HomeMy WebLinkAboutLot 1, 5-9, 86-90 GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA
WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED TRACT NO . 2 - 1 LOTS 5 - 9p CX 8 - 90 STANDARD SPECIFICATIONS FDR PUBLIC WORK CONSTRUCTION ( GREEN
A MINIMUM OF 2 FROM THE TOP OF CUT DR FILL SLOPES. BOOK").
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . BROOKHAVEN PHASE 10 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
LACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. R"� ` COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
liiiiiiiiijilljllllllilljllllllllllllllllllIIIIIIIIIIIIIIIIIII � COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS.
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
ALONG TOP OF CUT SLOPES. SITE THATINHEUSLY CONTRADCTORTBE SHALLIMITED DEFEND.ONORMAL INDEMNIFwOANDNHDLDURHE AND
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
THAN ONE FOOT. LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 28-4c92-37��� �� � 28-4c92-3 _ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
-
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON Q ASSOC. DATED RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER.JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 3 7 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS l� 36
OF THE PRELIMINARY SOILS REPORT. NOR FOR UTILITY DR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
L� SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
3 82 2 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 C11 �
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE (� �/ - 35 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ti 2139 3 3 9 PROTECTION AFFECTINGTHIS IWHETHER ORLINES.SHOWN HERON. AND FOR ANY
PERMIT FINAL INSPECTION FOR EACH LOT. Q DAMAGE ORNES.
.���- 2 3 4 34 Q
PHONE: (909) 694-6411 �5 T��`A WAY hill 20 24
40 le
un
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL �ti�G 5� � LEGEND
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE SD
SD EASEMENT / - T 33 41
-13 mmommmom
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM o / / 19 25 37- TOP OF WALL ---------_------------------------------------___................_--------------- TW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE �F J` / TOP OF FOOTING ______________________________________________ TF
3 2 �` �
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. -----------------
a 91 18 26 42 :� TOP OF CURB ELEVATION ------------------- ---------------------------------------------- TC
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / 9th 89 : 88 � �
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUSA PE
MATERIAL. CALIFIFORN � .L PAD ELEVATION ________________________
43
27 31 FINISHED FLOOR ELEVATION -------------------------------------------------------------
� SITE 9 17 - FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 9,Qo9
FINISHED GRADE ELEVATION ............................................................... FG
THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL �r 86 1 Q HIGH POINT .....................
ANC 85 28 44 HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A � 84 16 3O ---------���----�---------��-�� --------------------------------
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �j 83 TOP SLOPE __________________________________________________________________________________
.. TS
15 8 2 FLOW LINE
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEIII�CULA
11 2g FL
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 8 1 15 45 TOP OF GRATE ELEVATION ................................................................. TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT N.T.S. GARAGE FINISH FLOOR ELEVATION .........................
67 12 ------------ --
PROPERTIES. -----
4 6 GF
80 68 14 EXISTING ELEVATION (91J►DI
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VICINITY MAP 4 7 FIRE HYDRANT LOCATION ................................................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 6 9 13 4 8 ��`
79 70 4g STREET LIGHT
AND TEMPORARYEDRAINAGE UPROVISIONS MUS CONDITIONS.BEUSED TOOPROTECT MEASURES 7f�A�r �� a 28-482-2 6 6
71 50 DIRECTION OF DRAINAGE FLOW ___________________________________________ _ _ _
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 78 65 RETAINING WALL (BY SEPARATE PERMIT) _____________________-_______
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- c % 6 4 51 APPROXIMATE LOCATION OF ELECT __________ E
TENTHS (1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o z C 7 2 5 2 RIC METER ❑
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN uj z a 77 63 53 SEWER LATERAL LOCATION ________________________________________________________________ S❑
VERTICAL HEIGHT.
a ~ 7 3 54 Q WATER LATERAL AND WATER METER LOCATION 0
---------------------------------------
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ~ m LOT 6 2 5 5 Qp`
at f-- 76 ELECTRICAL TRANSFORMER ----------- -------------------------------- --------------------
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE w v LINE 3, MIN. W v o
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a =cam 5' MIN. .4 �z 56 ��P POWER LINE AND HANDHOLES _____________________________________________________________. H
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE '-'-' z V)W c
4� __ ______ ____ __ ____ __ _____ _ __ ____ __ ❑
V)�- =Ld 7 4 5 7 �` TELEPHONE SERVICE 0
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. z 7 5 58
GP�.
�� 3' MIN. 1' �o Y` GRATE ------ ...-------- ----------- - --------- ........---- ...
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2'/. 414" 5 9 �`Q INDEXMAPICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. j �y MAX• �G AIR VALVE....................................................................................
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 6 0
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION '2 1%, 61 1''=100' TELEVISION N. ISION PLATFORM -------_----------------- ------------------------------------------- 0
MAX
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20' ON GRADED BACKWATER VALVE -------------------------------- - --
-------------------------------------
CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICALLOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6'MIN.-�
PREVENTION DEVICES PER U.P.C. . CHAPTER 1O.R. LOT FG.
GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT rA"� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
-
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.FG
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. - - - -
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN - 3 NO. LOTS CY/LOT TOTALS
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - -�y, MIN INDICATES LOT NUMBER 2 PE-100.0
z INDICATES PAD ELEV 11 15 165 CY
PE=1oo.o PE=100.0 FF=100.7FF=100.7
INDICATES FINISHED FLOOR ELEV FF=100.7 2 3
CURB INDICATES BUILDING TYPE-------m-1
10' MIN
PER PLAN
INDICATES GARAGE FLOOR ELEV GF-100"0 GF=100.0 GF=100.0
FS z
PER PLAN 12.0%
.. FS r MAX � L---.::..:..--=� L:.. _ •• Y L=--�:_..J
ER PLAN _ a
ro U1 to W
1� MIN• 5' MIN. i FG 10 MIN (TYP) 04 o
3 MIN.- don1/, MIN. PER PLAN N RIGHT OF WAY
DIG ALERT FG DEEPENED FOOTING :
PER PLAN AS REQUIRED.
TM Q - CURB & GUTTER
CALL TYPICAL LOT GRADING DETAIL
BEFORE LD 0 1-131 GR
YOU DIG! NOT TO SCALE
1-800-227-2600 RICK]ENGINEERING C
UNDERGROUND SERVICE ALERT
Calat least 2 working days prior to excavating, Tm
Son nkw Rimae or.mv rhOMAx TuGmn
1223 University Are..Ste.240•Riverside.CA 92507-3419•(909)792-0707.FAX (O09)7e2-0723•www .(xm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL:
Designed by Drawn by Checked by
SCALE 4 - / Drawing No.
COUNTY OF RIVERSIDE B.M. 01 H4 EHP EMR T-29-a1 , EHP RECOMMENDED BY: DATE: `��zlo/ CITY� OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2_1/2 BRASS DISK IN CONCRETE CYLINDER, h `9j►
Contractor Horizontal
IN THE N.W.CORNER OF THE INTERSECTION �� • Plans Prepared Under Supervision Of
OF RANCHO CALIFORNIA RD.WITH MARGARITA 0No.46804
ACCEPTED BY. DATE: /rI r. o/
RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=100' Exp 6-30--03 --)
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH Date RONALD J. PARKS -- PRECISE GRADING PLANS
OF THE RD. SET CENTER IBERGLASS WITNESS POST LIFORNIA 1.0' Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 28482- 1 LOTS 1, 5-9p & 86-90
Date Cmp It'd WEST OF MONUMENT. ��v��.F ��r 46gpq 6-30-03
ELEVATIM 1128.410 (ADJ.9-13-82) N/A or CAL\ R.C.E. No. Expires 1,�, B R 0 0 K H A V E N PHASE 10
R.C.E. No. 19744 Expires 9-30-05 Sheet 1 of 2
G.-\d-13212\212pgd191.dgn
PLOT DATE:08-OCT-2001 JN 13212
LANDSCAPE &
/ \\ MAINT EASEMENT
lig Vol
/ "
is L
•89_1
/ - SCE EASEMENT ,ZV
1214.45 LANDSCAPE & 11.0 \ J a'• o , a•b�
rC FAINT EASEMENT ROYAL BIRKDALE DRIVE � -- - - - �• d� w �. , ��-
/ / FG 0 6 ��- a w ! c�i
11.0 FG o. •
a,
/ / -��� ���.��----� =61.79 FG a�
1 / 15.4 _ EXIST PROJECT WALL _ -.e-
15.1
�, o�•,"
/ h4' FG 09.9 a' �
15.1 15.4 12.7 -- - - - FL `• �• o-� `�
a s
`HP-� FG n FG 13.6 13.6 FG 1Q,
/ / •- FG FG 12.7 TW HP 10.3 •ZZ >
EXIST PROJECT WALL FG 10.0 TF °= 1 10.3 a• 0+��
14.7 1 FL 1 / � ,0 -
--
FL �' HP o �
1 1 10.3 9.6 6�`w s `�
25.5 11 17.5. 5.8 4 FL 5 s.
R/ r 6.5/ - � PE 1212.7 5.0' PE=1211.0 PE=1210.6 10.6 a`
W 5 / PE-1 15.4 14.7 _ FF=1213.4 rn FF-1211.7 1 FF=1211.3 ! FG
_ FL 3 A R Cn ! 2A
FF-1216.1 _ 2 3 r4 .9 GF�-1211.0 1CR r 09.9 '.&/ 1 3C 5.5' PE=1214.8 PE=1213.6 5"0' 1 / 09.5 FL 10.5 mac,
1 1 1 r FF=1215.5 FF=1214.3 09.9 FG
SLI l I C3 r FL 09.8 _ �� r
1BR = 2CR _ 12.7 TW FL FL oo• �• y� °.
/ w ! GF 1213.6 GF-1212.7 t GF=1210.6 �, _ o, o,
`n GF=1215.4 09.5 TF ••
14.3 GF=1214.8 L •• 09.9 s.�;'� �• ,,.
\ / 1 FL 14.3EX tl G L.Z %J IN ► o � _ FL 09.5 ;r o•�� - - _
\ 1 cn 1 0 o O ! � L 4
.. .. .. NBW
� 10.2 -
�..� � to 4- r
ah cD 1 o L :....:e::...:�I •o. HP '
LO 91 • 9 �ti �• °� ti / �•
_ N N ' 09.4
/ J - v
3~'' 1 rn o 1208.38 TC j \ O� F`' GF=1210.5 7
' 1214 3- ti co j O�'� �`' PE=1210.5 09.8v-
3-- I
8 TC 1209.08 TC c+�o v I c�• ��� ' �' pq,:L o�1• FF=1211.2 FL 10.5 a
iq " 1BR FG
/ N o 1212.77 TC _ I I CURB & GUTTER �• ��
Go N l I t Vv 1208.�I�T T ��' '� 09.3
r
15 I 1.99X I 16 1204.32 15�� \ ` ;� F -
---" ` '� O� 09.7 � •�Z r, � �
,� � 1212.63 _ C" - C" - - - RIM EL �� FG 0
F- -� o PACIFIC GROVE WAY I �, y o� o+
.'- a, 0 RIM EL � r N .r � - -- ,9 S'
. r- - - I K' - I ao I .2 TC /� \
+ +
/ 1 13.36 TC"" � v N ac FL
1212.30 TC ; 1211.27 TC CURB & G TTER 1209.16 TC �, w !;
\ � \
1207.82 - 09.4 ` o• > "o
'000, 08.6 8 HP
FL
_
.42 2 . 52.00' - . 52.00 53.94' 1209.3 FG �� `'�$'� »� s GF=1209.7 FF=1210.4 09.
/ 2 cn cn r _ , N cn o , � ��. 09.7 ` r °6 %F 2CR
O I +� ,. a: ` L r FG V 20i• 09.0 FG
M Q � \ 1+7 07 • N r O O+ N O N 08.6 \ �s FL o > o-
M . 1 .Z O „`. � r- `
.- N ! N N
1 r O • t r • r- r r ::_: N N e-- ... ` r FL ,r / p't:J • . aO+ �, �'
•L
:: \ ���1;t ` 7, 08.5
14.1 \ �A 4 6. - 000,
14.2 13.0 13.0 0 � � �' 95 1� � � � FG �
12.5 09. FL
FL FL FL _ 12.5 ,�52• ,� -�\ G\. r� �, �, o �• -
9 01
FL CD FL FL FL00< �. 16.0 , 0� nom\ N 08.0 `� •a-+ c�► •
91 GF=1215.3 I GF=1214.2 GF=1213.6 5.8' • ' s G�'\ f\ v •� �,>t1p�- �, FL
1 1 1 � 87 13 \ \ \ 1SHP 41
O v►
1 � 12 �s � � �o � �� 9 ,�
PE=1216.0 r 9Q I � � ' 6.2' ' 09. �=1209.7 1�'» oma\ \ ,�G 07.6 PE=1208.7 2� ,9,�•
89 FF=1210.4 ,��0 �• +
PE=1215.3 , PE=1214.2 88 FN �O•° `r\ FL _ FF=1209.4 0 �, o� . o
FF=1216.0 FF=1214.9 PE=1213.6 1AR GF=1209.7 2•° n \ J► FS GF-1208.7 3AR 08.7
14.6 13.4 1 \ Q g FG v-
3B ALT FL' 2A FL 12.9 FF 33C14.3
oe.6 F �s,A\5 G z5 ,�,�ob• ilk
�s 08.0 5z
1 FL so 09.4 �?' FL a� �` ,Q�� vj! ��o�O' ��. FL .0
1 1 1 13.4 i , HP o_ �� 1� N$
14.6 r FL 1 12.1/ �',y - ' s �► G� 25
` FL 13.9 o� FL , •o . ' • �,�F o � �'l �' >
HP 13.3 0 0 0 �a �� ,g p 07.6 6, u-
�,.- - - - - ---�' - - - - N f HP 13.6 p+ 09.0 0 FS FL . -
s F
�3 15.0 '� 14.2 13.6 FL -. - 08.0 12 al• �► o o�• ` �' ���
FG HP F� FG 51.10' 1 6°�� A - _.� FL 1
p6 09.7 21 "� - - of
13.40 37.7 G FG 5.0° 6' GF=1209.1 »0 ��\ �y 2'a•°�
rn
»s 14.2 o�,o bo FG $s 16 j+
s_ 15.3 FG o5• �o ° > PE=1209.1 08.0 1100, FS
FG F� IV) �� 20o FF=1209.8 FL �� �\� \ �o`'•,��I.
p5.6 a ar 08.e 2B ALT ry
1 5 A - \ � F� U�fop `r,P�
15.5 ,5p90 0/�, . \FIG -,�ti X6'1 f\ HP
o F 08.4 0
-
oa
�• FG °� 09. '- po 1100,
ro
FIG 100,
�• 1001,
100,
I
. '
p'S• 03.6 Q F..�2
SCALE. 20 Z s \�
DIG ALERT1-10,
TM 20 0 20 40
CALL CAUTION= a, a:� �zo LD 01-131 GR
BEFORE a� ,,2°
YOU DIG! EXACT LOCATION OF EXISTING � GF
RICK ENGINEERING OWPANY
I-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO San Diep %�& ormp 1hoenix .Tann
Co N at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240•Riva",CA 92507-8419.(909)792-O797•FAX (909)752-0728.wwwAckmS Cm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess, Designed by Drawn by Checked by
SCALE pig 4 Drawing No.
EHP EHP EMR RECOMMENDED BY: DATE:
CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal -y �� :
Contractor `' � No. �6eo4 � s Prepared Under Supervision Of o v
,- , W Z ACCEPTED BY: DATE: i 1 r l PRECISE GRADING PLANS
Inspector SEE SHEET NO. 6j
1 -20 Exp.6-30-034��" 19 Date le� O RONALD J. PARKS TRACT NO.
Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
Date 'm ltorf ci v iv R.C.E. 46804 6-30-03 LOT NOS. 1, 5-9y & 86-90
C p d N/A arp Ckof R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 B R O 0 K H A V EN PHASE 10 Sheet 2 of 2
gi\d-13212\212PGD 190.dgn
PLOT DATE:09-OCT-2001 JN 13212