HomeMy WebLinkAboutLot 4-18,64-65, 70-74 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK T4 BE DONE
RECISEGRADINGPLATHESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
339 AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALESLOPE SHALL BE = 1x. TRACT NO. 23371-5 LOTS 4 - 18p64 - 65p & 70 -- 74 BOOK"�.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEERS NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . <<• ` ' °
:h}i.
:}:<>;«>:<,< �:�>,,;......:_�,;=:. r R PERFORMING RK SHOWN ON
ALL CONTRACTORS AND SUBCONTRACTORSWO
R OPERATIONS S
•;.<.: HA CONDUCT THE I OPERA I O 0
>:� ....�,.: R RELATED THS PLANS SHALL CO U
0 EL ED TO THESE
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL "` THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
Nr�k,,. .c s s ,• s k }
FILL SLOPES OVER 5 HIGH.
Pr f f
.: >:::,: Y D.
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ,f '. i SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH F
t x U.S. DEPARTMENT OF LABOR AND THE STATE 0
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �` x REGULATION OF THE
TElCULA �� x v _ CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL > } SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
:.
FILLS OVER 1 ' DEEP. ', w, `' SUBCONTRACTORS e. f
IN ANY WAY FOR THE CONTRACTORS AND SU NTRACTORS COMPLIANCE
N m '$
4
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
Y WITH SAID REGULATIONS AND ORDERS.
' '
} t
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF S E °x }
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
HA T r SITE COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT CERTIFICATIONS LL BE 0 A Y �} COURSE OF CONSTRUCTION OF THIS PROJECT* INCLUDING SAFETY OF
LINE+ GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. !� ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
:> :.
>« CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS+ AND
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. b !� ti 20 THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. .; 35 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
Y
X. x > ` IABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE
>. L
R R FOR F GREATER
1
5
21
FINAL R PORT WILL E EOUI ED 0 ALL ILLS G E E
e I L E B '� >.....:..:....
EXCEPTION FOR LIABILITY
THAN ONE FOOT. TEMECULA f
� PERFORMANCE OF WORK ON THIS PROJECT.
22
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N•T•s" 3 23 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
LEIGHTON b ASSOC. FOR LOTS 49-74 DATED DECEMBER 29. 1997: FOR LOTS 1-27 DATED VICINITY MAP 2, 34 37 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
SEPTEMBER 30. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 2 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE 25 33 36 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
T LEAST 4 SITE 1 � �
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LES 2 39 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 31 DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS 'INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. 30 40
PHONE: (909) 6944411 41 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN S IN VERTICAL HEIGHT AND FILL TOP OF WALL TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 27 42
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 43 BOTTOM OF WALL................................................................................ BW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � � � TOP OF CURB ELEVATION .••---•---------------------•••••••-•••------------••-•----•••••••-- TC
PAD ELEVATION ........-•--------•--------•..............••----------•-•----..........•..------•• PE .;
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 45
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL• AND OTHER DELETERIOUS FINISHED FLOOR ELEVATION .................................................................. FF
MATERIAL. 56
46 FINISHED GRADE ELEVATION .................................................................. FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WH ICH FILL IS TO BE PLACED. 4T 54 HIGH POINT ........................................................................................ HP
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL 48 ST TOP SLOPE ........................................................................................ TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A o b53
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. _ FLOW LINE ........................................................................................ FL
W = �` Tor OF GRATE ELEVATION --••-----------------•--•----.......-------•------•----•---..:...... TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF o o B1 INDEX MAP
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD LOT ac �L �' 56 SCALE: I`= 100' GARAGE FINISH FLOOR ELEVATION .......................................................... GF
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT Cr LINE W U
PROPERTIES. �c.� 5' MIN. 3' MIN. W �? SO G EXISTING ELEVATION --------•-•-•------------------ -•------•-•-----.......---------•-•--- (970)
W ,---_ kA CL. 49 W 59 FIRE HYDRANT LOCATION ..............•-•-•-------...---•---.......-•------------•--.......
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. z o " o W �y.{
so
U_ o0 3 MIN. Y cmc STREET LIGHT ---•-------------------------------•----------•--.............--------------..... 0---
16.
-
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 2% VIVA. ` 61
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 21% MAX• DIRECTION OF DRAINAGE FLOW .............................................. __ ....�.
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 2Z M� ' * RETAINING WALL (BY SEPARATE PERMIT) ................................
ADJOINING PROPERTIES DURING GRADING OPERATIONS. MA ::.
X 63 `. .. :;.... .. . ......... 6i
GRADEDAi
,;.�:r:�: �r:<� SEWER LATERAL LOCATION -----------------•---..................--•--------- - ---
1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
LOT FG. '
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE GRADED 6'MIN• k;:>r{h .f k WATER LATERAL AND WATER METER LOCATION ........ .......
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN LOT FG. • ; _$ 6T ELECTRICAL TRANSFORMER .................................................................... 0
:F>
VERTICAL HEIGHT. `=l` >•' :-F: y
N HAN H0 ......-•-----------•-------•.............•-•---------••---...... B
POWER LINE AND HANDHOLES
A
1d. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING GRATE. . . . .... ...-.-- ❑
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE NOT TO SCALE 6e ------`----- •----------•----••---•-••••• ..
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN AIR VALVE.........................................................................................
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE BACKWATER VALVE •••••--•-------••------•-----••---••••••-----------•------•••--••••••.
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. +{+/,
`v:>:..:
AIR CONDITIONER LOC IO
- ..
•
}`..:
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ,� 69
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER.
£ Y -'
R N V R SITE
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND D CD E ... ...........
R i=.
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION +}
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON x '' n•.:r
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMSWITH BACKFLOW GRADING TOLERANCE NOTE
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R.
GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
LESS THAN 1/, PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
FQ IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE R/W & BACK OF SDWLK LAN RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PERMITTED. WHERE SHOWN
ROU _ ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SOUTH SIDE � - '�
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �r
- - - 1% M1N. �
NOTE: ESTIMATED GRADING OUANTITIES SHOWN HEREON ARE RAW OUANTITIES FOR
23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ��� PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY OUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE , r
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. : - `�►• I N0. LOTS CY/LOT TOTAL
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY �I.`�' 10 I OPTIONAL 22 15 330
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB .-• I LAN OPTIONAL
. I e:
TY
STOOPS STOOPS . --•. _____
EXTRA DEPTH FOOTING ''"; ••• ;' STOOP
PER PLAN
� LAN �-AX ..... 66 67 6S 6 9
INDICATES LOT NUMBER
MAX � INDICATES FINISHED FLOOR ELEV.
LAN FF FF=100.0 FF=100.0 FF=100.0 INDICATES PAD ELEV.
PE 199.3 GARAGE PE=99.3 PE=99.3 PE=99 INDICATES BUILDING TYPE
2 3 4
_ 5' MIN. 3' MIN. 1� MIN. �� LA STOOP GARAGE
ER STOOP
LAN DEEPENED FOOTING GARAGE
BACK OF SDWLK AS REQUIRED.
GARAGE STOOP
WHERE SHOWN Q ~` UTILITY SERVICE POINT "�
::j1O`MIN (TYP) STOOP ,RIGHT OF WAY
DIG A RT SEE PLAN SHEET N0. 2 6 3
TYPICAL LOT GRADING DETAIL
TM NOT -TO SCALE EXIST. CURB AND GUTTER
C, LD 99-102 GR
BEFORE BUILDING FOOTPRINTS
YOU DIG! NOT TO SCALE F" COMI*M
1-800-227•--2600 Soso Ch I0a" A,W,.
sulUNDERGROUND SERVICE ALERT It1VW81d..
t. 100
Calot least 2 working days prior to excavating. cap itarnla 9M? :sos: m_oro
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: 1ESSi Designed by Drawn by Checked by 7 Drawing No.
_ SCALE CHE � EH EH EMR RECOMMENDED BY: DATE: l
T_ , , CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS
COUNTY OF RIVERSIDE 8.M. 29 >j �1► L
2-1i2• BRASS also IN CONCRETE CYLINOEn. Horizontal i Prepared Under Supervision Of
Contractor
IN THE N.N. CORNER OF THE INTERSECTION k► No. 46e04 = [,^ ACCEPTED BY:
DATE: 7 t
RD.
RANCHO CALIFORNIA RD. WITH YARGAR I TA •- � a±�4j `
PRECISE GRADING PLAN
40' OWTH 1 -100 Exp.6-30-03 Date RONALD J. PARKS
1.0 EAST OFA 7.0 C.L. FENCE. •�_:: •+••
Inspector of P.P. (No NUMBER) s4' NORTH OF THE CENTER �I EDWARD MiC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371-5
LINE OF RANCHO CAL I hRN I A RD. SET FIBERGLASS Vertical
WITNESS POST I.0' HEST OF MONUMENT. J}' CIV1%. ��'
rf F� 46804 6-30-03 LOTS 4- 18p 64 65, & 70-74
P
N
Oats Cmplt d aIr �,�� R.C.E. No. 3
ELEVATIONS 1128.410 (ADJ. 9-13-82) N/A Expires R.C.E. No. 19744 Expires 9-30-01 Sheet 1 of
gAd_13212\212PGD47.dgn PLOT DATE:22-JUN-1999 JN 13212
..
• .241 39.2 39.2 • • • .. .............. . ..... .... .... •-•-- ........
62
j• �► 389 ♦ DFG FG
LF" 0DURS9 /
%• "
38.5 HP I ' 0 `•
oo FL 38.5 �•"'� ••• '.
�- A 38.6 FL X90
FL
PE=1239.2 01 38.9 ' • ....................
FF-1239.9 , Hp .............................................
4G 1 9.2 .
39.2 i 38.6 i FG
t FL 38.8
EXIST 9 FG /
3B 9 PE=1239.2
RETAINING WALL 38.1 Q
FG FL FF=1239.9 '0iiiiiiiiiiiilllllllllIIIIIIIIIJIllIlIlp
_ _
i � G � � o. � _ 50.92' 39.0
PE=1218.8 00 , 3 ah 38.1 33.96 - ~�♦ --0 39.3
• 9 39.0 , ' � � 38.7 FG
ho 37.9 , moo`' ti0• 38.8 -•-- HP �` FG
' _ FL I 52.0,E FG 25.6 38.3 .00 iQ 58.�s,
GF 1239.2 , F •
38.2 •00, 38.0 1 1 r �8 38.3 39.0 -
FL GF=1239.2 P FG 38.5 fi 0' HP
FL HP FL •.
38.7
r �•{r \ N a' �,.+ "? FL
<cy 37.9 �' , , ' �'
\ cn r- 10I _ 14 38.7
••.
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"": "' !• h PE=1238) r :•"'' PE=1239.0 i 15 FL ss
37.7 rn 3.50 '� .� �. FF=1239.5 ;a FF=1239.7 = •o
FL ♦ `�� ♦ - " ��o ^� I 2B N 38.1 3G PE 1239.3 0.
. i FL FF=1240.0
37.4 38.1 38.2 'N 4BR
PE= 35.9 �, 7 33 t9 �1 FL FL FL �� 39.3
2:1 SLOPE 38.6 FF-1239.fi ' C 14 �y0 . ' 38.8 � 6.8 � i FGA
7 1 ,o - , 1 131
HP 4BR oaf •• Fc PE=1238.8
38.3 37 2 GF=1239.0
. F � � � � FF=1239.5 � � 39.3
FL �- GF=1235.9 S \ \ o1 GF=1238.8 8.3 6 ' 6
3 GF=1239. FG
38.9 37.0 FS / 2A• F 2AR i •0' �'� s�, C� '•ti
FG ♦. 37.7 10.6% I �' / \ 37.4 .��' - G 37.7 6 38.1 ,. 38.3 �`',f► ,��'1'• •�,
�`.�- _ FL �� /' / 8• FS , \ 7 T FL FL :o FL
38.5 - -� �'� / 31.0 Q+ 3 ,
FGFL 102.9 ' -~ - �• \ / / �� $ FS a - - 37.7 \ •� \\ FL
36.85 TC 1. . / C�- - v,•LL-1 LL-1 �:., .
� '�`- \ _.._L._.. 4.85' . - - `° 38.0 \ '` GF=1238.8 �, � �- Nov v.
-- - I 1237.07 37.4 „ ► ' M �• �• h , -� -
• - 37.2 r RIM EL - HP FL -
, •a
FL / 37.0 �1 37.5
37.9 \ I 13' ' FL PE=1235.3 FL -n �- (. , FL
�/ '1 FF=1239.0 38.3 0-• • c� '•T9, , 'l�' FL
I i? 2 i
TRACT NO 23311 -4 b` I O 2C 37.7 FG �. \ ..
• CL 18' DMIY •��•- 25. ,C� 1.r F L 3 .23 16 i
PE=1235.5 1� 8 .
38.2 - 36.8 FS _ '� 38.0 ;r / �. �' TC 3,
FF-1239.2 \ I x_ 35,3 \ 37.42 S ' PE=1239.3 :•
_ o/ l FF=1240.0 39�
_ 1 FG 16
cp HP = �' � 13 •0 / h TC / 37.6 FS 1G HP ;a
2:1 SLOPE � 2AR GF-1238.5 3b.T FS\ � � � � 5• - 2 0'/ � � � � •
37.2 I FS 37.0 -_ `� / \ C A8' Y �� \ GF=1239.3 0
3.537.9 o FL _ - C) 36.6 FL - `° / 37.00 \ ` 37.5 FS 38.7
38.5 r , h I I r% TC \ I / ,�9.5X 38.0 tZ FL 11.7
FL _ rr-I S A3'� .r `\ \ \ \ / / 37.32 FL 39.3
FFG - - � '�. _ I wr 6AF - - e, 7.4 �, \ `
--�
Fi . ' - - ` C`1�� 3 ' ' ' FL \\ •'dj /� \ \ TC - 0 _ _ -- •_ - - FG
FL .�,\ . .� - �- \ 37.7 � \ \ 7 - - --�--�-- -- - ------ - �39�
3 .
38.1 y6• �- I 2 � _ ' HP \ \
' TC ~ 36' GF=1238.0 \ � \ \ . 4. ' .6
FG / 20,3 y Q,I - " 12 38.0 RELOCATE \ \ / 38.0 0
37.5 - x,18 0w - 36.8 = '�� DwY \ \:° 9.4% �o FL
FL 5 FS C 1 PE-123x.0 FG / ,rL \ \r �\ ,� / -�- FL
36• \ FL FF-1239.7 ,;'� \ 1236.77 DWY 37.4 FS
\ _
5GF=1235.1 FS \ - 1 8.31 4AR 37.4 r �- RIM � 37.1 •,/ / GF-1239.2 17 38.9 u
37.8 36.2 FS FL �' \ / 37.3 FS pP
PE=1235.1 I 1 6
HP \� 10,2'/ 3 •� '1`> ' 2y \ 2A �\ L PE=1239.2 i o
FF=1238.8 36.8 1 37.0 - ' \ o FF=1239.9 i '
1CR FL 9 FS ''o' � � 6 1•� 4CR
3 A 1°j•8 yr _ - 6 01 T 'e 35• FL �_ \. _ 36.8 3
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37.4 _ - - 1 �' �� _ c^ .s - :'' o 14 5'
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37_ 36.9 '� 15
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�` ` °"•32.0 s �'' ; � � o, a;�• �' •a � \ b•o' \ pE.=�2 8 31.5 j �
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DIG A RTa1. G -n '`� 6.0 Z� \ 31•, ` r, ArO'0 r�R
yu
CAM CAUTION:
LD99-102 GR
BEFORE
YOU DIGI EXACT LOCATION OF EXISTING SCALE) Y= 20' RISK ENGDEERM CCMI*M
1--800-227-2600 UNDERGROUND FACILITIES IS
3050 p11 oOQO AwrxO
Sults 104
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Rlwrstde,
20 0 20 40
Callat least 2 working days prior to excavating. VERIFY IN FIELD. ca I 1*�n t a stsoT :80x1 -afo�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: CESS/ Designed by Drawn by Checked by .
�4C RECOMMENDED BY: DATE: 7 � Drawing No.
H EH/EMR EH EMR CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal . spared Under Supervision Of
• � �No.46804 = ACCEPTED BY: DATE:
SEE SHEET N0. 1 1'=20' Exp.6-30-03 Date Z RONALD J. PARKS PRECISE GRADING PLAN
Inspector 41DWARD MICHE TI RAAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371-5 (RIVIERA)
Vertical J> CIV1%.
Date c It'd N/A rf OF c�l..\FR.C.E. No. 46804 6-30-03 ,�, LOT N 4- 18 Sheet2 f 3
mp Expires R.C.E. No. 19744 Expires 9-30-010
•
ge\d-13212\212pgd48.dgn
PLOT DAT-622-JUN-1999 JN 13212.
-01 41000, S \
4149 Irl .0001, 1000
17 .0000
............
2 •
1000"0000Pa• � `� \ �` 9
01
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9 9�eJ / �\ $'��- . ,�2h ........r� ,.
Loll , / \, ,�• �� GOLF COARSE
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INSTRUMENT N0.:378907 DATES
• 5 x/4/98
♦ rr 6 -jv
- I
ool
th
JV
.0 416
�,. In In 5' 03w cps' p6. SZ, ;► 'ti• 9, �t
\\ ...• ; �:.
Are• •so •0 �f �' . k � 96.8 � _ _ '��, � �� %. ;
o o aFV 4J N 8 S6 fe.
0 0Cn _ WALL PER -FG ro�
�Q SEPERAT RM F�' �� .
0 \ /
N2 G 3 F e► �'. 101.1Tw 96.1 FG 96.5
2 �►� 0 '
`9 95.1TF 95.1T 96.1 �' 97.0
22 �$ '�
\ F FG FL
C., FG 95.1TF
96.1Tw � t �" CO `rs
\ \ \ X X65 F `� 1 95.17E 1p, 4 5.8 •.,.._w- _ / oo
HP 96.2 / PE-1197.4 / 0 97.4
FL 96.2 / FF=1198.1 / HP
95.5 95 ' / PLAN 1R
.5
FL
\ FL ,
• - PARCEL C
\ \ \ ► 656 7
'IRV 96.3 ,o64 ff `
PE-1197 7
FG , � 5. � FF-1197.5 t /
\ \ 1 G NOTE: WALL CONTRACTOR TO , -1196.1 t / / FF=1198.4 90
F FF-1196.8 3BR t
\ \ \ �'ti' pA� VERIFY SLOPE LOCATION/ tt t :/`• •;F-1197'4 /t PLAN 2 Ft ,
\ \ \ \ ELEVATION PRIOR TO 2A PARCEL 13196 ,
\ \ \ CONSTRUCTION F� PARCEL "D"
ii
A
\ \ \ \ PARCEL 1. '
\ \ \ ti�1►' _ 96.1 6;a .0 •01
�C
FG GF0196.8 100
V •- GF-1197.7 °� •o
\ / t 95 6 95.6 ' 4' G S
94.8 GF=11%.1 / FL FL !'•� -� $
�,. 6.5 p o, 9
,- FL 94.8 Vi L- �G' �;5�• F ''
FL
431.0 t
Sk
100
o, LA. c1114 o ov pop
/ �� • : `' oma, diI 95.10. 6 8
E
FG
CL 18 D PE_1197.8
FF=1198.5APPROACH `'' 1 96.p FG GF=1197.8aso
Ct
,
• PLAN 3
.0-0 161# 94.50 TC LO 12Y hCL /
` 8 Dwy C 1195.61 / 3.50, .6' PARCEL E ;
/ / / ►vLl1 L is DWy I RIM �' - 10.6/ 1 '
\ / C A�/ o ;
\ �- m 11 94.13 TC RAD
X / 3.50 41 - • - • ;
\ / L 94.51 TC o y- - r/ O _ 97.8
a o 94.92 M c ►�
/ s FG '
/ / A v, v + 0 95.35 TC ♦ A \ ti� ,N 97�� ;
TR NO , .23371 / / ,� - �- Tc �� ,;��' i FG ;
- %- T T-
V2
L) --\-- I..
/ •1 / •8 �' v N . 697' =1 .03' ?• 'r ca ;
h L-
/ :FL
Ccn GF=1197.8 a
/ 96.
o •� ,,,_ � �„ � A � �, :,, �` � 3
9/
FL 5 i v �n r` w ro o -.� FL o. `
/ .---
GF=1195.8 / , 94.8 ' v -o `^ v, L �^ ` �• ;
r t � FL � � 1 �
/ 94.8 95.2 95.3 ;
FL GF=1196.1 t FL 1 8w • 95.6 95.6 96.1 6 9 ,
/ ' t i / FL
5• FL FL FL ,
:: _ 1 i � � PE=119T.8
/ t i GF-1196.4 _ 1 6.0' FF=1198 5
/ �a i GF-1196.9 • <(
<v 74
' , GF=1197.3 PLAN 4 ;
PE=1195A 1 1 7 a
� `° 9 .
/ � FF=1196.5 / 1 1 •
0 60 ' -0i 73 i 96.3 . F
.
/ 95.2 4BR t PE=1196.1 6,0• ► FL � `, o '
/ 4 ,�� t FL FT=11%.8 / 'oo 9-/
/ •� 4v 95.2 5.5' ' 72 1 H/'� G
/ Q 2CR _ 1 71 1 97.0 •�, IoF
/ 95.8 FL A I PE-1196.4 PE=1196.9 70 1 .
/ �-- 95 5 i FF=1197.1 FF=1197.6 PE 1197.3 1 L
/ FG
95.5 FL � 1AR � 6.0' � 1 FF=1198.0 �
1 2BR 1
-� 95.5 � 1 �
N, 95.T •� 4 C
EXIST RET WALL �•1 Q FL 95.9 1 a 96.7 g~
/ FG• 95.8 1 1 %.3 96.3 FL
• , FL FL a FL 97.3
CAUTION- , / / , � _ _ HP , FL , FG ......
/ / 56,g5�--� .1 96.1 ; 97.0 �► i GOLF COURSE
EXACT LOCATION OF EXISTING / / / / FG 96.4 - HP _ _ ;A 96.6
ww r 4n HP • - .yah'
UNDERGROUND FACILITIES IS / / / FG 6.4 96.9 f I v ��' + 5� .•
UNKNOWN. CONTRACTOR TO 56.10' F - HP°' QJ� .............
/ / / / \ 96.9 97.3 \� ... . ..
VERIFY IN FIELD. / _ 60.33'
(PE=1192.6)
FG FG 26
EXIST RET WALL •50
DIG ALERT
111
cALi, / 4-7 ,
/ Tf? N0 j 23371 %--3 - - • . . LD99-102 GR
BEFORE / /
(PE=1192.8) ,
YOU DIG! / SCALE: 1'= 20'
1--800-227•-2600 F"f
UNDERGROUND SERVICE ALERT 20 0 20 40
-V50 lo
AM"""
Callat bast 2 working days prior to excavating. Co"'*ord'a 9M? ("M ?0:-0t07
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESst Designed by Drawn by Checked by Drawln No.
. �cHE � EH/EMR EH EMR RECOMMENDED BY: DATE: T�ZOF9
�► CITY DEPARTMENT OF PUBLIC WORKS
Horizontal -
Contractor � � �•461so4 z � s repared Under Supervision Of A Y ..
CCEPTED B : DATE.
SEE SHEET No. 1 1"=20' Exp.6-3o-03 Date RONALD J. PARKS PRECISE GRADING PLANS
Inspector Vertical DWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS �`
� C,�,� TRACT NO, 23371-5 (RIVIERA)
Date Cmp lt'd N/A FrF aF Cj&%*° R.C.E. No. 46804 Expires 6-30-03 19744 x r 9-30-01 1 LOT NOS. 64-65P & 70-74 h
• R.C.E. Now Epi esSheet 3 of 3
ye\d_13212\212PGD49.dgn PLOT DAM 22-JUN-1999 JN 13212,