HomeMy WebLinkAboutLot 1-21 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER PRECISE GRAD ING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONEACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
33. AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
TRACT NO , 23371 - 11 PHASE 2 NORTHWIND LOT NOS , 1 -- STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
2. MINIMUM BUILDING PAD AND DRAINAG SW -. ! ! 21 „E ALE SLOPE SHALL BE 1y.. BOOK 11 ).
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TDP OF CUT OR FILL SLOPES. ,,• PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . 0,0'� �� ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL �w� 0
0'' y � THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
FILL SLOPES OVER 5' HIGH. TEMECULA 5 WAY 0' PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5, PARK S J TE SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ��� SITE S�,F � "` cl��', REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Fq4 r�." 5 �A
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � �. o r � � CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. .c •� �F �f s}� s � SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
�,0 INANYWAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
/�/ WITH SAID REGULATIONS AND ORDERS.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S A � �7 I
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF rrole
42 O ��' � `
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR r ` CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO CALIFORNIARNlA f�� J �� S T C93 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ,� r C �'` J r r r REE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
yp �, •r>' J 5 7 r ti ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, 'QO c�,Q •� J 4 65 7 59 -O CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
ALONG TOP OF CUT SLOPES. RANCH req �Q. f' �w 0 9 0 '� TWNTRTAN CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
Q' �, 3-7 �O _ 7� f 72 � J �� OWNER D CIVIL ENG I EER HARMLESS FROM ANY AND ALL
'' LIABILITY, REAL Ofd ALLEGED, IN CONNECTION WITH THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 �� ,'! 3� C.,� 6 J �� 7r}75 �2 � ~� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
THAN ONE FOOT. TEMECULA t7�� ,f` 27 73 � J r � �7 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. Q► f'� �� �� 7 J 7� F• 92-3 ��
.� 28 3 7 0 ���� JJ 0 4 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTDN 8� ASSOC. DATED � I�r' t'p UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
JANUREPAIRYDAOTEDINOVEMBERAND A291 GRADED RTWORT OF SETTS OFNTHERFDING AND INAL COMPACTION `' 6 9 3 ONP� JJ2 ~- C) \0 ��� A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH VICINITY MAP Ie �SS� � t� -)� ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION off 5 30 �GFZ 97 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 7 q 'I G� �j SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
OF THE PRELIMINARY SOILS REPORT. ��' � ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
3 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 �' �9Q� AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
2 DAMAGE OR PROTECTION TO THESE LINES.
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING _ � �
_ TRACT N 33
s~4� 4
PERMIT FINAL INSPECTION FOR EACH LOT. � "-^�------------ INDEX MAP
1' LEGEND
PHONE: (909 ) 694-6411 •- 7 :2 1 "=200'
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5IN VERTICAL HEIGHT AND FILL +ti $ TOP of WALL _________________________________________________________ TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE ...... BOTTOM OF WALL ________________________________________________________________________________ BW
r
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM �.�:, 0 -'
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
TOP OF CURB ELEVATION --------------------------------------------- TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
PAD ELEVATION ------------------- .......................... PE
r FINISHED FLOOR ELEVATION __ __ _ FF
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 'I � _ _____ _ __
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS + FINISHED GRADE ELEVATION FG
MATERIAL. `r ,. ---.....---- ...............................
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
CDLF CO]JRSE HIGH POINT HP
��� '�' TOP SLOPE TS
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL TRACT N�� X3371 �-9 -' ,���� �,., ________________________________________________________________________________________
G ,
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A •'•.
FLOW LINE ---- FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
TOP OF GRATE ELEVATION ------------------------ ........ TG
*! H
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE F INIS FLOOR ELEVATION __________________________________________________________ GF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD ,� �':•, :'
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENTEXISTING ELEVATION ________________________........................_.......________________ (91.70)
PROPERTIES. `�, �*�
FIRE HYDRANT LOCATION ___.---M M M.................. .......
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT --------- ..............m...... ....................... ---------
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
DIRECTION OF DRAINAGE FLOW ............................
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ________________________________
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. APPROXIMATE LOCATION OF ELECTRIC METER .................... .. . .
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ...................................................................
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE WATER LATERAL AND WATER METER LOCATION ......................................... D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT. 0 z o ELECTRICAL TRANSFORMER ________________________ ..._.._...... ..............
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = w i POWER LINE AND HANDHOLES _________..............._------- ........ D
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE �- o 00 TELEPHONE SERVICE ............................................ ❑
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN w PL m ~U- T
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED9 THE r- 3' MIN. Uj U GRATE ..------- ...................... ................ ❑
a c� 5' MIN. a w
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. w X;Z AIR VALVE.
W ~? ~w
cn�_ ` ) TELEVISION PLATFORM
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA O00 1, ,l oo ___________________________________________________
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. Imo. C,w 3 MIN.
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 2y. 01%. BACKWATER VALVE - g
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION 21% MAX" AC LOCATION ___.----
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 2 M1N•
CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICALMAX.
GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R.
GRADED 6`101IN.
LOT FG. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN 1��' PER FOOT FOR A MINIMUM OF 3 FEET. A IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.PERMITTED. NOT TO SCALE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
ESTIMATED EARTHWORK QUANTITIES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
BACK OF SDWLK PLAN PERMIT PURPOSES ONLY AND ARE NOT To BE USED FOR FINAL PAY QUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE '� 2 NO. LOTS CY/LOT TOTAL
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG �r___- "-"
UPON REQUEST, HE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PLAN _�--- INDICATES LOT NUMBER
T FF=100 0 FF=100 0 21 15 315
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. __- �---�•�µ\N. - ?; PE-99.3 FF=100.0 INDICATES FINISHED FLOOR ELEV.
PE=99.3 PE=99.3 INDICATES PAD ELEV.
R/ A 1 2 3 INDICATES BUILDING TYPE
•' /r HP
CURB .0* * LAN
F
PER LAN12.07. a•
'
..
-MAXMO
� � TF TF
R PLAN
PLAN LAN ,
• ' "�.5' MIN. 3' MIN. 1Y• MIN. F o "'0 10'MIN (TYP) RIGHT OF WAY
DIG ALERT '. � .w __-„ __ .�, ___... ___�,� LAN �N
TM FG 7DEEPENED FOOTING
� LAN AS REQUIRED. .
CALL Q UTILITY SERVICE POINT EXIST. CURB AND GUTTER
BEFORE " W LD99- 107 GR
YOU DIG! TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS
1400-227-2600 NOT To SCALE • ► RICK IENGRqMNG COMPANY
UNDERGROUND SERVICE ALERT
NOT To SCALE
�I� �� 3050 Chicago Avenue
Callat least 2 working days prior to excavating. 110-,�■,�
����� Suite 100
Riverside.
til Cal 1 forn i a 92507 (909) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by
SCALE pF�ESS�py� Drawing No.
COUNTY OF RIVERSIDE B.M. T-29-81 ��d 41CHEL Fyc EH EH EMR RECOMMENDED BY: DATE: 7 � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal �; �Q� ?, Plans Prepared Under Supervision Of
IN THE N.W. CORNER OF THE INTERSECTION w No. 46804 z ACCEPTED BY: DATE: 7/2` f�
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'-200' Exp.6-3o-03 ��� PRECISE GRADING PLANS
Inspector RD. 1.0' EAST OFA 7.0' C.L. FENCE, 40' NORTH Date RONALD J. PARKS
OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER0.
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL AATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371- 11
WITNESS POST 1.0' WEST OF MONUMENT. STT CIVIL �p
Date Cmp It'd N/A 4 F a� W-N, 0' R.C.E. No. 46804 Expires 6-30-03 - �� PHASE 2 N O R T H W I N D, LOT NOS. 1-21
ELEVAT IONS 1129.410 (ADJ. 9-13-a2� R.C.E. No. 19744 Expires 9-30 01 • Sheet of 3
G:\d_13212\212pgd31.dgn
PLOT DATE: 15-JUL-1999 JN 13212
--
---------------w-___-_-_-----~-_ -_-_-_---__-_1_-_-w-.._wl__��_� _- _ - �-- __j------ /
ww_
,X
__j
- .� •w /
TRACT N0j 2 3 3 J J ` 's/
TEMEKU DRIVE
7
-........_______..__ ..._.... .... I
(19.61 TC) 12.4
FIG
19.8-Fw -_..__ __ -w -_---.._. _ w 07.4
- � w
• Jtii
FIG
18.3 .!•7 1, ` { r`•r "`"'-+ ►► -Ate• - / i
.09 FL h� FG w„_-rw_`' 02.4 �_� / ►.-, /\`
•. • 18.119.3 __FG
FIG A'
22.7 FIG `1•
61
FIGr - _
• I w.
•• y w, ► ► --+-`+r- 97.4 / �_ ~wr w.► rr
r ► -w w r-- - w y ---
Q Q
••• I • 18.0 . 17.8 0 Fa�G
7 .r► , w FG \ -.w '-■~.r
• 17.1 w' 1 ► w...w�+w 'rr w
HP 1/. MINNI
c HP ti FG
�;� MIN
18.1 FF
IL4.5`- 17.1 TF 175 - •- w- ' -•
_ M
• 17.5 '•- - � � -
I FL FL r� 17.4 -:`.
r
17.9 I -.-
T I FL 17.5 I I HP �•°'• 17.7 ?••�S ~'+.'-+.
" r ~r
I ' FL I o 17.1 FG r 17.5 [Diad- ,--..- % _ "•:,..+_ i
I • I FL FG
CID
w _
Cn 2 1-
I 1 5.0' 1 PE=1218.11101 1 17.1
17.2 114 +'•-:�.w_- ~'-,_�`-, ". '
PE=1218.3 FF=1218.8 I I FL o HP
FF-1219.0 5.0 3C ,3 - _MIN -
Q
I I IRA I I I PE_1217.7 821- M
17.7 FF .7 FF-1218.5 r ` -``-
I w I 17.a Fc I IRB
It
16.7 TF I +. ---
I I 1 16.8 T 16.7 FL
r• w+- -w r
' ' I I GF=1218.3 GF=1218.1 FL -
1 16 9 17.0 1 I" 16.8 // r
I J I I 117.3 I FL FL Q FL r
�
FL 16.9 1 I GF-1217.7 = 4
Z 18.57 9.2 FL I I GF 1217.5 PE-1217.5 � _
I O I FG 5.1' 16.4 i 5.5, FF=1218.2 rr `-='-- ,` %
FL o � FL 16.5
,�O• li LI ` (A A ti 1 2A 17.5
.- li FL
lui 6.5
o� `° FL 14.0 F� 1 1 .8 F - / 38.9
N 4.0N � ,� 1 2 FG L& FG
. °� car �' L-2 s /
TRACT ��J � 29033 11%I Z ':; � 16.2 ATF � � o � � � 4.33' 2.00' -
O I 33.0 L=41 L=28;3 '+ .� ' n, �I ': eti ``n i 163 14.7 -
U �, r FL F 1 R/w - .I "f
C\1
o y 13.38 --5:5-
0
� .,
•
__C�-,a jW -tr
1111111 dw, FL
16.80 � - 15.92 0 . ~-'- L=57. 1 1 84.2 FG
I � ° I Q' ao � � . � ,. 76 ,
FL o -� FL o _., I Nac�° 15.51 �` 3 /
T 2.00 I 11.00% .-
_� - _� - I c� 11 FL Q, ~ 14.10 '�r - .' 9q•O / ,
' , 15.0 " 3 FL
r- -�- _$ - '1 FL m -� CURB r
I n, 1217.17 16.36 ° �-
15.89 - / --�IUTrER ((``
I I I J ,J Ln :00 1215. m •�� VC ~-y► J�y , l r
RIM EL FL v FL v cv cr� �� �� �1 CO : :• ,
RIM L � ... T � UR�"
I 40
15.25 13.9 FG r
2 :.
• . ti' FLT 1 ao 0.53% EXIST FH o ,
35.32 � �, .� 6. 0'
=59.5 � 14.69 _ _ `
R1W ~` W"
LO
,
115.47 �: 7.0 L k-4 06m o •- URB 1214.15
FG '� N N o `�' 17.1 v CUT rER 14.18 nrRIM EL JFL FL o - FL
I :'• •�' tri °p � � :•
6.5
1611 18.0 FG 1 ^' co %� -1 �' 13.69 u, a°T G 13 17.3 I I 17.3 17.0 TF I «� i v- 1.00, FL
I 4.3 TF 17.4 FL I FL I
N I 1 FL 1 17.4 r
I GF=1218.5 FL / ,N `�
I 8.5 T GF=1218.5 16.1 16.0 `O `1 q, `r �,, 113 ;! ►r
M FL FL a.• �o r
I -
4.3 T F 5.5 16.1 o
13.7 T I - 5.0 / o a.• v, rp �• /
10.310 5.0 I 9 GF-1217.2 16.2 FL r �, ._,� �? �• �; 'o `
I I PE=1218.5 I I - I FL 17.2 TW / N� /o �•
I PE-1218.5 , Q n, 15.2 TF 1 r
I I R/W I 1 FF=1219.2 1 1 FF=1219.2 I �o, , 14.7 TF r
1 1 �• 8 = � •- 15.1
I I •8 3B ICR PE=1217.2 GF 1217.2 14.9 15.1 r
8 5 TF FF=1217.9 � 7i FL FL 15.6 FL
I 3.7 5.5' PE=1217.2 r GF=1216.2 FL r
h3.0 T 3A FF=1217.9 4 r ,
I I I 17.9 � 2C � � 'f
I I I FL 17.9 I 16.6 R 6.1' GF=1216.2
I I 17.9 i FL I 5 -
I 1 17.9 � FL 16.6 'Q PE=1216.2
I I FL FL I I 16.6 I I FF=1216.9
LA 1% MIN �� FL i ,
I 8.5 TW � 1 - I - - --� 6 FL , PE=1216.2 2BR
I 3.0 TF I 18.2 , b _ _ 1/. MIN 16.6 FF=1216.9 5.0'cv 1/, � \1�11%1M 2.4 TF HP o M1N �N 3B 5.0, r
r4lrn a, 18.2 FL Q !
cr; - �.� - 15.6
16.9 i
• .
112.76 1.75 (\j
HP 16.9 d
. •' :. 18.5 - o HP '' 5.6 FL
I I :: FG 18.5 18.5 HP r
I FL I � FG� HP 18.5 f 17.2 TW I 15F6 FL 1Y 13.7 TF
CAUTION: ' �� I ' "• 51.58' 40.4Q� FG 17.2 M 14.7 TF , L � `•MrN *10,
r
I 18 5 TW � � 1i 15. - , ► � �
I rn� 52.54, 17.2 17.2 _•_At 15.9
EXACT LOCATION OF EXISTING 51, _ FL � Q
12 4 TF m _ 22 F`..� G _ _ HP r
UNDERGROUND FACILITIES IS I 13.5 _111• 13.2 13.5 13.5 51.221 17'2 16.2 15.9 1 �� o
UNKNOWN. CONTRACTOR TO , 13. TW •�` HP F `-- 53.78 FG HP N ~ ,
VERIFY IN FIELD. FG _ _ �~ � _ G FG 13.5 14.3 45.09, FG 4 16.2 16.2 '
12.5 TF 1/ MIN 13.2 FG FG 14.3 9'26 FG � 16.2 hay
I I _HP F�/ 1 14.9 46 30' FG '
DIG ALERTI 14 h ,
FG 3 �_
I I N I 12.9 1% M1N - ' 14.0 FG FIG HP 6 14.9 14.9
I °p
� I 12.9 12.9 FL FL.
� ��. _H _ ` FG FG N 14.6 14-9� it ,
FL FL 14 13.7 1% ' -� 14.3 1/, MINS . r ^' HP
FG J,
CALL •O • MIN F "� ~ a r' L D 9 9- 10 7 GR
0-
BEFORE
I I 10 I i co r HP FL 13.7 L 14.3 1/• MIS o r
YOU DIG! SCALE: 1'= 20'
1400-227-2600 SEE SHEET N0. 3 :►'�RICK ENGINEERING COMPANY
UNDERGROUND SERVICE ALERT �7 'AMEN'9�
20 O 20 40 MEMO R I vers I do,3050 ChICOW Avenue
Sults 100
Carat least 2 working days prior to excavating. O!!" California 92307 (909) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VOESS� Designed by Drawn by Checked by Drawing No.
1CHE EH EH EMR RECOMMENDED BY: DATE: l� CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal Q Plans Prepared Under Supervision Of
Contractor � � t
r W No. 46804 z ACCEPTED BY. 7
DATE. PRECISE GRADING PLAN
SEE SHEET N0. 1 1"=20' Exp.6-30-03 Date RONALD J. PARKS
Inspector EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
Vertical -� � TRACT N0. 23371 11 �NORTHWIND)
`Tlgr CIV 1�. ��P
Date Cmp It d F o¢ 46804 6-30-03 $ _r LOT NOS. 1 10N/A Ori' CXIL R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 �• ''�' Sheet 2 of 3
:\d_1 1 \ 1 pgd32.dgn
PLOT DATE: 15-JUL-1999 JN 13212-D
SEE SHEET NO. 2
0.
00 0 I 2C , 6 1' w• ..
.7 TF I I 16.6 1 5.0, I PE=1216.2
1 h3.0 T 1 I 1709 17.9 I 1 r FL 16.6 1 ; FF=1216.9
1
I I I FL FL I 1 I 6 2BR
1 17.9 1 FL PE=1216.2 5.0' ,rtr
I 17.9 16.6
FL 1 6�, 1 FF=1216.9 11 5.0,
�I FL 1% MIN _ _ .� ` FL 16.6 -% MIN 3B 1 15.6 ►'
1 w �� �8j.2
t�_ - 1/. MIN 1% MIN - _ FL
a.s TFL
3.0 T F � 1 N o
�l . ~ � ,�„ 16.9 0 5.6• o� FL 13.7 TF ,
I [12.1 TF 1 HP C4 16.9 co HP 1 15.6
rn vHP o ► %1
1 1 I 1.75' NHP M "� 17.2 TW FL 1 _ MIN
112.76 1 18.5 18.5 18.5, . � "' 14.7 TF 15 15.9 ;
F G F G I H 18.5 17.2 ��_MIN FL HP 0 ; ►'
I FL ,.� ` � ' o ► ►
40.40' F G 17.2 17.2
t ,
51.58' 52.54' 51.22' `� G 17.2 15.9
FG 16.2
18 5 T W . l 0 51.22 F G HP cv 16.2 16.2 16 2 % /
53.78' COD
12 4 TF - 49.26' ,
rr • • - 13.2 13.5 13.5 45.09' FG FG r
I 13.5 14.3 46.30' , FG `" I
I _I HP FG FG M 13.5 3 14.3 13 14 14.6
i 13.51 TW FG - N 13.2 N FG FG FG FG n 14� 14.9 1�9 1�
1/. MIN to FG 14.6 , ► /
1 12.51 TF _ HP - - N 14.0 FG , - -HP - FG FG N FG W ,`
o ' IX
12 9 - 1% MIN ao - --�_ �HP 14.3 1% MIN HP
1 1 12.9 pi �- _ �`' 1/• -�
1 cv
FL a13.7 1/ N MI FL 14.3 MIN
1 1
J i 12.9 12.9 FL 14.0 13.7"" 12.4 TF
HP FL 1 r r
I I FL FL I co
_ _� I FL
I I 10 1 5.0' 1 F 1/. MIN - ~*...- \ , 1 FL 14.3
I5.0'sub- 13.7 FL r ,
1 1 PE=1213.5 12 13.7 FL 5.0' s.0' 15 4-�'�1
„
I FF=1214.2 ' PE=1213.5 F L 13 1 PE=1214.9 I PE=1214.9 5.0' /
I I I 5.0
IRC FF=1214.2 I =� 4 I I 14 FF=1215.6 FF-1215.6
I I 1 13.0 FG I I 1A 1 FF=1215.0 1 PE=1214.3 5.o, 1 3RC 5.0' 1IcI ► /
1 1 12.0 TF I I 6
2RC 5.0' FF=1215.0 IF ,
1 ► 1B ► ; ; /
I of /
1 1 12.4 TF r r
I � � GF=,2,3.5 1 GF=,2,4.3 I . �-- cF=12,4.9 ' '
1 1 ► r , /
1 1 i 12.3 1I GF=1213.5 1 13.2 1 I p 13.8 I GF=1214.9 r
111.09 11.712.2 FL 1 1 5•0' FL 1 GF=1214.3 I FL 13.7 ,FG 1 12.3 13.0 FG FL 1 ► 13.1 13.8 FG I FL ' 14.7
I
JFL I 1 FL 12.0 TF 12.2 FL 12.8 TF �' ,� FL 13 6
1 1 r r
•�h �, M 'r- ► IIII I FL 13.2 rr r 13.0 �l o: o`` �1 FL 1 rr
'�' O r` to o;u. v- vy .\• ;` , FL rr; 4b \.U.to
.F r .75' �' N a
rr
H cti r F 6, LON r t
• rr
r� �,_ E 290331 1 4.49' 1 =24.26' ► ►
TRAO r N0 I I •.. EXIST RETAINING WALL
1235 " Q
I �
11.00 �
Go FL o, ��►
1 1 + as 11.16 na 1 11.39 3 I I + •-. h .� ► , I
11 r r
FL o f FL , + Cr I 00 �- _ o Q I FL
I 1 10 1,10 FL 30 ,,� �, � _ I I Z
+ + 11.78 I a, IEXIT F 1213.3 ; ; L j
34 VC - •- _, I
I rr
�, FL
I+ � �. I T�~ _w1 F , t
• _S 3 I . _ , , U..I
•. I `� ~- w _ .,+1-00,/ 12 ' ' �
10.62 + 11.19 3 67 + a, '. 3 _ I I COG HILL I1211.0 FL o � ' � 1211. IFL RIM L 11.64 t r
I RIM E I E I
FL .� -�•- " `_s , ' '�• .
�� Ln r r
r- N _37.r> 8.00N-I oo 1213.02 ILn � L LL. 0.`` D 1 RIM EL
10. o °°
,
r rr
4
4
L Th2
13.1 v 8 rt
1 ZI 10 8 12.3 i r-- 8" FR -► ° 710 Coe>C:) FL
, ,
T
o
I I I 1 13.2 1 13.0 , y
I Ln 11 GF=1213.5 1 FL 1 13.1 I L_ 1213.3
I
W I I I I FL FL y°�� FG�A r t
I I 1 114
GF=1214.2
1 Z M 6 1 GF=1214.2 �' °' �„ , ►
o f I N 1 20� � N N LL*
I I 6 ,' PE=1214.2 13.8 0 � ► ►
1 V I I I 21 1 FF=1214.9 1 `~ °p , N ' o 1 IF 1 I
- I 6 1 5.5' FL o, N r
I I 1 I
PE=1213,5
1 2B •0 19 1 7 5, 1 I
13.6 9
r ,
1 ' 3A FL � PE=1214.2 7, - � 13.9
� 13.8
I I � 12.9 12.9 � 13.6 1 FF=1214.9 ;a �=1214.9 ► 1 13.9 FL , , I
FL FL FL 1 FL 6 ;
a+ 1% � 13.6 3RB , 1 r t t
MIN 5+5, I
I FL 18 ,
I 0 13.9 II GF=1214.9 , ► I HP PE=1214.9 17 1 r
1 FF=1215.6 PE=1214.9
I 1% MIN "' 1 13.6 1 1 FF=1215.6 '
I - -V1
- - M `� 14.3 2 C s.s' I
FL 2RA r
I
� FL 14.3 1 1 14.3
I I 09. 13.5 v 13.2 13.5 14.2 0 - - 1% MIN F L ► 1 ;
I • � I
FG G HP ---� 14.2 �. 13.9 FL 14.3 + + 1
1 .
FL 1 1
56.64' 5.54, 44.94' F� FG � HP ` � 1
39.39' - - 1! MCN
I 1 .7 2 51 co 14.6T - - '``+ o 1 TF " I
aS I \ 0 4. - •97' 14.2 o 1% 3.5 ► ►
FG 10.7 10.2 90 FIG 14.9 HP MIN�4.
FG �•--- 5 �- O1 °: 1FG 2,69, FG ._ + r
I 10.2 F, HP
I I of FG 10.2 51.47' 14.9 J `
I I o FG FG 14.9 ►
r r
I � zs•3 , 14.9 ; ; 1
102 7 50.00 FG , '
I
PE=1210.7 2 3 / 23.02' 1
PE1210.2 FG 26.99, ,
=1
09.0
• tt
F09.0 09. 1
4 F G _.. • r
• rr
I o FG
09.0 ►
I PE 1210.2
1I o 25
PE=1209.0 26
DIG ALEPT r r
PE=1209.0 1
TM 1 I t t
t 09.39 , , 1
CALL CAUTION: LD 99- 107 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1' = 20'
.ill. RICK ENGDEERiNG CommNy
1--800-227--2600 UNDERGROUND FACILITIES IS �!-_�Am 3050 Gh 1 cago Averx�
iq0mRrnA
AMEWIV su 1 to 100
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 mmmRIvers iae.
Callat least 2 working days prior to excavating. VERIFY IN FIELD. Ca 1 1 forn 1 a 92507 (INS) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: pRo�FESSI Designed by Drawn by Checked by •
EMR RECOMMENDED BY: DATE: 7 Drawing No.
IcHE EH EH CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
L �,
Horizontal ��� �%
Contractor Plan repared Under Supervision Of
1 w No. 46804 z ACCEPTED BY: PATE: ? �► 99
SEE SHEET No. 1 10=20' Exp.6-30-03 Date RONALD J. PARKS F
PRECISE GRADING PLAN
Inspector E WARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 23371- 11 (NORTHWIND)
Vertical
_
r£ o� 46804 6-30-03 $ 1 L O T NOS. 11-21 sheet 3 3
Date Cmplt d N/A qs~ CAV0F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 • of
G:\d_13212\212pgd33.dgn PLOT DATE: 15-JUL-1999 JN 13212