HomeMy WebLinkAbout733-1 i GENERAL NOTES ESTIMATE OF QUANTITIES
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY AT LAKE EDITION
RE ORDINANCES N0.APPENDIX
AND 882 NO. DESCRIPTION QUANTITY UNIT
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDI%CHAPTER 33. CffY OF 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE.PRIOR TO ANY OPERATION. 1ELSWORIE ITEM
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT DRIVEWAYS PER R.C.LD. STD. 207(MODIFIED)-_ 24,160 SF.
(1-800-227-2600)48 HOURS PRIOR TO GRADING.
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF EROSION CONTROL
PREC'94�`ME
A
) SANDBAGS 9954 E4.
BEGINNING GRADING OPERATIONS.
N U" PLAN
5.OUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND EARTHWORK
SHALL BE SHOWN ON THE PLAN. -
F ? -
%[��
RAW VOLUME IN CUBIC YARDS CUT 4440 C.Y.
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL FILL 4440 C.Y.
BE SHOWN ON THE PLAN,AND SHALL HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. RA 3 G
Q'9 5"
8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIES THREE LAYER
A.S.T.M.D-1557-70 TEST METHOD.A HIGHER COMPACTION MAY BE REQUIRED BY THE SOILS ENGINEER OF PUBLIC AGENCIES. j
PROD U (.`,'TION
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
10.ALL FILL MATERIAL SHALL CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS I
APPROVED BY THE SOILS ENGINEER. }� LOTS THROUGH 210 AND 220 THROUGH 222 . LAKE
71.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN "PER FOOT FOR OTC
MINIMUM OF 3'.THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE.
LAKE
P�
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUTE FILL SLOPE IS LESS THAN D ELSINORE w 2
AND 2%IF CUT OR FILL IS GREATER THAN 10',DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND MUDSILL MUST BE w
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. EQUAL U BLDG. Y
PAD ELEV. OR G+
HIGHER J a PA OMAR T
13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5'HIGH. W 3 a
• BLDG. ;;,E'EV
w d a z 3 o �
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. i N C" W z 5
o a8 $
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � (7" MIN.) S�
0' MIN. R�W GRAND H AVENUE
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL 20%MAX. _
SOILS REPORT WHICH INCLUDED FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS - 6" MIN. N�
OF THE SOIL SECTION C-C V.
„< a • SEC.28&29 T.SS.,R.4W
ALTERNATE PAGE 836,F-7.1999 THOMAS BROS.MAP
17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS of T.
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. ++
18.THE SOILS ENGINEERING INVESTIGATION DATED APRIL 23,2001 PREPARED BY GEOCON, INC. - VICINITY MAP
AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED APRIL 23,2001 PREPARED BY GEOCON,INC. r B CURB Rom, N.T.S..
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. R C•
4' MIN.
ROUND OFF TOP °� VIA DE LA VALLE
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVAl10N.
WHERE SPECIFIC ELEVATIONS ARE REQUIRED.THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. a B HIGH a g CWy RA
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED.THE ACTUAL DISTANCE ABOVE THE POINT 'L 2$ ? 29 PER PRECISE SOILS ENGINEERS CERTIFICATE
ADJACENT GROUND SHALL BE GIVEN. 1% R GRADING PLAN
2S MIN.
2Z MIN.i I 'WE/I REPRESENTING GEOCON, INC. INDICATE THAT RECOMMENDATIONS {
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 5' 4' SIDEWALK i' CONTAINED IN REPORTS PERTAINING TO SOILS ENGINEERING CONDITIONS
ANY CONSTRUCTION/GRADING. 12" TO 18" (6" MIN. ABOVE PAD ELEV.) 2
S IN ro
HAVE BEEN COMPLIED WITH TO OUR SATIFICATION. THIS CONFORMATION IS i
21.BUILDING CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED A SOILS ENGINEER TO THE
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. SECTION B-B AlA L` IC SECTION "C"-"C" NOT TO BE CONSTRUED AS AN AUTHENTICATION OF ANY DIMENSIONS OR
� 3
ELEVATIONS SHOWN ON THESE PLANS."
22.FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, KEYED,AND 3' MIN. I MODIFIED STD_._ NO. 207 DRIVEWAY DETAIL BY:� - - RCE# •3�<< Z
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS MUDSILL RGE# Z�
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 6" MIN k N.T.S. 1L Ly a
Z SANDBA LOTS DATE
24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: � ASS WN ^
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL,COLLUVIAL AND 2� MIN• o SING RO (i HI )
TERRACED AREAS AND ANY SUBSTRUCTURES. 20% MAX• '� (I�� 11H1
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. EARTHWORK gUANTITY ESTIMATE
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 4440 CGS. CUT
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 6" MIN -
SECTION A-A TYPICAL HOUSE TYPES 4440 CYS. FILL
25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER LOTS 1.102,218&219 OF TRACT 30t146
APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER,SHALL BE PLANTED SIDEYARD DRAINAGE - TYPICAL LOT PLAN
WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10;ON CENTERS;TREE
20'ON CENTER;COMBINATIONS 15'ON CENTERS.SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SANDBAGGING DETAIL SYSTEMS WITH BACKFL sO.o• tio.o ao.o a9.o•OW PREVENTION DEVICES PER U.B.C. _ �-•� _ j
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT N.T.S. I r <
ADJOINING PROPERTIES DURING THE GRADING PROJECT. 3
N - 4
1 2
27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON
AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. _.-
28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. - ---
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE.
AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
LEGEND OF ABBREVIATIONS & SYMBOLS
30.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. EROSION CONTROL GENERAL NOTES LOT510}yp&120.222 OF TRACT 30846 T.C. TOP OF CURB �(100)_... EXIST.CONTOUR • - -
ao.o• ao.o _ 3s.o - ' F.L. FLOWLINE ELEV. _100� PROP.CONTOUR
31.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF I I -
3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH 1. IN CASE OF EMERGENCY,CALL SCOTT HANSEN AT (909)587-3309 T.G. TOP OF GRATE ------- PROPERTY._LINE - cR
ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION
3 4 G.B. GRADE BREAK ✓ DAYLIGHT LINE
2. THE UNDERSIGNED DAN ENGINEER WILL D SUPERVISE EROSION CONTROL WORK AND INSURE THAT 1 2 F.G. FINISH GRADE 29 SHEEP FLOW RATE
32.ANY CONTRACTOR PER WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE WORK IS IN ACCORDANCE WITH APPROVED PLANS.
SOLELY RESPONSIBLE FOR ANY DAMAGE CI EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS �I7 /�22�7 R.G. ROUGH GRADE GRADED SWALE •V`� `.
OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ` "7 F.S. FINISH SURFACE -- -- CENTERLINE `
ENGIN �N DATE 1 R
33.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO INV. INVERT OF DRAIN _ _ SWALE HIGH POINT
ROUGH GRADE APPROVAL 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE P. PAD ELEVATION ------- FLOWE HI
RAINY SEASON. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT -
34.APPROXIMATE DATE:BEGINNING OPERATION- 12/15/04 LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. F.F. FINISH FLOOR ELEV. / ��S✓ SUBDRAIN --COMPLETION - 12/15/06 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. G.F.F. GARAGE FINISH FLOOR 01 AREA DRAIN --
5.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICESB.V.C. BEGIN VERTICAL CURVE TOP OF SLOPECES SHOWN SHALL BE IN PLACE AT THE END OF E.V.C. END VERTICAL CURVE � TOE OF SLOPE FIRE HYDRANT
EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. `6.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN 3°WILL BE PLACED IN P.I. POINT OF INTERSECTION RETAINING WALL
3
FILLS WITHIN ROADBED AREAS OR 3°OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING
BASINS AND THE BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A E.P. EDGE OF PAVEMENT
METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. T.W. TOP OF WALL ELEV. a- STREET LIGHT -
37.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE MAP DATE IDENTIFIER T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
CONCLUSION OF EACH WORKING DAY. DATE OF LATEST CHANGE TO THIS MAP D.F. DEEPEN FOOTING DEEPEN FOOTING r
38.THE SITE HAS OBTAINED A NATIONAL N DISCHARGE ELIMI TION SYSTEM(NPDES)PERMIT TO REGULATE DA11/22�04 BY.AG L LENGTH o o WATER METER
MUNICIPAL AND INDUSTRIAL SOTRM WATERTER DISCHARGES. B. THE PERMTFIEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. - DATE OF THIS PLOT DWY. DRIVEWAY CATCH BASIN& ,NPD LOCAL DEPRESSION COES PERMIT WDID N0.8335300362 DATE ISS�IED:DUNE 17th,2004 22 QtF N.T.S. NOT TO SCALE ,p
NOTICE TO CONTRACTOR #WDID NO. 8335300362 aD \
REVISIONS: s CONTRACTOR AGREES THAT DU SHALL ASSUME SOLE AND COMPLETE RES NSIBILRY APPROVED BY' PREPARED BY: CITY OF LAKE ELSINORE M
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI$ BENCHMARK QROFEss,GN HUNSAKER & ASSOCIATES
REQUIREMENT
INCLUDING SAFELY OF ALL PERSONS AND PROPERTY:THAT THIS D 4�PRD A'ugN,7 PRECISE GRADING PLAN 1
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL DESIGNATION: EL-3-80 EL. 1265.21 DATE:8-26-80 Amp �¢�Z G DWARD A. MANDICH R.C.E. N0. 59089 PLANNING I• ENGINEERING • SURVEYING01
WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY D 1 1/2"ALUMINUM CAP IN 6"CONCRETE COLLAR h`� _ DATE: ��ZZ"0 Thee Hu((hn•Ini,q U s3ste-rH:(sag)sertm0•Fx(sas)sv ms9 T E Q q OF F'
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL ON LIABILITY FROM THE INTERSECTION OF CORYDON STREET&MISSION TR.SW 0.5 MI. W No. 59089 m TRACT 1 NO° VO�Y�
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK E THIS E.P.06/30/01 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: O
PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ALONG CORYDON ST. TO PP 175275;61'3 W'LY OF PP 175257,54'3 W'LY TITLE
°4 O+.L,� _
OF THE OWNER OR THE ENGINEER. OF CIL OF CORYDON ST.,25't W'LY OF PROPERTY FENCE INTERSEC7ION, 'Pr r THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: AS NOTED KB HOME COASTAL INC. 1 I 1 LE �7t-iEE� ai
EXINTRA UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE 2'±S OF A 5-STRAND BARB WIRE FENCE, 1'±S OF SURVEY MARKER POST. tF CIVIL op? MARK DESCRIPTION By AppR w,� CITY AND STATE L/A�WS,AND A PERMIT CAN BE ISSUED. 12235 EL CAMINO REAL SHEETS 3 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION , OF CAt1P DESIGNED BY: DRAWN BY: Q• �/ � O/��t SAN DI
MI 92130RE
IN THE FIELD.
CHECKED BY: PROJECT MANAGER: KEN SEUMALO R.C.E. N0. 569j5 DATE: AUG 2004 (858) 259-6000 W.O.2399-30846 KB HOME F.B. FILE N0.
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