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HomeMy WebLinkAbout5230-1n U Sheet Index Sheet Number . Sheet Title L-1 TITLE SHEET L-2 HARDSCAPE PLAN L-3 IRRIGATON PLAN L-4 TREE ASID GROUNDCOVER PLAN L-5 SHRUB PLAN L-6 HARDSCAPE DETAILS L-7 HARDSCAPE DETAILS L-8 HARDSCAPE DETAILS L-9 IRRIGATION DETAILS L-10 IRRIGATON DETAIL L-11 IRRIGATON DETAILS L-12 IRRIGATON SPECIFICATIONS L-13 PLANTING DETAILS L-14 PLANTI(G SPECIFICATIONS L-15 ADA ACCESS SHEET INDEX Landscape Water Use Calculations Miller Park Amphitheatre 'I Maximum Annual Water Allowance (Eto)(ET Adjustment Factor) ((Conversion Factor*Total Landsope Area)+(Conversion Factor*SLA)] = MAWA 52.4 * 0.62 * [( 0.7 * 44,877 ) + ( 0.3 24,277 )] = 1,257,188 gal / yr 2 Estimated Total Water Use Hydrozone # 1 (High) (ETo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETWU Irrigation Efficiency 52.4 0.62 * 0.7 0 _ 0.85 0 ]gal / yr Hydrozone # 2 (Medium) (ETo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETVU Irrigation Efficiency 52.4 * 0.62 * 0.5 * 20,600 393,678 0.85 ]gal / yr Hydrozone # 3 (Low) (ETo*Conversion Factor)(Plant Factor*Hvdrozone Area) = ETVU Irrigation Efficiency a * 0.62 * 0.3 * o _ 0.85 0 gal / yr Hydrozone # 4 (SLA) (ETo*Conversion Factor*Hydrozone Area) = ETWU 52.4 * 0.62 * 24,277 _ 788,711 ]gal / yr Total ETWU = 1,182,381, gal/yr MAWA - ETWU = 74,799 Igal / yr (this number must b positive) WATER USE CALCULATION AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCEAND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE: APPLICANT/LANDSCAPE ARCHITECT DATE 2/24/15 z VICINITY MAP CU � BMLA LANDSCAPE ARCHITECTURE LL 310 North Joy Street, Corona, CA. 92879 ui PH: 951-737-1124 Fax: 951-737-6551 0 Contact: Baxter Miller LANDSCAPE ARCHITECT M L R P&ARK NTS ANDRESEN ARCHITECTURE INC. 17087 Orange Way Fontana, CA 92335 PH: 909-355-6688 Fax: 909-349-2302 Contact: Doug Andresen ARCHITECT 17004 ARROW BLVD., FONTANA, CA 92335 CITY OF FONTANA, CA. PUBLIC WORKS DEPT. 164,89 Orange Way,- Fontana, CA 92335 SITE MAP INDEX LEWIS LIBR, AND TECHNO CENTEF ------ADA PATH OF TRAVEL � n 001 \ _ "MI, , � AD AREA DRAIN DN DOWN © FOOTHILL BLVD ALIGN EJ EXPANSION JOINT APPROX IVY AVE EL ELEVATION ARCH 0 EQ EQUAL UPLAND AVE Q E EAST BL BASELINE FG UJ 15 BENCHMARK FIN FINISH CIVIC CENTER DR FL w Q PROJECT SITE SPRING ST FACE OF BUILDING CB CATCH BASIN FS FINISH SURFACE CL CENTERLINE FT FOOT OR FEET CLR ARROW BLVD FTG FOOTING LERNER LN >- GND GRADE BREAK CONT CONTINUOUS HORIZ HORIZONTAL CTR CENTER ID INSIDE DIAMETER DF DOUGLAS FIR LF LINEAR FOOT OR FEET DG DECOMPOSED GRANITE MAX ino DIA DIAMETER MFR MANUFACTURER DIM J a MINIMUM ALLARD ENGINEERS AMPHITHEATRE . Sleeving location. ORANGE WAY 8253 Sierra Ave Fontana, CA 92335 • Mainline installation with pressure test at 150 psi for 4 hours. PREPARED FOR: PH: 909-356-1815 Fax: 909-356-1795 • Point of connection to main. MERRILL AVE Contact: Ray Allard W • Control valve installation. .~ .....` ........ :? CITY OF FONTANA >a - :; O 16489 RANGE WAY Q LU Q ,., ;. Q � :;:: .. FONTANA, CA. 92335 MILLER AQUATIC G. Weed abatement. Cn X H. Plant layout. CONTACT: DAN WEST L. Acceptance of plant quality and quantity at delivery site. PHONE: 909-350-6530 z KC. 30, 60, 90, 120 day Plant Maintenance Review. PROJECT TRACKING DATE L. Final Inspection 1. 1ST PLAN CHECK SUBMITTAL 7-29-14 HOLD HARMLESS & INDEMNIFICATION CLAUSE M L R P&ARK NTS ANDRESEN ARCHITECTURE INC. 17087 Orange Way Fontana, CA 92335 PH: 909-355-6688 Fax: 909-349-2302 Contact: Doug Andresen ARCHITECT 17004 ARROW BLVD., FONTANA, CA 92335 CITY OF FONTANA, CA. PUBLIC WORKS DEPT. 164,89 Orange Way,- Fontana, CA 92335 SITE MAP INDEX LEWIS LIBR, AND TECHNO CENTEF ------ADA PATH OF TRAVEL � n 001 \ _ "MI, , � AD AREA DRAIN DN DOWN ALN ALIGN EJ EXPANSION JOINT APPROX APPROXIMATELY EL ELEVATION ARCH ARCHITECTURAL EQ EQUAL BF BOTTOM OF FENCE E EAST BL BASELINE FG FINISH GRADE BM BENCHMARK FIN FINISH BP BOTTOM OF PILASTER FL FLOOR BW BOTTOM OF WALL FOB FACE OF BUILDING CB CATCH BASIN FS FINISH SURFACE CL CENTERLINE FT FOOT OR FEET CLR CLEAR FTG FOOTING CONC CONCRETE GND GRADE BREAK CONT CONTINUOUS HORIZ HORIZONTAL CTR CENTER ID INSIDE DIAMETER DF DOUGLAS FIR LF LINEAR FOOT OR FEET DG DECOMPOSED GRANITE MAX MAXIMUM DIA DIAMETER MFR MANUFACTURER DIM DIMENSION MIN MINIMUM ALLARD ENGINEERS AMPHITHEATRE . Sleeving location. 8253 Sierra Ave Fontana, CA 92335 • Mainline installation with pressure test at 150 psi for 4 hours. PREPARED FOR: PH: 909-356-1815 Fax: 909-356-1795 • Point of connection to main. • Backflow prevention device installation prior to backfill. Contact: Ray Allard • Control valve installation. .~ .....` ........ :? CITY OF FONTANA CIVIL ENGINEER - :; O 16489 RANGE WAY MISC MISCELLANEOUS N NORTH NG NATURAL GRADE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PA PLANTING AREA POB POINT OF BEGINNING POC POINT OF CONNECTION PT POINT R RISER RAD RADIUS STA STATION STD STANDARD TC TOP OF CURB TF TOP OF FENCE TOC TOP OF CONCRETE TR TOP OF RAIL TRD TREAD OMB ELEC-RICAL ENGINEERING, INC 1101 Califoma Ave, #212, Corona, CA. 92881 9). It shall be the contractor's responsibility to verify the location of all utilities or structures above or below ground, FH: 949-753-1553 Coitact: Victor Becerra ELECTRICAL ENGINEER BID No L A N D S C A P E ARCHITECTURE 310 N. JOY STREET CORONA, CA 92879 T: 951 J37.1124 F: 951.737.6551 GENERAL NOTES: 1 . The contractor shall call for a pre -construction meeting with the City of Fontana reprEsentatives prior to E. �`� `P# 2�F� mobilization. 2!. The contractor shall call for pre job meeting with the City of Fontana representatives, 48 hours prior to starting IGNATURE any park improvements. 9/30/15 3s. The contractor shall call Underground Service Alert (8-1-1) two days prior to any excavation. EXP. DATE F 4L All grading shall be accomplished by separate grading plan and permit, obtained fron the City of Fontana. OF CA,0 5i. Hours of operation are 7:00 a.m. to 4:00 p.m. - Monday through Friday, for all park construction. CONSULTANT STAMP: J 6i. Separate permits shall be required for any improvement work in the public right-of-way. 7 . Repair or replace all damaged or altered public improvements as required by the City Representative in the field. 81. All survey monuments shall be protected and perpetuated in place. Any disturbed orcovered monuments shall be reset by a qualified registered civil engineer or a licensed land surveyor at the direction of the City Representative. 9). It shall be the contractor's responsibility to verify the location of all utilities or structures above or below ground, shown or not shown on these plans. The Contractor will be held responsible for all damage to any utilities or structures caused by his work. 1 � 0. All exposed CMU block walls are to be coated with Vitrocem anti -graffiti coating or equal per manufacturers recommendations FIELD INSPECTION REQUIREMENTS TFhe Contractors shall contact the City Inspector at least 48 hours in advance to inspect the following: A. Pre job conference with approved plans at the work site. E. Completion of rough grade, and identification of all property lines. C. Layout of hardscape forms prior to pour. PROJECT: ED. Irrigation installation at the following points: MILLER PARK • Meter and controller pedestal location (to be approved by public works ins rector) • Trenching (to check mainline and lateral line depth). AMPHITHEATRE . Sleeving location. ® ® ® • Mainline installation with pressure test at 150 psi for 4 hours. PREPARED FOR: • Point of connection to main. • Backflow prevention device installation prior to backfill. • Control valve installation. .~ .....` ........ :? CITY OF FONTANA • Dri line coverage. - :; O 16489 RANGE WAY E. Rock removal and finished grade preparation. ,., ;. F. Flood test of finished grade. :;:: .. FONTANA, CA. 92335 MILLER AQUATIC G. Weed abatement. CENTER H. Plant layout. CONTACT: DAN WEST L. Acceptance of plant quality and quantity at delivery site. PHONE: 909-350-6530 J1. Plant installation. KC. 30, 60, 90, 120 day Plant Maintenance Review. PROJECT TRACKING DATE L. Final Inspection 1. 1ST PLAN CHECK SUBMITTAL 7-29-14 HOLD HARMLESS & INDEMNIFICATION CLAUSE CONTRACTOR AGREES THAT THEY SH ALL ASSUME SOLE RESPONSIBILITI( FOR JOB SITE 2. 2ND PLAN CHECK SUBMITTAL 1-20-15 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 3. MYLAR SUBMITTAL 2-17-15 PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUS -Y AND NOT BE LIMITED 4. IFO NORMAL WORKING HOURS, AND HOLD THE COUNTY, CITY AND THE LANDSCAPE ARCHITECT HARMLESS 5. 6. FROM ANY AND ALL LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWWER, OR THE LANDSCAPE 7. ARCHITECT. MAINTENANCE 8. 11. All park areas are to be maintained by the contractor for a minimum of 120 days. Contractor shall request a walk-through every 30 days by the City of Fontana. A minimum of four (4) walk-thrcughs shall be completed at 30 day interval prior to City Acceptance. DELTA REVISIONS DATE 1. 2. All areas must be continually maintained in a healthy, weed free, and vigorous condtion. 2. LANDSCAPE CONSTRUCTION NOTES: 11. The design shown is diagrammatic, the contractor shall review the site conditions prior to bidding. 3. 2. The contractor shall provide for positive drainage away from all structures at a 1 % minimum for hardscape areas 4. _ and a 2% minimum for landscaped areas unless otherwise directed by the civil engineering plans. 5. 3. The contractor must notify the Landscape Architect, (951) 737-1124, 48 hours prior 10 starting construction. 4. The contractor shall be responsible for obtaining building permits prior to commencilg construction. 6. 5. The contractor shall notify the landscape architect if discrepancies exist between existing site conditions and 7 plans. 8. 6. All construction shall meet or exceed local controlling jurisdiction. 07-29-2014 77. The contractor shall take great care to protect existing site amenities during the process of construction. Items not specifically identified for protection shall be protected in place. DATE PREPARED: a. The contractor shall remove rocks 1" in dia. and larger from within the top 12" of the finish grade of the turf areas. DRAWING SCALE: NTS 9. All landscape areas other than turf shall receive a minimum of 3" medium grind barkmulch. DRAWN BY: SK, SF, AN, YM DESIGNED BY: JH S10IL MANAGEMENT REPORT CHECKED BY: BAXTER IN ORDER TO REDUCE RUNOFF AND ENCOURAGE HEALTHY PLANT GROWTH, A SOIL MANAGEMENT REPORT BMLA PROJECT NO: 1001 1210 NTS SHALL BE COMPLETED BY THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, AS FOLLOWS: 1. SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. 11.1. SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE SAMPLING DEPTH FOR THE INTENDED PANTS. 11.2. THE SOIL ANALYSIS SHALL INCLUDE: ARAMo 1.2.1. SOIL TEXTURE; DIAL TW TOP OF WALL 1.2.2. INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE INFILTRATION RATE TWO WORKING BEFORE DAYS BEFORE TYP TYPICAL TABLE; YOU DIG YOU DIG VERT VERTICAL 1.2.3. PH, TOLL FREE A PUBLIC SERVICE BY 811 W WEST 1.2.4. TOTAL SOLUBLE SALTS; UNDERGROUND SERVICE ALERT W/ WITH 1.2.5. SODIUM; WD WOOD 1.2.6. PERCENT ORGANIC MATTER; AND W/O WITHOUT 1.2.7. RECOMMENDATIONS. WT WEIGHT a 2. THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL COMPLY WITH THE FOLLOWING: RP REFERENCE POINT 2.1. THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE CITY AS PART OF THE CERTIFICATE OF REQ REQUIRED COMPLETION PRIOR TO THE CERTIFICATE OF OCCUPANCY. ROW RIGHT OF WAY 3. THE SOIL MANAGEMENT REPORT SHALL BE MADE AVAILABLE TO THE CITY LANDSCAPE INSPECTOR OR S SOUTH INSPECTOR DESIGNATED BY THE CITY ENGINEER, AND TO THE LANDSCAPE CONTRACTOR PRIOR TO THE SECT SECTION INSTALLATION OF ANY PLANT MATERIAL. SF SQUARE FOOT OR FEET 4. THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL HAVE AN INSPECTION BY A CITY LANDSCAPE SHEET DESCRIPTION: SHT SHEET INSPECTOR OR INSPECTOR DESIGNATED BY THE CITY ENGINEER, VERIFYING IMPLEMENTATION OF SOIL SPEC SPECIFICATION MANAGEMENT REPORT RECOMMENDATIONS. SQ SQUARE TITLE SHEET HUNT DESIGN CITY OF F 25 N. Mentor Ave Pasadlena, CA 91106 PH: 626-793-7847 Fax:: 626-793-2549 DRAWN BY. PROJECT NAME sF, SK, YM Contact: John Tem le PARK AMPH E TRE P DESIGNED BY: DATE: IIMI JH 07/29/2014 CHECKED BY: APPRO / NO. WAYFINDINIG BAX CITY EN 51159 R:.E. 5230 • Sheet 1 of 15