2011-10799 G (Plans) WORK TO BE DONE PLANS FOR
A. GENERAL NOTES B. NOTIFICATIONS GRADING
SITE PLAN GRAPHIC LEGEND:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
THESE PLANS, THE STANDARD SPECIFICATIONS UTILITY PIPES AND STRUCTURES SHOWN ON THESE ITEM STD.D�PG.NO. SYMBOL
FOR PLANS WERE OBTAIED CONSTRUCTION STANDARDS NOFR THE TCITY OF ENCINITAS RECORDS. TO THE N ESTB OF OUR KNOWLEDGE (THERE 256 - 242 - 57 - 00
A , 820 O AVE . PROPERTY LINE
AND THE SAN DIEGO AREA REGIONAL STANDARD ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THESE PLANS, HOWEVER: SETBACK LINE -
SHALL BE APPROVED BY THE CITY ENGINEER APPROXIMATE EARTHWORK
PRIOR TO ANY REQUEST FOR INSPECTION. O EXISTING TOPO -
THE CONTRACTOR IS REQUIRED TO TAKE DUE 11 p QUANTITIES: LAND SURVEYING DATED: 10/2010
PRECAUTIONARY MEASURES TO PROTECT ANY r
THE SOILS REPORT TITLED "LIMITED GEOTHENICAL EXISTING UTILITIES OR STRUCTURES LOCATED C Q TOTAL FILL = 186 CY
MAX FILL = 2' PROPOSED GRADING
INVESTIGATION PROPOSED SINGLE-FAMILY RESIDENCE AT THE WORK SITE. IT IS THE CONTRACTOR'S y J w TOTAL CUT = 44 CY
MAX CUT = 2.5'
AND ACCESSORY UNIT 820 ORPHEUS AVENUE RESPONSIBILITY TO CONTACT THE FOLLOWING D s j IMPORT AMT. = 142 CY EXISTING
SPOT ELEVATION X105
�
ENCINITAS, CALIFORNIA 92024' PREPAIRED BY EAST OWNERS OF SAID UTILITIES OR STRUCTURES REMEDIAL QTY.: NONE PROPOSED
SPOT ELEVATION +959.9
COUNTY SOIL CONSULTATION AND ENGINEERING, INC., PRIOR TO ANY EXCAVATION, FOR VERIFICATION
ON NOV 10, 2010 SHALL BE CONSIDERED AS A AND LOCATION OF UTILITIES AND EARTHWORK QUANTITIES ARE APPROXIMATE EXISTING SEWER
MAIN
PART OF THIS GRADING PLAN. ALL GRADING SHALL NOTIFICATION I COMMENCEMENT OF WORK: AND TO BE USED FOR PERMIT PURPOSES
ONLY. EXISTING WATER MAIN
BE DONE IN ACCORDANCE WITH THE ACTUAL QUANTITIES MAY VARY DUE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED a. SEWERS : PRIVATE SEPTIC SYSTEM LEUGADIA BLVD TO SHRINKAGE & SWELL FACTORS.
EXISTING GAS MAIN - --IN SAID REPORT. ` pp1P STEEPEST EXISTING DAYLIGHT LINE CUT
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE b. GAS & ELECTRIC - SDG&E - 1-800-227-2600 NATURAL SLOPE ON-SITE 6.3% FILL
NIA
APPROVAL OF SIZES, LOCATION AND TYPE OF c. WATER -SAN DIEGUITO WATER DISTRICT R/W LINE '1MA1 L R/W
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PH # (760) 633-2650 STATEMENT OF IMPERVIOUS SURFACES:
WITHIN STREET RIGHT-OF-WAYS. SEPARATE d. TELEPHONE - SBC COMMUNICATIONS - i PROPOSED FLOW LINE E
APPROVALS AND PERMITS FOR THESE SHALL BE 1-800-310-2355 NEW STRUCTURAL FOOTPRINT (BOTH BUILDINGS): 5,779 SF
REQUIRED IN CONJUNCTION WITH IMPROVEMENT NEW IMPERVIOUS HARDSCAPE (DRIVEWAY, PATIOS, ETC.): 7,663 SF SEEPAGE PIT
PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S C TOTAL IMPERVIOUS AREA: 11,446 SF
WRITTEN PERMISSION SHALL BE OBTAINED FOR OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 9T J PRE-EXISTING IMPERVIOUS AREA: 3,500SF
SEPTIC TANK l
ON THIS PROJECT. PHONE: (760) 633-2770 ALL WORK d1p Q
ANY OFF-SITE GRADING. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL W� PROJECT NET ADDED IMPERVIOUS AREA: 7,946
SF EXITING WATER METER
CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS BE SUBJECT TO REJECTION AND REMOVAL. LOCATION NORTH EXISTING STOP SIGN
a
REQUIRED TO PROTECT ADJACENT PROPERTIES 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON O LEGAL DESCRIPTION:
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR CALLS FOR INSPECTION. PHONE: (760) 633-2770 EXISTING WOOD FENCE
; I---- -"
DESTROYED SHALL BE REPLACED OR REPAIRED TO ALL WORK PERFORMED WITHOUT BENEFIT OF ALL OF LOT 10 IN BLOCK 'D' OF SOUTH COAST
PARK ANNEX, IN
THE CONDITION EXISTING PRIOR TO GRADING AND TO INSPECTION WILL BE SUBJECT TO REJECTION AND THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF
THE SATISFACTION OF THE CITY ENGINEER. REMOVAL
CALIFORNIA, ACCORDING TO MAP THEREOF N0. 1788, FILED IN i
VICINITY MAP THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, EXISTING AC PAVING
THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY C. GRADING NOTES MARCH 29, 1924.
MONUMENT OR BENCH MARK WHICH IS DISTURBED EXCEPTING THEREFROM THE SOUTHERLY 132.00 FEET ALSO
OR DESTROYED SHALL BE RE-ESTABLISHED AND 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY EXCEPTING THEREFROM THAT PORTION
OF LOT 10 BLOCK 'D' PROPOSED INTERLOCKING
REPLACED BY A REGISTERED CIVIL ENGINEER OR A QUALIFIED SOILS ENGINEER OR UNDER HIS E. HYDRO-SEED LYING NORTHERLY OF THE SOUTHERLY
192.00 FEET PAVER DRIVEWAY
A LICENSED LAND SURVEYOR. DIRECTION. HE SHALL OBSERVE AND TEST THE D. EROSION CONTROL
EXCAVATION PLACEMENT AND COMPACTION OF FILLS 1. HYDRO-SEEDING SHALL BE APPLIED TO ALL SLOPES THAT
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND AND BACKFILLS AND COMPACTION OF TRENCHES. HE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ARE GRADED 6:1
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN SOILS ENGINEER'S CERTIFICATE PROPOSED 2' ROCK LINED SWALE
MAINTAIN ALL SAFETY DEVICES, INCLUDING DON SANFORD AT (760 685-1816, 24 HOURS. - -
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND ) THEY ARE: SEE DETAIL/SECTION 'A', THIS SHEET 2
SHORING, AND SHALL BE RESPONSIBLE FOR WILL DETERMINE THE SUITABILITY OF ANY FILL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK I, MAMADOU
SALIOU DIALLO A REGISTERED CIVIL ENGINEER IN (SEE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
MATERIAL. UPON COMPLETION OF GRADING SHALL BE MADE AVAILABLE ALL TIMES DURING THE STATE OF CALIFORNIA, PRINCIPALLY DOING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS THE RAINY SEASON. ALL NECESSARY PROPOSED RET. WALL PER SDRSD C-2 &
C-3
MATERIALS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS B. 5 FEET OR MORE IN HEIGHT IN .CUT AREAS, UNLESS SLOPE BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, SEE DETAIL THIS SHEET 2 )
IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
GRADING EQUIPMENT OPERATING WITHIN AND TESTS WERE MADE BY HIM OR UNDER HIS SHALL BE STOCKPILED ON SITE AT CONVENIENT EXISTING
RET.WALL TO REMAIN
ONE-HALF (1/2) MILE OF A STRUCTURE FOR SUPERVISION AND THAT IN HIS OPINION, ALL LOCATIONS TO FACILITATE RAPID CONSTRUCTION CHARACTER OF THE MATERIAL
AS APPROVED BY THE CITY SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ENGINEER. MADE
BY ME OR UNDER MY DIRECTION BETWEEN THE PROPOSED 3' WIDE BMP VEGETATED SWALE
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. IN GENERAL ACCORDANCE WITH THE APPROVED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 2• IRRIGATION
SHALL MAINTAIN THE MOISTURE LEVEL OF THE DATES OCTOBER 27 AND 28 OF 2010. NOT TO BE MODIFIED WITH OUT
GRADING PLANS AND THAT ALL EMBANKMENTS AND SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED CITY OF ENCINITAS APPROVAL
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED MODIFIED WITHOUT THE APPROVAL OF THE
HOLIDAYS EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ENGINEERING INSPECTOR. HYDRO-SEEDED GROWTH. FROM THIS STUDY, WITH
MY RECOMMENDATIONS, HAS PROPOSED BMP INFILTRATION BASIN
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION 1. SEED MIX SHALL CONSIST OF NO LESS THAN: BEEN
SUBMITTED TO THE OFFICE OF THE CITY DDME��TDDENffTTEIDDON AREA o NOT TO BE V /111
NO GRADING OPERATIONS SHALL COMMENCE UNTIL A EXCAVATED SURFACES TO PROVIDE POSITIVE CONTROL DEVICES TO WORKING ORDER TO THE A. 20 LBS. PER
ACRE OF ROSE CLOVER ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE ENCIIJITASWAFQ& AL ITY OF L�
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE B. 20 LBS PER ACRE OF ZORRO FESCUE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DRAINAGE AND PREVENT PONDING OF WATER. HE SATISFACTION OF THE CITY ENGINEER AFTER C. 3 LBS.
PER ACRE OF E SCHOOL CIA CALIFORNICA
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHALL CONTROL SURFACE WATER AND AVOID DAMAGE EACH RUN-OFF PRODUCING RAINFALL. D. 4 LBS. PER ACRE
OF ACHILLEA MILLEFOLIA INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
TO ADJOINING PROPERTIES OR TO FINISHED WORK 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL HAVE BEEN INCORPORATED IN THE GRADING PLANS
AND
WITH THE THE P,2T LEAST MEETING SHALL BE SCHEDULED ON THE SITE AND SHALL TAKE REMEDIAL MEASURES EROSION CONTROL MEASURES AS MAY BE REQUIRED E. 3
LBS. PER ACRE OF ALYSSUM {CARPET OF SNOW) SPECIFICATIONS.
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY F. 1/2 LB. PER ACRE OF DIMORPHOLECA
CALLING 760 TO PREVENT EROSION OF FRESHLY GRADED AREAS BY THE CITY ENGINEER DUE TO UNCOMPLETED
( ) 633-2770. G. ITEMS C D E, AND F OF THIS SUBSECTION MAY BE 6
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO-SEEDED
SIGNED: �/I <" 'h4����
PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO EROSION CONTROL MEASURES HAVE BEEN INSTALLED. WHICH MAY ARISE. IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL RCE NO.: GE2704 OWNER'S CERTIFICATE
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT, 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL STRUCTURES.
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC EXP. DATE: 12-31-11 IT
IS AGREED THAT FEILD CONDITIONS MAY REQUIRE
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. AC FILLED AND FILL SHALL BE PLACED IN H. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED
WITH CHANGES TO THESE PLANS.
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY IT IS FURTHER
AGREED THAT THE OWNER DEVELOPER
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH VEGETABLE MATTER AND OBJECTIONABLE MATERIAL CREATE A HAZARDOUS CONDITION. EAST COUNTY
SOIL CONSULTATION AND ENGINEERING, INC.
REGARDS TO THE HAULING OPERATION. SHALL BE REMOVED BY THE CONTRACTOR FROM THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE DRILLING OR BROADCASTING
BEFORE HYDRO-SEEDING. ,, " SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE SANT , CALIFORNIA ROAD, SUITE I CHANGES, ALTERATIONS
OR ADDITIONS TO THESE PLANS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. APPROVED GRADING PLAN SHALL BE INCORPORATED SANTEE, CALIF 92071
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING LOOSE FILL AND ALLUVIAL SOILS SHALL BE HEREON. THE JOB-SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
(619) 258-7901 WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
FINAL RELEASE OF SECURITY, AN AS-GRADED EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH MUST DRAIN AWAY FROM THE FACE OF SLOPE AT ATTACHED TO, OR
PRINTED ON SAID CONTAINERS. THE IMPROVEMENTS.
CERTIFICATION SHALL BE PROVIDED STATING: " THE OF 6 INCHES AND THEN COMPACED TO A MINIMUM OF 90 THE CONCLUSION OF EACH WORK DAY. J. NON-PHYTO-TOXIC
WETTING AGENTS MAY BE ADDED TO STATEMENT OF ENGINEER OF WORK
GRADING UNDER PERMIT NO. 10799-G HAS BEEN PERCENT. IT SHALL BE THE CONTRACTOR'S THE HYDRO-SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
I HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL e at GEOLIGST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH RESPONSIBILITY TO PLACE, SPREAD, WATER AND 4. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
OVER ALL GRADING ACTIVITY AND ADVISE OF THE
BE IN PLACE AT THE END OF EACH WORKING DAY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK 11°
APPROVED GRADING PLAN OR AS SHOWN ON THE COMPACT THE FILL IN STRICT ACCORDANCE WITH WHEN THE FIVE (5) DAY RAIN PROBABILITY 2,000 LBS. PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE COMPACTION AND STABILITY OF THE SITE.
SPECIFICATIONS. FORECAST EXCEEDS FORTY PERCENT 40% . SILT SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE
ATTACHED AS-GRADED PLAN". THIS STATEMENT ( ) ALBATROSS PROPERTIES LLC
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH MATERIAL.
WHEN STRAW IS USED IT MUST BE ANCHORED TO THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING RAINFALL. SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE FURTHER AGREES
THAT THE WORK PERFORMED HEREIN
TO FINISH GRADE TO PRODUCE SMOOTH SURFACES STRAW INTO THE SOIL. SHALL BE IN ACCORDANCE WITH THE RULES AND
OPERATION. AND UNIFORM CROSS SECTIONS. THE SLOPES OF 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL REGULATIONS REQUIRED BY
THE CITY OF ENCINITAS. THE DATE: 8 too
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, TO PROVIDE EFFECTIVE COVERAGE OF GRADED 5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW DON SANFORD
PLANTED AND TRIMMED AS DIRECTED BY THE SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 16-20-0, WITH 15% SULFUR APPLIED AT THE RATE OF 500
LBS. PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS OWNER/APPLICANT
OWNER: APPLICANT: ENGINEER OF WORK AND LEFT IN A NEAT AND THE SLOPES SHALL BE STABILIZED WITH PUNCHED PER ACRE. A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE
ORDERLY CONDITION. ALL STONES, ROOTS AND STRAW INSTALLED IN ACCORDANCE WITH SECTION AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO
ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ALBATROSS PROPERTIES LLC DON & CARI SANFORD OTHER WASTE MATTER EXPOSED OR EXCAVATION OR 35.023 OF THE EROSION AND SEDIMENT CONTROL ENCINIT
AS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
820 ORPHEUS AVE 820 ORPHEUS AVE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME HANDBOOK OF THE STATE OF CALIFORNIA HYDRO-SEEDING BY: OF
THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT
ENCINITAS, CA 92024 ENCINITAS, CA 92024 LOOSENED SHALL BE REMOVED AND DISPOSED OF DEPARTMENT OF CONSERVATION. 6. ROUGHENING THE SURFACE TO
BE PLANTED BY ANY OR A RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
CONTACT: DON SANFORD CONTACT: DON SANFORD N
THE TOE AND TOP OF ALL SLOPES SHALL BE COMBINATION OF: ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
PH: (760) 685-1816 ROUNDED IN ACCORDANCE WITH THE GRADING CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND
ORDINANCE. A. TRACK WALKING SLOPES STEEPER THAN 6: 1. EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY Quo
SITE ADDRESS: B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A ABOVE ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
Q� EL M
5. ALL TREES, BRUSH, GRASS, AND OTHER " OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR Ccq
820 ORPHEUS OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 7. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR EMPLOYEES ACTING WITHIN
THE COURSE AND SCOPE OF C.E. NO. r CIVIL CONSULTING GROUP
ENCINITAS, CA 92024 PILED OR OTHERWISE DISPOSED OF OFF THE SITE PLANTING BY: SUCH AGENCY AND EMPLOYMENT AN RISING
OUT OF THE 53444 z 5858 MT. ALIFAN DRIVE, SUITE 202
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A WORK PERFO THE IN
THAT HAVE BEEN CLEARED WITH A NEAT AND DAMP BUT NOT SATURATED SEED BED. EXP. �i SAN DIEGO, CA 92111
ASSESSORS PARCEL NO.: FINISHED APPEARANCE FREE FROM UNSIGHTLY / f'` * 085 -ti * 858 565-0475
PHONE
APN: 256-242-57-00 DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, 8
58 565-0478 FAX
�• CIV\L �
SHALL BE SECURED FROM THE SOILS ENGINEER AND ��'Bl/�LT,J' LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE BY CIVIL CONSULTING
GROUP INC. q www.civilconsultinginc.com
TOTAL ACREAGE OF GRADING CITY ENGINEER PRIOR TO THE DIPOSAL OF ANY CONDITIONS FOR GROWTH. MICHAEL MCCALL ]
¢ QAL�
SUCH MATERIAL. HYDRO-SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
5858 MT ALIFAN DR SUITE 202 ' �i`
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY SAN DIEGO, CA 92111 �.
TOTAL ACREAGE 0.413 ACRES (GROSS) dze LANDSCAPED OR, FOR AREAS WHERE HYDRO-SEEDING IS THE (858) 565-0475 PHONE 0
4I08I2011
0.229 ACRES (NET) AA �S PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED (858) 565-0478 FAX
TOTAL PARCELS 1 PARCELS / .y�EL /LJ�'C/sL O lE AND ALL SECURITY RELEASED. MICHAEL MCCALL R. NO.
53444 EXP. 06-30-11 DATE
TOPOGRAPHY BMP/SUSMP STATUS COUNTY OF SAN DIEGO FEALTH DEPT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS
FIRE PROTECTION WT. PERMITS
BASED UPON OCTOBER 15TH 2010 FIELD SURVEY PROVIDED BY OWNER STANDARD PROJECT
DR/CDP PERMIT N0. 06-159
PROPOSED LOT COVERAGE • �,��- SPECIAL USE PERMIT N0. N/A
PROPOSED LOT COVERAGE: 5,726 S.F. OF 18,000.0 S.F. ` A -?3-A/ "" �' �� �� L'�l�d � �
6 ��1 TENTATIVE MAP No. N/A
31.8% BY: DATE: BY: DATES(27�1( BY: DATE: BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT QF D CH CIT OF APPROVALS Y ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO.MM
�/ ( •/ ./ DESCRIPTION: FD 2.5" DISK INSIDE WALK IN PLANS PREPARED UNDFLR SUPERVISION OF RECOMMENDED 4F^ APPR
V D GRADING PLANS FOR:
THE SOUTH EAST QUADRANT LEUCADIA
BLVD. AND ORPHEUS AVE. 37' EASTERLY OF HORIZONTAL DATE : 820 ORPHEUS AVENUE 10799-G
TRAFFIC SIGNAL °'i BY: BY:
R.C.E. NO.: 53444 APN 256-242-57-00
RECORD FROM: 1024 134WCCS1 VERTICAL MICHAEL MC ALL 06-30-11 DATE: 6L ( It DATE:
ELEVATION:178.543 DATUM:CCs 83 1991.35 EXP. TITLE SHEET PLANNING CASE N0: 10-170 CDP SHEET
1 OF 3
i
I
EARTHWORK NOTE: OSED BMP ROCK I (E) WOOD FENCE TO BE REMOVED (E)RETAINING WALL
EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AND TO REMAIN
ADDITIONAL ENGINEERING GRADING PERMIT. DRAINAGE SWALE A P N : 256 - 242 - 32 - 00 REPLACE WITH PROPOSED 5 HIGH PROPOSED MASONRY
(E) W TER METER
PROVIDE EARTHWORK QUANTITIES: DETAIL THIS SHEET €;:,. FENCE AT PL ., ,� RETAINING WALL PER C1 & C2
1 " SE VICE TO RE AIN
-44 CUBIC YARDS CUT, 1$6 CUBIC YARDS FILL, '' INTERLOCf NG PAVERS
i G d
i 4
SIDEYARD 163.0 TW
-142 CUBIC YARDS IMPORT/EXPORT, �� _ (WIDTH VARIES) , 160 ACCESS
-7QQ CUBIC YARDS OVER-EXCAVATION AND RE-COMPACTION (DEEPEND N 6"0 t 5 1 61 0 BW
__ _ .:. ..._ 4._._ .:AN 0 . _""_. ��._ _.__....._._,_FOOTINGS WILL BE USED ' - 17=77x.
r . , ,. - 6. 2 5
-MAX CUT 2.5' LER LANTER' 159. %'�? y , �.. _ �� ���� _ .-MAx FILL 2 .
. T �' , . E 162.3,0. 0DRAINAGE NOTE• 7 5 1 8 2 5 _ `� '"
PA. � » �» � � .. ". 163.5 9 � � O
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY P.A.
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET `:: • °`` H P (E) S
P.A. TOP C
_ s », _ �:.� _. . .............
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY #
� .. �., .... , ��. 1 �1:fl5 1._ ' SIGN TO
L .VEI� 4 � :�6 ��,� A �,,; , � �. A�,A. � �� - 1.. " �� � �� �, �� 164.5
FRONT YARD HARDSCAPE CALCULA110N: �, : :-
� - .::{ �I� ,,`»� •. . , , , . \ .,�� � .. _� �. . .: ___ _ -- �: _ � � we; .:: T REMAIN
..,
FFE.. 1 57. 5_ . , A
PER SEC. 30.16.01003 OF THE ENCINITAS MUNICIPAL CODE ONLY 50% MAX. OF h \, A. - - - _
C ,. � � ool -. LE VE 1 11.61:1 w <
{{ /�e� p �I IN PLACE
THE FRONT YARD AREA MAY BE CONCRETE HARDSCAPING MATERIAL. : _ A, ;.,.` , » L Y I�,> .. -.:::.. ..:,' ..::. ... : i3
:: P.A.
/ .. .
PA U. , �t� -I ... .. .
�- o a Z '
FRONT YARD AREA: 1979.5 S.F. 155:: " TW1::: I ,. � `>,A 571.. .; ... _ :; I O Q Ln 1 66.0
TIC :PITT 1 �_ k :.� � #,,`a- . -
I
MAX ALLOWABLE HARDSCAPE PER CODE. 989.75 S.F. r' I_ P1G1.,:,. \\ L... . .._ 1.6 ::25. 'B.`�V II .
J
_ I . , - PAD: 161 25
PROPOSED FRONT YARD HARDSCAPE INC. DRIVEWAY. 981.0 S.F. =49.5% I 1' `� a-
�?. : 156: .5 T I \\\
'`
3,1 \� I 165•"5 TW
3.9 ,
` Y D 162: W�
NOTE
I_ \ P3
, }SE1
r AREAS FOR STORM WATER POLLUTION CONTROL NOT TO BE MODIFIED WITHOUT A -:. : :. ,�, �. ,.. `t, . , ,,.,-, -. � �, .....,
I. : ` :; :.. .:: __.._. -.: � ?'
1 � ,: L, , , , ,. . . � , ,... Ott � ; �" . . M�CF�'%�`fVl.: AL GATE
I ` { `fit 3300
PERMIT FROM THE CITY. �. T 1-:; j . I4JELF1`t :i: A
'x\\\
.. . `� 1m `°" .. � . :I � ;, `,j; " :16 o HP
ALL SLOPES MUST BE CONTOUR-GRADED AND UNDULATED IN ACCORDANCE TO - " 1 4. T
SECTION 23. 24.490 OF THE MUNICIPAL CODE. �. L " 1 PRIVPR>Y FK1u S W1M1N
16'5.5 TW " war txxaalwEN
1 '25 _
E
- . . ;, � .�, . - ,,,• .� \ .. 16.1:3 :; � 1 0.1 .85.:: � of
AS PER CONDITION OF SCC OF PROJECT APPROVAL BUILDING HEIGHT TO BE 1.5" ,' . '. � .�' �� 157. 5 f 1.57 9 " I .." ' . <, ,\ -:
W Tr to
zia P6
,
MEASURED FROM EXISTING GRADE NOT PAD HEIGHTS SHOWN 25. BW �' a� o. 20►2- 03t1►1i
P`155 5 `` ` ' ' _""" __ E TB -
l*. 2" 2: .
z 2 2A1z
SP c
I LINE ( r�) 1STING
DESCRPTON Qn" SYMBOL . "' ":. .:_r �s157.95: 161 .7 TW,
's
SOURCE CONTROL COVS7RUC7701VIEROSIOV CO MOM �: E X I TING .. B lJ I LD IN G { 1.61: B W 1 H 6 RI
`V.E WA Y
MATERIAL DELIVERY AND STORAGE WM-1 1
ss f -
_. .
FIR AS a . .... P NTRANC TO !
-. U , . F- - - P
.. y .. -
TT
1 R ' AIN
CONCRETE WASTE MANAGEMENT WM-8 1 WM-8 ( or
0 A PQ . ,SE PRIVA`"�E COIN ETE DRIV " W r M
L & K
Yjl'�D b
2
PERMANENT POST CONSTRUCTION BMP'S
LANDSCAPE PLANTING SD-10 S.F.
5555.3
SEE LANSCAPING PLANS - _
EFFICIENT IRRIGA77ON SO-12 l 2. 00 Nk
N `035 ��E 300. O1j E WOOD FENCETO BE REM ED EDGE OF EXISTING
(SEE LANSCAPING PLANS) ( ) ' L, ,
ROOF RUNOFF CONTROL SD-11 12 EA. 0> REPLACE WITH PROPOSED 5' HI w CON CRETE
` (E) RAFFIC
(DIRECT DOWNSPOT TO LANDSCAPING)
PR8POSE 1 500 GAL '`
ROCK LINE SCALE 42.3 L.F. S�fTIC TANK A '�` FEN AT PL ' PROPOSED BMP `"ROCK SIGN
LE 148.5 PROPOSED BMP ROCK LINE DRAINAGE SWALE LINE DRAINAGE SWALE
VEGETATED SWALE TC-30 270 L.F. --
(SEE GRADING PLAN) SEE DETAIL THIS SHEET
INFILTRATION BASIN l , APN : 256 - 242 - 16 - 00 SEE DETAIL THIS SHEET \�\)
(SEE GRADING PLAN) 291 SO•F 1111 (E) FIRE SIG PROPERTI�LINE
*NOTE: FOR MORE INFORMATION SEE CASQUA STORMWATER MANUAL GRADING PLAN TOP OF FENCE
HANDBOOK AND COUNTY OF SAN DIEGO STORMWATER FACT SHEETS END OF PROPOSED BMP ROCK GRADE TW
LINE DRAINAGE SWALE m FENCE PER PLAN
SCALE: 1" = 10' NORTH VARIES
3' VEGETATED SWALE jjtTFNV 8M>' G lFA.. EE DETAIL THIS SHEET PROPOSED BMP ROCK PER PLAN
SEE DETAIL THIS SHEET o PROPOSED 4 4 167.00 FS I -PROPERTY LINE I 12" MIN.jiiw LINE
DRAINAGE SWALE RETAINING WALL I / TOP OF FENCE PROPOSED DRIVEWAY PER PLAN
PROPOSED MASONRY 1 5 FG PFD SEPTIC SYSTEM A SUBDRAIN BW ® FINISH SURFACE rr TO FINISHED GRAD ROCK-LINED
SWALE SLOPED TO DRAIN
SEE DETAIL ,THIS SHEET _ MIN. 6" s'-o" MAX. 4" To 6" COBBLES
RETAINING WALE PER F 485 ala SEE 'AGE PIT - s.s~ CONCRETE
� 3
,,t
Cl 148.5 TW �•2 FL1 49.4 RETAINING WALL M LINING L
1 46 BW 149 9 " ' �e RETAINING WALL SUBDRAIN WEEP HOLE : - DRIVEWAY
Z
76 ,.�.. PER Cl AND C2 OUTLET POINT (TYP)
_. C)LAS 1} SAND
a ,' ° ' -_ 1 P DRIVEWAY E DRIVE Y (E) ORPHEUS "
(l 1 r) �fAlNM WALL MIN DEPTH 5.5" ENTRANCE A / BASE ASS II
I":0 . /� 4 N.T.S. N
SET Alm 1 5E EDGE OF PAVEMENT '
__ - - - - -
�� -- -- TOP OF FENCE SECTION C-C AC BERM AT EXISTING ENTRANCE
; ,
P. A. T PROPERTY LINE N.T.S. _ "r~� ��
q /�
SECTION A A ROCK LINED SWALE
I# 00 �2V b� EVEL NO SCALE !
154 0 �fiW
I �. � NOTES:
P[T "2 , S PIT 1 Ln �.
' 1,51 0' BW w FENCE PER PLAN 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL FOR
7. 6 �� I ' '. ". PAR.KI . G �, " SUPPORTED AT POSTS ROCK-LINED OPTION, INSTALL GEOTEX WOVEN
o � o 1 150.0 �� 9,. 98 DR IN : �E T
-Z 1 50.4 . .g : . .. . ::.. 7 9 �: : SPILLWAY MAX �u to)[ h" X74.04 @ lbkbe OF %1(4 fMdFp . lblhu
OF 0) GRASS or URFNOPTION, INSTALLOLANDLOKr EQUAL) FOR
! 1 1../ COMBINED FENCE AND d .��
Q (�I O 1 I 1 50.74 5( - ^-" -'�� 1 '� ' }" TI PIT; -� WALL HEIGHT NOT TO NTION AREA SHALL BE 3.
TRM 450 TURF REINFORCEMENT MAT.
16j,14 .5.� � i
" C� `` _ 147 LEVEL AND DEPRESSED A
j
r: 54FS
:. ":.', ;: - '" �� ��. � � � �. MINIMUM OF 6" FROM THE SURROUNDING GRADE VEGETATED SWALE 4^IITH'UNDERDR,41N
p :;!1 .. { ::._ 3.g C 6 01 TOTAL.
FOR WELL DRAINED SANDY
CIVET\ED ` :' ... t. .: :. �L.. . :T „``:, .W�, DEEP ROOTED, DENSE, DROUGHT USE E N
E#
" . ` EXCEED
p �:Cc,.": UNIT,::.. . _ : :. 1. .._: : _ 1 ��
PLANTER ROVIDED TOLERANT PLANTING SUITABLE
ITT� _. �,.. _ 3 1N It WALL FOR WELL DRAINED SOIL __, �RP,1AN
i;: €. taS. :;.: �; �' :I W�3 OP�MIIVG PLACES pYr
r� { LEVEE ,:. y /� ... _ _._ 155.5 � rED ,
�: (.� .:: T1;�:Ax.7E;{,.. ' I L(� (8"XMU BLOCK 31�E) OE D3��arc� uu ✓ oR1ae� : y
F 50. 70 F ::.E..,,�:..1.50.T . `. .:. . 12-3" HARDWOOD uRFP �� via TsH Taff rlo-TaHONETo<' €
- ..: -: :: :. - ::::. " :. :::. :" . ...... ... a / / //, e{ac��H�xHE Rrslw e avTalaY
9 I , RrRiH {a
[ {{ p /� { �
__ EVEN.. .."" .. GAR,4G.E I 1 w 6" MULCH 147.04 FS "G� / o e w. v r
'/
PAD• 1 50. 00 ..' y..� _. 5Q " .. _ :)::: A_S. ,. I' (�NL4. (19) I lX o �� 24 MIN. ENGINEERED SOIL
a as sI s �t i P :`�rFAPPLP;A@4E
IFE� -50 7.5 :.. �LE.1EL5 Q - - -
_ . � O Ln 1 S �. f" ::. ._......:..... . ._ . :. ::.. .. :,: �" .. ,...."..: r."".. .."4:...:.. _ ... ... .._,.:.,,
. _. A � A� \� - - - _ _ - - - - - _ _ _ _ / rsSEE NOTE BELOW
���: •,-.Ea- .`.._._ _ r '°' I
-IL-I -III-I -III-I I1=1 I1=1I 1=1I1=I1=1 I1=1I 1=1I I- / /.
150:4 . . 1 AD." FI=E > 151>:. 7b5:: O i�i� - - - - - - - - - - - - - ii -
....._....._... .._ .. _.. .. _... ..._ _..._... _. _ . . . ... ." ....... �, A I-III_III-III- -III III-III III-II�III
III III III III-III III �� �� 2 3 of 3/8 GRAVEL
1 " ,75:. .: :: ,: _ : � _ : I X1.55.5 S h�� � PPPc
150.74 _ _ ___. _ _ __ � _ VJ III-li�l �ll II-lu Ii�lil-lil-ul-lil-lil-lil-lil-lil 1= - i iii
F- �.. _ _ P A D:: 151:..0. ,_ ,- r -� ��
_ _ .._ _ ...... _ ... . _ ...... . _... . ....... _ ... .., __.. � � : . ► ,... I_Ill�u_III_Il -1�ll-n-In-lluu_
.
-' .:.. ::... :::. . / / /III l I� III III III III III III-I 111 I-III-I H III-I s__NOT_eeH#
. 150.0 _ . _" _.. _ _ .. _ . . ._ __.. ..__ ... . _ _ . ___ .. _ � _ _ � �. �� � � lil lil �
� lil�il lil lil_lil-lil_li�lil lil_nl IN.
t . _.. _ _ .. _ _ _ �� �� - - - - - - - - - - - - -
- -:: i�
1 50.0 :`1... Q... ... .;
ss
:
12 Mltf/
i
"` ' - 1t50 VAS 4�CRUSHED ROCK
- --A-------t--------- �A�%/� // / j3�/ csaa" r �a Aan•nrr:F sawor� au c€tn�ixrem rc
DH xR55mD,5P . azs
'z 1 49.1` :, -- ---- -- - M �. � �� � aa scEavca it
ear�r,9u�;eraucravca�rw> „�
7 ff PLANTE� 10. 00' 15 5 P.A. 152 ?d ew ������ � � � � � � � � � � � �����������������
{ • � � � � � ��•; aor yPE(giEpSM:E50hr#fr I�acHe* auzs»nr:as�InsTr�L"HECK E:nusro I
• ` , .;' 3�AET`HE;iCK'E QFTHESY»`Ak t.,3. :JkLESSNHER!�IKAPPRUVED BY THE DIRECTOR: j
,.'% 1 �" '3F ENviNERING SeRVI >.
:, � ..3:� � - "..� � , ,� � .,. . � k „ ,�� �-'<„ '� F >. Z (E) DRIVEWAY
q • ' , . • .° , �. , .,, ." , . ., :w _ ,: A., . _ .---. � .�� - /�A//�A//�A/ //�A//�A//�A//V//�A//V//�A//�A
//VV//�A//�A/��A/��A//�A/�VV//• wDrFHaI��aa�A�ce,cisro��s�clM'o>i�secTi<>H.
W i 148 '`5 a � f.r FL150.6 - p
,
i
FIBER ROLLS ► i'
3' VEGETATED SWALE PROPOSED BMP ROCK LINE DRAINAGE SWALE (E) RETAINING WALL
SEE< ETAIL THIS SHEET SEE DETAIL THIS SHEET R°A
GRAVEL BAGS SILT FENCE TO REMAIN
i
t
' 7RT
✓ a
d"
� t<
_f
C j
f
I1 i I Til ..
1 ( 1I 1 BUILDING SAD 1 I ; BUILDINGS PAD - ,r'
rq, '
BUILDING I AD
16:
v
/
�rR W Y
^
A
3' VEGETATED SWALE
e � .
m u
SEE�PETAIL%THIS SHEET
°aty San ;;+p ,r
PROPOSED BMP ROCK LINE DRAINAGE SWALE
PROPOSED BMP INFILTRATION BASIN EROSION CONTROL PLAN SEE DETAIL THIS SHEET
SEE DETAIL THIS SHEET
SCALE: 1" = 20' G
GRAVEL BAGS OVERLAP
OVER SWALE SVVr COMM LE�—N ..
3" - 5" (75-125mm)
8" - 10" DIA. GAP BETWEEN BAGS e
SILT FENCE p7Y SYMBOL (200-250mm) „ ACTS AS SPILLWAY
SILT FENCE SC-1 771 L.F. -❑ ❑ ❑ ❑ \
CONSTRUCTION ENTRANCE TC-1 1 J MAkiM
FENc N a
s
GRAVEL BAGS-2 NIGH SC-6, SC-8 134 EA.
FIBER ROLLS SC-5 680 L.F. � V �Q °-
1" X 1" STAKE i� � BEN 3
25 x 25mm) v, SYN O
( � � �. �� � T R RUNOFF
}h
ft
*NOTE: IF CONSTRUCTION ACTIVITY IS HAULTED FOR MORE THAN
���� Fq �TY TWO LAYERS OF GRAVEL BAGS
2 MONTHS PADS SHALL BE STABILIZED�WI�TH/�B�O�NDgE�D FIBER MATRIX gRIC P ` WITH ENDS OVERLAPPED
OlYlr L.GUI\►„/r. J
LIVE STAKE
DESCRP770V OTY SYSYMBOL S 3�e� eq GRAVEL BAC.�S
SOURCE cON7R01 CONS7RUC77oN/EROSION CONTROL - J 0i C R FF 6
l AN 01 . N.T.S.
MA71FR/AL DELIVERY AND STORAGE WY-1 1 _1
- C
SEDIMENT, ORGANIC F
MATTER, AND NATIVE ER AeRMC AST
CONCREIF WASTE MANAGEMENT W114-8 1 WM-8 SEEDS ARE CAPTURED
SPACING DEPENDS ON -I -
SOIL TYPE AND SLOPE BEHIND THE ROLLS. .r rENCE p o_
'- -
PERMANENT POST CONS7RUC770N STEEPNESS BMP'S �t_ f \ �
LANDSCAPE PLAN77NG SD-10 5555.3 S.F. - / z
(SEE LANSCAP/NG PLANS) N.T S. E 3
a
EFFICIENT lRRlGA770N SD-12 - _ 6" MIN.
(SEE LANSCAPING PLANS) UNLESS OTHERWISE COURSE AGGREGATE
SPECIFIED BY A a a a a a o \�rPEL MCC
ROOF RUNOFF CONTROL SD-11 12 Eq. 0> I�BER ROLLS DETAIL
N.TS. 120, CIVIL CONSULTING GROUP
SOILS ENGINEER
a a a a q r
(DIRECT DOWNSPOT TO LANDSCAPING) EXISTING GRADE 53444 5858 MT. ALIFAN DRIVE, SUITE 202
ROCK LINE SWALE 423 L.F. Q a o R.C.E. N0.a
2 SAN DIEGO
� EXP �► CA 92111
VEGETATED SWALE TC-30 270 L.F. y r SUPPLY WgTER TO WASH �_ * O6 -11 858 565-0475
PHONE
(SEE GRADING PLAN) " k ®~ WHEELS IF NECESSARY. x 858 565-0478 FAX
INFIL IRA 77ON BASIN 291 SQ.F. k`{ 4 `1f, E �9 �7V1� �P www.civilconsultinginacom
(SEE GRADING PLAN)
FILTER FABRIC 50.0' MIN. l h '/` OF
*NOTE: FOR MORE INFORMATION SEE CAS TO STORMWATER MANUAL SECIPIN E—E ANDSCHANNELEZDEMRUNOFFTO BARRIER STAB ENTRANCE
HANDBOOK AND COUNTY OF SAN DIEGO STORMWATER FACT SHEETS N.T.S SEDIMENT TRAPPING DEVICE. O7I/Og7/ZOII
N.T.S
MICHAEL MCCALL R.C.E. NO. 53444 EXP. 06-30-11 DATE r)FczlrmFD BY DRAWN BY CKFQ BY REVISIONS
APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT
. 1Z DESCRIPTION: FD 2.5" DISK INSIDE WALK IN MM JM MM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING N0
THE SOUTH EAST QUADRANT LEUCADIA PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED APPR V GRADING PLANS FOR:
BLVD. AND ORPHEUS AVE. 3T EASTERLY OF HORIZONTAL r DATE �� 820 ORPHEUS AVENUE
TRAFFIC SIGNAL BY: 10799-G
53444 BY:
RECORD FROM: 1024 134WCCS1 VERTICAL R.C.E. No.: APN 256-242-57-00
ELEVATION:178.543 DATUM: ccs 83 1991,-35 MICHAEL MCCAL EXP. 06-30-11 DATE: 4127( ( ( DATE: G /r
PLANNING CASE NO: 10-170 CDP SHEET 3 OF 3