HomeMy WebLinkAbout651-5 ESTIMATE OF QUANTITIES - TOTAL
GENERAL NOTES NO. DESCRIPRON QUANTITY UNI
PRECISE GRADING PLAN 1 REMOVE&REPLACE CURB E AIL ON 9 A6 NECESSARY 620 LF.
CONSTRUCT POP-UP EMITTER PER DETAIL ON SHEET 4 19 EA.
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0.801 AND 882 74 INSTALL AREA!MAIN PER DETAIL ON SHEET 4 36 EA
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. 4 06TALL 3"A.BS PIPE AS SNOW ON PLAN lace L.F.
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY CONSTRUCT RETAINING WALL PER MMRSIDE COUNTY 464 L.F.
OPERATION. o� STANDARD NO..284-197A&8
6 LbV-IT ANOO.207 D APRQV PER DETAILS ON SHEET 4 59 EA. ---
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) ® CITY 1a 24
48 HOURS PRIOR TO GRADING.
4.DUST SHALL 8E CONTROLLED BY WATERING. OF PALROAD rr4lroN
R RESEINOIR
5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. PHASES `J 1 1 LAKE
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN
AND SHALL NOT HAVE LESS THAN 90%COMPACTION OUT TO THE FINISHED SURFACE. Trf ELSINORE PROJECT SITE
7.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER TR 413 D
AS.T.M.D-1557-70 TEST METHOD. �a`�'
SJ
B.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE GRADING LOTS 1 - 1 ' 59 - 64 & 84- 98 s �� FOR ROM a N Z
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL G7
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION Of GROUND IS LOTS 9 9 - 1 14 & 12 4 & 13 0 - 13 7 VICINITY M A P
Z
APPROVED BY SOILS ENGINEER. a 9
N.T.S. a�
10.A SOILS ENGINEER SHALL BE REFAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL u 3 DO
SOITHE SPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS II ( I I N m
11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO
ISSUANCE OF BUILDING PERMITS. I _\ 24 I I LOT AREA TABULATION
12.THE GEOTECHNICAL RENEW OF GRADING PLANS FOR TRACT 17413-1 DATED APRIL 13,2001 I 156 55 23 1 I pg 08 107 106 105 104 03 102 101 LOT NET AREA LOT NET AREA LOT NET AREA LOT NET AREA LOT NET AREA
PREPARED BY GEOCON ENTERPRISES,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN 54 22 1 11 10 y (S.F) j (S.F.) I (S.F.) g (S.F.) I (S.F.)
AND COMPLIED WITH. I I 53 52 21 20 12 1 8,256 46 5,415 91 5,516 136 5,745 181 6,121
�157 51 19 18 17 116 15 4 13 _ -- _ \ 2 8,042 47 5,425 92 5,331 137 7,419 182 6,337
13.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: / 58 50 I �� 3 6,153 48 5,413 93 5,301 138 5,987 18J 7,239
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE I 49 - v 4 6,302 49 5,38s 94 5,285 139 51539 184 7,287
BACKFlLL OF ALLUVIAL,COLLUVIPL AND TERRACED AREAS AND ANY 59 ¢8 - \ 5 6,124 50 5,355 95 5,290 140 6,064 185 7,186
SUBSTRUCTURES. / 60 47 - 8 )29 30 31 32 33 134 35 36 37 \ 6 6,438 51 5,365 96 5,455 141 6,740 t8s 6,941
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, / / 161/ 46 45 6 27 I 38 \ I 7 8,210 52 5,340 97 s,521 143 6,715 188 6,708
BENCHING AND FILLING OPERATIONS. / 62 44 25 \ \ e 9,307 53 5,340 98 7,658 143 6,121 189 6,518
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER 191 63 43 42 41 40 3913 3g \ s 9,307 5a 5,J3s 99 6,,656 145 6,129 190 5,828
MATERIAL 90 /64 - 1T TI -- \ 10 6,329 55 5,315 102 6,656 145 6,069 190 5,828, �
119 116 ¢0 12 5.954 56 5,314 ;01 6,384 146 6,288 19] 6,618
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 89 165 12 - 115 g3 \ 12 s,s56 57 5,32a 102 5,3os 147 s,DSD 192 5.526 0
192 88 66 123 12 1"z - 41 13 5,797 58 5,812 103 5,561 148 6,215 193 5,999
14.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 187 67 68 1a 5,s98 59 7,575 taa s,ss4 tas 6,363 195 5,658 of
ADJOINING PROPERTIES DURING THE GRADING PROJECT. 193 86 69 174 75 _ ` 42 15 5,968 60 6,686 105 5,572 150 6,448 195 5,981
94 /85 70 171 172173 \ 80 43 ` 6 6,981 61 6,460 106 5,595 151 6,538 196 6,340 n
17 6,123 62 6,023 107 5,624 152 6,882 197 6,237
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 184 114 113 \ 1 is s,009 63 s,800 108 5,652 15J 6,713 198 6,464 n
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 95, 83 82 112 S4 79 ' 19 5.902 64 6,629 ;09 5,667 154 6,318 199 6,028 �I
96/ 81 124 125 44 20 5,888 65 6,073 10 5,585 155 5,398 200 61718 0
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 97, 80 7g I 126 I 85 78 45 21 7,Dn ss S,soD n1 ssaz 156 5,526 zD1 s,2so
111 I I o 22 8,046 67 5,700 112 6,547 157 6,016 202 5,982 m
98 78177 176 1 tNl 77 I 23 7,241 68 5,500 3 7,606 158 5,920 203 5,884 L S
17.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY Of THE PERMITEE. 99 'SHEET 1" 7 110 I 86 46 I / II 24 8,409 69 5,600 114 14,327 159 6,641 204 5,897 d 0
00 76 I J 25 6,115 70 5,500 5 8,063 160 6,470 205 6,154 m m
18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. Ol 0 L----- 128 109I 87 47 26 5,522 71 5,500 116 5,912 161 6,757 206 6.960 d o D
03 I 27 6,030 72 5,500 7 6,082 /62 7,313 207 7,627 G
19.SANITARY FACILRIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 04 0 207 129 1081 88 75 48 < 28 6,156 73 ssoD n8 ss21 1s3 s,e1s i C_
OPERATIONS. 06 I N 29 6,067 74 5,500 119 6,294 764 6,347 z
89 74 49 30 6,198 75 5,500 120 5,694 165 6,379 n
107 31 6,032 76 5,500 21 5,768 66 5,844
20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS EARTHWORK QUANTITIES 13C I 32 6,507 77 5,500 122 5,584 167 5,957 1` C OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN 131 1061 90 73 50 1 33 5,8057 78 5,906 123 6,312 168 5,777 i
CUT FILL 1 34 6,917 79 6,133 124 8,204 169 6,075 9 a
ACCORDANCE WITH ORDINANCE N0.ti82 PRIOR TO THE APPROVAL OF FINAL INSPECTION, m
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND TOTAL: 3,100 CYS 3,100 CYS 132 105 91 72 51 I 35 7,100 80 6,462 125 6,795 170 5,711 U'� ITN
IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE 1 71 I 3s 6,990 81 6,874 126 6,723 171 7,370 "'@ R1
WATERED AND MAINTAINED UNTIL A COVER SATISFACTORY TO THE CITY I 133 1041 92 52 1 37 6,3/8 82 6,403 /27 6,498 172 6,700 m
38 6,206 83 6,859 128 6,215 173 6,520
IS ESTABLISHED. T 103 93 70 53 I 39 6,051 84 6,296 12s 7,215 174 5,962 n
SOILS ENGINEERS CERTIFICATE: 134 1 I 40 5,713 85 5,578 130 6,042 175 5.961
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE 1 1021 94 1 69 54 I 41 5,633 86 5,522 fat 5,374 176 9,677
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE 135 _ 68 I 42 5,628 87 5,446 132 5,382 177 5,880 w -
HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. _ g5 55 43 5,624 88 5,444 /33 5,435 t78 5,788 v,
WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL REPORT 1011 I 44 5,770 89 5,425 /34 5,407 179 5,772 s
PREPARED FOR THIS DEVELOPMENT. 45 5,565 90 5,407 135 6,205 180 6,125
22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ROUGH 136 96 67 56 i I PHASING PLAN
GRADE APPROVAL 1001 - 66
a
23.APPROXIMATE DATE OR BEGINNING OPERATION-AUGUST 2004 ,�-- (sEZoK2 81/z1os1 137/ 97 57 I PHASE LOTS # LOTS LEGEND OF ABBREVIATIONS & SYMBOLS
COMPLETION-AUGUST 2005 (Signs ure) (RCE NO.) (Date) -9g1- 98 1 --1 1 25-34& 115-123 19 T.C. TOP OF CURB (100) EXIST.CONTOUR
,\ 1
24. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED I 2 35-46& 74-83 22 F.L. FLOWUNE ELEV. -100-- PROP.CONTOUR m -
IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND L- -- - 1 T.G. TOP OF GRATE ----- PROPERTY LINE
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. (Signature) (RCE NO.) (Date) I I 3 47-58& 65-73 21 o
G.B. GRADE BREAK - - - DAYLIGHT LINE
1 64 163 62 �61 (60 591\` `� 1 4 21-24& 146-156 15 F.G. FINISH GRADE 2% SHEET FLOW RATE o
25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN E R 0 S I 0 N C 0 N T R 0 L GENERAL N 0 T E S \ 5 14-20 & 138-145 15 R.G. ROUGH GRADE GRADED SWALE w
INSPECTION BEFORE APPROVAL INDEX MAP
1. IN CASE OF EMERGENCY,CALL THOMAS HOUSKA AT OFFICE: (949)797-4494 1 6 157-191 35 F.S. FINISH SURFACE CENTERLINE
26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I \ \1 INV. INVERT OF DRAIN _ _ SWALE HIGH POINT a
2. THE UNDERSIGNED CIVIL ENGINEER W1LL SUPERVISE EROSION CONTROL WORK AND INSURE THAT 1 \ \ 7 192-207 16 P. PAD ELEVATION FLOWUNE
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE WORK IS IN ACOORDAN TH 'RO 'CANS if \ tc
OF BEGINNING GRADING OPERATIONS. EN gl/j�0� / t SHEET 3 \ 8 59-64& 84-98 21 F.F. FINISH FLOOR ELEV. --S-1SUBDRAIN
GINEER DA __ __ AREA DRAIN
28.FINISH GRADE STALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT / L-------------- - ------J 9 99-114 16 G.F.F. GARAGE FINISH FLOOR B.V.C. BEGIN VERTICAL CURVE - Y TOP OF SLOPE
FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE 3. EQUIPMENT AND ORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE 10 1-13 13 E.V.C. END VERTICAL CURVE _ _ _ TOE OF SLOPE
RAINY SEASON.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT
29.MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHAH BE 1%.DRAINAGE SWALES SHALL BE A MINIMUM OF LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 11 124-137 14 P.I. POINT OF INTERSECTION RETAINING WALL o 8 --- - D<
2'FROM THE TOP OF CUT OR FILL SLOPES. - TYPICAL HOUSE TYPES E.P. EDGE OF PAVEMENT « FIRE HYDRANT G 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
30. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. u,-a• SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS T.W. TOP OF WALL ELEV. a-- STREET LIGHT o < z
5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 45'-o" 45'-0' T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL w z L7
31.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
45'-0• 45_p• 45'-0• I D.F. DEEPEN FOOTING b DEEPEN FOOTING 0 D Z
32.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6. AFTER A RAINSTORM,ALL GILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTNG �' L LENGTH °E• o °1- WATER METER q C
BASINS AND THE BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A I I
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PER ITJ0 RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 4 DWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION w. a D7
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 61y/0� P=1E.EV P-ELEV. 3 3 -T P-ELEV. ® 5 N.T.S. NOT TO SCALE 1 N m
NPDES PERMIT NO.: 33J 13 DATE PERMIT ISSUED: 7• FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE Q FF-ELEV �'• ® P=ELEV. P-ELEV. �j FF=ELEV. p-E.EV.
CONCLUSION OF EACH WORKING DAY. ? -�• ® FF=ELEV. FF-ELEV. FF-ELEV. ,I n
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD x 4 q - m
1
8. THE ENT PUBLIC
AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS. - r ELEVATION TYPES ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT Q MEAN SEA LEVEL) PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. as>• aFv- 'D a%• o- ar-
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL aEv. I G� aEv. 1 lL FC - FRENCH COUNTRY
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SETBACK CRITERIA °-_�' T - TUSCAN 6 S A
35.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY afl. - °�' - BARBARA (SWINISH)
� I - ITALLANANATE �
CONSTRUCTION/GRADING. FRONT YARD: 20' MIN. FROM BACK OF WALK OR 17' MIN. u
FROM R/W WITH
35.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY FROM R/W OR 10' MIN. PLAN 1 PLAN 2 PLAN 3 PLAN 3 PLAN 4 PLAN 5
CONSTRUCTION/GRADING. APPROVAL FROM CITY PLANNING DEPT. 2,387 SOFT. 2,892 SQ.FT. 3,326 SQ.FT. W/0 EXTRA GARAGE 3,400 SQ.FT. 3,492 SQ.FT.
SIDEYARD: 5' MIN. FROM P.L., 10' MIN. FROM P.L. 1 STORY 2 STORY 2 STORY 3,326 SQ.FT. 2 STORY 2 STORY - FOR DETAILS SEE ARCHITECTUAL PLANS
36.A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING ABUTTING A STREET AND 5' FROM TOP OR 3 BEDROOMS 4 BEDROOMS 4 BEDROOMS 2 STORY 4 BEDROOMS 5 BEDROOMS
DEPARTMENT. TOE OF SLOPES GREATER THAN 5% 2-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE 4 BEDROOMS 2-CAR GARAGE 3-CAR GARAGE d
REAR YARD: 10' MIN. FROM P.L. AND 10' MIN. FROM TOP 4 UNITS 14 UNITS 17 UNITS 2-CAR GARAGE 14 UNITS 13 UNITS ZI
NOTICE TO CONTRACTOR
OR TOE OF SLOPES GREATER THAN 5%. 6.5% OF 62 LOTS 22.6% OF 62 LOTS 27.3% OF 62 LOTS 22.6% OF 62 LOTS 21.0% OF 62 LOTS WDID# 9335_3//17-7_3 m
PREPARED BY: %HLTNSAM & ASSOCIATES CITY OF LAKE ELSINORE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYBENCH MARK REVISIONS: APPROVED BY: _
FOR JOB SITE CONDITIONS DURING THE CURSE Of CONSTRUCTION OF THIS __
REQUIREMENT INCLUDING
SHALL APPLY CONTINUOUSLYALL
PRSONS AND NOTPROPERTY.
BE THAT
To THIS
NORMAL B.M. If E-12-70 �o�4'r�Tc.^ --- - - PAUL R. DDLEST R.C.E. 58020 EXP. 6/30/O6 INLAND EMPIRE REGION PRECISE GRADING PLAN
0.8 MILE N.E. ALONG RAILROAD CANYON ROAD v, oy y RIVERSIDE
DE CA STREET,SUITE 2-7
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND DATE: RIVERsmE CA szsoa (s0s)3sz-7zoD TRACT 17413-1
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, FROM INT. OF STATE HWY. 71. 373 FT. N.W. '•'�i O.5e020 m PLANNING ENGINEERING SURVEYING GOVERNMENT RELATIONS OF 1
REAL OR ALLEGED,IN CONNECTION'NTH THE PERFORMANCE OF WORK ON THIS OF RAILROAD CANYON ROAD, 3.0 FT. S. OF W.a /CIA a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH PREPARED FOR: PHASES 8-1 0 4
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE P.P.# 14090 CWT, 1.0 FT. N. OF MARKER POST.-�.} r THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR _
OF THE OWNER OR THE ENGINEER. BRASS DISC SET IN TOP OF CONC. POST. c1vl +' SCALE: AS NOTED PULTE HOMES CORPORATION LOTS i-13, 59-64 & 84-98
't'a cAuf� MARK DEsr.RIPnaN - er APPR DATE CITY qND STATE TAWS,A D A PERMIT CAN 8E ISSUED. 18401 VON KARMAN AVENUE, SUITE 200 SHEETS d
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE MARKED E-12-70. q/ Q O o LOTS 99-1 14 & 124 & 130-137
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION DESIGNED BY: SCOTT THOMPSON DRAWN BY:SCOTT THOMPSON Ire"•- A.�s•�- 1�z7�4• "' IRVINE, CA 92612
IN THE FIELD. ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER:PAUL HUDDLESTON KEN A. SEUMALO CITY ENGINES RCE # 56915 DATE:JUNE2004 (949) 797-4400 W.O. FOR: PULTE HOMES FlL.E N0. 8