HomeMy WebLinkAboutLot 22-26, 47-50 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
WORK TO BE DONE
GENERAL GRADING NOTES
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
TRACT NO, 29033 LOTS 17 - 21 & 51- 54 THE LEGENDS PHASE 3A STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( ~GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALESLOPE SHALL BE = 1%. BOOK").
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP ANDK CONSTRUCTED -
A MINIMUM of 2' FROM THE TOP OF CUT OR FILL SLOPES. 00 ME
` PRIVATE ENGINEER'S NATE TO CONTRACTOR
� ME Ow R 0 WAY
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
1 1
1
THAT ALL EMPLOYEES
ARE
PRO
V I DED A
SAFE
PLACE
T0 WO
RK
AND
THE
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQtvALENTALONG THE TOP OF ALL PUBLIC IS PROTECTED ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH7RANFILL SLOPES OVER 5HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
IX CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �� 27 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO, 23371 - 11 2 8 [N ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
FILLS OVER 1 DEEP. 21
":`. :. 29 WITH SAID REGULATIONS AND ORDERS.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEIECULA'S I Z 0 3 0
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 19
'
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR - 31 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 1 3 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
APPLY
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. ,�' 32 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL L
17 4 b CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
A H TH
A N . INDEMNIFYND OLD E
<: CONTRACTOR SH FED
F
45
THAT THE LL DE
A 1 YR STORM LOWS.
N T HANDLE 00 Q S
BROW T H. DESIGNED 0
V A R D[ C DES
PROVIDE D B D 33
T E
ALONG TOP OF CUT SLOPES. 1b 5J OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
44 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 52 34 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
THAN ONE FOOT. 14 53 43 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
' 35
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OFTHE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
54 42 ♦ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED � 13 SITE 36 ♦ A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING Jtr,
DATED APRIL 21 . 1999. Two SETS OF THE FINAL COMPACTION 12 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 56 41 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 11 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
K OR
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS , 10 57 -to 37 EXCAVATION ALL YTONDETERMINE IOTHE CEXACTILOCAANIES TIONSTOFIOR TO WALL LANES
OF THE PRELIMINARY SOILS REPORT. '
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
9 5 aAFFECTING WO
DAMAGE OR PROTECTION WHETHER ORSHOWN HERON. AND FOR ANY
ON TOTHESEINES,
HOURS IN ADVANCE REOUESTING FINISH LOT GRADE AND DRAINAGE 8 59 39 38
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. b 0
7 LEGEND
PHONE: (909 ) 694-6411 b b 1
TOP OF WALL ----------------------------- -- TW
Jr
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL b2
SLOPES EQUAL TO OR GREATER THAN 5' I N VERTICAL HEIGHT SHALL BE b3 TOP OF FOOTING ............................................................................. TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM -------------------------------------•-.. ..........................
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 4 � TOP OF CURB ELEVATION
APPROVAL OF FINAL INSPECTION. b4 PAD ELEVATION ..................................................................................
SECTION 17.06 PRIOR TO E PE
3 b5 .1.2 TEMECULA Y GOLF COURSE FINISHED FLOOR ELEVATION -------------------------•..--....................._..______...... FF
12• NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS • �► wA TR NO , 23371 - 15
BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 2 bbd FINISHED GRADE ELEVATION .................................................................. FG
MATERIAL. �~ SITEHIGH POINT --------------------------•--------------- ......---------...------......------....-----
'1R� HP
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 1 67 .4TOP SLOPE ........................................................................................ TS
THE TERRAIN MUST BE CLEARED. KEYED• AND BENCHED INTO FIRM NATURAL .. ....................................................
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 68 GOLF COURSE FLOW LINE ................................. FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TR NO, 23371 - 15 TOP OF GRATE ELEVATION .................................................................... TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 69 CALIFORNIA GARAGE FINISH FLOOR ELEVATION .......................................................... GF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD INDEX MAP "` EXISTING ELEVATION ........................................................................ (9170)
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 7 OFIRE HYDRANT LOCATION
PROPERTIES. ...................................................................
1 ~=100' +� ��
RANOrT� ------------------••--------.....
STREET LIGHT ................................................ �3�
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
DIRECTION OF DRAINAGE FLOW
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO IND..-
RETAINING WALL (BY SEPARATE PERMIT) ................................
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT 337J -9 TEMECULA
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT N.T.S. APPROXIMATE LOCATION OF ELECTRIC METER ------------------------------------------- D
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
c
c � SEWER LATERAL LOCATION ------------------------------------------------------------------- S
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- z
TENTHS c 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE = W = o VICINITY MAP WATER LATERAL AND WATER METER LOCATION ......................................... D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN ~` ..........................................
VERTICAL HEIGHT. ~ LOT oc o ELECTRICAL TRANSFORMER
�- LINE W POWER LINE AND HANDHOLES ---------------------------------------------------------------- D
'��'� 3 MIN. � W
IS. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 5 MIN. ,,, ❑
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ``' � � "" TELEPHONE SERVICE ............................................................................ T
Z La
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN �' `"~ Uj ---------------------------------------------------------------------------------•------------
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOU I RED. THE $ 3' MIN, r o
GRATE ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2T MIN' AIR VALVE........................................................................................
1'/. MAX.
19• EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA zY Mr 2 TELEVISION PLATFORM .........................................................................
~ 21% N' BACKWATER VALVE ------------------------------------------------------------------------------ B
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. M,qX. Q
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. GRADED
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATIONLOT FG.
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON GRADED 6'MIN.
V GRADING TOLERANCE NOTE
CENTER: COMBINATIONS. 15 ON CENTERS. SLOPES OVER 41IN VERTICAL A IC L LOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. OPTIONAL RETREAT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
NOT TO SCALE OPTIONAL CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ��_ BALCONY IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
LESS THAN 1.,4m PER FOOT FOR A MINIMUM OF 3 FEET. _____1 RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 - NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG
PER PLAN
PERMITTED. BACK OF SDWLK
ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD INDICATES LOT NUMBER
PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. FG ' ~ NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW ouANTIT[ES FOR
PER PLAN - - - 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - - �% WAD
23 APPROVAL OF �� FF=100 0 FF=100.0 FF=100.0 FF=100.0 N0. LOTS CY/LOT TOTALS
THE APPLICANT AND H[S ENGINEER FROM THE RESPONSIBILITY FOR THE R a� PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. -' PE=99.3
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ��►• I HP I 2 3 4 9 15 135
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB •. �•� ^1 INDICATES BUILDING TYPE
PER PLAN
I 10' MIN
CONSTRUCTION NOTES AND QUANTITIES
UNLESS OTHERWISE
FS
_ � �• PER PLAN 12.OX NOTED
Q PLACE 4&PVC (CL 150) Q s-1.0% MIN 262 LF MAX
FS �-- .fizz
a2 PLACE 3'PVC (SCHEDULE 40) 20 LF ER PLAN
1i FG
Q THROUGH THE CURB DRAIN 2 EA ; kk 5 MIN. 3' MI . 1/. MIN. PER PLAN
SEE DETAIL THIS SHEET _
FG DEEPENED FOOTING
PER PLAN AS REQUIRED. 0 10'MIN (TYP) RIGHT OF WAY
4 r-` UTILITY SERVICE POINT qW CA
DIG A RTri
TYPICAL LOT GRADING DETAIL
NOT TO SCALE % EXIST. CURB AND GUTTER
cam, LD 00- 115 GR
BEFORE
YOU DIG! BUILDING FOOTPRINTS - RKX ENG
1-800-227-2600 NOT TO SCALE Soso Ch1 Ate.
salt• 100
UNDERGROUND SERVICE
ALERT R i Vora f a*,
California l2507 ("s) • - 0
Calat least 2 working days prior to excavating.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESsI Designed by Drawn by Checked by
� Drawing No.
H RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
COUNTY OF R I PERS I DE 8.Y. T-29-111 EH/' EMR EH EMR t� �►\C E(
2-1/20 BRASS DISK IN CONCRETE CYLINDER. Horizontal %%bada Plan repored Under Supervision Of u
Contractor IN THE N.R. CORNER OF THE INTERSECTION �•,650, DATE: 'mo_ �' ACCEPTED BY: G t
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1--100' EXp.6-30-03 Date � Glb RONALD J. PARKS PRECISE GRADING PLANS
RF I.0 EAST OFA 7.0 C.L. FENCE. ,o NORTH EDWARD MICHEL RATICAN - _ TRACT NO, 29033 LOTS 22-26 & 47-50
I %e
Inspector °iNE'oF �A�NCF�CALIFORNIA�ROTH SET T�BEERGLASS Vertical DEPUTY DIRECTOR OF PUBLIC WORKS
R I TNESS POST 1 0' REST OF MONUMENT. IF'*
rf a� ��� R.c.E. No. 46804 Expires 6-30-03 744 9.30.0, 1 THE LEGENDS PHASE 4A Sheet 1 Of 2
Date Cmplt d N/A G► R.C.E. No. 19 Expires
ELEVAT I ONe 1120.410 (ADJ. 9-13-82)
G:\0_13212\212P9d103.dgn PLOT DATE: 13-JUN-2000 JN 13212
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EXIST R-WALL WALL I
54.5 TG 55.0 FG
54.5 TG ; ; I I I EXIST R-WALL
53.6 I
55.0 53.8 IE
�
FG r � l58,a . o � � � I ; � 1 L=75.3 •
NL 55.0 - _ - _ •-+ 55.4 _ � �
EXIST R-WALL N F 54.7 0 ; ; I ; ' ``
57.6 TG ,�r \ I I I 1 , F o •
•60 1 0
9 - - 55.1 •
:2
581 56.7 IE _ 57.9 1 V_
FG 54.4 I Q ; HP - _ FG -% '%
\
FG 23.21 1 54.4 FL ; ; I I I , , r i -
57.6 TG T , FL % I I II 1 54.8 54.8 r
56.9 [E 1
7.9 HP 57.3 + g� POST-TENSION 10? k 1 1 I � 1 1 FL FL
{� .0 FL 5.5 25 1 1 I 0 1 1 ,
•o,..= POST-TENSION r PE=1255.0 ; ; I I I ; ; ; 2�
'+y 58.1 57.8 -' o FF=1255.7 1 I m ' ' / PE=1255.4 5•2'
gyp. �. 1 r 57.9 TW o 54 � � ; ; ; I I I m ; ; ; r FF=1256.1
FG ► HP 1 57.2 0 .8 24 54.8 �0 3BR 1 I r
2A /
FL .54.3 TF _ � � PE=1255.0 HP �_ � � � � � I I 0 ,
1 POST-TENSION FF=1255.7 54.0 1 , , I i , ,
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M �• 57.9 ++ 23 , 2A FL 20 ; 1 I Q ; ; 1 8
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57.9 gl ,1C:R FL I GFa1Z55. GF=1255.0 ::C1 1 I I I Iv 1 , PE=1255.4
22 0.5 DEEPEN i r , ; I `` r
= FO TING r o
� HP PE-1255.1 0. �
FF=1258.5 r 6.� 53.10 + 53.8 r n ; ; n ; GF=125 4 r ..
o + FL ; 1 I I I 54.1 5. r
2B , IE ; FL 54.1 r
5 o + { +� 6.p 54.3 �� I ' ' FL
0.5 DEEPEN +o, GF91M19 FL No ' 16 S •w
,�'1, to'�• � _ FOOTING GF=12'55. +- 8'l� o :'' o b I I �,. v
p� s 'L 56.6 o �2 0, I ::,.•: '� �
60.3 TW 57.4 FL r :' or „ �, /� 'i•A• (7 o %`? ti "'',,,,
57.0 TF HP 57.9 TW + � i `'•�� r►i Bw �• .�
O`' + 56.15 IE N .R► 'S 8 T F - �, v+ r L=39.3
s �., III �,• CONSTRUCTION NOTES AND QUANTITIES
A� \ , y{o �' • 4- _ "oo' 2 • I • /
1 \ � N a+, c� x_49. I I 1252.34 •�- ' q. � BW •
,,.
a '� PLACE 6'PVC (CL 150) Q s=0.5% MIN 262 LF
- e, ..� n L r RIM EL Colo
%p:5 \''o t 57.5 1 �'� �` �' .� 2 9 253.3 �, 252.62 I I +- 1 �, ,. 2Q PLACE 3'PVC (SCHEDULE 40) 20 LF
- TC
o TC
2 I N 1� L �[ _ I 23 1 T �`�L
V 1.0 MIN n �- W d'- �'_ ..� o I ,� * ^, (DTHROUGH THE CURB DRAIN 2 EA
X1254.83 TC - �, �; �, ,� N i �1253.T3/ SEE DETAIL THIS SHEET
' L=50' 3 ;� r-S-r 1 N �- TC w�
.'- : • _ - -�°'- a� + 112 2.44 TC /
s o •. N 1256.35 _ �1253.12 TC N DRIVE I I T
m, o, oFL , TC N N " I I N _j 1253.18 T�~
• �' 1 o 'J2 1255.36 ar C �-
c�, \ RIM EL
Y'Mh1$ 3,62 ' �., 1 4 T /
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} sQ _ 7 Ch1 ,<<, .� •�, 0 �, cn •v+ /,I, o I 6'MIN.
0 N In c 0 ~� 1 ,�• Bw FL OF PIPE % ' B 6 MIN. 20"i
o •. _ •,a .N 53.9 53.8 N 2/. I \\
c N v\ .5$ _ n, 54.5 _,c F n, ABOVE GUTTER _... \
�►` 1 FL 4 5 53.9 gam, L FL FLOW LINE •
Q� •' 1:'v,� oy� •� �0 5 FL �0 ==� 53.8 1256.8 TW 0.5% MIN
w!� •: '�rrnn
FL 1253.5 TF
^ ��� L6"PVC
Y' 1 GF=�5.1 'i W , ::>• • 1• '\/A \�... \/q\\vA \ /A\\\i. r
S� 1 r . • ST.B ,Z..., GF=1255.8 1 z ,� GF=125 1 3'X6 ECCENTRIC (CL 150) 1
-^ v' ,,,o FL + 'n1 1 1 % P; 5' , B REDUCER WITH Q
� r o s 'J` + ren Q r CLEANOUT
W �••o, r. j ��p `+ �1 z - o$ CORE DRILL 3'MIN. PVC AT 2% U
1°�' // ',• �' 57.8 o r + :r $ CURB AS REO'D CURB & GUTTER (SCHEDULE 40) 2Q
/ �' -� + FL y _ , o POST-TENSION POST-TENSION
`+ ` GF=1259. POST-TENSION POST-TENSION i 47 -9 0 46
o0 h�° , 49 5'S 48 ;� � � PE=1255.1 o
PE=1256.8 THROUGH THE CURB DRAIN DETAIL
3
o , PE=1255.5 1 6., PE=1255.1 FF=1255.8 - i N.T.S.
z >'o POST-TENSION +o , FF=1256.5 1 r
�ti�OO s FF=1255.8 2 C R
�?,• �� = 50 `+ ► 2BR 1A .O' 54.5
PE=1259.0 , 118 = 54.5 54.5 FL
FF=1259.7 55.2 , FL FL 2.5'
�
+ 1B FL 3'MIN PVC AT 2%
54.5 , S.5• , (SCHEDULE 40)
+ 55.2 55.5� - - - " 55.1 54.8 FL 54.8 #. -, `
�z c, 58.4 ` FL HP ` n� FG HP 55 55. _ H� _ / 1256.8 TW
1 /2 MIN. INSTALL POLYETHYLENE
Off' S' °° - - - - M 1254.3 TF COVER PLASTIC JOINT MATERIAL
FL � �� - - 47.37' FG FG
Q�,�;�o• \ 58.4 55 8 52.% 55.8
,6•,1 QUICK JOINT OR EQUAL
' 2
58.T FG 55.8 EXIST RETAINING WALL��/ 55:1 S '
59.0 '�r H� FG ----- -- • .......2 ° ' ° ' °
�, FG► ' �►'5 59.0 . .........................••-............ .. . . . e o o e e
FG ................................
. .. .... . ........................... \
O � _ _ , ��
URS' .............•----............... 2'MIN
3� •�
EXISTING 1 NG rOLF' .GO
Tr'��� r NO r X 37..-I' 1•• •..,
- SECTION B-B
N.T.S.
DIG A RT
�' CAUTION:
LD 00-115 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALES 1'= 20'
1-800-227-2600 UNDERGROUND FACILITIES IS Rul(ENGWEEMW3COMDWY
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
3M M10000 "w^"'
R1 Iw fside,
Cal at least 2 working days prior to excavating. VERIFY I N FIELD.
20 0 20 40 Ca ornIa 92507 (WO) T42-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL= VOESS, Designed by Drawn by Checked by Drawin No.
SCALE
�y +CHE EH EH EMR RECOMMENDED BY: DATE: 2! � 9
�► c CITY OF T DEPARTMENT OF PUBLIC WORKS
ti aD '��► •
Contractor Horizontal � P spared Under Supervision Of Z
�+ No.46804 z rt` ACCEPTED Y• Z ao
SEE SHEET NO. 1 Exp.6-30-03 t OO CCE EDB . DATE= PRECISE GRADING PLANS
Inspector Dae RONALD J. PARKS
Vertical DwARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 29033 LOTS 22-26 & 47-50
Date Cmp It'd r'T f��v 1 \Fd���r 46804 6-30-03 �
c�� R.C.E. No. Expires R.C.E. No, 19744 Expires 9-30-01 �;•� THE LEGENDS PHASE 4 A Sheet 2 of 2
G:\d-13212\212pgd 104.dgn
PLOT DATE: 13-JUN-2000 JN 13212