1994-3825 G (Plans) WORK TO BE D0114"E:
LEGEND
GRADING
A. GENERAL C. GRADING SOILS E NGINEER'S S CERTIFICATE _ ITEM STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE !NSPECTED AND TESTED BY A UALIFIED SOILS
ILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I, DO
.TDUA1,HAM A REGISTERED CIVIL ENGINEER IN THE - - - - - - - - - - - - _ - C \
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF CUT SLOPE (2:1 MAX .) - V C T
i Z
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF (DASHED= EX;STING)
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR FILL SLOPE (2:1 MAX .) --- - - - - -- ---- - - - - -- F /L� Z:J
REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS UNDER MY DIRECTION BETWEEN THE DATES 10 1$ - 9l AND
3 • y
GEOTECHUICA UFVATE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FROM THIS STUDY, PROPERTY -
2. THE SOILS REPORT TLE PAR.3, PM. 1979$ PREPARED BY WitIC SOILS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN WITH
MY RECOMMENDATIONS, HAS BEEN SUBMITTED T O THE OFFICE OF THE
EN(7R. L NC. DATED -I 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
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS Al-,E ACCEPTABLE FOR THEIR INTENDED USE. AND CERTIFY THAT
THE RECOMMENDATIONS INCLUE ED IN THE SOILS REPORT EASEMENT LINE - -- - - - - - - - - - - - - - - - - -
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 T3 SPECIFICATIONS EXISTING CONTOUR - - - - - - f
1 3D f
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL S
;
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
SJU 47 cL�e�� DATE: ✓'��- 94 �� � FINISH CONTOUR - -- -- _ _ - _ _ ._ -- -- -- - - f
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TJ SIGNED:
THESE SHALL BE REQUIRED IN CONJUNCTION Wl �__ IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME j5
No. 472,38 � _ - - _ _ _ /2 8.6
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO .: 4 2 38 EXP . DATE 12 31 9� EXISTING
GRADE ----------- ��-
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. - f
J} /2 9.50
- - - - - - -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
FINISH GRADE
OF CAI\ - - - - '
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DAMAGED )R DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
D RAINAGE $WALE (2% MIN.) - - °
EXISTING PRIOR TO GF'.)ING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLA OF RESPONSIBLE CHARGE DAYLITE
6. THE DFVELOPER SHALL BE RESPONSI3LE THAT kNY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
- F
MARK W -1,, S DISTTTT' 'D OR DEST? )YED SHALL BE <E ESTABLISHED AND 5" AND THVN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
55t RC) AI NING WALL. -- ( (;' 4 U EQUAL)
REPLACED B_' A AEGi ;TEP -tD CIVI', ENGINEER A LTCFNO'ET) LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
SLR`3YOR. FILL IN STRICT ACCCRDANCE WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
p
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS P C.C. BRO►1► QI_ ) C H 1? 75) - - -
7. 17P )NTI<ACTOri SF DESIGN, CONSTRUCT 1NT) 14A__NTAIN A - I SAF ;,TY 4. CTT' NNn FILL SLOPES SHALL BE CUT A ND TRIMMED TO FINISH GRADE
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. }
Dr, /ICES LNCLUi +ING : ;JOE. ' AND HALL PE R ESPOIi S_ BT FAR CONFC''MIN 3 TO PRODTJCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
1'O :�L.r _ CAis ? T r I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
. E A,tn FETIERP. SA ZOa :T Y A D T J TI. >TAN �XRT) �, LAW ; OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
i BY THE CITY OF ENCINITAS IS CONFINED Tu A REVIEW ONLY AND DO ES NOT
,r: GUr�ATTrNS° AS uiRECTED BY THE ENGINE :R 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. sRADING AND EQUIPMENT OnERATING WITHIN ONE -HALF (1 2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN,
�Q�� NOS - - - 00 OOC�
A STRTJC FOR HUMNN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
HCURS 01' > :.t O ' yND 7:3U A M d NOR ON SATTTRDAYS , SUNDAYS AND -ITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
0
. RpFESS/ Ni I
I ECU IZr:.: HOLI u,: �y
M:z Q�OG� e DRAIN- ----------- - - - - -- -
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE M�?,! L SHALL SUITE 110 y p SE•�o 9y ( AREA
c, ��. ��QINp `I ���
-- - - - - - -- �, ,
9. NR') �RAJING OP-RA 'SONS COMMENCE UNTIL A PF,�;�'J SITE CARDIFF B 92007
RADING BE COLLECTED, PILED OR OTHERWISE LISPOSED OF OFF THE ITE BY THE 619/94 W
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
MEETIN,� HAS B''BN HELD ONSI'T', WITH THE FOLLOWING PEOPLE PRESENT: CLEARED WITH A n
C39726 m I� Exp. 12-31 - 97
ITY INSP.CTOR, CIV-T "'T' %tER, SOILS ENGINEER, .,`kDING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
•
AND PERM. TTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 'T'
�` ( D" q� q
CITY A T ?kbT 48 H�.URS IN ADVANCE BY CALLING (619) 633 -2� By • DATE • CIVIL
%u. AND CITY ENGINEER PRIOR TO HE DISPOSAL OF ANY SUCH MATERIAL - 1F0�CAUIFpQ,
10. PRIOR TO HAULING DIRT OR �__1,49TRUCTION MATERIALS TO ANTE D. LANDBCAPING
54 / A
PROPOSED CONSTRUE ETON SIlE WITHIN THIS PROJECT THE DEVELOPER SHALL N /A RCE NO. : Z EXP. DATE
_
SUBMIT TO AND REC?1VE APPROVAL FROM THE CITY ENGINEER FOR THE 1. SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANC
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS AP BY THE CITY ENGINEER. PLANS SHALL TO THE
CONDITIONS AND REQUIREMENTS -HE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITA NG ORDINANCE AND AL LANDSCAPE AND
1
REGARDS TO THE HAULING OPERATION. IRRIGATION STANDARDS,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 2. FINISH G PLANTING SHA ACCOMPLISHED ON ALL
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SLOPES O OCTOBER 1 OR IMMEDIATELY UPO LETION OF ANY OWNER
& PERMITTEE:
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING GRADED BETWEEN OCTOBER 1 AND APRIL 15 OWN CERTIFICATE
UNDER PERMIT 1". 5&25 G HAS BEEN PER FORMED IN SUBSTANTIAL -
CONFORMANCE VITH THE APPROVED GRADING PLAN )R AS SHOWN ON THE E. EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST MR. DRUID J��IKIWS
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE HAS l b / � EN OR W E TAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY 1831 BLUI BONN i PtACC �
D AND SIGNATURE OF THE CIVIL I ?NGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK I5 REQUIRED, CONTACT 4VV JENK109 AND A{)V ISE ON THE
00 PACTION AND STABILITY OF THE SITE.
OPERATION. AT (p]dJ_ 4'Jj(p- (08JClJ ENCINITAS CA. 92024
B. NOTIFICA•PIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE - DATE: w ^ C� L-A (G19)
436 - 689
AVAILABLE AT ALL TIMES DURING THt RAINY SEASON. ALL NECESSARY S ITE ADDRESS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO M12. '�,� �£
1�5
STRUCTURES SHOWN ON TF,ESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
AVAILABLE K i'CORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT ZZ �
EXISTING UTILITIES EXC�;PT AS SHOWN ON THESE PLANS, HOWEVER: 3. DEVICES
'HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF HE ENGI PLA APN 26 ER NG INSPECT OR M WITH
OUT ►cRMINUS or- oLIVUHM FARMS PWA D
^ROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED A'?' THE WORK
TE. IT IS 'HE CONTRACTOR'S RE "'ONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
?OI . JLNG `AIN'atS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
LEGAL DESCRIPTION ~
EXCAVATION, FOR VER FICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL.
NOTI F " .:ATTON OF uMMENCFMENT r' F T17ORK . 0 0
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PARCC� 3 or- PM. 16593
N
SEWF'2S - $00 - 422 d T 33 ti CARDIK- 5AMITA 1 ION DI� RICi MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEEF DUE TO UNCOMPLETED
3. (-AS �LE'3TRT _ X0/421 -41� ' GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES hHICH MAY ARISE.
' ' �
6. THE CONTRACTOR SH.,LL BE RESPONSIBLE AND SHALL TAKE NECESSARY V
�' Q
. tATATER - 753 - 6 (p ti 0. IN- D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED �A5 _ �(��� �'
D. TL's. EPHONE - 800/1' '-4133 - PACIFIC JELL WATERS CREATE A HAZARDOUS CONDITION.
LL
DAM -1.5 ALI EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
U_
E. `ABLE TV - 800 - 422- 4T�a3 ^� DAM - I,5 PLAN SHALL BE INCORPORATED HER
I
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM V
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. /
PRIOR TO BEGTNNTNG ANY WORK ON THIF PROJECT. PHONE: 519/633 -2770 0
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
3. THE CON - FACTOR 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
LU
BENEFIT OF' INSPECT_ON WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL DOVOL C. LOGAA! PA CAMINO
PR RAIJCND , Z 1
RCE 5 9726 W
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ado W
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO d JACK i/ V OUVCNHAIN FARMS
ROAD 5
Z 0
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW Lj
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND v 11 l- si Z 2t SEDIMENT
CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF u- LQNL y
CONSERVATION. BRoOItSIDC Z ILJ Q cc
cq do vcL '�o
ENVIRONME DATA:
EARTHWORK: ��� �'c -J O
1) Steepest Existing Natural Slope On -Site = 20 % t # J �
CUT= X32 - C.Y. Q �o�� Q
. it
�) Ma .�imum Vertical Depth of Cut = 6''t FILL - '3 ± C.Y I a` m
+ IMPORT /EXPORT= -0"' C.Y.
�`� z 0
1) Maximum Vertical Depth of Fill = 8 .. l �
G 00 27 22 X 2 _ 2' + EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BAS S AND O .
)Average Depth of Cut = 5 ,550 � I - ARE UTILIZED FOR PERMIT AND ENVI � V) O ENVIRONMENTAL PURPOSES
ONLY. ACTUAL
( -)
W W
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE .'AND /OR ,
SWELLING FACTORS .
> Average Depth of Fill = 1540 x 27 17, 900 F T * " = 2,5'± VICINITY 25 -C4
TH. BROS. z
MAP:
No SCAI,G No Scale (D o
�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGN BY I DRAWN APPROVALS CITY
OF: ENCINITAS ENGINEERING D E P A R T y E N T �RAWT��� NC`. z r-) b
EC - I✓TE I�i P'Kp,P 7- i.p.M. 90 -015 CN151 5Q. 00 NCAM S.W Co � PL N PREP ED UNDE F- UPERVISIC�N OF REC E
ED AP OV D �Rp�l�� � rQ0510N C�NIR�L PLAN r�R -
_ I
wA�>v M G.F. 0724 -G TNiL- R5tCifON O> -L CAMINO DCL NORTC I" = 20'
�t r ROAD, �f .�.
RA00 SANTA FE ROAD. HORIZONTAL . (� .� �J'�, -�`1' . : '6 / BY: f1Y.
15 - 13uJLr c -.4 -t PM. I6059 _ SpIJ DIEGO CD. VCRi. COI�iROI O.C. 0073
VE �1 A _ APPROVED 6 v 0AIC +�.C.E. NO.: 39726 DATE: �`� �' ATE: `� • + + • +
`
R, = IT9,476 u.5.C. � G.S. E INEER
DOUGLAS E. LOGAN f XP. 12/31/97 WORK PROJECT NO. [ SHEET 1 OF Z
ADDITIONAL NOTES
f 1 JUTE MATTING, R wROSEED/NG, OR
APPROVED EOUIVALENT TO BE INSTALLED
ON ALL EXPOSED SLOPES.
/ 220 APPROXIMATE LOCATION OF VIEW OBSTRUCTION 2 TOPS OF ALL SLOPES TO BE.../KED OR
& .HEIGHT RESTRICTION CORRIDOR PER ARTI- TRENCHED TO PREVENT WATER FROM
CVE I, 1.7.B. & EXHIBIT "E" OF DOC . NO FLOWING OVER THE CRESTS OF SLOPES.
91- 0283020, RECD 6- 13 -91. SEE DOCUMENT
FOR PARTICULARS. MAXIMUM HEIGHT ABOVE HYDROSEED -MIX S HALL BE AS FOLLOWS:
Z1C SEA LEVEL = 214.0.
% / 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH
/ 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE
(16 -20 -0 W /15% SULFUR) „
20 LBS /AC. MINIMUM FESCUE, "ZORRO"
O Z � �i // / / 20 LBS /AC. MINIMUM. ROSE CLOVER
W /A5M OR P•f.C. - -75 /
40 It
'0 0 U04PER 69,097,
220
°r A TEMPORARY SAND BAG
�
� - ��� 9 CONSTRUCTC. B45 /�t/ CHECK D A Iii
0 . �b // /i 9 i - �• _ - _ - ARr7UrV0 ,4. S i. OEf'RE9✓
G T/E A•PO�✓ D /TCf/
NO SCALE
/84.0 / RETAINING WALL NOTES
----- -_ — ��/ /��/ / //' '��� / / �•� // / l i N /' / 1. BACKFILL TO BE FREE - DRAINING
IN 1:1 AREA
BEHIND WALL. EXPANSIVE SOILS (GREATER THAN
3.0% SWELL OR AN EXPANSIVE INDEX OF 30) SHALL
/O. / / ) op/ c �� ' e •� / / / NOT BE USED AS BACKFILL. BACKFILL
SHALL BE
/� // ���' l �� '� Q�`� e � / / / i �O COMPACTED TO MIN. 90% USING LIGHT COMPACTION
rC� a -_ 9 — �.,o L�151, J�DPI. / / / Q�Q • �7 a Q� � EQUIPMENT.
If& /Jnn/ i _
.4j r . �ryJC [ 2�yr 97.0 0 , / � //' �( .�' ` / / /' 2. FILTER MATERIAL;
1" MAX. CRUSHED AGGREGATE, 4
/ P NO G• � 0# ` 00 G /' / 0 188.0 / / / / / // / CU. FT. PER 4" DIA. DRAIN
OR 1 CU. FT. PER FT.
��� Now ��- � '�/ / / \ I a8' 8 �i'�O� / OF OPEN HEAD JOINTS.
y
/ , / / / 3. 4 DIA. DRAIN WITH 1/4 GALVANIZED WIRE MESH
—\ \ w Q C,'� =��• c 1 / / IZ / / , / , SCREEN 8' -0" ON CENTER, OR ONE ROW
HORIZON-
7. / / 19° TALLY OF OPEN HEAD JOINTS.
Ij2 "x / / e" EA D�t°q /it/ / / / 4. -F ALL SITE RETAINING WALLS PER STD. DWG. C -4 OR
EQUAL, U.O.N. SEE STD. DWG. NO.S C -7 & C -8
• , \ Z . (
cal / — — _ _ / \� — �� ' �� 1 , / / , // /� / , / FOR ADDITIONAL NOTES
AND DETAILS. PROVIDE
BACK -DRAIN
— i • l / AGE SYSTEM FOR ALL RETAINING WALLS
0 i �'�j ��� / / / / / / / PER STD. DWG.S OR PER SOILS ENGINEER RECOM-
— 0 . A, i -- O — — •�— — — _ _ — — — — — i // / / / / / / / MENDATIONS
. CON
/t ca F 0
• : — / ' / t 5. USE TYPE "M" OR TYPE "S" MORTAR CEMENT ONLY.
� � - �• // - � - =, �� � / � - � �I( 510 � PC 10
/TY8ICAL
6. BACK OF WALL TO BE WATERPROOFED PER INDUSTRY
STANDARDS.
I � F o �,.� — — — _ i / i / ° ' / // / 7. T.W. INDICATES FINISH
GRADE AT TOP OF RETAIN -
' — \ _ — f o C / / _ — _ _ ® / / ^
fa
"' / / ° / ING PORTION OF WALL.
PC
�� _ — -- _ -- ` Q �� n ''� • — i / 8. B.W. INDICATES FINISH GRADE AT
BOTTOM OF
�• \ — ---- - - - - -_ \� -� — - -- �- �/� J'BiP O// / / �� —� i / / / , ' /� / �J
/ WALL.
Q.C.0 � aLr o
AccleQT4aoue q :
o
W L C BI �q wp , / / o , J / . c. 8.� Qn�, c r 22Z
jv
L — — -- — — — — 41 MY& "A / , Ql
S QS O _ — --- 1 65.0 ;'IM. eX /5T. 4 5rvEe / `� / / lz>r t4�t`111J C� W,d WITH SLo91 N G IWL/ lLL
�
• F/l - A�CCSS
- 4 J,Q NCgD l� I ?o _ _ - - ��ilj • IR �
� „ P oar
✓. C. P/P GbC, uo s�M l /,S a�lsrp� u� s P, eS�✓ /R Wl
CH ,(� i ~- , Q "q5 U /GT " COA/D /T /O�t/5 /,VO /C,QT6 it/UMEROU5 Q
5 �._ av rGE r 9 EiU
C,� _ _
\ Q`C n Q S 40,E C n /- �0 �� / / ,B
/ �.4R CS P / 3. / / AREA OR.41,uq /.V5TAGGEO W17 14.4LL. 0.4.4/ ,406
z v 7 04 29 7�� P�O�Q��C �� �ry�G/�l' // / / / / aeliIC PRovPERGY , gmlmo To .BRow O/TC.`/ES�
u( Li-
- - - - - - - _ -- - - - - 86.0 2 - 93 /= o 5 / D • ,Q �9 P F�P �.9. / Q X , �' ,� - C4 cN ,8A4 Oz�v / /
it / c�Tc/� �A5 /�vs .4,vo %R �JrQr�Ewa y. LL..
a RO w D /TC,y PER ACC � �
/ 7Q \ a i To UL vEB7r o //
\ _ - G. O 724 - R A� -10 nn / Z / / / 0
\ - - - - - - S P. # /TE /MPRoVE v Er_5
A1
- FOR AP .t! 2(0 9 G
65 93 . • %- �ti 20' sr- o
p q�
C C�`pN ? LLJ
A , 4 aT IL v.IwE �•G�. / / IV. 16495 6 Z T �Z l�Ip ��
E z' s�M,E // _ s s J ~gyp 0 w U)
Lli
IrOO 5AMP9465 (OR GRAUGI,� I � _
i. �' ' ,� � � / - _ - -�/ � 0 �
_\ CuRB t �' : RE- t,�rai•�� CNLCK DA_M5 PER DEiAII, r. /
z
— - _ - rod -q�wq.._ Exl�. Q
20 ►..C.C. A � I�� Z C �r z co
�SCOIJ lD0 SEYVE _ _ ter! ^ PER N? 0 2 4R C J \�°' -- _• _� � �' � ��� �'1C. � J P,�� BCNIF'�
� C-,2 anE
i / / �,. _ / C p 93 6 593 M
WY ll,AS�t�I I I'�K :a
fQ 4,511 +/- OF 2500 PSI P.C.C. WITH FIBER - k:' �+ ,,�-�' i� ..,i 4X9 0 � ¢
�49 _ --
N' o E- G 1la'f' 9 MESH OVER NATIVE MATERIAL COMPACTED TO A OLIAPOIN FARM 1% • / -
I % —
MINIMUM OF 90% OR PER SOILS ENGINEER C3972� /�; UTILITY -� ° +
RECOMMENDATIONS.
• E�.12 -3 -0? P IC��N I� I� p �Qp 4 Ulll,ll i Ct{JCRI I / / /�' // / e: '' D
o. ms D. E sa - i PCR pm, l 5q3. , i , � � c .0. OqE -rte. qo � Ala- -nit Q o
DADA .�. z
8 oR 5EARIu6 RADIUS LEN6i� o
'
u' 28 41• E 64 DRIV EWAY I V E WAY C R O E C T I N A- A �;' Q. P. N. 264- 091r2d
S O U) z
z u o 49 o M S S - f 15.00 w cn
' uo SCALE
- - -
3 43' 14: 11 * W . 00 , NO SCALE - - z w LL
Z
--
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