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HomeMy WebLinkAboutLot 81 - Precise Grading Plan MEANDERING 8' SIDEWALK PARKPARK -� Ti-Tr. SECTION A-A NTS NORTH GENERAL KEARNY ROAD 19 24 �� 20 1 22 23 5 cam' 'ti ^ as M `3 EXIST. STREET LIGHT �1 " �D h° h � �,' moi; y� TO REMAIN IN PLACE MEANDERING --• a Ex. e c�c �ti ry. �, Ex. GTE MH VARIES 8' SIDEWALK 15 V....,, ,. .. �. • 2.29% " PVC -21.6'=t r- "•: `r -•-- -�- ---------• ---�---- �Ma " -� --------- 1.05 r - PARK PARK » 83.60TG 5 4 djcI RR I GAT I ON R I SER U) 0 82.90 TG 12"X12" BROOKS 82.85 I 82.02 IE BRAFFI TX OR RAFFIC DV w/ 1.OX 3 tiV FG' �' O _� n 78.29' 3" PVC C � C 'ti�Gc, N j� * .':.: ,' • 1.0% �,.6F5 �• fir U' $��y h�•, s R1M I 1 I r 0 11 1114- 1 1 �- " SEE DETAIL •RIGi -- 83.90 TG SECT I ON B-B 82.80 IE g NTS h4 aS.I IFS W.3WS A A V.-A" 87.62FS RrM N ' 93 / tK00 • s A z 12"X12* BROOKS .-��5 BOX OR EQUAL 83.70 TG IE 4 9' 12"x 12" s �h TY TYP. A A Box OR EQu 7 24"x24" OKS 84.20 TG 1 "x1 BROOKS 00 ,`C 1 12"x12" S BOX OR EQUA 81.20 IE BOX OR EQUAL $ '`G BOX EQUAL 83.40 TG 12002m S 85.40 TG cyl 83.8 TG 80.55 IE BOX OR EQUA 83.12 IE 1. IE .60 TG � � 8 FRES"DRAIN "DRAIN 84 HOFS NCH"MXI 35 _g PVC 280 PVC 1.OS MIN. IE 66'- 6" PVC $ $, 070 . C� FREg0 -5 P 1. �•� .. • 1.4% Cb�• Ql�. 0 • 0.9% eI`• TOP SOIL OR FILL MATERIAL '` � 55'- 6" PV •' °° q�`' SEE DETAIL AT LEFT 55'-6" PVC • 4.0% ° dao o • 1.Ox z °3 p °a GRAVEL W/ �75 °� pa° FILTER FABRICW_eumft N ° O 8 SIDWALK � p°�0 WRAP AROUND TRENCH q, 0 �� 40 00 a 6" PVC 80.00 IE 80.00 IE B 0 ° PERFORATED PIPE CO 18" DETA I L: FRENCH DRAIN DETA I L: HAND I CAP STALL N.T.S. SCALE 1 "=10' v PO co o 4:1 o` CONSTRUCTION NOTES 0 L0 0 10 CONSTRUCT DRIVEWAY PER C.O.T. STD.DWG. 207A 3 2� CONSTRUCT CURB PER C.O.T. STD.DWG. 205 TYPE "F" O CONSTRUCT CURB PER C.O.T. STD.DWG. 205 TYPE "E" o ® CONSTRUCT ZERO CURB FACE 5O CONSTRUCT 3" AC OVER 5" BASE Underground Service Alert BENCH MARK Y Q o Robert &in, Ar"illiam Frost & Associates ELEVATION 1091 .074 0_ PROFESSIONAL ENGINEERS, PLANNERS k SMVEYORS RIVERSIDE COUNTY DES I GNAT I ON T-46-81 STAMPED ON 2, & 1/2" OWNER/DEVELOPER 27555 YNEZ ROAD, STE. 400*MEaU CA. 92591 z BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO in CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. Q 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKp��SS1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q� � 41e CW .OW MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBL,I C WORKS Contractor HORIZONTAL y ��� !�'z yf ans epa d U d r The Supervision Of Q ACCEPTED BY: DATE: s TRACT N 0 . 2 8 510 0 Inspector SEE ABOVE AS SHOWN ExNo•��9 � Date: �[ Z DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEER PRECISE GRADING PLAN "� MICHAEL TYLMA RONALD J. PARKS5'AY.\ o VERTICAL s C 1�1�- ! r a_ Date Completed e t e d 7l 0�� 43090 3-31-04 - '�f...='ise9 p F \F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30 01 �, PARK SITE N/A OF C�� p p � SHEET OF �