HomeMy WebLinkAbout821-1 GRADING NOTES: CITY OF LAKE ELSINORE
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCE N0.801 AND 882 PRECISE GRADING PLAN COUNTY OF RIVERSIDE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX,CHAPTER TR.25476
33. D R
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY
OPERATION. TRACT .NO. 254 76 CARA WA Y
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT ROSETTA
(1-800-422-4133)48 HOURS PRIOR TO GRADING. cANroN
4. OPERATIONS.
GINNING GRADING THE CONTRACTOR SHALL NOTIFY CITY OF LAKE NORE
BEY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF L 0 TS 75-132 15 7-170 & 208-213
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5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 1
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6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND
SHALL BE SHOWN ON THE PLAN.BE �` / I , z
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL rr�r� r `✓/f J J ryYON aao Z
SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED
SURFACE. 10 O 16 1 7 10 1 5
8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER �� 1 _ __ ______- IF - - - - - \, �A OU Y
A.S.TA.D-1557-70 TEST METHOD. __ __ _ __ N
- --------- ---- VICINITY MAP
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING -- _ --- __ __ __ __ __ __
__ __ _. y
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. N.T.S.
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 1 I 222 240 250 25i 262 253 254 2D0 / SEC.28&29 T.5S.,R.4W
APPROVED BY THE SOILS ENGINEER. 2 I 157 58 15 160 161162 163 16, 2'k 215 gig 277 2iH 21D 0 221 280 PAGE 836,F-7,1999 THOMAS BROS.MAP
4 8 uNT"BAY 91REET 228 24B Wirm 288
11,FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR � .. 247 -TRACT BOUNDARY
MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. O B 7 B 8 224 256 25B 257 5B 25 287
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', I BANIRrurB 16
10 •160 107 106 165 213 iLri i00
AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND 15g 108 105 166 212 111 iD5 226 240 280
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES, LEGEND OF ABBREVIATIONS SYMBOLS
10 20 246 2 09 02 2B7 2B0
YS iD it i2 18 i4 i5 154 f 09 f 04 168 211 100 104 228 286
13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 110 103 168 y 210 200 i09 227• 7lrovlcAL IRRBEr 284 A.C. AIR CONDITIONING
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE TOP OF CUT SLOPES. I 3 1D2 pZ.� SHEET FLOW RATE
I 25 24 22 111 102 169 244 288 T.C. TOP OF CURB GRADED SWALE
80 20 28 27 20 i52 209 201 228 285 208 20T
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED, F.L. FLOWLINE ELEV. -- CENTERLINE
112 101 170 202 iD1 248 26 282 G.B. GRADE BREAK N
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL 208 22D � SWALE HIGH POINT
100 242 F.G. FINISH GRADE -
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF IlnLt COlxr 160 113 100 i11 2D7 203 260 8i FLOWLINE
THE SOIL. � iBD 290 F.S. FINISH SURFACE
88 84 85 80 87 i40 114 99 iT2 264 iBB 24i 270 2H0 INV, INVERT OF DRAIN TOP OF SLOPE
17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 81 200 23i P. PAD ELEVATION TOE OF SLOPE
115 98 iT8 187 240 27D F.F. FINISH FLOOR ELEV.
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARMENTS PRIOR TO ISSUANCE OF BUILDING 148 205
PERMITS. ' B0 282 27B
I 42 4i 40 3D BB .�7 116 97 'n4 iB5 23D 27 G.F.F. GARAGE FINISH FLOOR FIRE HYDRANT
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18.THE SOILS ENGINEERING INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES I 117 96 '175 184 233 27 o D.F. DEEPEN FOOTING R STREET LIGHT
AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES, I 140 iB3 234 273 274�6 S RB.S.L. BUILDING SETBACK LINE ,� DEEPENED FOOTING
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH, ppt83AGET 118 95 178 iH0 iH1 iB2 d Pu N.T.S. NOT TO °'9.SCALE °'S' a
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD � 60 51 � ., 235 � .....
SOD CH------ WATER METER 0
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) I 43 44 : 119 84 try+- 230 CATCH BASIN 8 LOCAL DEPRESSION $A C
I 82 i44 '� LOEFFEL WALL �I rt�5
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 4D Fg 120 yr 93 i1B i7D ---w�f--�- WOOD FENCE
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 45 T 4 s �100 EXIST. CONTOUR °
TRACT BOUNDARY 3 48 H3 149 121 92 237 � � TUBULAR STEEL VIEW FENCE �
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 6 100- PROP. CONTOUR SPLIT FACE BLOCK WALL
CONSTRUCTION/GRADING. i 48 47 54 '142 122 g1 ' 23B o PROPERTY LINE MJ1J1.!'Lr TUBULAR STEEL FERAL C
21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE � 141 123
00 58
DAYLIGHT LINE CAT VIEW FENCE INDICATEES BACKFLOW WOODEN GATE 67 ® • "; DO
00 124 PREVENTER REQUIRED
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT, i40 :�-� m z
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. fib 89 - - ■ SPLIT FACE BLOCK PILASTER m
-_--_---
--- ----- t30 125 ----- RIGHT-OF-WAY/PROPERTY LINE (PER SEPARATE PERIMETER WALL PLAN)
23.IF STEEP 81 SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND 88 TRACT BOUNDARY n
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT,PREPARATION SHALL BE APPROVED BY A REGISTERED B 126 _ I ® HI MAINTAINED SLOPE ® FLAG LOT ADDRESS MONUMENT
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED 82 137 87 I
AND BENCHED. I 04 127 � 86
24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: I 130 128
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL Be im 85 /
OF ALLUVIAL, IAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. I 134 130 84 INDEX MAP LEGAL DESCRIPTION
B. DURING ALL ROUGHUGH g
GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING / BB
AND FILLING OPERATIONS. 1 / B3 BEING A SUBDIVISION OF A PORTION OF PARCELS 2 AND 3 OF PARCEL MAP NO.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. I
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 82
/ g8 80 70 13 131 / �� RECORDSOF 19924 L (N BOOK 122, PAGES 44 RIVERSIDETHROUGH COUNTY, CALIF CALIFORNIA,RNIIA, TOGETHERLWITHEA PORTON OF LOFAPS,
25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12"ON CENTERS OR 72 81 PARCELS 1, 3 AND A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT NO. 02-08
ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, ///
SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT j/ 74 75 80 / TRACT BOUNDARY COUNRDEDALIFORNIA AS UMENT N0. 2003-169226, OF OFFICIAL RECORDS OF RIVERSIDE
10'ON CENTERS; TREES, 20'ON CENTER; COMBINATIONS, 15'ON CENTERS.SLOPES OVER 3'VERTICAL HEIGHT ��
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 76 77 79 /
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 78
$ ADJOINING PROPERTIES DURING THE GRADING PROJECT.
j 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON TRACT BOONDARY / NOTICE TO CONTRACTOR:
AND SHALL 8E IN PLACE AT THE END OF EACH DAY'S WORK. UTILITY AND SERVICE AGENCIES
I 0 100 200 400 600 800
0 28.ALL WORK SHALL COMFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
WATER AND SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SCALE: 1" = 200' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITIES OF THE PERMITTEE. 31315 CHANEY STREET PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
LAKE ELSINORE, CA 92531 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND O
(909) 928-3777 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY $ -
m 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING TOPOGRAPHIC SURVEY SOURCE ELECTRIC: SOUTHERN
MEWALI ROAD EDISON OWNER/DEVELOPER: REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
E OPERATION. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03 18 1998 BY:• ROMOLAN D, CA 92585 OF THE OWNER OR THE ENGINEER. z
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS / / (909) 928-8290 CENTEX HOMES g' N Z
OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE 1265 CORONA POINTE COURT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES J z
8 WITH ORDINANCE N0.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ARROWHEAD MAPPING GAS: SOUTHERN CALIFORNIA GAS COMPANY SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
431 MACKAY DRIVE CORONA, CA 92879 C
465 SOUTH CORONA MALL TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND IS SAN BERNARDINO, CA 92401 CORONA, CA 91720 TELEPHONE (951)479-9309 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL J 3
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS (951) 887-5969 (800) 655-4555 FAX (951) 273-2100 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER d N
OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR D
Is
a 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH TELEPHONE: VERIZON THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. z
S w 150 S. JUANITA STREET w
GRADE APPROVAL. HEMET, CA 92543 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
35. APPROXIMATE DATE OF; BEGINNING OPERATION: 06-30-2005 EARTHWORK ESTIMATES' (800) 483-4000 SOILS ENGINEER: AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. o
COMPLETION: 06-30-2006
o� CABLE SERVICE: AT&T CABLE SERVICES ALBUS-KEEFE &ASSOCIATES, INC. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
a n (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) 556 BIRCH STREET 1011 NORTH ARMANDO STREET
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX DIMENSION GREATER THAN 3"WILL BE PLACED IN REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
LAKE ELSINORE, CA 92530 ANAHEIM, CA 92806
ns FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL TOTAL CUT....................................... 4,000 C.Y. (909) 245-2707 PHONE: (714) 630-1626
`n METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
o TOTAL FILL....................................... 4,000 C.Y. FAX: (714) 630-1916
.37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE SCHOOL DISTRICT: ELSINORE VALLEY UNIFIED SCHOOL DISTRICT
3$ J.N. 1216.00
�� APPROVAL. LAKE ELSINORE,
STREET N"0,1,: WDID#8 33C327577
LAKE E74-7 3 CA 92531
i .38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING (909) 674-7731
DEPARTMENT. /1
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its v Iv N�Jb L9 v o
g I� �Ly I BENCHMARK: REVISIONS: SEAL-ENGINEER PREPARED BY: PREPARED BY: CITY OF LAKE ELBNOW
dg ll� ll USC AND GS BENCH MARK DISK IN CONCRETE April 8, 2006 ❑HUNSAKER ASSOCIATES PRECISE GRADING PLAN 1
MONUMENT STAMPED D 307 1935. IS 38 FT WEST eP°fessHON - IRVINE, INC OF
OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT pAoIwDDces4� PAUL R.HUD D TON, .R.c.E sa D EXP.5/3o/OB DA1E INLAND EMPIRE REGION TRACT NO.25476-CARAWAY
o M.EFIRE
TWO WORKING SOUTH OF POWER POLE 19319 CWT. os c 2900 ADAMS STREET,SUITE A-15 LOTS 7r LO18151-T70 MD LOTS 208-213 Q
DAYS BEFORE NO.58020 m RIVERSIDE CA 92504 (951)352-7200 + v
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING ONEERING TITLE SHEET SHEETS
$N x YOU DIG " E1w.a/Do/Oe s /EN /SURVEYING/COYERNMENT RELATIONS
HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. °' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ORS FOk CENTEX HOMES MARK DESCRIPTION BY APPR. DATE ,.
FREE 1-800-227-2500 ��P cH VIt �� CITY q�7D STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=30' W.O. FOR: F.B. FILE NO. p
i A PUBUC SERVICE BY DESIGNED BY:BILL WALLANDER DRAWN BY:BILL WALLANDER DF CAL •/ Q Q 1211 CORONA POINTE COURT �.�
-Ly UNDERGROUND SERMCE AIERT N^^• ./ oI CORONA, CA 92879 0919-25476 CENTEX HOMES 75
ELEV.1425.76 NAVD 88 DATE:APRIL 2006 m
c W CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: DONALD R. CAMPBEL KEN A.sEUMua an ENGINEER R.C.E/58915 EXP.8/30/07 oATE TELEPHONE (951 479-9309
I