HomeMy WebLinkAbout611-7 IN THE CITY OF LAKE EL I CR
15 GRADING NOTES I
SM,E OR. TRACT o 0
CT.
WESTNIM 1.ALL WORK SHALL BE LIME IN ACCORDANCE WITH THE CITY OF LAKE ELSD40FE ORDINANCES NO.801 AND 882 AND I _-
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.CHAPTER 33.
SITE ST SNSWEPT � -N- GRADING PLAN 2.A PERMIT STALL BE OBTAINED FROM THE ENGINEERING DELL UTILITY
CITY OF LAKE BLSIMIORE,PRIOR TO ANY OPERATION.
Dq. y 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AI.O USA.ALERT (1-800E422-4133)40
PRECISE HOURS PRIOR TO GRADING.
LNESIOiE PROPOSED PROPOSED 4.THE CONTRACTOR
DR. R/N I RIN ® \ � GROING OPERATIONS.SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING OF
SCARY PHASES ALICESS 40' \ �\ 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
LINOOLM 2:1 R UNLESS SHALL BE
CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UESS OTHERWISE APPROVED.AND SHA BE
� YY STCESS . 4 6 B 12 12 1. 6 4 \\ SLOPE SHOWN ON THE PLAN.
NALK NALK \ 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN JO
MONICKER CANYON >
PARK ACCESS RD. AC CLNRB \ \ D P1 PAD ON THE BANS,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. _ z
yp5� P PAVENENT HP. ��' UN A. m
•' 74 FOOT SLOPE GARB f�7X 1y FOOT"SLOPE \\ NA. B.FILLS SHALL BE COMPACTED THROUGHOUT THE 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M. x
FEAR CONGA D-1557-70 TEST METHOD. 2
TOP OF2%1 S6GR4lE STOOP z
Vol 100 99 / \\,\
GRATE MUM. SH
9.FILL AREAS ALL BE GLEAMED OF ALL VEGETATION ANO DEBRIS,SCARIFIED,M GRADINGD INSPECTED BY THGRADING IHSPECTOR,VBASE COURSE L�++��/''�COPACTED 102 � ! ANDAPPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.ATYPICAL SECTION �. MIN. LOT 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPERATION OF GROUND IS APPROVED BY103 NUMBER THE SOILS ENGINEER. T 3 m
VICINITY MAP _ 2455 � GENERAL LOCAL STREET ]04 97n I 31
[;>;N;/ON/D1 .mv ]0511.FINISH GRADE SHALL ED SLOPED AWAY FROM ALL EXTERIOR HALLS AT NOT LESS THAN f/2'PER Fool FOR A MINIMUM OF
* STD. No. 104A 96 2 24' • 3.THEN 1% (MINDIUM)TO FLOWLIHE OF EARTH SWALE.
NTS 1,r u;TH r 106 95 MIN. 3' x 10' +�2
IN.
rn�iFpPa SANDPIPER DRIVE & OA CONCH. STOOP R 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPES IS LESS THAN 10'.AND 2%IF
93
INTERIOR STREETS 3' DRAIN LINE a CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTION A MINIMUM OF
GO
FROM THE TOP OF CUT OR FILL SLOPES.
NTS
SOILS ENGINEER'S CERTIFICATE: 91 92 PAD 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH.
90 4X ELEV.
4X N.PROVIDE A GROW DITCH.DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.
THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND
TO BL N CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 110 \ 09 89 NOTIFICATIONS MIN' MIN' 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
OUT. IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED 111 " 108 M7
FOR DEVE� LOP�PJIT Be NOTE THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES DR AGENCIES 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT
»C/-K%(T-G'•', - 112 --- -- 87 FORTY-EIGHT (48)HUM PRIOR TO STARTING CONSTRUCTION OR EXCAVATION WHICH INCLUDES FOUNDATION REOUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
(�E 2¢$$ 3 2 04- - ..._ - - 86 CITY OF LAKE ELSINORE 1-909-674-3125 17.GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEERING AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER
T.
tire) (RCE NO) (Date) B5 GENERAL TELEPHONE 1-800-422-4133 +`k<=5::;. :M SHALL BE SUBMITTED TO THE BUDDING AND ENGINEERING DEPARTMENTS PRIOR TO THE ISSUANCE OF BUILDING PERMITS.
. 113 82 &3 84 fi7 ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 ..:q.,=;r. - �.: .:P.•s•>b: r;1
/ 116 0 68 SOUTHERN CALIFORNIA GAB COMPANY 1-800E427-2200 /W 10.THE SOILS EMBIHEIIRING INVESTIGATION GATED NOVEM86R 19,2002 PREPARED BY (ALBU6-KEEFE G ASSOCIATES,INCJ
hl BB .. S UTERN CALIFORNIA EDISON COMPANY 1-SM-694-8123 SHALL BE CONSIDERED A PART OF THE GRADING PLAN AND SHALL BE COMPLIED WITH.
-
115 114 80 o 65 MEDIA ONE CABLE TV 1-909-674-7741
(Signature) (RUE NDJ (Date) UNDERGROUND SERVICE ALERT (USA.) 1-800-422-4133 STET CURB 19A REGISTERED CIVIL ENGINEER 0R LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.
79 WHERE SPECIFIC ELEVATIONS ARE PEGUIFED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN
78 54 ELEVATION WITH RESPECT TO ADJACENT GROW SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
n 7o
BASIS OF BEARINGS - SHALL BE GIN.
� IBASIS OF BEARINGS IS THE WEST LINE OF PARCEL 1 OF PARCEL 76 63 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
MAP NO.30787.ON FILE IN BOOK 204 OF PARCEL MAPS AT PAGES TYPICAL LOT CONSTRUCTIOUGRADING.
5 THRKEN ASH 7, H06*IVE RECASTS OF RIVERSIDE COUNTY,CALIFORNIA. 7] NJ 5. 21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 15 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING cl
TAKEN AS NORTH 06'1558"EAST. 'N` 74 73 AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHTS. $ DO
EROSION CONTROL NOTES: _ - -- 61 NOTE: TICAT DRIVEWAY IS 22.A FINAL COMPACTION REPORT WILL BE REQUIFED FOR ALL FILLS GREATER THAN ONE FOOT. n
A.IN CASE ON EMERGENCY CALL_________MIKE WALKER -- ELEVATION OF THE 6"CURB 23.IF STEEP SLOPING TERRAIN OCCUR ED,OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEAR KEYED AND BENCHED INTO Z
Person) � � "s
--- 57 5B 59 60 FIRM NATURAL SOIL FOR FULL 055 SUPPORT.PREPEAATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO a
(RespaHszble � �,
53 PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.
AT Kt9 4-P0 _ \ I y' '� Z
(24-NY'.pNXne no.) ____ `� 51 POP-UP DRAINAGE 24.THE SOIL ENGINEERSHALL INSPECT THE CONSTRUCTION OF THE FOLLOWING STAGES s C
F.
B.THE UNDERSIGNED CIVIL ENGINEER REVIEW PLACEMENT OF EROSION CONTROL AND 4_ 50 49 48 46 45 EMITTER A. ON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL.COLLUVIAL AND TERRACED A m 3 D O
INSURE T HAT,WOW IS IN ACCORDANCE WITH THE APPROVED PLANS. a _ AREAS AND ANY SUB STRUCRPES.
7
UP RR
-�- �O I B.RIFLING ALL ROUGH GRADING AND OPERAT ONS INCLUDING PRE-COMPACTION.BENCHING AND FILLING OPERATIONS. DO
_ C.DURING INSTALLATION OF BUTTRESS CONDIT AND CANYON SUB-DRAINS D AND FILTER MATERIAL. n
39 � � 20 D.WHEN ANY IRJJ;iUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
0Si9nahre) URGE NO) Expiration Date) 41
42 21 w SWALE FL. A
P.V.0 GRAIN PIPE 4" 'EROSION CONTROL"ALL GRADED SLOPES SHALL PLANTED WITH FIOSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER
C.A STANDBY CREW FOR EMERGENCY WORK SWLL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ! 43 4 �cc 19 I APPROVED GROUND COVER.SLOPES OVER 15'DJ VERTICAL HEIGHT,IN ADDITION TO GFROIdI COVER SHALL BE PLANTED WITH
OCTOBER 5 THROUGH APRIL 15.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND Z ei APPROVED TREES,STABS,OR COMBINATIONS THEREOF.SHRUGS SHALL BE PLANTED AT 10'ON[ENTERS;TREES.20'ON
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRICTION OF TEMPORARY DEVICES 34 _L m 18 CENTER COMBINATIONS• 15'ON CENTERS.SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IFRFRAGATION SYSTEMS
OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 33 23 WITH BAICKFLOW PREVENTION DEVISES PER UB.C,CHAPTER 70.
0.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. ` 32 31 30 TYPICAL POP-UP DRAINAGE 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROJECT ADJOINING
_ 29 28 z PROPERTIES DURING THE GRADING PROJECT.
E.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, 25 24 m 16 I EMITTER
1 _ 27.APPROVED EROSION PFRE DE BEHE
VQNTATIVE VICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL
WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 2 3 4 5 T154- N.T.S. IN PLACE AT THE END OF EACH GAYS WORK.
AFTER A RAINSTORM.ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING 6 _-_ _
BASINS.ANY GRADED SLOPE SURF SHALL
ACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM ALL - 7 8 - 20.ALL NARK SHALL CONFOF3M TO THE CITY AND STATE CONSTRUCTION SAFETY CIDERS.
ALSO BE IS AT THE
REPAIRED. '- 9 30 11 12 13 `14 LEGEND 29•THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
G.FILL SLOPES AT THE TRACT
PERIMETER MIST TRAIN AWAY FROM THE TOP OF THE SLOPE AT THE I --�
CONCLUSION OF EACH WORKING DAY. - __ J F.S. FINISHED SURFACE ED•AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
H.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT p \ HP. HIGH POINT 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.
PUBLIC TRESPASS INTO AREAS WERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET ��1�>
OR CREATES A HAZARDOUS.CONDITION. ��RD \f I T.G. TOP OF GRATE 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET
VERRTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.
FL. FLOW ON
LINE B82 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
P/L 5' MIN. T.C. TOP OF CURB 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT STALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY
DRAIN PIPE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION WHEATRER OR
INN. INVERT OF 3'
APPROUMATE EARTHWORK QUANTITY ESTIMATE 2' 3' ___-__i NOT SUCH FACILITIES APE SHOWN ON THESE PLANS.
MIN. P.E. PAD ELEVATION I 0
APPROXIMATE EARTHWORM ESTIMATE FINISH F OR - 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD.PRIOR TO ROUGH GRADE --:1)
FF. FINISHED FLOOR APPROVAL.
D
INDEX MAP s
CUT- 2b(!0 Cl.YTS. FILL- 2600 CU.YDS. 3' 2' EXT.FIG. EXTENDED FOOTING BEGINNING
35.THE APPROXIMATE DATE(IF:BEGIING OPERATION:JANIARY.2004 c `
i COMPLET
THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE SWELLING,SUBSIDENCE.OVER SCALE i"-200' ION;.ALLY.2004 OVER T.N. TOP OF MALL
EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN SINCE
HE ENGINEER
2 MII s TF. TOP OF FOOTING 36.NO ROCK OR OTHER IRREDUCIBLE MATEAEIAL WITH A MAXIUM DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHINTHE EXACT
SOILS EFFORT AND ARE FOR CANNOT CONTMETHOD OR AND FEE MEANS USED
BY THE
ONLY. SINCE THE ENGINEER 1 M 2% AD ELEVATION ROADBED AREAS OF 3'OF FINISHGRADES UNLESS THE LOCATION MATERIALS AND DISPOSAL METHODS APE SPECIFICALLY g
OPERATIONS,NOR
ROL CAN
THE ENGINEER ASSUMES BYBSPONSIBIL AFOROFTNAL EARTHWORK G.F.F. 6 P.E. 2% MIN.DURING GRADINGt'g9I�4'V TYPICAL FOOTING EMBEDMENT: CONFORM TO 97 UBC SEC. ]806.f OE. POP-UP DRAINAGE EMITTER APPROVED By THE Bons ENGINEER. m
GUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN MIINIMUM 1' FOR ONE STORY 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL gRAINAGE DEVISED AMID OBTAIN INSPECTION BEFORE APPROVAL. ' N (A
EARTHWORK[X1ANii7I6S FOR BIDDING,CONTACT.AND CONSTRUCTION PURPOSES. IF I7 1.5' FOR TWO STORY "'2 mm
APPEARS THERE WILL BE EXCESS OR SHORTAGE OF MATERIAL THE CONTRACTOR MAY NOTIFY SWALE EXTENDED DEPTH PER PLAN CONSTRUCTION NOTE 38.GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE FL SWALE
SAID MATERIAL EXCESS OR SHORTAGE. TYPICAL SIDE YAR SECTION DR
�I IVE APPROACH PER MODIFIED RIVERSIDE I
m (GARAGE SIDE) 1 COUNTY STANDARD NO.207 ON SHEET 2. CERTIFICATION:
N.T.S. 6" MIN. IF CLOSER
THAN 5' TO THE HOUSE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
v WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT GRAPHIC SCALE 1"=200'
SOILS ENGINEER ENGINEER OWNER DEVELOPER LEGAL DESCRIPTIONAND/OR
ASSESSOR'S PARCEL N0. B BE E ISSUED.
CITY AND STATE LAWS AND A PERMIT CAN
SSUED.
� ALBUS-KEEFE G ASSOCIATES,INC. ALBER7 A.WEBB ASSOCIATES K.FOVNANIAN FORECAST MOWS BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP
m K.HOVNANIAN FORECAST HOMES // e7�9�4
RAN N.BATAVIA STREET,SUITE 115 378E SIDE. STREET 353E CONC(11R5 STREET,S1ITE 100 391E260-040 AND A PORTION OF 391E260-047 FIG.30787 AS SHOWN BY MAP ON FILE DH BOOK 204 AT y"�� /�� 0 200 400 600
ORANGE CA 92867 RIVERSIDE,CALIFOM 9250E ONTARIO.CA.91764 353E IO.CA.9 STREET.SUITE 100 PAGES 5-7,RECORDS OF RIVERSIDE COUNTY,CA.IN �"�-
o (714)744-9760 (SIDE)686-1070 (9D9)4B3-7320 !(9ARI�-7320 SECTION 34,T.5 S_R.5 W.S.B.M. KEN SELMALO R.C.E.NO. W915 NPDES WDID# 8334300223
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Q NOTE: SEAL-ENGINEER A L B E R 7 A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. I _
m ��� WORK CONTAINED WITHIN THESE PLANS H! �� CIVIL ENGINEERS TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA
N SHALL NOT COMMENCE UNTIL AN EST7p>,. Y�1',1®{, DISK SET o � M-Lcu< 3788 Mc(SRAY ST. CONCRETE POST AT HJORTHWE50T'HCORNIIR
ENCROACHMENT PERMIT AND/OR A A J f • RIVERSIDE CA. 9250E TRACT N ASS 0,C 1 A T E S OF HAHRER AVE.AND S?HLEISMAN RD.37.E N OF
N ^^ GRADING PERMIT HAS BEEN ISSUED. a r" z CNGINS®HING CoN TA _ USES) 6B6 107E SCHLEISMAN RD.29.ON OF HAMNER AVE. 11.0N PRECISE GRADING PLAN
C/�7, OF PP.#72458. LOOS OF A MARKER POST.
Q TWO WBEFORE THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR Ma L'2B31- i,G/ < �G:.iT-- ELEV=627504 LOTS: 1-52
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITYARISING
AFTER
OF THE DESIGN HEREON. EXP.11?-31-0fi / OF 7 SHEETS
YOU DIG TOU DIG IN THE EVENT U DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
LE p CIVR (-PREPARED.BY: SCALE:
DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ♦ OD-B602
TOLL M� A PUBLIC BEVICE BY H-eoB-zz7-zaoo FOR DETERMINING AN ACCEPTABLE SOLUTON AND REVISING THE PLANS REVISIONS 4jF'or c AS SHOWN N/A FOR: W.O. F.B. FILE N0.
UaBEBcxouaB.-a MERE FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE'3���f��' 12-31-06 H' �' K.FWNANIAN FUFECASf 02-023D
oK-3�9/oy H3A Bid��iaR�.�. /58.�8 ► r gn