1997-5359 G (Plans) _ l
GRADING NOTES NOTIFICATIONS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES LEGEND
LEGAL DESCRMION LOT 13. BLOCK 104, MAP 1547
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS p
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN S.D.R.S.D.
AP.N.: 260 - 281 -02
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: ITEM NO. SYMBOL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PROJECT BOUNDARY SITEADDREW SHEFFIELD AVENUE, ENCINITAS,
CA.
2. THE SOILS REPORT TITLED "PROPOSED GEOTECHNICAL INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
PROPOSED SINGLE FAMILY RESIDENCE, NE CORNER SHEFFIELD DR. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES -
EXISTING CONTOURS
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK: �175)-
& BRISTOL AVE. CARDIFF, CA " PREPARED BY: BARRY & ASSOCIATES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
DATED: DECEMBER 29, 1997, SHALL BE CONSIDERED AS A LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED CUT /FILL LINE ON
�R/PERrIITTEE JOHN DAVIS
-�� - 1477 NEPTUNE AVENUE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS --�- ENCINITAS, CA. 92024
PROPOSED CONTOURS
CONTAINED IN SAID REPORT. (760) 944 -1695
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - ESD 633 -2770 PROPOSED SPOT ELEVATIONS 175.0
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 PROPOSED GRAVEL BAGS (SEE SHEET
5) 0��0
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. PROPOSED P.C.C. BROW DITCH D -75
it
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - (800) 422 -4133 PROPOSED 2:1 FILL SLOPE -7-7-7-
ESTIMATED QUANTITIES
PROPOSED 2:1 CUT SLOPE
GRADING. E. CABLE TV - (800) 422 -4133 CUT 770 � C. � O
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 FILL
350 C.Y.*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PROPOSED PCC DRIVEWAY
G -14
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. EXPORT O C.Y.*
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PROPOSED DRAINAGE SWALE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR *
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED PROPOSED 4"
P.C.C. CURB EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ONLY. (CALCULATED
ON A THEORETICAL BASIS. ACTUAL
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL.
OR A LICENSED LAND SURVEYOR. PROPOSED PAD ELEVATION PAD ELEV:
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
PROPOSED FINISH FLOOR ELEVATION FF ELEV:
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENIyEEM CERTMITE ® ENVIRONMEIVTAL
PROPOSED RIP -RAP ENERGY DISSIPATOR D -40
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND _ .
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. A.R. BARRY, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF PROPOSED 3" PVC
DRAIN PIPE 1 THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 23 %.
(EXCLUDING AND EXISTING MAN MADE SLOPES).
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL - -
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROPOSED RETAINING WALL (TYPE 2) C -2 0� 2. THE
MAXIMUM VERTICAL DEPTH OF CUT IS 5.0' AND THE MAXIMUM
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) CONDITIONS PREVALENT WITHIN T gg SI E WAS MAD TTU BY ME OR UNDER MY
VERTICAL HEIGHT OF FILL 1.0', FOR "Re5lDEWTIA PAD."
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES M SAND
COPY OF THE SOILS REPORT COMPILED 1.9 S ONE COMPLETE AOpQSED FOOTING STEM WALL
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. FROM THIS Y, WITH MY
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE F CE OF THE CITY `" ----
A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.97'
ENGINEER, ALONG WITH UPDATE LETTER DATED 8 ?/ a FURTHERMORE, I 1 ' OF CUT AREA OF CUT (S.F.)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PROPOSED ?CC DRIVt WAY (`SEE SNFET 3)
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE A'.� B.) AVERAGE DEPTH VOLUME OF FILL (C. F.)
1.00' = =
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED THE GRADING PLANS IFICATIONS. OF
FILL AREA OF FILL (S.F.)
GRADING CONTRACTOR AND P THE CI HO TE. THE PREGRA MEETING QF /oy� 3.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: THE MAXIMUM VERTICAL DEPTH OF CUT IS 0.0'
AND THE MAXIMUM
�� p�Re VERTICAL HEIGHT OF FILL 4.5', FOR "PLAY AREA.
ADVANCE BY CALLING (760) 633 -2770. �� Fy
�� G0011g t
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY GE NO. 119 41 m A.) AVERAGE DEPTH = VOLUME
OF CUT (C.F.) = 0.00'
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 33'ioz
EXP. DATE: 3/31/2002 OF CUT AREA OF CUT (S.F.)
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE F �r
CITY
SHALL ENGINEER ALL CONDOSID HAUL ROUTE. E THE DEVELOPER �q� ` B.) AVERAGE DEPTH = VOLUME OF FILL
(C.F,) = 1.98'
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION OFRESPONS/L3LECHARQE OF FILL AREA OF FILL (S.
F. )
OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PROVIDED STATING: "THE GRADING UNDER PERMIT N0.
5359 -G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS CONFORMANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN.
WHO CERTIFIES SUCH GRADING OPERATION. f
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: DATE g l9 9�Y
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE ASCO
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 29577
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF Oy ERS CERTMATE.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AND TABILITY OF THE SITE.
ARE SUITABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING _(K
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE N DAVIS
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 77 NEPTUNE AVENUE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT CINITAS, CA 92024 -�W�
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN (760) 944 -1695 -4W)- -fWr -4W)--
INST ALLED.
WARWICK AVENUE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ERIa L C.ON" OL
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE JOHN DAVIS AT (760) 944 -1695. SU
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PROPERTY
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2.
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE AT KEY MAP LEGEND:
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT, PROPERTY BOUNDARY
ACCORDANCE WITH SPECIFICATIONS. �I
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED cn
PROP. SEWER (CS -247) S I \ I v y
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES -� -
ENGINEER BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER EXISTING WATER
W�
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY /p 1W�-
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. EXISTING SEWER - (S � -
�cn S �` W�- -
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO EXISTING FIRE
HYDRANT FH
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL pOQ 0 s
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES rn
)
ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE. SHEFFIELD AVENUE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE BRISTOL AVENUE
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF FH ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
7,
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY pFESS1QY NI AP
/� D
LANDSCAPNYQ DA OM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �OQFt A � NIAr
A,9 $ SCALE: 1' =100'
T
ALL REMOVABLE PROTECTIVE ECIVE DEVICES SHOWN SHALL BE IN PLACE co Q'
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 9 �G� Z
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN <-7
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT r No. 29577 s ENCINITAS DIRE DEPARTMENT
SAN DIEM= WATER DISTRICT
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ` Exp.3/31/99
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED: REVIEWED:
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ��I CIVIL
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION 5, THE SLOPES SHALL BE STABILIZED WIT CA��Ea��
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. TO NOVEMBER 1 O F (!/ � / Q� �R � I
<�
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 U
gY `�� / / BY: <L �- 0�--_ SIZo�y6 z w$
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE N°
OF CALIFORNIA DEPARTMENT OF CONSERVATION. DATE DATE w
w U
REVISIONS APPROVED DATE REFERENCES DATE BENC�K SCALE CO1VadUNMY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS
� N s .
�- ADO SWEET G AOI N i se eo see TJ WAP CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. = m
> <
FLOWLINE OF SEWER @ SOMMERSET REVIEWED: PLANS PREPARED UNDER THE SUPERVISION OF RE C N D APP ED GRADING PLAN FOR:
o�
U 2 2
AVENUE & SHEFFIELD AVENUE HORIZONAL: N \A DATE: 9 BY BY: DAVIS RESIDENCE 535 g - G a
VERTICAL N/A B t C� �di� -1 ' �� l 8 YNE PASCO R . C . E . N0 . 29577
REC: CO W DATE: ��- ` DATE: (', K 104 MAP 1547 rA
. OF SAN DIEGO EL: 173.25 DATE EXP. 3 -31 -99
WORK PROJECT NO. TPM 98- t72 SHEET 1 OF 23
Q Q PE 742 -
1
0
0
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GRAPHIC SCALE V-10'
0 10 20 30
m -m r P/POP. RtET4 /A/lAJGWALL
PEAL DWO 5293 -T
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l7 `
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SERVICE [.00AT/OlU \ F (Oi� AY EA '[• ( 1 OWG. 5293 -T
Q w \ tp°'� FAD L 17 \A / 1�2g� s��e A -
PROP. LIMIT OF �� PAD EL. 18.0 \ \ \\
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9.
INSTALL '4`� R OO 0�2 /VEC C Ili'" EN TRY G ' Id yl G p� —� + 1 L. 2 \ \
t►C CD G. �. f UJ \ in 170.2 3 2 1 7.8
PG. ^D OPENIN 171.5 P I I ( MIN)
INSTALL AC PMT. \ gds CI -rte -
(170) EOc,f Q7 ORWY.APRON MA TC H h o �� 4.8 °/ r-0- � 177.2 I� (MIA
` I EXIST• A•C. :. II ;, TO EX. PVMTJ ( 7
nAC �°� 1.0% ,� • 1 11.3 NP �� /. FL r _ �11
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5293 -T
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2 0, I WALL -TYPE 2, STO WG. C -2. r
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WIDE CTYPE B), STO.OW - 75.
—... ..:.. �-
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PER OWG. 5293 -I 0 0 s
3�3 3�3 3c�3
1 O
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APPROX. LOCATION OF \ CONNECT 1 BROW DITCH 12
EXIST. WATER LINE TO PROPOSED DRl VEW4Y. \PROPERTY LINE
1.75 N
tp
G
\ \ Z YL tz O S
INSTALL M450 I2ET41"1AJG WALL P ? SI TE
(TYPE 0), STD. DWG. C -2 p �� Z�O� WARWICK AVE.
2' \ L SHEFFIELD AVE.
- PA'.OPERTY p BRISTOL
L /NE INSTALL MOOIF/C AVE.
D 10 VARIES Pv.
EXIST. RC.C. BROW DITCH GX/ST. GROUND 2`Y °MI S T
GROUN .O' WlOE
D 6 n 12 „ (TYPE ), A/ X <<
O : <�A M
I A 20% My \
Sro. DWG. D -75 � \ LIMIT OF PROP \ OSED / O
COIJC \
4 "RETE A/CE O y
a: • CURB m
+•: INSTALL WALL SUBDRA/A/ "
N SYSTEM FER SrO. OWG. C -8 �� 4 DRA /N o /PE FF 170.7 > &Npl SECTION C -C
Z PAD170 A Q�q E A. A' �F FILL s BERM VICINITY MAP
r P.C.C. DIZlVEWQY �� �� '9Ss '„
cl t l 'y NO SCALE
No. 29577 a
SECTION A -A Exp.3/31/99
SECTION B -B NO SCALE
NO SCALE '�'J CIVIC
a \�
Qf CAI�F�� a p
H WN
cc
REVISIONS APPROVED DATE REFERENCES DATE BENCIPAARK S Z MhIMUN •Py D$Vffi ,I, DESIGNED BY DRA Y CHECKED BY
w yU
MoDI - 5 IT 70 - 8 SEB TJ WAP APPRO CITY OF ENCU41 TAS ENGINEERWG DEPARTMENT DRASgNo NO. z 2 .,
F E OF SEWER SET VENUE VENUE PLANS PREPARED UNDER THE SUPERVISION OF RECD DE APP VED GRADING PLAN
FOR:
AVENUE 6 SHEFFIELD AVENUE � o
ADD SNE1 =T 3 GRADING 12s DO HORIZONAL i” - i0' DATE: - _S� // BY: BY: 5359 ; G a n2il
R.C.E. N0. --DA V IS RESIDENCE
VERTICAL N/A DATE: 9 DATE:
REC: CO. OF SAN DIEGO EL: 173.251 14/¢ AYNE PASCO EXP. 3 -31 -99
WORK PROJECT NO. - TPM 9$ -172 SHEET 2 DF $,'
® A\ PE 742
c�
m
GRAPHIC SCALE 1 " =10'
0 10 20 30
J EXISTING 10 PRIVATE SEWER EASEMENT PER >
F/P 1999- 075-6 9 I `
EXISTING SEWER LATERALS f RECORDED: lI- f $ - 9 7 ` u
PEA CARDIFF SANITATI¢k
r DWG f CS -2447
INSTALL ' "NO2 BACKING
RIP -RAP ENERGY DI$SIPAT6f7, r
5 S S S S S S / PER ''.STD DWG D-40 (17 )` `• � � �
/ PPOPOSJ OPEN SPACE �
—oLT ° EASEMENT'P�P PARCEL MAP
/ NSTALL 6'" PVC DRAIN P
o
l —BL: — — EXISTING SLOPE 5359 G k
LL WA !a'�A tNlr wAL \�
EXISTING CONCRETE BROW DITCH PL A r!
OF
-. -- `� ••,: ` .,:!
k. 10 r
N /
r INSTALL 12'•X18" BROOKS CATCH ^ 1 7 8 .0 BW 5 �' yVEMEFS: 5'
W (SEE SHEET 2 FOR GRADING IN THIS AREA) BASIN ( #1218) 169.0 Bw
EXISTNG RESIDENCE -- �`` ^ (SEE SHEET 2 FOR J��a Al s Tw w
Q, f GRADING IN TWS AREA)
w
178.0 TW 9.0 TW ,:S';�'•.';':, iir >;':i1': €i; t;;:,
a " PAD =178.0 169.0 BW a
178.0TW ti
PROPOSED RETAINING I 169.0 BW
I
WALL PER BUILDING � •' •" . e � �
PLANS. (NOT A PART : " 9.8C: + L
PAD =169.0
OF THESE PLANS) 2% " F ' \
r• LT
CONNECT TO EXISTIPiG� 169.0 GF ... 9 �j '- �� 29'
PCC BROW DI
54 '
SH:
i >> 178 0 7W 178 0 TW' ' a., "8 f1A i 1
/ 176.7 F¢C (I 4 7'
- E
e ,
169.0 BW •...,`'.:: i . � �,
169.0 BIY • . _ ' ;
178 2:1 MAX —
\ ! J 119.751' =--
479.4.TW - 77 TW \
/ ! s E - 169.0 BW G' B 168.2 W� \
r OR PROPOSED PCC �iI1"EWAY
/ f INSTALL 6" CURB. G -1
- - - -�� .
--° SEE ,WARWICK IMPROVEMENT PLANS ^ RE,...� IN�I - 1 WALL j 1
5359 -I FOR STORM DRAIN INLET DETAIL
3"
8" C.M.U. GROUT SOLID
PROPERTY LINE o #5 @ 16" O/C VERT. #4
@ 24" O/C HORZ.
2' 30' PROPERTY LINE
SEE SECTION B - B FOR BROW
DITCH DETAIL 5
SEE SECTION 8 -B FOR BROW
2. 5" • DITCH DETAIL
12" C.M.U. GROUT SOLID
o
06 @ 16" 0/C VERT. 2 - #4
EXISTING PROPERTY LINE PROPOSED 2.• 1 SLOPE
G
EXISTING 0-ffl GROUND
D •
16" C.M.U. GROUT SOLID EXISTING GROUND
s 1z° � --
#8 @ 16" 0/C VERT. 2 - #5
EXISTING GRaAV 6" • • @ 24' 0/C HORZ.
\ 5. RETAINING CONSTRUCTED
PROPOSED MASONRY RETAINING • • AS PART OF THE BUILDING PLANS.
SECTION @RIGHT, &STRUCTURAL
WALL PER TYPICAL RETAINING WALL �_ 8 #5 CONT (NOT A PART OF THIS PERMIT)
— -'
CALCS ON FILE IN THE CITY ENGINEER'S
OFFICE.
\ Ln 2 #5
PROPOSED PCC DRIVEWAY SECTION 8 -8 U
PROPOSED MASONRY RETAINING NOT TO .SCALE
WALL, STD DWG C -3 • #5 @ 16" O/C
ti
12" KEY
PROPOSED GARAGE FLOOR ELEV.
7.0'
TYPICAL STRUCTURAL WALL SECTION (HEIGHTS TO 12')
SECTION C —C NOT TO SCALE
NOT TO SCALE so w SECTION E -E
ti NOT TO SCALE
No. 24404
Exp. 31-00 * a
R ERT SOWARDS, RCE 26404 DATE #J} ctvi m
SIGNATURE IS FOR RETAINING WALL SECTION ONLY
OF CK 4U
REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY °u
BENCHMARK SCALE COMMUNITY DEVELOPMENT ses APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.�=m
ADD SHEE 3 GRADING FLOWLINE OF SEWER @ SOMMERSET PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING
PLAN FOR: N .
AVENUE 6 SHEFFIELD AVENUE HORIZDNAL 1" = 10' . 29577 ® DATE: I BY �Q BY : � PARCEL 2 TPM
98-172 5359—G e0v)
VERTICAL N/A WE PASCO R.C.E. E NO.
3 -31 -03 DATE: I -D0 DATE:
REC: CO. OF SAN DIEGO EL: 173.25 WORK PROJECT NO. TPM 96 -172 SHEET 3 OF 3
PE 742