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HomeMy WebLinkAboutLot 23 & 24 Precise Grading LEGEND EROSION CONTROL NOTES FF FINISHED FLOOR ELEVATION I. IN CASE OF EMERGENCY, CALL DON VEASEY (9091 6944957 FS FINISHED SURFACE CF CURB FACE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAKE AVAILABLE AT FL FLOW LINE ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE TC TOP OF CURB AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO PE PAD ELEVAIION FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS 1047�� EXISTING CONTOURS IMMINENT. 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RIVERSIDE COUTNY GRADING DEPARTMENT 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40% S. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS, AND THE BASINS DRAINED. 6• THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED V (` WATER CREATES A HAZARDOUS CONDITION. SANDBAG LAYOUT SHALL BE INSTALLED AS SHOWN PER PLAN OR AS DIRECTED BY THE COUNTY INSPECTOR. F+ al's't �'� 112' 121' L J J 2,8 434.90 ' S16. 7'49"E 16 E """ ""' — -�- 220.00 ' EX.SEW. CO EX. 8" SEW. LAT. N1 6'37'49"W O 1075.70) INV �--I EX. SEW. Mr �U 91.25E ° LA� p I Ch v (1075.62) IP 2% I �O N 0CnT I C 0000 15' 45 H PRO SED N o Z. SIDEWALK • � � Oji' I � � rn ao � 0 � I 0� N ,n - � u_ ay I cn 91.96TC m' rn a, on cn a C114 Ul) 0 00 91.46 S pp 0' w x I ►� W R I o T W T. ' EA T � n N >K LJ 00 00 \ I I cVcv 0 �' - r �� �� L J r I 11 �6 AU tom, s„ (z—ems ter) 0 �* O �- N x [�7 0''4j U ao U Z �'�' Cr) F- U) L n r — 0 0 H m N 92. 2�FF 9 1TC' nIo o� rn rn M w 170 W I c•� 5.67 g 5.67' o oI o 91 . 45PEI� N N NI [� x z n 38 a, N L W 1. (88.7 )TC 2 24' I M • • •.o •91:36.TC .70FS INSTALL SANDBAG S m A HIGH 1 TYPICAL 6 90.96TC' U L �, _ n � LO � rnm 6or ►`nn� 00 rno► rnrn 9 t� 71 00 40F `o• O. N t aD Cn 2% MI 92 2% I 0 NLL 0 MIN. .10FS o0o I 6 a ai cn 0 0 c 1 rn 89 Y :. 11 C i 5.67' to 1 2' n cv H 9� 9Ci.00 � 1 -� 10.5x= cn ���r 9.76FLm ao c� � -j 90 103 .67 < � LO - 38) Cr J tl U EA. RIGH TURN 89.10 TC TC N ONLY SIN EX CURB AND GUTTER - PROPO 6' .50 % (1)701 SIDEWALK (0.50)16f N o ( ) co as + I I I PO PO � OD + I o 1PRIVATEX. 217.40 ' _ 219.99 ' EX. RIGHT TURN I 437.39 ' ONLY PAINTED ` X. BA F MEDIAN ` RCWD 30 rd WAT. EASMENT u* CUSHMAN A N \ GEORGECOURT� EX. 8 WAT QTR \ c RCWD EX. 9' SIDEWALK EX. 6' SIDEWALK \ IEX. 40 DWY EX, SUPER F �� EX, G" SUPER FH EX. 40' DWY .4 � . LOT 21 CITY QF TEMECULA P�r Q Q RECOMMENDED BY: ......DATE: 20 0 10 20 40 ACCEPTED BY• DATE: �" a RONALD J. PARKS DEPUTY PUBLIC WORKS DIRECTOR SCALE 1" 20 F R.C.E. NO. 19744 xplres l N In ergroun service a RECOMMENDED FOR SEAL COUNTY SEAL COUNTY OF RIVERSIDE SHEET NO. CO": TOLL FREE APPROVAL GRADING DEPARTMENT RIVERSIDE COUNTY QRpFESS�CN —800 0 APPROVED BY: etivil en %ne erz 3 �� � � � 43533 Ride Park Dr. Suite B PLOT PLAN 16699 422--4133 � i � z � , 1�ro �� a„ ,�,,,a„ = �' � � R.C.E. N0. EXP. DATE 9Temecula, California 92590 EROSION CONTROL PLAN OF—The private engineer signing these plans is responsible for the NO` 36306 (909) 506-4869 (909)506-497'9 FAX accuracy and acceptability of the design hereon. In the event of DATE EW. 6/30/04 P R R D B Y DATE h LOTS 25 AND 24 TR NO. 25172 FILE . discrepancies arising after county approval or during construction, CHECKED BY * * SCALE the private engineer shall be responsible for determining an DATE BY MARK APPR. DATE �qT CIVIC- BENCHMARK acceptable solution and revising the plans for approval by the ENGINEER REVISIONS COUNTY DATE E OF��f HECTOR L. CORREA FOR W.O. county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0._ 36 06 EXP. DATE 6/30/04 DATE g-18--01 SEE SHEET NO. 1