HomeMy WebLinkAboutPGP_0001 SITE GALE IN THE CITY OF LAKE ELSINORE
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CT. WES DR�°sEcana4Rr TRACT NO. 32337-1
AG�CMEMSWSspy LAKESFDNE PRECISE GRADING PLAN
SLNSMEPT DR.
OR.
ACVTpYEq CAN YDV
Pq 4 S RD. LINCOLN
ST. 303
PRIFIARY
ACCESS
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HAS j /� �`.\ OPEI•I SPACE f0 TRACTFtE
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VICINITY MAP O.S. 72
315
NTS -N-
SOILS ENGINEER'S CERTIFICATE: ,� E
THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND QpOFESS/p4, PH �SE� U' �, 84
TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
OUTLINED IN THE SOILS AND GEOLOGICAL RECONAISSANCE REPORT PREPARED
FOR THIS DEVEL NT. 5 N m 86
w No.2455 m 1B7 \ \ \ 87.. 1 .... �_�_
(Signature) (RICE NDJ (Date) ml FpTECHMGP g Cy►SL;w�"" _••.� ` \' ire .� � SIR ( era -
9�F �/ .31944 ra OF
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54
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(Signature) (RICE HD J (Date) ;..:>,\,� � 63 ,'` /:� 45
S.
BASIS OF BEARINGS E f i Az DEEPEN FOOTING NOTE:
BASIS OF BEARINGS IS THE WEST LINE OF PARCEL 1 O=PARCEL 154 : �(�- f -
MAP NO.30787.ON FILE IN BOOT(204 OF PARCEL MAPS AT PAGES 152 169 / /' 1 ,\ �H R 319 CROSS
MINIMUM EXTRA DEPTH OF FOOTI FLO IS BASED ON H G SAME STATIONING
5 THROJGH 7,INCLUSIVE,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA, " _ a. CROSS SLOPE RATIO BETWEEN SWALE FLOWLINE AND FINISH GRADE ADJACENT
..,�
TAKEN AS NORTH 06.3558"EAST. .~-�'l %" a �` J _ -41 -- --z- TO EXTERIOR FOOTING. IF FIELD CONDITION AT SUCH LOCATION INDICATES LESS
_�•�_�_ � / �� r "`�, THAN 20% CROSS SLOPE RATIO, APPROPRIATE ADDITIONAL FOOTING DEPTH
51 4B
EROSION CONTROL NOTES: -----•-"' 304 % 95 4g % 31 THESHALL BE ENG ENGINEER PROVIDED.
RECORD ISSUING
DEEMED FINAL
TO CERTIFY GRADING
TH THATCERTIFICATION
REQUIREMENTS
1m !oe 1a6
A.IN CASE ON EMERGENCY CALL----------KYLE SFIEPARD toe � • � 1B J,� � ` �� ' •��..� HAS BEEN MET.
(Respmalble Person) 97 (�\
760-272-9923 _ ..„ `� ls�� 35" q�� ?°" LEGEND
(24-rr.phone no.) 98 �. 2! �i� ,9
B.THE lNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND 99 SE � "�, �. 3e 36' ® TYPICAL A.C. PAD
(OFM/-B4�IfANCE WITH THE APPROVED PLANS. *.,. \ <""'7�/ r"�-. U°EN 5✓' DF. DEEPENED FOOTING
B.
TH //�
/ F' 100 19 zylj')`". A\'�, r FF. FINISHED FLOOR
`�^ 23 _ 1 1
PAUL A.PECK C58602 12-31 08 -- 24 ' )
_ t ,r ! �� �� s \ F.L. FLOWLINE
(Signature) (RICE NO.) (Expiration Dete) - i. /�BASIN I.
�25 \ ,. � (\\//� 8 1- � F.G. FINISHED GRADE
C.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. •�''°^ / "'\�7\ ( !� F.S. FINISHED SURFACE
OCTOBER 5 THROUGH APRIL 15.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND Y
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRICTION OF TEMPORARY DEVICES "'•-�- A\ , 14 1 / / 27 �� \\'' GF. GARAGE FLOOR
OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. G P ,., ,y \:.. 31J.
� ��' H.P. HIGH POINT
D.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SACE PP OP ��" y3 F% ' d CONSTRUCTION NOTE
'` � �°\'� � ... y� / �� � P.E. PAD ELEVATION
-N REVISE PAD ELEVATIONS ON
E.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY., OPEN SPACE (\j�J}`'.� �, i 12 `v, ��''• �\ LOTS !3•15 6 22-25 T.C. TOP OF CURB DRIVE APPROACH PER MODIFIED RIVERSIDE
WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. O 313 l"'.,tl "�'.;. '? / 1 ® COUNTY STANDARD N0.207 ON SHEET 2
if Amay T.F. TOP OF FOOTING
F.AFTER .RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK"IBERMS AND OESILTING \ (�;a ~/E ^c^. 2 ~ T.N. TOP OF WALL O KEYSTONE WALLS PER SEPARATE PERMIT
BASINS.ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL - B T9 \ \�J�', T,
ALSO 8E IMMEDIATELY REPAIRED. QG�OCJ, 9 / 3 �1y �` T.R. TOP OF RETAINING O "V"DITCH PER DETAIL SHEET 2
G.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE Q / 'a 4 \ TKW TOP OF KEYSTONE WALL
CONCLUSION OF EACH WORKING DAY. 9�' / 4� \ &KW BOTTOM OF KEYSTONE WALL
PAR, 2 P F� �/�
H.THE CONTRACTOR SHALL BE RESPONSIBLE AND AVE SIGNS POSTED ON THE SITE TO PREVENT / J i' 8 5 2:1 SLOPE
Pl13LIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET P.fvl, 32338 �\ u/ /��_ ° "" �� CORRECTED FENCE 6 WALL ON LOTS 232e DEEPENED FOOTING NOTE
OR CREATES A AZARDOUS CONDITION. �\',. Nr-' T i CORRECTED SLOPE ON LlY1S 70.73
S H` 1 a— � A RETAINING WALL (PER 1.RETAINING WALLS PER SEPERATE PLAN AND PERMIT
�� ,`, U / GO9� SEPERATE PERMIT) 2.KEYSTONE ALLS ON LOT 79,89,93,94 PER ALBUS-KEEFE
3.RETAINING W WALLS SHALL BE CONSTRUCTED OF THE SAME
�SPACE J FIRE HYDRANT ASSEMBLY MATERIALS AND DESIGN AS THE PERIMETER COMMUNITY
APPROXIMATE EARTHWORK QUANTITY ESTIMATE TAq�T \� 99� Q -o- WALLS WITHIN THE PROJECT.
eO[/NOggy \\� 0 PROPOSED STREET LIGHT
APPPDXIATE EARTHWORK ESTIMATE
x— 6'W000 FENCE (PER LANDSCAPE PLANS)
CUT- 4700 CU.YDS. FILL- 4700 CU.YOS. Q _
6'ORNAMENTAL STEEL FENCE (PER LANDSCAPE PLANS)
THE ABOVE
NOT ITI SHRINKAGE.SWELLING.
EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE INN THE PRELIMINARY NOTIFICATIONS 6'PRO70 II BLOCK WALL (PER LMASCAFE PLANS)
SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SPICE THE ENGINEER NOTE:THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES INDEX MAP
CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING FORTY-EIGHT TRA HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: nmm,m.mmn.m 6'SPLIT-FACE BLOCK WALL PER LANDSCAPE RANG)
OPERATIONS,NOR
CAN THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK SCALE:I"- 150• FFOJT YAFD SETBACKS ON THE FOLLOWING LOTS
GUANTIT THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN SO WAS 20.0' IS 30.0' FETE HYDRANT MARKER
CITY OF LAKE ELSINORE 1-909-674-3125
EARTHMOPo( THE
FOR BIDDING,CONTACT,AND CONSTRUCTION PURPOSES. IF IT GENERAL TELEPHONE 1-BOO-422-4133 �1 11 WAS 20.0' IS 25.0'
APPEARS THERE WILL BE EXCESS OR SHORTAGE OF MATERIAL,THE CONTRACTOR MAY NOTIFY ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-9D9-674-3146 GRAPHIC SCALE 1"=150' 12 WAS 20.0' IS 30.0' KEYSTONE WALL BEER ALBUS-KEEFE)
THE ENGINEER TO DETERMINE IF POSSIR.E GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SOUTHERN CALIFORNIA GAS COMPANY 1-BOO-427-22DO :27 WAS 20.0' IS 30.0'
SAID ATERIAL EXCESS OR SHORTAGE. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-694-8123 REVISED RETAINING WALL LENGTHS AND HEIGHTS
v, MEDIA ONE CABLE TV 1-909-674-7741 o 150 75 0 150 300 450 CERTIFlCATION:UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133
of LEGAL DESCRIPTION THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
BEING A SUBDIVISION OF A PORTION OF PARCEL 2 WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
n OF PARCEL MAP NO.31011 AS SHOWN BY MAP ON AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
SOILS ENGINEER ENGINEER OWNER DEVELOPER ASSESSOR'S PARCEL N0. FILE IN BOOK 206 AT PAGES 50-52.RECORDS OF BE ISSUED.
mp ALBUS-KEEFE G ASSOCIATES. INC. ALBERT A.WEBB ASSOCIATES K.HOVNANIAN FORECAST HOMES RIVERSIDE COUNTY,CA.IN SECTION 33 T.5 S.R.5 AS BUILT
$ 1403 N.BATAVIA STREET,SUITE 115 3788 MCCRAY STREET 35M CONCOURS STREET,SUITE 100 K.HOVNANIAN FORECAST HOMES 391-260-047,-050 r-051 W.,S.B.M.
NTO
ORANGE,CA 92867 RIVERSIDE,CALIFORNIA 92506 ONTARIO.CA.91764 OO 9 STREET,SUITE 100
NTARIO,C CAA..91764 KEN SELNALO R.C.E.N0. 56915 NPDES WDID# 833J300609
(714)744-9760 (951)686-1070 (909)483-7320 (909)483-7320
co
LLI p 51�'7 D NOTE: W4m Vp L AS'w(.T / EAL—ENGINEER A''LL BB EE'�R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS il/Nu DnL REVISE PAD ELfVFTIonzS SHEET 5 �yH►e+tm.- f1 RR 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN 5 CRR P c e T L N ` v ,{� M•I•ev Y 1J,1 B RIVERSIDE CA. 92506 CITY OF LAKE ELSINORE BM B-95-63
ENCROACHMENT PERMIT AND/OR A o ETs .�a7\\° PSf A S S 0 C I A T E S (951) 686-1070 ELEV.- 1301.72%EST. 12/95.NAVD29 TRACT NO. 32337-1 1
o GGGSSS GRADING PERMIT HAS BEEN ISSUED. @NGIN@@aTNG reN'rs PRECISE GRADING PLAN ` �
Of/1f/07 CPA
o pAl 7W0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1 LOT 10,11,12 B 27 FRONT YARD SETBACK CHANGED ON SHT 4 NBL oayAa !�/7
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �•�-�-� / �� OF 1P SHEETS
BEFORE DAYS WORKING
AND REVISED RETAINING WALL LENGTHS AND HEIGHTS LOTS: �� —
YOU DIG YOU IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK DATE A'r4 °� PREPARED BY: C58602 SCALE' FILE NO.
TOLL^ A NUUD SEVKE BY r-°00-T�T-110D FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS I>F D H: AS SHOWN V: N/A �F..: W.O. F.B. Lf
uxouaBauxo sBVICE AIEBf FOR APPROVAL BY THE couNrc. ENGINEER CITY DATE 01-29-07 32-31-08 H7VNNiIM1 FTIB;ASf 04-040i
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