HomeMy WebLinkAbout907-1 GRADING NOTES: CITY OF LAKE ELSINORE
1.
33.ALL
WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCE N0.801 AND 882 PRECISE GRADING PLAN COUNTY OF
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX,CHAPTER
RIVERSIDE
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY
TRA CT NO. 3,2503
OPERATION. 15
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT CITY OF LAKE\LSINO TR,32503
(1-800-227-2600)48 HOURS PRIOR TO GRADING. 4
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF PHASES 3 5
BEGINNING GRADING OPERATIONS.
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. {g
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND
SHALL BE SHOWN ON THE PUN.
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL
BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90R RELATIVE COMPACTION OUT TO FINISHED SURFACE. 9� C
8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER / I ( rA G�
A.S.T.M.D-1557-70 TEST METHOD. L z
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS z SCARIFIED,AND INSPECTED BY THE GRADING �o C
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL La_I
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 1 m -- -- ___ ED
APPROVED BY THE SOILS ENGINEER.
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR " _ "' ••- _ _ I VICINITY MAP a
MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE LOL1 — — — �`
_ _ SEC.28&29 T5S.,R.4W
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN IV. / PAGE 836,F-7,1999 THOMAS BROS.MAP
AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND I J :J J I J 1 1 a 1i1 13 -1 J 1/ 11' 19 20 22 24 25 26 I I SHEET 4
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. I 11 > f r '� 21 23
13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. I I w 47 27 28 29 LEGEND OF ABBREVIATIONS & SYMBOLS
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE TOP OF CUT SLOPES x I F- , I TC, TOP OF CURB L_ PROPERTY LINE
P � ' -AL ~ 'I 46 ' F.L. FLOWLINE ELEV. DAYLIGHT LINE
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. S I 0 N ' I TG, TOP OF GRATE ?X _ SHEET FLOW RATE
i G.B. GRADE BREAK GRADED SWALE
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL I I I I I� I Q R F-C R I F.G. FINISH GRADE - CENTERLINE
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF R.G. ROUGH GRADF o1Y SCALE HIGH POINT
THE SOIL r /f ' j J ~ '' ~- ~r' ~ 52 ' 50 49 v) 45 I F.S. FINISH SURFACE
3 > 1 �� �3 ,t » 54 53 51 48 I FLOWLINE
17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS I I � it 31 I INV, INVERT OF DRAIN _j,__- SUBDRAIN
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARMENTS PRIOR TO ISSUANCE OF BUILDING I I > i I 30 P. PAD ELEVATION
PERMITS. 44 i __°L AREA DRAIN
F.F. FINISH FLOOR ELEV. TOP OF SLOPE
18.THE SOILS ENGINEERING INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES,THE ROSE ACHET BAN TR BA I �� I G.F.F. GARAGE FINISH FLOOR —� 2i1 MAX
ENGINEERING GEOLOGIC INVESTIGATION DATED 09 30 03 PREPARED BY ALBUS-KEEFE&ASSOCIATES AND THE r r /r� B.V.C. BEGIN VERTICAL CURVE TOE OF SLOPE
ROUGH GRADING PLAN REPORT DATED 08 23 05 PREPARED BY ALBUS-KEEFE&ASSOCIATES SHALL BE �jR_l\C� ,34 J 43 ' 32 -� EXISTING RETAINING WALL
/ / LAN I STREET
CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. SHEET 3 E.V.C, END VERTICAL CURVEP,I, POINT OF INTERSECTION m PROPOSED RETAINING WALL
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD — — __ ' I E.P. EDGE OF PAVEMENT WOOD FENCE
- - - - - - - - - 34 I
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) I 42 33 I I TW TOP OF RETAINING WALL ELEV. - TUBULAR STEEL VIEWING FENCE
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL c TF, TOP OF FOOTING ELEV,
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SPLIT FACE BLOCK WALL O
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY INDEX MAP I 41 I L.D.F. LEEPEN ENGTH FOOTING ,I
♦ WOODEN GATE
CONSTRUCTION/GRADING. I T -ROSE ' DWY. DRIVEWAY ■ SPLIT FACE BLOCK PILASTER m
NTS, NOT TO SCALE (PER SEPERATE PERIMETER WALL PLAN) i� z
21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE RIV
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT.
40 I P.U.E. PUBLIC UTILITY EASEMENT FIRE HYDRANT ) ;
�- 100 —EXIST. CONTOUR )moo STREET LIGHT �
22.A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. �100�PROP. CONTOUR DEEPENED FOOTING C
I 39 38 37 36 35 I BW BACKWATER FLOW VALVE o°f• ° o3E• WATER METER
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND I S H E ET I o� CATCH BASIN&LOCAL DEPRESSION N m
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REWIRED TO BE KEYED 3'O.X. DEPTH O F REQ'D OVER EXCAVATION B O7
AND BENCHED. n
I
— —— — — — — —
24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES 50 100,, ._
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL
OF ALLUVIAL,COLLUNAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. SCALE: 1"= 100'
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING
AND FILLING OPERATIONS.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. UTILITY AND SERVICE AGENCES
25.EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12"ON CENTERS OR WATER AND SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT
ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, 31315 CHANEY STREET NOTICE TO CONTRACTOR:
SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT LAKE ELSINORE, CA 92531
10'ON CENTERS; TREES,20'ON CENTER; COMBINATIONS,15'ON CENTERS.SLOPES OVER 3'VERTICAL HEIGHT (951) 674-3146 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. ELECTRIC: SOUTHERN CALIFORNIA EDISON FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
26100 ME CALL ROAD REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT LEGAL DESCRIPTION PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
ADJOINING PROPERTIES DURING THE GRADING PROJECT.
ROMOLAND, CA 92585 WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND \
27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON PARCEL'A'AS SHOWN ON LOT LINE ADJUSTMENT LLA#3693,RECORDED JULY 13,1994 (909) 928-8290 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. AS INSTRUMENT NO.279746 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
n ALSO DESCRIBED IN THE DOCUMENT AS FOLLOWS: GAS: SOUTHERN CALIFORNIA GAS COMPANY PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
•• 28.ALL WORK SHALL COMFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 465 SOUTH CORONA MALL OF THE OWNER OR THE ENGINEER.
BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST ONE-HALF AND A PORTION OF CORONA, CA 91720
29.THE LOCATION AND PROTECTION of ALL UTILITIES IS THE RESPONSIBILITIES OF THE PERMITTEE. THE EAST ONE-HALF OF THE WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE SUBDIVISION (800) 655-4555 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
LYING IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 SOUTH,RANGE 4 WEST, SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
a 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. SAN BERNARDINO BASE AND MERIDIAN RECORDED IN MAP BOOK 13,PAGE 619,RECORDS TELEPHONE: VERIZON TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
OF SAN DIEGO COUNTY,CALIFORNIA. 150 S. JUANITA STREET THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
d 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING HEMET, CA 92543 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
OPERATION. (800) 483-4000 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
m BEGIN THE NORTHERLY ONE-HALF OF THE WESTERLY ONE-HALF OF LOT 9 OF SAID MAP.
E LINES OR STRUCTURES.
8 OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND PARCEL'B"AS SHOWN ON LLA#3693, RECORDED JULY 13,1994 AS 556 BIRCH STREET S
WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SHALL BE IN ACCORDANCE INSTRUMENT NO. 279746 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA,ALSO EARTHWORK ESTIMATES: LAKE ELSINORE, CA 92530 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY C
DESCRIBED IN THE DOCUMENT AS FOLLOWS: (909) 245-2707 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. m y
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND IS (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) a, (O
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z Q GT
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST ONE-HALF AND A PORTION OF TOTAL CUT.......................................1,800 C.Y. SCHOOL DISTRICT: LAKE ELSINORE UNIFIED SCHOOL DISTRICT REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. o -4z
N OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE EAST ONE-HALF OF THE WEST ONE-HALF OF LOT 9, OF SUNNYSLOPE SUBDIVISION 545 CHANEY STREET z
TOTAL FILL.......................................1,800 C.Y. C
LYING IN THE NORTHERLY ONE-HALF OF SECTION 28,TOWNSHIP 5 SOUTH,RANGE 4 WEST, LAKE ELSINORE, CA 92530
34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH SAN BERNARDINO BASE AND MERIDIAN RECORDED IN MAP BOOK 13,PAGE 619,RECORDS (951) 253-7000 3 j
GRADE APPROVAL OF SAN DIEGO COUNTY CALIFORNIA.
Nz m
o E 35.APPROXIMATE DATE OF: BEGINNING OPERATION: 11-06-2007 o m >7
COMPLETION: 06-30-2008 BEGIN THE SOUTHERLY ONE-HALF OF THE WESTERLY ONE-HALF OF LOT 9 OF SAID MAP. o
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAX DIMENSION GREATER THAN 3"WILL BE PLACED IN THE SOUTHERLY 432 FEET OF LOT 8 OF SUNNYSLOPE BEGIN W.H.TOWNSEND'S SUBDIVISION SETBACK CRITERIA TOPOGRAPHIC SURVEY SOURCE: SOILS ENGINEER: OWNER/DEVELOPER:
FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL OF THE NORTH HALF OF SECTION 28, TOWNSHIP 5 SOUTH,RANGE 4 WEST, SAN FRONT YARD: 20' MIN. FROM R/W AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03/18/1998 BY: ALBUS-KEEFE&ASSOCIATES,INC. CENTEX HOMES
METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. BERNARDINO BASE AND MERIDIAN RECORDED IN MAP BOOK 13,PAGE 619,RECORDS OF ARROWHEAD MAPPING 1403 NORTH BATAVIA STREET,SUITE 115 1265 CORONA POINTE COURT
SAN DIEGO COUNTY,CALIFORNIA. SIDEYARD: 5' MIN. FROM P.L., 15' MIN. 431 MACKAY DRIVE ORANGE,CA 92867 CORONA,CA 92879
�ry 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE FROM P.L. ABUTTING A STREET SAN BERNARDINO,CA 92401 (714)744-9760 TELEPHONE (909)479-9300
= APPROVAL. ALONG WITH A PORTION OF LOT 9 MB 013/619 SO TOWNSEND SUB REAR YARD: 20' MIN. FROM P.L. (909)867-5969 J.N. 1216.00 FAX (909)372-2819
- 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING
�o
DEPARTMENT.
�8 NPDES WDID PERMIT NUMBER: 833C338156 DATE PERMIT ISSUED: DECEMBER 02, 2005 01
gV L-1-07
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� BASIS OF BEARINGS: BENCHMARK: REVISIONS: S°AL—ENGINEER PREPARED BY: PREPARED BY: CRY OF_ THE BEARINGS FOR THIS SURVEY IS USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER ii ASSOCIATES PRECISE GRADINCa PLAN 1
MONUMENT STAMPED D 307 1935,IS 38 FT WEST �css1° May 24,2007 IRVINE, INC ��.
�'� THE CALIFORNIA STATE PLANE ¢a N OF
Ha COORDINATE SYSTEM,ZONE 6,NORTH OF CENTERLINE R POLE 19 HIGHWAY 74,33 FT ,�o a1"1D°Lfsk� PAUL R.HUD STON,JR.R.C.E.58020 EXP.6/30/08 DATE INLAND EMPIRE REGION TRACT NO.32503
o Ej DIAL TWO WORKING AMERICAN DATUM 1983,AS SOUTH OF POWER POLE 19319 CWT. q °s n 2900 ADAMS STREET,SUITE A-15 PHASES 3-5 5
BEFORE DAYS BEFORE DETERMINED LOCALLY BY THE LINE HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. No.seo2D RIVERSIDE VE 92504 RNMENT RELATIONS
YOU DIG YOU DIG � �e/w/o6 z THESE P ANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PUNNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS SHEETS
BETWEEN NGS CORS STATIONS"ESRW"
ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �EP�Fm CENTEX HOMES
_ TOLL TREE 1-600-227-2800 AND"PPBF", BOTH AS PUBLISHED ON �r °�V�� i CITY AND STATE LAWS,AND HAVE BEEN FOUND ACCEPTABLE. SCALE: 1 20' FOR: F.B. FILE NO. o
12 A PUBLIC SERVICE BY NGS DATA SHEETS,BEING N3130-44"W NOTE: THE WERDCAL DATUM FOR IH£ROUTE 74 DESIGNED BY:ARTEMIO BARRERA DRAWN BY:ARTEMIO BARRERA a°f'cntlf°a o, � 1265 CORONA POINTE COURT n
a UNDERGROUND SERVICE ALERT (EPOCH 2O00.35). PROJECT IS 145 FEET LOWER THAN THE V£R)ICAL Q OC�iC/o7 DATE: May 24,2007 CORONA,CA 92879 0919-32503 CENTEX HOMES On zl
DATUM FOR THE TRACTIMPROWEMENT PROJECT. CHECKED BY: PAUL HUDDLESTON 1PROJECT MANAGER: CHRISTOPHER PITZER KEN A.SEUMALO CITY ENGINEER RCE#56915 EXP.6 30 07 TELEPHONE (951)479-9300 I m
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