2003-7796 G (Plans) GRADING NOTES NOTIFICATIONS LEGAL DESCRIPTION
LOT #41 OF PARCEL 2 OF PM 92743 IN THE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES - CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE 3j WORK TO BE DONE O
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A OF CALIFORNIA, ACCORDING TO
MAP NO. 9274. 0 NEH BROW
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR G �� DITCH
THE GRADING CONSISTS OF THE FOLLMwONG TG DONE ACCORDING TO
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN A. P. N.: 264 - 101 -62
' �� THE PLANS, THE CURRENT CITY OF ENCINITAS STANDARD DRAWINGS.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ON THESE PLANS, HOWEVER:
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SITE ADDRESS THE GRADING SHALL BE CONSIST OF CONSTRl�CTION
OF ALL CUTS AND
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FILLS AS SHOWN ON THESE PLANS. ALL GRADING DATAILS
SHALL BE IN
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 3450 BUMANN ROAD ACCORDANCE WITH THE CITY OF ENCINITAS
GRADING ORDINANCE.
2. THE SOILS REPORT TITLED " LIMITED SOILS INVESTIGATION AND SOIL- LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S ENCINTAS CALIFORNIA.
92024
RELATED RECOMMENDATIONS " PREPARED BY ALLIED EARTH TECHNOLG RESPONSIBILITY TO CONTACT THE FOLLOWING OWNER'S OF SAID '
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
DATED JANUARY. 5, 2003 SHALL BE CONSIDERED As A PART OF VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF OWNER /PERMITTEE
COMMENCEMENT OF WORK: Seyed (Farshid) Mohseni
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 12605 Prego CT.SAN 1t�
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID A. SEWERS - ESD (760) 633 -2770 DIEGO, CA 92130 CMU BLOCK WALL PER
-----
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS do ELECTRIC - (800) 422 -4133 - DIG ALERT STRUCTURAL OW-6 LEGEND
SYMBOL
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF Phone: (8 or 722 _ 8710
Contact
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD (760) 753 --6466 : Fshid Mohseni O g g
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE -�
(800) 422 -4133 -DIG ALERT LL_ — PROPERTY LINE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133 - DIG ALERT Q
EXIST. CONTOURS �- — —
GRADING. _ �XISTING EASEMENT — — — — — — — -
2. CONTRACTOR SHALL N THE CITY ENGINEERS OFFICE 48 GARAGE F .F. FF
5. CONTRACTOR SHALL TAKE ANY WCESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. PROP. CONTOURS 8'
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR CENTERLINE
- - - ---
INSPECTION. PHONE: (760 ) 633 -2770. ALL WORK PERFORMED
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CUT
SLOPE 2:1 MAX.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE REJECTION AND REMOVAL.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR. p FILL SLOPE 2:1 MAX.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL EXISTING SEWER MANHOLE
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
FEDERAL AFETY AND HEALTH STANDARDS, LAWS SINE AND SOILS ENGINEER'S CERTIFICATE EXISTING SEWER SERVICE PER DWG
-
REGULATIONS.
I, ROBERT CHAN A REGISTERED CIVIL ENGINEER IN THE STATE OF PROPOSED WATER SERVICE ---
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL rA CTION
A
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL N.T.S) SEE STRUCTURAL
DRAWINGS (S- SERIES)
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. CONDITIONS PREVALENT WITHIN THIS SIT E WAS MADE BY ME OR UNDER MY
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. COPY DIRECTION TH�OILS REPORT 121 ED / 0 ROM AN D HIS STUD /02 E C OMPLETE
EXISTING WATER MAIN PER DWG • MY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
LIMITS OF GRADING - I- 0 —f —f_
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE ENGINEER, ALONG WITH UPDATE LETTER DATED 12127102 FURTHERMORE, I
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PROPOSED
AC PAVEMENT PER SOILS REPORT
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
PAGE 13 (Driveway & Pavement Design)
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. LPPER LEVEL
ITEM # 29.
ADVANCE BY CALLING (760) 633 -2770.
�St
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SIGNED: PROPOSED BROW DITCH - SEE DETAIL +`t>
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RICE NO.: C -24613 GEOTECHNICAL NO.: G -00198 -
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER EXP. DATE. 12131105 EXP. DATE. 12131105 PROPOSED
DIRECTION OF DRANJAGE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING oFES`'oN
OPERATION. ALLIED EARTH TECHNOLOGY � pQ� A RT €xlsT. SPOT ELEVATION
CH q�F
PO BOX 1932 EL CAJON, CA 92022-1932
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING (858) 5 41-0 225 13 HALLWAY u_ — PROPOSED SPOT ELEVATION
246
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL OiSS'4 V E 121310 � z Y
RELEASE OF SECURITY AN AS- GRADED CERTIFICATION SHALL BE }� P a z cH F '� e 4
PROVIDED STATING: ''THE GRADING UNDER PERMIT NO. 6� cIV +� tai BLOCK RETAINING WALL PER 5TRUCTURAL
XXXXX HAS BEEN PERFORMED IN SUBSTANTIAL `
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON ( G- 196 p '�rf OF C���F� —
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE d ` ExG 121310
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER
fu [Gµ
WHO CERTIFIES SUCH GRADING OPERATION.
�rf Of C���
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT s
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS BROOKS BOX PER PLAN
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE o
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS, HE SHALL STATE THAT OBSERVATIONS AND �BSECTION "B"
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT N.T.S) SEE STRUCTURAL DRAWINGS (S- SERIES)
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS E' +►to: &Ad
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PVC STORM DRAIN PIPE
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING LANDSCAPE/ PERVIOUS AREA
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID FOR BMP NOT TO BE MODIFIED
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE WITHOUT PERMIT FROM CITY
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
PROP FRONT TERRACE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND "" VICINITY MAP Y. ESTIMATED GRADING
QUANTITIES
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NOT TO SCALE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE ' # EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT P07POSES
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE OWNERS CERTIFICATE QC ONLY. (CALCULATED ON A THEORETICAL
BASIS. ACTUAL
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO C�
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM — THESE PLANS. CONTRACTOR
SHALL COORDINATE WITH THE ARCHITECT AND
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO til Sg � SOILS ENGINEER TO ESTABLISH REQUIREMENTS WITHIN
THE
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 FOOTPRINT TO DETERMINE ACTUAL EARTHWORK QUANTITIES.
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A _ _
Q
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR " PRIOR
TO IMPORT OR EXPORT OF MATERIAL A HAUL ROUTE SHALL
ACCORDANCE WITH SPECIFICATIONS. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES BE APPROVED BY THE CITY
ENGINEER (TRAFFIC)
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH THE IMPROVEMENTS. CUT 3600 C. Y.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS FILL 3200 C.Y.•
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS l HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE EXPORT
400 C. Y.
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AND STABILITY OF THE SITE.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED �C SECTION "C"
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN N.T.S) SEE STRUCTURAL DRAWINGS (S- SERIES) DECLARATION OF
RESPONSIBLE CHARGE
ACCORDANCE WITH THE GRADING ORDINANCE. Seyed (Farshid) Mohseni 1
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 12605 Prego CT SAN I HEREBY DECLARE THAT I AM THE
ENGINEER OF WORK FOR THIS PROJECT.
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF DIEGO, CA 92130 THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE Phone: (858) 722 -8710 CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF Contact: Farshid Mohseni �j - JS !� /`T STA EaT
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 7N/-f /eECORp jDRA IV /AV� N *1 �d/� Af PRG�Pq/tf' RELIEVE
IT O ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
ATAtAtp eN i�v���tNfArii POfOV100 ,4 y • nyl�r. DESIGN.
WE /«G�MA�*�vp /Np�j�ENOBNT V9*A/it4lT74V OF
LANDSCAPING /rf Atta RAcy At l** n MCW* /M /IRMAT/dN FESS s
S H • wN H0_Rf - *Al . � tF
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL LOCATION: BUMANN ROAD CULDESAC HORIZONAL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ENCINITAS FIRE PROTECTION DIST OLIVENHAIN MUNICIPAL WATER DIST. PARK & RECREATION
DEPARTMENT +6 - '3 U /cr 4AA. O , c J� OZ � - 4 �
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. WILLIAM TEMPELTON, RCE C -44976 DATE 7 C4497b
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
IEWED BY. REV WED BY: REVlE D Y: Exp. 3 -31-06
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION _ __ y Z ��4.T J '1 CMS-
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. Z Z l Ohl' 1 ZOO
AT L DATE: DATE: CA�1
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNE BY DRAWN BY - �- - C HECKED BY APPROVALS
CITY OF ENCIN ENGINEERING DEPARTMENT DRAWING NO.
FM FM WT
oo
A SMELT 4 DESC: WELL MON. ® ST. C/L PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE APP D GRADING PLAN
FOR:
KEN „, REVIEWED Y DATE: 05 - 0 2 -03 BY: BY: : 3450 BUMANN ROAD 7796
NIA s1� _
ENCINITAS
R R FROM: COUNTY RECORDS VERTICAL_ O R.C.E. NO. C= 44 DATE: s�Z7{o -� DATE RESIDENCE
ELEV 264.630 COU DATUM: M.S.I. I . ,��/���/� EXP. 3 -31 -06 WORK PROJECT NO. SHEET 1 OF
3®� ` - - - _ _ EXIST. 4' UTILITY EASMENT PER DOC. 8 72- 311 -899, REC.
1
3
11121/72 & #t 79- 57520, REC. 2126179
EXIST. SDGB�E POLE - - - - - -144,68' �_ ff 'P u - E - - _ APN 2
"2 — — _�-/ /
EXIST. 8' UTILITY T _ _ - - i � - \ -� - - J 0" SIDE SETBACK LOT #41 OF PARCEL 2 OF
EASMENT PER DOC. 0 -� P M 9 2 ?43
140307, REC. 8-01-69 8 #
MAP N O . 9 2 7 4.
6. PVC 79- 537520, REC. 12/26179 - _ \ / _�
RISER
' PVC SANITARY \\ — ��\ --- --- — -- —= _`\ -- -- - 1 - 7' — -{ — — —
TEE U24 � I
` \ ,� S.D. PIPE AS SHOWN
PLUG IF AT A, END OF RUN ` ` ON PLAN H O T
OF SLOPE
TYPICAL DRANIASE
DITCH AT THE TOE T
z __ �\ e _ _ —� LEGEND SYMBOL
( I °� 2: _
-
PROPERTY LINE
E AREA DRAIN FOR GRASS LANDS AND REINFORCING
PATIO 1 - 30e - + - 6EOSYNTHE�C EXIST. CONTOURS �- - - - - - -
2 316 � " ' - \ 2 : 1 �>• ' I - - - - . - -
1 >n►+ LINING EXISTING EASEMENT - -
JWJ V - MAX - 3 OR PROP. CONTOURS 32
CENTERLINE - - - —
312 - - -- 4.0 �--
CUT SLOPE 2:1 MAX.
310 - _ _ 05.W FlNtsrt .�'
\ FILL SLOPE 2:1 MAX.
I = EXISTING SEWER MANHOLE
16' -0"
30
305.0' 1 - � � 5/M.
_- I EXISTING SEWER SERVICE PER DWG
3" AC OVER 4 S
CLASS n AB H SIDE SETBACK ` ` 1 � _ - _ _ _ _ OL � \ `
PER DETAIL 50 • l- - -� PROPOSED WATER SERVICE
KLI
2.0% -- Atli
FLOW LINE "o_ - y \�1 >�+ _ -� EXISTING WATER MAIN PER DWG •-
ELEV ATION5. �` ° '- \ \ \ +ri .• -� LIMITS OF GRADING
TYPICAL GRADE b" rH � . �, I : � 4= ° � . - - _ _ �
\ rvv
H
SECTION AT DRIVEWAY BELOW THEN " v - - 1 I ��o ° o�o o �° ° o`�` o v - PROPOSED AC PAVEMENT PER
SOILS REPORT
0�0 PAGE 13 (Driveway do Pavement Design)
I
N.T.S. S LOPE AT 2% MIN. TO - - 3 I 29 . oo�o�o _ P s�`\ �; ' -�� 1 c - - ITEM # 29
° - ` -mac
EDGE OF BLDG.: ® J O ° o ° 08 BROO BO 296.1 +' .
000 30_ FTROR
STANDARD DWG. t Typ ° ✓ _ _ tr+ - _ PROPOSED BROW DITCH - SEE DETAIL
24" MIN. - � ' 69.E t I 98 � P DRAINAGE
PRO OSED DIRECTION OF DRA GE
ROCK -LINED OPTION 6RA55 OR TURF -LINED OPTION ® - - t 8 I b' DRIVEWAY EXIST. SPOT ELEVATION 1
z` I
� PER F PROPOSED SPOT ELEVATION L68-36
2" TOP SOIL
sf I n
BLOCK RETAINING WALL PER STRUCTURAL
(4 IN) sa�
(3 INS ® - (�
� - . ; - -- � - - \ ® 2 ,e► 4. 4 I 1 292
- _ - I ' Q4G \ 2 94.17 T -
- - 294.75' 293.80 TC 291.74 ��� I Z
1 - AREA DRAIN -PER PLAN
1 293.17 TG 294 cu
18'x18 BROOKS X
( 0 - --OTE XTILE UV STABLE NET LINING: HEAD WALL OR ®— — 4130 -S nLTER OR fou . 92 •-+
VMAX -3, P550 OR EGUAL RIP -RAP. I 1.74 Bo Bo i • \ 2:1 0 ( M
288
292 \ 2
TES: RETAINA6E BASIN ® 9v 18 x1 RooKS Box w
NO 1 2. 1 28 � R OR EQU . _ ® PVC STORM DRAIN PIPE ` D
CAPACITY 1450 FT9 2 28 BOX
1) PLACE 5 ANCHORS PER SQUARE YARD OF MATERIAL ~ 283.90 IE IN , \
2) FOR 6RA-% OR TURF 4 ROOK -LINED OPTION, INSTALL 6EOTEXTILE UV STABLE NET. • I I - _ - B ® ��, LANDSCAPE/ PERVIOUS
AREA
3 FOR BMP NOT TO BE MODIFIED
i'1 286.00 TC I - C A AMY WITHOUT PERMIT FROM CITY
1 286.5 nLw 3 Pr3
IF
rH 'N
TYPICAL RAINAG DITCH DETAIL _
N.T.S. EXIST. 14" Oh1D �� _ _ t 8 - _ \ I
WATER MAIN
\� THE PROPS
tf A t MOMIMENT
I/2" TO �" DIM. 7 ' 278
PERFORATION RZMOVAfLE SEALED
COVE PROPOSED IN WATER \ t - - QIST % - Y` w- — — -
' - V
GLEANOUT W/ SERVICE PER OM - MI�►M•IOEE
® I IE 268.65' - -- - �1 _— _ - - -
PLU - -= I = ..� - i t •
G STANDARD DWG.
/G - - - -
• __\ ; ��
" 1 ii � /
6" PVC TO �— 24 24" PERFORATED EXIST GAPPED ® 'i — — �— — — — — = -- — — —
0156HAR6E ./
STAND PIPE -- .11' LATERAL _ — — ,r 45.11' N 87 ' E MIN "\ �\
� ► o
'Y" I" PVG PIPE PROPOSED 6" FH ° ° ��- ` 1' 1 / .M \ EXIST` 30' ROAD ! a ��
ASSEM. PER OM • _ , UTILITY PER -Aw I MPE RV I OUS 6 AC -
- - STANDARD DWG. , ® _ EXIST. 6" PUBLIC SEYER DOG. 1 *531520, =L
p o ' EXIST. 20' PUBLIC SEWER EASMENT REC. 12/26/79 N M`vewAY 5315 5 4. fT, wQ
PERFORATED
EXIST. 5064E POLE
a
• � �
PIPE EXIST. 5064E
'
44 N D T � \�
Go NECTE O EQUIPMENT T , J�
0
CONCRETE "1'" ®_ y ;
MIN. 12 THICK EXI 60' PRIVATE - /\
ROAD 4 UTILITY / 0 ., 1 / q OF BUMANN ROAD
A
EASMENT PER DOG 20 0 20 40 60 QROFESSr �C 5 .
G STORM WATER QUALITY BASIN DISCHARG 616-21q- REC. _ _ i -- �° J. tF,
2
N.T.S.
1/14/76 -
(1 I GRAPHIC SCALE
W& C449M
1 `►• I — \ K Emp. 3-31 -l6
Jp C ti !
GRADING PLAN ��¢ C�1
SCALE: 1 " =20'
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED B DRAWN BY - C HE I CKKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
W
DESC: WELL MON. 0 ST. C/L PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR NOTES & DETAILS OF GRADING
PLAN FOR:
REVIEWED B
DATE:
LOCATION: BUMANN ROAD CULDESAC HORIZONAL _SEE PLAN - 3450 BUMANN ROAD 779 - G R
ENCINITAS BLVD. 05 - -Q3 BY: - BY: n
_ ___ -__ -__ - -- -- - -
WILL TEMPLETON R.C.E. NO. � - _44 W
W
2& - - - -- DATE: DATE: z z
RECORD FROM: COUNTY RECORDS VERTICAL SEE PLAN DA ��71 A F� RESIDENCE
ELEV: 264.630 DATUM: M.S.L. EXP. 3- 31 - 06_ WORK PROJECT NO. SHEET 2 OF z
W
UP EXIST. 4' UTILITY EASMENT PER DOC. #72-311-M, REC.
' — — — — — — — - 144,68' N ff7 E 11121172 # 79- 537520, REC.12126lT9 T "`
EXIST. SDG&E POLE _ — -- --- --- --- — _ , — I_/ APN 2 -62
"2
o " SIDE SETBACK LOT # 41 OF PARCEL 2 OF
EXIST. 8' UTILITY EASMENT
PER DOC. # 140307, REC. I I ��� — — _ _ _ _ — ° — — —� PM 92743
8-01-69 8 # 79- 537520, REC. ®_ , _ _ MAP NO. 9274.
6 PVC 12/2689
I RISER ® � — — — . — — _ _ �� � •
PVC SANITARY — \ /
,` ;, TEE --
PLUG IF AT S.D. PIPE AS SHOWN (� t O .. -} \ _ _
END OF RUN L ON PLAN CONIC BROW DITCH ` = � ` JJ I _ - - , - - - - 321
s T LEGEND SYMBOL
® 1 —
_ I I I I I I I i Q .c
— 4 1 I PROPERTY LINE
E
AREA RAIN FOR GRASS LANDSCAPE AND PATIOS � I -------- - - - - -- — GEOSYNTHETIC Exlsr. CONTOURS
0 — — — — — — —
Y � - - - REINFORCING
2 — —
�, I 3 ----------- - - --� I LINING
EXISTING EASEMENT
®_ _ \ _ - _ I I V -MAX -3 OR PROP. CONTOURS 320
EQUAL
CENTERLINE - - - —
1 — _ .3k.1 i I
�- - +.o' �- ` �� CUT SLOPE 2:1 MAX.
FlNISH�
1 1 I )�� FILL SLOPE 2:1 MAX.
® l�1 \ �► ; ( = 1 EXISTING SEWER MANHOLE
6'
1 - " ' 1 - ' EXISTING SEWER SERVICE PER DWG
3" AC OVER 4" ® � _ - � —__ - \ i I
CLASS II AB PER DETAIL H SIDE SETBACK ; 1' .. i _ PROPOSED WATER SERVICE
2
Z.Ox
FW, JP
® I _
'I I'ol� — — 14 EXISTING WATER MAIN PER DWG
_ --
- - - FLOW LINE ELEVATIONS.
• - LIMITS OF GRADING -�
TYPICAL GRADE 6 1 „ f � , ���,� � � ii � _ _ I � � 10 P �A PA BELOW FF THEN SLOPE
PR 2 ��� *�s, �I�
H
SECTION AT RIV WAY AT 2% MIN. TO EDGE - - I ° ° ' c �� `�� �o ° - _ , - - • - o osED C
MENT PER SOILS REPORT
E
2 T � b o u PAGE 13 (Driveway & Pavement Design)
-157` ITEM # 29
N.T.S. OF BLDG.: 27 -' • -}, ' - -
STANDARD DWG. ®- - I ° - - '-
v � �G < � ��O�O O O O� - -�a� X96.1 �
c o00 ofl° 00 0 -
-� - PROPOSED BROW DITCH - SEE DETAIL
i
9 oo�
24" MIN. PROPOSED DIRECTION OF DRAINAGE
I
II 6 - - EXIST. SPOT ELEVATION
ROCK -LINED OPTION GRASS OR TURF -LINED OPTION ® - - \ I / I 16 DRIVEWAY
F PROPOSED SPOT ELEVATION
2 TOP SOIL
�i 16' -0" 13 BLOCK RETAINING WALL PER STRUCTURAL
I
z ® OD I 194
96
I` 1 29
1 I (h
(4 IN.)
(3 IN.) ®_
291.74 IE
fi I R7Q
293.80 TC i Z
1 1
294 AREA TG % O� \ AREA DRAIN PER PLAN
1 1 „% 294 I cu
GEOTEXTILE UV STABLE NET LINING: HEAD WALL OR ®— — �� is�'`i4 eorroM E 92
VMAX -3, P550 OR EQUAL RIP —RAP. 1 I a bit 11
2 2: 1 0
1 92 ®n 288 .05
2
90 v �\ 86.
T (
NOTES: RETAINAGE BASIN I II 2.1 \ 287.15 r H 6_ ® _—
CAPACITY 1450 FT3 1 28 _ "1 —
PVC STORM DRAIN PIPE
PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL G 8 87 .0 �E ', `�° 8
283.90E 23
1 90' BOT BO
TOM 2
XTl TABLE NET. 2 _\_ �_ - 11 L/ ' LANDSCAPE/ PERVIOUS AREA
R R TU RF dl: ROCK -LINED OPTION INSTALL GEOTE LE W S
2) FO GRASS 0 TU _ - _
_ FOR BMP NOT TO BE MODIFIED
® 1 � 2851 I WITHOUT PERMIT FROM CITY
286.00 TC
rH "'
TYP I AL DRAINAGE DITCH DETAIL -
2 N.T.S. 1 ' :T — _
EXIST. 14" OWD _ � ►% ' 8 _
WATER MAIN - ®� 1 - -- - - -
11 \ — .
I �►
1 1 a �4 MONU MENT
—o
1/2" TO ' �— 1 1 278 — M to
DIM. / REMOVABLE SEALED _ _ � `Yc CV E " _
PERFORATION COVER PROPOSED 1" WATER
cLEANOUT w SERVICE PER OWD - -
PLUG / STANDARD DWG. ® I
-� XIST, SEVER / � 1
MANHOLE '
IE 21 3' -
-� N EXIST. CAPPED SEWER ; 1 ., 11 -
24" PERFORATED
LATERAL
STAND PIPE
` � X45,11' N 87'09' E 287 �� � o
4" PVC EXIST. /
OVER
1" PVC PIPE PROPOSED 6" FH I ° ��-- , _ � <' 1 � \ 13r0e' ROAD � c � .°
DISCHARGE ASSEM. PER OWD , EX IST . g" PUBLIC SEWER DOC 79,-537520
STANDARD DWG. _
EXIST. 2 PUBLIC SEWER EASMENT REC. 12/26/79
N a EXIST. SDG&E POLE
6 PVC TO DISCHARGE • a a a a PERFORATED PIPE EXIST. SDG&E 7
/ \
CONNECTED TO EQUIPMENT
CONCRETE
ENCASEMENT EXIST. 60 PRIVATE
� \ 1
MIN. 12 THICK ROAD & UTILITY / o ff v E OF BUMANN ROAD P
• EASMENT PER DOC. 20 0 40 60 ��ESSI
76- 219 -778, REC. J _ - 8
rG WAT R QUALITY BASIN DISCHARGE
N.T.S. 7 76 14 — � � � � ( GRAPHIC SCALE
2 � / 0,
i
GRADING PLAN 0 7-71 Of
SCALE: 1 " =20' IV. % M PLE7aN R C6 4 y F7 a
�
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT - - - DESIGNED BY -- - DRF BY - - C HE M C V K T
ED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
SI
ADD 4" OVERFLOW DESC: WELL MON. ® ST. C/L PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED NOTES & DETAILS
OF GRADING PLAN FOR:
DELETE ONE RETENTION LOCATION: BUMANN ROAD CULDES HORIZONAL REVI BY: DATE: 3450 BUMANN ROAD 7796 -GR
1Z
BASIN, F SE PLA , ONE Sylt o -- Q5- =03 8 Y• - -____ -__- BY:
ENCINITAS BLVD. WILLIA TEMPLET W
RESIDENCE
/ma
WITH SrYr 2/9• R.C.E. N0. _44976 DATE: _ _ - DATE: R DENC c
AS JWILT S
-- ..
RECORD FROM: COUNTY RECORDS VERTICAL SEE PLA DATE: EXP. 3 - -06
ELEV: 264.630 DATUM: M.S.L. WORK PROJECT NO. SHEET ?A OF
w
EROSION CONTROL - - - - - - _ _ - - _ _ _ _ LEGEND
\ /
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT - _ _ _
. ,
FARSHID MOHSENI AT 858- 722 -8710. - - - - - ... 1 HYDROSEED SLOPE PROTECTION T - ......... _.....
.� .- ... _ _ SAN /GRAVEL BAGS (2 HIGH)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
1
�..... ....... ....... �. -� - - SILT FENCE --�
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT I ' '
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF I
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. , \ - - - , \ ` �I - 1 IF PAD AREA IS TO REMAIN EXPOSED
FOR MORE THAN 3 MONTHS
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ' i AFTER THE CONCLUSION OF SITE GRADING IT
SHALL BE
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. - - - - _ _ - / PHYSICALLY STABILIZED WITH STRAW
BLANKET, COCONUT FIBER
BLANKET, GEOTEXTILE FABRIC, OR OTHER CITY APPROVED
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1 _ EROSION CONTROL BMP.
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER - / I
AFTER EACH RUN OFF PRODUCING RAINFALL. _ -
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL , - • . . • . . • . '
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 1
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES - I • • • . . . . . . . . ' '
..
..... ..... ,... .. ... ................
WHICH MAY ARISE.
:. 1 . - - - - -- -
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 1
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 1 . ' . ' . ' ' . �: ' . ' .... I
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED \
GRADING PLAN SHALL BE INCORPORATED HEREON. 1 �
D `� N, I
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY - - \
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN -
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4090). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH - _ -
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE - - -
` ' OUBLE ROW OF
OF CALIFORNIA DEPARTMENT OF CONSERVATION. i - _ _ - -
I _ _ _ � � \ � GRAVEL BAGS
12" MIN.
1 Tyr. \ 1 2" PERIMETER
I - - - - A - - - _ - _ 2 GRAVEL BAGS HIGH ABOVE
NYDROSEED NOTES 7 1 - 5 1 ) - ` AREAWAY SURFACE (OMIT ONE
- - _ ` - - - - I - (1)BAG ON TOP ROW FOR INFLOW
_ \ - PROFILE PUN
1. Hydroseeding shall be applied to all slopes that
A
are graded 6:1 (horizontal TYPICAL AREA DRAIN DETAIL
\ I - - - _ - - - -
{ \ \ 3 NO SCALE
to vertical) or s when they are: - - - - � - - - - - - - - - _ - - - -
a. Three feet or more in height in fill areas. - ( 1 TWO LAYERS OF GRAVEL BAGS
b. Five feet or more in height in cut areas unless \
WITH ENDS OVERLAPPED
slope is not subject to erosion due to the - - - - - - _ _ I
erosion resistant character of the material as - - - - - - - - - - _ - - - -
approved by the City Engineer. - - _ _ - e GAP BETWEEN BAGS
2. Irrigation shall maintain the moisture level of \ - - - - - - - - - - - - - - - - 1 ACTS AS SPILLWAY
the soil at the optimum level for the growth of
GRAVEL BAGS
the hydroseeded growth. 1 -
3. H droseeding mix shall consist of all the
yy
following: -
a. Seed mix shall consist of no less than: i
1. 20 lbs. per acre of rose clover 1 - - - - - -
RUNOFF
2. 20 lbs. Per acre of zorro fescue - - - -
3. 3 lbs. Per acre of E school cia californica L - -
4. 4 lbs. Per acre of ochillea millefolia
5. 3 lbs. Per acre of alyssum (carpet of snow) i -
6. 112 lb. Per acre of di o p r o l eca I B TYPICAL GRAVEL BAG SECTION
7. Items c, d, e, and f of this subsection may _ • .. , I 3 NO SCALE
be omitted one locations where the area being _
hydroseeded is not visible from either a ' .' '
public street or residential structures. 1 \
8. Item a of this subsection must be inoculated -
D
with a nitrogen fixing bacteria and applied i ? M _ 8" THICK - 4"TO 8" COARSE
dry either by drilling or broadcasting 1 - _ - AGREEGATE OVER GEOTEXTILE
before hydroseeding. \ o Z FABRIC
9. All seed materials shall be transported to I
the l obsite in unopened containers with the 1
California Department of Food and I - - - - ... ' 3
Agriculture certification tag attached to or
rented on said containers. O
10.
printed wetting agents may be added ` 1
to the hydroseed slurry at the discretion of 1
the contractor. I T. -. _. ... .' ' - DIVERSION RIDGE
1
b. Type 1 mulch applied at the rate of no T - -
.. .. . � . .. 30' MIN.
less than 2,000 lbs. Per ocre.Type 6 mulch
(straw) may be substituted, all or port, for
hydraulically applied fiber material. When
straw is used it must be anchored to the - -
slope by mechanically punching no less than _ - - - - - 1 - - C STABILIZED CONSTRUCTION ENTRANCE
50% of the straw into the soil. 1
c. Fertilizer consisting of ammonium _ _ _ 3 N.T.S.
phosphate sulfate, 16 -20 -0, with 15% sulfur
applied at the rate of 500 lbs. Per acre.
4. Type 1 mulch applied at the' r to of no less than 2,000 lbs.
per acre. Type 6 mulch (straw may be 1 _ _ - -
substituted, all or part, for hydraulically applied 6�
fiber material. When straw is used it must be I 1
anchored to the slope by mechanically punching I ^`� t 1 0
�0
I
no less t
5. Areas to be hydroseeded shall be prepared prior to - - T - - i r - �"- - - \ 1
hydroseeding by:
a. Roughening the surface to be planted by any or � - - 1 ! \ _`1 PONDING HEIGHT SAX
a combination of: - - -' 1 \ \ 0
1. Track walking slopes steeper than 6 :1. \ \ d ; SL
2. Ripping areas that will not break up using 1
item 1 above.
b. Conditioning the soils so that it is suitable '
for planting by: APPROX. 12"
1. Adjusting the surface soil moisture to , -
provide a damp but not saturated seed bed. \
2. The addition of soil amendments, ph
adjustment, leaching or covering saline
sods to provide viable conditions for
growth. d
Hydroseeded areas shall be maintained to provide a
vigorous growth until the project is permanently 20 0 20 40 60 D PERIMETER SEDIMENT BARRIER
landscaped or, for areas where hydroseeding is the
permanent landscaping, until the project is completed _ _ - 3 N.T.S.
and all security released. TF GRAPHIC SCALE
W 7 f. C4ffM
Up;,M-S EROSION CONTROL PLAN
Z --e _
SCALE. i -20
h/•71900PIC RCF 44971
r
r
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT
- ° ES' FM E° BY -- o RFM BY - - - - -- CHECKED B -- APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO. WT
4i
DESC: WELL MON. ® ST. C/L PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP EROSION CONTROL PLAN FOR:
REVIEWS R
LOCATION: BUMANN ROAD CULDESAC HORIZONAL _SEE PLAN 3450 BUMANN ROAD 7796_G' ` En
� DATE: OS - -03 BY: BY: _
bf
ENCINRTAS - -
_ TE MPLET ON R.C.E. NO. C -4 Z
RECORD FROM: COUNTY RECORDS VERTICAL SEE _P_LA_NE� �3 - DATE: S t a DATE: ,� /Li A3 RESIDENCE
ELEV: 264.630 DATUM: M.S.L. EXP' -- _q 6 WORK PROJECT NO SHEET 3 OF ,?
8" G.M.U. W/ 8" G.M.U. KI
4 • 24" O/C, (Y) t 04 . 24" 0/C (V) t
#4 • 24" O/C (H) SUR-C HAR6E 04 . 24" 0/C (H) SUR- GHAROE
_ _
" Q 2_ ,¢ 1 TO 14 Q 2_ #4 1 TO 1-4
12 C.M.U. W/ SLOP 12" G.M.U. W/ SLOP
08 • 16N O/C (v) 4 24' BROW *8 • 16 " O/C (V) t 24' BROW 24" BROW ITCH
*5 • 24" 0/G (H) DITCH
0 24" 0/G (H) _ DITCH 8" G.M.U. W/ STANDARD
4 04 . 24" O/C N)
" 4 ao J $4 0 24" O/C (H) _ _ - SUR- GHAR6E DITCH
• � 2_ Ib G.M.U. W/ ry �1 2 _ „n Q 1 TO 14 SLOPE _
I6" C.M.U. W/ m • 8" 0/G N) i N �r 2 - 8" G.M.U. W/
#q • 8" 0/G N) 4 2 -1/4" CLEAR S • Ib" 0/G (H) 2 -I/4" 12" G.M.U. KI #5 0 I6" O/C N) t .. .�
5 • lip" 0/C (H) " SPECIAL INSPECTION REQb R a 4 *8 • 16 0/G N) »
SPECIAL INSPECTION REQ'D I6 CAST IN PLACE FOR LOVER 5 GOUR5E5 J RDJ�N » » 5 • 32 (H)
FOR THE LOWER 5 COURSES = GONG. = SURFACE V G.M.U. W/ _
e I b O/C (H)
_ W/'*q 0 8" O/C N) - TO AN • I b" 0/C (V) t = Q � 2" CLEAR
EAR
$ 05 • I b" O/C (H) WHEN THE CONCRETE SPECIAL AMPLITUDE • I b" O/c, (H) 2 _ _
SPECIAL INSPECTION _ `r
DRIVEWAY 15 PLACED AT OF +/- REQ'D
_ .n
DRAIN P ER CIVIL THE TOE OF THE WALL 2 R (�) - 2- #5
4-x•4" GOVT. Q 2 -1/4" GLR 12" G.M.U. W/
_ BAR OYP)
• Q DRAIN PER
2r R5 • 8" O/G N) 1
_ - -- •' — - (5)5 GOVT. BARS 2" R CIVIL # 5 • 32" 0/G M)
GLR DRAWI NC75
(55 GOVT. BARS -
CONT BAR �i► 11 __ i,• Q = a 2 - I/4" CLEAR
3" CLEAR (•�p� � DRIVEWAY PER PLAN Q
15 NOT 3" CLEAR
if
" CONT. BAR (Ir • b" 0/G REQUIRED
(NP) WHEN THE 05 CONT. BAR . 3 - 5
1 1..4" GOVT.
CONCRETE (TYPE AS 5HOWN 6 MT)
#5 "•6'O/C • BAR
DRIVEWAY 15 Q
PLACED AT �t if • .:..:... Q
IL
THE TOE of 05" a 12" o/c
THE WALL 4' - 1' -0" 11_10" 1 MIN. To
DAYLISHT
ql_0N 11-611
13' - 4" RE I N I N 6 WALL 65 12' -O " RETA I N I N6 MALL 6/ 10'-0' S 1 TE RETA I N 16 NALL r62 a'-O" RETA
I N 16 AALL ® 17R I VENA`r -7/
BUM -RET0 4 5 - 8 3 /8 '= I' -0" BUM -RET12 5 -8 3/6 "= I' -0" BUM -RETIO 5 ' 8 1/2 " =1' -0" BUM -RET8
5-8
1 L - - -- +
1 I 6 5LEEVE ® BELOW FOOTING FOR 506 t E 1 GA3
i 1 4(b _g I I O
I
+
cz
I C�
O
� I
I
Cn :p w 1
O 1 �
w
P
\\�A
ti
Tl'P.
�G
ca
12 12 14'_8" 13'_3 1
do
25'- o 0 0 I I
� i O
12 —8
o
CIO
62 w o 1
110 y w + I
i w 1 w /
40 o m 5- I 9. 1
co % _
o ',� 62 o I p, — T -� 1 = I � I � •�,
i < ------ - - - - -- -- - - - - -- -- -- ----- - - - - -- - - - - -- 8
% ' -4 10' -8
11
N
If
a
RETAINING WALL LAYOUT - 1
SCALE 3/8" = 1' -0" y t °S
/l'l 61Ui I<A G1a>v5�
DESIGNED BY DRAWN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT FM FM WT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. W
ADD scour 4. l DESC: WELL MON. O ST. C/L PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AP VE NOTES do DETAILS
OF GRADING PLAN FOR:
AN
LOCATION: BUMANN ROAD CULDESAC HORIZONAL SEE PL REVIEWED BY:
ENCINITAS BLVD. DATE: 09 -26 -03 �': BY: 3450 B U M� N N ROAD 7 7 9 6- G R�
FARSHiD MOHSENI R.A. N0. C -21057
RECORD FROM: COUNTY RECORDS VERTICAL SEE PLAN DATE: DATE: DATE RESIDENCE :
ELEV: 264.630 DATUM: M.S.L. EXP. 5 -06 -05 WORK PROJECT N0. F SHEET 4 OF 4