HomeMy WebLinkAbout466-1 TOTAL ESTIMATE OF QUANTITIES
N0. DESCRIPTION QUANTITY UNIT
GENERAL NOTES �lj p , INSTALL AREA DRAURBIN PER DETA4 HEREON 6
TFF\ Aits' T 24300 ``.� 2 CONSTRUCT ABS.OUTLET PER RNEON PLAN
COUNR'sR).
1.ALL WORK SHALL BE DONE IN ACCORDANCE ONS THE CITY LA LAKE B.C.ARE ORDINANCES NO.801 AND 882 ,{I INSTALL 4 RE PIPE AS SHOWN ON PLAN 383 LF.
4 REMOVE AND REFUGE CURB AS NEEDED 0 L.F.
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. 74 .
2 OPERATION.
3. BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY PRECISE GRADING PLAN
� LOT AREA TABULATION
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) &NUMBER AREA S.F, LOT NUMBER AREA S.F.
48 HOURS PRIOR TO GRADING. II CITY 8165 92 34642
TRACT(^AJ (�^fl 7379 1
4.DUST SHALL S CONTROLLED BY WATERING. �,.� w PHASES 3 & 4 LOTS S 4- !/ V �� 7 74 95 10 9895.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. aOF RREESER�VOIR ON 9 498 96 foss16498 97 if f01
15 046 98 19 420
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN LAKE k 21388
AND SHALL NOT HAVE LESS THAN 90%COMPACTION OUT TO THE FINISHED SURFACE. ELSINORE OJECT SI ASSESSORS PARCEL NUMBERS
Rsr
349-503-003 THRU Oti
y M.17413
7.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER .ar
A.S.T.M.D-1557-70 TEST METHOD. z�a LOT AREA STATtsncs
's ROAD
B.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED B 80 Y THE GRADING u:oAo AVERAGE LOT AREA OF ENTIRE TRACT 9910 S.F.
gJTTON
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL. g2 50 AVERAGE LOT AREA OF THIS PHASE: 13,388 S.F.
64 83 TOTAL AREA OF ENTIRE DEVELOPMENT: 80.13 ACRES
88 K 5B / VICINITY MAP A DWELLING UNITS PER ACRE: 2.05
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
APPROVED BY SOILS ENGINEER. 67 57 46 47 N.T.S. OVERALL PLAN MIX: I A S
10.A SOILS ENGINEER SWILL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL 56 40 `18 15 LOTS IN THIS DEVELOPMENT
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS 77 78 76 88 80 0'0 46 PLAN 2903 : 20.0%OF 15 LOTS s
OF THE SOIL. 60 70
78 Y4 73 5O 44 PLAN 3262 : 26.7%OF 15 LOTS lz
11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY g3 g2 el 72 71 54 61 PLAN 3572 : 53.3%OF 15 LOTS o
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 70 43 R J
ISSUANCE OF BUILDING PERMITS. E(� 84 124 63 52 42 5 PAD ELEVATION g ^
v� 'MIN 'MIN 3'MIN, PHASING PLAN
12.THE GEOTECHNICAL REVIEW OF GRADING PLANS FOR TRACT 17413-8 DATED JULY 13, 1998 '1 85 � 4-1
PREPARED BY STONEY-MILLER CONSULTANTS,INC.SHALL BE CONSIDERED A PART OF THIS GRADING PLAN v, 1 m o o 1 PAD ELEvnnoN 1Y MIN. f' E%1RA HEIGHT OF FOOTING TO pl-1,g5E LOTS # LOTS PLAN 1 PLAN 2 PLAN 3
AND COMPLIED WITH. B6 u'7• `T '� 0 1 �1 E DIMENSIONED ON PUWS 5
m m r
ff� B7 128N;n. *`2 � .- i52 2 3D ZMiN. ti,AMA�' 1 108-123 16 5-31.3% 5-31.3% 6-37.5%
13,THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: �` 121 127 z Mqk• at
A '?'UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE Be88 0 SCHOOL SITE 3 38 FLOWUNE OF SWALE 2 99-107 9 3-33.3% 2-22.2R a-44.4%
BACKFlLL OF ALLUVIAL,COLLUNAL AND TERRACED AREAS AND ANY 128 q;,q� T"u3 ,�u 3 90-98 9 2-22.3% 2-22.3% 5-55.4% 3
SUBSTRUCTURES. N .Y,O �0 4 37 SECTION C-C q
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, 89 c 5 30 (WHERE DEEPENED FOOTING REQUIRED) 4 84-89 6 1-16.7% 2-33.3% 3-50.0% p
BENCHING AND FILLING OPERATIONS.
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER DO ( B 35 40 11-27.5% 11-27.5% 18-45.0% m
MATERIAL 131 N
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
j00 -r 7
98 132 8 34 33 al
14.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 101 133 32
ADJOINING PROPERTIES DURING THE GRADING PROJECT. .rd D 7'MIN. Za
9'] ifl2 5'MIN. 3'MIN. 4'MIN. / \\
j 10 ROUND OFF TOP B MUDSILL °
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 98 103 ' i°� 2B 27 31 r o
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. T 3 i2 ii * 28 20 30 �G MIN. COMPACTEDBER
1'' 95 iflA I p W
13 26 2%MIN. il B HIGH
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ,I� 94 106 POINT 21z N
�J A �0 e 14 23 17 MIN.ABOVE PAD ELEV.
17.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. Z 90 93 100 0 15 (9 2%MINI
ioD 13 16 is 22 SECTION B-B SECTION C-C M
co PARK SITE tr 1D
18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 91 92 10 108 I20 A I A C C a
R
19.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 141 L J L j -17' 1 VARIES 11 MIN. Y g
OPERATIONS. !/c�"" 3'MIN. ORNEWAY t
CA I LA 'vq MUDSILL D GARAGE A. S
20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS 6'MIN. I N
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN �- ND sH LOTS o.5%MI�Y
ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / ^ 4%U'1N' SINGLE ROW(2 HIC)
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND TRACT 17�13�8 Z,A u �f
IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE - t0% N o
WATERED AND MAINTAINED UNTIL A COVER SATISFACTORY TO THE CITY TRACT 114113-B SECTION A-A SECTION D-D IS ESTABLISHED. J i
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE CURB D NOTE:DEPRESSED CURB DRIVEWAY APPROACH PER STREET w
INDEX MAP IMPROVEMENT PANS. G
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM EARTHWORK QUANTITIES PLAN _
HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
CUT FILL T. a".. 1'-0" N.D.S.ED-Ta. UF CRATE
/R EN) m
22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ROUGH TOTAL: 750 CYS 750 CYS (SEE PLAN)MIN N. APPROVED EQUAL SIDEYARD DRAINAGE -TYPICAL LOT GRADE APPROVAL k F M
23.APPROXIMATE DATE OF: BEGINNING OPERATION-MARCH 2O01 CRATE HOUSING CURB SANDBAGGING AND DRIVEWAY DETAIL
COMPLETION - MARCH 2O03 �2 ADAPTER D.S.Na 1221
�� REDUCER N.
EROSION CONTROL GENERAL NOTES OR APPROVED EQUAL J.3'0 HOLE CORE o
PIPE RISER PLASTIC TEE OR/LI.ED IN CURB
24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED HOME f SET INVERT OF PIPE d
IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION, MATERIALS AND 1. IN CASE OF EMERGENCY,CALL -__ - _....- AT OFFICE NOTE:FOR SAVOING 1•ABOVE FL.GunrR
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. CONMACTORV O' `----- LEGEND OF ABBREVIATIONS & SYMBOLS a
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT PIPE SIZE ANY.ELEY. USE WELD-ON 194
25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN WORK IS IN ACCOR E WIT APPR PLANS. PER PUN (SEE PUN) SOLVENT OR EQUAL s o0 MN. T.C. TOP OF CURB -(100)- EXIST. CONTOUR o
INSPECTION BEFORE APPROVAL /L F.L. FLOWLINE ELEV. -100 PROP. CONTOUR \
26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ENGIN x----� TE O LANDSCAPE AREA DRAIN DETAIL AREA DRAIN CURB OUTLET DETAIL T.G. TOP OF GRATE --- PROPERTY LINE \
3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE NOT TO SCALE Nor TO sca.E G.B. GRADE BREAK DAYLIGHT LINE
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE 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. 45'-0" 45�-0' 44' 6" F.G. FINISH GRADE 27 SHEET FLOW RATE
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. R.G. ROUGH GRADE -- GRADED SWALE
FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. -' i i F.S. FINISH SURFACE -ro CENTERLINE
5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF o
EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 2903R INV. INVERT OF DRAIN - 4 - SWALE HIGH POINT =
29.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF P903R 3262R 3S72R P. PAD ELEVATION FLOWLINE �s-
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.
P2 ELEV.62R P=ELEV.
BASINS AND THE BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A MAP DATE IDENTIFIER - "� FF-0". q FF-ELEV. F.F. FINISH FLOOR ELEV. S✓ SUBDRAJN
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 w a
DATE OF THIS PLO '�
04/22/02 BY:LLK �T' - _ G.F.F. GARAGE FINISH FLOOR __=L__ AREA DRAIN
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE a °�• r P 8
CONCLUSION OF EACH WORKING DAY. T 9
ri
E.V.C. END VERTICAL CURVE DrF- cn. B.V.C. BEGIN VERTICAL CURVE y y TOP OF SLOPE a
31.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. cH_ �'• - m
O4 ZZ OZ 1 1 TOE OF SLOPE o g
32.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO --
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. PLAN 1 PLAN 2 7 PLAN 3 P.I. POINT OF INTERSECTION ® RETAINING WALL I z
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM(NPDES)PERMIT TO 2,951 SQ.FT. 2,928 SQ.FT. 3,046 SOFT. E.P. EDGE OF PAVEMENT FIRE HYDRANT d
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. SETBACK CRITERIA 2 STORY 2 STORY 2 STORY T.W. TOP OF WALL ELEV. Ct--° STREET LIGHT
NPDES PERMIT NO.: 833509571 DATE PERMIT ISSUED: AUG.25, 1998. 4 BEDROOMS 3 BEDROOMS 4 BEDROOMS
FRONT YARD: 20' MIN. FROM BACK OF WALK OR 17' MIN. RaoFEss/0,w 3-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
o NuroL 3 UNITS 4 UNITS 8 UNITS
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR HALL SUBMITCERTIFICATIONFROM R W OR 1 C MIN. FROM R WITH e•
es
0 S S B OF BUILDING PAD / /W eA' r e^li D.F. DEEPEN FOOTING DEEPEN FOOTING
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) APPROVAL FROM CITY PLANNING DEFT. y� °m'I, 20.0% OF 15 LOTS 26.7% OF 15 LOTS 53.3% OF 15 LOTS og4 ova
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.seozo`A A L. LENGTH o D o• WATER METER
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ABUTTING A STREET AND 5' FROM TOP OR I,a DIE.°/J0/ "VELLAGIO' '
TOE OF SLOPES GREATER THAN 5% I aj, r 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 'r Crvl� e� TYPICAL HOUSE TYPES N.T.S. NOT TO SCALE z
CONSTRUCTION/GRADING. OR TOE OF SLOPES GREATER THAN 5%. a OF CA"fo z�
NOTICE TO CONTRACTOR 4J/3e) 6*0 S.19.oZSEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS m
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY BENCH MARK REVISIONS: APPROVED BY: PREPARED BY: $UNSAKER & ASSOCIATES CITY OF LAKE ELSINORE
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS - _ ,J/�7 IRVINE INC
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS B.M. # E-12-70 'v �' •�` INLAND EMPIRE REGION PRECISE GRADING PLAN 1
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL -- _ PAUL HU LESION R.C.E. 58020 EXP. 6 30 02 n
/ / I ER ADA MS STREET,SUITE A-15
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 0.8 MILE NE ALONG RAILROAD CANYON ROAD FROM INTERSECTION - 1" A RIVERSIDE CA 92506 (909)352-7200 a
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, OF STATE HIGHWAY 71, 373 FEET NW OF RAILROAD CANYON ROAD, DATE: PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS - OF
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 _... - ..-_ BEEN TRACT 24383
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF MARKER POST. BRASS DISC SET IN TOP OF CONCRETE POST THESE PLANS AVCONDITIONSI WED FOR CO PPT AND/OREWIITH PREPARED FOR: U.S. HOME 3
OF THE OWNER OR THE ENGINEER. - SCALE: AS NOTED PHASES 3 & 4 LOTS 84-98 \
MARKED E-12-70. MARK --.--_-- DESCRIPTION BY APPR DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 181 OLD SPRINGS ROAD SHEETS d
EXISTING UNDERGROUND RESPONSIBLE
ARE AS PER AVAILABLE RECORDS.THE ����jj 6-4-Da ANAHEIM, CA. 92808 3
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ELEV. 1296.095 - 1970 ADJ. DESIGNED BY: BRWN LOWELL '�. DRAWN BY: BRIAN LOWELL �i-_
IN THE FIELD. CHECKED BY: PAUL HUDDLESiON PROJECT MANAGER:PAUL HUDDLESTON �Y O'DONNELL RCE # 26603 DATE: FEBRUARY 2002 (714)279-8989 (714)279-8990 FAX W.O. FOR: U.S. HOME F.B. FILE NO.
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