HomeMy WebLinkAboutLot 231-239 Precise Grading ri
mmmmmm
GRADING
GRADING NOTES .,
1 . ALL GRADING SHALL CONFORM To THE UNIFORM BUILDING CODE. `
ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TEMECULA GREEK
IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER
THAN 10' . 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. - .
3. MAXIMUM CUT AND FILL SLOPE 2: 1 ,
AUV
4. PROVI P'. WIDE Y 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP v
DE 5 DE .B C?U IV ENT AL v
OF ALL FILL SLOPES OVER- 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE 'SUPERVISION OFA OUNTY OF IV SID CALIFO NIA �'
� '• NORTH
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL
HAS BEEN �Y PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILL 'OVER 1 ' DEEP. 11 IMM go NEW NEW ONE NEW
NEW Vii.
• PROJECT
6. A SUITABLY. QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE
BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF S ITE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT.
SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM -
FLOWS, ALONG TOP CUT OF SLOPE. 2MVICINITY MAP
t M2 231 NOT TO SCALE
8 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS
GREATER THAN ONE FOOT. TOWNSHIP „$„ SOUTH RANGE � WEST SECTION -21L
9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
. LEGEND
RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION STORM DRAIN S.D. ACCESS RAMP
BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE L .P.
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT �.oT NUMBER - 0
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ��-__
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP OF SLOPE T .S.
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE ��`--- �_ GRADE BREAK G.B. INDICATES LOT NUMBER 32
SITE INVESTIGATION REPORT. LANDSCAPE DEVELOPMENT L.D.Z.L.p•z. INDICATES UNIT TYpE ---- 1L
(L==LEFT GARAGE; R=JR I GHT GARAGE)
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY --� -- -
RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF=1173.0 ,
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT EDGE OF PAVEMENT E.O.P.
INDICATES PAD ELEVATION - - --- PE�11T2.5
LINDA COURT
GRADE AND DRAT-NAGE INSPECTION. THIS INSPECTION MUST BE APPROVED � WATER BLOW-�OIrF
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 00M.00
TOP OF CURB T.C.
THIS LOT REQUIRES A BACKWATER VALVE 01
11 . CUT SLOPES EQUAL TO OR• GREATER THAN 3' IN VERT I CAL HEIGHT PER SECT. 409 of U.P.0, PER APPROVED �-- B VV
AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP )
I-E I GH.T SHALL BE PLANTED WITH GRASS OR GRA COVER TO _ HIGH POINT H.P. TRACT BOUNDARY - -
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL FINISHED GRADE F.G. EXISTING CONTOUR �-------(14 30)---�'''
OF FINAL INSPECTION. ,
235 FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN
12. NO FILL SHALL BE PLAC b'ON EXISTING GROUND UNTIL THE GROUND �' .237 AV 2N - _
HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL. AND OTHER ---
r r r � �,
GARAGE FL-ooR GF 0000 0�
2_: 1 SLOPE '
DELETERIOUS MATERIAL.
FINISHED FLOOR FF` 0000.0 CUT-'FILL -- -•-��- -- �� i-�
13. IF STEER SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM WATER SERVICE W AIR RELEASE VALVE
NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE
momAPPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT F IRE HYDRANT
OF FILL MATERIAL. womSEWER SERVICE - ---Q
14. '"ING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCT I ON
INDICATES AMOUNT OF O DRIVEWAY -- V' _N
OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING
CONTROL SHOULD BE PROV I DED TO PREVENT PONDING WATER A1�] INDEX MAP SCALE: 1"=40'
STREET LIGHT'
. DAMAGE TO ADJACENT PROPERTIES. CONSTRUCTION NOTES & QUANTITY ESTIMATE �J � � sloPF -- ---- � �
EXTRA DEPTH FOOTING
15. . DUST SHALL � CONTROLLED BY WATERING OR OTHER APPROVED �• QUANTITY _UNIT
METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM--10) . Q LOT GRADING (9 LOTS x 50 C.Y. ) 45Q CY 0 120 3g' 35'
4O 0 40 8 � 35' 35' 35' E
16. AL.L EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 35' a
CONT I NUE TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE GRAD ING NOTES CONT .
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT � GF<AF'H I C SCALE PLAN 3 `�
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 24• ERos I ON CONTROL: ALL"GRAIDED SLOPES SHALL BE PLANTED WITH PLAN 1 PLAN 4 PLANS w PLAN C
ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED `� - ►�
17. STABILITY CALCULATIONS WITH A FACTOR OF- AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION ¢ t
TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENG I NEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE
ENGINEE 7/CE NIRA CT R
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS,
30 IN VERT I CAL HEI GHT.. 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, _
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. ,
DEVICES PER U.P.C. CHAPTER 10-R. TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR TYPICAL OVERALL FOOTPRINT DIMENSIONS
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP SC ALE : 1„ 4O'
SPECIFIC ELEVATIONS ARE REQUIRED. , THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER TO THESE LINES OR STRUCTURES. P/L
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4' MIN. COUNTY OF RIVERSIDE
WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE DEPARTMENT OF
ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. BUILDING&SAFETY P�� - - - �
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FlrO EIfl. -fI 3'MIN,
STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION! CONTRACTOR FURTHER AGREES TO, T
APP X!/,O - A
20. FINISH GRADE SHALL BE. SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, Review-o �I;�
" REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
AT NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM OF 3 FEET.
26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE Approval of tr�ese plans shall rpt be c ondriml to be z z
21 , "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP THE CONTRACTOR SHAD. 8E RESPONSIBLE 8FE TO REPORT DISCREPANCIES IM PLANS AND/OR HALO CONDITIONS permit for,or an approval of, any violation of any -: � � A wiz
" IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE SEc-nON A
ft provisions of the state or county laws.This set of -
SHALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATEW"s must be kept on the job until completion. <
4
AL PROPERTY CORNEAS SHALL CLE Y DE I NEAT I N CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED THAN 5' IN VERTICAL HEIGHT 15, Tv '5, M w
22 L L ARL- L THE BASIS OF BEARING: CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED (ptfPT (E1ftPT
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING: " " BY THE PREPARER OF THESE *PLANS". 5 0 E3 5 5 B tl� C 5. C
THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS TRAK P L MIN M I N MIN I �[
23. A SUITABLY QUALIFIED AIS] REGISTERED PROFESSIONAL I OVAL SHALL S'UBf�+I I T AND "MATH" POSITIONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5 AS 5' MIN N. VAR. P�- 5' MIN N. VAR, 5 MIN-VAR. / Ian? ■�}
TO THE BUILDING AND SAFETY DEPARTAENT WRITTEN CERTIFICATION ( OF ) 6 MIN. P - _ � - 6� MIN. 3' MIN. 2' 1
SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS 3 MIN. 1 1 3 MIN. u7
OF COMPLETION OF F I NAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE � -- * * MUDS I LL VAR. * _ z '
MUDSILL VAR. VAR. MUDSILL 6 MIN.
PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52049'02.84" E. �-- -LL--r ? m
ENGINEERS NOTE: OWNER •DILLS ENGAGER LEGAL DESCRpTION -0
y _
DIO Its' » P4AN W p
THE PRIVATE ENGIPEER SIGNING THESE PLANS IS CENTEX MOWS PETRA GEOTECHNICAL . A PORTION OF PARCEL 22 -� PARCEL r, r 12 MIN P z -4�� cr
RESPOhIS I SLE FOR ASStJR I NG THE ACCURACY OF DESIGN 12 MIN. �12 MIN.
_ `AN �,
WARDLOw CIRC1..E, SUITE 1 27620 MAP 27387 _ 6 � sx
f
DL4L TOIL FM AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103 4 N TO 3' " MIN. 6" MIN , E8 �` .Mix ^
EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEMECULA CA 92590-5661 �._. __�.__ ___. _ _ P�
1--$�-227--Zf� TEL 909.279.4000 THEN 2� MIN 2. 1 MAX.� 6 TYP�� .�% MIN. -
' 2 0� MAX. 2. 1 MAX. SIDEWALK
-- 4
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 20% MAX. MIN• 20% MAX.
ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING 909 99 197 FAX * -� UNLESS OTHERWISE NOTED * �- UNLESS OTHERWISE NOTED CURB
AT LEST TWO C1Y8 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ( ) 6 -S F o ,
BEFORE YOU DK3 FOR APPROVAL BY THE COUNTY.
B SECT�oN c -� D I STAN�tG'E FROM RIGHT OF WAY TO THE GARAGE CORNER
LOOEFMOUND SERVICE ALERT OF SOUTHERN CAUFOFNA SEC110N MEASURED PERPENDICULAR TO THE PROPERTY LINE. � u
'.SE:AI_--GAUNT( SEAL-ENGINE:FR DRAWN Q '
NOIE: COUNTY OF RIVERSIDE Pu►Nr.�No ol�e�mN ■ coN�rRuct�oN BENCHMARK: T-'1--_81, ELEV. 1026.4?_$ ,ILF/.1E TRACT No. 23C+s5- FINAL PHASE IP -- SHEET N0. v
WORK coNTA I NE0 w t TH i N THESE PLANS T
PORT DEPART T QRp�L 5 51 pH 2 1/2" BRAS DISK IN CONC. CYLINDER 2.4 Eslcr�ED
SHALL NOT COMMENCE UNTIL AN _ � '�� MILES SOI/THEAS.I ON HIGHWAY 79 FROM EL/JG COUNly CF RIVERSIDE 1
APPROVED BY �Q !�` 1 � ■ ■ ■ qt
275W YNEZ ROAD,Surf 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED �,
ENCROACHMENT PERMIT ANO/OR A
L cr TEMlE0LLA~CALr-0PNIA W591-467`9 MAT ' A
GRADING PERMIT HAS BEEN ISSUED. r .r ,.
� TEMECULA 53.5 SOUTH OF C/L HIGHWAY
The private engineer signing these pl ons is C CI N 13 U i,TI N G ",67e.e042 • FAX 909.676 7240 . www.RW.com
u, No, 43090 '79, 3.2 EAST OF GT POLE (GT 2453), 300' SCALE OF--?-SHEETS
responsible f cx assuming the occurac and KHALED A. OTHMAN DATE: � AS SHOWN PRECISE GRADING PLAN _. �
y R.C.E. No. 3395a Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWFFN -�- FILE NO. <
acl±eptab i 1 i ty of the design hereon. In the event -- � � PREPARED BY• MICHAEL A. TY N R.C.E. N0. 43Q�Q_ ►--
OB NUMBER
of d i screpvnc i es•qr i s i n after county approval ,or FXP. DATE: 6-•- `'�' �'I V l�- ��! EXP_ DATE: 3-31.-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD 15-100455
LOTS 231»2319 Q
during construction, th private engineer shalbe tF ,Fps` FENCE LINE RUNNING N. & S. SET FIBERGLASS t�
responsible for determining an rxeeptable solution •. Of' �►,�� DATE FOR: W.O. COUNTY
PRECISE
and reviewing the fans #ora approval b the taunt DARK BY DATE APPR. DATE �`-� � _ DATE: Z).. .. WITNESSPOST 1 SOUTH OF MONUMF'NT. REDHAWK RLE NO. �• �.
9 P pp Y y NGINEER R E V I S 1 O N S COUNTY MMFNDED BY BOYLE ENGINEERING DATE: �----w Z
-✓.... �-...+.r..r----••----"--=-...-.--�-..._��.-».Awri....Aw...-....�....w:+a,wr»•+.LNKn.F :L+-�-.:.+.:a.ir..-..��_.-. �.-n-w++r<.�.._.r-.n...,.r«✓ ..... -..w-... ....«-.__....r.._.,. .,.... .: .. '. -.
73.0 67.33
FG 63. 11 ' TC
71-7 L.� 9O.8.5� � ._._ ._.... -W � 51 .Od .� � _... -__ ---- 51 .00
'
68.4
o l FG Nil
f ,�
%"7
_ cv 70.100
1 f
C14 0 FG
72-15 qt
w I CV) �, w I I U ,
n FL-+P o co. t ro LO81 1 6
o ? ... .` 1
OD
3o I 11
r
4 9S 73.0 73.0 Z 8. 7' 7.1 1 �' " . +. • I
1 FG G z 70. 1 LL *�*
70.1 8.S7 .13 1-9(87' '' 23.63
FG =• 68.4 68.4
10
433\ 2 1 l '
t FG FG 1 z 4 0
72.d I z $ 1�r
� _ FF=1z73.s 5 FF�1270.s + g � 1 (>!e
PE=1273,o Ft--GB 2 r. I=F-1267.2 ` 1
PE=1270. 1 >K I I I
� � � PE 2166.7 I 1 .
I o 73.0 72.e 1 z.
,� t cy FG 70. 1 69.0 FF-1268.9 1
• r` FG 5
34. GF=1273.0 5 FLIM PE=1268.4 67.2 r-
8. 7 =12M.1 69.9 FL-,GB I ~ f I 1
1 1 69.1 FG 68.
v -GB FG 68.4
r.• FL $ 6 - r
1 I / . 7 /GF=1268.4 FG i 7' u I
I 1 a t~i o N 17) ��. l 67.5 •( 28.21
r
I 70. v;v, �• N to • '�' FL--GB '- 64.47
( ti� �� ��� � + I
FS - TC
I I 1.83, .- 67.25 'd•
00 70.8 '� FS
• I S 11 S
n 44. 7 N u�
Ao I ti� FS
I ACO' 9. 26,E / 4'
I of $ S ,." Q. 9 0 _
,... . .
CID
W S S .1
N .
fill LINDA COUR
y
r 3
Sill-
S`wA
71 .3 TW m
$ 68.0 TIF N S o S S N
$ 9.64'
1 7 .21 5 38.37' 40.
_..
1 I S � "^ .
70.48 '* N S S6` '� ! 1 `IO �� 63. TW
x • _ " \ .7 - ' «; 65.8 . I •_ 5 '� 61 . TF
FS } -7 . � 68.3 �� � 0 66.8 N N �; � !� �
/ 31 3L.' FS l: °' l 1 62.01
67.7 N N $ FL--GB ,,y o 6.5.o TC
FS _ ( ( FL-M 3
' 5.15
a; tu_' 69.6 I i =1 .9 1 •r t� rl I W 1 E
°° r� m� • N 5 FG � .4 4 67.5 � � 61 .6Z �
24 7 72.0 I ?0.2 GF=1269.6 69.2 .1 5
FL-M cv FG "►O "-, 6F 126fi TC
I FL � ,-- 2
/ GFS 1273.0 5'- - �" •1 a 65.8
72• K��7 .-
/ 72.8 FI.--G`B °$ -- 6 0 $ 39 1
B.B7 = C
I- T3 1 1 FF=1268.4 (5 .... ~ lot
72.0 1 7 . 4 I 2R p�� I �Rj r-
I .1 I ��
� �L�1267.9 I
FL-GB ? FF=,z7o. , 69.6
FF 216fi.6
\6Lj 164 �
. j ttt I PE=1269.6 FG IK r- 67.9 >� PES t 266. 1 K
I -- - 6 .- r 6/ .9 " ,
/ I=F 1273.do
.. G FG 5
PE=1273. 3R a 69.6 1 86.1
6 FG .41
3
lie
5 � FF*1271 .8 I w a 66.1 FG 10
1 ' 73. 73.0 PE-1271.3 - T- FG
/ --� I - N 1
FG FG 5" 187• i?` TC ca-
F6 1 69.3
/ / o co �•- 71 .3 TW �a 17!
SCALE: 1"=20' �
/ / �'`� '"�'• "' -- ..~ 0 68.0 TF __
/ VY
74.0 �`�' ( 72.3 � 70.6 1 68.9 1 67. 1 1
/ TS 90.45' TS 50.00' TS 48,00' TS 48.00' TS 59.59
TC
T1 �7 I
63.8 TN
9.1 TF 20 0 20 40 60 z
GRAPHIC SCALE v�
. N
COUNTY OF RIVERSIDE y
DEPARTMENT OF
Q A� BUILDING a 4
�� �� - G 8�
APPROVED
DT
A t ** r� REVIEWED 9 / � Z
D�TQl.RI.�FREE
1-800--227-2600 Approval of these plans shall not be construed to be a
Permit for,or an approval of, any violation of any of
the provisions of the state or county laws.This set of p
ATr plans must be kept on the job until cornpletian.
BEFORE YOU DKi
u DEF040 ua� ALEW OF SOUTlE N C�
SEAL--COUNTY SE Al.•••ENONE FR q
COUNTY OF RIVERSIDE
DRAM TRACT NO. 23065- FINAL PHASE IF' --010094 v
PLANNING ■ DEEISM ■ CONOTRUCTIbM BENCHMARK: T_1_81, ELEV. 1026.428 Jt_F/JE SHEET NO. �
WORK CONTAINED WITHIN THESE FLANS T PURTATIaN DEPART T �E S S1041, - 2 1/Z" BRASS DISK IN CONC. CY1..ANDER 2.4 DESIGNED
SHALL NOT COMMENCE UNTIL AN MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY Off' RIVERSIDE 2
ENCROACHMENT PERMIT ANO/ A APPROVEDBY ����D c ��� Tr�� fy� ■ 27556 YNEI ROAD, SUT'E apo
INTERSECTION OF MAIN AND FRONT STREET IN NECKED ,� ,
_ __ CLX A,CAUFO MA 92591`4679 MATSCHEDULE
GRADING NG PERMIT HAS BEEN ISSUED. ~ C d N S L!LTI N t3 t1�.676.s3042 • FAX 909 676.7240 • www RBF corn A
The pr i vane eng i neer s i gn i ng these p I ans i s _ TEMECULA 53.5 SOUTH OF C/L HIGHWAY 2
responsible Car assunoi ng the accuracy and No. 43090 � 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE OF SHEETS d
acceptabi 1 ity of the design hereon. In the event { p PRAST OF PRODUCE STAND MIDWAY BETWEEN AS SHOWN PRECISE GRADING P'1.AH Q
g DATE: Ex 3J3t/o4 PREPARED BY- MICHAEL A. TY M N R.C.E.R-C.EN0. 4 9 I
�.�o_Q FILE No.
0f discrepancies arising after county approval or �,. C1V�� �� EXP. DATE: 3--31--Q4 P.P. 75581D AND P.P. 75581 ON LINE WITH qLp OB NUMBER 0
during construction, the private engineer shall be .!x _�4� 15-�100a55 LOTS 2M- �
FENCE LINE RUNNING N. & S. SET FIBERGLASS
responsible for. determining an acceptable solution � � OF �f+V\��r � � DATE FORS � w.o. COUNTY
and reviewin the lans fora roval b the count �A 8Y DATE APM, -DATE �-- DATE. WIT"NESSPOST 1 SOUTH OF MONUMENT. RB 3HAVVX FILE No.
9 P PP Y Y ENGINEER R E V I S I d N S COt�1fY MMENDEQ DATE: -�___.__ y