HomeMy WebLinkAbout651-1 GENERAL NOTES oP� ESTIMATE OF QUANTITIES - TOTAL
NO. DESMPTTON QUANTITY UNI
PRECISE GRADING PLAN 1 INSTALL J:REPLACE�J AIL DIVAY AS 1�CESSARY 620 L.F.
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CRY OF LAKE ELSINORE ORDINANCES N0.801 AND 882 CONSTRUCT POP-UP EMITTER PER DETAIL ON SHEET 4 19 EA.
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. 74 INSTALL AREA ARAM PER DETAIL CN SHEET 4 36 EA.
4 AVS'TALL J A.B.S.PoPE AS SiIOMV ON PLAN 1808 L.F.
2.A PERMIT SHALL.BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY CONSTRUCT RETAIMING WALL PER RVERSIDE COUNTY 464 L.F.
OPERATION. STANDARD NO..284-197A R B
CONSTRUCT MOD.207 I
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U D APRCW PER DETAILS GY SHEET I 59 EA.
UTILITY COMPANIES AND USA ALERT(1-800-422-4133) o CITY TR.2a �'--
48 HOURS PRIOR TO GRADING.
4.DUST SHALL BE CONTROLLED BY WATERING. OF RESEWO CNIYDN
RESERJgR
5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERY.,UNLESS OTHERWISE SHOWN ON PLAN. PHASES - 1 1
LAKE
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN �M,,
AND SHALL NOT RAVE LESS THAN 90%COMPACTION OUT TO THE FINISHED SURFACE. �s��� El51NORE - PROJECT SITE
7.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER TR4t3 I B
K.S.T.M.AR AS SHALL
B TEST METHOD. LOTS 1 - 13 5 9 - 6 4 & 8 a4- 9 8 ���` -� pqQ
6.FILL AREAS SFHNL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE GRADING ' aow L 11 Z.
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL u'OAD
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SWILL BE PLACED UNTIL PREPARATION OF GROUND IS LOTS 9 9 - 1 14 12 4- 13 0 - 13 VICINITY MAP GT
APPROVED BY SOILS ENGINEER. `'
N.T.S. m c
10.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL s -'
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS �NJ�I I n
OF THE SOIL i �-d' r------ l N I7
11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 1
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO
ISSUANCE OF BUILDING PERMITS. 24 1 1 LOT AREA TABULATION
12.THE GEOTECHNICAL RENEW OF GRADING PLANS FOR TRACT 17413-1 DATED APRIL 13,2001 I 156 55 23
22 1 1 p 109 08 IU7 106 105 104 101 LOT NET AREA LOT NET AREA LOT NET AREA LOT NET AREA LOT NET ARE4
PREPARED BY GEOCON ENTERPRISES,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN 112 11 'f (S.F.) i (S.F.) iIS.F.) / (S.F.) i (S.F.)
AND COMPLIED WITH. 52 20 I - - 7 8,256 46 5,415 91 5,516 136 5,745 181 6,121
/ 57 51 19 18 17 16 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 5,987 183 7,239
A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 49 4 6,302 49 5,389 94 5,285 139 5,539 184 7,267
BACKFI / 59 48 - 5 6,124 50 5,355 95 5,290 140 6,064 185 7,186
SUBSTRUCTURES
TU AILWIAL,COLLUVW.AND TERRACED AREAS AND ANY 60 47 11999 30 31 32 33 134 35 36
SUBSTRUCTURES // 27 8 r 37 \ 1 6 8,210 51 5,363 96 6,521 141 6,740 167 6,891
/ 61/ 46 6 1 38 7 8,260 52 5,340 97 5,906 143 6,487 187 6,708
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, / 62 45 44 25 \ 8 9,583 53 5,340 sB 5,9os f43 s,a87 188 6,708
BENCHING AND FILLING OPERATIONS. 191 43 42 41n33 _ 39 \ 9 9,307 54 S,J39 99 7,655 144 6,12f t89 6,518
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER 63/ - -- 10 91949 55 5,315 100 6,656 145 6.069 190 5,828
MATERIAL 89 64165 12 119 il6 115\ g3 - 40 11 6.324 56 5,314 101 6,384 146 6,288 191 6,618 3
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 88 66 67 f2 51956 57 5,324 102 51309 147 6,060 192 5,526 q
192
123 41 J 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 f4 5,698 59 7,575 104 5,554 149 6,363 194 5,658
0
ADJOINING PROPERTIES DURING THE GRADING PROJECT. i93 187 86 68 69 173174 75 _ 42 f5 5,968 60 6,686 105 5,572 150 6,448 195 5,981
94 /85 70 171 172 �� 80 i6 6,981 61 6,460 106 5,595 151 6,538 196 6,340 T
43 17 6.723 62 6,023 107 5,624 152 6,882 197 6,2J7
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 95 84 83 114 113 84\ 79 1
8 6.009 s3 s,6AA 108 s,ss2 r53 s,7f3 t98 6,464 n
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. /96 82 124 112 qq is 5,902 s4 6,629 709 5ss7 f54 s,378 19s 6,028 "I
20 5,888 65 6,073 110, 51585 155 5,398 200 6,718 0
/97 81 80 125 78 I o 21 7,072 66 5,600 111 6,582 156 5,526 201 6,250
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. / 79 1 126 111 1 85 45 o
_ gg 78 177 22 8,046 67 5,700 112 6,547 157 6,016 202 5.982 m
99 176J ; 11i7 110) 86 77 46 I II 23 7,241 68 6,500 113 7,606 158 5,920 203 5,884 d
17.THE LOCATION AND PROTECTION OF All UTILITIES IS THE RESPONSIBILITY OF THE PERMTITEE. 00 SHEET `I 24 8,409 69 5,600 it4 f4,327 f59 6,641 204 5,897
76 25 6,115 70 5,500 115 8,053 160 6,470 205 6,154 m 1 E7
18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. Q1 0 03 L------ 128 109 87 47 I l w 26 5,522 77 5,500 116 5,912 161 6,757 206 6,960 .� A a h
04 75 27 6,030 72 5,500 117 6,082 162 7,319 207 7,627 a i
19.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 0` 06 207 129 1081 88 48 < 28 6,156 73 5,500 118 5,921 163 5,819
OPERATIONS. 89 74 rn 29 6,067 74 5,500 119 6,294 164 6,347 -
107 49 30 6,198 75 5,500 f20. 5,694 165 6,379 ] a'
130 31 6,032 76 5,500 21 5,768 66 5,844 a ' GT
20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS EARTHWORK QUANTITIES 90 73 50 I 32 6,507 77 5,500 f22 5,584 167 5,957
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN CUT FILL 131 1061 I 33 5,867 78 5,906 t23 6'J12 768 5,777 i `:
ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 34 6,917 79 6,133 124 8,204 169 6,075 4 I m
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND TOTAL- 3,100 CYS 3.100 CYS 1 132 105 91 72 51 I 35 7,100 80 6,462 /25 6,795 170 5,711 z
IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE ' 133 1041 92 71 52 i I 37 6.990 82 s874 126 6,728 rig 7,370 �'z ni
WATERED AND MAINTAINED UNTIL A COVER SATISFACTORY TO THE CITY 38 6,206 8J 6,859 128 6,215 173 6,520 77
IS ESTABLISHED. SOILS ENGINEER'S CERTIFICATE: 134 1031 93 70 53 I 1 39 6.051 84 6,296 129 7,215 174 5,962
• 40 5,713 85 5,578 130 6,042 175 5,961 n
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE I 1021 94 69 54 41 5,633 86 5,522 131 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 42 5,628 87 5,446 132 5,382 177 5,880 0
HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. MATH THE RECOMMENDATIONS AND SPECFCATONS OUTLINED IN THE SSLS AND GEOLOGICAL REPORT 1011 95 68 55 43 5,624 88 5,444 133 5,435 178 5,788 w
PREPARED FOR THIS DEVELOPMENT. I 44 5,770 89 5,407 135 6,205 180 6,772
125
22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ROUGH 136 96 67 56 I 45 5,565 so S,aO7 i35 6,2A5 780 6,r25
GRADE APPROVAL A��.R�- 10d PHASING PLAN F
CB2042 Q�12_�Otl 137/ 97 66 57 I PHASE LOTS # LOTS LEGEND OF ABBREVIATIONS & SYMBOLS D ,
23.APPROXIMATE DATE OF: BEGINNING OPERATION-AUGUST 2004 P (Signa ure) (RCE NO.) (Date) -�1- 98 6�3 --1 1 25-34& 115-123 19 T.C. TOP OF CURB ABBREVIATIONS
EXIST.CONTOUR n
COMPLETION-AUGUST 20D5
24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE PLACED 2 35-48& 74-83 22 F.L. FLOWLINE ELEV. '--100- PROP,CONTOUR.
IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND L_ -- - T.G. TOP OF GRATE -- PROPERTY LINE
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. (Signature) (RCE N0.) (Dote) 3 47-58& 65-73 21 ,n
G.B. GRADE BREAK DAYLIGHT LINE
4 21-24& 146-156 15
1 64 163 62 161 160 59 \ `\ I F.G. FINISH GRADE 2% SHEET FLOW RATE o
25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN EROSION CONTROL GENERAL NOTES INDEX MAP 1 1 5 14-20& 138-145 15 R.G. ROUGH GRADE GRADED SWALE w
INSPECTION BEFORE APPROVAL 1 �d
1. IN CASE OF EMERGENCY,CALL ____ THOMAS HWSICA AT OFFICE: 4 797-4494 I 6 157-191 35 F.S. FINISH SURFACE CENTERLINE a
w
26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. - -- 1 \ I INV. INVERT OF DRAIN _ SCALE HIGH POINT a
2. THE UNDERSIGNED CIVIL ENGINEER PALL SUPERVISE EROSION CONTROL WORK AND INSURE THAT 1 \ \ 7 192-207 16
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE WORK IS IN ACCORDAN TIi RO LANS. / / / \ ` P. PAD ELEVATION FLOWUNE
OF BEGINNING GRADING OPERATIONS. 191104- / I SHEET 3 8 59-64 & 84-98 21 F.F. FINISH FLOOR ELEV. �^s✓ SUBDRAIN
28.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT ENGINEER DATE - / L______________ _ _____ J 9 99-114 ]g G.F.F. GARAGE FINISH FLOOR _ _ AREA DRAIN
B.V.C. BEGIN VERTICAL CURVE - K'I TOP OF SLOPE
FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE 3. EQUIPMENT AND KERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE 10 1-13 13 -.,I�.,<<)
RAINY SEASON.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT E.Y.C. END VERTICAL CURVE '`*'+" TOE OF SLOPE
29.MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE S96 L BE 1%.DRAINAGE SWALES SHALT.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 ( g ��
2'FROM THE TOP OF CUT OR FILL SLOPES. TYPICAL HOUSE TYPES E.P. EDGE OF PAVEMENT FIRE HYDRANT T3
30.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQt1NNFM ALONG THE TOP OF ALL FILL SCOFFS OVER 5'HIGH. 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE qfl ENGINEER. SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS
0 1
5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF T.W. TOP OF FOOL ELEV. 27--• STREET R S a i �;
31.PROVIDE A BROW DITCH,DESIGNED TO HANDLE]DO YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 46'-0' T.F. TOP OF FOOTING ELEV SOUND OR SCREEN WALL z ° ` c'
4s'-a• I I z � ' �] G
32.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING �-'1 �-j D.F. DEEPEN FOOTING �d7 DEEPEN FOOTING °
BASINS AND THE BASINS ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A L LENGTH T6'' o 'b- WATER METER N
C
RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. .{ DWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION �.
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT 1 2 3 3 P-ELEV. ® S ` m s U]
/ -I N.T.S.NTS NOT TO SCALE 6
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 8/�8¢ 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE Q FF-�; FF-ELEV. P-ELEV. ® P-ELEV. q FF-ELEV. P-EEV. _I
NPDES PERMIT NO.: 33J13 DATE PERMIT ISSUED: 4 ► CONCLUSION OF EACH WORKING DAY. j, Q FF-ELEV. ® FF-ELEV. 4 FF-ELEV.
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD 8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO -1 x 4 �- r $ - a
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEND SEA LEVEL) PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION, arF. aay. 1O asv, aF°f,. iaAv. ELEVATION TYPES
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL °�'• 1 � eu- 1 PC FC - FRENCH COUNTRY
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SETBACK CRITERIA °R' _�'• T - TUSCAN o
35.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY �' aA n �' S - SANTA BARBARA (SPANISH) z
I - ITALIANATE
CONSTRUCTION/GRADING. FRONT YARD: FROM I R N. FROR 10' MIOM BACK N. FROM R WALK R 1 WITH IN °
35.ALL PROPERTY CORNERS SWILL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY PLAN 1 PLAN 2 PLAN 3 PLAN 3 PLAN 4 PLAN 5
APPROVAL FROM CITY PLANNING DEPT. 2,387 SQ.FT. 2,892 SQ.FT. 3,326 SQ.FT. W/O EXTRA GARAGE 3,400 SQ.FT. 3,492 SQ.FT.
CONSTRUCTION/GRADING. SIDEYARD: 5' MIN. FROM P.L., 10' MIN. FROM P.L.
ABUTTING A STREET AND 5' FROM TOP OR 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 TOE OF SLOPES GREATER THAN 5% 3 BEDROOMS 4 BEDROOMS 4 BEDROOMS 2 STORY 4 BEDROOMS 5 BEDROOMS n
2-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE 4 BEDROOMS 2-CAR GARAGE 3-CAR GARAGE
DEPAIiTidFM• 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 zz
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 z
N0110E TO CONTRACTOR WDIO#_8335sA/773
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY BENCH MARK REVISIONS: APPROVED BY: PREPARED BY: �HUNSAEER & ASSOCIATES m
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS �pfESS, ` '.' IRVINE, INC CITY OF LAKE ELSINORE
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS B.M. // E-12-70 oe attr -15 PRECISE GRADING PLAN
a r PAUL R. DL ST R.C.E. 58020 EXP. 6/30/O6 INLAND EMPIRE REGION
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL a1 2 y
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 0.8 MILE N.E. ALONG RAILROAD CANYON ROAD y o RIVERSIDE
DE CA STREET,SUITE .7
FROM TNT. OF STATE HWY. 71. 373 FT. N.W. ?- DATE: RIVERS DE CA 92504 ((s09))352-7200 1
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUfl, 3 ,,NO.58020 PLANNING dNEERING RVEIING GOVERNMENT RELATIONS TRACT 17413-1 OF
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF RAILROAD CANYON ROAD, 3.0 FT. S. OF _„ u�',ttw•e/w/De A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: PHASES 8-10
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE P.P.# 14090 CWi, 1.0 FT. N. OF MARKER POST..''- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR n_ tO
OF THE OWNER OR THE ENGINEER- BRASS DISC SET IN TOP OF CONC. POST. �i4, /V1 + SCALE: AS NOTED PULTE HOMES CORPORATION 4
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE MARKED E-12-70. �'CAL DESIGNED
MARK DESCRIPTION eY APPR DATE CITYq/qN D STATE LAWS,A D A PERMIT CAN BE ISSUED. LOTS 1 13, 59-64 8c 84-98
";-1'8401 VON KARMAN AVENUE, SUITE 200 SHEETS
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION DESIGNED BY: SCOTT THOMPSON DRAWN BY:SCOTT THOMPSON Q o�1 04 IRVINE, CA 92612 LOTS 99-114 & 124 & 130-137 3 I
IN THE FIELD. ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER:PAUL HUDDLESTON KEN A. SEUMALO CITY ENGINEERRCE # 56915 DATE:JU.NE.2004 (949) 797-4400 W.O. FOR: PULTE HOMES FILE NO.
C3