HomeMy WebLinkAboutLot 1-16, 102-115 Precise Grading IN THE CITY OF TEMECULA ,
ENER GRA ING NOTES PRIVATE ENGINEERm - - - ..
S NOTE TO CONTRACTOR
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ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
33. AS AMENDED BY ORDINANCE 93-04. PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS'OF THE U.S. DEPARTMENT
2. MINIMUM BUILDING PAD AND DRAINAGE SwALE SLOPE SHALL BE = 1%. TRACT PHASE5 & 6OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
DRAINAGE SwALES SHALL BE A M I N I MUM OF 0.2' DEEP AND HE CONSTRUCTED NOo RELATIONS 'CONSTRUCTION SAFETY ORDERS.' THE CIVIL ENGINEER SHALL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
LOTS '"` 169 102 - 115 COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 .
RAlyp� ROI0 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1,)
4. PROVIDE 5' w I DE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CALIFORNIlk c RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
FILL SLOPES OVER 5' H[GH. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �� PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER wH0 SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY w' 9� ROAD ,r LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
r INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
PLACED AND WHO SHALL SUBMIT A F INAL COMPACTION REPORT FOR ALL :' PAUBk o AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
FILLS OVER 1 ' DEEP. n 9 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
6. A REG I STEREO CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECUL A'S � NEGLIGENCE OF THE OWNER OR ENGINEER.
ENG[NEER I NG DEPARTMENT A WR I TTEN CERTIFICATION OF COMPLETION DF a . >x _ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR o 41::: 7R 2415b 2 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
:.
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TD ..< ...:..,: RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. .� �' 267 J J
OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
RpgO
�v LOCATION MAP SHOWN. THE CONTRA CTQR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. a N. .,;:x SCALE: I'=100 IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
ALONG TOP OF CUT SLOPES. ;: LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON,
N. T.S.
HWY. 79 , 'v :: AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
8. FINAL COMPACTION REPORT w I LL BE REQU i RED FOR ALL F[LLS GREATER SITE TR ) ��.- ) 4F 'W �i:!;iO!�!i��i$ii::::... . .....
THAN ONE FOOT.
��.777 I... ..... .::::.::::::.:.: :..::::�:: ....., �_ .:.:.. x
A` : .....��.............. ....... ..... __.::�
...
Cr..::::::;.... ..... ............ ....... ... Bud. OWNER/DEVELOPER
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF VICINITY MAP abX.:::::;�:�����:���!i:.:��������'.1�:!.:
............................... .................. .. . ..... . ....... . . X I................................. ............:,.. 1 ::�:. ....
THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS " '....... � .. �: :,,.;:1:�$�i 6 BUIE COMMUNITIES, INC
DATED APRIL 26. 1996 b REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION a7 380 STEVENS AVENUE, "305
RECOMMENDATION REPORT DATED DEC 31 . 1997+ �, LETTER DATED DEC 19. 1998. ' SOLANA BEACH, CA 92076
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TD THE i. PHONE: (619) 794-2400
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDAT I DN DESIGN as >r"I .�..f> .::<...:v�; . FAX: (619) 794-2401
, .
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE INI . `
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k.`,``,..:::..1..
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
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10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 a5 90 '`' O '
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
*# ....�]��:::��V�ii..:,��!i�i�i���i������������������!:�:.�.: # '�i�i�!,!!!�i�.J��7. .. .!:..� . :1 :
91
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING a4 r ' ''
`»
PERMIT FINAL INSPECTION FOR EACH LOT. r q2 � �
7. 0
3 .,
PHONE: f 9O9 ) 694-6411 ` a2 93 "` "�... .......j..... &W�1. _:::.::..:::::..... '
lie CUT SLOPES EQUAL TO OR GREATER THAN 5 .:::::::::::::::::::::::::::;:::::.:::,::, ...
' I N VERTICAL HE[GHT AND FILL 49 �� ........ . .
.................... ..........
.......... .....
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���,�-,J105. ............. �,, ;,7::::::......
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LEGEND
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 50 al •
46
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM - - -------------• -- - -------------- - - - - -----------------•• - --------
95 TOP of WALL TW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 51 a0 u'
P A N P T N 96 �' � BOTTOM OF WALL ------ - -- ------------• -- -----------------•--....-------------------•--.. BW
SECTION 14.06 PRIOR TO THE AP ROVAL OF FIN L I SEC IO 52 79 / ..............., . ....... 10
48 97 `"` +w..,<,� I TOP OF CURB ELEVATION ---------------------------------------------------------------------- TC
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS6
47 53 7a .�• W PAD ELEVATION
PE
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS qa --"--`------"` " - -""----"--"-""-'""" "` ""-"""""
MATERIAL. 54 77 % w' *:i"
46 , 99 FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF
45 N 55 ; 76 100 101 17 FINISHED GRADE ELEVATION ..........-"---------------------------------"""". FG
13. I F STEEP SLOPING TERRAIN OCCURS UPON wH I CH FILL I S TO BE PLACED. �
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL 56 • 75 HIGH POINT ............................................................................... . "______ HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 44 la TS
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 57 74 TOP SLOPE ...........................................................................................
43 FLOW LINE ________________ __ _______________ _ _ FL
14. DURING ROUGH GRAD ING OPERATIONS AND PRIOR TO CONSTRUCT ION OF � - 5S : 73 1 q """""""""""`""-"'--"""""""""""""""""'-'•"""" • � •�•+••� •
PERMANENT DRAINAGE STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD 42 ; 72 TOP OF GRATE ELEVATION ..................................................................... TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 41 i/ 59 71 GARAGE FINISH FLOOR ELEVATION .......................................................... GF
PROPERTIES.
• * b0 70 69 20 EXISTING ELEVATION ----------------------------•------••---•------------------•----.......------ (91.70)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 4D ba
/ b 1 FIRE HYDRANT LOCATION -----•----------------------------••---••-•-----------------------..... 0t_�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 39 21 STREET LIGHT 0-0
FUNCTION. ESPEG I ALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES . b2 ........................................................................................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 38� 63 .` DIRECTION OF DRAINAGE FLOW ............................................................... ---
ADJO I N I NG PROPERTIES DURING GRADING OPERAT[ONS. b I PAROL 39 * 37 b4 22 DEEPENED FOOTING (6' TYPICAL)
1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- o W _ ' 65 bb �%
z W � V P N), N� 23432 36 _ b7 7R �} 1 ab�4 RETAINING WALL (BY SEPARATE PERMIT) ................................................ mmlm=
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE = W _ ~' P, ),IJ ,� J 593 `fa ) R�cR�AT 1 DN ARBA
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 I N �- o PL a ,S 35 23 APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ..............
VERTICAL HEIGHT. W = 5' MIN. 4 MIN. — S0 34 SEWER LATERAL LOCATION .................................................................... Im
18. A REG i STEREO CIVIL ENG i NEER SHALL SUBMIT CERTIFICATION OF Bu i l:D I NG 2 N �U _ 24 WATER LATERAL AND WATER METER LOCATION ...................................... 91
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE " o g 4� MIN. 1' �. � 33
ELEVATION c w I TH RESPECT TO MEAN SEA LEVEL ) SHALL BE G[vEN. IF AN W 32 ELECTRICAL TRANSFORMER .................."-"""-"""-"__-_-"--......--.""...__._...-_--__.... Q
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ~ �W 2�% M0I'll 431 � POWER LINE AND HANDHOLES ................................................................. 101
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2% MSN 30 25
. 21i p
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2/. MAX 29 28
GRATE ...................................................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. MrN .. .-.."""-""""""""""".".......................................................
GRADED ,4 ` 27 Zb AIR VALVE ............ ..
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER+ LOT FG. SEWER BACKWATER VALVE. 0
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION GRADED 6'MIN•-� `--" "-"--""-"-""-------- "`-"---"" "- """""""""
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS+ TREES. 20' ON LOT FG.
HEIGHT+SHALE I HAVEOPERMANENTN I RRNGAT I ON SY�TEMSOW I TH4BACKFLOWT I CAL
SECTION A-A
PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. NOT TO SCALE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN I/4 PER FOOT FOR A MINIMUM OF 3 FEET.
PARc�L 4� EARTHWORK QUANTITES
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG P M, jyC, 23432 NO. LOTS CY/LOT TOTAL
PERMITTED. PER PLAN
P�M , B� 1r�' 913a�-bJ 30 15 450
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. IIIIIIIIIIIIIIIIIIIII111,11,111111111111,11Illliiiiiiii'll"llliiiiiiill...-----m
PER PLAN
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1� MYNA -- - -
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE •-. � - -
CORRECT I ON OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. '" j R/W _ _ _
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY CURB 00 PZ1
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �`�•
ER P AN ON I
. .V. 10 �,- V_ 1;'00000,07 HP.
2 INDICATES LOT NUMBER
DEEPENED 1 FF-100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV.
FS FOOTING I INDICATES PAD ELEV.
•: . PER PLAN rAS REQUIRE I '100•o PE=99.5 PE=99.5
PL 12.0% 2 PE;9A9.5 2A 3A INDICATES BUILDING TYPE
■.....
VARIES 7' 8' S' FS '�..�� FG A FG '
N � ER PLAN PER PLAN PER PLAN &-.4m
o .....
11411
=� 3' MIN. 1 FG
RN . �� - _ SIIN. 1/. MIN - - - _ PER PLAN
DIG ALERT "..... . U FG RIGHT OF WAY
-.. P.
': = - , PER PLAN
. I _.. . - _____
TM A EXIST. CURB AND GUTTER
CALL TYPICAL LOT GRADING DETAIL LD 99-070 GR
BEFORE TYPICAL LAYOUT FOR DRIVEWAYS, NOT TO SCALE GFOOTPRINTSYOU DIG! BUILDIN _
SEWER & WATER SERVICES FjCKENG
1�-800-227-2600 NOT TO SCALE � _oso a,t� Avenue
UNDERGROUND SERVICE ALERT Nor TO SCALE Riverside,
t t.
Calot least 2 working days prior to excavating. Col Ifornto VMT (WO) 782-0707
SEAL: ESS Designed by Drawn by Checked by � !� Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE pR�
COUNTY OF RIVERSIDE SALT-29-81 4 W►�CHEL F?�,
EH EH EMR RECOMMENDED BY: DATES Sl C ITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor
2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal � a� � P10 Prepared Under Supervision Of .f A#A A 6
IN THE N.W.CORNER OF THE INTERSECTION �► � No.46804 � � � ACCEPTED BY: "A . ---
OF RANCHO CALIFORNIA RD.WITH MARGARITA 1•=100' A#-Ad ) 1, 0 At2__9R
DATE:
RD. 1.0'EAST OF A T.O'C.L.FENCE,40'NORTH Exp.b-30-99 Date S_ RONALD J. PARKS PRECISE GRADING PLAN
Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER �x EDWARD MIC L RATICAN - DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 241$6, PHASES 5&6
LiNE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical J} CMV
WITNESS POST 1.0'WEST OF MONUMENT. 4jf \���' 46804 Expires 6-30-99 ,,,; LOTS 1- 16, & 102- 115 h t of
Date Cmp tt d 3
ELEVATION: 1128.410 (ADJ.9-13-82) N/A � c�� R.C.E. No. E P R.C.E. No. 19744 Expires 9-30-01 See 1
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PLOT DATE:06-MAY-1999 JN 13249
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CALL FL
I 9q
BEFORE i F� F`- 1 0' °�r° 3-� 9,01F� o F�- ._
YOU DIG! i o ION .5 �� .0 ANN Ib x�- SCALE: 1 - 20
94 r o 1 p F=��g3 :,1�1�.�► p F:�1a9' FXX ENGROMMC COMMM
1--$00227-26 4 r =„4� ► r q� . ,� F �C, . I �.1�9 F �('F� 3050 Ch 10000 Ate,.
U"ERGROUND SERVICE ALERT 20 0 20 40 SU 11.0 100
Calat bast 2 working days prior to excavating. Cal Ifo a.
Calttornla !lSOy (!0!1 ?n-0701
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. Designed by Drawn by Checked by '
CONSTRUCTION RECORD SCALE pRo�Essrq RECOMMENDED BY: DATE: �l a� OFDrawing No.
%CHE EH EH EMR CITY DEPARTMENT OF PUBLIC WORKS
Contractor
L.oT Horizontal �� �% P repared Under Supervision Of
�- !� �•�eo4 z ACCEPTED BY: 4 DATE:
SHEET SHEET NO. 1 1 =2o Exp.6-30-99 Date SRONALD J. PARKS PRECISE GRADING PLANS
Inspector Vertical EDWARD MIC L R TICAN - DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0, 24186, PHASE 5
Date C It'd ��rf C1V1�F46804 6-30-99 ,,,, LOT NOS. 8-16 AND 102- 107
N/A or ��� R.C.E. No.
Expires R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of
3
ge\d-13249\249PGD2.dgn
PLOT DATE:!6-MAY-1999 JN 13244
2:1 SLOPE
91.3 2:1 SL OPE
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to 91.3 � 7
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90.7
r '^ \9-0'i .
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3C PE_119o.T I I 8B.8 1I - 87.8 1 � 87.3 FL FL
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. PE=1190.2 , FF=1190.1 5.0' 11.4 19.01 FF=1189.1 PE=1188.1I 8
90.1 FF=1190.7 R FF=1188.6 lip" PE=1187.6
FL GF=1191.3 89.6 2C 3 A 2A 5.0' 1119' FF=11
o IRB 5.0' 5.0' 3RB 88.1
90.3 0 FL GF0190.7 b-------- I 1A o
88.5 •
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FG \\ oa' FL 89.2 89.1 ' ` 1 1 87.9 �` FL GF=1185.6 i GF=1148.1 86.9 1 86.5 GF=1187.6
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r
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89.80 '' TC �. F`
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89 4( a0 n: o 45.15 L=45.15' �n , • 37.75
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90.6 4-......... GF=1190.6 , 89.0 88.4 F �� 87.7 87.4 a 86.8 1' 86.4 86.5
A IRC 114 1 GF=1190.1 / FL L 5.3 FL 3\ _ / FL F V
FL i FL \1 . ' GF-1189.3 FL 87' 1°- FL GF=1187.5
PE=1191.0 , •- •- .. 6' GF=1188.8 - FL 5.4
FF=1191.5 90.0 89.4 GF=1189.7 i 89.2 p----q 87.9 89.6 i GF-1188.4 .........t7 4 87.0 GF=1187.9 87.4 -•------
90.9 ZA FL FL 113 5• _ _ i � FG FL FG i 1 I FL 87.8 FG
r FL PE=1190.6 8. , i ; 89. 88.4 i -- -.. 1 FG
- _ FF=1191.1112i FG FL 88.8 i i ,
91.4 - - ' 90.3 , r 5.0 88.7 111 1 i ' FG 1 i 87.9 1 5.0
9,.1 , , 3RB , PE01PE=1189.7 5.0' 110 i 5.0 108 6.0' , 10 6
FG h HP a; FL 90.3 , i FF=1190.6 1 FL FF=1190.2 PE_1189.3 1 109 5'0 PE=1188.4 �'�"` 107 FG 1 87.5 PE=1187.5
FL i i IA 2RB, FF-1189.8 5.0, PE=1188.8 i FF=1188.9 '0 PE=1187.9
5.0 FG FF=1188.0
89.8 89.1 i iC FF=1189.3 88.2 1 FF=1188.4 3A
FL 90.1 �� FL 88.7 � 2RC � 3C 87.7 u 87.3 86.9
• \ 89 887 FL 1 FL i FL ZRB FL
90.T FL FL i
89.4 i 89 0
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91,0 . SLOPE 281 � �
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FG 87.9 87.5 87.5
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98.8 ti , FG SS' 45.01' ' 45.02' 4014 - -
1 99.1 ..-._.� _
99.0 FL o r 51.54' 51.87' 45.02' r __
FL _ _ L46.86 50.00' 93.0 50.00'
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PE=1198.7 FL PE-1197.7 5.0 I , �
DIG ALERT PHASE 4 PHASE 3
CAU LD99-070 GR
BEFORE
YOU DIG!
1-800-227-2600 SCALE: 1'= 20' F"DCROEMM COMAINN
UNDERGROUND SERVICE ALERT
3030 411oago Av.rke
suite 100
I:twrsldr.
CaMat least 2 corking days prior to excavating. 0 20 40 �1ltornla t2soT csoe, ttt-oro
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: CESS► Designed by Drawn by Checked by
Drawing No.
HE4 E J4 E7 EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor - Horizontal
� P s Prepared Under Supervision Of
�► � No.46804 � �` ACCEPTED BY: DATE: 5 p
'•=20' Exp.6-3o-99 PLOT PLANS
Inspector SEE SHEET H0. 1 Date
P � '~ � RONALD J. PARKS
Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NOm24186, PHASE 6
Date Cmpit'd J}�r civ�� �'
N/A F OF c tIIIII R.C.E. No. 46804 Expires 6-30-99 R.C.E. No. 19T44 Expires 9-30-01 1 LOTS 1-7 & 108--115
P Sheet 3 of 3
9s\d-13249\249pgd 1.dgn
PLOT DATES 86-MAY-1999 JN 13249