1993-3625 G (Plans) I- -
h.
WORK TO BE DONE: LEGEND
� I
A. GENERAL C. GRADING S OILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I,
A REGISTERED CIVIL ENGINEER IN THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF CUT SLOPE (2:1 MAX.)
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND APPLIED
SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF (DASHED= EXISTING) r
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME O R FILL SLOPE (2:1 MAX.) ------------- - - - - -- FILL 2
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON UNDER MY DIRECTION BETWEEN THE DATES AND
REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS '
607EC INV65i1GAi10N AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS PROPERTY LINE ---------
- - -- -- - -- -- - -- - -
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
2. _THE SOILS REPORT TITLEDL RL SIDEMCC PREPARED BY 5.C• 501C OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN WITH
MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
TESTING DATED �- 24 -9'J t SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT EASEMENT LINE -
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
- - - - - - - - - - - - - - - - - - - -
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SPECIFICATIONS . EXISTING CONTOUR - - - - 1
30 f�
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
/ V SOESS/pN�
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
DATE: I SIGNED: �s G� a 2 9 SH Cy l� FINISH CONTOUR - -- -- - - - -- -- - - 130
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO _
h� Q��
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
15
s /2 a•� 7�
R E NO.: Q p Z / EXP . DATE 9 Lv at CZ = No.GE0002 z'
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 97 p %_X47 ;;u EXISTING GRADE -------------
- - - - - -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. ° �" 199.50
"
r FC "� ° �' FINISH GRADE --------------
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
OF CRIB -
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DRAINAGE $WALE (2% MIN.) - - - - - - - - - -
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
- ' T �
T - -��*
EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. -
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE DAYLITE LINE
- - - - - - - - - - - - - - - - - -- - - C
_
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
� F
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 51 _ G RE►a1W _ NG WALL—( C -2 ®R �?Wa,L,� -- MEW
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SURVEYOR,. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
bill 11191 N C! 1W ALl-1y - - - - - - - - -- - - - --
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS C.f✓. 12OW 011tH - - - - - C L7 � -- -
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN.
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
HOURS OF 5:30 P.M. MAR M UM10u - - 11���IITIIT11111111111 111
RECOGNIZED HOLIDAYS A ND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. LOGAN ENGINEERING 9
RQ SS/ 0 5 Q N V 005
120 BIRMING AM DRIVE SUITE 110
G !
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CARDIFF B T E SEA, ' A 92007 ��Q J�SE10
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 619
/ 942- 74
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
C39726
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
Exp123193
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER BY:
DATE:
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
�l,�l CIV1�\P
p, / EOF CNO �
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY LANDSCAPING RCE NO.: ' EXP. DATE
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. AL PES SHAL BE PLANTED AND IRRIGATED IN ! WITH
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS APPROV THE CITY ENGINEER. PLANS CONFORM TO THE
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITAS NG ORDINANCE ADOPTED LANDSCAPE AND
REGARDS TO THE HAULING OPERATION. IRRIGATION STANDARDS. ® 1
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 2. FINISH GRAD D PLANTING BE ACCOMPLISHED ON ALL
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SLOPES PR OCTOBER 1 OR IMMEDIATEL N COMPLETION OF ANY OWNER'S CERTIFICATE
OWNER & PERMITTEE'
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLO DED BETWEEN OCTOBER 1 AND APRIL 15.
•
UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL bO
CONFORMANCE. WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST nr,(y;v btl�l� IINC 1 OI IrRZO
. Lll HR %, L G ! `
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
ACTIVITY 1 16 HAT (RICK 1.01151RUC 1 ION
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT .TACK QUIN AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE.
OPERATION. AT 944- 0009 455 COLC RANCH RD,
' Ol1VGNNAIN, CA. 92029
B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE DATE: O (Col9) 944- I(Oi)9
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SITE ADDRESS:
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO �oBE RT
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT A PN:
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
V IA DG FCI.ICIip (PRIVAiC RbqP 115WEN
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. IO29'± I- Of-
DGSERi WE NIA
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
LEGAL DESCRIPTION:
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL.
NOTIFICATION OF COMMENCEMENT OF WORK. o
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PARCEL Or I.IU�. Q Qo5
A. SEWERS - a00- 422 �4133 N C eV -- SAK IrA110N VI5(RICj _ _ MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
(; ;J
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ICR'0. 8-29-74 05 UP WOO 74- 235893
B. GAS & ELECTRIC - 800/422-4133 5•D.(j, � C•
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
C. WATER - 753 - (D 4 4 (o N 0, M, W. P, PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION.
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL
nn h 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING r
E. CABLE TV - (900) 422-4133 - R NIC-0 (WEYNON PLAN SHALL BE INCORPORATED HEREON. r �9
S I
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
O
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 �� qy� i - T ✓
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 9 �� -4
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. 1'�"i DI rC�ICIIA
* ACCC65 FROM FURIC ROAD R.OW, 10 FROM "I �� ��'�► :� j 1
10. SHOULD GERMINATION OF HYVROSEEDED SLOPES FAIL TO PROVIDE 15 VIA LX16 I NA 60 F RIVA I L ROAP C
EKE i °�' ✓�
a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO o CQ1�lN0 ocL
AID LCIiGRS Pro b - 19' 93 1 to-(4- a `3 NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
REC P. 2'J`74 Ab F/f 74`OW0' �sL � RANC�I�
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND Q Q
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION.
CO
if �q 5 h am•
C�
ENVIRONMENTAL DATA: r �o�ic �q a
EARTHWORK: ,eo C4
1) Steepest Existing Natural Slope On -Site ,� Q C� /�o
CUT= 1950 C.Y.
2) Maximum Vertical Depth of Cut = ) 0 ± FILL= 1950 C.Y. ` OQ� ` z
co
3) Maximum Vertical Depth of Fill = 8� IMPORT /EXPORT = C.Y.
X .� 5,175 �� " . Z = r EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND
4 Averag a e e o Av r D epth f Cut
1950 07 EARTHWORK
3
p ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL
QUANTITIES LJ
.,, Q ES MAY VARY DUE TO UNFORESEEN LOSSES
pp,� 07 � QQ G r ?, � SHRINKAGE AND /OR VICINITY MAP Z 3 TH BROS. z
5) Average Depth of Fill = I ✓5O X `' . � U� 5OO f I. ' Z� SWELLING FACTORS. 5 - 0
No Scale (D o
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DE SIGNE . 2nY DRAWN BY APPROVALS CITY
OF ENCINITAS E N G I N E E R I N G D E P A R T M E NT
DRAWING N0. I a_
CNKIR O N YOP RUPWAL1, 51w• CORNCR- PL S REP E UNDER SUPERVISION OF RECD ME ED A PR0V D f
GRADING GR05lON CONTROL PIRN rOR
INIQWTIOM or- R CAMINO OR NORTL_ 20 to 22-13 .. TH[ -- HORIZONTAL . ��•�C DATE BY:
- BY. RANCHO SANTA FE ROAV• ► ` s� . off :L /q a ' 3625-6
. 0073 Vnn __._ _. R.C.E. NO. 39726
T. C ON TROL O.0 �p �. � I
5A� 01c GO CO. VC2 CD�1 VERTICAL N�A APPROUCO P�, VC11C DATE: ��-21� DATE: 1 '
ENGIN I [Rig R[5jP[NC[
GI,. 19. U•5.0 • G,b. 12/31/93
DOUGLAS E. LOGAN EXP. WORK PROJECT N SHEET 1 OF 2
ADDITIONAL NOTES
1 JUTE MATTING, HYDROSEED/NG, OR d
APPROVED EOUIVALENT TO BE INSTALLED
ON ALL EXPOSED SLOPES.
U
2 TOPS OF ALL SLOPES TO BE DIKED OR alp
- ' TRENCHED TO PREVENT WATER FROM
NO 1N5PCCi IONS 81-IND — K FOUNK110 l ARC 10 FLOWING OVER THE CRESTS OF SLOPES.
Ot PRONGS V 416 HUM DEPnUMGN 1 MM
RCCCIPi Or iN� ROUGH GRADING APPROVAL mOiIGCr HYDROSEED ,MIX SHALL BE AS FOLLOWS:
APPROPRIAIL -t 516M0 8` WE ENGINGCRING 2 ,000 LBS /AC. MINIMUM WOOD FIBER MULCH
INSPrCiOR 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE
(16 -20 -0 W /15o SULFUR)
20 LBS /AC. MINIMUM FESCUE, "ZORRO"
20 LBS /AC. MINIMUM ROSE CLOVER
LIMI Or LIACN FIELD 1 o P,
RCE�� ib 5oIL5 RCP r rOR X Io x 1 N° Z B�cRiNG . �I,p, N 264 I h l 31 PER HCArIIa OUT. APPROVAL
30 3 Ni �H�>
�UiiRC55`GQNS 1 lul5 �
a o P, C.C. BROW DIICN RIP RAP PER D -40 ��;pE pgiCp 9 - 23 - /�6 6
� _� ' N
0 `� / `' s ti s E X I y7 .
:ti 48 C.M.P.
�? I I \ \ `�� ND'( s Lo vJ>✓fZ B I G 'Ram! To 13
�1(,S IRIP . — — / �-� , , I I , / I I , Oils Mcic
5 I TEMPORARY SAND BAG
\ ° 13' /48" C / / 457.40' / I � i I I 1 , i
��
\ >> -OF - o CHECK DAB
o I� = 125
L(.' / l l i / / , l l I I I 1 / 0 NO SCALE
i � � — — � to � l i Q / o/ � l / �� �� � i � 30 U `" - ,
° `�' �� o\n / / / / d,0 PRI �Ir ROAn C�SCMCNI
\ , o �, / �•l � } ' / // ,/ , , / / �h0.�1 P�IVAiC �5M'% PCT DOG. 14H V. 4 - 4 - 74 A5
PA p --185.0 �' l /,� �°i /� / /� / �� / l / / pC DDC UC'D. I -23.7 °i ���2lo F' /P
74- 085417.
%` �� C� = •$ f/ l � l � �� u 11 l / // �/ // �� / i l / AJ F/P 73 4 0
•. 8 � I l . O � � / � / � / / l 1
/ �/ I.P, 0, GRAS T N 8- 2 6-79D
45 P/P 74x 2319 41 .
Ce
0
Cie
185. 6 Y� �� �, / /� I l / l / / �� �. l 0
IRAN, VAUl,i
N. Q �� \� � �� , ��`�t l � I I: I ► I l j �l /� � / � ? �/ �� 49.0 � �/ l
� o
Co15TRUCi ItRM @ / / / L _
• / l �`� ! i 1 l l � ' D - 5LOPE- -R D5 I,O, �` / `„ -- IGI,EPNONC PCP.
— — Cl \ V
Or- 16' POIVEWAY f2) WASH MCfCRS
/go PC-z 5 - 7 .1 —7177_
AP ROx
lC • �" � 20 � � —�- �,�`�` � I �_ 9 .9 h0l h �0 PIN t0 �� I1 �� �\ — �� \ �\ \\
� � o �, > �- ,,,
\ �� �.� , � , � -i�� i �� �1'CLD • i51✓� � � � \ \ `\ �' � \ ` I u.c.
/. CX15i. r N.
cul
500 cl
p 01
24' O. C. #3 AILS @ � \ � ,� � ° I I \ \ \ 3 • �\ �1LL � i °� r ^0RTA CAS
� ti .� h ►�
sw ap
L-4
SICLL \
• `-3 CLP- \ \ - -- 3 11001 2 ; 1 CUB
W ATE2?2n') FW C LL
- �OI.I'p � ►20 v'�
01 , FILL N Z �° 5�Z' 22 l
• 4 - 1 0 WS
(— A 8MRS
K0 DAMS PER�DLigIL C iyo) -
\ - -' 1 /� r ' 1 . 3 4 RETAINING WALL NOTES '� (B �FILL�
IN51ALL @ 50 IMTERVAL5 ALM DRIVEWA V i. a.� y+ v
24 1 � • 3�t� �' ` • � - � ,� I \ � 10 USE FREE - DRAINING ��BACKFILL PER 11 PLATE NO. 18 , _ I
\
�'� : 7 ri / �� \ SOILS REPORT. 12 WIDE OF 3/4 CRUSHED ROCK (,4(;J M N )
\ OR MIRADRAIN 6000 OR EQUIVALENT. i , Z
ol
20 FILTER MATERIAL; 1 MAX. CRUSHED AGGREGATE, 4
20 GRADED CU.FT. PER 4" DIA. DRAIN OR 1 CU.FT. PER FT. l __04H W
OF OPEN HEAD JOINTS.
2 U _ u 3 4" DIA. DRAIN WITH 1/4" GALVANIZED WIRE MESH ��L'� 1�6121�. V "I►�
NO 51M_ �• R.C. PUMI A•G. PUM O SCREEN 8' -0" ON CENTER, OR ONE ROW HORIZON -._ 0 140
(D
TALLY OF OPEN HEAD JOINTS. Zi
11 ,�.
`�� ' \ ✓Il w
4 KEY MAY BE ELIMINATE IF PCC SLAB IS IN PLACE a '��(� �'G• Q i
� ° � �— � R.C• oI ^� O PRIOR TO BACKFILLING WALL. �"Cr_�l FZ�'(- /PICALL]
•
a
U 0 Y O� 4 co►�T �T-��ICAI� Ali CO
1 SEE STD. DWG. NO.S� -7 & C -8 FOR ADDITIONAL � W � � s
.. 1 \�� � M U TUAL K fl ,II - 2 .
.5N NOTES AND DETAILS. '
-AR III 10 13C PAUP @ 10 10 RVALS ALONG_ CRO55 MAiC�U LINC ICU U LI - f _ Z I"
3'
C P 5
f �r�p f�Ol�f� `�GIN�C16 � 0 T.W. INDICATES FINISH GRADE AT TOP OF RETAIN
OR PER 501b HGINL�R5 RHOMMIMPION5 Al T IME OF C0� I RIIC 1 � _RCCO A /ll ING PORTION OF WALL. I
Lv
e �KAZ PINS 10 UXIRP AT LH51 15 _r -He1 ARE W 12 rrLi RUN 11W_ or ComMuvlok) � 0 B.W. INDICATES FINISH
GRADE AT BOTTOM OF � � �,
LANDSLIDE- PLANL, WNICEI 15 1-6 IL-9 10 8>; Ai AN r_UU IOH or 152 K _ . ��RpFESS1p l WALL.
z I_
,$E 1 Fy 0 ALL SITE RETAINING WALLS PER STD. DWG.. C -2,
U.O.N. SEE DETAIL THIS SHEET 'FOR'' WALL
`
C HEIGHTS EXCEEDING 5' 4".
s ION _
• .12 31--93 I1 r
I * 10 PROVIDE BACKDRAINAGE SYSTEM FOR ALL RETAINING �P� \�AL_L �'I�t(a{�'� L "/I 4I�, L z
J+ Cry1�. ��. WALLS PER SOILS REPORT RECOMMENDATIONS. LLl
NO SCE�> -C l9T OF CA1.�E�� W �L.I w
c� o O
zo=
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT D SIGN B DRAWN B C BY APPROVALS
CITY OF ENCINMAS PUBLIC WORKS DEPARTMENT DRAWING NO. W `Q IL
M5 5Q. ONIOP HCAP WALL S.W. CORNEV,- PL NS PREPA UNDER SUPERVISION OF RECOMMEN ED A OV GRIaDING �, L-RO510M COMIROL
PLRN FOR -
0 - EL C NO P EL WYE
ILL ICQSEC t IO�I C ANII V � 1 = 20 DATE : �Q ZL 3 BY: � BY: 0 4w i
K��CI�0 5 �
n�n FL- � HORIZONTAL �
K t� 5A WA ROW, . 39726 , +
5GI1�I 0166P Co. vEQI. I.oNI��L 0 .C. 0/073 VERTICAL I'1 /Q R.C.E. N0. • DATE� i DATE: �/�• RZ
47(o 0.6 -c.4 0.6. ENGI EER 12 ?JI -93
SHEET 2 , �F
DOUGLA 5 C-. LOG (J
EXP. WORK PROJECT N0. _j