HomeMy WebLinkAboutLot 8,22-24 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA CALIFORNIA WORM TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANCE 93-04. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
GRADINGPLANSTANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = M STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED BOOK").
AMINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TRACT N0. 23371- 14, LOTS 8 & 22- 24 PRIVATE ENGINEERS NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . I
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
I OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5 HIGH.
/ I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AN H
5. ALL RAD[NG SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
! ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY / I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS meq. / REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 5� TEa ctu WAY / I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. ,�►� / 1 4 I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
SITE ` IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEIECULA'S / 1 5 I WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF /
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR •� �,� / I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO G / COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. �� I COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
/ 5 COURS� 16 I ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. IA / L CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
ALONG TOP OF CUT SLOPES. CA1-IF / I THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
/ OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �'� / I LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
THAN ONE FOOT. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
A � �r� / 1 � � 1 � I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF � // � I
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 15 / THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
LEIGHTON & ASSOC. DATED JANUARY 30. 1998. TWO SETS OF /
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING TEC1�-A / 1 1 2 I A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS N.T.i / ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH / I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / 1 1 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
VICINITY MAP / ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 / SITE 19 �C,/ I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / 10 I DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT. / I
/ : h GOLF COUr
PHONE: (909) 694-6411 / 20 6
/ LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 'T
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE _ __ __ __ _ _ ___ _ ___ ___
SITE TOP OF WALL TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ` . -
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE - --- - - ------------ - ------ -- - -------- BW
NA INSPECTION. I BOTTOM OF WALL
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL I EC I 2 1
I TOP OF CURB ELEVATION - ----- --- ------- -- ------ ----------- - - --- ------ --.. TC
TEM -
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS EK PAD ELEVATION .................................................................................. PE
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS U I
ORI FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF
MATERIAL. R C 9 I
2.5' I FINISHED GRADE ELEVATION .................................................................. FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL ('MIND PVC AT 2iG HIGH POINT ........................................................................................ HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A (SCHEDULE 40) 4 I
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP SLOPE ........................................................................... TS
3 I FLOW LINE FL
� 1/2`MIN. INSTALL POLYETHYLENE I ----------------------------------------------------------------------------------------
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF COVER PLASTIC JOINT MATERIAL TR N(o ,, 23371 � � TOP OF GRATE ELEVATION .................................................................... TG
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 'QUICK JOINT'OR EQUAL I
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT GARAGE FINISH FLOOR ELEVATION .......................................................... GF
PROPERTIES. --------------------------------
oo e e o Is I EXISTING ELEVATION ---------------------------------------- (9rJb)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 2 ' I ...................................................................
_ � FIRE HYDRANT LOCATION O♦-•�
A e e e
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MAST CONTINUE TO --------•------------------------------------------------------------------------ 0-�
STREET LIGHT
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES , ,, INDEXMAP DIRECTION of DRAINAGE FLOW ...........................................AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT l IIS . -- ---ADJOINING PROPERTIES DURING GRADING OPERATIONS. 90 2'MIN. SCALE: I"= 100' ' RETAINING WALL (BY SEPARATE PERMIT) ................................
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 9' 6' /
APPROXIMATE LOCATION OF ELECTRIC METER ........................................... �
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 1 I SEWER LATERAL LOCATION ...................................................................
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN '
VERTICAL HEIGHT. .........................................
WATER LATERAL ANO WATER METER LOCATION REGISTERED V NGINEER SHALL SUBMIT CERTIFICATION OF BUILDING RECTION B-B ELECTRICAL TRANSFORMER ....................................................................
1S. A CI IL E
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE N.T.S. ' POWER LINE AND HANDHOLES ................................................................
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN RW I
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOU[RED. THE 4.5' TELEPHONE SERVICE ............................................................................ D
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SIDEWALK .5' 3.1 '
RO YA
1 J GRATE O
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 6. L eI BLOW OFF------------------------------------------------ --------------------- ------------------
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 6'MIN. RKDq
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. F.L. OF PIPE 1/ ' B 6 MIN• 2,p'/. MIN RI`/E AIR VALVE. r7
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATION ?� V� � a o TELEVISION PLATFORM .........................................................................
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON ABOVE GUTTER c W
CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL FLOW LINEA. z z � BACKWATER VALVE ------------------------------------------------------------------------------
Z W
W =
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW - - � �•� � \ , /�, ��yn��vn �Y^"" 4`PVC � ``' � GRADING TOLERANCE NOTE
PREVENTION DEVICES PER U•P.C• • CHAPTER 10.R. '' • •- ��� ����wn 3'X6' ECCENTRIC (Z)OR 4 LOT $
(CL 150) Q W � LINE w vo ,
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT REDUCER WITH 10y MIN UNLESS 3 MIN. a GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND
LESS THAN I�; PER FOOT FOR A MINIMUM OF 3 FEET. Z30MIN. PVCCLEANOUT c 5 MIN. ' ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALLANBE
CORE DRILL AT 2'/. OTHERWISE NOTED � V z W CONSTRUCTED WITHIN 0.5' OF THE LOCAT I ON SHOWN ON THESE .
CURB AS REQ'D. CURB 6 GUTTER (SCHEDULE 40) 2Q O z 8 o�., IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL MATER COURSES SHALL BE ,� 0 3' MIN. 1' o RESPONSIBILITY OF PROV I D I NG A FINISH SURFACE THAT WILL NOT POND.
PERMITTED. 2•A MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD Z�•�' MAX•
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THROUGH THE CURB DRAIN DETAIL 2 M1N. ESTIMATED EARTHWORM QUANTITIES
3 N.T.S. AX' GRADED
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE LOT FG. NOTE: ESTIMATED GRADING OUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE GRADED 6'MIN. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES»
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN LOT FG, NO. LOTS CY/LOT TOTAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FR/WOR � BACK OF SDWLKt000A 3 15 45
FOR LOTS 22-24
BACK OF SDDWLK LOT 18 _ _ -
CONSTRUCTION NOTES AND QUANTITIES _ _ __ NOT TO SCALE
AN -�� ¢ NOTES LOT 24 REMISED AS 5�10'BN ON Tt�IIS rLAN
- 1%
MIN.
� ORIGINAL LOT 24 GRADING SHOWN ON
Q PLACE 4'PVC (CL 150) o a=1.07.. MIN 155 LF R/W I 1 4 INDICATES LOT NUM13ER PRECISE GRADING PLAN LD 99-063 GR
LOT 18 �' FF 100.0 3 FF-100.0 INDICATES FINISHED FLOOR ELEV.
2 PLACE 3'PVC (SCHEDULE 40) 40 LF . ' ;��� I PE=99.3 FF=100.0 = INDICATES PAD ELEV.
O CURB . , LAN FF=100.0 _ PE-99.3 BUILDING TYPE
SEE DETAIL THIS SHEET ._ �1
1 PE-99.3 , INDICATES
3 THROUGH THE CURB DRAIN 4 EA PE �I PE=99.3 ❑ 3
SEE DETAIL THIS SHEET I 2
FS K3
0 PLACE 4'PVC (CL 150) 0 s=2.0% MIN 1TO LF LAN 12.0.7, ' M TYP
Q INSTALL CURB OR WHEEL STOP 3 EA .SAX OTHERWISE SHOWN
ER LAN LA LAN ON PLANS RIGHT OF WAY
� I R/W AND BACK OF SDWLK ;� 10'MIN (TYP) LOT 18
FG FOR LOTS 22-23 ArI I=CA MIN. 3' MIN. 1Y. MIN. LAN
DIG A RT
• r - - - ' • -
"' F DEEPENED FOOTING EXIST. CURB AND GUTTER
LAN 4 AS REQUIRED. �; E99-203GR
CAM UTILITY SERVICE POINTLD
BEFORE BUILDING FOOTPRINTS
YOU DIG! TYPICAL LOT GRADING DETAIL RSC D4GNHmM CMMWY
1-800-227-2600 NOT TO SCALE
NOT TO SCALE rivioetroldi6'a'oo°° A�UNDERGROUND SERVICE ALERT
Calat least 2 working days prior to excavating.
Ca t t Pornt a !�'!�1 flO�II) 1t1-0
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESs� Designed by Drawn by Checked by
• Drawing No.
COl1NTY OF RIVERSIDE 8.Y. T_n-1 I �N,ICHEL
EMR/EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2-1/2• MASS DISK IN CONCRETE MINDER. Horizontal 4 � �% � Plans Prepared Under Supervision Of
Contractor IN THE N.W. CORNER OF THE INTERSECTION No. 46904 i ACCEPTED BY: DATE:
OF RANCHO CALIFORNIA RD. WITH MIARGAR I TA ,•.,OO' W PRECISE GRADING PLAN
R0. 1.0' EAST OF A T.0' C.L. FENCE, 40' NORT Exp.6-30-03 Date [ r`�® "' RONALD J. PARKS
Inspector of P.P. (No NUr�ER) 9,' NORTH OF THE CENTER "' '
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL ATIC N DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 THE MASTERS
WITNESS POST 1.0' WEST OF MONI�NT. J} CIV 1�. X' _-
PRECISE
�rF cR``' 46804 6-30-03 ,,,, LOTS 8 & 22-24 n t f
Date Cmplt d ELEVATIONt 1 Ile.410 (ADJ. l-I3-82) N/A O' C�0 R.C.E. No. Expires R.C.E. No. 19T44 Expires 9-30-01 See 1 0 3
G:\d_13212\212pgd76.dgn
PLOT DATE:26-OCT-1999 N 13212
i<
z 1000,
10 \
\ PE=1274.5 � /
FF=1275.2 /
La 10010,
g I /� / \
� I �
0001, do 00 CRL5 COURSE
gn
T4_.0_FG r..-
•
o �
299.25' -
y 111 80.00' \75.2 FG 48.25'
75.2 FG
�•5 66.5 71.6 T1.6 FG N FG + FG c 71.3 FG
--Ama rn 7H1
65.6 66.2
FL HP 66.0 71.0 TG 71.0 TG ` �0
66.2
FL 69.4 INV 70.0 INV Ln 74.2 HP
FG 7 I r 70.8
PE=1266 5 _
FF=1267.2 115.0' FL 8
r I I PE=1270
A 5.5' FF=12M3 I 74.0 F
I
4.8'± I 1B T1.4 1 .5
�- HP 1 1
I
I 71 14.4' I I�- r-L r Q I I
1 I 9 r
I
r 5.0' I I FF=1275.2
II q I PE=1274.5
1 I GF=1266.5 1 o I 3
I I c =tZT1.i rn I I 1
I iI
65.5 71.1 I
FL 70.0 FL r J I I
FL
65.5 GF= I I I
I
EF_G 1266.5 I W_ I r I I
64.9 I
FL v, I 72.9 FL GF=1274.5
U.
Ui II
a
L. m W �, BW � I
RW--N80.00^ ' o
CD CURB & 1266.24 TC 1266.42 T ' ► .•
�+ % 66.91 RIM EL 1266.02 I V 3 •
Ln CUTTER + RELOCATE DWY qft
21.8
^o
- 4. -.-. -
12 127 1.2 /
_ ~� TC
+ + 1 111 INN 1
Go no,- RELYA.LLEti3 0
CURB 6 GUTTER �6*K46TC F -� Y C _
OAR
e 73.43
RW
tiV o `' RIM EL
13.03' L=T 1,3�, . , • �,.
Q , r
N N W Ln
127 T \ \ C \
ca .a 2.6 3 C L
Ln � N.
_j
`` � �=1273.3cc
NZ
U11 / _ A�\\
/ •J Vr-000" OF-IZ73 4
IN _j 6m6E NowI / / 3 9lo
.n Oki LD
/ U_ / t; 1
-- -
id � LL. C-) 1
PF=1?71t It / / h �► ��
CONSTRUCTION NOTES
DIGA To RTa PLACE 4'PVC (CL 150) 0 s=,.0% MIN
3O THROUGH THE CURB DRAIN
CAUTION: SEE DETAIL SHEET NO. 1
LD 99
YOU DIG! EXACT LOCATION OF EXISTING SCALE] r= 20'
1-800-227-2600 UNDERGROUND FACILITIES IS r RjM(0qGVq0MM
OW
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 ��00 AV"""
Rlwrsi'
aNat bast 2 working days prior to excavating. VERIFY IN FIELD.
Ca 1 1 fern 1 a ww'r (NO) Irl-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESSI Designed by Drawn by Checked by
SCALE � RECOMMENDED BY: DATES � Drawing No.
C"TY OF R I VERs I DE S.M. T-29-61 �,�HEL EMR/EH EH EMR CITY OF T DEPARTMENT of SIC WORKS
2-1/2• BRASS DISK IN CONCRETE MINDER. Horizontal Plans P ared Under Supervision Of
Contractor IN THE N.N. CORNER OF THE INTERSECTION W 140.46904 z �^ ACCEPTED BY: DATE:
RD RANCHO CAL I FORA I A RD. WITH MARGARITA 1•=20, Exp 6 30.03 PRECISE GRADING PLANS
RD. I.o' EAST OFA 7,o' C.L. FENCE. �o' NORTH - Date f4 '"?� •� RONALD J PARKS
Inspector LINE OF RANCHO CALIFORNIA W. SET94' NORTH OF TFE CENTER JF
FIBERGLASS EDWARD MICHEL R TICAN DEPUTY DIRECTOR OF PUBLIC WORKS
WITNESS T , T MONI�ENT vertical - �- TRACT NO, 23371- 14
NE POS .a .Es of CI v l�
Date Cmpit'dLOT NOm NA F GIS C,�,.�F� R.C.E. No. 46804 Expires 6-30-03 �,ELEVATION, 1I2t.4Io cAOJ. 9-13-N) R.C.E. NO. 19744 Expires 9-30-01 8 Sheet 2 of 3
G:\d_13212\212pqd77.dgn
PLOT DATE:26-OCT-1" JN 13212
YR
.........................
/ 's
/ Ex 1ST 1 N G GOLF GDURSf�
. . . .1220 f .
/ 28.3 TW 32.6 38.1
/ /24.
5 T HP FG �o ~
/ �_ 7 - 91.00' ... 25 3 . ... 00' � . _
/ 32.9 - 118.64' 38.1 • 40
Ui
/ 25.0 , jpj -FG
' i 37.8
/ NP
7 1
HP
/ 24.3 1 37.3 ,
/ FL --------------------- 1 i 32.1 32.2 I I - -- --- - .--- /
I L �3 I FL h to
. ........�............... 1 24.8 F FL 121.7' 37.4 1 4' co.
P10 FL 'E=1232.9
/ T. ' FL
/ 2 Ln FF=1233.6 38.1 Tw
.. 4 Ui 1A 22
'E=1225, o 37.0 TF
/ � r �_1226x0 � � - � � ♦ 1 rE=1238.1 w a,
_ 11.x' I FF=123x.8 37.1 TG ► , h moo•
/ � I 2B 1 13+3' �• � �� Q
I L I c� I 6.0' 2A 36.4 IE �•
/ % I ( I I o
/ �,• Ln 37.8 /
/ 17.7'
HP L
/ a x=9 � 0. go
FOOTING
i 42.2 TW / �
/ W02253ri 1 0.5' DEEPEN ` W=123L3 I 37.0 TF 1 0'
N
24.1 TG I I FOOTING I N I 4
/ 23.6 1 0.5' DEEPEN 23.1 IE 1 28.3 TW 31.4 4 I 3 .5 TG ' 21.2' m
f FL I FOOTING I 23.6 TF FL �= 1.6 TG 36.6 35,7 IE
/ J 29.7 TW 1232.8 M 30.6 CE FL 42.8 TW
43.5 TW
1 o
/ TF
-/ W 4 23.1 TG , 24. 27. TWE 30.9 TG 32.3 F 36.1 TG N 4 37.0 TF 37.7 TF
/ =" ``' 2:1 SL -� _ v 21.5 IE ` 29.3 IE kA 5 36.1 ` 'r: 35.0 IE
��// v OPE �� o vl N `` _ _ 4 a� _ g � 2:1 SL OPE
~ -- •- . r Q, 24.5 FS r 1 �n , ; � m F Q
N "• , N~ 5� 29.3 Tw o N N , Q, �`,; 5 - "' +
/ 4 r B w Nr1 ` r 04 N nI ►
24.6 TF _ _ _ cv •
100 -4
~ •�' 1
1 N
// 16.30 EXIST 21.1 FL 25 26 32.9 TW 28.5 FG �- 38.1 11/34.834.6 FL Y39.8 ~ -•
TC TRANSFORMER 1W W! 3 v I 28.0 TF o F 3 0 Tw
% c., m I % TC I I 28.8 FL Cn . I 34.4 I TF 1236.32 37.7 TF 10' SCE UTILITY
1217.30 U! n, ♦ w I 3 + as CURB 8 GUTTER + °Q
/ RIM EL I ° I I J I RIM EL EASEMENT
Ln
78 7 -� --t --~-- -----~
1 11T76 7.5/. ` --~
Z/ - - - -•�• _ _ 100' VC -
E =1 0
��~~� N � URB & GUTTER I
+-
rr 1
I
I �
CONSTRUCTION NOTES
O PLACE Y PVC (SCHEDULE 40)
SEE DETAIL SHEET NO. 1
3Q THROUGH THE CURB DRAIN
SEE DETAIL SHEET NO. 1
Q PLACE 4'PVC (CL 150) 0 9=2.0% MIN
INSTALL CURB OR WHEEL STOP
DIG A RT
c&Aa CAUTION: LD 99-203 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCAM
1-800-227-2600 UNDERGROUND FACILITIES IS Y�` Mx
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
]OSO CA 1 Dopa Awr11r
'Sulu 100
Calat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40
RlwrsidR
Cal I fernI a 9MT 0091 M-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESSt Designed by Drawn by Checked by
Drawing No.
COUNTY OF R I VERS I DE e.M. T-29-81 h OcHEc EMR/EH EH EMR RECOMMENDED BY: DATE: ti j CITY OF T DEPARTMENT OF PUBLIC WORKS
• Horizontal - P Prepared Under Supervision Of
Contractor I N 1 THE N.W. CORNER IN
THE INTERSECTION
W No.46904 ACCEPTED BY: DATES <<
OF RANCHO CALIFORNIA RD. WITH WRGAR I TA 1•=20� Exp 6 30-03
RD. I.0' EAST OF A 1.0' C.L. FENCE, 40' NORTH - Date _. - hZff
10 --26 - RONALD J. PARKS PRECISE GRADING PLANS
Inspector OF P.P. (NO NICER) 94' NORTH OF THE CENTER
LINE OF RANCHO CALIh NIA RD. SET FIBERGLASS Vertical l C1v�� EDWARD MICHCL-
RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT N0. 23371- 14
N I TNESS POST 1.0' NEST OF MONIAENT. 7T
Date Cmplt'd N/A For rk%'%* R.C.E. No. 46804 Expires 6-30-03 LOT NOS, 22-24
ELEVATIOW 1121{.410 (ADJ. 9-13-82) R.C.E. No. 19T44 Expires 9.-30-01 � Sheet 3 of 3
G:\d-13212\212pgd78.dgn
PLOT DATE:26-OCT-1999 JN 13212