HomeMy WebLinkAbout470-1 GENERAL NOTES
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 882
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. TRACT 24383
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2 OA PERMIT PERATIONSWUl BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY o P R C_*' I S E GRADING PLAN W
LOT AREA TABULATION
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) N " LOT NUMBER AREA S.F. LOT NUMBER AREA S.F.
48 HOURS PRIOR TO GRADING. p CITY 70 13661 77 12595 II ® TRACT 71 78 ff121
4. DUST SHALL S CONTROLLED BY WATERING. PHASE 5 LOTS 70 - 83
43e3 7 7 79 9 685
73 7,858 80 11 457 `
5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. OF RAIUM CANYON 74 B i7 1 71,575
RESEMgR 75 9 444 82 9 840
N 76 13377 8831
f 364
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN LAKE p
AND SHALL NOT HAVE LESS THAN 90%COMPACTION OUT TO THE FINISHED SURFACE. 'heR ELSINORE OJECT SI
- ��? ASSESSORS PARCEL NUMBERS
7 LHC7 TEE 0 ST METHOD. TR_17413 349-482-028 THRU 031
A.STM.D-15570 THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER s��d``��� 349-491-003 THRU 012
8.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE GRADING B0 b0 s RAILROAD U,HroN Row
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL. 62
- u F `L 68 66 64 83 bg VICINITY MAP LOT AREA STATISTICS
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS SHED 4g
APPROVED BY SOILS ENGINEER. 87 57 47 N.T.S. AVERAGE LOT AREA OF ENTIRE TRACT: 9910 S.F. N
AVERAGE LOT AREA OF THIS PHASE : 10.431 S.F. a
10.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL 58 41) 48 TOTAL AREA OF ENTIRE DEVELOPMENT: 80.13 ACRES m
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS 80 79 78 77 76 75 74 BE) 86 &0 m'a 15 DWELLING UNITS PER ACRE: 2.05
OF THE SOIL
11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 83 82 81 78 72 71 64 5-1 44
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 70 43 5. 1.
ISSUANCE OF BUILDING PERMITS, 64 124 5a 52 42 PAD ELEVATION
'MIN 3'MIN.
12.THE GEOTECHNICAL REVIEW OF GRADING PLANS FOR TRACT 17413-8 DATED JULY 13, 1998 85 A%` 41
PREPARED BY STONEY-MILLER CONSULTANTS,INC.SHALL BE CONSIDERED A PART OF THIS GRADING PLAN i2B SEE H a PAD ELEVATION 12' MIN. EKRTA HEIGHT OF FOOTING TO
`.� ' 1 40 BE DIMENSIONED ON PLANS
AND COMPLIED WITH. 88 i22 128 S SHEET 3 �' " �' � � `� � , tf� 11 N
13.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: B7 A71\ 127 .- 1b2 2 3tl Af, 1^}
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 88 p SCHOOL S�f� / 3 38 FLOwuNE OF SWALE
BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY 12 128 SBN 3 �W
SUBSTRUCTURES. 80 -gyp p 4 37 SECTION C-C
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION,BENCHING AND FILLING OPERATIONS. �8 36 (WHERE DEEPENED FOOTING REQUIRED)
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,3O - ',L' ,'L' 'j.' � o
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER 00 ( B 36 7'MIN.
1
D.WHEN ANYUNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. i00 'h8 7 Muo51LL 3'MIN. 4'MIN. I
3 34 0
14.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 33 MIN. 9ERMACTED o
ADJOINING PROPERTIES DURING THE GRADING PROJECT. 2 +1A D R .PAD ELF
07 y0 y0 ROUND OFF TOP 5'MIN. B
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY tl8 iO3 1"� 28 27 31 Ir ix MAx' 6'TO 1Y o
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. .Y,2 1�8 12 26 2D 30 1--
10A
{Y 25 2R MIN. �` L-B HIGH SECTION C-C w
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 0L -\Ob 110 y413 24 1 PDlnr
23 17 MIN.ABOVE PAD ELEV. iR I w
17.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 00 03 10b 15 Cq 2R MIN.?_10 a
100p0 pr � SITE1718 1B 10 22 SECTION B-B N G M
18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 21 UI tl2 '107 ypg 2p A A C I C R/W ! N
7' VARIES 17'MIN. 4
19.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 141 L.I J L 1 J 5. DRIVEWAY GARAGE
OPERATIONS. 3'MIN. G w
LA MUDSILL / o
20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS --- - _ C MIN. D 0.5%
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN �-- SAND LOTS - ---
Lf
ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - AR V'IN' SINGLE ROW(2 HIG) �10x MAX. ?
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND TRACT 17413-6 2,x�^^�• o $R
SECTION D-D
WATERED
SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE NOTE:DEPRESSED CURB DRIVEWAY APPROACH PER STREET N g
WATERED AND MAINTAINED UNTIL A COVER SATISFACTORY TO THE CITY TRACT 17413-8 SECTION A-A
S ESTABLISHED. IMPROVEMENT PLANS. o:
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE INDEX MAP ODRB D-J
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM �1T1T1 L+ PLAN
HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. EARTHWORK OUAN 11 1 IES
CUT FILL
22.THE DESSIIGPNR��GINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ROUGH TOTAL: 700 CYS 700 CYS SIDEYARD DRAINAGE - TYPICAL LOT
a
23.APPROXIMATE DATE OF: BEGINNING OPERATION-MARCH 2O01 SANDBAGGING AND DRIVEWAY DETAIL o
COMPLETION - MARCH 2O03 EROSION CONTROL GENERAL NOTES
24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE PLACED HOME
IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND 1. IN CASE OF EMERGENCY,CALL AT OFFICE w
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. LEGEND OF ABBREVIATIONS & SYMBOLS a
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT w
25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN WORK IS IN AC DANCE TH APPROVED PLANS. T.C. TOP OF CURB (100)- EXIST. CONTOUR tz
INSPECTION BEFORE APPROVAL. l/�f�//J ���Z F.L. FLOWLINE ELEV. _100- PROP. CONTOUR \G
26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. EN ER - I DATE T.G. TOP OF GRATE --- PROPERTY LINE
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE G.B. GRADE BREAK -�-- - DAYLIGHT LINE
RAINY SEASON.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT
OF BEGINNING GRADING OPERATIONS. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. F.G. FINISH GRADE 27 SHEET FLOW RATE
u'-o �'-C' 44_5. R.G. ROUGH GRADE GRADED SWALE
28.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. _
FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. --' `I F.S. FINISH SURFACE CENTERLINE
5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF Q._ _
EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 2903R INV. INVERT OF DRAIN _ SWALE HIGH POINT
29.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.DRAINAGE SWALES SHALL BE A MINIMUM OF 3262R 3512R ...
2'FROM THE TOP OF CUT OR FILL SLOPES. 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING P-ELEV. P. PAD ELEVATION FLOWLINE
FF=ELEV. P-ELEV. P-ELM I EL BASINS AND THE BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A MAP DATE IDENTIFIER j - o FF- EV. FF-ELF/. F.F. FINISH FLOOR ELEV. ��S✓ SUBDRAIN
30.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. DATE OF LATEST CHANGE TO THIS MAP I q w
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE 06/05/02 Bl':LLK OSF- 51 - _ G.F.F. GARAGE FINISH FLOOR ___L__ AREA DRAIN &�
CONCLUSION OF EACH WORKING DAY. DATE OF THIS PLOT an ,P2� arF- B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE $
31. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. �- ��' �• _I_I
8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO OG 05 OZ E.V.C. END VERTICAL CURVE _ TOE OF SLOPE m
32.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. PLAN 1 PLAN 2 PLAN 3 P.I. POINT OF INTERSECTION ® RETAINING WALL
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT TO 2,951 SQ.FT. 2,928 SOFT. 3,046 SQ.FT. E.P. EDGE OF PAVEMENT o, FIRE HYDRANT i o
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. SETBACK CRITERIA 2 STORY 2 STORY 2 STORY T.W. TOP OF WALL ELEV. I0 STREET LIGHT z NPDES PERMIT NO.: 4 BEDROOMS 3 BEDROOMS 4 BEDROOMS
833509571 DATE PERMIT ISSUED: AUG.25,1998.
FRONT YARD: 20' MIN. FROM BACK OF WALK OR 17' MIN. 9poFESS1 3-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE T.F. TOP OF FOOTING ELEV. - SOUND OR SCREEN WALL
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD FROM R/W OR 10' MIN. FROM R/W WITH Ay° . Cp4b?�f 3 UNITS 4 UNITS 7 UNITS
°s
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT i0 MEAN SEA LEVEL) APPROVAL FROM CITY PLANNING DEPT, 21.4% OF 14 LOTS 28.6% OF 14 LOTS 50.0% OF 14 LOTS D.F. DEEPEN FOOTING DEEPEN FOOTING y � �
SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SIDEYARD: 5' MIN. FROM P.L., 10' MIN. FROM P.L. - NO.56020`�� R „ L. LENGTH o o• WATER METER
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ABUTTING A STREET AND 5' FROM TOP OR aP.67Jo702 s VELLAGIO
TOE OF SLOPES GREATER THAN 5% F�m� a DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION
35.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY REAR YARD: 10' MIN. FROM P.L. AND 10' MIN. FROM TOP ,1��t• c1vIL TYPICAL HOUSE TYPES N.T.S. NOT TO SCALE o
CONSTRUCTION/GRADING. OR TOE OF SLOPES GREATER THAN 5%. °p C^L1f zl
NOTICE TO CONTRACTOR �yJpp /Ja// 6.7.02 SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS m
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY BENCH MARK REVISIONS: APPROVED BY: PREPARED BY: NHUNSAKER & ASSOCIATES CITY OF LAKE ELSINORE
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS IRVINE INC
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS B.M. # E-12-70 INLAND EMPIRE REGION o
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL PAUL g: HUDD ESTON "C.E. 58020 EXP. 6/30/02 2900 ADAMS STREET,SUITE A-15 PRECISE GRADING PLAN
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 0.8 MILE NE ALONG RAILROAD CANYON ROAD FROM INTERSECTION .f oy RIVERSIDE CA 92504 (9091352-7200 N
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, OF STATE HIGHWAY 71, 373 FEET NW OF RAILROAD CANYON ROAD, DATE: RIVING/GOVERNMENT RELATIONS OF ri
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 3.0 FEET SOUTH OF POWER POLE # 14090 CWT, 1.0 FOOT NORTH PREPARED FOR: TRACT 24383
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH
OF MARKER POST. BRASS DISC SET IN TOP OF CONCRETE POST THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR U.S. HOME PHASE 5 3
OF THE OWNER OR THE ENGINEER. SCALE: AS NOTED
THE
E-12-70. MARK DESCRIPTION BY APPR DATE CITY AND STATE WS,AND A PERMIT CAN BE ISSUED. 181 OLD SPRINGS ROAD SHEETS d
EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE a..,-. Yn,,,�J G-/3-0 L ANAHEIM, CA. 92808 LOTS 70-83 3
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ELEV. 1296.095 - 1970 ADJ. DESIGNED BY: A. BARRERA DRAWN BY:A. BARRERA ? Iy
IN THE FIELD. I ICHECKED BY: PAUL HUDDLESTON I PROJECT MANAGER:PAUL HUDDLESTON VRAY O'DONNELL RCE # 26603 DATE: APRIL 2002 (714)279-8989 (714)279-8990 FAX W.O. FOR: U.S. HOME F.B. FILE N0.