1997-5276 G (Plans) GENERAL NOTES
WORK TO BE DONE d
A. GENERAL C. NOTIFICATIONS E. LANDSCAPING 0
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. ALL SLOPES SHALL BE
PLANTED AND IRRIGATED IN ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH STANDARD SPECIFICATIONS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ACCORDANCE WITH PLANS APPROVED BY THE CITY
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION)' THE SAN DIEGO STANDARD - C
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ENGINEER. PLANS SHALL CONFORM TO
THE CITY OF SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ENCINITAS GRADING ORDINANCE AND ALL ADOPTED
CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: LANDSCAPE AND IRRIGATION STANDARDS.
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY THE CONTRACTOR IS REQUIRED TO TAKE DUE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. UTILITIES PRECAUTIONARY OR STRUCTURES EXIS
IT 2 ACCOMPLISHED N ON A ALL SLOPES PRIOR E
OCTOBER 1 OR LE E N D
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE IMMEDIATELY UPON COMPLETION OF
ANY SLOPES GRADED
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES BETWEEN OCTOBER 1 AND APRIL 15.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND ITEM RSD SYMBOL QUANTITY
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE LOCATION OF UTILITIES AND NOTIFICATION OF F. EROSION CONTROL
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. COMMENCEMENT OF WORK: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DARRYL
PROPERTY LINE
CLUBB, (619) 755 -0978 �- - -
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- A. SEWER - CARDIFF SANITATION DISTRICT EXISTING CONTOURS'
SITE GRADING. (760) 633 -2770 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY FINISH CONTOURS
���60 -�
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 1- 800 - 422 -4133 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
54 �
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING C. WATER - SAN DIEGUITO MUNICIPAL WATER DISTRICT ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID PROPOSED SPOT ELEVATION
GRADING OPERATIONS. ANYTHING DAMAGED OR (760) 633 -2650 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
DESTROYED SHALL BE REPLACED OR REPAIRED TO D. TELEPHONE - PACIFIC BELL TELEPHONE EMINENT. - F_ I V _
CONDITION EXISTING PRIOR TO GRADING. 1 -800- 422 -4133 CUT SLOPE (2:1)
E. CABLE TV - COX COMMUNICATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ) _
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY (760) 599 -6060 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING FILL SLOPE
(2:1
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR INSPECTOR. F
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CONCRETE DRIVEWAY
4
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL 4" PCC (ACTUAL SECTION BASED
PHONE 760- 633 -2770. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE ON SOILS ENG. REC'S) w 3710
SF
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS AC PAVING
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOR INSPECTION. PHONE 760 -633 -2770. ALL WORK 5. THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION
' 3 AC / 4 AB, T1 =4.5 (ACTUAL 7,900 SF
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE CONTROL MEASURES AS MAY BE REQUIRED BY THE
CITY SECTION BASED ON SOILS ENG. r' r''` `.' `• "f': '`jf'% r:
LAWS AND REGULATIONS. SUBJECT TO REJECTION AND REMOVAL. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR REC'S)
UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF GRAVEL BAGS 500 EA
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL D. GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS 450 SF
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE ONTO AREAS WHEN IMPOUNDED WATERS CREATE
A EARTHSTONE RETAINING WALL
RECOGNIZED HOLIDAYS. SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT HAZARDOUS CONDITION. (OR EQUIVALENT)
AND COMPACTION OF FILLS AND BACKFILLS AND
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 7. ALL EROSION CONTROL MEASURES
PROVIDED PER THE MASONRY RETAINING WALL C -1 210 SF
GRADING MEETING HAS BEEN HELD ONSITE WITH THE REPORTS AS REQUIRED AND WILL DETERMINE THE APPROVED GRADING PLAN SHALL BE INCORPORATED
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF HEREON.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS SEPTIC TANK (SHOWN FOR
INFORMATION S.T.
PERMITTEE. THE PRE -GRADE MEETING SHALL BE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MUST PURPOSES ONLY)
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE AND THAT IN HIS OPINION, ALL EMBANKMENTS AND DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION
BY CALLING (760)633 -2770. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH OF EACH WORK DAY. SEEPAGE PIT (SHOWN FOR
INFORMATION SP
THE APPROVED GRADING PLANS AND THAT ALL PURPOSES ONLY)
9. UPON FINAL COMPLETION OF THE WORK UNDER THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SHALL BE IN
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL THEIR INTENDED USE. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
CERTIFICATION SHALL BE PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PERCENT (40 %). SILT AND OTHER DEBRIS
SHALL BE
"THE GRADING UNDER PERMIT NO. 5276 -G HAS BEEN SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT REMOVED AFTER EACH RAINFALL.
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
THE APPROVED GRADING PLAN OR AS SHOWN ON THE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO
ATTACHED AS- GRADED PLAN". FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND MEASURES TO PREVENT EROSION OF FRESHLY GRADED COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE LC)
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND STABILIZED WITH PUNCHED STRAW INSTALLED
IN (V
GRADING OPERATION. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
LO
SEDIMENT CONTROL HANDBOOK OF THE STATE OF
10. SLOPE RATIOS: 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED CALIFORNIA DEPARTMENT OF CONSERVATION. (PRIVATE
ROAD CERTIFICATION) LO
CUT 2:1 FOR ALL SLOPES AND FILL SHALL BE PLACED IN ACCORDANCE WITH
FILL 2:1 FOR ALL SLOPES STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND M
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATION OF RESPONSIBLE CHARGE I
CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS AS SHOWN ON THIS PLAN
SATISFIES THE LO
REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT. REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL I�
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE FOR - - - -- NIA
- - - - -- AND THE STANDARDS
EXCAVATION: 1,400 +/- CY* FILL: 1,400 +/- CY* EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSIONS FOR PRIVATE STREETS.
WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. 0
IMPORT 0 +/- CY* FOR WASTE OR IMPORT AREAS. BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
t0
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS r*-,
RESOURCES ARE DISCOVERED ON THE SITE OF THIS WITH SPECIFICATIONS. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
R.C.E. la DATE 1-8 - 9 8
GRADING DURING GRADING OPERATIONS, SUCH NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO PROJECT DESIGN.
PERMITTEE WILL NOTIFY THE DIRECTOR OF FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND If
ENGINEERING OF THE DISCOVERY. GRADING UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
OPERATIONS WILL NOT RECOMMENCE UNTIL THE AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND SAN DIEGUITO ENGINEERING, INC.
Lu
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 4407 MANCHESTER AVENUE, SUITE 105 BARRY L.
MUNSON RCE 40980 OWNER'S CERTIFICATE
THE DIRECTOR OF ENGINEERING TO DO SO. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ENCINITAS, CALIFORNIA 92024 1 (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
ROOTS AND OTHER WASTE MATTER EXPOSED OR PHONE: (619)753 -5525 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
ACTIVITY
*EARTHWORK QUANTITIES ARE ESTIMATED FOR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 1-8-99 AND ADVISE ON THE COMPACTION
AND STABILITY OF THE SITE.
PERMIT PURPOSES ONLY. (CALCULATED ON A TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED DATE (�
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
DUE TO SHRINKAGE OR SWELL FACTORS.) ACCORDANCE WITH THE GRADING ORDINANCE. SOILS ENGINEER'S CERTIFICATE
Z
� C7
11. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SIGNATURE DATE:
tJ m ..
INVESTIGATION, TWO PROPOSED SINGLE FAMILY RESIDENCES, MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE I, A REGISTERED CIVIL ENGINEER IN THE
STATE OF
BY BARRY AND ASSOCIATES, DATED SEPTEMBER 5, 1997 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED S" z
SHALL BE CONSIDERED AS A PART OF LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE OWNER: DARRYL CL BB p Z
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SOIL CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY ME OR ADDRESS: P. 0. BOX 191
ACCORDANCE WITH THE RECOMMENDATIONS AND APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED UNDER MY DIRECTION BETWEEN THE DATES 9/1
° 7 AND */' 1107 SOLANA B W
SPECIFICATIONS CONTAINED IN SAID REPORT. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO r CH, CA 92075
BIRMINGHAM DR
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM HIS STUDY, W
THE DISPOSAL OF ANY SUCH MATERIAL. PHONE: (619) 75 -0978 4
B. ENVIRONMENTAL WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF � Z
1. STEEPEST EXISTING SLOPE = 50% 2:1 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 12 FT., (B) FILL = 7 FT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT PLANS AND CERTIFY THAT
THE RECOMMENDATIONS INCLUDED IN THE 0
3. AVERAGE DEPTHS: (A) CUT = (1400 X 27) / 10900 = 3.5 FT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL SOILS REPORT FOR THIS PROJECT
HAVE BEEN INCORPORATED IN THE 1 00 Z
B FILL = 1400 X 27 14300 = 2.6 FT. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. GRADING PLANS AND SPECIFICATIONS.
LLJ
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND���at�
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION. ;g � 0
SIGNED:
Exp. 3131198 x :
RCE No. 6- �� EXP DA E: -3 D
SITE
� 00f ESS/ pNgl W
��� � L y�
s � W . ENCINITAS FIRE PROTECTION AS BU I LT" SAN DIEGUITO MWD S. D. COUNTY HEALTH DEPT. W
��Q � Z
Approved N. 3 VICINITY MAP
PHONE: (760) 753 -5525 BY: -7' can
4407 MANCHESTER, SUITE 105 J , EXP 3 -31 -99
.�
ENCINITAS, CA 92024 C� -jr artme11# of En ®r�l mon a ������ �
`� 19 -.
DATE: � NOT -TO -SCALE
/ F
CN PL4NMlM - 9- �� RC -1098o EXP: 3.31- 0 3 BY: , �� C . O I /� �9 8 BY: , �r; '� �� - of cn�� (1995
THOMAS BRO. PAGE NO. 1167, F3)
LAW SURVEYM DATE DATE: 6�,e �:-. AS -fAozwx DATE: Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. icc
SAN DIEGO COUNTY BENCHMARK OC 0042 PLANS PREPARED UNDER THE SUPERVISION OF RECO � D E D APPR W
CHIS SQ. AT W END OF NW CURB RETURN / � � � BY, '� GRADING PUNS FOR:
LAKE DRIVE AND BIRMINGHAM, ENCINITAS HORIZONTAL N/ A DATE: I' $ q S BY:
R.C.E. N0. : 40980 DATE: �Z- DATE � -��- � -sue POR OF BLK , F , &LOT 32, BLK E , MAP
2114 TWO SINGLE FAMILY OESIDENCES ELEV = 323., 0 ,, 3 g 5276 G
� �. , �„ ,� 7 �
VERTICAL Nf / A BY: BATE. - BARRY L. MUNSON EXP 3 3 _gcl APN# 262 - 042 -10, 16 SHEET 1 OF
4408GP1.DWG, SCALE: 1 "20', DATE: 12 -22 -97 V F ILE N0. 4408
1
CONSTRUCTION NOTES:
PHONE: (760) 753 -5525 B CURBS
10 EARTHSTONE RETAINING WALL, OR EQUIVALENT, 12 CONSTRUCT 4' DIAMETER VERTICAL DRAINAGE PIT (ELEV 290) T 15 COMMIlI .•T 6' X Is X V'
PCC PAI> WrM #� 3 EARS AT 2' t.= i`::',_ %, f,'j. WALL INCLINATION
DESIGN BY OTHERS (SEE DETAIL THIS SHEET). CARRY ROOF AND DRIVEWAY RUNOFF IN UNDERGROUND CONDUIT. OC EACN• WAY. PAb TO BE CONSTRUCTED LEVEL
W /Gtr
i' ill . i J ; l.r' • . /
20 PM A aoo Lz 3 SIDESASSNONVN. FROv10E S '''� "'
TYPE 1 RETAINING WALL PER RSD C -1 PIT TO BE CONSTRUCTED TO SD COUNTY HEALTH DEPARTMENT P
REQUIREMENTS, WITH 3.5' INSIDE DIAMETER LINER. PROVIDE 6" DIA Z 'AREAtS IN CUO-11 Foe IRAW PI W b$ t S1C*J CAP ; :' ` % 1 '
a
%. .
30 RETAINING WALL, UNDER SEPARATE P MIT PVC OVERFLOW PIPE (SDR -35). t, to ;
ueS AT E PV_AWc- ASSHaW"- P LACE R1 P P_/IOP CNo
'I3Pt y �,, T= O•b�) AtT t ! W GRAVEL BAGS OVERLAP
C
�R..I c Vr N�iS ✓
ONTO SLOPE
" , : ilk: %• ,
�. 'mss ? ,r ':1,•l: % a.'t':
40 INSTALL 1' WIDE TRENCH DRAIN W RAFFIC GRATE, 13 CONSTRUCT 4' DIAMETER VERTICAL DRAINAGE PIT (ELEV 302} TO S S ROCK'
O CARRY ROOF AND WESTERLY PAD RUNOFF IN UNDERGROUND CONDUIT fr'bW �' 3/4 C USHED
6 PVC (SDR 35) OUTLET PIPE 0 1% MIN AS SHOWN. BACKFIL '' • "''t�` '" l �''``
?a;, ; EARTHSTONE BLOCK
PROVIDE ADDITIONAL 4" OVERFLOW PIT TO BE CONSTRUCTED TO SD COUNTY HEALTH DEPARTMENT j,ft °l, TYPE T2N
REQUIREMENTS, WITH 3.5' INSIDE DIAMETER LINER. PROVIDE 6" DIA SEE SHEET 3 FOR ° - f`'. s .:r;,,.,;l l :f;;. Ho
T TOP OF GRATE EL ION. TIE INTO DRAINAGE Pi t
PVC OVERFLOW PIPE (SDR -35). Q A D D I T I O N A L NOTES =
r ; .• ill•
50 INSTALL GRAVEL BAGS, THREE HIGH, PER GRAVEL
BAG CHECK DAM DETAIL, THIS SHEET. STRAW BALES � f i. ff"f t%Iffjlf j
MAY BE USED AT TOE OF SLOPE, PER STRAW BALE 14 CONSTRUCT BROOKS 1212 BOX 12" DEEP WITH PARKWAY GRATE. CONNECT %'
' ' f,l .`I . - i e
,•, l l: ' 3 FT (0.9 M) MIN.
DIKE DETAIL, THIS SHEET. BOX TO DRAINAGE PIT WITH 6" DIA PVC PIPE (SDR -35).
6 CONSTRUCT 15' WIDE AC DRIVEWAY, ON GRADE, `
PERFORATED PIPE �� f ```` % 'l ?i " %;'. h, ° MIN
TO CREST DRIVE. JOIN EXISTING EP. PROFILE
`` RUNOFF
FOR DRAINAGE
PER RSD DS-7. r �� • '
x;"� % •!j•: ,I'r ' l . : ; f I. .' jrry , f . ,,' i.,f r °` ` s ``
EARTH BERM %`I `
7 CONSTRUCT 0.5' HIGH EARTH BERM AT TOP OF SLOPE ~` ' ~4
.l%i;t
7 ' CUT /FILL SLOPE ' • P/p fI . ' jt:l; ° .f' ` % �t -`r, :� ` f GAP BETWEEN BAGS THREE LAYERS
OF GRAVEL BAGS
O 3�.� �,: r rtir', PROPOSED
MIN _ ' ` ` l r 't r ,, '`, ACTS AS SPILLWAY WITH ENDS OVERLAPPED
8 EXISTING POWER POLE AND GUY WIRE. RELOCATE GUY 2:1 MAX : j j SLOPE
O 3' E h • l/z/ t i t t % ' I A.:s ' r w.' . `\ ti
t I: :l.
WIRE AS REQUIRED. PLACE CALIFORNIA TYPE N (18" 18") MIN'S 7' MIN ,
REFLECTOR SIGNS FACING TRAFFIC ON EACH SIDE. 2% J '` `` .(` ° ' {
MIN
9 REMOVE EXISTING TREES IN PROPOSED PAVEMENT AR AS GRAVEL BAG CHECK DAM DETAIL
O NOT -TO -SCALE
REQUIRED. -�.. ,
b1S MIM.
10 REMOVE EXISTING FENCE IN PROPOSED PAVEMENT AR AS 2% KAIfYt
REQUIRED. CUT SLOPE 1 "—` CRUSHED ROCK
2:1 MAX FOOTING
APPROXIMATE LOCATION OF EXISTING WATER AND GAS METERS,
TO BE RELOCATED AS REQUIRED BY AGENCY SECTION A —A
11 3 w
"
NOT -TO -SCALE TYPICAL SINGLE STEM EARTHSTONE WALL SECTION
FLOW
,
NOTE: BOUNDARY ADJUSTMENT PER WITH CRUSHED ROCK FOOTING '
CERTIFICATE OF COMPLIANCE DOC. No.
1997- 0361939, DATED JULY 30, 1997 O.R.
( NTS) 4" VERTICAL FACE
EMBEDDING DETAIL
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FIRST
PREVIOUSLY LAID BALE
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REC'D MAY 5, 1992. M rn ►� M tt . PER * aQC I�q. 199 -,02 98-,","
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AN DIEGUITO ENGINEERING, INC.
4407 MANCHESTER, SUITE 105 `
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CIVL ENGINEERING PLAWNG RIC Q Opt $a D( P: 3 31- o 3 _
LAND SURVE1rING BY
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT APPROVALS CITY
O F E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. r3cc
W
tO R EVIS o r M� '`�'^� �- ��` S AN DIEGO COUNTY BENCHMARK OC 0042 PLANS PREPARED UNDER THE SUPERVISION OF REC �ED A
PPRC�O /' GRADING PLANS FOR:
a NAGS 1F .REr,+� N_NG w�tl CHIS SQ. AT W END OF NW CURB RETURN DATE: 2'27 TWO SINGLE FAMILY RE
-1 By
EE BY: �'-° "
T 3 Z8' LAKE DRIVE AND BIRMINGHAM, ENCINITAS HORIZO NTAL N/A _ _ RESIDENCES
ELEV = 323.10 R.C.E. N0. : 40980 DATE: 3 Z- 9t� DATE: � ¢ g`� , , , E , 52T8 G W
VERTICAL N 12, 7° R� BARRY L. MUNSON POR OF BLK F &LOT 32, BLK , MAP 2114
EXP. 3r 3 r 1 `� APN# 262 - 042 -10, 16 SHEET 2 OF 3,
ZGP1.1)WG, SCALE: 1 "20', DATE: 12/22/97
FILE 4408
N OTES CONTINUED
b
N
16 CONSTRUCT MODIFIED PCC SWALE PER RSD D -75, TYPE B,
T =0.6', W =1.0', D =0.5' 0 1% MIN. PROVIDE 3'X3', NO.3 BACKING
CLASS ROCK ENERGY DISSIPATOR AT OUTLET.
17 CONSTRUCT 12 "X12" BOX WITH GRATE OUTLET PIPE TO BE PVC
(SDR -35) DIAMETER AS SHOWN 1% MIN.
18 CONSTRUCT MASONARY WALL PER SPECIAL DESIGN BY OTHERS.
WALL SECTION 0 WALL SECTION •2 ` • ^. ; ^; 4. SECTION #
MASONRY f'm = 1,500 PSI, NO SPECIAL INSPECTION MASONRY f'm = 1,500 PSI, NO SPECIAL INSPECTION
CONCRETE f'c = 2,500 PSI, NO SPECIAL INSPECTION CONCRETE f'c = 2,500 PSI, NO SPECIAL INSPECTION
REBAR fy = 40 KSI - GRADE 40 REBAR fy = 40 <SI - GRADE 40 - - SECTION #2
NOTES NOTES
1. BACKFILL IS TO BE COMPACTED PER 1. BACKFILL IS 0 BE COMPACTED PER
SOIL ENGINEER'S SPECIFICATION. SOIL ENGINEER'S SPECIFICATION.
2. MINIMUM DAYLIGHT REQUIREMENT 2. MINIMUM DAYLIGHT REQUIREMENT
FROM FOOTING IS 7' -0 ". FROM FOOTING IS 7' -0 ".
EXISTING EARTHSTONE WALL EXISTING EARTHSTONE WALL
12" CMU
FULLY GROUT D
12" CMU
FULLY GROUTED
1 /2 "MIN.
4' -4" � 1 ,
# AT 12" O.C. 2' -6" #4 AT 12" O.C. 2 -6 "
/ 2 -10" � 2
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fi Y #5 AT 8" O.C. VERT.
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USE 40Db
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3" LAP LENGTH
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SAN DIEGUITO ENGINEERING, INC 004mo
7� 3-31-03 z
4407 MANCHESTER, SUITE 105 No - . E 03 Q t �
ENCINITAS, CA 92024 V
PHONE: (760) 753 -5525 W/+L( DL -7L -S 514bWAJ )- fLg(-XC)VJ CIVII '�►
Fes. 1Aur�z MA- n0AJ4L puR POSCFS °f Lu
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LAND SURVEYING
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT N APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. "a
ADD THIS SHEET - 99 i /T Fi^i [- �� SAN DIEGO COUNTY BENCHMARK OC 0042 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
APPROVED GRADING PLANS FOR:
CHIS SQ. AT W END OF NW CURB RETURN DATE: 4- Z7- BY: BY: ti
LAKE DRIVE AND BIRMINGHAM, ENCINITAS HORIZONTAL N TWO SINGLE FAMILY RESIDENCES
ELEV = 323.10 R.C.E. N0. : 40980 DATE: DATE: , , , X216 G W
VERTICAL N/A BARRY L. MUNSON EXP. 3- 3�' 0 3 POR OF BLK F & LOT 32 BLK 'E ' , MAP 2114
APN# 262 - 042 -10, 16 SHEET 3 OF 3
U: \1 DATA \4408 \4408det1.DWG, SCALE: 1 =1, DATE: 04 -27 -99 FILE NO 4408