� •,�, � 4'PVC N)►Zx 163 �� � (
SPECIFIED BY A I .�R - IE 309. . ,�� l 1� 11. ALL ON SITE, PRIVATE !IMPROVEMENTS
ON THIS otrAWMG ARE FOR NNFORMATKXN ONLY
SOILS ENGINEER FILTER FABRIC SECTION B - B `4 THE CITY ENGINEER'S APPROVAL OF THiS DRAWING, N NO WAY CONSTITUTES
AN APPROVAL
- \\ OF SAID PRIVATE WROVEMENTS. A SEPARATE PERMIT FOR SUCH IMPROVEMENTS MAY
EXISTING GRADE NOT TO SCALE 6. E 315.50 EXIST 25' BL �� \ �I I BE REQLREp,
TW 31&8 E 314. 1• • i SETBACK
7315.8
TOP OF ORK;flNAL E 315.1
SECTION B B NOTE: SLOPE (TYP)
N.T.S. CONSTRUCT SEDIMENT BARRIER / 1F 3 6.5 • ; �/� GRASSED FILTER
AND CHANNEUZE RUNOFF TO REMOVE EXIST GARDEN / STRIP - SEE DETAIL; 317. EX BUILDING
TRAPP
WALL & RESTORE SLOPE w LOWER RIGHT (TYP) \- J
" °E "� E 309. ( SAN DIEGUITO WATER DISTRICT NOTES
r TO ITS ORIGINAL STATE _ � ' - • 38 FL
SEWE
o a BAR C r I . be fPPROXI I1WT }
- � � �E 3 16 NOT UNCONTROLLED I � (
C / B i s / �41 R ec RECOMPACTION THiS AREA WILL BE m PAR CEL I
< Fj ti / 309.2 - REMIDiATED 2 COST RESIDENCE 1. REVIEW OF THINS PLAN BY SAN DIEGUTO WATER DISTRICT
DOES NOT CONSTITUTE A IIEPRESENTAT
c / 317.61 1 .56 \ I AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON -
EXISTENCE OF, ANY
o 315.41
WIDTH As r' / .Tw 318.41 LL FL K_, : ; L + UTILITY, PPE OR STRUCTURE WITHIN THE L&IITS OF THIS
PROJECT.
0 A REQUIRED TO .- h - FE 319.71 �.
ACCOMODATE
G / +
'•�"' - PAR CAL 3
•� -. '. � _. � PAD 318.96 � �'' l ` I 2 SnN
ALL EXIC FACRJTIES WHICH MAY AFFECT FINAL DESIGN, I.E.. LJiE CROSSINGS, LINE PARALLEI.IING,
CL W TRAFFIC. HYDROSEID e _ r "•-: 7.4 - •
ANTICIPATED } OR PROPOSED CONNECTION SHALL BE HELD VERIFIED. ALL EXISTING OR PROPOSED UTNTY CROSSINGS a
°� I- \ \ VTHIIN 10 FEET OF PROPOSED WATER MAN PL
S SHALL BE SHOWN ON IMPROVEMENT ANS. ELECTRICAL j
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DEGUITO
FE
r FFE 319.51 • + i WATER asT>:ICt
N SUPPLY WATER M WASH B RES I RE SLOPE F 4i 317.91 PAD 318.76 FS +
w �~ ITS ORKIINAI STATE 317.86 P M �8�79 FL I X. BUI N J ( 3. CONTRACTOR AND OWNER ARE RESPONSIBLE
M RELOCATE AND OR ADJUST TO GRADE AN DO
Y SI
WHEELS IF NECESSARY.
AND HYDROSEED •, It RS I --� ` / I WATER FACILITY (FIRE HYDRANT, METE VALVES,
VALVE BOXES, ETC.) WHK I IS AFFECTED BY THEIR
50' MiN. TOP OF ORIGINAL
SLOPE (TYP) 1 PAR 4 1 f I \ PROJECT. ALL AFFECTED WATER FACILITiES MUST MEET CURRENT SAN DIEGUITO
WATER DISTRICT
�O 31 ! - 1 : r
JY STANDARDS. IE FACILJTES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED 1D CURRENT FFE 31901
• - 'T =�" - �� � 06 _ _ � - -
FL FS - : ' - r.F3 � - j - - STANDARD AT THE OWNER'S EXFV6E.
PLAN PAR C r L 3 MAP �1 PAD
N. ?.S !. NvJ 31 &81 i �; r� .-::` - = �,' I I 4. U71l. M 10 MAINTAIN MINIMUM 5-FOOT SEPARATION
WHEN PARALLELXNG WATER SERVICES.
/ :, ter• �. ..![ = • . \ :. ! a; I
S TAB ILIZ ED CONSTRUCTION ENTRANCE :; : ;,; r • = �. : w , + 5, MPGMUM HORIZONTAL SEPARAi10N OF
10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO
(C ALTRANS C D-29A) '- : '� 1� - ` :'• `' , : Y * . i i ( + GAS AND ELECTRIC VAULTS.
GARAGE .�. ->< _t,. :.:;�.•,:�' j•i I
' 31 &316 FS •�; i A � ! i ( & ALL WATER CLEAR OF TO BE CONSTRUCTED CLE OF DRIVEWAYS
iND ALL OTHER TRAVELED WAYS.
V - _ t ,: / ' 1 i • _ 1 �• :- -- i t 1.�ti.. '£T 318 +' WATER METERS MUST BE
N FRONT OF THE PARCEL THEY ARE SERVING.
:'fix :- r -� r ': _ \ /� - -, -�
1
FS
31&41 - �.. �� 1 _ _ :. ,, -. _ ! ..`� .. :; 20.71
18 31m
r
- - ANS - FB a fX ._ .' Pb J A I
mm TOP EXIST AC BERM •� POST O • E SIDEWALK PIED -} ,:..4 , t SDGdcT ��' o l ; `
�� �� I
P AR.- - r 3 - 317.19 �� ��� i'9� 9�� 319.0 �'9 EX. CONC. CURB ,� ,�� O 319.91 L
GRAPHIC SCALE
ri ✓E1
O p 70 0 w M M
I .9 n 1 �j l�, E6lp & GUTTER FL
_G � G -G -G G -�� -G X � '�G w G -G -G -G G -G --� -G -G , -G G -� T G -GI -G -G -G -
STABALIZED CONSTRUCTION G G G - - i 10' ; S NG 2 H M AIN
ENTRANCE SEE DETAIL ABOVE 2 % T P ; ; I
- -� s s s EX. R MAIN 0 0.3� c ° ( J01 FErT )
1 tmwh
20 11'k
° \RIM- 31951 I I H f- s � �� s -s e s s
iE= 314.43 AKE DRIVE 8 3
2 d
w - - - w - - - 9r -w -w --�w -w -w w - 'w (I TRI 1 j fK WATER MIN -w - -w -w -w Iro
EX. SIDEWALK - w -w -w -w -w -w - _w -w -
I
EX. CONC. CURB j
do GUTTER
< 5 MIN
c VARIES 4' MIN
VARIES
STABILIZED CONSTRUCTION N
W LAKE DRIVE ENTRANCE SEE DETAIL LEFT F, 2 '
TURF GRASS PER
STABILIZED CONSTRUCTION ENTRANCE TH an APPROVED 2' TOP SOIL AN CHORS
GEOTE:XTILE REINFORCEMENT AN
LINING 4 GRAVEL AT
ROOF DRAINS, TYP.
v P ROFESS, GRASSED FILTER STRIP
y 4' �\� ZOO N.T.S.
K&S ENGINEERING ENGINEER OF WORK o yy �� ` Nom:
Planning Engineering Surveying W.432 Na432 _ THE PROPOSED GRASS SWAM ARE FOR STORM
EXP 3-31 - WATER POLLUTION CONTROL AND SHOULD NOT BE
MODI)F'IED OR REMOVED WITHOUT ENGMEERING
- • 5 ,� �' civ►� IZ
`r DEPARTMENT AUTHORIZATION.
N.
7801 ' Center Court, Suite 100 410 r % f
San Diego Cm 92108
HOSSEIN ZOMORRODI RCE 43235 DATE CAL
%f
APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: I DRAWN Y: I C HECKED APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APP ED GRADING PLAN FOR:
HORIZONTAL- 20' ,fir,✓ DATE 3 PARCELS 2, 3 & 4 PARCEL MAP NO. 18579 7809-0 9
SEE SHEET 1 VERTICAL' N/A BY` z HoSSEIN ZOMORRODI R.C. No • 43235 DATE: DATE: ,s LAKE DRIVE
N
j c z )
E P 03 -31 -2004 02 -093 PLANNING CASE 01 -254 SHEET 2 OF 2