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® ESTIMATE OF QUANTITIES
GENERAL NOTES ®tl
DESCRIPTION QUANTITY UNIT
4.
® INSTALL 1Y x 1Y AREA DRAIN NOS 1212 OR EOUNALENi. 9 EACONST 4'PVC SCH.40 DR41N PIPE. 406 LF.1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 882coNsr.DRA/N PIPE OUTLET PER RN.CO.Sm.310 9 FA
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. GRADING 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY REVISIONS: Continued
OPERATION. 1
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133)
48 HOURS PRIOR TO GRADING.
4.OUST SHALL BE CONTROLLED BY WATERING. 3 - 3
5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. ADDED PHASE APLOTTNG,SHEEP 4 LOTS 59-60 k 82-88.REVISEDWANIIIIES SHEEP 1 M.B.
MARK DESCRIPTON BY APPR DATE
6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN TRAC1' 1 741 DESIGNED BY: JACKIE GIBBINS DRAWN BY:JACKIE GIBBINS
AND SHALL NOT HAVE LESS THAN 907 COMPACTION OUT TO THE FIFNISHED SURFACE CHECKED BY: GARY MARTIN PROJECT MANAGER: GARY MARTIN
7. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER17.
& 7A `_
A.S.T.M.D-1557-70 TEST METHOD. ° O
8,FILL AREAS SHALL BECLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE GRADING g D ° 1?
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL v Z
L
9.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
APPROVED BY SOILS ENGINEER. C
10.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL \ I I LU
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVSIONS)AND EXPANSIVE CHARACTERISTICS '7F3AC7 1741&-7'
OF THE SOIL. TRACT V413-13
11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY p a' TENT.TR CT
A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 17
ISSUANCE OF BUILDING PERMITS. CITY
12.THE GEOTECHNICAL REVIEW OF GRADING PLANS FOR TRACT 17413-3 DATED JUNE 11.1996 �
OF 5
PREPARED BY GEOSOILS,INC.SHALL BE CONSIDERED A PART OF THIS GRADING PLAN `� 4 +17 �158 I I 5 PAD ELEVATION
AND COMPUED WITH. �'�. 13'MIN. 2'MIN 2'MIN 3'MIN. ,
LAKE ELSINORE
13.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTIO IN THE FOLLOWING STAGES: PRO T SITE 21 2 28 3 38 "15 \ I PAD ELEVATION 1Y MIN. EXTRA HEIGHT OF FOOTING TO
3 139 I I 2 2 BE DIMENSIONED ON PLANS
A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 27 135 140 27 1� �1 1N• .•
BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY 2 2 1 g 2B I i t;M/N, 1A� j
SUBSTRUCTURES. 1 117 I/
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, 119 2 3 134 .;, 30 25 I FLOWUNE OF SWALE
BENCHING AND FILLING OPERATIONS. 116 1 ig 31
24
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTERMATE
I I
D.WHEN RI ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. @ p 1 11 48 '.'. 33 2 II
p 103 47 .'43::: 2 R 7•MIN.
14.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT VICINITY MAP p2 48 :.4,�, 34 20 ®. ROUND OFF TOP 5'MIN. I---B Muoslu 3'MIN. 4'MIN.
ADJOINING PROPERTIES DURING THE GRADING PROJECT. 0 10 49 Al. _j[_8'MIN. ACTED
BERM
15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 80• 50 ,''40 37 36 18 z%MIN. B HIGH BLDG.PAD EL
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 9 5 "
- 94 9 98 '38:.'39:.'.. / I 21R ,
93 8 2 Ij 1Y MIN.ABOVE PAD ELEV. 1% POINT�� 6'TO 17
...... .. ..
16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. T.G.ELEV. 1-O' SPEED-D-TUFF GRATEN.D.S.No. 1212(GREEN 53 ::
(SEE P ) OR APPROVED EQUAL 92 54 1 2 .eR' SECTION B-13 ? SECTION C-C
kk
17.THE LOCATION AND PROTECTION OF ALL U11UTIES IS THE RESPONSIBILITY OF THE PERMTTTEE. MFN F.O, 9 90 55 8 i ` s o 0
GRATE HOUSING / A I A 0 C Rey i '� D
B= REDUCER ADAPTER N.D.S No. 1221 6 L J L J(
18.AN APPROVED SET OF PUNS SHALL BE ON THE JOB SITE AT ALL TIMES. g OR APPROVED EQUAL 88 57 / 48' VARIES 17'MIN. Y
Lv WAY PLISRC 8 58 5 j I Y
19.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING > L PIPE RISER TEE 83 3'MIN. MuosaL + 0 30' DRIVE Y GARAGE
OPERATIONS. NOTE FOR BINDING 82 I 59 3 6'MIN _ I Z
A.B.S.TO P.V.C.,
CONTRACTOR TO 81 p 2 SANDB LOTS - 0.5%MIN.-15%MAX.Y------------- _
Eli
20.ALL SLOPES SHALL BE PLANED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS PER ply wv.ELEv. SOLVENT OR EQUAL. A%M'1 "I SINGLE ROW(1 HIC + '----------"' N
USE WELD-ON 94 80 61
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN (SEE PLAN) - -
ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / 8 9 BBB 1 /, s 1oz
NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND LA1dDSCAPE AREA DRAIRI DETAIL 1(j 77 64 6 SECTION A-A SECTION D-D
IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE �V 9 1 - /, INDEX MAP
WATERED AND MAIMINED UNTIL NA COVER SATISFACTORY TO THE CITY l:l NOT TO SCALE 7g CURB p� NOTE:DEPRESSED CURB DRIVEWAY APPROACH PER STREET v
IS ESTABUSHED. 75 IMPROVEMENT PLANS.
ee PLAN
21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARIZE HIMSELF WITH THE SITE AND BE 74 78
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM 73 72 71
HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PUNS.
SlDEYARD DRAINAGE - TYPICAL LOT
22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIORTO ROUGH (
GRADE APPROVAL EARTHWORK OUANTITIES SANDBAGGING AND DRIVEWAY DETAIL
23.APPROXIMATE DATE OF: BEGINNING OPERATION-JUNE 1995 CUT FILL %
COMPLETION - JUNE 1996 315 CYS 315 CYS I
24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GRATER THAN 3"WILL BE PLACED
IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 49' �--- 49� LEGEND OF ABBREVIATIONS & SYMBOLS
25. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN �50' 42' T.C. TOP OF CURB �-(100)- EXIST. CONTOUR ,
INSPECTION BEFORE APPROVAL -� 23I_-95' �� F.L. FLOWLINE ELEV. --100- PROP. CONTOUR "
26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. EROSION CONTROL GENERAL NOTES T- 2 FF=1726. T.G. TOP OF GRATE - -- PROPERTY LINE
1 P=1726.0 FF=1726.5 r� t�
HOME 909-654-6171 FF=1726.5 To P=1728.0 G.B. GRADE BREAK '------z---- DAYLIGHT LINE
27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LAST 24 HOURS IN ADVANCE 1. IN CASE OF EMERGENCY,CALL MATT KOROICKI AT OFFICE 619-998-2270 - P=1725.0 P=1727.0
<0 M FF=1728.5 ;� F.G. FINISH GRADE 2% SHEET FLOW RATE
OF BEGINNING GRADING OPERATIONS. - FF=17255 ,0 --- FF 172Z5
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT _ __ -4 _ _ L.i '-: _ v�i R.G. ROUGH GRADE GRADED SWALE S
28. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT WORK IS IN AC ORDANCE IT APPROVED PLANS. F S FINISH SURFACE
- � c�
FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SCALE. ti CENTERLINE
RICHARD UN CE 17061 DA _� _. cFF=17z5o GFF 1726.0 GFF-n26.o .17y7,0 cFP-n28. INV. INVERT OF DRAIN - °oe - SWALE HIGH POINT a °
29.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.DRAINAGE SWALES SHALL BE A MINIMUM OF " r m °
2'FROM THE TOP OF CUT OR FILL SLOPES. 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE P. PAD ELEVATION -------- FLOWLINE _ ;y S _
RAINY SEASON.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT F.F. FINISH FLOOR ELEV. �'�S✓ SUBDRAIN ' -
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ®W/7' GARAGE EXTENSION z 030.PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. G.F.F. GARAGE FINISH FLOOR ----------:--------- AREA DRAIN
T/ v Z
4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. TYPICAL HOUSE TYPES PES 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. 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE ND OF SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS E.V.C. END VERTICAL CURVE -___- - TOE OF SLOPE Lp
EACH WORKING DAYWHEN THE FIVE-DAY RAIN PROBABIUTY FORECAST EXCEEDS 40 PERCENT.
32. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. P.I. POINT OF INTERSECTION ® RETAINING WALL _ :LI
FROM CHECK BERMS AND DESILTING
33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT TO 6 BASINS AND THE AFTER ARAINSTORBASINS.SANYAIGRADEDILTNDRIS SLOPE SURFACE PROTSHALL BEDECTION MEASURES DAMAGED DURING A E.P. EDGE OF PAVEMENT e, FIRE HYDRANT
REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. SETBACK CRITERIA T.W. TOP OF WALL ELEV. Cl- STREET LIGHT z
NPDES PERMIT NO.: CAS000002 DATE PERMIT ISSUED: AUG.20, 1992 T.F. TOP OF FOOTING ELEV. � SOUND OR SCREEN WALL g
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE FRONT YARD: 20' MIN. FROM BACK OF WALK OR 17' MIN. a
34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD CONCLUSION OF EACH WORKING DAY. MAP DATE IDENTIFIER FROM R/W OR 10' MIN. FROM R/W WITH poY°°„ D.F. DEEPEN FOOTING DEEPEN FOOTING -
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SA LEVEL) DATE OF LATEST CHANGE TO THIS MAP APPROVAL FROM CITY PLANNING DEPT. S° < o9F 0 ohF o
SHALL BE ABOVE IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
8. THE PERMTREE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 06 04 97 BY:PRH SIDEYARD: 5' MIN. FROM P.L., 10' MIN. FROM P.L. k L. LENGTH o• o' WATER METER a
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. DATE OF THIS PLOT ABUTTING A STREET AND 5' FROM TOP OR .I o? z" ,.�
OF) 04 97 TOE OF SLOPES GREATER THAN 5% °�g' 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 N.T.S. NOT TO SCALE "T v
CONSTRUCTION/GRADING. OR TOE OF SLOPES GREATER THAN 5%.
NOTICE TO CONTRACTOR PREPARED BY:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY BENCH MARK REVISIONS: APPROVED BY: CITY OF LAKE ELSINORE a /
Manning
unsaker & Associates a I
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS REVISED BLDG LOT 92 M.J.
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS B.M. # E-12-70 ADOIITON OF PHASE 6 PLOTTING SHEET 3 LOTS 55-58&89-97,RENSED OUANMES SIR I M.J. V'�'a=�R4 yHa rvine, Inc.
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ADDED DEruls 1&z OVANMES&BIDG.TARE 2 W/r GARAGE CaNSION SHEET I M.J. RICHARD UN AKER R.C.E. 17061 EXP. 6/30/97 •EngineeAng•Surveying PRECISE GRADING PLAN 1 0
_ o
WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 0.8 MILE NE ALONG RAILROAD CANYON ROAD FROM INTERSECTION ADDIIION OF PHASE 5 PLOITNG SHOT 3 LOTS 46-54&96-103 DATE: �� Three Hughes,Irvine, CA 92718(714)583-f010 q q.g Z OF
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, OF STATE HIGHWAY 71, 373 FEET NW OF RAILROAD CANYON ROAD, rOdnON OF PHASE 4 PLUMING,ADDED SHEET 4. M.J. TRACT 1 7'•T I J-� ®® --
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 ADDITION OF PHASE 3 PLOTIING M.J. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: m
PROJECT,EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE CHANGED PAD REVS&SWALES PER AS-BUILTS O LOTS 38,39,41.42&45 J.G. 4
OF THE OWNER OR THE ENGINEER. OF MARKER POST. BRASS DISC SET IN TOP OF CONCRETE POST _ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' COLRICH COMMUNITIES PHASE 1, 3, 4, 5, 6 & 7A
CHANGED HOUSE TYPE-LDT 38.39,42&45.REV.SUBUX LOT 43&44. B.R.
MARKED E-12-70. CITY AND STATE LAWS, ND A PERMIT CAN BE ISSUED. LOTS 38-60 65-69, 74-77, 82-103, SHEETS
IXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE MARX DESCRIPTION BY PR ATE 4141 JUTLAND DRIVE, SUITE 200
DESIGNED BY: JACKIE GIBBINS DRAWN BY: JACKIE GIBBINS - (,va oOA 13 -150 & 154-157
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ELEV. 1296.095 - 1970 ADJ. 1%/ L�,�� (p-�8'f) SAN DIEGO, CA 92117 oz
IN THE FIELD. CHECKED BY: GARY MARTIN PROJECT MANAGER: GARY MARTIN RAfO'DOIFTNELL RCE # 26603 DATE: DEC. 1994 (619) 490-5057 W.O. FOR: F.B. FILE NO. Pm
F:\2070\17413-3\PRECISEI.DWG =F �