HomeMy WebLinkAboutLot 23-37, 59-67 Precise Grading IN THE CITY OF TEMECULAPRIVATE ENGINEERS NOTE TO CONTRACTOR
GENERAL GRADING NOTES
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTERPLOT RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
33, AS AMENDED BY ORDINANCE 93-04. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U. S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTEDTRACT NOu 24186 , PHASE
OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL
NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . L0TS23 - 37 59 - 67 COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
RAIy�Ha ROAD 9
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL w CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5 HIGH. CALIFORNIA c RESPONSIBILITY FOR JOB--SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PROPERTY.
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
m
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY p LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND*
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ROAD ^' INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER 1 ' DEEP. 9 PAUBp AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
"� NOF EGLIGENCE OFITHEROWNER,ORXCEPTING ENGINEERFDR LIABILITY ARISING FROM THE SOLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S .•
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF n
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �` 1 TR 2415 b-2 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. M , S , 26-7/ 1 - 10 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
N T HANDLE 100YR Q STORM FLOWS, R�qC LOCATION MAP SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
7. PROVIDE A BROW DITCH, S. ED 0 0 ._ ** IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
ALONG TOP OF CUT SLOPES. 3 SCALE. I -100 AFFECTING
N. T. S. Y � 115 \ ANDLOCAFORNAN�FALL DAMAGEIORSPROTECTION TOITHESEKLINESTHER OR NOT SHOWN HEREON.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER HW . 79 SITE TR 241 E36- 1 I�
THAN ONE FOOT.
1111, E3 , 267/ 1 1 19 1 14 5
9. ALL GRADING THE PRELLIMINARYLSOBILSDONE IN INVESTIGATIONMBNCOWENTGEOTEOCHNECALSIONS AAND OF VICINITY MAP ab 6
LEIGHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF . 113
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING �7
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 112 7 %
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 3c3 ' 3
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. \ 111 % �.
R HA NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 249 110 • 9 a �
10. THE CONTRALTO SHALL � 10
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / 90 109 • 11
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / q5 91 . 108 ; 12
PERMIT FINAL INSPECTION FOR EACH LOT. 84
107 � 13 -
PHONE: (909 ) 694-6411
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ` '�[ 82 93 /��. 1 0b
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 49 •r 94 105 14 LEGEND
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE ,LOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 50 4 a1 %♦95 104 TOP OF WALL __.____._...._ --------------
------------
--------
TW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 51 �1 80 103 15 ------
� � 9 � 9b � 102 � BOTTOM OF WALL .__ ___ __ ..-.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL HE GROUND HAS 52 7 I TOP OF CURB ELEVATION ...--- TC
BEEN CLEARED OF WEEDS, DEBRIS• TOPSOIL, AND OTHER DELETERIOUS 48 97 �- 16
MATERIAL. 53 78 j 98 - - PAD ELEVATION ----------------------------------------------------------------------------_------ PE
47
MIN
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, .�� 4b 54 77 9q �`~' FINISHED FLOOR ELEVATION FF
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL ��, 55 /76 ,� 100 101 17 FINISHED GRADE ELEVATION -------_..............................................._____....... FG
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A .� 45 ; HIGH POINT
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 56 75 � ___________________________________________________________________________________________ HP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
'ter 44 57 74 1 8 TOP SLOPE ------------------------------------------------------------------------------------------- TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD �� 43 FLOW LINE ._..__.____ FL
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 58 ' . 73 ' 19 7R 24 1 r86` TG
PROPERTIES. 42 TOP OF GRATE ELEVATION _____________________________________________________ _______________
% 72 1�J1 , �' 2G7/9� 101 ....._.
41 71 GARAGE FINISH FLOOR ELEVATION _____________________________________________ _____ GFF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 70
► 20 EXISTING ELEVATION __ _ (91.70)
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO ��
40 " •. 69
ba I FIRE HYDRANT LOCATION -----$
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES +
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 39IS 21 �- STREET LIGHT ________________________________________________________________________________________ a--3
-
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3 3
DIRECTION OF DRAINAGE FLOW --------------------- ----- -----
17. - o PARCEL 39 f 22 DEEPENED FOOTING (6' TYPICAL)
STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE Z i
Z LU
0- .9 --� P � M ., ND r 2343 . RETAINING WALL (BY SEPARATE PERMIT)
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN W =
VERTICAL HEIGHT. o LINE a P N1 159/3 `` 1 APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ...--------
cr 4 MIN. ;o �
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING _�I
a 0 5 MIN. SEWER LATERAL LOCATION
.� a
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE _ N � J W
ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN °; �-- �' z W WATER LATERAL AND WATER METER LOCATION ❑
0 0 1, ,,,� v w '
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ,L C>0 4 MIN. �. c�a
ELECTRICAL TRANSFORMER ...............................
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
x» ---------------------------------------------------- D
. � Mpg � �` POWER LINE AND HANDHOLES
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 21� 32
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. MqX• �. TELEPHONE SERVICE D
' VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, �` _________________________________________________________________________________
SLOPES OVER 15 IN VE I L LOTDEDG. ( ' GRATE _____ ____________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION •q�. .mow
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON GRADED27
6 MIN. BLOW OFF VALVE
CENTER: COMB I NAT I ONS, 15 ON CENTERS. SOPEOWERH4 I NVERT I CAL LOT FG. mow.. w, ,;, : �' AIR VALVE ------------- ------------------------------------------------------------------------------ Q
HEIGHT SHALL HAVE PERMANENT IRRIGATIONSYSTEMS I BACKFLOW
PREVENTION DEVICES PER U.P. C. , CHAPTER 10.R. SECTION A-A TELEVISION PLATFORM __________________________________________
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT NOT TO SCALE
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. _
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PARCEL 40
PERMITTED.
FG P , M , NO , 23432
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PER PLAN P . M , S , 159/38-6J
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PER PLAN
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. _ - �-
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY INDICATES LOT NUMBER
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 51 52 INDICATES FINISHED FLOOR ELEV.
�O FF=100.0 FF=100.0
I , ��• I HP FF-100.0 PE-99.5 PE=99.5 INDICATES PAD ELEV.
6 I PER PLAN PE-99.5 2A 3A INDICATES BUILDING TYPE
DEEPENED
FOOTING °-------
FS AS REQUIRED •
PER PLAN 12.0% z
FS FG A FG
PER PLAN r RIGHT OF WAY
PER PLAN PER PLAN I
FG
5' MIN, - - J3�MIN. _ - - 1 J PER PLAN EXIST. CURB AND GUTTER
FG
DIG ALERT PER PLAN
TM A BUILDING FOOTPRINTS
1J
CAL, TYPICAL LOT GRADING DETAIL
NOT TO SCALE L'D98"'03ZG
BEFORE NOT TO SCALE
YOU DIG!
RICK ENGINEERINGCOMPANY
r��; 3050 Ch 10090 Avenue
1400-227-2600 su 1 to 100
���� R 1 vera t de.
UNDERGROUND SERVICE ALERT
►_ _ California 92'847 (909) Ts32-0707
Callat least 2 working days prior to excavating.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by
ol'Essi Drawing No.
T-29-81 MLA MLA EMR RECOMMENDED BY: DATE: CITY O F TEMECULA DEPARTMENT OF PUBLIC WORKS
COUNTY OF RIVERSIDE B.M. � N,�CHEL cyc
2-I/26 BRASS DISK IN CONCRETE CYLINDER, Horizontal �; 3�� �% ?� P repared Under Supervision Of /m
Contractor IN THE N.W. CORNER OF THE INTERSECTION o NO. .
OF RANCHO CALIFORNIA RD. WITH MARGARITA ,,� 46804 i ACCEPTED BY: DATE: PLOT PLAN
RD. 1.0' EAST OF A 1.0' C.L. FENCE, 40' NORTH 1'=100Exp.6-30-99 ��`� RONALD J PARKS
OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER Date
Inspector LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS EDWARD MICHEL RATICAN DEPUTY DIRECTOR FOR CITY ENGINEER TRACT NO. 24156 PHASE 1
WITNESS POST 1.0' WEST OF MONUMENT. Vertical sqT v ,p LOTS 23-37 AND 59-67
Date Cmplt'd f OF CA��Fo R.C.E. No. 46804 Expires 6-30-99 a., ice► Sheet 1 of 3
PLAIV
ELEVAT I ONS 1128.410 (ADJ. 9-13-a2) R.C.E. No. 19744 Expires 9-30-01 ,
/usr/projdata/r-grp/d-13249/249PLOT1.dgn
PLOT DATE: 7-APR-1998 JN 1 4
\
FC '8
r
wr-� vow
w
110
1.41 892 '�\ N 0. w 00
to
so
2.1
r
Mom No vill ME dillim wpm a I 4b ago
mom ME son
~"" VVO
-•-�-- �..� son� -�w�� 15.37 '2 �C \ \all 75
r
co
.m-mow...- m- - w.w+.--�- --+-- 33.48' 1. FC 1
r~
--..- 2•
� 10 2�`' 27.96' 2:1 890 48.94 0 2.1 �V o ��� ��!o
23
S 9 6 g �c •9 �°� , A v �"> Q - -- . MODEL HOMES PARKING LOT
9 h �1, 1 �1 �,, �` FG `� \ PE=76.3
.8 40 o A .0 Q _ _
3
_ 19
(0 '0
43
Will 0
67
6 C%4 ��, 8S �, ti i 6.4 ' FF=74.4 A66
�l\O ��, 5.9' 5.7 '1 PE=73.9 1 .f .� 2;1 _ _
1 ..4
623 AR
1 ! FF-77.5 i 2.g \ \ _ - ,�•
i i i 11. 65 � w PE=77.0 � a N F4 \ � - �� l � 3C .I/
,� 63 5.6 i \ •�
FF-86.3 i � �, � FF=80.4 � k,, 2 AR ��•��, / � a� � � ! �do qp•
10. 6 4 F PE=79.9 , �o � N / \ ?
PE=85.8 FF= �' �� �, d \ 1�� •8 24
83.4 CO 0 3 BR ..ice /
CIO 2 CR �'L• PE=82.9 ,�o,. N I d / \ \ p, ' ! FF_74.4
1 CR 11'
--: 4 i 1 75� GF=T3.9 �;I, p,/• GF=73.9 PE-73.9
` .---..j FL / Q \ 12. 1 AR � N �w FC •9
. .n :� N .. ...Ire 10. GF=T7.0 \ •�, 4 �.,• � Ott
s
\ o 0
GF=85.8 F1., 10. GF=82.9 ,�� GF=T9.9 // �0)
LA
/ � o � �., � "-" FC '9 . q•pv C 1 p% ` 105' �
On
/ �C •0 45.38 \ rCal
N 69.
^-) A v
1 �; / % N , / l ,ten" `y / T 4.5 FS \ \ ( • `` "►
cli
': / �8 ca / 3 FS 55.66 ��'� \ ��� �•9 25
00 F 1.8 / •9 r- 77• Zo o �4, 1 L F( FF=72.0
I F� 55.66' 83.1F5 C 67, , 80.2 FSC 55.66 1 1 \ \ \ _ \
PE=715 >> >>
Pry 55. T99 � �� 31 �o,°� 6 • 2p•9� ./. GF=71.5 2 BR
_ I
I \ 'A
A ?
Uj
W `- 1-�----- ` .� --------�- 1 o \ \
cr, I _ I 28 _ S�REE11 1 0 __ \ \ o _
. I I � \ C ,y
W
W GALATINAI �
�; 35.E
Ln r.."i
\
26
+ r�. L I`°�' \ ^Q. \ �� , ' s8� `° Li_ FF=69.7
41.41 � � '900 o� PE=69.2 69.2
I ti w _ �O• \ ro •20.0 GF=69.2 3 CR � _0-
• \ h , W � r- O \ •imp0040
49.0 , \ ,� �v (=)
N ,.- \
�Lp '
OO to
C .Q, � �,ti• �� Vol) �O� r-. `` '���V vi°' u7 `r' 'v 10 4• \ •1
/ 00
aoo �V r:o M �c�' a;o a) � io � �� ILO 0 4 � � � 21' \ � \ � ��•��, -�W.
cv ' 10
I \
10 6 10 i S6 5.2 ! GF=74.3 73.3 00j
_�.
FL
•7 �� 80 'B 1 GF-76.7
G ` 5.9 ! _ 3.3 \ 400.
F_8 ,� GF T9.0 F 27 1 _
\ \ ,
. , -q C?----� � 5.8'�� i 3,� GF=81.9 5'7 � '��' •, 1� � FF=74.8 •
` ' , 28 `` o PE=74.3
...... : �o j FF=77.2 0 2 C
33 ~ ' o PE=76.7 - 73.6 \
32 �h• 31 �., 30 oFL
FF_79.5 ► N \
FF=86.7 FF=84.3 FF=81.9 `� PE-79.0 �• l \ �
i PE=86.2 i PE=83.8 o PE=81.4 ' 3 C ��, '� ��. , 6Pill
' \ ,♦ \
it r
.� 8s6' ha 9 ,►�' '�- � 84, ��•�, � ��� k� ' ` ` ,��°P ^ � � '� \ \
r \ \
i A raw
~_ - - - -- - _ - ^1b' to �'��"� �b•59,w r
,ZQ o < Q o .Q cr 6;l . \
�Q u; J ,x(01 \
_ 47;�► ,r 9C FU 54.53 wr-� -�-'� \
o \
` w+ -�-~- -mow v�(�� �8 'J� �� V,A�+_ `�•�(� 54.5 ' -r+�+ �w + ~
54.53' '�C •� F V v 54.53' -
--- _�-,,...,,�-�. 54.53 ---.,..ww._-., -,.._-_ -
min
\ 1Q SIDEWALK UNDERDRAIN PIPE PER C.O.T. STD NO. 303
DIG AL
TM
CALL LD98-032GR
BEFORE SCALE: 1'= 20'
YOU DIG!
1-800-227-2600 20 0 20 40 RICK ENGWEEMNG COMPANY
UNDERGROUND SERVICE ALERT
now 3050 Cn i cago Avenue
Suite 100
aNat least 2 working days prior to excavating.
�m R i vera i de.
California 92507 (909) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Essi Designed by Drawn by Checked by
SCALE 9
M,CHEL �Fy MLA MLA EMR RECOMMENDED BY: DATE: � CITY OF TEMECULA DEPARTME T OF Drawin No.
N PUBLIC WORKS
Horizontal - Q
Contractor s w No. 46804 z f P repared Under Supervision Of T
ACCEP ED BY: DATE: T8
SEE SHEET N0. 1 1'=20' Exp.6-30-99 Date - ��"'Q� RONALD J. PARKS _ PLOT PLAN
Inspector -
Vertical �� EDWARD MIC RATIO AN DEPUTY DIRECTOR FOR CITY ENGINEER -= TRACT N0, 2418E
Date Cmplt'd �qjf p�f A��Fa��\ R.C.E. No. 46804 6-30-99
CAL Expires R.C.E. No. 19744 Expires 9-30-01 •r ) PHASE 1 Sheet 2 of 3
/usr/pro Jdata/r_grp/d_13249/249p bt2.dgn
PLOT DAT : 7-APR-1998 JN 13244
1 FC
r
rti r r
1 0��.�G rr err+ r 4V
r rr,r« r'49.19' 0$ X98 w
WON
,�c • w -
--_-_-- -.- --_ --_- -- --.-.--a - - y 49.76' d
I 9s 49. ' �• ys wh -6 owl
- .
6Q
08_
r ��• Fc 62 d••''�'
� � 8.5 c�
1 , �; �` FF=89.2 \
Ql�o� 9.5 o� h PE=88.7
61 6•� 3 CR
i FF=92.1 '� �..
h I I PE=91.6
i
��,. 60 .�1 1 ,o.
M ! 59 ��, I 8. 1 FF=95.0 �, 2 AR d
FF=96.9 PE=94.5 g a I _ ...........
/ I PE=96.4 3A 1 BR � ..... . -"-' 0 GF-88.7
3 BR M �� �o• , 10
1
I 1 1 �
1 ; GF-94.5 13- - A ; \ \ O
1 I
OF--4A.4 9-' I %
F
W
� 86Wpm 04 .0 FS
�jrpN
i
1 N , Lei �� \ N �C •� •2o \ _r
, .r; W
\ N ,yb \ 88.9 FS 1 \ \ _
� 9� \ c•; , 56.20'
,r •9 1 1 0� F •� ON 91.9 F C .a, co �y - \ �- V)
C I 94.3 FS C 56.20
1 1 Iia ` \ �
II II II II II o ---woo
Cb - -
o•--4 27
40, 00.00VC PI=194.04 PI STA=26+24 I I 25 II -26
G 1=-2.00' =-5.00% I 1 1 0
I
% I I ~ G
GALATINA I I I , I - �--mom,I I � I .. -�,
'Au I
7--
"0 1
a I U6-
'Q
\ 49.03'
5.0
N00
06 0.2
o, � � o�� o Q+ \ °'~ 104
• 1 U U) "
1 a 9 N 9 .� r7-
SI Ft
GF=96.7 Q I 9 i i4
6.0' 1 \ - 99A t �� 9 \ '`! \6.0 GF--88.6
! ► ,��
III GF--91.0
��------- p ......
cF� .4 GF--93.4 - ---
33 ,
1 I
$ I 9s9 1 •--- M 7 o FF=89.1.2. 34 1 A
,
37 5.0 7.T 1 35 FF-91.5 I N
FF=97.2 36 I 1 PE=91.0
h •� ;
PE=96.7 FF=95.9 I 1 PE=93.4 to 2 8 B Cd
1 I 3 C °�°Q I PE=95.4 I 6 3 A
105
i ,c`•� alt��' •� �o•�O I tip '�! '� •►
rn
9 1 M M �, �y g4.53rrrrrr
• �i w �? �• h •O r_ raw
r
�c FG 45.00' 54.08' 54.35' �C 54 61__.x-. -_---
001
do
r
-
LEENA WAY -
DIGALERT - (D SIDEWALK UNDERDRAIN PIPE PER C.O.T. STD W. 303
CALL _ LD98�-032GR
BEFORE SCALEi 11- 20
YOU DIG!
I I
1-800--227--2600 20 0 20 40 - REI(ENGRGEMM COMAM
3050 Chfoago Avonue
UNDERGROUND SERVICE ALERT sut+. 100
CaNat least 2 working days prior to excavating. Rtvwrsid%Cay IfcrnIa SM7, (WO) 762-070?
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: .Ss� Designed by Drawn by Checked by Drawing No.
SCALE
MLA RECOMMENDED BY: DATE:
O\cHEc A MLA EMR CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal Plans Prepared Under Supervision Of
�+ No.46804 i T /L
• ACCEPTED BY: !I
SEE SHEET N0. 1
DATE . : . . PLOT PLAN
Exp.6-30-99 r
Date _ --QB __ _ _ RONALD J. PARKS
Inspector EDWARD MI EL RATICAN DEPUTY DIRECTOR FOR CITY ENGINEER
Vertical � ClV\V ,' TRACT NO, 24186
Date Cmp It'd ATF or o,,\.\F� R.C.E. No. 46804 Expires 6-30-99 R N 19744 9-30-01 1 PHASE 1
R.C.E. o. Expires Sheet 3 of 3
/usr/proldato/r-grp/d_13249/249p bt3.dgn
PLOT DATEs15-APR-1998 JN 13249