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Home My WebLink About3392-8Al!-.- 0" TYP. .......................................... CONSTRUCTION NOTES 1. 3 . " THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH W1 AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, APPROVED ADDENDUMS, SEE PLAN V ..... 0TYP, EE PLAN AND CHANGE ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION VARIES 3 DOCUMENTS. EXPOSE 1-1/2" OF ROCK PRESSURE LESS CALCULATION 2 4 ABOVE TOP OF CURB 2. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING PROJECT: SUMMIT AVENUE (BEECH AVE, TO LYTLE CREEK) CODES AND ORDINANCES, AND TO THE CITY OF FONTANA "SPECIFICATION MANUAL \ ................... ........................................ ------ STATIC PRESSURE; 105 PSI FOR STREETSCAPES AND PARKS" WHICH SHALL BECOME PART OF THESE DOCUMENTS. 2 2% MIN. 2% MIN. ........................... SUPPLIER: FONTANA WATER COMPANY SGVWD 3. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, Ld PHONE NUMBER: (909) 822-2201 / (626) 448-6183 UNINTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, STRUCTURES, WALLS, VALVE STATION/GPM: A-1 GPM: 24 LANDSCAPE PLANTINGS AND IRRIGATION (NOT STRICTLY WITHIN DISTURBED AREAS > in < AS INDICATED ON CONSTRUCTION DRAWINGS), OR OTHER AMENITIES, DUE TO THELd Li ITEM: P.S.I. LOSS ACTION OF THE CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE 5 WATER METER SIZE: CONTRACTOR'S SUBCONTRACTORS. 4 1-1/2' 2 24 GPM 1.20 .............. BACKFLOW DEVICE: 1-1/2' @ 24 GPM 9.00 4.EXACT PLACEMENT OF ALL CONCRETE WORK SHALL BE LOCATED IN THE FIELD BY 6 GATE VALVE: 1-1/2' @ 24 GPM 1,010 THE CONTRACTOR WITH FORMS, STAKES, PAINT, ETC., BUT SHALL BE APPROVED 7 MAINLINES: 2' SCH. 40 1,260 L.F. @ 24 GPM 5.67 BY THE CITY INSPECTOR PRIOR TO CONCRETE POURING. LOCATION 2 ADJUSTMENTS MAY OCCUR WITHOUT CHANGES TO COST OR SCHEDULE. VARIES SECTION AUTOMATIC VALVE SIZE: 1-1/2' 2 24 GPM 1.40 5. CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHERS CONTRACTORS' NOT TO SCALE LATERAL LINES: 3/4' CL, 200 50 L.F. @ 6 GPM WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH Q__/ WD VARIES 1.42 z .............. 1' CL. 200 10 L. F. @ 12 GPM .18 THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS SEE PLAN 1-1/2' CL, 200 2 L.F. @ 24 GPM .02 WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHORIZED LEGEND REPRESENTATIVE IMMEDIATELY SHOULD CONFLICT ARISE. IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 19.89 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE OWNER'S AUTHORIZED LEGEND O A.C. PAVING PER CIVIL ENGINEER TYP.®CONCRETE JOINTS BETWEEN STONES TYP. FITTING LOSSES OXI OF SUBTOTAL): 1.99 REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS NOT TO EXCEED 1-1/2" WIDE MAX. ELEVATION LOSSES/GAINS +23.00 PRIOR TO INSTALLATION OF THE WORK. CONC. CURB PER CIVIL ENGINEER TYP. O 7. THE CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING PLANTINGS TO REMAIN A.C. PAVING PER CIVIL ENGINEER TYP. Q SET COBBLES IN 6" PEA GRAVEL CONCRETE TOTAL SYSTEM LOSSES: -51.88 DURING THE LIFE OF THE CONTRACT INCLUDING NECESSARY WATERING TO MAINTAIN CONC. CURB PER CIVIL ENGINEER TYP. 4" - 12" COBBLES SET AS DECORATIVE BED , BRUSH ROCKS AND AVAILABLE PRESSURE: 105.00 HEALTH OF PLANTINGS. PAVING WITH ONE FLATTENED SIDE WHICH WIRE BRUSH JOINTS, AND HYDROBLAST SHALL BECOME THE EXPOSED SURFACE ROCK AS APPROVED BY THE CITY INSPECTOR. DEFICIT OR (+) RESIDUAL PRESSURE: + 76.12 O 18" WIDE WALK-ON COBBLE PAVING ALONG SIDE. TYP. COBBLE EXPOSED HEIGHT CURB EDGE TYP. RANDOMLY VARIES BETWEEN 1/2" - 3". CONCRETE BASE' SHALL BE CLASS O TYP. WALK-ON COBBLE PAVING PADS 2% MIN. DRAIN TO STREET TYP. A SAMPLE 520-C-2500, 4" SLUMP CONCRETE. AREA, 10 SQ. FT. MIN. SHALL BE APPROVED O TYP. PLANTING AREAS BY THE CITY INSPECTOR PRIOR TO 90% COMPACTED SUBGRADE TYP. PROCEEDING WITH REMAINING ROCK WORK. OROCKS SHALL BE SMOOTH, ROUNDED, FINAL RESTING POSITION OF ALL ROCKS REFER TO COBBLEPAVING #1 DETAIL FOR FREE OF OBJECTIONABLE DISFIGURATIONS SHALL BE APPROVED BY THE CITY COMPLETE NOTES. AND IRON CONTENT AS APPROVED BY INSPECTOR. THE CITY INSPECTOR. AV STRUCT�ON NOTESIG#1 5 PRESSURE CALC/S E CON C COBB LEIF------\, AV N G 117 A COBBCOBBLEPAVIN b 2'-0" TYPI .......... ........................ i �3" Iyp. / ............................................. (2 3 8 4 CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSCAPING 2 2 2% MIN. NATIVE BACKFILL 2' MINUS II E 3X NON PRESSURE LATERAL LINE W/SLEEVE Cd PRESSURE SUPPLY LINE W/SLEEVE 5 F��CONTRDL WIRE SLEEVE SIISAND BACK FILL S 2MIN 4iiW ECTION ' MIN NOT TO SCALE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER LEGEND SPEC, ALL SLEEVES TO BE SCH, 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE LEGEND SLEEVED, O A.C. PAVING PER CIVIL ENGINEER TYP. CONCRETE JOINTS BETWEEN STONES TYP. )K INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL NOT TO EXCEED 1-1/2" WIDE MAX. TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR, 1. FINISHED GRADE. O CONC. CURB PER C,:VIL ENGINEER TYP. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY 50 SET COBBLES IN 6" PEA GRAVEL CONCRETE INSPECTOR 2. BOULDERS - E PLAN FOR SIZES AND PLAC ENT: 4" - 10" COBBLES S`_T AS DECORATIVE BED, BRUSH ROCKS AND WIRE BRUSH JOINTS, PAVING WITH ONE FLATTENED SIDE WHICH AND HYDROBLAST ROCK AS APPROVED BY IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND X = 3 1 /2' TO 4' DIA. SHALL BECOME THE EXPOSED SURFACE SIDE. THE CITY INSPECTOR. PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL, Y = -1 /2' TO 3' DIA. TYP. COBBLE EXPOSED HEIGHT RANDOMLY VARIES BETWEEN 1-)/2" - 3". 2% MIN. DRAIN 3" THICK MORTAR BED BASE TYP. Z 1-1/2' TO 2' DIA. TO STREET TYP. A SAMPLE AREA, 10 SQ. FT. MIN. SHALL BE APPROVED BY THE CITY 90% COMPACTED SUBGRADE TYP. INSPECTOR PRIOR TO PROCEEDING WITh REMAINING ROCK WORK. ROCKS SHALL BE(�) C 8 TYP. MEDIAN PLANTING AREAS SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS REFER TO COBBLEPAVING #1 DETAIL FOR APPROVED BY THE CITY INSPECTOR. COMPLETE NOTES. F SLCC INE BOULDERS B COBBLEPAVING # 2 -RECORD Q AW 1V9 RECORD VRAV11,A1r_-S11,6E7- 1-016 D.B.4V 0-c-cy SHOULD CONSTRUCTION OF THE REQUIRED C' I T Y OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWONNI)SCApt LE"JEE17 Hall & Fbreman Inc. LANDSCAPE IMPROVEMENT PLANS YEARS OF THE DATE OF APPROVAL SHOWN HEREON 6� _.�_ T. []D[7 yx1_ -- No. 3848 m A Civil Engineering Planning - Surveying - Public Works DRAWN BY: SUMMIT AVENUE SCALE: HF AS AND CARRIED FORTH IN A DILIGENT MANNER, THE 9130 Anaheim Place #120 - Rancho Cucamonga, CA 91730 - 909-484-9090 CITY ENGINEER MAY REQUIRE REVISIONS TO THE SHOWN Exp. 11/30 04 PREPARED UNDER THE SUPERVISION OF: DESIGNED BY LAND CAPE CO NST ACTION DETAILS DATE: 1��' JH* MAY 2004 I - NX, //T// REV. PLANS TO BRING THEM INTO CONFORMANCE WITH OF CA0F- S1-31-0 CHECKED BY: AOP�dVED BY: DWG. NO.: I I I /Of�l 4z REVISION DESCRIPTION DATE I ENGR. I CITY DATE STANDARDS IN EFFECT. MICHAEL T. HARADA R.L.A. 3848 DATE: MH ATE:31ezl 3392 I CITY ENGINEER R.C.E. 5T152 L® 10 Mo C�