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HomeMy WebLinkAbout3392-1LANDSCAPE VIPROVEMENT -PLANS FOR S J V AV VF_ FROM' BEECH At v 0 LYTLE CREEK ROAD00 To S A 545+ 4 STAo 566+!49.17,8 C Y 0 0\ A\ A INDEX OF SHEETS CITY 15 IF FONT/ANq,, /�.SHEET No. DRAWING No. DESCRIPTION P JEGT 1 L-0 TITLE SHEET WILSON AVE "BEECH AVE E SUMMIT AVE. 2 LC -1 LANDSCAPE CONSTRUCTION PLAN (STA. 545+00.00 TO STA. 555+00.00) CITY NOTES REGARDING INSPECTIONS: P� ��FF % 0 3 LC -2 LANDSCAPE CONSTRUCTION PLAN (STA. 555+00.00 TO STA. 566+49.78) a¢ Q 4 LI -1 LANDSCAPE IRRIGATION PLAN (STA. 545+00.00 TO STA. 555+00.00) Y i QI O cn ice' W D' 1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ' ' W° Q z u- N 5 LI -2 LANDSCAPE IRRIGATION PLAN (STA. 555+00.00 TO STA. 566+49.78) ENGINEERING DIVISION'S LANDSCAPE INSPECTOR 48 HOURS PRIOR TO > - 0; o z W:; Q o DESIRED INSPECTION OF AN ITEM AT (909) 350-7627 OR 350-7684. ',' w:; _ 6 LP -1 LANDSCAPE PLANTING PLAN (STA. 545+00.00 TO STA. 555+00.00) C5 o C) 2. W > PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT,°" w w J< 7 THE FOLLOWING INSPECTIONS ARE REQUIRED: , . w LP -2 LANDSCAPE PLANTING PLAN (STA. 555+00.00 TO STA. 566+49.78) _, , , m a A. PRE -CONSTRUCTION MEETING. - - -� -- --- 1 F 8 LD -1 LANDSCAPE CONSTRUCTION DETAILS HIGHLAND AVE _..N _ ...... B. INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION` (PRIOR TO BACKFILL). MAINLINE PRESSURE TEST AT 150 P.S.I.% 9 LD -2 LANDSCAPE IRRIGATION DETAILS FOR A THREE (3) HOUR CONTINUOUS PERIOD. 10 LD -3 LANDSCAPE PLANTING DETAILS C. IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS. COUNTY OF SAN BERNARDINO D. FINISH GRADE PRIOR TO PLANTING. �T E. PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION. CI . F. PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS N.T.S. PLANNING AND LANDSCAPE DEVELOPMENT SECTION, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS. G. COMPLIANCE WITH APPROVED PLANS. H. FINAL INSPECTION. 3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT EACH INSPECTION. MARK:BENCH Qii/"/' �W O� I , NOTICE 1CONTRACTORS: � / I � The Bench Mark for this project is Caltrans BM r, #8-17. It is described as a Brass Cap in the SUMMIT '/ AVENUE I concrete base of the South leg of an SCE tower 343'THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE - Sev North of Highland, We0.st mi West Ave.San RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ____ / - - _ _1 --------- ------------------------ - - �T Elevation Rd., 2.65 mi West of Sierra v "''" � 111. Elevation is 1428.609 feet. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY �\ SSHEET i1111HEET 1 to AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE y ® 1 z CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE z W11> ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, 11< _ ASIS OF BEARINGS: IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, - - - --- - + -- 1 - EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. The basis of bearings for this drawing is the line �n 1VE� LopR PRuT G/?Y PROJ�G( between the NW Cor. Sec. 25, R6W, T1 N (Pt. 61) and (8Y 07'960) the Northerly quarter cor. of said Sec. 25 (pt 84).Said bearing is N 89'44'05" E as shown on RS 30/58-60. ■