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GRADING NOTES:
1. CITY OF LAKE ELSINORE
ANDLAPPLCABLE RK SHALL
TANDARDS AND SP BE DONE IN ECIFICATIONS AND DANCE WITH E CITY OF LAKE THE LATEST EDITION ONNORE OF THE U�B.CCE NO.801 AND APPENDX,CIHAP�TERCmA PLA NHIGHWAY 74 BOUNDARY
33. EDGE OF PAVEM -
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE.PRIOR TO ANY CALTTRANS �% C9 COUNTY OF RIVERSIDE
OPERATION. DRAINAGE " 187 TR.25479 1
EASEMENT
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT _
(1-800-422-4133)48 HOURS PRIOR TO GRADING. TRA%Ag%,;T 09%5 4 7 go'& / --
ills ® HIGHWAY 74 CL 185 LIMBS OF
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF - g 1184 NSTRUCTION
BEGINNING GRADING OPERATIONS. 19 9 _ 1
y 183 CITY OF LAKE NO(3E
5.OUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER, 9 t81 _- S€
6.SHALL
SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SEE SHEET 2 FOR INDEX MAP 00, 9 9 ] 8 181
SNALL BE SHOWN ON THE PLAN.
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL HIGHWAY 74 9 yj 116
BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO FINISHED SURFACE. EDGE OF PAVEME -RDAG 8.S.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER
A. T.M.D-1557-70 TEST METHOD. LINE TABLE CURVE TABLE Ol ° 2 22 1 ISK� �pocrx+=".0 - _ I, <
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT DELTA D 1 f 8 z
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL LI 25.83 N76.03'21'E CI 34,83 34.00 19,12 58'42'07' 11 1 1] 7 $a
L2 26.21 N87 13'31'E C2 48,60 9B,86 24.80 28'10'0T 0 ] 16]
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH,NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS L3 13.24 N67.59'26'W C3 12.28 25.00 6.27 28'09'16' /• Li VICINITY MAP
APPROVED BY THE SOILS ENGINEER. L4 100,01 N56'S0'32'W 0 1 1 17 166 rm
C4 80.73 105.31 42.46 43'S5'13' 1 17 �BOUNDARY N.T.S. m
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR L5 71.85 N46'1T3TW`' C5 168.80 1144A0 84.56 8'2T16' % -'070 1 '.a .62 1616 165 (;RUNTY BOUNDARY SEC.28&29 T,SS.,R.4W p
MINIMUM OF 3',THEN 1%(MINIMUM)TO FIOWLINE OF EARTH SWALE. L6 30.63 N18'40'53'E C6 554,70 623.69 297.21 50'57'30' PAGE 836,F-7,1999 7HOMAS BROS.MAP
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 101, L7 39.86 NO2.26'16'E C7 596.19 2733.94 299.28 12'29'40' S 09 21 1 4B \ 161 15 157 -- r '
AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 DEEP AND L8 26.59 N23.46'25'E C8 241.32 2370.15 120.77 5.50'02' -
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. L9 29.87 N81.02'18'W C9 510.55 2226% 256.40 13'08'16' •/� ZSV EA2529 6 49 160 59
L10 121.93 N66.08'47'E C10 4,34 372,90 2.17 O'40'03' iq 1so LEGAL DESCRIPTION
13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. Lll 56.48 N79.19'43-E Cll 1357,68 3128.85 689.70 24.51'43' 3 228 144 15 ��.` COUNTY OF
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE TOP OF OUT SLOPES. L12 61R3 N86'S8'IS'E ' 143 152 NVE7tSDE BEING A SUBDIVISION OF A PORTION OF PARCELS 2 AND 3 OF PARCEL MAP NO.
L13 109.93 N23'58'10'E PROP.R/W ,,,;�> 23 3 ' 227/ 21 142 '- 19924 FILED IN BOOK 122, PAGES 44THROUGH 48,INCLUSIVE OF PARCEL MAPS,
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. L14 217.10 NOO.25'47'w 3 2 14123 141 153 Sq 5515�1 ,' ,� RECORDS OF RIVERSIDE COUNTY,CALIFORNIA,TOGETHER WITH A PORTION OF
Ll,' 154,40 N49'45'43'E 25 \ PARCELS 1,3 AND A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT NO.02-08
SO A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, DI SUPERVISE GRADING AND PROVIDE I FINAL LOT "M" RECORDED AS INSTRUMENT NO.2003-169226,OF OFFICIAL RECORDS OF RIVERSIDE
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND IXPANSIVE CHARACTERISTICS OF Lib 19.06 N04.00'24'W 103 124 t40 139 1 c 111YBN COUNTY, CALIFORNIA.
THE SOIL HIGHWAY 74 CL / 36 5/ 2 0 12 3 13 _L17 65,00 N41'18'2TE / 0 p 0 12
17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS LIS 58,14 N46.10'24'E / 3 223 2 0 - -
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARMENTS PRIOR TO ISSUANCE OF BUILDING L19 61.90 N53.30'33'E 99 127128 _ 0 INDEX OF SHEETS:
PERMITS. L20 2610.99 N00.33'21'E HIGHWAY 74 3 5 0 9 129 y 3 3 ��----
L21 400.06 N41.01'05'E EDGE OF PAVEMENT 23 $
IS.THE SOILS ENGINEERING INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES 3 SHT.N0, DESCRIPTION
AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES, L22 65.44 N54'08'03'E 0 5 5 0 0 0^ \ 9]96 5 131 3 1 TITLE SHEET
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. L23 67.46 N51.54'58'E 241 50 q,!,• 0 94 2 - TITLE SHEET BOUNDARY MAP
L24 106,22 N51.19'33'E 120 0 93 2 TRACTBOUNDARY 3 DETAIL SHEET INDEX MAP
EL A REGISTERED WHERE
SPEC ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION N BUILDING PAD L25 51.41 N88'51'00'E 48 247 19 1 E - 1 91 90 89 88 87 15 t4 ROUGH EROSION CONTROL P INDEX&DETAIL SHEET INDEX SHEMAP&DETAIL SHEET
ELEVATION.WHERE AN ELL ELEVATIONS ARE REQUIRED,THE ELEVATION(SURF RESPECT Q MEAN SEA LEVEL) }'
ET
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL L27 15.34 N47.59'18'E , a a'' ~� 17 - 1 _ 16-17 EROSION CONTROL PLAN PLAN SHEET
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. L27 15.34 N0T10'42'E r<"°.il - 4 q\ \1 ,.-`� � 1 y 11� 86
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY L28 10.55 N14.221501E - q _ 1 2 73 7q 75 - 85 °^
CONSTRUCTION/GRADING L29 323.17 N01•32'40'E 246 2 ]
L30 451.25 N46.19'o7•w 3 5s 7i 70 ]] 84 --'----- ESTIMATES OF EARTHWORK QUANTITIES:
21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE L31 40.55 N26'27'42'E � 4 g FIXD
" 69 78 k i
BUILDING AND ENGINEERING "B CUT FILL L3
NEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 2 316.77 N48.11'40'E I 5 57 60 Al 6 79 T 82
22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOL L33 14.97 N29'56'49'E RAI►11I��GE 6 6 6364 61 1 80. gy RAW CUT/FILL 1,030,930 C.Y. 1,516,916 C.Y.
L34 173.38 N27.48'28'E :EASEMENT 6 3 65 BULKING(8�) 82,474 C.Y. 0 C.Y.
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TOM PLACED,IT MUST BE CLEARED,KEYED,AND L35 275.53 N26'01'35'E ff 34 33 BLASTING IN BEDROCK&OVERSIZED ROCK 30,000 C.Y. 0 C.Y. C
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL A APPROVED BY I REGISTERED L36 63.87 N51.10'37'E I ! ]8 .555 52 51 66\ lks
1 37 36 35 _ BULKING(87) 2,400 C.Y. 0 C.Y.
AND
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REWIRED TO BE KEYED I -
AND BENCHED. L37 239.86 N53.51'30'E D� OE i i \ 9 } 50 40 39 ALLUVIUM REMOVAL 204,830 C.Y. 204,830 C.Y.24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: L36 11.66 N48'13'25'E EAS ENT T 10 41 _ _ SHRINKAGE(17X) 0 C.Y. 34,821 C.Y. L 7mj
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL L39 1422.43 N89'S6'43'E / - / I 11' 46-49 26 27 28 29 301 32• - n
OF ALLUVTAL,COLLUNAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 47 42 25 SUBSIDENCE(0.10'OVER 126.4 ACRES) 0 C.Y. 20,393 C.Y.
B. DURING ALL RICH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING / /' OVER-EXCAVATION OF PADS&STREETS 259,845 C.Y. - 259,645 C.Y.
AND FILLING OPERATIONS. / /55 / \ 13 46 45 2 BULKING OF OVER-EXCAVATION(8% - 20,772 C.Y. 0 C.Y.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL
• D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. � _-- MISCELLANEOUS REMEDIAL 0 C.Y. 0 C.Y.
4E \ , 2
25.EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12"ON CENTERS OR _ („J. 20 C 2 1 � SHRINKAGE(0%) 0 C.Y. 0 C.Y.
ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,E ADDITION TO GRIND COVER;SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT HIGHWAY 74 CL y 15 1 g 19 n .. .. ... TOTALS 1,631,051 C.Y. 2,036,605 C.Y.
10'ON CENTERS; TREES,20'ON CENTER; COMBINATIONS,15'ON CENTERS.SLOPES OVER S VERTICAL HEIGHT 4 �' 16 117 J
�" M "-� _ BALANCE(IMPORT): 405,554 C.Y.
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFlOW PREVENTION DEVICES PER U.P.C. __ ----- � C �� 1
HIGHWAY 74 .... M REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE SOILS REPORT
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT -��, "
ADJOINING PROPERTIES DURING THE GRADING PROJECT. EDEiE OF PAVEMENT / i
-�........ PREPARED BY ALBUS-KEEFE&ASSOCIATES INC.AS JOB NUMBER 1216.00 DATED FEBRUARY
27.APPROVED EROSION " - -� ._ .
PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON i -= - � __�. � ��` 1 27,2003, ENTITLED SUMMARY OF GEOTECHNICAL DUE-DILIGENCE REVIEW AND SUPPLEMENTAL
A"
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. - STATE ��• �`_ i ,,:,. /I �, I /RAMSGAC DEVELOPMENT,TENTATIVE TRACTS 25476,
y!
28.ALL WORK SHALL COMFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. .._AND TRACT BOON w; ,..= -__ � /` I '+ y i ¢ 25477, 15478,N&25479,°CITY OF LAKE°ELSINORE,COUNTY OF RIVERSIDE,CALIFORNIA.
\ ......... I ` NOTE
- - I�_- .} -,go-
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITIES OF THE PERMITTEE. - \ ..� ,«Y i I � � r THE ABOVE LISTED QUANTITIES REFLECT THEENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES '-� ''-�� - DA
' --- OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. DRAINAGE ���\ \ a•"• .BOLA PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
` ""--•- �`�,y �� r FOR CONTRACT PURPOSES. SHRINKAGE,SUBSIDENCE,AND ANY REMOVALS ARE BASED ON
>
31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGNNING TO COMPLETION OF GRADING / ..�.. _ - `, _.-_-^ . ,„, 1 i., " •�1 T ,.-.L_
OPERATION. FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS DURING
tT
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS ~«_ -� `'-,._` `-'256\ "' / ' .
w .__..�._..-.._._-_.
< OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE - -- � '-•--__ "�� .� � -
�,,, CONSTRUCTION MAY VARY
ti
WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
_ \`
__-
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND IS /
OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. "-- \ SOILS ENGINEER: OWNER/DEVEINDIRECTLY >
a SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
' "'--
r _ ___ --`"`-- \ \ �0 - 1»
m 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH -" "-..... -� ALBUS-KEEFE&ASSOCIATES,INC. CENTEX HOMES"""' 1403 NORTH BATAVIA STREET,SUITE 115 150 �) 67
~ ORANGE,CA 92867
i GRADE APPROVAL '--__- 1 rZ2
r 1 \�:, J 14)216 00 760
-'--* 1 ,` i�` HONE O9��)273 4 00
r E 35.APPROXIMATE DATE OF: BEGINNING OPERATION: 2-12-2004 _____-_._..---�� _
COMPLETION: 2-72-2005 J/ / - \ y � i �� TELEPHONE
z
\ CA N
J.N. FAX -
( i� \ i} \
-< ED
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX DIMENSION GREATER THAN 3"WILL BE PLACED IN ......�_�--....--- .-�_` - ;, � � ;,' -'
1 909 2
FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL
SOILS
o r METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
0 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE TOPOGRAPHIC SURVEY SOURCE
APPROVAL i /1
TRACT 130UNDARr,
AERIAL PHOTOGRAPHIC METHODS FLOWN I N 03 18 19 L / / 98 BY.
0 38.GRADING PLANS WALL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING - _._. �
DEPARTMENT. .-_._. /� - _
TRACT BOLIII A 1,
ARROWHEAD MAPPING
9g __ k i, 431 MACKAY DRIVE
• 0 100 200 400 600 800
\�.. L39 �� }� - �.._ " SAN BERNARDINO,CA 92401 a
BOUN i MAP (s°s)667-5969
WDID #833C325192
SCALE: 1'= 200'
g REVISIONS: ':D BY: PREPARED BY: aff QF BARE BN
USC AND GS BENCH M,6tK DISK IN CONCRETE HUNSAKER & ASSOCIATES
vH MG E 111111���LL1 111111 MONUMENT S?4- 'f;U D 307 1935,IS 38 F7 WEST ----- � ,�G? y� IRVINE, INC RBI �ADNO PLAN QgOFESS/O4•
OF CENTERLIN'-CALIFORNIA HIGHWAY 74,33 FT o wlcnt 4 PAOL HUDDLE:,iON,JR.P.^E.58020 EXP.6/30/06 DATE INLAND EMPIRE REGION of \
o DIAL SOUTH OF POWER POLE 1931i CWf. ec ¢ F1To 2900 ADAMS STREET SUITE A-15 TM CT 19
RIND WORKING 4• RIVERSIDE CA 92504 (909)352-7200
0 8 rB.OREEF DAYS BEFORE - HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. = No.5eozo 14 A PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS B/
L u� PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TITLE SHEET SHEETS Q
1 REVISE SOPHN&TREWS INf.,REVISE LOT 241 PAD ELEV. MWB ENO.58020 x
o p DIG DIG ELEV.1425.76 NAVD 86,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APP". ATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR
TOLL FREE 1-800-227-2800 �� CITY ANDaJS ATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES •^
A PUBLIC SERVICE 9Y NOTE.• THE V£RPCAL DATUM FOR THE ROUTE 74 DESIGNED BY: MARINES BUSCH DRAWN BY_MARINES BUSCH rf°/'cAUF°p�\ /" / / 2280 WARDLOW CIRCLE,SUITE 150 W'0. FOR: F.B. FILE N0. z
PRD,�CT IS 295 FEET LONER 1NAN THE t'ERIICAL -- - 'G"�� .:Cry OS'�/7!O`f CORONA,CA 92880-2896 0919-25479 CENTEX HOMES /1p
w UNDERGROUND SERVICE ALERT DA NM FOR THE TRACT IMPRO"ENT PROJECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGF� MATRHEW BUSCH '�'� DATE: JULY 2003 Lot /
w
x KEN A.SFUMALO CITY ENGINEER RCE Y 56915 (909)279-4000 2
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