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HomeMy WebLinkAbout7.1-210L A N D S C A P E V E L O P M E N T S & S HOMES BRIDLE CREEK PARK -LANDSCAPE PLANS CITY OF BAKERSFIELD GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service in time for construction. 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the start of construction, all utility service meters (water and power) should be installed and fully operational. 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the end of post -installation maintenance period for written City acceptance. 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sighs Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. APPROVED BY: EXP. DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E NO. 61069 EXP. 12/31/18 m REVIEWED BY: RECREATION & PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER DATE Crowing' CAWserlMika McD,r 11lap4JaL1localLLon,plcPublkh.V304LLCI.WDBC-COVER SHEET.dwy Layout'. CS Noy u, zme. e:ooam BAKERSFIELD, CALIFORNIA GENERAL NOTES: 1. See civil engineers drawings for grading and drainage information not shown in these drawings. 2. upon execution of the contract, provide the landscape architect and owner with a critical path schedule to include each item, lead time, order and installation date for substantial completion. 3. Provide for positive drainage. notify landscape architect if site conditions are otherwise. Maintain flowlines and drainage patterns as indicated on engineer's grading drawings. 4. Verify and stake location of utilities prior to construction and is required by governing agencies be held liable for damages to existing utilities incurred by installation of the work. 5. Repair and replace any existing improvements that are damaged during construction. 6. Check dimensions, framing conditions and site conditions before starting work, any discrepancies or possible deficiencies between the drawings and the specifications with field conditions shall be brought to the immediate attention of the landscape architect and the owner. T Verify property lines prior to commencing work. no construction item, including footings, shall extend beyond property line. 8. General contractor shall be responsible for any coordination with sub -contractors as required to accomplish the work, piping, conduit and sleeves shall be set in prior to installation of construction items. 9. The drawings and specifications represent the finish structure, construction means and methods, safety procedures, bracing, temporary supports, and shoring is the sole responsibility of the contractor. Observation visits to the job site by the landscape architect do not include inspection of construction methods and safety conditions at the work site. These visits shall not be construed as continuous and detailed inspections. 10. Give landscape architect a minimum of 48 hours notice for required or requested job site visit. 11. Forms and alignment of paving shall be reviewed and approved by the landscape architect prior to pouring. 12. For submittals, samples and shop drawings requested, submit in triplicate to landscape architect with one copy to the owner unless otherwise specified. 13. Proposed surfaces shall meet existing surfaces with smooth and continuous transition and flush along entire edge. 14. Dimensions are from outside face of the building, paving and walls unless otherwise noted. angles are 90 or 45 unless otherwise noted. 15. Coordinate and cooperate with contractors of attached, adjoining and interfacing work of other trades. 16. Materials and workmanship, conform to latest uniform building codes and applicable governing agency codes and ordinances. no part of contract documents to be in violation of codes. If discrepancies exist, notify landscape architect and owner. 17 1 Prior to the start of any phase of construction; all utility meters, (power & water) must be set & fully operational. BAKERSFIELD VICINITY MAP BAKERSFIELD INDEX MAP GRADING NOTES: 1. Prior to construction, verify existing and proposed grades, utility locations, existing drainage structures, street improvements, and finish floor elevations with the contract documents. Notify the landscape architect immediately upon discrepancies. 2. Grading planting areas to catch basins at 2% minimum. 3. Proposed paving surfaces shall meet existing paving surfaces with smooth and continuous transition and flush along entire edge. 4. Concrete walks to have a maximum cross slope of 2% and shall meet governing agency requirements. 5. Install drain lines in smooth, continuous slope at Z% (3" in 50') fall unless noted otherwise. install inlets in paving positioned in alignment with adjacent material. 6. Provide PVC pipe as shown or if not shown, as required to connect drain inlets and provide a complete drainage system. 7. Core drill and daylight drain line through face of existing curb above flow line. Verify location and invert in the field. 8. Establish finish grades in shrub areas 2 inches below adjacent paving surface and 1 inch below adjacent paving surface for lawn areas. 9. Refer to the civil engineering drawings for additional drainage systems not fully shown here. Coordinate installation of entire drainage system shown on landscape and civil drawings. 10. Coordinate routing of drainage pipe around tree pit locations indicated on planting plans. 11. maintain "as -built' drawings of drainage pipe routing. Submit mylar reproducible "as -built" to owner upon completion of the work. 12. Sonot willfully proceed with construction as designed when it is obvious that unknown obstructions, area discrepancies and/or grade design. Such existing conditions shall be immediately brought to the attention of the landscape architect and/or owner. Assume full responsibility for necessary revisions due to failure to give such notification. LANDSCAPE SHEET INDEX SHEET DRAWING TITLE SHEET NO, CS t 1 LC -1 - LC -4 P ndQ M Jwt rvpp � .it CONSTRUCTION DETAILS 6-13 LI -1 - s, IRRIGATION PLAN 14-19 LI -7 - c IRRIGATION LEGEND & CALCS 20-21 VIA LP -4 ., -Mont her SMR -1 ea,apN aw 't� 26 IPD-1 - IPD-4 IRRIGATION & PLANTING DETAILS 27-30 PROJECT' YY pI „r 31 LS -2 LOCATION 32 LIGHTING SHEET INDEX r INDEX MAP GRADING NOTES: 1. Prior to construction, verify existing and proposed grades, utility locations, existing drainage structures, street improvements, and finish floor elevations with the contract documents. Notify the landscape architect immediately upon discrepancies. 2. Grading planting areas to catch basins at 2% minimum. 3. Proposed paving surfaces shall meet existing paving surfaces with smooth and continuous transition and flush along entire edge. 4. Concrete walks to have a maximum cross slope of 2% and shall meet governing agency requirements. 5. Install drain lines in smooth, continuous slope at Z% (3" in 50') fall unless noted otherwise. install inlets in paving positioned in alignment with adjacent material. 6. Provide PVC pipe as shown or if not shown, as required to connect drain inlets and provide a complete drainage system. 7. Core drill and daylight drain line through face of existing curb above flow line. Verify location and invert in the field. 8. Establish finish grades in shrub areas 2 inches below adjacent paving surface and 1 inch below adjacent paving surface for lawn areas. 9. Refer to the civil engineering drawings for additional drainage systems not fully shown here. Coordinate installation of entire drainage system shown on landscape and civil drawings. 10. Coordinate routing of drainage pipe around tree pit locations indicated on planting plans. 11. maintain "as -built' drawings of drainage pipe routing. Submit mylar reproducible "as -built" to owner upon completion of the work. 12. Sonot willfully proceed with construction as designed when it is obvious that unknown obstructions, area discrepancies and/or grade design. Such existing conditions shall be immediately brought to the attention of the landscape architect and/or owner. Assume full responsibility for necessary revisions due to failure to give such notification. LANDSCAPE SHEET INDEX SHEET DRAWING TITLE SHEET NO, CS COVER SHEET 1 LC -1 - LC -4 CONSTRUCTION PLANS 2-5 LCD -1 - LCD -8 CONSTRUCTION DETAILS 6-13 LI -1 - LI -6 IRRIGATION PLAN 14-19 LI -7 - LI -8 IRRIGATION LEGEND & CALCS 20-21 LP -1 - LP -4 PLANTING PLAN 22-25 SMR -1 SOILS MANAGEMENT REPORT 26 IPD-1 - IPD-4 IRRIGATION & PLANTING DETAILS 27-30 LS -1 IRRIGATION SPECIFICATIONS 31 LS -2 PLANTING SPECIFICATIONS 32 LIGHTING SHEET INDEX SHEET DRAWING TITLE SHEET NO E1 - E3 LIGHTING PLANS 33-35 LANDSCAPE ARCHITECT Lanescape uevelopment, Inc. 468 Poli Street Unit 2E Ventura, California 93001 (661) 295-1970 Contact: Michael McDonnell OWNER / CLIENT S & S Homes 532 Camino Mercado Arroyo Grande, CA 93420 805-481-4033 Contact: Steve Sanders CIVIL ENGINEER DPSI, Inc. 1998 Santa Barbara Ave, ste. 200 San Luis Obispo, CA 93401 805-250-2891 Contact: Alberto Lopez TREE ANALYSIS: BRIDLE CREEK PARK, BAKERSFIELD, CA PERCENT OF EVERGREEN TREES THROUGHOUT PROJECT: 330% LANDSCAPE ANALYSIS: BRIDLE CREEK PARK, BAKERSFIELD, CA TOTAL SQUARE FOOTAGE OF LANDSCAPING: 333,548 +/- SF TOTAL SQUARE FOOTAGE TO BE IRRIGATED: 333,548+/- SF TOTAL SQUARE FOOTAGE FROM BACK OF CURBING TO BACK OF CURBING: 409,376 +/- SF m s u k zo z k t k o_ � d 5 a h W w DRAWING TITLE: COVER SHEET �ypNDSG{P� " Sti N �. of b� Izaty 7TE 9p DATE: 10/4/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: C CS SHEET 1 OF 32 BRIDLE CREEK PARK �� - r 1 O NOTE: REFER TO SHEET LC -4 FOR CONSTRUCTION NOTES AND LEGEND. NOTE: REFER TO SHEETS LCD -1 - LCD -6 FOR CONSTRUCTION DETAILS. NOTE: FINAL LAYOUT FOR SEWER & WATER LINES FOR DRINKING FOUNTAINS TO BE DETERMINED IN THE FIELD AND AS APPROVED BY C.O.B.'S REPRESENTATIVE. BAKERSFIELD MATCH LINE SHEET LC -2 ■ r r. ��i r ��E r „ , ©�,' I'11A-10 - ' .1„ �I,.a�. 14•_2.'+24'FP i i — - O v 4 'i.. a'' ;a +32 �a P-09 WATER LINE TO P-04 SUPPLY DRINKING P-02 FOUNTAINS - 1 c -+24' l! 1�-y A_08 a A -18 1I 11 I1�■ lr1 l 1 1 ,r r r 1 1 .1.1.�.:. ... �".'.:�'r �:r::.''l�.�i.'%2-t'\�a`-llij�i�\_�t11ll� ,�2'1a\aa\�a1lI„�ij,i���'�iiIIl11lII -/,�t,%P'2ALaa�a�1��--li1l(�iii���":,i,+0�l.��Illli=vm�,.2�2�t,�L�%�"�a`zIIl.' i�.i�'2l IIl1I1 , i,'��`aaaa�AlI�i�5Fmoii� l1_ _ `�/�1�,"`saw1; l.I i�i%ia���,t —Q /�"L-, _ a� R1® ,--�,_—���'' iA-'s_`,- �A ,� II 2--, r"1��0�aI �--�1teI �;:•I 2�a\I ��Ii, 'O�„■:--� iL' A-�1ru.8 ' �" '/ ll 7_ � c aa42 �0 11! ,. A1 ,' -G- r� >c -�1A8— 0` 3 O �2A /. ° . 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Q Q D � m m DRAWING TITLE: CONSTRUCTION PLAN Q. 4wLm1 2018 DATE. 10/4/2018 SCALE: '120 DRAWN BY: NIM C SHEET: a LC -1 SHEET 2 OF 32 BRIDLE CREEK PARK a T � Z �� k a k � G 0 a DRAWING TITLE: CONSTRUCTION PLAN Q. 4wLm1 2018 DATE. 10/4/2018 SCALE: '120 DRAWN BY: NIM JOB NUMBER: SHEET: LC -1 SHEET 2 OF 32 BRIDLE CREEK PARK NOTE: REFER TO SHEET LC -4 FOR CONSTRUCTION NOTES AND LEGEND. NOTE: REFER TO SHEETS LCD -1 — LCD -6 FOR CONSTRUCTION DETAILS. NOTE: FINAL LAYOUT FOR SEWER & WATER LINES FOR DRINKING FOUNTAINS TO BE DETERMINED IN THE FIELD AND AS APPROVED BY C.O.B.'S REPRESENTATIVE. BAKERSFIELD KEY MAP A �s MATCH LINE SHEET LC -3 Y24 ; � 2 1 O �I til A 18 _ d ILL A-03 0._Z' \ ; \. 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Y Q U D_ LL _JLij a LL mom cl) U W W d Cal m m Z 6 a IO� DRAWING TITLE: CONSTRUCTION PLAN yANDSGIP� y G P u n og zar4 AR' CAO DATE. 10/4/2018 SCALE: 120 DRAWN BY: MM JOB NUMBER: SHEET: LC -2 SHEET 3 OF 32 BRIDLE CREEK C./REEEK PARK `7 �' cI[ o � O urawmg_ mwsoa�Mo- LaYaul: Lc I Nov 12, 2010, 9,0Um 0 NOTE: REFER TO SHEET LC -4 FOR KERSFIELD BRIDLE CREEK PARK V k 3 1 z rs - c as o rc DRAWING TITLE: CONSTRUCTION PLAN 1�5�PB llw %-v,E,.G, 10R a1' ATF op �cn��F°e DATE: 1 0 /412 01 8 SCALE: 1:20 DRAWN BY: MNI JOB NUMBER: SHEET: LC -3 SHEET 4 OF 32 BRIDLE CREEK PARK F,EFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION [A-Olj 6BENCH, WABASH #SG303D, DIAMOND PATTERN, IN -GROUND LOLL) MOUNT, OR APPROVED EQUAL, COLOR TO BE DARK BRONZE, CONTINOUS REBAR, REFER TO DETAIL REFER TO DETAIL, AVAILABLE FROM WWW.DAVEBANG.COM, CONTACT: CATHY COOK. A-02 CONCRETE PICNIC TABLE, PETERSEN MANUFACTURING CO. M/LCD-6 #RTCP, SAND TAN SMOOTH FINISH, INSTALL PER MANUFACTURER'S RECOMMENDATION, AVAILABLE FROM: REBAR, REFER TO DETAIL. WWW.PETERSENMFG.COM A-03 TRASH CAN, WABASH VALLEY, #LR 305P 32 GALLON SURFACE P-06 MOUNT, PERFORATED PATTERN W/14" FLAT LID, COLOR TO BE M/LCD-6 BRONZE, OR APPROVED EQUAL, COLOR TO BE DARK BRONZE, SYMBOL REFER TO DETAIL, AVAILABLE FROM WWW.WABASHVALLEY.COM A-04 BARBECUE, PILOT ROCK #EC-26/SB2 AT SINGLE PICNIC SLABS, W #EC -40/S32 AT PAVILIONS, REFER TO DETAIL, AVAILABLE FROM: [ P-07 WWW.PILOTROCKCOM rA-05 BIKE RACK, WABASH #BL101 N, SURFACE MOUNT, OR APPROVED EQUAL, COLOR TO BE DARK BRONZE, REFER TO DETAIL, TAN 50% GREEN, INSTALL PER MANUFACTURER'S AVAILABLE FROM WWW.DAVEBANG.COM, CONTACT: CATHY COOK, A 06 HI -LO DRINKING FOUNTAIN, WILLOUGHBY #WODF-2-HC, COLOR TO BE BLUE, OR APPROVED EQUAL, TO BE TRAPPED AND TIED Do INTO SANITARY SEWER, ALL DRINKING FOUNTAINS ARE TO BE CONCRETE BASKETBALL COURT, NATURAL GREY, LIGHT BROOM TIED INTO A DEDICATED BACKFLOW PREVENTION DEVICE AND 5,745 SE DOMESTIC WATER METER, REFER TO DETAIL, AVAILABLE FROM WWW. WI LLOUGHBY-IND. COM tL0L7J BASKETBALL GOAL, PW ATHLETICS 91523 SINGLE BASKETBALL POST, WITH MODEL #30 BACKBOARD, AND MODEL #31 HOOP, OR EXISTING CITY SIDEWALK, TO REMAIN IN PLACE APPROVED EQUAL, REFER TO DETAIL, AVAILABLE FROM 8,202 SF. WWW. DAVEBANG.COM, CONTACT: CATHY COOK. a08 DOG WASTE STATION, DOG WASTE DEPOT#DEPOT-006-B, GREEN, OR APPROVED EQUAL, REFER TO DETAIL, AVAILABLE FROM WWW.DOGWASTEDEPOT.COM A-09 I DOG DRINKING FOUNTAIN, WI LLOUGH BY#WODF-2-PET, COLOR TO BE BLUE, OR APPROVED EQUAL, TO BE TRAPPED AND TIED INTO SANITARY SEWER, ALL DRINKING FOUNTAINS ARE TO BE TIED INTO A DEDICATED BACKFLOW PREVENTION DEVICE AND DOMESTIC WATER METER, REFER TO DETAIL, AVAILABLE FROM WWW. WILLOUGHBY-IND.COM A-10 PEDESTRIAN LIGHT, REFER TO LIGHTING CONSULTANT'S PLAN. A-11 CITY OF BAKERSFIELD SIGNAGE, PER CITY STANDARDS, REFER DETAIL, CONTACT: FIDEL GONZALEZ AT THE CITY OF BAKERSFIELD FOR CONFIRMATION OF PARK NAME. [A-12 SITE BOULDERS, GRANITE, LOCALLY SOURCED, +/- 3' DIA. SUBMIT PHOTO SAMPLES TO LARCH FOR APPROVAL, REFER TO DETAIL. A-'13 2-5 YEAR OLD PLAY EQUIPMENT, PLAYWORLD PROJECT #C18055SP, 'NATURAL COLOR SCHEME (FOREST GREEN, BEIGE, DARK BROWN), INSTALL PER MANUFACTURER'S RECOMMENDATION, AVAILABLE FROM WWW.DAVEBANG.COM, CONTACT: CATHY COOK. A-14 1 5-12 YEAR OLD PLAY EQUIPMENT, PLAYWORLD PROJECT #C18055SP, NATURAL' COLOR SCHEME (FOREST GREEN, BEIGE, DARK BROWN), INSTALL PER MANUFCATURER'S RECOMMENDATION, AVAILABLE FROM WWW.DAVEBANG.COM, CONTACT: CATHY COOK. TAr an P-04 6"X6" NATURAL GREY CONCRETE MOW CURB, WITH #4 P/LCD-6 3,860 LF. LOLL) Jui CONTINOUS REBAR, REFER TO DETAIL P-05 12" DEEP THICKENED EDGE AT TOT -LOT, WITH #4 CONTINUOUS M/LCD-6 570 LF. REBAR, REFER TO DETAIL. P-06 PLAY SURFACING, DOUBLE WASHED PLASTER SAND, 12" DEPTH, M/LCD-6 4,800 SF. SYMBOL INSTALL OVER FILTER FABRIC, REFER TO DETAIL W P-01 [ P-07 POURED -IN-PLACE RUBBER SAFETY SURFACING, 3.5" DEPTH, 50' S/LCD-6 4,568 SF. TAN 50% GREEN, INSTALL PER MANUFACTURER'S Q P 02 FK RECOMMENDATION. Do P-08 CONCRETE BASKETBALL COURT, NATURAL GREY, LIGHT BROOM V/LCD-8 5,745 SE P-03 FINISH, WHITE STRIPING, REFER TO DETAIL. P-09 EXISTING CITY SIDEWALK, TO REMAIN IN PLACE 8,202 SF. P-10 CITY MAINTENANCE YARD CONCRETE DRIVE, 6" THICK, NATURAL 3,731 SF. GREY O—mg 0 W$ers Mlke McUonnell�pp4ala11ocalllempWcPunGSL 17304%LDI M KC CONSNNUUTIOn d,g Nov 12, 201B, 2@em SHADE PAVILION, AMERICAN BUILDING PRODUCTS 20'X30 NAVAJO SHELTER, ROOF COLOR TO BE ALMOND, FRAME COLOR TO BE BRONZE, INSTALL PER MANUFCATURER'S RECOMMENDATION, AVAILABLE FROM WWW.DAVEBANG.COM, CONTACT CATHY COOK. 1-1/2" ABS SEWER PIPE, CONNECT DRINKING FOUNTAIN DRAINS TO SANITARY SEWER SYSTEM, VERIFY SEWER TIE IN LOCATION WITH CIVIL'S PLAN. PROVIDE TRAPS AND CLEANOUTS PER LOCAL CODE, CONCRETE BENCH: BELSON OUTDOORS #TF5065, FINISH: ACID WASH, COLOR: SAND. AVAILABLE AT: WWW.BELSON.COM ADA CONCRETE PICNIC TABLE, PETERSEN MANUFACTURING CO., #RTH-84, SAND TAN SMOOTH FINISH (TABLE TOP AND SEATS) SAND TAN LIGHT SAND BLASTED (LEGS), INSTALL PER MANUFACTURER'S RECOMMENDATION, AVAILABLE FROM: WWW. PETERSENMFG.COM PARK RULES AND REGULATIONS SIGN, FINAL LOCATIONS TO BE DETERMINED BY THE CITY OF BAKERSFIELD, REFER TO DETAIL DOG PARK RULES SIGN, REFER TO DETAIL BOLLARD POST, RELIANCE FOUNDARY MODEL #R-7902 FIXED EMBEDDED MOUNT WITH 3/8" CHAIN EYE, REFER TO DETAIL CITY TRASH ENCLOSURE, REFER TO DETAIL FENCE DESCRIPTION 6' CHAIN LINK FENCE WITH 4' WIDE SINGLE ACCESS GATES AT DOG PARK ENTRANCES, AND 10' WIDE DOUBLE ACCESS MAINTENANCE GATE, 6"X18" CONCRETE MOW CURB TO BE INSTALLED UNDER FENCE, REFER TO DETAIL. PAVING DESCRIP"TION NATURAL GREY CITY SIDEWALK, REFER TO CIVIL ENGINEER'S PLANS NATURAL GREY CONCRETE WALKWAYS, MEDIUM BROOM FINISH, REFER TO DETAIL DECOMPOSED GRANITE, LOCALLY SOURCED NATIVE GREY OR APPROVED EQUAL, 4" DEPTH, INSTALL OVER COMPACTED SUB -GRADE, REFER TO DETAIL. DETAIL QTY. A/LCDT 3 C/LCD-1 10 F/LCD-2 16 B/LCD-1 7 G/LCD3 4 H/LCD-3 2 E/LCD-2 2 I/LCD-3 6 HTCD-3 2 R/LCD-6 1 L/LCD-5 4 J/LCD-4 1 K/LCD-5 J/LCD-4 1 K/LCD-5 Y/LCD-8 2 1,125 LF. DTCD-1 8 C/LCD-1 2 T/LCD-7 4 U/LCD-7 2 X/LCD-8 4 W/LCD-8 1 DETAIL Q/LCD-6 961 LF. DETAIL 3,759 SF. O/LCD-6 41,133 SF. N/LCD-6 34,811 SF. D esi9n�Studios . cwn vn"". sc I- -sono Fun 661-d41-SU94 I 1 n I I S & S 110MES 01 1 LID CEN "ORAL COAST, INC. x 0 LIJ Jui o W W 10 Q FK ED Do DRAWING TITLE: CONSTRUCTION LEGEND AND NOTES onnba ,sme DATE: 10/4/2018 SCALE:NA DRAWN BY: KIM JOB NUMBER: SHEET: LC -4 SHEET 5 OF 32 BRIDLE CREEK PARK -�7� —c)✓l-o I� DRAWING TITLE: CONSTRUCTION LEGEND AND NOTES onnba ,sme DATE: 10/4/2018 SCALE:NA DRAWN BY: KIM JOB NUMBER: SHEET: LC -4 SHEET 5 OF 32 BRIDLE CREEK PARK -�7� —c)✓l-o 37 9116 49 314 291/8 ► �-�— 41 3/8 !-- - 25 1/2 25 1/2 all "e-- 24114 ► ( _._... 361/4 j — _ SHOWN WITH GRATES SHOWN WITH GRATES AND ASH DOOR IN AND ASH DOOR IN CLEANING POSITION ) CLEANING POSITION 26 6/16 ;J 26 1/2 1 i p, g �I 81/4 525/16 — 52 5/16 34118 341/4 '.. r 12' DIA. 12' DIA. I MINIMUM p MINIMUM "1-- 201/2 —�- jA� V -,r- 20112 181/8 -r- /\ a �.r\% 1h _ -� 181/6 ► /\\//\\�I a d l\� 114 36 ri 16318 o. 167/16 ALL DIMENSIONS IN INCHES ALL DIMENSIONS IN INCHES TITLE EC -26 B2 COVERED PARK GRILL WITH B2 BASE DRAWN BY WWM TITLE EC 40 E12 COVERED PARK GRILL WITH B2 BASE DRAWN BY WWM Rg. o Co.,Inc._SHOWN WITH OPTIONAL WARMING BASKET Mfg. Co., Inc. -SHOWN WITH OPTIONAL WARMING BASKET Mfg. ., IDATE 10-21-08 M(g. Co., IOATS 10-20-08 Ch: roR t. A 51012 DWc. No. AI -1464 Cho'0.0.. LA 51012 Dwc, NO. AI -1446 Spe<Illtullon Bulletin BSPCLR-03 SP -HI -tion Bullolln YSPOGRLIA GRILL 1" = I,, P-BR1-18 w BELS 10 0UTDd�&lizs 111 North River Road North Aurora, IL 60542 Phone: (800) 323-5664 Fax: (630) 897-0573 sales(Obeison.corn Precast Concrete Bench FRONT VIEW 3" u'EC THREADED 36 IAlL. „ -24"� SIDE VIEW (4)1/2"-13 BNCTHREADED new INSERTS WELDEDT) RE BAR p d d CONCRETE FOOTING, O (4) DIA.X-- ANCHOR BOLTS CONCRETE OR EPDXY -14" 011 SECTIONED ANCHORING SYSTEM DETAIL Size: 84" L x 24" W x 36" H, c 19 Weight: 1500 lbs. D Seating Capacity: 4.5 persons. 3/4" Material: Reinforced Precast Concrete. 2.2 MATERIALS Reinforcing: 3/8" Dial steel rebar. A. Portland Cement: ASTM C150 specifications for Hardware: (4) - 1/2" Dia, threaded Inserts. Portland Cement, Anchoring: Optional.. B. Aggregates: All aggregates to meet ASTM C33 Maintenance: Periodically rinse with water& mild detergent, specifications, to be cleaned of foreign matter and 14 5/16" and reseal annually. properly graded to size. C. Coloring: All Precast products for this project Packaging: Banding to pallet optional. shall be or one manufacturer. Completely assembled. Model # TF5065 62 Dimension Sheet CONCRETE BENCH L., ml:CWsers,nnike MCTonneleaPPJalaAIucaNempWW,mrten_mza0LL91-wo pCcomS'oEraLS awg LCD 1 Ocl m, ime, a2spn, product dimensions: A mum -- H --- PDRT4BLE 17 AGn _ - F D IE G IF I 7 J REF INUROUNU ( A ( B -- C D - -F G Bo Y/0 h)1/�n-rc is a/a r� B" la 3 s/: ) I � a I/O RAC Ig } a 02 v' IT A l0 T T e 1 a'16w/ rAC�a6 s/a suC1 in /n n.�ic a Win' n�i, iTl lar I e� sal `$�Ilrmxl�,ilh, - E 0— SURFACE I — E f I� S UR FACE Daus 4 A1194L - n c 4JD DATE s c 19 o-- - _— E D c R 1 3/4" 10 3/a- - 18 IjB" e Vp- I3 I ID S/3 IS'2JIy I/8 - B a fj BAL6 9655 3, 8" Li 5' d� 14 5/16" t0 3/d ,a" 23 3/I� 18 1/8 5 t- A B C- D E F G H I a ct o BAc'6 >t aya'sa e Vp- I3 T a/n" ID s/s" — s" U 3d.( N(0 BA6K 11 3/B 62 I/2" 1/2 19 - 1510 [B 11 BALI( 9b 3-8 )1 }�� IJ 5 16" 19 6' BENCH NTS Petersen Mf . o., Inc. GENERAL SPECIFICATIONS: fuW.NUFACTURER'S QUALIFICATIONS Pe er3Gn M11. rt, elntl ra at bl Im e3 a q,.WI y onnk a pr q t en, a3 Yate In rain rex So. b Iraue fel At pr el l mae B al re gmreme n6 as spa d'1 atl,rder pYysl ed r e q,Jllema nB. All preC Iehlel be mere.Ar_R.red by cki Retl wakIn en wter tam a l lead due Yeas enperle r¢ In sl rt, Ila Weak and Y -0G r ul PC4 by Ve m en 2r Iled by re Pv ILAfnGYl2,I d,deId to IfieJ. MANUFACTURING All predslwak 3t¢11 he hie b dlmenslya ad tale deo,. acarol arl5e3 ad tlelGlla N WAIY eXNd Hed- Re,nPr d rip seal siell cmCrrn 6 l Ax Tee a, and deer malcfC 5rIe l ,ordam bPiSTIA-TA-MO5. Al preens l SPell Yale a,nly-firorr, co,nPre531ue s torp h an5=1 p31 al �tlayi Hzde Wten k3 ktl by meat oTSx i2 gIlrtlCr mGtl3 tan to materiels. Rare stall he ama!Im,.m .t!•� 9r enharmenl hr al pre�l3saplrg bAFSIIA skStla ds. REINFORCEMENT Pll ca',tTek prcduck Fxue relnfx¢menl 1aa-ens Its sucY, as reha cr lherplass. MOLDS TYC fxm5 ft fk prams I tri B sYdl he etre trrcted Mme m a dherpla5s, ad de5lumd b wl t6lrx az pre33tped YJItlJJI tll£ kr l fi. FII atYla3, irca B, hG B, a k;., will be plastl ad moYetl In farmss ee n raq Ulkd o f,, ad-DIry td Ya-dllrg affe ,rJ B. Trcu shell he dm,petl a seoratl n zB bY,Gd tem In pcolly,d,llrtl #tIH21y,. PHYSICAL CHARACTERISTICS AJI akpasetl su'b¢s ae eeaktl bremGle ftl s,f 4x mahlx. and erp Hae to aparegak prWurxtl qy �Sen,l,af re krtlenl-misatl hlai lrq..all pre2xlsTAltvle water - At ,1enlseGlerteale wimn lied Ins Glcla-waders weeteigneJlIt, sr£pedis lye. All b .Jajc shill be wl tin 1(S ASpedf eq dlmarelcrc,tlasipretl Ya 3h,1'_Il iJ avlyslx 3d �loJaly,. COLOR OGy bhe Irl Ywm trohuh P.Iw atm vd by owner or.padler Inarfwdarr wIh mavpfachfer'3 rerwnrt,erdalm. MATERIALS Portland O emend: JlZT IJ O 1'.A Type I or III At auureuale b meet AS11A C M S91adimWe REQUIRED IMTERIALS FOR APPRO'JAL A. raxp drewIrg3 WIT, tlimerelcrc, pererel o Irutatoxnpaenl Per B, a crlrg de kul5 ad Iln if lal s, Irc fxiora. B. Eic" G£ -0%M1 rGq,r31 tdad'1 kcl. c. complete chef u',ma'udfclrer's s Pedlmlye atl kdrl¢I tr,W rt,aly,. VVAR RAN TY: Pekrsenyti.C' ,parl,f6.,prmldee a Nuryeer B,raed wareny onell pekrsenprams uxcTet pr�V_'B. Plan lc,meEf, ad wom OrrducB ere warand ff yc yea tun date orplydme. APPROVED MANUFACTURER: PGterFGM1:aRGe IebVG PrA,J-_B 1', odel:R.TCP Ululsla,.rf Pe kr£en1Aq.Gn., Irl. 2171 Hwy MPfi. BUS SSP pGN3tT1, p1S1442 Weight: 1750 LBS. TABLE P-BR1-34 � / 1" = 1 P-OR1-17 P-OR1--19 Ai�_ Desig n�NStudios -knrsFle ltl -Il n'9]]UN "lo a I, I-211-5090 rxv 5 0I -e11-s09a S & S HOMES OF TI IF CENTRAL. COAST, INC. Y � d d U LLJ LLLi o Q vo U L Y U Cr� LLI W J y a C) d E m C0 33— -r --r-'----r-- r. - e -'- U 3d.( P-OR1--19 Ai�_ Desig n�NStudios -knrsFle ltl -Il n'9]]UN "lo a I, I-211-5090 rxv 5 0I -e11-s09a S & S HOMES OF TI IF CENTRAL. COAST, INC. Y � d d U LLJ LLLi o Q vo U L Y U Cr� LLI W J y a C) d E m C0 BRIDLE CREEK PARK U C 0 g T ®4 w K DRAWING TITLE: CONSTRUCTION DETAILS �p�F,pNDSCAPE O. Ss r,,P 166 y^ a y LNI8 yTE �F CALL���� DATE: 10/4/2018 SCALE: NA DRAWN BY: mw JOB NUMBER: SHEET: LCD -1 SHEET 6 OF 32 BRIDLE CREEK PARK 77 welbash valley �® nmvmoxao IBROM ll21 OAF 38 3/8 INTERNATIONAL (D Wabash Valley ]Mannu1�faclllUrIng, Ilse. oU 1A 3 PLACES PART ENLARGED Vol FOR CLARITYNOT ACTUAL SIZE0 it I� DOOR SHOWN FOR CLARITY 34 1/2" 40 3/8" LATCH PIN ASSEMBLY SINGLE BASKETBALL POST MODEL#?513 4-1/2"O.D. WlTH4'OFFSET(185LBS) Verify vertical position of mounting plate using level, �.e - 48" 1 111" 12D3" FROM FINISH GRADE TO TOP MOUNTING PLATE OFFSET FINISH GRADE 32" NOTE. Backboard braces are designed to accomodate I variety of backboards, and the angle of one end of the brace may have to be adjusted in the field to fit your backboard. I I LATCH PIN U a a U ' o � a \ SPECIFICATIONS: i Material: Support post is a single length of 4.1/2" 0. D. galvanized steel formed to provide a graceful 4 It offset. \ �y / 0 C Backboard mount Is a 6-1/4" x 6-112" schedule 40 steel plate welded to the sleeve adapter then mounted to NOR NOT SHMN 1\ �� �ff.I�� J support post with set screw & drive pin. 4� !1 hI A pair of diagonal braces, 1-3/8" O.D. galvanized steel, Is mounted between the backboard and the post. Braces bolt to the backboard and are secured to the post with a pair of steel clamps formed to fit the post diameter. (I JI U IJ f All welds are round smooth and either treated with cold -galvanizing compound or prepared for powder coating, 4� 8 f depending ongtiinish selected. All hardware is zinc -plated for long rust -free service. STEP 1, Place ngrourd poyt cur et I alar fi,mkiaq lure ° 7� _... io keep poo pe.pe d cula fo ha qv d and ollanmg o STRIKER ARM Q n� pu � 'Date: 3/19/2007 SPECIFICATION / INSTALLATION INSTRUCTIONS of elearmlce betwaer the ro lad and o bog plata 'B Rev: 7/13/16 I SINGLE POST GOOSENECK ' _i STEP 2 Alta phrOproMm, cohere/, In ho u 48 ........ e hole FIG. 2 L. trash rocepterle on one moat g plot,. Align ,, holes in Int bash reca tocle baso plot and tte 'not-,� in the EDfaWn: MT MODELNOL �r�r yy an plate aY tine nwound post see FIG. I. 5ILP L Rotate re eptecL floor to closed position; striker arm PAEHO MFU. CO I �ry } qrnuk , .am.ct wtI .,I ma,p.ocle Open late Pin (0), ,mage52 SEP 3 Bolla troth receptacle us ng to,, (R) 'Ind (T) with all Into hales on trash receptacle o,J close Iatcn Lola. (Sheet. 1 Of 2 Iva (S) par (E). see FIG. 2. - TRASH RECEPTACLEE \ BASKETBALL POST & BRACED BACKBOARD 1" = Y' P—BP 1 —2`d 1" — 1" UrewNea.Wanar"I'a"LE naallalird sllaoaMem"Wal-I'llh I028tlLLI J.1tons Ef IAl LS lamp Lay't LCD 2 .,,1 03 2018.439pm BASKETBALL BACKBOARD MODEL #30 HEAVY DUTY 1" SOLID POLYETHYLENE FAN (70 LBS) WITH PERMANENT SHOOTER SQUARE Diagonal Brace Installation: Diagonal brace installation varies depending on winch upright post is ordered. Plumb backboard and goal right true and level (shim IFnecessmy). Tight all hardware securely. Install net. If the goal ring Is equipped with chain net, make sure all S- hooks are fully closed. MODEL #30 w/Rim & Sleeve 3/8-18 Hex Solt ' 4 3/8-10" Nylock Nut NOTE., Sleeves supplied with PW Gooseneck Post ONLY Universal Mounting Plate/ on 6" Sleeve 3/846 Flat Washer Post size Sleeve Size 3.5" 3- 4.5"4" 5.563" ......_ 5„ -... IopO�D0�ooJ�h� 6" Doo°U°o�Dl1► V Io00�0�DU1iuld 40 3/8" LATCH PIN ASSEMBLY SINGLE BASKETBALL POST MODEL#?513 4-1/2"O.D. WlTH4'OFFSET(185LBS) Verify vertical position of mounting plate using level, �.e - 48" 1 111" 12D3" FROM FINISH GRADE TO TOP MOUNTING PLATE OFFSET FINISH GRADE 32" NOTE. Backboard braces are designed to accomodate I variety of backboards, and the angle of one end of the brace may have to be adjusted in the field to fit your backboard. I I LATCH PIN U a a U ' o � a \ SPECIFICATIONS: i Material: Support post is a single length of 4.1/2" 0. D. galvanized steel formed to provide a graceful 4 It offset. \ �y / 0 C Backboard mount Is a 6-1/4" x 6-112" schedule 40 steel plate welded to the sleeve adapter then mounted to NOR NOT SHMN 1\ �� �ff.I�� J support post with set screw & drive pin. 4� !1 hI A pair of diagonal braces, 1-3/8" O.D. galvanized steel, Is mounted between the backboard and the post. Braces bolt to the backboard and are secured to the post with a pair of steel clamps formed to fit the post diameter. (I JI U IJ f All welds are round smooth and either treated with cold -galvanizing compound or prepared for powder coating, 4� 8 f depending ongtiinish selected. All hardware is zinc -plated for long rust -free service. STEP 1, Place ngrourd poyt cur et I alar fi,mkiaq lure ° 7� _... io keep poo pe.pe d cula fo ha qv d and ollanmg o STRIKER ARM Q n� pu � 'Date: 3/19/2007 SPECIFICATION / INSTALLATION INSTRUCTIONS of elearmlce betwaer the ro lad and o bog plata 'B Rev: 7/13/16 I SINGLE POST GOOSENECK ' _i STEP 2 Alta phrOproMm, cohere/, In ho u 48 ........ e hole FIG. 2 L. trash rocepterle on one moat g plot,. Align ,, holes in Int bash reca tocle baso plot and tte 'not-,� in the EDfaWn: MT MODELNOL �r�r yy an plate aY tine nwound post see FIG. I. 5ILP L Rotate re eptecL floor to closed position; striker arm PAEHO MFU. CO I �ry } qrnuk , .am.ct wtI .,I ma,p.ocle Open late Pin (0), ,mage52 SEP 3 Bolla troth receptacle us ng to,, (R) 'Ind (T) with all Into hales on trash receptacle o,J close Iatcn Lola. (Sheet. 1 Of 2 Iva (S) par (E). see FIG. 2. - TRASH RECEPTACLEE \ BASKETBALL POST & BRACED BACKBOARD 1" = Y' P—BP 1 —2`d 1" — 1" UrewNea.Wanar"I'a"LE naallalird sllaoaMem"Wal-I'llh I028tlLLI J.1tons Ef IAl LS lamp Lay't LCD 2 .,,1 03 2018.439pm BASKETBALL BACKBOARD MODEL #30 HEAVY DUTY 1" SOLID POLYETHYLENE FAN (70 LBS) WITH PERMANENT SHOOTER SQUARE Diagonal Brace Installation: Diagonal brace installation varies depending on winch upright post is ordered. Plumb backboard and goal right true and level (shim IFnecessmy). Tight all hardware securely. Install net. If the goal ring Is equipped with chain net, make sure all S- hooks are fully closed. MODEL #30 w/Rim & Sleeve 3/8-18 Hex Solt ' 4 3/8-10" Nylock Nut NOTE., Sleeves supplied with PW Gooseneck Post ONLY Universal Mounting Plate/ on 6" Sleeve 3/846 Flat Washer Post size Sleeve Size 3.5" 3- 4.5"4" 5.563" ......_ 5„ -... 6.625" 6" .Date: 4/8115 SPECIFICATION I INSTALLATION INSTRUCTIONS, Rev: 11/16/16 POL YE YL ENE FAN BACKBOARD/ IN PERMANENT TARGE l Drawn: MT MODEL No.. _ p?y MFG. CO. JLJ90 Sheet: 2 of 2 il' P—BR1-35 m V k t d z C C C PJ - z 2 0 W K DRAWING TITLE: CONSTRUCTION DETAILS ywu�s`-fin 0 IF- 50 ay ,t o.mhrd-,k 3� YavroF,, 3a,A- �T8 � ono 4�4� DATE: 1 D/4/2018 SCALE:NA DRAWN BY: NIM JOB NUMBER: SHEET: LCD -2 SHEET 7 OF 32 BRIDLE CREEK PARK .rawlnUQ ImEaVen Layout Lcoa Oct a8, 2018, 410, Ul'AD -FIC COUS DETAILS all, Willoughby Industries - Parks and Recreation WODF-2 Series Outdoor Drinking Fountain rw MODEL NUMBER AND OPTIONS: 1.) Outdoor Drinking Fountain Type: 4.) Colors (select one): U WODF-2 T,vo-bowl Outdoor Drinking Fountain U SL Silver (Sivadillo) the finsbad paces wa ratan nand this unit to be osonnaded on a Noun, flat sold surface .,Or a drop cloth ollowng plenty of U G Green 2.) Bowl Height (other than main column bowl): U R Red 0 HC Adult ADA Compliant U BL Blue U CHD Child (JR. ADA Compliant) U O Orange U PE'r Pal U V Violet U HBLD-SS Recessed Stainless Steel Hose Bibb w/ Lock Door column and 7 GA. flange. U Y Yellow 3.) Options: STEP 1 U BR Brown U 316-2 316 Stainless Steel Body, Double U BK Black U CAR -1 Surface Carrier, Single ❑ BE Beige 0 CAR -2 Surface Carrier, Double ❑ W White rw t, IMPORTANTnably : Assemblers should be reasoSkilled in the doornail, of cornmerciul 4it� 8,S: grade/heavy duly fobricated steel equipment. assembly procedures: 0 BOV Shut Off Valva To emu2 proper cssernbly 't 1, soggested that you lake adequate ride to locate ,ad 'dentfy such part to prevent scrulalfng of U SCV Seasonal Bowl Covers (2) the finsbad paces wa ratan nand this unit to be osonnaded on a Noun, flat sold surface .,Or a drop cloth ollowng plenty of 0 FRV-2 Freeze Resistant Valve System, Double Recommended Specifications cc well worth It in perforrnng o c'tmplate, proper assembly. Please I thot all parts have been precut and pre-drillad. ❑ JF Jug Filler During the ansionably process leave all bolts and nuts "finger tight. until the entire unit Is vompiereiy assembled. This allows room 0 HSE Hose Bibb Exposed Willoughby Model WODF-2 outdoor drinking fountain is a dual -level, vandal V UHELD Recessed Hose Bibb wl Lock Door resistant drinking fountain with Type 304 stainless steel 10" Schedule -10 main U HBLD-SS Recessed Stainless Steel Hose Bibb w/ Lock Door column and 7 GA. flange. 3611 BIKE LOOP — nground II I / O FW Foot Wash Fountain shall have high -polished, 18 G& stainless steel bowls with anti -rotation, anti -squirt, solid stainless steel bubblers. Bubblers shall be activated by pedestal mounted solid stainless steel push button assemblies, which control lead-free, self-closing valves. Push buttons shall require less than 5 tbs. of force to operate. Push buttons shall be adjustable to ensure adequate flow without being wasteful. WODF-2 fountain shall be lead-free, adhering to ANSI/NSF 61, Section g, ANSI At 17.1. Fixtures in (HC) and (CHD) configurations shall meetAmerican Disabilities Act of 2010 (ADA) compliance requirements. Standard Features 'Adult ADA and Child (JR.) ADA compliant fixtm'e configurations available " Floavy duty Type 3o4 stainless steel 10" Schedule -10 main column and 7 GA. flange • Optional marine -grade Type 316 stainless steel body for installations near salt water • High polished stainless steel bowls • Solid stainless steel, anti -rotation bubblers • Serviceable mesh strainer on inlet water supply • Heavy-duty main column access panel r Resistant to sunlight (real and vandahsm • Stainless steel adjustable push buttons To Its fixh re an J color use the Model Number end Options Go Ido. LI If Milia,^Tledly. WOE)F 2 Outdoor drinking founto -N GI IId-height(JR. ADA) bowl, In Use the following Willoughby Model Number: WODG.3-GHD.G © Rev. 612616 WODF-2-HC WODF-2-CHD WODF-2-PET visit our website at www. willoughby-ind. com --- 5105 West 78th Street • Indianapolis, IN. 46268 (317) 875-0830 . Fax: (317) 875-0837 . (800) 428-4065 MADE IN THE U.S.A. HI -LOW & DOG DRINKING FOUNTAIN 1„=V. PR27.3 Approved For Manufacturing By: Dale: Company: Wail Thickness: Wall Type: TUSH so Ito. Fusty an rrCN ease. E.— i-t'ustiawro. furintimmo � . veNOAL RESIST -1, els eorronl 3l 2 secunlriscaEIS i 3611$" ACCESS SAW 4a" 42 to VANonL aE..isrlJJr 4r1" 42 34 &s sa TART 8-1d'v 14"Ab VtUe La ANIUI PANEL COv6R W/ SECURITY sarows� lA' AfcE65 n A(4" I 5314'. 010314"---- WODF-241C WODF-2-CHD 0141/2" 111o"11' oli UN C 1r2' edL FCIrult, suosLEu F Last, Carmns jo 0o`- /d"1lllttl"— n e w .¢oesscovER WODF-2-FIC is 7 w/'EcaRlry scncws 10' 42112• WODF-2-CHD LCUOU11 IgW.r-IIe1vPern IIVLPtlno 012.112' D(Tri CIRCLE �O T" 5 3/4" � olosxl"-�---1 I �, _./ -- WODF-2-PET WODF-2-PET visit our website at www.willoughby-ind.com WE 5105 West 78th Street . Indianapolis, IN. 46268 (317) 875-0830 . Fax: (317) 875-0837 . (800) 428-4065 MADE IN THE U.S.A. PR27-4 ® Rev. 612016 BIKE RACK P -8R1-36 \'�') 1” - 1" a11t Depot -006.13/022-B/404-13' DOG WASTE STATION wVIn n� as PARTS LIS'. r LI n p: a)a . e.nae • Can (1) .'p minslab m" a ynar4o, HARDNIARE(1) SIGN(I) •Post (I ) • Dispenser (1) _ D1SPEISSER (1) �^ � Sign (1) CAN (1) mn5 r_6ml r'ag,ne-1 ,d1 wrNcau"tryrnml rn= • Hardware Pack (1) 400 WASTE BAGS • Dispenser Keys (2) �a • 400 Bags i POSP° ('I) ' • 50 Can Liners ^ a;k eniall1a71/;E4m 50 CAN LINERS Item #: Depot -006 -B/022 -B/404 -B DOG WASTE STATION ASSEMBLY INSTRUCTIONS 'I. ASSEMBLE POST: Overlap post one 4"onto post two. Thread 2 bolts (b) with 2 flat washers (C) to connect Tighten with nuts and Tock washers (D, Q. 2. MARK ASSEMBLED POLE 14" from post end: bury the post in concrete level to 14" mark. J. #LWCH CAN:Install 5" above ground; thread the 2 bolts (A) with 2 flat redshers (Q through the can from the inside. Line up the bolts with holes In the post and lighten with nuts and lock washers (D, E). 4, ATTACH DISPENSER: Line up dispenser 12" ABOVE the top of the can.Thread bolts from the inside of the dispenser. Be sure to put FLAT WASHERS on each bolt before threading bolts through the dispenser. Secure to post with nuts and washers. 5. ATTACH SIGN to lop of post with 2 bolts, I and washers (use 2 A, C, D, EL 6. FILL DISPENSER DISPEENSER with bags- install Can Liner. PLEASE BE SURE TO TIGHTEN ALL NUTS AND BOLTS SECURELY depot-0aG-Uf022-0!404-6_2014 DOG WASTE STATION V, = 1„ P—HR1-16 NUTS & BOLTS LIST: 3 Bolt(6) A..�,_w �.__, �� -1%2 Bo11(2) B Flat Washer (8) C Split -Lack Washer (8) D V • Hex Nuts (8) E P-BR1-21 Design�S[udios [01 taus Coon e ikersFlald C ltorOla 93308 vso II" AEl-S T 1-sa90 Fez 661-241 5a9 nnn S & S HOMES Or 1 HH C' fro IRAI . COAST -INC. Q LLJ U ry W OW osc so u (� p 4 6 — LL A 111 U W T __J Q Na E m m t, IMPORTANTnably : Assemblers should be reasoSkilled in the doornail, of cornmerciul 4it� 8,S: grade/heavy duly fobricated steel equipment. assembly procedures: To emu2 proper cssernbly 't 1, soggested that you lake adequate ride to locate ,ad 'dentfy such part to prevent scrulalfng of the finsbad paces wa ratan nand this unit to be osonnaded on a Noun, flat sold surface .,Or a drop cloth ollowng plenty of Senn, room. Also please read the betructions and study the sketches very deal A hL. ..it. tree spent before assembly will cc well worth It in perforrnng o c'tmplate, proper assembly. Please I thot all parts have been precut and pre-drillad. During the ansionably process leave all bolts and nuts "finger tight. until the entire unit Is vompiereiy assembled. This allows room far r ovemi to level o adJust all seats, tops, benches, framework and braes, if necessary. After Tinct adjustment and leveling, V permanently lighten all nuts, bolts and fasteners. 3611 BIKE LOOP — nground II I / STEP 1 w = Prepare two foundation hales as shown below. STEP 2 Place the bike loop it, its foundation holes and block ITS Shawn in FIG, 1. Before peering ileo trete, make sure the the loop holds r to the top at lila bike loop and is Iwai hofit rizontally as well as _ vertically. ii i IW I I � s Pour concrete and let cure for 48 hours. FIG 36" DIKE LOOP — Surface Mount STEP t L For the surface mount Aute rack, determine loccition and using holes in base plata us o template, drill holes and secure in concrete. Sea FIG. 2. a I FIG. 2 Ed installaltion: AARNING: The proper Installation for Wabash Volley prodaats may depend Upon many factors ankles to the site, lacatien, or use of o particular product. ConsWt with your contractor m' other professional to determine your specific Instullotion requirements. AI23Ec page 3 BIKE RACK P -8R1-36 \'�') 1” - 1" a11t Depot -006.13/022-B/404-13' DOG WASTE STATION wVIn n� as PARTS LIS'. r LI n p: a)a . e.nae • Can (1) .'p minslab m" a ynar4o, HARDNIARE(1) SIGN(I) •Post (I ) • Dispenser (1) _ D1SPEISSER (1) �^ � Sign (1) CAN (1) mn5 r_6ml r'ag,ne-1 ,d1 wrNcau"tryrnml rn= • Hardware Pack (1) 400 WASTE BAGS • Dispenser Keys (2) �a • 400 Bags i POSP° ('I) ' • 50 Can Liners ^ a;k eniall1a71/;E4m 50 CAN LINERS Item #: Depot -006 -B/022 -B/404 -B DOG WASTE STATION ASSEMBLY INSTRUCTIONS 'I. ASSEMBLE POST: Overlap post one 4"onto post two. Thread 2 bolts (b) with 2 flat washers (C) to connect Tighten with nuts and Tock washers (D, Q. 2. MARK ASSEMBLED POLE 14" from post end: bury the post in concrete level to 14" mark. J. #LWCH CAN:Install 5" above ground; thread the 2 bolts (A) with 2 flat redshers (Q through the can from the inside. Line up the bolts with holes In the post and lighten with nuts and lock washers (D, E). 4, ATTACH DISPENSER: Line up dispenser 12" ABOVE the top of the can.Thread bolts from the inside of the dispenser. Be sure to put FLAT WASHERS on each bolt before threading bolts through the dispenser. Secure to post with nuts and washers. 5. ATTACH SIGN to lop of post with 2 bolts, I and washers (use 2 A, C, D, EL 6. FILL DISPENSER DISPEENSER with bags- install Can Liner. PLEASE BE SURE TO TIGHTEN ALL NUTS AND BOLTS SECURELY depot-0aG-Uf022-0!404-6_2014 DOG WASTE STATION V, = 1„ P—HR1-16 NUTS & BOLTS LIST: 3 Bolt(6) A..�,_w �.__, �� -1%2 Bo11(2) B Flat Washer (8) C Split -Lack Washer (8) D V • Hex Nuts (8) E P-BR1-21 Design�S[udios [01 taus Coon e ikersFlald C ltorOla 93308 vso II" AEl-S T 1-sa90 Fez 661-241 5a9 nnn S & S HOMES Or 1 HH C' fro IRAI . COAST -INC. Q LLJ U ry W OW osc so u (� p 4 6 — LL A 111 U W T __J Q Na E m m -�1/- a-ld 3 V w = s L d a Ed O Is 4®�4 to DRAWING TITLE: CONSTRUCTION DETAILS �pNDSGIP� �y0 S• °. �r �/+'7i �u @Iobcr4, 2018 -k Iin �%• gmmE,L ��� D LLL � OF CrJu"' DATE: 10/4/2018 SCALE: NA DRAWN BY: did JOB NUMBER: SHEET: LCD -3 SHEET 8 OF 32 -�1/- a-ld Zc­ ! rt 5� t PLAYWORLD #SWING -S8-6 PLAYWORLD #SWING -7T, EARLY CHILDHOOD T -SWING, 7' HIGH WITH (2) INFANT SEATS, AGES 2-5 POURED IN PLACE RUBBER SURFACING PLAYTOWN BUTTERFLY CLIMBER PLAY_ EQUIPMENT NTS oe-m sers Mike M000nnollM"aea,aklo-eivemuSAeeaeu90 m26O,LDIwDUoe N3oErnaB.a.,y LayouC LCD.4 oA w. 2010, 410p,n ` NMIV PLAYWORLD #SWING -7T PLAYWORLD #ZZXX0480, PLAYTOWN BUTTERFLY CLIMBER, AGES 2-12 PLAYWORLD #PSD-1105-FTD, "EAGLE SUMMIT" PLAYSIMPLE DESIGN WITH (11) ACTIVE PLAY EVENTS TO ACCOMMODATE (28) CHILDREN, AGES 5-12, IN -GROUND MOUNT PLAY SAND Corner Rock PLAYWORLD #SWING -S8-6, 6 -UNIT STANDARD -DUTY SWING, 8' HIGH, AGES 2-12 POURED IN PLACE RUBBER SURFACING ;F r u ' PLAYWORLD #PSD-1102-FTD, TUNNEL JUNCTION, PLAYSIMPLE DESIGN WITH (8) ACTIVE PLAY EVENTS TO ACCOMMODATE (19) CHILDREN, ` AGES 2-5, IN -GROUND MOUNT PLAYWORLD #RB -305 FREESTANDING ROCK BLOCK CLIMBER, AGES 5-12 NOTE: LAYOUT MUST COMPLY WITH ADA REQUIREMENTS BRIDLE CREEK PARK OPTION #4 Y SAND 2018 SITE PLAN SITE PLAN PROJECT NO: C18055SP DATE: 18 -APR -18 SCALE: __---- - NTS DRAWN BY: Marilyn Allen SLlce 1979 dave bang associates, 1110. THE INSTALLATION OF THE EQUIPMENT SHALL BE INSTALLED BY A CERTIFIED PLAYGROUND SAFETY INSPECTOR AS RECOGNIZED BY THE NATIONAL PLAYGROUND SAFETY INSTITUTE, IN ACCORDANCE WITH ALL FEDERAL, STATE, & LOCAL LAWS AND REGULATIONS INCLUDING, BUT NOT LIMITED TO ASTM F3101-15, F1292, & F1487. ALL PLAYGROUND / FITNESS EQUIPMENT AND SURFACING SHALL BE INSPECTED UPON COMPLETION BY A CERTIFIED PLAYGROUND INSPECTOR SELECTED BY THE CITY OF BAKERSFIELD. THE PLAYGROUND INSPECTOR SHALL CONDUCT AN AUDIT OF THE PLAYGROUND / FITNESS EQUIPMENT, SURFACING, (LOOSE FILLED AND UNITARY) AND INSTALLATION. THE INVENTORY OF THE EQUIPMENT AND AUDIT OF THE EQUIPMENT AND SURFACING SHALL BE IN COMPLIANCE WITH CURRENT ASTM, ADA, AND USCPSC REQUIREMENTS. A COPY OF THE AUDIT AND ANY NOTABLE DEFICIENCIES SHALL BE SUBMITTED TO THE CONTRACTOR FOR ANY CORRECTION PRIOR TO ACCEPTANCE. DOUBLE WASHED PLAYGROUND SAND SHALL BE INSTALLED IN ALL AREAS THAT DOES NOT RECEIVE RUBBERIZED SURFACING. SAND SHALL MEET CURRENT ASTM GRADATION PROCESS OF AGGREGATE FOR MASONRY MORTAR DESIGNATION C-1444-84. PRIOR TO INSTALLATION, THE CONTRACTQR­814AL4�PROVIDE A CERTIFICATE TO THE CITY FOR APPROVAL PROVIDING THE SAND IS IN ACCORDANCE WITH THE FOLLOWING SIEVE ANALYSIS. SIEVE SIZE % PASSING #16 89.2 #20 73.3 #30 53.3 #40 28.1 #50 13.9 #70 1.4 P—BRI-13 Ap-I Desiy npStudios Bn kers 11 e616. Culilo: n:o 9]]06 V6one 661 LV 1 -5090 in 661-LJI-509 1 I S & S HOMES 019 191 R uxrRAC COAs r, INC Y SCALE: NA < Q d Q U JOB NUMBER: Y W U U.l .j 0 � LU W Q s< „ E M m z 3 V 0 € w VIII DRAWING TITLE: CONSTRUCTION DETAILS M9 DATE: 10/4/2018 SCALE: NA DRAWN BY: MID JOB NUMBER: SHEET: LCD -4 SHEET 9 OF 32 BRIDLE CREEK PARK DETa�t 1 D�VAIL a PLAYWORLD" Support Post, Spiral SIM a and OroundZaPO, Cantltevar and " P RockBlocks Post Footing DetaiI Post Footing Detail BIwPYLPoN P.I BuwwPM FedWAPP&d PLA4^WO'WSYSTEMS, INC, Ptredhn eurYd,q P.Msdhv eudeaFp ProbNn enbcXp P,mlwlweYrkoiy 1(o I3Ltlo d 8upwPor Prof�vAP& eddo0 St"Mpwl P APPMd -- DaVr Btld\er dee -.... 10�Lwsl9tldm ,PA D as L" c1,db d Lwr I7S3%�9af2 t1d3A P Lauel Q levr Mlekr Pnum �eurhbN L&A alm1ml verel 2'(OiM) vjM z(SM) round Level proud L" veL ]'(51mm) qWAXkrv erse 4IFODTi ONG ND 10a mm7 '" (farlmoA / (10h w) wns COh1PONENT FOOTING (DETAIL 3) P.'bled Elm CeP 2Y I-'18'-�I PwIlan"d End C* Sb {-Dr-1 DYinXmmOer at Paan MWS ISI (ymemmbr wPwauemallow Porous (4611") STONE OPTIO OR BLOCK OPTOON TON€ OPTIO OR LOCK OPTVON C SPIRAL SLIDE CENTER POST FOOI ING(DETAILD a 9 IIYTilelAIlAMpN ]Y90BL' 1I PNId1Wf/pY. b1$Iw MW'eXPtlfOYaM. n„d z is amprwb W uMadauarvoXn. k XYMoaYbtlwY baled,WrOooe ufAWX plabxaWYq �wrew,PbPd,YM116Y1 Y/D ®TAIL 3 PodmrymMYY,bXYYrrbtlmxa. DB TAIL 9 A nY6Y m an Y .Y.p.drlbau bbu1 mMKVw NAp,XYIXkIXXX41�bbaM. Yyin XIY Ln01F10M b .�p'p�M^�W�jp�Yyy^fy�. MARMInYAA. Component Footing Detail SurdaceMount Detalt �XmrMWMY�pXPY bXd�PpMMYr�Yn SUPPORT POST FOOTING (DETAIL1arA) rMYYSY peY. 6dJMAwbNpam,d,yy. T (VINDICATES POSTLENGTH) iJ NYarabarYptmvYaab,YM br. IIn ��� 9dsmammsMbWnAawwlPaYdwmvY. I�li. Fs*q*okd Coe7oe�7)Mw,EYMmWrNmM+e�fww,.wuXNamYrri PbMPeaaneX(enpa3�OJmw FackwyAppleel Probove Burwrig PMWIsaE)ulfad�A for."'d Pwwcoe Bufd*Q unbn Wwf,>MYMhwYA bJPpb Mx,fv4pbl (l LevelBticktt IUA Lwr 6ldkor surfilce Maud h wu YL nodeX.xu Veral3rouM Level v9d" Onead LwW Por Fet9ay-App9led AA11" 3(61mm) 24 2'(6Xmm) RaleweBurb[Yy Level Btldlne CANTILEVER, -r POS f, AND COMPONENT (B1(6f O' 1 ,4. QeviO QL nrae WlPVNN aabJrsWY,du1Nr POST FOOTING (DETAIL 2) •", 60' nabw.Y�Mgawunlapuw,tln e,ywgFae (ZZCH1850 INDICATES PART NUMBER) pmmml !; Vrlw pB3mm),+-,; �. ye2'(67omo) Mlslpr Bo6X"Y&Wkd ByCUFIMx.. r.. CWMWV4 /1 t " Xl mbwMbs�bYuw�nawa0(Vw�n)pY��rpy mPaBeXa ✓X f '1 a NMMbY4.xas.�Nlwwwn. jMt ID can F--fT-'i Pedwalea End CaP laodlc I—fr DYnreaD6101o) wPorou Meterlel Pormu 01116 bMveEyiboiogbl,b�,dlaMtlRp Wa MebNel Dimmer trMbraMsa.a,.sbYeamu.wrYp.r. n.rY WY�bmY��ew�POrX�,CW�1anXwW GROUND ZERO POST FOOTING (BE TAIL 2) STONEOPTIO OR BLOCK OPTION a a�w...Xw MgMYa NMUYM (/44�wDICArESPCs TLENGTH) •X+s�.d..ros rn�,M.ar..,.rP.wu B• M /Yo BMmXnt 9b,A wY YrIPAw flgywq M,y'. pdMY W Gy M e.9. CeMmla gp1w1 BM/ {.w�wtiuq b iM i:o<wabM1A° tlA1iu.um'�mbn rbru.aeM'. IFIDEMNO(DETAIL SCA1E'. web: u.c..®r�mnenae.ow.Y, Wn TO SCALE amabr®m, W smarm YLYyW.eD. Y1b1 wrwnY.aeaw,eXeww. OFAN/N BY: TECH SALES DATE: 'PLAYGROUND SUPERVISION REQUIRED 3"UNE 13 PLAYWORLD POST FOOTING DETAILS DrawingGNxerslMlke Mc Don nelllappda,n\IwalVemp\ACPubesh_I IJ04TDFWD BC CONS DUALS Cwg Lay--, LCDS Nov 12, m13, 9'.02-1 BOULDER U BOULDER, REFER TO CONSTRUCTION SCHEDULE FOR SIZE AND TYPE. FINISH GRADE 30 COMPACTED SUBGRADE NOTE: -BOULDERS TO BE FREE OF SCARS AND MARKS FROM GRADING AND MOVING EQUIPMENT -BURY BOULDER TO,' OF ITS HEIGHT -SEE PLANS FOR SIZE TYPE, AND PLACEMENT OF LANDSCAPE BOULDERS NOTE: ALL BOULDERS TO BE HAND CHOSEN BY CONTRACTOR AND LANDSCAPE ARCHITECT. TO BE SUPPLIED BY OWNER D esiy n�gS[udios ers Co U B aeFlnl a. 011ln,nla 93300 PF%ne 661-241-5090 fi61-241-SOY4 S & S HOMES 01: LEE CPNrRAL COACT IN Y � Q Q U O W 5 < 1 Ij- Y oEm W W d Um _J Y e U Q DO CID D P -BRI -45 1 ag k I - _ O onZ K P -BRI -25 DRAWING TITLE: CONSTRUCTION DETAILS Dnmb,�, 4,2g1a DATE: 10/4/2018 SCALE: NA DRAWNBY: MM JOB NUMBER: SHEET: LCD -5 SHEET'10 OF 32 BRIDLE CREEK PARK %,/-C?/D 1 POURED IN PLACE CONCRETE MOW CURB. 2 1/4" RADIUS BOTH SIDES. 3 NOT USED 4 TURF PLANTING AREA. 5 SHRUB PLANTING AREA. \I 6°X611 CONCRETE MOW CURB NTS NOTES 'I. EXPANSION JOINTS AT BEGINNING AND END OF CURB RADIUS, 20'-0" MAX. SPACING OBSTRUCTIONS AND GRADE BREAKS OVER 3%. 2. TOOLED SCORE JOINTS AT I U-0" O.C. MAX. OR ALIGNED W/ CONCRETE JOINTS WHEN ADJACENT. 1 \ -I 1T - OTE: VERIFY BASE MATERIAL, UBGRADE PREPARATION, AND MATERIAL THICKNESSES WITH SOILS REPORT. 10 CONCRETE PAVING. REFER TO CONSTRUCTION PLAN FOR FINISH AND COLOR. 20 COLD JOINT WITH STEEL DOWEL 24" O.C. AND 20" O.C. MAX. ROLL TOP EDGES. SEE CONSTRUCTION PLAN FOR LOCATIONS. 30 SCORE JOINT 1/8" X 111 DEEP. ROLL TOP EDGES. SEE CONSTRUCTION PLAN FOR LOCATIONS. (4NOT USED. U EXPANSION JOINT AT BUILDING, TOP AND BOTTOM OF STAIRS, FOUNTAIN, WALLS, CHANGES IN PAVING MATERIALS, ETC, TYP. THROUGHOUT. /J THICKEN SLAB TO 6" AT ALL EDGES (811 AT DRIVEWAY). U COMPACTED SUBGRADE TO 90% RELATIVE DENSITY FOR A DEPTH OF 6" OR AS APPROVED BY THE CITY OF BAKERSFIELD (TYP.) n� CONCRETE PAVING P -BRI -3D \ v / 1" - 1-0" NOTES A CONTRACTOR SHALL CONTACT MANUFACTURER TO DETERMINE ESTIMATED CRITICAL FALL HEIGH r FOR SPECIFIED PLAY EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED CUSHION BASE AND WEARING COURSE RESILIENT SURFACING FOR THIS HEIGHT. B CONTRACTOR SHALL OBTAIN TEST DATA FROM MANUFACTURER VERIFYING DEPTH OF RESILIEN T SURFACING REQUIRED TO MEET MINIMUM S'TANDAROS FOR THE CRITICAL FALL HEIGHT, DETERMINED BY THE PLAY EQUIPMENT MANUFACTURER. C CONTRACTOR SHALL SUPPLY ALL TEST DATA TO THE CITY OR THE CITY'S AUTHORIZED REPRESNTATIVE FOR REVIEW PRIOR TO INSTALLATION. D THICKNESS OF CUSHIONED SEAMLESS FLOORING SYSTEM VARIES PER MANUFACTURER'S DETERMINATION. #4 REBAR @24" O.C. BOTH WAYS COLORED WEARING COURSE OF CUSHIONED SEAMLESS FLOORING SYSTEM 3" BASE COURSE OF CUSHIONED SEAMLESS FLOORING SYSTEM JOIN CUSHIONED FLOORING- P.C. CONCRETE 5 SACK SURFACE FLUSH WITH CRUSHED AGGREGATE ADJACENT SURFACE 4' @ 2500 PSI THICKENED EDGE owl 10 12" SMOOTH DOWEL AT 24" O.C. -+4-+--F-= ISOLATION JOINT NATIVE SOIL @90% RELATIVE COMPACTION RUBBER SURFACING CSa,--- Drawing'CLLUmrs\Mike McDonnell\appdaWUocalLLempW P"tlllsh_170q LDI.WD.BC-CONSDETAILS.Oerp LI.A LCD-fi nov z 12. oiti. ane a,n z' DIA. HAND TOOLED DOUBLE WASHED PLASTER SAND OUTDOOR CmArnomp w1c. Model # 7005P \'/ 2" DEPTH DECOMPOSED GRANITE, INSTALL OVER 2" LAYER OF 3/4" CRUSHED GRAVEL 20 6"X6" CONCRETE MOW CURB, REFER TO DETAIL (3ADJACENT PLANTER AREA (4) FINISH GRADE 5O 90% COMPACTED SUBGRADE DECOMPOSED GRANITE AREAS P -BRI -2o \tl � / S/4"" = Dy' SIGN DETAIL P-BR1-37 NIS 0 io 1/5/8" GALV. INTERMEDIATE AT CORNERS ONLY. -1/4"X3/4" GALV. TENSION BAR. - GALV. CLAMP AT 18" O.C. MIN, 4" DIA. CORNER POST, Deslg n�5tudlos Au kers, epld Lall ro rn lv 93]ptl Phone fi61-391-5090 rnx fifi 1-291-59J S & S HOMES IOP OF PAVING ELEVAIION. Oh ILII x(W'IRAl.0 AS'I; N( CONCRETE DECK WITH CONCRETE CURB. HUNI'ORCEMENI WHERE OCCURS. 12" DEEP SAND PLAY SURFACING EXPFlNSION �JOINi. 8 I, d a d zj ° —_III 2% SLOPE TO SUMP DRAINS I� III- a - - FILTER FABRIC NO. 4 VERT. BAR AT 24" O.C. NO. 4 DORIS. BAR TOP AND BOTTOM. COMPACTED SUB -GRADE. NOTE: CONTRACTOR TO PROVIDE SUMP DRAINS IN PLAY GROUND AREA TO PREVENT FLOODING, SUMP DRAINS TO BE 2' DIAMETER, 3' DEPTH, FILL WITH 3"' CRUSHED CRAVFI-. SLOPE BOTTOM OF PLAY GROUND AREA TO SUMP DRAINS. THICKENED EDGE AT SAND P-BR1-27 11/2 =1-0" -_-- --- ---- �- 3/8" STEEL TENSION ROD WIII-I TIGHTENER. AT All CORNERS, RUN FABRIC TO TOP OF SLAB, 7 GA- TENSION WIRE PIED TO FABRIC AT IS" O.C. I 6'0 18"" WIDE CON C. MOW CURB d CHAIN LINK FABRIC., L_IV ADD SLATS AT MAI NTENANCE-YAPi— ° TYPICAL CONCRETE FOOTING. ° I I P I { d LJ4 a ° a 18" DIA AT CORNER POST. 6 FT CHAIN LINK FENCE WITH GATE P-BR1-32 3/4"-V-0" J n 1 1 j VARIES, REFER TO LAYOUT PLAN 3/8" STEEL TENSION ROD WITH TIGHTENER. THREE HINGE. 15'" DIA. AT LINE POST. r 3" DA. LINE POSE 8011 OM, 1-5/8" GALV. PIPE FRAME, KNUCKLE AND TIE FABRIC TOP AND b I SWING LATCH, a d I I o II° I EJ - P -BRI -28 P-BR1-29 Y SCALE:NA a,G bN ewm0 m 1 MNumb- 4 rrvm wrdasaM Mudol (e} 2" N Nm.I Inuyralb of d Q U JOB NUMBER: 2C y,r,q day18,1 Iq tl- Ya NrWrvl I LL DID_ Q FG Z VerWb IN "y,Jmun kW W "ICf/JV'eipNb, °s as v ke w .r uroa � m � M m b. A4lu mwl K W �Gi�6bgM1MF.sMpelm e14�bedMN ndW Gc wrW F J Y WwI r iY r115F I 1 POI aA. s M I W Lh MF o�W�deeGe5o9tia�2pOp Ww aaaN. 6. Mmlmum srvwYr,aae yr elOn W 4o Y msFew 7.3unic=welgn vW pdoaule [e 4a meNlal In r'raaJtli�ln Mleh I�--�I1�= 2270 Barney 5trcee, Anderson, CA (530) 337.6774 FAX (530) 33%-66%5 SIGN DETAIL P-BR1-37 NIS 0 io 1/5/8" GALV. INTERMEDIATE AT CORNERS ONLY. -1/4"X3/4" GALV. TENSION BAR. - GALV. CLAMP AT 18" O.C. MIN, 4" DIA. CORNER POST, Deslg n�5tudlos Au kers, epld Lall ro rn lv 93]ptl Phone fi61-391-5090 rnx fifi 1-291-59J S & S HOMES IOP OF PAVING ELEVAIION. Oh ILII x(W'IRAl.0 AS'I; N( CONCRETE DECK WITH CONCRETE CURB. HUNI'ORCEMENI WHERE OCCURS. 12" DEEP SAND PLAY SURFACING EXPFlNSION �JOINi. 8 I, d a d zj ° —_III 2% SLOPE TO SUMP DRAINS I� III- a - - FILTER FABRIC NO. 4 VERT. BAR AT 24" O.C. NO. 4 DORIS. BAR TOP AND BOTTOM. COMPACTED SUB -GRADE. NOTE: CONTRACTOR TO PROVIDE SUMP DRAINS IN PLAY GROUND AREA TO PREVENT FLOODING, SUMP DRAINS TO BE 2' DIAMETER, 3' DEPTH, FILL WITH 3"' CRUSHED CRAVFI-. SLOPE BOTTOM OF PLAY GROUND AREA TO SUMP DRAINS. THICKENED EDGE AT SAND P-BR1-27 11/2 =1-0" -_-- --- ---- �- 3/8" STEEL TENSION ROD WIII-I TIGHTENER. AT All CORNERS, RUN FABRIC TO TOP OF SLAB, 7 GA- TENSION WIRE PIED TO FABRIC AT IS" O.C. I 6'0 18"" WIDE CON C. MOW CURB d CHAIN LINK FABRIC., L_IV ADD SLATS AT MAI NTENANCE-YAPi— ° TYPICAL CONCRETE FOOTING. ° I I P I { d LJ4 a ° a 18" DIA AT CORNER POST. 6 FT CHAIN LINK FENCE WITH GATE P-BR1-32 3/4"-V-0" J n 1 1 j VARIES, REFER TO LAYOUT PLAN 3/8" STEEL TENSION ROD WITH TIGHTENER. THREE HINGE. 15'" DIA. AT LINE POST. r 3" DA. LINE POSE 8011 OM, 1-5/8" GALV. PIPE FRAME, KNUCKLE AND TIE FABRIC TOP AND b I SWING LATCH, a d I I o II° I EJ - P -BRI -28 P-BR1-29 Y SCALE:NA of d Q U JOB NUMBER: uJ a Uo_' LLI O LL DID_ Q =ov 2 < 1 g Y � m m DRAWING TITLE: CONSTRUCTION DETAILS DATE: 10/4/2018 SCALE:NA DRAWN BY: MM JOB NUMBER: SHEET: LCD -6 SHEET11 OF32 BRIDLE CREEK PARK -7,/-d/0 B C B A NOTE$' j�PLV. Cf1AIN-LINE UECBJIYCOVER I. PROVIDE II) ONE COAT OF RUST OPENING PRIMER RALLMETAL. SEE ENLAIt GEMEN(SAND NOTE9� MOR PAR CAP z PROV GE I2JTRO COATS OF PAINT PAINT AND COLOR TO BE APPROVED BYAUFRORIZED CITY REPRESENTATIVE 21 6" STEEL POST CAP'HELDED ON POST SM UGICUSb%I6 N OM ULOGK m Eo C"AD',DURAND TEX(W E 10 MATCH ]" ROUND BARREL BODY HINGE AOIACENr NEIp GG e RNO GO j' DAA 8FPINLESS STEEL PIN, WELD BUT FER BOARD PER IN BETWEEN SQUARE STEEL TUBE - CffY 5 N UEiAIL S F 2/ PUS I AND PERIMETER ITSE p s L - a. U°Q VVE U2%, rn ETALTUDE� - - - - p <D o U EST US CONT HORIZONTAL .14PERIMETER NSE AC "1 Yx RADIUS y 'Rs C24 (O WITH 2k SLOPE �-, VERTICILL PERFORATED SI IEEE METAL _ - ny"N'- - CONCRETE SLIB BOND BEAM Q EVER - IY GAYLI SQUARE S FEEL RUDE POS T—Enw, PER CITY STD ER COURSE p_ O p. CON QNUOU6 WELD Q UETAILSFZI OTH F. >. GHwcsnOO lH rvP TIS I I I I II_� _ IT-ITr�T�IT i i I I IIF�i�IIT�T � I I I I E �� -c p. _ aGONGRETE CURS %9REBAR TES,A SHOWN.TYP. DOWELS TO MATCH _ fp CO n'DROP BOLT ]F{ AROUNDCEM'ERPOB; - "' RTICAL WALL BEEF-LPUP L'J M _ f' GAL V. PIPE6LEEVEl _ ILII R3 HEBPH HOHILONFAL A6 SHONN,IW W� DIAMETER 4a HAD N6REFe SwB - PEnCIfY S1 AFID wl zS aEBFa vEIRICAL. mP. 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STRUCTURAL CALCULATIONSCAN BE PROVIDED BY AMERICAN 6UILDING PRODUCLS AT THE TIME OF PURCHASE 0'-0" Ate' SIDE ELEVATION Scale: - t' -O" 4 GENERAL NOTES THIS ` HELTER HAS BASS A pE�IGNiYYHiGEilo5OPEN W WALLS RISEGIIIESNLOR SHTVESCHEEIIe BHALL eEII� B. 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NOTE: ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE, UNLESS OTHERWISE NOTED. NOTE: REFER TO LAYOUT PLAN FOR COURT SURFACING COLOR AND FINISH. BASKETBALL COURTS v1�8'• =1.-0A. L nDe sig n@BtMdios 12AI 21 IA "LET FA°re G61 241 5U9U Fax fill 241 5094 BASKETBALL HOOP TING, REFER Yz.` S TOMANUFACTURERS URER'S DETAIL P—BR1-41 T E I �Y ly < Bollard Post R-7902 d U Bollard Post R-7902 General Des<dpiipn: AdES pw dnta 1 iM1Y wyw Wa W W d R U, AS W ty,d g_" v mAY,MP / rv1 HA U J d vJd R-.1 U CoA@ AS W DJ 0, AR k J B� Q AU DAY m BID FIRd Fa09¢d Relneva0le Rxmovable P—BR1-41 I HASH tNULUSUHH BULLAHU 1/Z•, _ 1,_0" T E I ) 1 Bollard Post R-7902 GleaTal UNDIr'Yl Bollard Post R-7902 General Des<dpiipn: AdES pw dnta 1 iM1Y wyw � Ppwnea!BARB ABamaltry THRUP SSAMET G k PI G,PdAAI Air,MY AGATTRAFTrBarri FAIL sNttl UL HIV llre mAY,MP / rv1 HA U J d vJd R-.1 W SURNA ry dAHAA1.sU, III We GAN ssU Are it, EAT pxR 1 1 k V k WM61d Asp rl SA ntl IS IAe s R J" AUL tl al undnOSPUx RAI 1 Y Nlxiwa stye nw4 MW< I FIRd Fa09¢d Relneva0le Rxmovable ,IYM Itr'n Le es°zM °r zTH w s .so EmbetlN NOT SurtaME Receiver -er FOM DARY, %B Arl w9 For �YIAL9 Tru "r nldna '1 lu- p MOBIL R Lid "n mi s: ax °t e -°9- b AA EN Mx _ N P -A r4 M d with 11 CI i (MI (Im'4f.N 5x sLeet2°IJI� Ifm J°WI .re WNe)ofvl (MUelall se Aeelaol /I 00"BERaxalpN-1111 F llc rYti6. x'eslvlri5o1J1 u U 1 a °ama IISOA TV Ni ...,—Fla.. 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[)Ibl 4L C' L N yYe° N 1Y Uur fpaJ P IYY P NUN O/ Vers. 1AvABALABA4rvYECJW50 1189 5 ryALLAUD 14ussla YBC 5141.EaruJu B yUL'dl IT 1 K¢BNY OIN15df If RLlly ( Yly ylA pql yk @l Uydlh ykn IAJJl69)145 Iptl <FlounUrytan )Aa- FtlYY-0BYIV laVl l' 1 Mlry,tgrl V 1 y T aG WW axe0N+0v e_lo� d, A AA A Bollard Post R-7902 (11.1SAO' nwYxlW<wAAPd.Bollard Post R-7902 I _._ HUSE 11 BA KI FR OfaTN VT101! MA EPIPL tlE1GH _ _ - IFu�wrl CwWAUBAFY al)IFonua CmlaEl aP ECJI6"I I,u,wr cw 1 I IVed2 FB eL1_.e C[ Id )I x16 "M — A 511E 'e Y mmlu a`° 2 I N e le H J1e' n N /Ye Iv W N .J � = " T-XeI BEAT BASS lu O FA.v calor naw; eE R7902 I IT _va 44Y_IWASANIMA 1fY OR M1µ ur+eVM1rocemwRrcv LTD4OPYxJ4L1IBEGLF I IMADDRAFFOUT1.1I A I'a I HASH tNULUSUHH BULLAHU 1/Z•, _ 1,_0" DRAWING TITLE: CONSTRUCTION DETAILS CHI 1, 2018 MY DATE: 10/4/2018 SCALE: PIA DRAWN BY: MM JOB NUMBER: SHEET: P-BR1-42 LCD -8 SHEET13OF32 BRIDLE CREEK PARK %'%—�x/0 k k k zTH ttI t !C1 �61 BY DRAWING TITLE: CONSTRUCTION DETAILS CHI 1, 2018 MY DATE: 10/4/2018 SCALE: PIA DRAWN BY: MM JOB NUMBER: SHEET: P-BR1-42 LCD -8 SHEET13OF32 BRIDLE CREEK PARK %'%—�x/0 NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 2" - 2 z' SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING 15 FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 95 PSI DESIGN WATER PRESSURE 45 PSI MAXIMUM SYSTEM DEMAND 100 GPM (MUL"TI VALVE SIMULTANEOUS) RESIDUAL PRESSURE 13.03 PSI NOTE B: CONTROLLER'A' &'B' SHALL BE A RAIN BIRD MAXICOM, CONTROLLER ASSEMBLY INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. I y. WIN WIN ON No /NN MINN m 4 3/„ ` 19.8 A 9 ' 37.8 A18 2" "k 28.4 Al / 43.4 A1,6 '�K/ 49.0/A15\ / 1// / 2 4 l f �T1 C 37.5 A14 '1iL 1%2" 37.8 A13 _ -- - - 1y.. METER METERAND COMPONENTS LOCATION. REFER TO CIVIL ENGINEERING PLANS FOR EXACT LOCATION. POINT OF CONNECTION SHALL BE DOMESTIC WATER METER O ng_ GWserslMke Idw., allleppdalalloGal\IempNCPublisb_17004\LDI-WRBURRIGATIONREVidwB Layout LJ N.12 20149.5am VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. -HE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION NOTE: REFER TO SHEET LI -7 AND LI -8 FOR FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL - VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC IRRIGATION NOTES AND LEGEND. CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. IRRIGATION DETAILS. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE NOTE: REFER TO SHEET LS -1 FOR IRRIGATION DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. SPECIFICATIONS, NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE NOTE: NO UTILITY LINES SHALL CROSS LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER _ OBSTACLES TYP. THROUGH PLAYGROUND AREAS & EXERCISE NOTE; AREAS. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS, MATCH LINE SHEET LI -3 _ A r WIN a rr WIN VINS m NO ael. ter 1011 INS 10111011v rr rlr � rel rlr WINIrr WINe� ter amr �� lar WINWIN rr rrWIN� WIN M Ir�P, rr INS 101 WIN MEm \\\ NO 10% NO NO .., -37.8 B 1 7 v v p _2.. -�1i i/ 4 v37.8 B16 v v �I B13 23.4 2a V A 2.. f4 \ 1 1 0.5 B15 v v may„ B12 44.4 211 2" 114 Al2 1y2" i A10 15.2 1�Y/2" 12u L2 1 3/4" / 3/. / > ri" 14 b . pA. u e W y y A \ 2.. _ a \ _ / I 3 ka 3/4' r, 1" C9 I 3�4" 3/4u O4_ r __- 1a 1v1v 34. �141 a A9 35.5 v v� 17.8 A8 / - _ �► .� �� --__ 1Y2 A7 25.0 •�••- -�- -- r. 12 --I A6 1/z A5 29 2' 24.6 A4 / GRAYED VALVE SYMBOLS ARE SHRUB VALVES, 1y2p' SEE SHEETS 1-I-2, LI -4, & LI -6 BACKFLOW #2 TO BE UTILIZED FOR DOMESTIC WATER SERVICE TO THE DRINKING FOUNTAINS, REFER TO LC -1 - LC -3 FOR LAYOUT AND SIZING A3 32.0 29.3 A2 L/2/ 19.3 Al 1Yz' BAKERSFIELD KEY MAP Desi9 n�5tudios eza zaaa ca",v p ake /sll ela, Cellfainlo 9J]08 ehonn ti01-241-5090 n'�In S & S HOMES OF "1 HE C'ENTI<dL COAST, INC - 3X B6 21.6 B5 14.0 I 1•' B4 33.2 11�.. R B3 19.0 82 28.4 B1 33.5 2" C n I B11 33.4 1%2" � d U d 0 Lij -J o W ' LL u ozv 4 U U) I W QVo J Y 2 "< ' 9 Q ry ED In I I I 3X B6 21.6 B5 14.0 I 1•' B4 33.2 11�.. R B3 19.0 82 28.4 B1 33.5 2" DRAWING TITLE: IRRIGATION PLAN _�� s• ; I * o b 4 ma � uT ue3o,LOIv ti' POC EQUIP. ENCLOSURE - DATE: 10/4/2018 SCALE: 120 4(zoix DRAWN BY: MM 1 =20' �rd -0" o 10' 20' 40' JOB NUMBER: MV P 4.. BF m -_- SHEET: LI -1 SHEE-114OF /-c;t-/D C n 3 � O p DRAWING TITLE: IRRIGATION PLAN _�� s• ; I * o b 4 ma � uT ue3o,LOIv ti' POC EQUIP. ENCLOSURE - DATE: 10/4/2018 SCALE: 120 4(zoix DRAWN BY: MM 1 =20' �rd -0" o 10' 20' 40' JOB NUMBER: MV P 4.. BF m -_- SHEET: LI -1 SHEE-114OF /-c;t-/D 4-- 19.8/M,9\y/ 37.8 A18 28.4 43.4 49.0 , I <11 I �n y� 37.5 A14 ` �L - 1Yz" 37.8A13\ /A1U\152 Orar,ing. CAUsers%like MCUQFIn llllappdaUllop l\tempo cPub45h_10 00 01 W� CII RRI GAT REV I_tiv ,y "-y -1-2 .03,20W,4.30, -77 —_ _ A9 35.5 e -__ 17.8 A8 A7 0 `•�. 1Yz" 9 60�A6 \) �A529.78--- 24.6 A4 1W NOTE: REFER TO SHEET LI -7 AND LI -8 FOR IRRIGATION NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. NOTE: NO UTILITY LINES SHALL CROSS THROUGH PLAYGROUND AREAS & EXERCISE AREAS. 32.0 ` — 29.3 / H. 2' KEY MAP ; �N _—p 1 =2B' -B" DPs Ig n�S t LI CI 105 1111ca n ere enme,. Bakvzfl e�I tl. Callfornla 91J08 Phone 661-dS1-5D5o fax L L I- 2 Y I S 0 9 A r n S & S HOMES OFIIIE CUN'CRAL COAST', INC. v �Q s a r Q U r fr Y � W W U U) o 0 W - J � o 0 < ry ED k m m w�_wmnaem o s a r r fr 0 � k k z DRAWING TITLE: IRRIGATION PLAN -SHRUBS Wobv-1 2Dt8 DATE: 10/4/2018 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: SHEET: U-2 SHEET15 OF 32 BRIDLE CREEK PARK . D BAKERSFIELD NOTE: REFER TO SHEET LI -7 AND LI -8 FOR IRRIGATION NOTES AND LEGEND. j ���^� �� Des ICJR®Studios NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR�)y �� -a�aa 1 I _f r�o° - I-rL �as336e IRRIGATION DETAILS. _ �I 1 za1-5696 \\Y Fax 661 14I -i69-0 11 i1 l � NOTE: REFER TO SHEET LS 1 FOR IRRIGATION SPECIFICATIONS. NOTE: NO UTILITY LINES SHALL CROSS THROUGH PLAYGROUND AREAS & EXERCISE [� AREAS. KEY MAP 40 14) am Im mw Imm 12" No �„ MATH LINE S6 1-4 m am mm m" an SIM 91111111,11m' mm ° �/ u�B _rQ/� t - 'to III 40 4 �� 1/z _7-� _ i1a �� A38 9.5 —__ L z 11Y4" 2 \ 24 a A26 >ii A39 37.8 1Y V `3/4 _2" F ¢ _ 41.6 A2 \_ �(t4) 1/4'• . �, 1„ / � a �/ �� - �1h �3/n� i �� 1 37 8 -- / - 1 i 37 8 82�8 „ 1h 2" 2 )161 14) 1 V4 �6) %r v\L�h) �— - F i 37.8 B27 .- 10.8 A2 I - 6 1 n n S & S HOMES OPTHE CEN'IRALCOASY, INC. Y � Q � U LIJ _j UL] LLI LL OPV T 01 wLu Q a m co A - �I d 1 1„ rl 2" 4L 10.8 A23 19.5 626 1�a \ 3).r- _., 1' 1 Iffy (14 1' 37.8 B25 1� / 2 29.0 A�'2 � a�,� _ T � 14� - _ 1Y„ � GRAYED VALVE F� 1 _ 37.8 B24 SYMBOLS ARE / Is ` h� I SHRUB VALVES, 1A A , / SEE SHEETS FLI a 7 N i E� �l °Y 3914".6 - i Xj DRAWING TITLE: 47.8/A21 ,�� _ r .5 UV - Da,� / IRRIGATION p, ,B21 252 28.1 A o � �'rl', l� I � 1yl' a i �2r 4 �I / 1/2" I B22 25.2 1._1. ea, -- i 1y., 14 2.1 4, , y 1v� , B23 39.51,x„ C 1.. ' I 111"2 v �> 1 TJ 1Yn" B219 37.8\<%� v J11 1" (14 44,4//B20 T, 4� --' — 20.3 i 4'L m mm I �-- ea a _ so LVA sm iIiim mm mm m gm m ma mm low m mm so an go No ls" ma ftmv��wjw\mm so Mal am ON MATCH LINE SHEET LI -1 01—wy O'.W111 Mlke McDonnell\appUelsYoael\lemp\HOPupllsp :16296LLo1-11D c KRIGA LION FEVLUwg Layout LI -3 0m03, 201e.426pm 1" PLAN a / % I � B7 37_8 i 1.N4uauip� 21. sr D ��Qyi i � y * olI nz61s I /I I �\ 9TE O1 vCAL�4�4� 1 •I = jraw No awo DATE: 40/4/2018 0 0 Z SCALE: 1:20 V=20'-0" DRAWN BY: MM 20' 0' 10' 20 40' JOB NUMBER: SHEET: LI -3 SHEET16 OF 32 BRIDLE CREEK PARK !�! 28.1 / 24.8 A26' I -- 1 2" ._ 41.6 A2�a r 2� r ' r , r ' r I r`� m IM r r� � I 4" I ]mw �* M GRAYED VALVE SYMBOLS ARE TREE BUBBLER AND TURF VALVES, SEE SHEETS LI -1, U-3, & LI -5 MATCH LINE SHEET LI -6 4 a.0 631 d�� / I I � 37.8 B29 v v - � I 37.8 B28 111 1 I � \ I I I I 37.8 B27 1 19.5 B26 7 37.8 B25 2 , 37.8/B24\ \ / 1 I - I / / 1 NOTE: REFER TO SHEET LI -7 AND LI -8 FOR IRRIGATION NOTES AND LEGEND, NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. NOTE: NO UTILITY LINES SHALL CROSS THROUGH PLAYGROUND AREAS & EXERCISE AREAS. eem � iar em awr rar em am eeae� er' am me era cele era err eir em am aear aaaa am 'ter ®a r®� ear � rrr �i \ \ \ 1 I I 1 I I \ \ 1 I I 11 1 \ I I 11 v O -.18'I / / i I / I / l I / 1 l �zT�rty B21 25.2 1y2' B22 25.2 �\ 1Y1' �xI / v1M v� _ im 39.5 U / i B19 44,4 B20 2"' f 2" � 1 l im m m m am m m m mm an rm xw No no mm m m am am m m m so m em rm im w p m wl OWN" im M M M !� MATCH LINE SHEET LI -2 0r jng'C'1Users\Mika McDonnelllappdalaYocaJ%lempl cPu00shT]3WLLDI-WUBD.IRRRIATIDN REV, u.g Layout Ll4 Npv 12, 201.,905am BAKERSFIELD �%- KEY MAP mi Im aa® aer m aare mw' m em are rear A39 37.8 2' / ! R 39.5 B 44.4 I / em M M mm d Z 1"=20-0" 20' D' 10 20' 40' Design©SCudios U a.cexsM1eUl tl, Call Poinia 9J]OU Fax fi fi I- 2 9 I- 5 U 1 J nen S&S S HOMES OI"CITE OFNIRAI. COAST, INC. Y � Q � U z V LLJ —J W w" 'a CL LL s oa o 4 oas U '< J — Y a o a � [D DO r z V Q ca V _ - 4 k � 0 0 k k ¢ at t ou aa�a� II DRAWING TITLE: II IRRIGATION PLAN -SHRUBS ool"be.�n,wls DATE: 10/4/2018 SCALE: 1:20 DRAWN BY: NIM JOB NUMBER: U-4 SFIEET17 OF 32 �ZA \. V A ZZ GRAYED VALVE SYMBOLS ARE SHRUB VALVES, \ 4 SEE SHEETS LI -2, LI -4, & LI -6 \ x \. /A30\28.5 ♦ 1 Yz" \ / ♦ v 4% / 1 " ♦ \ 1 \/ \ --- � �.D P° � � �— A31 35.8 A32 36.8 V / // //B40\37.8 2 �� �B39 16.9 2. J 2t-111 06 38 V � B 26.'21 11 11/4 �B 3 7 37 I1Y AV �l h � � r ItA r0 14.. 1.. 3,.. 37.8 B35 T. -- / r 31.0 HGJ� / I7� 4 29.0 A28 I 188 A2'9_ 1% I 4..1' d"� Olewlny[C:1UseniMA.e MCOcmlell\cVVJelAlcaalllolnp\ACPublish_102K0TDl WDBGRRIOVIONREVI Owg LayouC LI -5 Oc103, 2%B, 0 ]Opm \"(fa/ 25.2 B33 --- 1" r 1 7 r l 11 1 Q'% r M.. / - sm ism 1 'non lRR9\ 1" 1 6 mo gm on am mm No mg mm mm X" Ogg mm an - � r 16) MATCH LINE SHEET LI -3 NOTE: REFER TO SHEET LI -7 AND LI -8 FOR IRRIGATION NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. NOTE: NO UTILITY LINES SHALL CROSS THROUGH PLAYGROUND AREAS & EXERCISE AREAS. ,� A33 43.8 1Y2' A34 12.0 1Y2� A35�7 8 „2— 2 BAKERSFIELD KEY MAP \ �, A36 37.8 \ 2" / 1 �1 1.. v14�` 21, n S & S HOMES OF 111h CEN"1 RAL 6'OAS'C, INC. Y <Q \ W W©Q fy- LL v U w X80 -J . v <1a41 Y e 0 Q a E2 m ED KEY MAP \ �, A36 37.8 \ 2" / 1 �1 1.. v14�` 21, n S & S HOMES OF 111h CEN"1 RAL 6'OAS'C, INC. Y <Q W W©Q fy- LL v U w X80 -J . v <1a41 Y e 0 Q a E2 m ED DRAWING TITLE: IRRIGATION PLAN O. A 42.9 x [Y DATE: 10/4/2018 O V=1 Z SCALE: 1:20 \\1"=20'-0•. DRAWN BY: MM YO' 0 10' 20' 40' JOB NUMBER: SHEET: U-5 SHEET18 OF 32 BRIDLE CREEK PARK �.�,a/D . <1a41 1 DRAWING TITLE: IRRIGATION PLAN O. A 42.9 x [Y DATE: 10/4/2018 O V=1 Z SCALE: 1:20 \\1"=20'-0•. DRAWN BY: MM YO' 0 10' 20' 40' JOB NUMBER: SHEET: U-5 SHEET18 OF 32 BRIDLE CREEK PARK �.�,a/D 18.8 4 4 d'� g L .' Ll. serslMke McoonnaNaweemvocalvempwaPueiLsn V3U41L01-W68GIRRIGAiION REvtar,y L-1 utl L- le, eoln, n:osa�n NOTE: REFER TO SHEET LI -7 AND LI -8 FOR IRRIGATION NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-1 AND IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. NOTE: NO UTILITY LINES SHALL CROSS THROUGH PLAYGROUND AREAS & EXERCISE AREAS. GRAYED VALVE SYMBOLS ARE \ TREE BUBBLER AND TURF VALVES, \ SEE SHEETS LI -1, LI -3, &LI -5 \ X BAKERSFIELD Des ignStudios zzoz Bak¢r. fl el4 Lall�o ni la 9330tl v;%nc v61-[ -Su90 661-?01-� n n S & S HOMES Of I HeCEMRAt,conSI IN Y Q Q U a __J w Y (j)y U a�E`m Lu WY n6V 0 Q a` m m = a a� C k r o' o z 0 \ DRAWING TITLE: \ IRRIGATION V PLAN -SHRUBS /..A OGa6uv ��Y01tl ®� DATE: 10/4/2018 ' O i \ / �a �/ / \ \ �% SCALE: Y: 1 =20'0" DRAWN BBY: NIM �s.rd� `I / 20' 0 JOB NUMBER: SHEET: MATCH LINE SHEET LI -4 LEI -6 SHEET19 OF 32 BRIDLE GREEK PARD 7l -old I� = a a� C k r o' o z 0 \ DRAWING TITLE: \ IRRIGATION V PLAN -SHRUBS /..A OGa6uv ��Y01tl ®� DATE: 10/4/2018 ' O i \ / �a �/ / \ \ �% SCALE: Y: 1 =20'0" DRAWN BBY: NIM �s.rd� `I / 20' 0 JOB NUMBER: SHEET: MATCH LINE SHEET LI -4 LEI -6 SHEET19 OF 32 BRIDLE GREEK PARD 7l -old 71rawin1-C1-K-Mika Iuh 10280101"" BC aFOR IGAJ ION HEV 1.Jrz9 Layuut ll-' Oc108, 2018.420pm QTY PSI 12 30 Desty n�5tudios tleke rz 11 eld Call l",rr l.r 93308 5 30 32 30 S & S HOMES 48 30 Or rJECENTRAL, COAST; INC. 2,410 30 86 30 50 11.1 57' 84 50 12.6 CRITICAL ANALYSIS IRRIGATION SCHEDULE GENERAL IRRIGATION NOTES CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES F QTYPSI GPM RADIU 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. Generated: 2018-03-05 11:37 SYMBOL MANUFACTURER/MODEUDESCRIPTION Y INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 45 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER, THEIR AGENT, ANDIOR THE LANDSCAPE ARCHITECT, z P.O.C. NUMBER: 01 4D 4P 0) RAIN BIRD 1806 -SAM -PRS 10 SERIES MPR 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR NO OVERSPRAY. LANDSCAPE Water Source Information: o T IT F TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED LOCATIONS OF UTILITIES, SfRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE ARCHITECT SHALL HAVE FINAL APPROVAL. Q ¢ a WIPER SEAL. 1/2" NET FEMALE THREADED INLET. WITH PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED. FLOW AVAILABLE m SEAL-A-MATIC CHECK VALVE, AND PRESSURE 48 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL Water Meter Size: 3" REGULATING. 3 THE CONTRAC FOR SHALL OB WAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. CHANGES IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES SHALL BEA "IR" . Flow Available: 22500 gpm MINIMUM 2 TIMES LARGER THAN THE IRRIGATION LINE. ALL SLEEVES CROSSING LOCATIONS WILL BE INDICATED BY CHISELING ON ��\ �) V RAIN BIRD 1806 -SAM -PRS 12 SERIES MPR 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM FILE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE FACE OF THE CONCRETE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. PRESSURE AVAILABLE c T N tp r TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 6. ALL SYSTEMS ARE DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN T DEVELOPER SHALL PROVIDE ELECTRICAL POWER'r0 THE CONTROLLERS LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN Static Pressure at POC: 95.00 psi WIPER SEAL. 1/2" NET FEMALE THREADED INLET. WITH PLANTING AREAS. DIAGRAMMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR Elevation Change: 5.00 ft SEAL-A-MATIC CHECK VALVE, AND PRESSURE FINAL CONNECTION. Service Line Size: 3 1/2" REGULATING. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST 8. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT Length of Service Line: 20.00 It THAT WERE NOT EVIDENT AT FILE TIME THESE PLANS HERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE A'T'TENTION OF THE LOCATIONS. Booster Pum pressure provided. 25.00 psi PP P RAIN BIRD 1806 -SAM -PRS 15 SERIES MPR W T OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD 9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES IN A STRONG BOX MODEL 22 -SS. VERIFY WITH C,O.B. PRIOR TO Pressure Available: 117.00 psi P p T N r r 0 TURF POP-UP WITH GO -MOLDED RAY 6.0" POP U SPRINKLER CHANGES DEEMED NECESSARY BY THE OWNER. INSTALLATION. INSTALL AS PER C.O.B. SPECIFICATIONS. ALE RE WIPER SEAL 112" NPT FEMALE THREADED INLET. WITH 10. QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE TO INSLALLALL DESIGN ANALYSIS SEAL-A-MATIC CHECK VALVE, AND PRESSURE 7 INSTALL ALL EQUIPMENT SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CI LY, 11. MATERIALS AS PER PLANS. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND Maximum Multi -valve Flow: 180.00 gpm REGULATING. COUNTY AND S'fATE REQUIREMENTS FOR BOTH EQUIPM EN'f AND INSTALLATION. BOXES, APPLIED ENGINEERING OR APPROVED EQUAL (PER C.O.B.). EACH BOX LID SHALL BE HEAT BRANDED. VERIFY WITH C.O.B FOR Flow Available at POC: 225.00 qpm EXACT CONFIGURATION. Residual Flow Available: 45.00 gpm 0 08FIE VAN 002HE-VAN RAIN BIRD 1806 -SAM -PRS ADJ 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVEN'FER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND THE SECOND (RED) WILL (' mNE VAN 015HE-VAN TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. BE A SPARE. ONE (BLUE) WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH C.O.B. Critical Station: A37 WIPER SEAL. 112" NPT FEMALE THREADED INLET. WITH 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO ROOT WATERING SYSTEMS PER TREE. VERIFY WT FH C.O.B. FOR EXACT Design Pressure: 50.00 psi SEAL-A-MATIC CHECK VALVE, AND PRESSURE 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. CONFIGURATIONS. Friction Loss: 3.38 psi REGULATING. 10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, 14. CON'rRACFOR SHALL PROVIDE AND INSTALL A SCHEDULE 80 PVC UNIONS AND BALL VALVE, FILE SAME SIZE AS THE VALVE, AT EACH Fittings Loss 0.33 psi TO BE THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WI fH CITY'S REPRESENTATIVE FOR EXACT VALVE LOCATION. VERIFY WITH C.O.B FOR EXACT CONFIGURATION. Elevation Loss: 0,00 psi LP m sz, cv RAIN BIRD 1804 -SAM -PRS W! HUNTER -PCN BUBBLER CONFIGURATION, 15. THE DEVELOPER SHALL BE RESPONSIBLE 'T FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOES Loss through Valve'. 4.80 psi 1401 1402 1404 1408 FLOOD BUBBLER, 4.0" POP-UP, FACTORY INSTALLED NOINTERFERE WITH THE INSTALLATION AND/ OR LOCATION OF'rHE IRRIGATION AND LANDSCAPE MATERIALS. 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH, 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED 16. CONTRACTOR SHALL PRESSURE TEST MAINLINE AT A MIN, OF 125 PSI FOR (2) HOURS. TO BE VERIFIED BY WITH C.O.B. Pressure Req. at Critical Station: 58.51 psi DRAIN CHECK VALVE. AREAS TO BE INS TALLED IN A MIN, 2" SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES'rO BE INSTALLED WTFH SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN A VALVE BOX & CITY'S APPROVAL. SPLICES SHALL BE IN A VALVE Loss for Fittings: 0.53 psi A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING, SLEEVE BOX. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE LOCATION. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICE, Loss for Main Line: 5.30 psi . D 1P T RAIN BIRD RWS-B-C CROSSINGS SHALL BE MARKED ON FACE OF CURB BY ENGRAVING 'IR'. VALVES, & CONTROLLER LOCATIONS. Loss for POC to Valve Elevation: 0.00 psi 1401 1402 1404 1408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36,0" 17. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD OBSTRUCTIONS, Loss for Backflow: 12.42 psi LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN'rHE DESIGN. Loss for Master Valve: 16.30 psi AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. ANY OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT UP TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND Loss for Water Meter: 7.23 psi INDICATED: 1401 0,25 GPM, 1402 (15 GPM, 14041.0 GPM, PARKS DEPARTMENT IN WRITING. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL Critical Station Pressure at POC: 100.29 psi 1408 2.0 GPM. WITH SOCK. 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON. THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT RESPONSIBILITY FOR ANY REVISIONS NECESSARY A'r NO EXPENSE TO THE OWNER. OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR Pressure Available: 117.00 si ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS Re5idUal Pressure Available: 16.71 psi UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. VALVE SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING .1 5, RAIN BIRD 5006 -SS, FC -SAM -R IRRIGATION TOA MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI - PSI (a� POC V 400 " L4 1 TURF ROTOR, 6.0" POP-UP, STAINLESS STEEL. Al RAIN BIRD FEB 1-1/2" BUBBLER 19.25 66.0 30 34.73 71.25 A2 RAIN BIRD FEB 2" BUBBLER 29.25 30 4" MASTER VALVE AND 3" FLOW SENSOR COMBO, 4" MASTER VALVE AND ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL A3 RAIN BIRD PER 1-1/2'' TURF ROTOR 32.00 1460 146.5 50 57,81 57.81 94.92 PURCHASED FROM KERN TURF SUPPLY. MASTER VALVE NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, PRESSURE EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO A4 RAIN BIRD FEB 1-1/2" TURF ROTOR 24.60 152.0 50 57.51 94.66 AND FLOW SENSOR WIRE TO BE INSTALLED IS A T'-1-1/2" REGULATING. COMMENCING WORK. A5 RAIN BIRD PER 2" BUBBLER 29.75 215.6 30 36.69 74.25 CONDUIT FROM THE VALVE BOXESTO IRRIGATION 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. A6 RAIN BIRD PEB 1-1/2" BUBBLER 9.50 230.3 30 36.61 74.26 CONTROLLER. SEE C.O.B. REPRESENTATIVE FOR EXACT X04) RAIN BIRD 8005 -SS CONFIRM PROPER CONTROLLER OPERAHON AND INSTALLATION WITH OWNER'S AU THORIZED REPRESENTATIVE PRIOR TO COMMENCING A7 RAIN BIRD PEB 1-1/2" TURF SPRAY 25.00 279.3 30 37.71 75.64 CONFIGURATION. FLOW SENSOR WIRE PAIGE SPEC#7162 TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, WORK AND UPON COMPLETION OF WORK. AS RAIN BIRD PER 1-1/2" TURF SPRAY 17.78 283.9 30 37.27 75.22 D -A, 16 AWG 11 PAIR. STANDARD NOZZLE, WITH SEAL-A-MATIC CHECK VALVE, A9 RAIN BIRD PEB 2" BUBBLER 35.50 350.9 -30 36.58 74.87 ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS A10 RAIN BIRD PER 1-1/2" TURF ROTOR 15.20 437.2 50 59.00 (BFt FEBCO 825Y 1" .I FULL -CIRCLE. 1" (26/34) NET FEMALE THREADED INLET. AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO All RAIN BIRD PEB 2" TURF ROTOR 41.80 442.3 50 59.61 REDUCED PRESSURE BACKFLOW PREVENTER EXTENDED RADIUS IS IDEAL FOR LARGE TURF LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS Al2 RAIN BIRD PEB 1-1/2" TURF ROTOR 34.20 447.'1 50 58.54 APPLICATIONS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORKAND PRIOR TO COMMENCING WORK. A13 RAIN BIRD PER 1-1/2" BUBBLER 37.75 452.4 30 35.03 73.76 (OF) FEBCO 825YD 3" 1 A14 RAIN BIRD PEB 1-1/2" BUBBLER 37.50 460.7 30 35.55 4') 74.32 REDUCED PRESSURE BACKFLOW PREVENTER TP RAIN BIRD 8005 -SS 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPILE TE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTEDA1 RAIN BIRD PEB 2" TURF ROTOR 49.00 723.4 50 58.23 97.68 TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, 8Y THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND A166 RAIN BIRD FEB 2" TURF ROTOR 43.40 728.4 50 59.66 ERAIN BIRD ESP -40 SAT CONTROLLER 1 STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR ED COMMENCING WORK. A17 RAIN BIRD PEB 1-1/2" TURF SPRAY 28.42 734.2 30 38.01 77.48 WITH MAXICOM CCU -28 CHANNEL, PT322 PULSE ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING A18 RAIN BIRD PEB 2" TURF ROTOR 37.80 739.9 50 58.69 98.07 TRANSMITTER, RB9M51300 DECODER SENSOR, FULL -CIRCLE. 1" (26/34) NET FEMALE THREADED INLET. 19 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION ALL EXISTING UTILITIES PRIOR BIDDING WORK AND AGAIN PRIOR TO A19 RAIN BIRD PER 1-1/2" BUBBLER 19.75 789.2 30 36.01 75,55 RB91051200 DECODER SENSOR, & GROUNDING KIT. EXTENDED RADIUS IS IDEAL FOR LARGE TURF COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTEE D AND DELIVERED TO OWNER'S REEPP RESENTATIVE, APPLICATIONS. A20 RAIN BIRD PEB 1-112" TURF SPRAY 28.11 881.2 30 37.06 76.67 CONTACT ANTHONY @LANCO AT KERN TURF SUPPLY FOR 20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS A21 RAIN BIRD PEB 2" TURF ROTOR 47.80 886.5 50 57.58 97.19 CONTROLLER SPECIFIACTIONS AND PURCHASE THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. A22 RAIN BIRD PEB 1-1/2" BUBBLER 29.00 965,6 30 34.41 74.04 �Bf RAIN BIRD 8005 -SS A23 RAIN BIRD PEB 1-1/2" TURF ROTOR 10.78 1,001 45 50.48 90.11 © RAIN BIRD ESP -40 SAT CONTROLLER 1 TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, 21 EXISTING IRRIGATION IN ADJACENTAREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CON TRACTOR SHALL VERIFY THE EXTENT OFA24 RAIN BIRD PEB 1-1 /2" TURF ROTOR 10.78 1,005 45 51.46 91.09 WITH MAXICOM CCU -28 CHANNEL, PT322 PULSE STANDARD NOZZLE. WITH SEAL -A-MATIC CHECK VALVE, THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF A25 RAIN BIRD PEB 2" TURF ROTOR- 41.60 1,085 50 57.69 97.27 TRANSMITTER, RB9M51300 DECODER SENSOR, ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING NECESSARY. A26 RAIN BIRD PEB 1-1/2" TURF ROTOR 24.80 1,091 50 57.66 97.23 RB9M51200 DECODER SENSOR, & GROUNDING KIT. FULL -CIRCLE. 1" (26/34) NET FEMALE THREADED INLET. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMEN T DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL A27 RAIN BIRD FEB 1-1/2" TURF SPRAY 18.75 1,164 30 35.40 74.90 CONTACT ANTHONY BLANCO AT KERN TURF SUPPLY FOR EXTENDED RADIUS IS IDEAL FOR LARGE TURF REPLACE WITH SAME MANUFACTURER AND MODEL A28 RAIN BIRD PEB 1-1/2" BUBBLER 29.00 1,195 30 35.87 75.33 CONTROLLER SPECIFIACTIONS AND PURCHASE APPLICATIONS, 23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE ORADJUSTMENTS A29 RAIN BIRD PEB 2" TURF SPRAY 31.04 1,210 30 38.91 78.35 REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL A30 RAIN BIRD FEB 1-1/2" BUBBLER 28.50 1,533 30 38.51 81.69 © RAIN BIRD VERTICAL MULTI -STAGE PUMP (12 1 J RAIN BIRD 8005 -SS DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO A31 RAIN BIRD PEB 1-1/2" BUBBLER 35.75 1,615 30 34.59 77.66 7.5 HP, UP TO 120 PSI (8.1 BAR), UP TO 235 GPM TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO A32 RAIN BIRD PEB 1-1/2" BUBBLER 36.75 1,664 30 34.64 77.59 (1.8-2T2M3/H). 208-230V, '1 -PHASE. VERTICAL STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY - A33 RAIN BIRD FEB 1-1/2" BUBBLER 43.75. 1,730 30 39.46 � PUMP, WITH 2" INLET/OUTLET. CONCRETE ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING DISCREPANCIES PRIOR TO COMMENCING WORK. A34 RAIN BIRD FEB 1-1/2" BUBBLER 12.00 1,753 30 39.64 82.19 SLAB DIMENSIONS 65"X49". CONTACT KERN TURF SLAB DIMENSIONS FULL -CIRCLE. 1" (26/34) NPT FEMALE THREADED INLET. 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING A35 RAIN BIRD FEB 2" TURF ROTOR 37.80 1,823 50 56.21 98.29 AND/OR JIM BOWERS AT RAIN BIRD (661) 886-4205. R.B. EXTENDED RADIUS IS IDEAL FOR LARGE TURF IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, A36 RAIN BIRD FEB 2" TURF ROTOR 37.80 1,854 50 56.68 98.45 QUOTE #CVM042418 E01A. INCLUDE A AMTROL 53 GALLON APPLICATIONS. CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY A38 RAIN BIRD FEB 2" TURF ROTOR 42.90 808.7 50 58.52 99.76 EXPANSION BLADDER TANK, MODEL #ST -80V -C n` INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID A39 RAIN BIRD FEB 2" TURF ROTOR 39.50 749.6 50 57.60 98.27 j �' RAIN BIRD 8005 -SS SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND A41 RAIN BIRD FEB 2" TURF ROTOR 37.80 50 56.21 ( 96.56 �i EZ-FLO FERTILIZING SYSTEMS EZ025-HC 1 TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL A41 RAIN BIRD PEB 2" BUBBLER 44.25 531 0 631,0 30 40.79 80.29 ONE METERING SYSTEM FEEDS ALL ZONES, DRIP OR STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 31 RAIN BIRD FEB 2" BUBBLER 33.50 140.1 30 36.76 74.13 SPRINKLER. USED FOR LARGER LANDSCAPES, PARKS, ADJUSTABLE 50-330 ARC, AND 360 NONREVERSING B2 RAIN BIRD PEB 1-1/2" TURF ROTOR 28.40 148.6 50 59,48 96,04 SPORTS FIELDS, AND GROWER APPLICATIONS. INSTALL FEMALE THREADED INLET. FULL -CIRCLE. 1" (26!34) NPTIDEAL 25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM FROM OWNER'S AUTHORIZED 83 RAIN BIRD FES 1-1 /2" TURF ROTOR 19.00 156.6 50 56.38 92.95 DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER EXTENDED RADIUS IS IDEAL FOR LARGE TURF ONNELTS REPRESENTATIVE PRIOR TO COMMENDING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION 34 RAIN BIRD FEB 1-1/2" TURF ROTOR 33.20 186.5 50 58.10 94.72 THE BACK FLOW PREVENTER. TANK CAPACITY: 25 APPLICATIONS. SYSTEMS AFFECTED FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR COMMENCING WORK. ALL LABOR AND MATERIALS GALLONS. AD REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS T B5 RAIN BIRD PES 1" BUBBLER 14.00 254.6 30 33.16 69.91 16` \� RAIN BIRD 8005 -SS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE B6 RAIN BIRD PEB 1-1/2" TURF SPRAY 21.59 281.8 30 34,86 71.66 ,�-� TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, EXISTING ADJACENT IRRIGATION SYSTEMS, B7 RAIN BIRD FEB 2" TURF ROTOR 37.80 440,4 50 57,22 94.79`L41 - V.I.T. STRONG BOX SBBO-45SS 2 B8 RAIN BIRD PEB 1-1/2" TURF ROTOR 25.20 448.1 50 57.99 95.63 STRONG BOX SMOOTH TOUCH STAINLESS STEEL STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, 26 ALL EQUIPMENT LOCA LIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT 89 RAIN BIRD FEB 2" TURF ROTOR 44.40 486,4 50 57,27 95.30 ENCLOSURE, WITH STRONG BOX POLAR BLANKET. ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT BID RAIN BIRD PER 2" TURF ROTOR 3950 518.2 50 57,04 95.39 FULL -CIRCLE. 1" (26134) NPT FEMALE THREADED INLET. SHALL BE INSTALLED WI THOU TAPPROVAL OF LAYOUT. 811 RAIN BIRD PEB 1-112" TURF ROTOR 33.40 446.1 50 55.94 93.13 E1 ELECTRICAL PEDESTAL 1 EXTENDED RADIUS IS IDEAL FOR LARGE TURF B12 RAIN BIRD PEB 2" TURF ROTOR 44.40 496.8 50 56,54 93.85 PER DEVELOPER APPLICATIONS. 27 CONTRACTOR SHALL RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, B13 RAIN BIRD PEB 2" TURF ROTOR 23.40 501 A 50 58.17 -\ INCLUDING IM ELECTRICAL WIRES, CONDUI REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND NOT LIMITED M R.C.M. CONTROL 314 RAIN BIRD PEB 2" TURF ROTOR 35.50 506.5 50 59.81 97.15 � WATER METER 3" 1 PI Bi � RAIN BIRD 8005 -SS SHA RUTH, LOCATIONS SHALL BE CONFIRMED WITFI OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WITH O TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, 815 RAIN BIRD PER 1-1/2" BUBBLER 30.50 521.3 30 34.52 71.90 28 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% 816 RAIN BIRD FEB 2" TURF ROTOR 37.80 526.5 50 56.50 93.89 -----'-- IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 25,419 L.F. STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON -REVERSING HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WI FH B17 RAIN BIRD PEB 2" TURF ROTOR 37.80 531.6 50 58.34 95,75 FULL -CIRCLE, 1"(26/34) NET FEMALE THREADED INLET. OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. B18 RAIN BIRD PER 1-1/2" BUBBLER 20.25 556.8 30 34.89 72.37 - IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 3,871 L.F. B19 RAIN BIRD FEB 2" TURF ROTOR 37.80 617.7 50 5249 95.13 4" DIA. GASKET PIPE WO LEEMCO LMV SERIES FITTINGS & EXTENDED RADIUS IS IDEAL FOR LARGE TURF 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER " RESTRAINTS PER MANUFACTURER'S APPLICATIONS. RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE B20 RAIN BIRD PEB 2 TURF ROTOR 44.40 622.2 50 56.13 93.79 PRIOR TO COMMENCING WORK. B21 RAIN BIRD FEB 1-112" TURF ROTOR 25.20 713.3 50 58.80 96.71 RECOMMENDATIONS B22 RAIN BIRD FEB 1-112" TURF ROTOR 25.20 718.8 50 57.34 95.27 30 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW B23 RAIN BIRD FEB 2" TURF ROTOR 39.50 723.5 50 58.57 96.52 - - - - - PIPE SLEEVE: PVC SCHEDULE 40 253.6 L.F. SYMBOL MANUFACTURERIMODELIDESCRIPTION WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. B24 RAIN BIRD FEB 2" TURF ROTOR 37.80 742.5 50 56.69 94.69 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE " B25 RAIN BIRD FEB 2" TURF ROTOR 37.80 7704 50 56.18 94.26 SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND Cyt RD FEB RAIN IN BIRD 31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH , T PLASTIC INDUSTRIAL VALVES. LOW FLOW CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 326 RAIN BIRD PEB 1" BUBBLER 1950, 803.6 30 35.25 73.43 SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES OPERATING CAPABILITY, GLOBE CONFIGURATION. 827 RAIN BIRD FEB 2" TURF ROTOR 37.80 816.8 50 56.78 94.99 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE B28 RAIN BIRD FEB 2" TURF ROTOR 37.80 827.9 50 56.91 95.16 BEYOND EDGES OF PAVING OR CONSTRUCTION. DUE CONSTRUCTION SHALL REPAIRED IMMEDIATELY TALL LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT ❑ RAIN BIRD 44 -LRC RI A TR CTION MATERIAL ANDlOR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT, B30 RAIN BIRD PEB 2" TURF ROTOR 37.80 50 58.25 95.59 varve cau 1" BRASS QUICK -COUPLING VALVE, WITH 33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. B30 931 RAIN BIRD PEB RAIN BIRD PEB 2" 1" TURF ROTOR BUBBLER 42.90 18.00 913.6 913 8 930.3 50 30 57.02 34.11 95.50 -- 72.64 �� ' --- vama Number Va CORROSION -RESISTANT STAINLESS STEEL SPRING, CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AU THORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND B33 RAIN BIRD PER 1-1/2" TURF ROTOR 25.20 946.3 50 55.84 # \ #.- 94.41 --- - varve Flow LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE UPON COMPLETION OF WORK NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION # "% - -- - - - vameslre BODY. SHALL MAINTAINED FOR EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL 835 RAIN BIRD PEB 2" TURF ROTOR 37.80 1,023 50 56.41 95.17 -.. --. IN RAMMED WATERING MAIN -FAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. B3 RAIN BIRD PEB 1-1/2" TURF ROTOR 28.00 1,066 50 5.34 95.21 11 LEEMCO LMV-44BB B37 RAIN BIRD PEB 1-1/2" TURF ROTOR 37.80 1,071 50 555.91 94.80 4" X 4" _MV -BB SERIES MAINLINE GATE VALVE. THE BELL B388 RAIN BIRD PEB 1-1/2" TURF ROTOR 26.20 1,077 50 56.06 94.95 X BELL VERSION PROVIDES IN-LINE ISOLATION WHERE B39 RAIN BIRD PEB 1" TURF ROTOR 16.10 1,113 50 54.86 93.84 THE LOCATION IS NOT NEAR A MAINLINE DUCTILE IRON B40 RAIN BIRD PEB 1-1/2" TURF ROTOR 37.80 1,132 50 56.71 95.73 FITTING. Common Wire 3,871 71rawin1-C1-K-Mika Iuh 10280101"" BC aFOR IGAJ ION HEV 1.Jrz9 Layuut ll-' Oc108, 2018.420pm QTY PSI 12 30 Desty n�5tudios tleke rz 11 eld Call l",rr l.r 93308 5 30 32 30 S & S HOMES 48 30 Or rJECENTRAL, COAST; INC. 2,410 30 86 30 20 50 5.60 45' m 14 50 6.60 49' u _-_--- - o? a?= S e m a 2 50 11.1 57' 84 50 12.6 59' W W "J F QTYPSI GPM RADIU W .63 Y 14 45 1.54 35' C) 6 m z ww e _J Y 0 Q ¢ a 00 m 48 50 3.80 39' 20 50 5.60 45' m 14 50 6.60 49' u _-_--- - o? a?= S e m a 2 50 11.1 57' 84 50 12.6 59' 11 50 14.3 61' 1 50 16.1 63' QTY 78 35 11 DRAWING TITLE: IRRIGATION LEGEND AND NOTES DATE: 10/4/2018 SCALE: NA DRAWN BY: nim JOB NUMBER: SHEET: LI -7 SHEET20OF 32 BRIDLE GREEK PARK F z 4 0 DRAWING TITLE: IRRIGATION LEGEND AND NOTES DATE: 10/4/2018 SCALE: NA DRAWN BY: nim JOB NUMBER: SHEET: LI -7 SHEET20OF 32 BRIDLE GREEK PARK Site Information Site Information Site Name -} ORIOLE CREEK PARK CONTROLLER 'O' Site Name -> ORIOLE CREEK PARK CONTROLLER W $fte Type Commercial I site'rype->j Commercial Annual Eta (Inches/yr) -}. 52.4 Annual Eta (inches/yr) -) 52.4 Hydrazone ar Low Irrigation Irrigation 7,75 Hydrazone B3 Estimated Hydrozone or 1 Irrigation Irrigation 132,031 Hydrazone 0.3 Estimated Planting. Plant Factor (PF) 179 .5,$24 ETAF (PF/IE) 0.004265373 ETAF x Area Total Water Planting Plant Factor (PFJ 109,71211 A30 ETAF (PF/IE) Law x Area F Total Water Description 6,813 Method Efficiency (IE) I Area (sgft•) 4.125 Use (gal./yr.) Description if A31 Method Efficiency (IE) I Drip 1 0.81 1 0.4 Area (sgft•)ETAF 1 218 Use (gal./yr.) Regular Landscape Areas Regular Landscape Areas 81 0.3 Low Drip 0.81 0.4 536 199 6,4491 Al 0.3 Low Drip 0,81 0.4 308 114 3,706 86. 0.3 Low Drip 0.81 0.4 224 83. 2,695 A2 0.3 Low Drip 0.81 0,4 456 169 5,487 B11 0.3 Low Drip 0.81. 0.4 488 181 5,872 AS 0.3 Low Drip 0.81 0.4 476 176 5,728 B12 0.3 Low Drip 0.81 0.4 324 120 3,894 A6 0.5 Mod./Ave. Drip 0.81 0.6 408 252 8,182 B22 0.3 Low Drip 0.81 0.4 308 114 3,706 A8 0.3 Low Drip 0.81 0.4 568 210 6,835 827 03 LOW Drip 0.81 0.4 284 105 31,417 A13 0.3 Law Drip 0.81 0.4 604 224 7,268 B33 0.3 Low Drip 0.81 0A 136 50 1,636 A14 0.3 Low Drip 0.81 0.4 600 222 7,220 SUBTOTAL4 0.3 1 ' Low B2 1,289 Total Area 1 1,120 7,720 250.807 A2$ 03 Low Drip U:81 0.4 472 7,75 5,679 B3 Y 4322 1 4,064 4;064 132,031 A29 0.3 Low prlp 0,81 D•4 484 179 .5,$24 B4 0.004265373 MW 1 3,377 3,377 109,71211 A30 1 0.3 Law Orip 0.81 1 0.4 1 572 1 ..212 6,813 R5 I I I I I 1 1 4.125 1 4.125 1 134.013 if A31 1 0.3 1 Low I Drip 1 0.81 1 0.4 1 588 1 218 7,075 f R10 I I I I I 1 1 6.379 1 6.379 1 207.24111 A3 I I I I I 1 1 3,645 1 3,645 1 113,4191 Landscape Areas Total ETAF x Area 1,289 Total Area 3,008 Average ETAF 0.43 scape Areas Average ETAF - 0A0 Total ETAF x Area 180,914 Total Area 182,633 D-in,-MlAk.MOO.-IlAap,1.1.1lo V jjipl ;Pd11aR_ I U2W%LDl-WCBC RRICAHON REV dV9 Carol L8 OcL03101G. 43opn1 1 720 1 meets MA WArequirement.. ;e ETAF meets requirement for this site type. 4oped July 27, 2015. is for estimating purposes only. A34 A37 71 Bets MAWA requirement. ETAF meets requirement for this site type. ulutor developed July 27, 2015. calculator is for estimating purposes only. LANDSCAPE ZONE OR IRRIGATION %OF LANDSCAPE AREA VALVE METHOD AREA (SO. FT.) AREA LW Regular Landscape Areas A2 Total ETAF x Area 2,812 456 Total Area 7,112 - MW Average ETAF - 0A0 A3 All Landscape Areas 3645 Total ETAF x Area 91;354 MW Total Area 95,654 A4 Y 71 Bets MAWA requirement. ETAF meets requirement for this site type. ulutor developed July 27, 2015. calculator is for estimating purposes only. LANDSCAPE ZONE OR IRRIGATION %OF LANDSCAPE AREA VALVE METHOD AREA (SO. FT.) AREA LW NO A2 SB 456 0.004767182 MW YES A3 Y 3645 0.038106091 MW YES A4 Y 4322 0.045183683 LW NO A5 SB 476 0.004976269 MW NO A6 TB 408 0.004265373 MW YES A7 Y 2338 0.024442261 LW NO A8 SB 568 0.005938068 MW YES A9 Y 1453 0.015190165 MW YES A10 Y 1920 0.020072344 MW YES All Y 5780 0.060426119 MW YES Al2 Y 3486 0.03644385 LW NO A13 SB 604 0.006314425 LW NO A14 SB 600 0.006272608 MW YES A15 R 5177 0.054122149 MW YES A16 R 6253 0.065371025 MW YES A17 R 2694 0.028164008 MW YES A18 R 5770 0.060321576 LW NO A19 SB 316 0.003303573 MW YES A20 Y 3147 0.032899826 MW YES A21 R 2763 0.028885358 LW NO A22 SB 464 0.004850816 MW NO A23 TB 312 0.003261756 MW YES A24 Y 2145 0.022424572 MW YES A25 Y 4366 0.045643674 MW YES A26 R 5542 0.057937985 MW YES A27 Y 2898 0.030296694 LW NO A28 SB 472 0.004934451 LW NO A29 SB 484 0.005059903 LW NO A30 SB 572 0.005979886 LW NO A31 SB 588 0.006147155 LW NO A32 SB 484 0.005059903 MW YES A33 R 6267 0.065517386 MW YES A34 R 7868 0.082254793 MW YES A35 Y 1920 0.020072344 MW YES A36 Y 3657 0.038231543 MW YES A37 Y 1718 0.017960566 MW YES A38 R 3413 0.035680682 MW YES B34 95654 5798 " Hydrozone IRRIGATION METHODS HW = High Water Use Plants TB = TREE BUBBLERS MW = Medium Water Use Plants SB = SHRUB BUBBLERS LW = Low Water Use Plants R = ROTORS Y = ROTARY ,.1 %��w�u,� IAI!•/'IAAI IITII\A1 Td01 C !/AITp/11 1 Cp Ipl LANDSCAPE ZONE OR IRRIGATION %OF LANDSCAPE AREA VALVE METHOD AREA (SO. FT.) AREA MW YES B2 R 7720 0.042270564 MW YES B3 R 4064 0.022252276 `L MW YES B4 R 3377 0.018490634 MW YES B5 R 4125 0.02258628 LW NO B6 SB 224 0.001226503 LL1 MW YES B7 Y 4020 0.022011356 U MW YES B8 R 6371 0.034884167 MW YES B9 R 4258 0.023314516 MW YES B10 R 6379 0.03492797 m LW NO B11 SB 488 0.002672025 LW NO B12 SB 324 0.00177405 MW YES 613 R 3385 0.018534438 MW YES B14 R 5190 0.028417646 MW YES 815 R 7045 0.038574628 MW YES B16 R 13078 0.071608088 MW YES B17 R 4315 0.023626617 MW YES B18 R 19836 0.108611259 MW YES B19 R 7488 0.041000257 MW YES 820 R 8043 0.044039139 MW YES 821 R 3402 0.018627521 LW NO B22 SB 308 0.001686442 MW YES B23 R 6578 0.036017587 MW YES B24 R 6680 0.036576084 MW YES B25 R 7778 0.042588141 MW YES B26 R 6070 0.033236053 LW NO B27 SB 284 0.00 1555031 MW YES B28 R 6025 0.032989657 MW YES 629 R 2816 0.0154189 MW YES B30 R 5842 0.031987647 MW YES B31 R 2430 0.013305372 MW YES B32 R 5720 0.031319641 MW NO B33 TB 136 0.000744663 MW YES B34 R 5798 0.031746727 MW YES B35 R 6354 0.034791084 MW YES B36 R 2594 0.014203348 LW NO 837 SB 708 0.003876627 MW YES B38 R 2844 0.015572213 182633 Hydrozone IRRIGATION METHODS HW = High Water Use Plants TB = "TREE BUBBLERS MW = Mediurn Water Use Plants SB = SHRUB BUBBLERS LW = Low Water Use Plants R = ROTORS Y = ROTARY D e s i 9 n�M S t u d i os k sF�eltl C o Y]30B n es za soso n n S & S HOMES or'um ccnTaa� wAS I, INlC. DRAWING TITLE: IRRIGATION CALCULATIONS o�mue�n. ewe DATE: 1 0/412 01 8 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: LI -8 SHEET21 OF 32 BROLE CREEK PARK -�,1,d-/D � Q `L U CL Y W LL1 E L U E � E LWL W d � m m DRAWING TITLE: IRRIGATION CALCULATIONS o�mue�n. ewe DATE: 1 0/412 01 8 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: LI -8 SHEET21 OF 32 BROLE CREEK PARK -�,1,d-/D G Z SII DRAWING TITLE: IRRIGATION CALCULATIONS o�mue�n. ewe DATE: 1 0/412 01 8 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: LI -8 SHEET21 OF 32 BROLE CREEK PARK -�,1,d-/D G Z DRAWING TITLE: IRRIGATION CALCULATIONS o�mue�n. ewe DATE: 1 0/412 01 8 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: LI -8 SHEET21 OF 32 BROLE CREEK PARK -�,1,d-/D NOTE: REFER TO SHEET LP -4 FOR PLANTING NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-3 FOR PLANTING DETAILS, NOTE: REFER TO SHEET LS -1 FOR PLANTING SPECIFICATIONS. MATCH LINE SHEET LP -2 �-'",kip q '' w rl ®Ir ®1® 'i �w SII ®!r rel a wr-rp r•/ IA•.r�r , \ _./'.../,�U-�Q�'��, U(;���-��) r J`v _I'�l� �l\� i.' sail F'(�' 1 rel1 ®' �^ ®1 1� Ilt� ®� �I /•�� \ �,(JG .'IY(r _ ,\ �f=i • �1 DO•. O_ ! \ � �- ° _ _ �"—�-•.-� � � rte' � �: 00( f -a• ` tu .�. _+-'" a •G' , i Xyl �� _ � % .: ' • � ... T DC7 �O +2 X24 �(�(S�(D (D(D �o r�ii® '>•'I1 �, Y1� __ _ice+v`=(�` k7 b cDDr(D(D((DD�`�Q VISION TRIANGLE NO PLANTS TO EXCEED r'a��r,r �Jr �I/A HEIGHT _N v LLp Lu W UI Diawing'. UI Use„MM' 119 nien,app rPl calllemy,AUPubllsli trswwhWD8C-PuNrwcawg LWOLit: LP -1 N 12.IDItl,401— %r, POC EQUIPMENT LOCATION, REFER TO IRRIGATION DETAILS KEY MAP-�---�- x O Z 20 0' 10' 20' 40' I � rred eae4„nria, caiieo,°i4 vrsoe Vh%ne 661-d4 -5090 Fa 661 -d41 -509J nnn S&SHOMES OF'CHE CEN"FRAL COAS"1', INCi Y Q d U LU -J "^ LL U oEi w W SU J Y S D Q a m m l ! O w i r 0 O �1 me Q 11 r 7 r1 r r r r r k k C i< r o r r 5 a r r ® rI r LL I (' r }, r Z r rl � r r o� r � r PLAN �o�PNDs�e q� S J 111 r �f CA1,AF��� DATE: '10/4/2018 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: SHEET: ----- - r SHEET220F 32 Q r � r � ®I r r r r ' r r r r1 r r r l r ! r -- VISION TRIANGLE NO PLANTS TO EXCEED r 36" HEIGHT 1 r r r r x O Z 20 0' 10' 20' 40' I � rred eae4„nria, caiieo,°i4 vrsoe Vh%ne 661-d4 -5090 Fa 661 -d41 -509J nnn S&SHOMES OF'CHE CEN"FRAL COAS"1', INCi Y Q d U LU -J "^ LL U oEi w W SU J Y S D Q a m m BRIDLE w me k k C o € 5 a DRAWING TITLE: PLANTING PLAN �o�PNDs�e q� S J ATF �f CA1,AF��� DATE: '10/4/2018 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: SHEET: ----- - LP -1 SHEET220F 32 BRIDLE c_n p MATCH LIN/E8SHEET LP -3 NOTE: REFER TO SHEET LP -4 FOR PLANTING NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-3 FOR PLANTING DETAILS. NOTE: REFER TO SHEET LS -1 FOR PLANTING SPECIFICATIONS. BAKERSFIEL D KEY MAP-----�- Or'ving C'Waers\Mlka McOeanalllappdata%toceNempUCPYbllsli 173041LDLWD BC PLMTINGJw9 Lay0Llt LP -2 Nov 12. 2015.9'.05am IJ )o 07 40 V=20'-0' 20' 0' 10' 20' 40' Desi9n�5 nldios Bake izn elq Call Lo rndn 93]oe vbane 49i- -,090 ra, esi.zn i -a 094 n. n S & S HOMES OFFIE CLN I RAL COAI f. INC. DRAWING TITLE: PLANTING PLAN GwL 5> �, z5I e DATE: 10/4/2018 SCALE: '1:20 DRAWN BY: MM k JOB NUMBER: z Q LP -2 d U W Lli LU yow e „ 0F� 4 EL n °a U _ E" W W W � b Q Q � m s m a DRAWING TITLE: PLANTING PLAN GwL 5> �, z5I e DATE: 10/4/2018 SCALE: '1:20 DRAWN BY: MM k JOB NUMBER: z LP -2 SFIEET 23OF 32 z b z s a w w 0 DRAWING TITLE: PLANTING PLAN GwL 5> �, z5I e DATE: 10/4/2018 SCALE: '1:20 DRAWN BY: MM JOB NUMBER: SHEET: LP -2 SFIEET 23OF 32 C, J> lo /* 4 0 I� i ♦� :15`2', � ♦♦ — �� ;Ti AI `I� v "-N/ ' /( �% �� _}tel _ ♦® 2111 -�- �/ q (�/ \ Y'/ ''/ �/ /, � ��+k lJ4'� (�t)�.� ♦ c r�� ♦ '� �I �s�i�Y �y u, ,il ,il-Yrs ��� ` q+;k ! � �� ♦ 71 ' /ti'✓ vvi_v��I` v - ('nye^ �� ��♦� ##♦ /• QU�-,;1',,;1',1,1'y,,I/ �. �/, .��°` ���� � ♦♦ a Tr P 02 ;I r vim; ;�, '/v� ' s � � , �� � °�O�o��' � --�� � � � r♦ LJ ROC RE�U- /I A/I �.� fr' i f ® ♦k ok i i • r m m r• Y,„✓, ./„ �� /�. ��r .... r ,m. MATCH LINE LP -2 v - MA SHEET P2 D gVlUsxn\N ke MVDannall\aVPba,llloc.11le ny,ACPi bIISM1 VaW1LDl-W➢-9C-PLMIfING rle,g - - - Dg 12 LP -3 PIOV 12, 2018, 9:05em NOTE: REFER TO SHEET LP -4 FOR PLANTING NOTES AND LEGEND. NOTE: REFER TO SHEETS IPD-3 FOR PLANTING DETAILS. NOTE: REFER TO SHEET LS -1 FOR PLANTING SPECIFICATIONS. BAKERSFIELD KEY MAP x H G7 L 1-20'-D" 20' D 10' 20' 40' Design@Studios 'k rsil/eIJ CI-- n° 9]JOtl r- ce us n n S & S HOMES Of If 6CLN"ORAL COAST, INC. Y SCALE: 1:20 DRAWN BY: MM JOB NUMBER: SHEET: LP -3 SHEET240F 32 a � o Lli LL 8.6 U o5. 9.5 W w a m¢ 0 m Go m 2 V V �9 n�N�n�N� DRAWING TITLE: PLANTING PLAN a,n, 4,20A DA"f E: 10/4/2018 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: SHEET: LP -3 SHEET240F 32 BRIDLE CREEK PARK GENERAL PLANTING NOTES 1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES W AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENTOF DAMAGES CAUSED BY CONTRACTOR. 5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. 6. PLANTING ACCESSORIES & MATERIAL: A. TREE HE CINCH TIE, BY VI . PRODUCTS, 800-729-1314 OR APPROVED EQUAL. B. TREE GUARD. 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL. C.FERFILIZER TABLETS: AGRIFORM 20-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. D. ROOT BARRIER: LINEAR 18"x20' ROLLS, OR APPROVED EQUAL. E. MULCH: 3" LAYER WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE -PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D, REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS SPECIFIED TO SITE -FOP SOIL. S. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJEC FED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE, B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLYAF HER INSFALLAHON. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. & PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUS TMENFS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE TFIE SPECIFIED PLAN T SPECIES IN THE CLAN H PES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 6 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER FABRIC WITH ROOT INHIBITING PELLE FS 18" DEEP ALL AROUND THE PLANT Pi r, WTfH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 3" DEEP WALK-ON BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK, REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES 1. PREMIUM QUALITY PLANT MATERIAL IS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WILL BE ANGEL TED FOR THIS PROJECT UNLESS IT MEETS OR EXCEEDS -HE UPPER END OF THE INDUSTRIES STANDARDS FOR THE SIZES SPECIFIED. ALL PLANT MATERIALS MUST BE OF EXCELLENT FORM, SIZE, HEALTH, AND CROWN DENSITY. ANY PLANTS FLAT DO NO'F MEET THIS STANDARD WILL BE REJECTED BY THE ARCHITECT OR THE CITY REPRESENTATIVE. 2. TREES SHALL BE STAKED AS PER THE DETAILS AND SPECIFICATION. 3. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS FROM ANY PLANT MATERIALS WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT, THE OWNER, AND THE CITY'S REPRESENTATIVE. 4. 'FILE DEVELOPER SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS, INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 5. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH C.O.B. STANDARD DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 6, ALL TREES SHALL BE PLACED BEHIND THE LINE OF SIGHT AS INDICATED ON THE PLANS. VERIFY WI FH THE C.O.B. OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 7. PRIOR TO THE FINAL C.O.B. ACCEPTANCE, THE CONTRACTOR SHALL APPLY PREEMERGENTWED CONTROL AS RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. CONTACT THE C.O.B. FOR VERIFICATION OF APPLICATION. 8. LANDSCAPE AREAS WITHOUT AN ADJACENT WALL AT REAR OF LANDSCAPE AREA SHALL IIAVE A CONCRETE MOW STRIP AT THE BACK OF THE LANDSCAPE AREA. REFER TO C O.B. STANDARD DETAIL. 9. CONTRACTOR SHALL INSTALL ON ALL LANDSCAPE AREAS A 3" LAYER OF MULCH: 3" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCTS WILL NOT BE ACCEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. 10. QUANTITIES ON THE LANDSCAPE LEGEND MAY NOT BE ACOURA FE; THE DEVELOPER SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER THE DESIGNED PLANS OR AS DIRECTED BY THE CITY'S REPRESENTATIVE. 11. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 12. ALL PLANT MATERIAL SHALL BE INSPECTED BY THE C.O.B. PRIOR TO PLANTING. CITY OF BAKERSFIELD MAINTENANCE PERIOD NOTES: 1. THE CONTRACTOR SI'IALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODEN TS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY-FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION & PARKS DEPARTMENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS (I. E. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) SEVEN DAYS, AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODEN T INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THA 'F'FILE TERMS FOR THE MAINTENANCE PERIOD AS S'TA'TED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE 'rERP41NATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPILE rELY MAIN WAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8, THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9.(3) THREE WEEKS PRIOR TO THE CONCLUSION OF -THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SI TE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND INA MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CON'rRACFOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A'rWELVE (12") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMI TED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SE T OF BLUE LINE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECF THE MAIN LINES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, (2) SE is OF 11 X 17 LAMINATED "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND'rW0 QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY, 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. rowlnq: CaUsorslMlk"McDonnell\app1abMGwlllempwePub llsii 1e280LL01-0J0.Be PLANTING. I, Layout, LP 4 G', 002019. 491pm PLANT SCHEDULE BRIDLE CREEK PARK- TREES ARK___ TRRREEESS�+/\� BOTANICAL NAME COMMON NAME CONT CAL WUCOLS QTY REMARKS `.Y LAGERSTROEMIA X'NATCHEZ' WHITE CRAPE MYRTLE 24"BOX MODERATE '22 DECIDUOUS PINUS ELDARICA AFGHAN PINE 24"BOX LOW 19 EVERGREEN rrr��� 4^.N' PISTACIA CHINENSIS KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 24"BOX LOW 16 DECIDUOUS y PLATANUS X ACERIFOLIA'COLUMBIA' LONDON PLANE TREE 24"BOX MODERATE 6 DECIDUOUS QUERCUS ENGLEMANNII ENGELMANN OAK 24"BOX LOW 6 EVERGREEN ULMUS PARVIFOLIA'TRUE GREEN' TRUE GREEN ELM 24"BOX MODERATE 46 EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME CONT WUCOLS QTY REMARKS ACACIA REDOLENS DESERT CARPET' TM BANK CATCLAW 1 GAL LOW 271 CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 142 DIANELLA REVOLUTA SPREADING FLAX LILY 1 GAL LOW F FESTUCA MAIREI ATLAS FESCUE 1 GAL LOW LANTANA MONTEVIDENSIS'YELLOW' TRAILING LANTANA 1 GAL LOW LEUCOPHYLLUM FRUTESCENS' COMPACTA' COMPACT TEXAS RANGER I CAL LOW LIGUSTRUM JAPONICUM'TEXANUM' WAX LEAF PRIVET 5 GAL LOW (� MUHLENBERGIACAPILLARIS'REGAL MIST'TM MUHLY 1GAL LOW �} MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 1 GAL LOW RHAPHIOLEPIS UMBELLATA' MINOR' YEDDA HAWTHORN 1 GAL LOW O ROSMARINUS OFFICINALIS'PROSTRATUS' DWARF ROSEMARY 1 GAL LOW GROUND COVERS BOTANICAL NAME COMMON NAME CONT WILCOLS HYDROSEED BERMUDA GRASS BERMUDA GRASS N/A MODERATE HULLED BERMUDAGRASS A vigorous, warm season grass which spreads by creeping stolons as well as rhizomes. It is a very prominent grass throughout the southwest. Counter berinuda exhibits medium texture and has a more open turf than improved varieties. file `Hulled' form has gone through an exu'a cleaning process that removes the sheath or hull from the seed. This increases the germination and establishment tine over unhulled. The `hulled' farm should be planted April through October. Features "Outstanding Heat & Drought Tolerance 'Excellent durability 'Vast growing during wane season -Medium- tine textured "Germinates quickly Benefits Lowest Water nulls of any Fort' grass *Ideal for high traffic areas "Rucovurs quickly tarn injury and wool 'Unilurm growth habit -Rapid establishment High Traffic Areas including: *Golf Courses -Sport fields -Cemeteries -Parks "Commercial Developments -High Traffic Residential Lawns Ideal for high traffic areas. "tolerates wide range of soil conditions. Avoid planting in shade arena, fill sun is ideal. As with all warm season grasses it goes dommmt in the winter months. New'I'urP 2-3 pounds per 1000 square feet (90-125 pounds per acre). Overseeding: 1-2 pounds per 1000 square feet (45-90 pounds per Imret. Fall overseed with Gmnd Slamb, peronnial rye grass ala rale of 8 - 10 1b. per 1000 square feet. 106 379 418 174 108 131 376 60 240 SPACING QTY REMARKS 267,435 SF AVAILABLE FROM STOVER SEED CO., SEED AT RATE SUGGESTED BY MANUFACTURER. Germination: I0-14 Days- with Proper Irrigation (longer in cooler weather) Establishment: 6-8 Weeks Best seeded April - October First Limited Use: two week after first mowing depending upon rate of establislunent. rill rm" In 1111:3� *Climate Conditions: All (Except for High Altitude) *Soils: Sandy to Heavy Clay Not good for extremely wet or shaded areas. *PH Range: 5.5 to 8.5 'Fertilization: 1 pound of actual nitrogen pot 1000 sq- ft.hnonlh during lire growing season (Apr -Oct). Use a balanced with a 7:2:1 ration of NPK. with sulphur. 'slaving Height I- 1 '/z inches. Remove thatch as needed. 100% Hulled Bermudngrass 98%minimum Parity 90% minimum Germination Copyright 2012 Stover Seed Company 6/12 Product page 2 m a o S 5 - 9z R R� a k o C C F - or F S t 8 0 or DRAWING TITLE: PLANTING LEGEND AND NOTES yN4Db trek q F ��� ' 9 5661) FY m * GeacLeer ID18 " Op CA1.�F°4 DATE: 10/4/2018 SCALE:NA DRAWN BY: Man JOB NUMBER: SHEET: LP -4 SHEET 25OF32 urcluac cncen rHrcn -7, l -gra Dfa-Wo 0 Wsa Wilihe Mc6onnelaappdalaU"calllenip�PnbGfli l029e191-W0. c0to)IL5 REPORr.tlwp Layout SHIN Cd 03.2018, 93l, January 13, 2017 Lab ID : SP 1700260-001 Landscape Development, tire. Customer ID 2-3766 28447 Witherspoon Parkway Sampled On : January 6, 2017 Valencia, CA 91355 Sampled By : Chris Received On :January 9, 2017 Depth N/A Description :Sample l ProJeet :Bridle Creek LANDSCAPE SOIL ANALYSIS 'rest Description Result Unitslinuan Range Graphical Results Presentation P g p 2-3766 Description Very Naodera191y Optimum NloWralaly Vary Prinmry Nutrients lvcrensing Problem Low Low S.M. Paulo, CA 93060 Wish Will b. Phosphorus (P205) Lime Requirement GYPSUM Iter uiremenl 0 Tons/AF < 0.50 Tons/AF Nitrate -Nitrogen 0.432 Lbs/100011 0.79-2.6 Phosphorus -P205 1.05 Lbs/1000£1 5.4 - 7.5 1 a g. Iron (Fe) TEL '.(500)T135816 Potassium -K,0 (Exch) 9.8 Lbs/IOOOft 82 - 49 7777777777771 m Moisture 13.0 % Potassium-K20 (So0 0.71 Lbs/1000fi 3.1 - 12 3S6 Very Mitt, FAX (630)343-3807 FAX:(805)783-2912 Secondary Nutrients ^><`as a WPMe a-: Saturation 27.3 % 40-50 Calcium (Exch) 326 Lbs/10901`1 210-280 Clay 1-oam la Orgavic Calcium (Sol) 7.38 Lbs/100011 3.3 - 14 OA ELAP Ctrd flcatlun No. 2175 Magnesium (Exch) 9.5 Lbs/IOOOft 2l - 42 Magnesium (Sol) 0.73 Lbs/1000ft 0.13 - 3.5 % Sodium (Exch) 3.2 Lbs/ IOOOtt 0.0-20 � Sodium (Sol) 2.96 Lbs/1000 0,0-20 7777= -,a Sulfate 9.92 Lbs/10008 4.0-92 7777777 p v Micro Nutrients I a t Zinc 0.239 Lbs/1000t1 0.093-41 77,tTT, 7m . Manganese 0.340 Lbs/100011 O.19-61 -d d 6 Iron 0.863 Lbs/ l000ft 0.73 - 6.8 0 Copper 0.0551 L1ds/t000ft 0.018-41 Boron 0.0349 Lbs/1000tt 0.026 - 0.14 W. Chloride 0.586 Lbs/t000ft 0,28- IS ""'• r CEC 18.9 met/too 14-35 rc % Base Saturation CCC Calcium 93.7 % 60-80 CEC - Magnesium 4.50 %p 10-20 CEC - Potassium 1.20 % 1.0-6.0 777T777 SOIL MANAGEMENT REPORT CEC - Sodium 0.799 % 0.0-5.0 .�s �",.� '•: CEC - Hydrogen < 1.00 % 0.0-3.0 a 1 k Gaoba.4,2vx onber36Eut. 7TP OF CAL�F�� DATE: 1of4/2018 strongly Nluclaawly Near NWdarulcly Strongly SMR -1 SHErT260F32 Acidic Aoldic Neldnd Alk,due Alkaline pit 8.07 --- 6.5 -7.5 FEEFEEE Goad ;�"� .tjCa, Yrublet t,Indies ptysiLul cmlUnio is and/ur phsnulugaulmd. set dtneul l+yul'u wus. riy. ALP Jammuy 13, 2017 Landscape Development, Inc. Lab ID :SP 1700260-001 Customer ID 2-3766 Description : Sample 1 LANDSCAPE SOIL ANALYSIS Test Description Result Units Dinimurn Range Graphical Results Presentation Other's Soil Salinity SAR Limestone 0.57 LIS/nh 0.9 0.9 % 0.0-2.0 0.0-6.0 0.0-0.50 Satisfactory Possible Yrpblein M9d,,Ca,, Prublan lvcrensing Problem tom./�sss: - S.M. Paulo, CA 93060 a. Nitrogen (N) Chi-, CA 95928eue b. Phosphorus (P205) Lime Requirement GYPSUM Iter uiremenl 0 Tons/AF < 0.50 Tons/AF --- --- u..h 1 2 s 4 s 1 a g. Iron (Fe) TEL '.(500)T135816 It. Copper (Cu) DEL '.(669)]649410 i. Boron (B) m Moisture 13.0 % 2.7 - 19 Very Moderately Optimum Low tow M.&Cd ly High Very Mitt, FAX (630)343-3807 FAX:(805)783-2912 FAX:(559)7348435 ^><`as a WPMe a-: Saturation 27.3 % 40-50 Luaoly Sourly Sand Lonln Luam Sill Loam Clay 1-oam la Orgavic CA ELAP C.,tuh-th-Na. 1513 CA ELAP Oerlifcetion N. 1963 OA ELAPCerfiM.Nbn Nu. 2670 OA ELAP Ctrd flcatlun No. 2175 CA ELAP Conillcaliml No. 2010 CooU 6 Problem[ Indilaten phYslaal candlumn a W/or phenulog wl nnd'nnendmzm ruluiremenls Now: SOIIa wiW yypxuln qulrenv:nu over In ruts should hcapplied i Codruritely 10 tuns per atry per ye l and rtotndoad ,tidy rI aach uppllcwion. Soil pH Bc Limestone levels are important to consider when making plant selections. Soil pH levels above 7.0 are not suitable For acid loving plants. Soils containing luneslone are not suitable for plants sensitive to Limestone. January 13, 2017 Lab ID : SP 1700260.001 Landscape Development, Inc. Customer 1D 2-3766 28447 Witherspoon Parkway Valencia, CA 91355 Recommendation for Bridle Creek The following report presents the results of analyses conducted on your soil. See page 4 for sample information and analyses results. The following recommendations are based upon the current conditions of the soil. All application recouuneridatlons are for each 1,000 square feet of growing area. Please be sure to read the standard application notes presented on page 3. I. Plaut Selection The Analyses of this soil indicates the following plant selection requirements: A. Select only non -acidic loving plants for this soil. B. Select only those plants that have it slight of greater tolerance to free limestone for planting at this site. II. Preplant Soil Amendments and Fertilizers A. 'Turf and Groundcover Apply per 1000 sq. ft. 2.00 cu. yds. 0,00 tbs. 25.00 lbs. Apply per 1000 sq. ft. 1.10 tbs, 3.50 lbs. 3.40 lbs. 0.00 lbs. 0.00 lbs. 0.00 lbs. 0.55 lbs. 0.03 lbs. 0.00 tbs. 553 Cmpo+alion Sure, 1. Soil Amendments 563E W&Avn a. Organic (Wett-composted) FRUIT GROWERS LABORATORY, INC. b. Limestone r-- (5 f:'3 u e, C. SVII Sulfurdti'�, SBI:KEB 963 E. LhNUAvunue Scott Bucy, Director o Ag. Services 2. Fertilizers S.M. Paulo, CA 93060 a. Nitrogen (N) Chi-, CA 95928eue b. Phosphorus (P205) VIeaIIa, CA 93291 C. Potassium (K20) d. Magnesium (Mg) 5E.M.n. CA 95215 e. Zinc (Zn) Sun We Oblspo. CA 93401 E Manganese (Mu) TEL isGT922000 g. Iron (Fe) TEL '.(500)T135816 It. Copper (Cu) DEL '.(669)]649410 i. Boron (B) Apply per 1000 sq. ft. 2.00 cu. yds. 0,00 tbs. 25.00 lbs. Apply per 1000 sq. ft. 1.10 tbs, 3.50 lbs. 3.40 lbs. 0.00 lbs. 0.00 lbs. 0.00 lbs. 0.55 lbs. 0.03 lbs. 0.00 tbs. 553 Cmpo+alion Sure, 2500 eln9eco vin flood 563E W&Avn 3442 Enpre a U,Ive Suite U 9415 W. Goebun Aveoub 3. Commercial Fertilizer (15-15-15) B.Sf Curymuliun Strand 2500 StAgec acM1 Ruud 963 E. LhNUAvunue 3442 Enryrusa Onvu, Sullu O 9415 W. Goenen Avenua S.M. Paulo, CA 93060 Slucklun, CA 952' 15 Chi-, CA 95928eue Gan LU IS QII CA 90401 VIeaIIa, CA 93291 yd. 8anla Paulo. CA 9306U 5E.M.n. CA 95215 Chico, GA 95926 Sun We Oblspo. CA 93401 V1e-alla, CA U3291 TEL isGT922000 TEL,(20B)U4&0182 TEL '.(500)T135816 TEL:(605p6'}2940 DEL '.(669)]649410 m m TEL(805)392-2000 TEL (209042-0182 TEL: (fiO4rr3' at6t1ID TEL:(OOSp60.2940 TEL:(55IS724-94y0 Env FAX: (805)325�4171/Ad FA (805)392-2063 FAX'.(200)942-0423 FAX (630)343-3807 FAX:(805)783-2912 FAX:(559)7348435 Env FAX:(uUu'2S4V21A FAX: UOv J9L2063 )u 0 ( ) FAX' 2099420423 ( I FAX: 5393 J' ( ) J80] FAX: (805)143-2912 FAX tJ69I70.1-8435 CA FLAP Cerlifulion Plu. 1513 CA ELAP CenlllcaOon No, 1503 CA ELAP Ce,tifcaaun No. 20ID CA ELAP Corlllimllon No. 2]]5 CA ELAP Cer011caliun No. L81V CA ELAP C.,tuh-th-Na. 1513 CA ELAP Oerlifcetion N. 1963 OA ELAPCerfiM.Nbn Nu. 2670 OA ELAP Ctrd flcatlun No. 2175 CA ELAP Conillcaliml No. 2010 January 13, 2017 Lab ID : SP 1700260-001 B. 'free and Shrub Backfill Mix 1. Native (site) soil 66% 2. Organic Soil Amendment 33% 3. Commercial Fertilizer (15-15-15) 1 lb./cu. yd. 4. Iron 2 oz./cu. yd. 5. Zinc 1 oz./cu. yd. 6. Manganese 1 oz./cu. yd. When planting specifications do not call for a separate backfill [nix, as specified above, use the same soil amended and prepared for your "turf and groundcover(Il. A. 1,2)" on page 1 as your backfill mix for container plants, shrubs and trees. 111. Leaching Requirement None 1V. Yost -Plant Fertilization - lbs./1000 sq. ft. (To be applied 6 - 8 weeks after initial planting). Nitrogen 3/4 lb. Phosphorus 1/3 Ib. Potassium 1/3 Ib. The actual post -plain requirements for fertilizers amt soil amendments will vary depending upon true specific site conditions. Periodic post -plant analyses can be used to assure proper soil conditions mid balanced levels of plant nutrition. V. Irrigation Make certain that the irrigation water being applied is penetrating to a depth slightly greater than the root zone of the plants being grown. Water with a frequency netted to maintain moist soil at all times - never wet for long periods and never let the soil dry out. Vt. Mulch (Surface Applied Organic Materials) Surface mulching is not recommended based on the soil analysis. However, there are many benefits to applying mutehes to landscape plantings. The primary benefits are water savings, weed control and improved soil physical,chetnical and biological characteristics. Mulches also create a more aesthetically pleasing landscape. Mulches are usually applied to a depth of 3-6 inches and consist of numerous organic materials such as tree bark, wood shavings and shredded green waste materials. Mulches that consist of woody particles and larger particles breakdown more slowly and do not require replenishment nearly as often as other smaller size mulch materials. 'a Do not apply organic mulches directly to plants, trunks or crown areas. Always keep mulches 3-18 inches away from the crown of the plant or tree (3 inches for small plants - 18 inches for trees). Pulte: 2 January 13, 2017 Lab ID : SP 1700260-001 Application Notes The application instructions listed below apply only if the material(s) is recommended in this report on page 1. Materials not included in the recommendations are excluded either because the analyses data did not indicate a need or the analysis to determine if it tree([ existed was not requested. Organic Materials Nitrolized redwood compost is preferred but other organic soil amendment mixes may be substituted depending upon the site requirements. Organic soil amendments should thoroughly be coutposted art([ certified free of weeds and pathogens. Particle size should be less than 1/2 inch in diameter and relatively uniform. Organic materials should be spread uniformly over the surface soils air([ should be incorporated to a depth of four to six inches. Limestone, Dolomite & Sulfur These materials should be broadcast uniformly over the surface soils and then incorporated to a depth of four to six inches. Gypsum This material Should be broadcast uniformly over surface soils for water penetration. For best results do not incorporate. Preplant Phosphorus, Zinc, Manganese, Iron & Copper "These materials should be broadcast uniformly over the surface soils and then incorporated to a depth of four to six inches. Post -plant applications can be surface applied for water penetration. Nitrogen, Potassium & Magnesium These materials are water soluble and can be applied uniformly over the soil surface, or they call be incorporated with other recommended materials. Magnesium sources for plant nutrition include Epsom salts (Magnesium Sulfate), and the double salt of Potassium -Magnesium Sulfate (Sulfate of Potash -magnesia). Desig n�5[udios a, 2 tl.aeu rl e!0. Col llo,nlar 9]308 vFone 6G1-241-5999 r„ 941-241-suv4 nnn S&S"OMES OF'I HECEN'IRALCOAST,INC. Y < a a U N W Og Y U U) to W < J W tiN Q m� CO co t: eses V Wz m m k a � s p v I a t ) C C L z -d d 6 o a 0 W. -® rc DRAWING TITLE: SOIL MANAGEMENT REPORT w�0 0. ar��9•PP k Gaoba.4,2vx onber36Eut. 7TP OF CAL�F�� DATE: 1of4/2018 SCALE:NA DRAWN BY: MM JOB NUMBER: SHEET: SMR -1 SHErT260F32 BRIDLE CREEK PARK To 'l valve Lux r 25 e/punsan loop P (Sc/a F finished node Again Line oil wrcr not J3 w this sneet)� 1 1 / i cluster areas 9 Ahere possible, acute wren n the ant V D i cwerefs ba xl.h Hol a r mfe ler the s,face cwddions PP ow e (' V£ A All concrete box Ads MO be labeled lRPoCMO/I" b' fie v n b n n. hall 10 Ad of o rsfa u(n s s a l 6e in occwdonce my 9 Sc%edulz 50 PVC t-- Guyits lced soW... o/ Iter OwWm �` e Pu !kg rol, manIcl nsr's'erousnmCobonsracion \ Reslnent Rd/ VC. At £xlra (peel "J Central inlgoUw candid clock Lo remote control Wye h isquiad Un<w Awwnbly Control = % We \ (Poesite o0uhul, di) Nue d Per and Perks Director. 0 vi tly4fl Ray, tax, C d V0 be gsLGyrd wiRl p 2$ S,Y/4 v .,mmRem d B Gammon 6 AI iru n m cookso niers conte) mrd cwunun shall x mule G ere bunde0 at lU ,hf,mn urn pPoced ora the Nrgodipn Remote CwfrOi run, Adcpfe l4. Sole Appoomd aumbele/r ', dims and (,,ends Vox 0 I'g- lar speyoh' .modal n,rnlss, .are, quantify, m.nuruddres qv Z Ail wise caswchms shall be Walwpruof and approved Rod peralmarme requirements. vaysnur, f -aloe of the Recreation old Parks OlActo,. 5y11ces will not Cocor t ^ 'rG STANDARD r ScnexAs, 90 PVC' ted' eco GG rs' Schedule 80 see soared In approved plwe par oranvldcuwrr', mcomme-dalion, as PLAN VIEW yi/� these (1/fl (: B" 0° /,atyuhaut, IG cw/rap valves (ren�edipe M CenfenEne) when more Ihnp ANPROVEO (plan hex is (h,lyplcul one /,a is msloAed r.9 the ,Pone IGCalhso. this shsul 5. All heads Coil risers urull be placed !'(24) ham eunerafe Ww coca ..bly - Ides, %. / �� Mom 071 ENGINEER yxgtC WORKS DRIONIUEoi configurations may use/) Lure y Lura Lateral Une "• _ "-' 4' le bubblers 12 lar g/oundcomt meas ruaiust N.T.S. 6- Where part circle Riqui l heads ae depcenu to a uuddnq hock IaP ar calve box LJ expansion IOGp , w'n° om,w (Ser isle JJ on - br ad loy F/e/s/la p ✓, this !l Code AO RFA(OTF CONTROL VALVE el AxeXT % All troy, ellen! hrcade a deep out oaENng SySlem (Rois"d //i' NO)TES:/ / //✓i/ Exba L-16 alid, bol ideas Shell Include o Schedule B0 I All rnigewr & Aloe eni joint ossembl shall be Rokbiod SA S2ries for Fd 9N Y j� cwbW v Lonfro/ u I on wxnsf/Bdn silo at valve of rah Ixad'on Godo Schild le 80 � " � \ \r wed Schedule d0 Resioienl dill Vdw on the u sream side o/ each edea N Fle (/I) GGurn n See Oelod U° on this sheet /a location Of vaiw and bull oleo CALIFORNIA vnJ Fer. W ere ® LARGE RADIUS HEAD (Boltots Mount) specihoolarks for specdbc model number(s). size, quantity, Ad°pler mmutuc!lew, and p,ladmonc, reirr m all, 7 All apples shall be 9 60 Al llt.i.11s shag CALIFORNIA ,l y / � e m all Mreadtd hely be Schedule 40 PVG Usese T1.e Nan two a T' �>p Lot,d J. AI' iii a!iaa coda) dooms steal! be plaied on urustic p Mnin 1 krl'paliw tined box with a udm idmfhrofi'oa lot and me Sol F' /acPoble lid morkeef WIMP SON' by the Amy r,&A, _ GATE VALVE Ina top of the yet& box shod! 0 set at firaded goods Diici L-15 QUICK COUPLING HEADS In hurt mea bad 2' ebem Knish quad, m plmlw oiees. HN.T.S. L All0 slit Chose boxes 00 !i s shot be lolls Pro Serie; a d -Rol, Slyd 14,91625 gen Dibbler (included) G typo ar cbpromd equal. Lids shall be heat bended to u0ty the wore °ands.. © fflffiff 9ONTROL VALVE 4 Valves homed Irk hadia a shah he laced m n rein/br'eJ n 1 1 / i cluster areas 9 Ahere possible, acute wren n the ant V D i cwerefs ba xl.h Hol a r mfe ler the s,face cwddions PP ow e (' V£ A All concrete box Ads MO be labeled lRPoCMO/I" b' fie v n b n n. hall 10 Ad of o rsfa u(n s s a l 6e in occwdonce my 9 menu/acfunv. CCrmrele baxrs shall be Christ Bax t car b,c Y 1➢ Guyits lced soW... o/ Iter OwWm ePDraed equal e Pu !kg rol, manIcl nsr's'erousnmCobonsracion S lKelcllefion of air, (spwe) fie datmn ;gAbW coke ham 201 /be Shandead 5l niAnchllws and as deeded b the ° d p Y /// // / // ,. Recreolrcln and perks Oiiecfa. inlgoUw candid clock Lo remote control Wye h isquiad W Y Q !or eh vale. Ena (spel wire OuvM 1. red. Vdm Il. Afl now bad Br systems sdi icude r' ni sA n be m cob Y rope curt a o blanc Cam m e shy be ( ) r n low r raw the Recreoliw a valve G U a smso os u ,d b Pp Y 1 >al Ins.odoi oa df eMo ere .anew woe while s r u .. 9 p1 d Per and Perks Director. 0 vi tly4fl Ray, tax, C d V0 be gsLGyrd wiRl p 2$ S,Y/4 v .,mmRem d B I A' oaf r/els used shall b n w and lyse /mm de/acts. I d a e e 6 AI iru n m cookso niers conte) mrd cwunun shall x be 14 au a J.C. sm le strand copper cove to ed Coil Soup, 9 PP P i. IJ Aa and al .heir, shall mred b Me Recrenhm ! J FP Y bunde0 at lU ,hf,mn urn pPoced ora the Nrgodipn ply and forks Girmlw pi, to im .emm4sfon. P W manlmc of the J adAckCohan. Coif/x.a slrull u arra p P l4. Sole Appoomd aumbele/r ', dims and (,,ends we gorge as rgcessay, la loug wire puns. lar speyoh' .modal n,rnlss, .are, quantify, m.nuruddres qv Z Ail wise caswchms shall be Walwpruof and approved Rod peralmarme requirements. vaysnur, f -aloe of the Recreation old Parks OlActo,. 5y11ces will not Cocor t Ed, olronsi uu,,,, Appmwd by the lihmoblicn and 'rG STANDARD r Pocks Igoder the appavei splices oil require the ted' eco GG use of a valve box. tested `.phW' a, the lid Fa nD In approved plwe par oranvldcuwrr', mcomme-dalion, as DETAILS FOR REMOTE 8. aratiwt bedxeen remade °CL CONTROL VALVES r.1. /,atyuhaut, IG cw/rap valves (ren�edipe M CenfenEne) when more Ihnp ANPROVEO WANIArd 1 one /,a is msloAed r.9 the ,Pone IGCalhso. CITY OF BAKERSFIELD 5. All heads Coil risers urull be placed !'(24) ham eunerafe L-6 and asphalt areas. AD large radius +myotoo° heals (part cbd.) CALIFORNIA 071 ENGINEER yxgtC WORKS DRIONIUEoi D_-6 REMOTE CONTROL VALVES ...... \ \ .. \_ 6" for [art areas 12" for shrub m ey arses "• _ "-' 4' le bubblers 12 lar g/oundcomt meas ruaiust N.T.S. 6- Where part circle Riqui l heads ae depcenu to a uuddnq VAL ELEVATION 08 TEE ©90 ELL (' V£ A Carrel CITY OF BAKERSFIELD CALIFORNIA Mole,).`) Taken tape is not rationed on Mwiev Lff:nys. ANCHOR !horst dacA „ ✓)" r /// // / // ,. l (lypl(all W Y Q led equal, - _ 3 &Lblen / r 2 All risers and agoo, shall 9 f\' .,mmRem d B N� shill be Sch. 40 PVC x R 0 GATE VALVE WITH BOX`° eA Clad s rd '5r) or 4. WAN untalten heads we he blE d wdaki em6ankmenh, a QUICK COUPLING VALVE a. m dram wile a check varve is repaired to shalom Nasion Crank Lateral Gn i valves urd/or drain Wins shall be installed at AGROM5 ahowa Fa nD In approved plwe par oranvldcuwrr', mcomme-dalion, as 'fyry,,V An /h head soul Se l2' pop-up Iii spiny norms wA 4" nocess/fuied by site candrflons. And os drecled by the Recreation pep -up for tvbb'w Use a! Ilex risen krul be as di"ecled it and Pirko Uirecuac deorAveat by 7eascri b and Parks Cecil MIND 5. All heads Coil risers urull be placed !'(24) ham eunerafe OBUBBLERISHRUB SPRAY HEAD and asphalt areas. AD large radius +myotoo° heals (part cbd.) day be 2'(24) hem concrete Aird esph el area A. N.I.S. tldghl .(pop op heads Sal! be a5 Idlawe. ...... \ \ .. \_ 6" for [art areas 12" for shrub m ey arses O 22 1/2' ELL EO CROSS OF PLUG NOTES. I. All maiMnw kutdled shall bo pn.wa foaled a5 per pipe, /il(ng one solVMl (on Solve-( l5 used) manutoclurere specificnicros monaluctwer's SAO? homfltoGass shall be lneapaaLo oto the prg§d shows and spea17bplions. 2 Al! Irencbng deplea shed be pet City Slauderd mad 1-2 aro L -J. J Pa'Sard cement cer"de us,) /w Mrusl blocks shop be Gloss J' o, per app/icoole Pmwsars a/ `echon 90 AI the Stondwd 5 edroseatau!(a Colder urs eland V M r . Ti Ot approved caoanl ,)flan. 0 ar Wt qui w cPr 4 All mamlmes(pressure lines) larger than 20' m Jrcmeta shad be secure) with concrete thrust blacks is uccurhnse w,th mcnGdalureis N.aiendobw or a deeded by The Recreation and Faits 6kec(ac 5 Ilrrust blacks steal Le used of collo9 ss o drection bwds lees chores W vda'it d. seEurar Ww^ andpipe dead aids r a 6. even Mmsl blacks are used, the size end l 1/ block , u. based m flu f ea his s do IF 9 rr: ri/num !b sl / nu ax' ecluJ vhJ the luvJ- BemYr7 cWucily of the sai/rr 7. All anchor Adds shall be reln(orced stool end a mn5num of 0.5' in ou,"Ple,. © 45' TEE O 45- TEE ELEVATION /J" for bubblers (5ee STANDARD r ' Fa /,a, CITY OF BAKERSFIELD CALIFORNIA Mole,).`) Taken tape is not rationed on Mwiev Lff:nys. i; U STANDARD "GG o s @ o" of l be Sad 60 PVC All /llfing; W Y Q led equal, - _ 3 &Lblen / r 2 All risers and agoo, shall 9 f\' .,mmRem d B N� shill be Sch. 40 PVC O 45- TEE \ l 45' ELL Q REDUCER O C / 8. All concrete bills! blocks shall be on acewrdanSTANDARD w.dh he dated approved eWb'on of by, UniIone " F ane, Pumbwy We DETAILS FOR H -TRUST BLOCKS p l'` PPhloynG ume o CITY OF BAKERSFIELD L-0. CALIFORNIA Of INCINEER PU3LC WORKS OEPARIGENT L-4 POTABLE WATER PROTECTION l✓ N.T.S. "- Frri;ll Guue/Iryl If Aid, /0"Rauou keys 82, art Goter Neal 3(ond 'GCV' on Camc (hick-Couolmg WAR, w/Lcckag 4'ov-. ylu hN Cisco Stainless Steel Cep, Clomps r -')'False Room Box and.ockvlg Lid Paul Ya d'G'V' on Tap of lid / PVC SCW. 80 /tipple ha, whish, /- (Length os Required) / J- lova of J/4 -Inch Nome Crew' ( /\ &irk (I of 2) RSI- Bond JS/ Ti'Ple Swing JaAt J" 8"Oicme:er Airbus PIL' Sleeve with PLC SCN 49 ALL OR €L! ,arch To fit over ou,"ine Pipe. Cf Pass Cate Vdvd us per uppnomd paw's _ YVLNoirn'ine Wpe (J) ,y4 Rd err s 5ovales, SAPI Cm, O ❑ PVC Manlne Ppe sired as per plan r f Y f Comes °r f9l.imf,r( alGperl Vale.. o LJjLjLj ///EIEC J" [oyer of ,Y/4 nidi Washod Crow NO Ifs. Alda adapter (I of 1. Fuor6'A d'l(mgs onU pPirg narr5rdly seed fdrrhUmr Comm. &iru: (1 or d) to nominal quick Placing robe Wel sue. 2 Ad rnd,ld used shat be may cod bee Kan %mperlectiws I. Any and dol changes had be p,... W by lee NOTES: Reaeuliw and Perks Director prior to kpoldnealolton 1. Vcim do, shall be. 112' above Tmished grade h urd woo And 1/2' alar, bark ma'ck is plcn(ar doers 2 At /ndl,ic/ used shaft be new and lose ham irnper..IAns. J Any dud All counter d0 he opmrell by the R,,KGtlwr end Parks C'rectw Pnior to implemenldho.. 1111,.oft ELEVATION /J" for bubblers (5ee STANDARD r ' Fa /,a, CITY OF BAKERSFIELD CALIFORNIA Mole,).`) Taken tape is not rationed on Mwiev Lff:nys. \ l 45' ELL Q REDUCER O C / 8. All concrete bills! blocks shall be on acewrdanSTANDARD w.dh he dated approved eWb'on of by, UniIone " F ane, Pumbwy We DETAILS FOR H -TRUST BLOCKS p l'` PPhloynG ume o CITY OF BAKERSFIELD L-0. CALIFORNIA Of INCINEER PU3LC WORKS OEPARIGENT L-4 POTABLE WATER PROTECTION l✓ N.T.S. "- Frri;ll Guue/Iryl If Aid, /0"Rauou keys 82, art Goter Neal 3(ond 'GCV' on Camc (hick-Couolmg WAR, w/Lcckag 4'ov-. ylu hN Cisco Stainless Steel Cep, Clomps r -')'False Room Box and.ockvlg Lid Paul Ya d'G'V' on Tap of lid / PVC SCW. 80 /tipple ha, whish, /- (Length os Required) / J- lova of J/4 -Inch Nome Crew' ( /\ &irk (I of 2) RSI- Bond JS/ Ti'Ple Swing JaAt J" 8"Oicme:er Airbus PIL' Sleeve with PLC SCN 49 ALL OR €L! ,arch To fit over ou,"ine Pipe. Cf Pass Cate Vdvd us per uppnomd paw's _ YVLNoirn'ine Wpe (J) ,y4 Rd err s 5ovales, SAPI Cm, O ❑ PVC Manlne Ppe sired as per plan r f Y f Comes °r f9l.imf,r( alGperl Vale.. o LJjLjLj ///EIEC J" [oyer of ,Y/4 nidi Washod Crow NO Ifs. Alda adapter (I of 1. Fuor6'A d'l(mgs onU pPirg narr5rdly seed fdrrhUmr Comm. &iru: (1 or d) to nominal quick Placing robe Wel sue. 2 Ad rnd,ld used shat be may cod bee Kan %mperlectiws I. Any and dol changes had be p,... W by lee NOTES: Reaeuliw and Perks Director prior to kpoldnealolton 1. Vcim do, shall be. 112' above Tmished grade h urd woo And 1/2' alar, bark ma'ck is plcn(ar doers 2 At /ndl,ic/ used shaft be new and lose ham irnper..IAns. J Any dud All counter d0 he opmrell by the R,,KGtlwr end Parks C'rectw Pnior to implemenldho.. 1111,.oft D-mg.U'WS-KilikeMcg°nnrrNadaaaielmrarueanPwG4mn°rL Lilo t PD Odes 2IE431pm F io'cal Grade ti f �) i% "1 - .?codvay/llBrdscope Slicks I?ght a/ Way wily oave l.5' behind Rofil-a+-Wcy Camduit/l'rye PLAN VIEW Class 7R un Face of Curb -I Face at curb -- R urb -ABN LnB�-" , list © ELECTRICAL CONDUIT NOES L VA. rroxeR ander render of col other Auld y 9 ! it o, h, a schedule Cod wafer bees sbtJ le sIdE be with as of rover, n u icheduk. 40 PVC Serve Sleeve shall be Ixn limes lee dmmetw of ,he<grkvif/py,N all e,ecbrcd conduit snag Aam I' min. ilio. /a 110 routs on 2' miev do. ler lov voltage 2 Deese shall extend 1.0'belwrd hshecape err ell sides and the !oc°lion MO be marked so the cab key aM or lend r..so by othubg the letters dR". 3 mprosrrnents WShn the dedicated street rrgbl or xuy may N ir= Robot Plarlf, Check w!M Irk pu , o St ee a City Pub li c Waks peparUnenf StlhNxslvn Smhon car requHayeemenus 4. More oDen cots due required to noted mioas kri9ow, ones code o// suoaf a, x'f oil The i ri hl-oFwA sable, s e Cf / p 9 Y 9 Y short be it uccardurcu wi h wired ClI standards v As dieder/ Y by the City £aJineer. An / cn n e nal e r h R !w d S y end al a g s s b approves by ecreal an Parks Ohedvd "dor m irryalemenfa6rm. b. All sredness knoRniw she// be n uccadonce Navy rify 5laadwda mQ,,6u Iwa's rasa x,myok un, secUa 10 al the shaded suespunie" end as d!rertad by the Reaeolkrr Ono Fad Orcc'(a. s Z Ali m 1= ql used she be raw nil holy � rm v.edfens o � acon D- a AV cridked inoluse sse, Rlhn pros or parkway ,het, be nsDaed b/Fodle Works £'e<fd suera•ao 9. No nam lagul/w .:andel a Pl inq sbull be ad ..Jw lfunsand rl a pl mg shall be dlawxlw Ifhio dechsrd a cwlr) the benchlnq. 10. !Mere 4I 9hY Meal. ar l0 s len is 'psoillat the Suslide, Co..wr cobun Lately and Flow Seucr CWIe shall be pieced nslle a I' Sohodde 40 widulb Muster N)N coke shill be deaf base/ and green in cola. PROFILE VLEW O SLEE L-3 PIPING, TRENCHING, BACKFILL N.T.S. be L -sola 92" for spiny Heads NOTES: /J" for bubblers (5ee STANDARD o ' Fa /,a, CITY OF BAKERSFIELD CALIFORNIA Mole,).`) Taken tape is not rationed on Mwiev Lff:nys. SYm U STANDARD "GG o s @ o" of l be Sad 60 PVC All /llfing; W Y Q led equal, - _ 3 &Lblen / r 2 All risers and agoo, shall 9 f\' .,mmRem d B N� shill be Sch. 40 PVC x R 0 GATE VALVE WITH BOX`° eA Clad s rd '5r) or 4. WAN untalten heads we he blE d wdaki em6ankmenh, a QUICK COUPLING VALVE a. m dram wile a check varve is repaired to shalom Nasion Crank Lateral Gn i valves urd/or drain Wins shall be installed at AGROM5 ahowa Fa nD In approved plwe par oranvldcuwrr', mcomme-dalion, as 'fyry,,V An /h head soul Se l2' pop-up Iii spiny norms wA 4" nocess/fuied by site candrflons. And os drecled by the Recreation pep -up for tvbb'w Use a! Ilex risen krul be as di"ecled it and Pirko Uirecuac deorAveat by 7eascri b and Parks Cecil MIND 5. All heads Coil risers urull be placed !'(24) ham eunerafe OBUBBLERISHRUB SPRAY HEAD and asphalt areas. AD large radius +myotoo° heals (part cbd.) day be 2'(24) hem concrete Aird esph el area A. N.I.S. tldghl .(pop op heads Sal! be a5 Idlawe. ...... \ \ .. \_ 6" for [art areas 12" for shrub m ey arses "• _ "-' 4' le bubblers 12 lar g/oundcomt meas ruaiust 511, Ld PVC bride 6- Where part circle Riqui l heads ae depcenu to a uuddnq MWA (7/1) Atic, j„ will )cable rrecds klo,okimuo, from lane of tali Roll to book APPROVED , w'n° om,w a/ head Food uuAsl to p eow 'Nolvay ar Wall. { t p ✓, PPPRDKo el AxeXT % All troy, ellen! hrcade a deep out oaENng SySlem (Rois"d //i' RIES series a ippmwd equal) rue (2) p, Rae / //✓i/ CRY OF BAKERSFIELD L-16 / -. & Aloe eni joint ossembl shall be Rokbiod SA S2ries for Fd 9N Y /" ��✓,pap-apo cord I5'J 96/ea rAr /Alves W approved equal. CRT OF BAKERSFIELD L_15 9. sky and L11 tlok me ban M/s ,laadard doled sheet sA)i Top u/ Head 1" ubuve F.S. to plant.-, aper.. Word mg/dl Is use$ by psond by the Reaw(Ion and Parks directs,. IKAINV hap of Reno 17'1, boom top Of makh CALIFORNIA IO Sea WiWayed Andl upe and /ingot ea plans, legend, sed ® LARGE RADIUS HEAD (Boltots Mount) specihoolarks for specdbc model number(s). size, quantity, mmutuc!lew, and p,ladmonc, reirr m all, ocw CALIFORNIA Az TinsbeJ Crede/ lop al Riess CITY ENGINEER PUULC WORKS DEP>GNENT 9 CIT 4U9LC WORKS GEPMfIAENT L-16 GATE VALVE L-15 QUICK COUPLING HEADS \ HN.T.S. -Rol, Slyd 14,91625 gen Dibbler (included) G N.T.S. Sch 80 FVC D-mg.U'WS-KilikeMcg°nnrrNadaaaielmrarueanPwG4mn°rL Lilo t PD Odes 2IE431pm F io'cal Grade ti f �) i% "1 - .?codvay/llBrdscope Slicks I?ght a/ Way wily oave l.5' behind Rofil-a+-Wcy Camduit/l'rye PLAN VIEW Class 7R un Face of Curb -I Face at curb -- R urb -ABN LnB�-" , list © ELECTRICAL CONDUIT NOES L VA. rroxeR ander render of col other Auld y 9 ! it o, h, a schedule Cod wafer bees sbtJ le sIdE be with as of rover, n u icheduk. 40 PVC Serve Sleeve shall be Ixn limes lee dmmetw of ,he<grkvif/py,N all e,ecbrcd conduit snag Aam I' min. ilio. /a 110 routs on 2' miev do. ler lov voltage 2 Deese shall extend 1.0'belwrd hshecape err ell sides and the !oc°lion MO be marked so the cab key aM or lend r..so by othubg the letters dR". 3 mprosrrnents WShn the dedicated street rrgbl or xuy may N ir= Robot Plarlf, Check w!M Irk pu , o St ee a City Pub li c Waks peparUnenf StlhNxslvn Smhon car requHayeemenus 4. More oDen cots due required to noted mioas kri9ow, ones code o// suoaf a, x'f oil The i ri hl-oFwA sable, s e Cf / p 9 Y 9 Y short be it uccardurcu wi h wired ClI standards v As dieder/ Y by the City £aJineer. An / cn n e nal e r h R !w d S y end al a g s s b approves by ecreal an Parks Ohedvd "dor m irryalemenfa6rm. b. All sredness knoRniw she// be n uccadonce Navy rify 5laadwda mQ,,6u Iwa's rasa x,myok un, secUa 10 al the shaded suespunie" end as d!rertad by the Reaeolkrr Ono Fad Orcc'(a. s Z Ali m 1= ql used she be raw nil holy � rm v.edfens o � acon D- a AV cridked inoluse sse, Rlhn pros or parkway ,het, be nsDaed b/Fodle Works £'e<fd suera•ao 9. No nam lagul/w .:andel a Pl inq sbull be ad ..Jw lfunsand rl a pl mg shall be dlawxlw Ifhio dechsrd a cwlr) the benchlnq. 10. !Mere 4I 9hY Meal. ar l0 s len is 'psoillat the Suslide, Co..wr cobun Lately and Flow Seucr CWIe shall be pieced nslle a I' Sohodde 40 widulb Muster N)N coke shill be deaf base/ and green in cola. PROFILE VLEW O SLEE L-3 PIPING, TRENCHING, BACKFILL N.T.S. be L -sola 92" for spiny Heads NOTES: /J" for bubblers (5ee 1. Use lelan (Pitt) tope on al beaded lwnls. L-� ' Fa /,a, CITY OF BAKERSFIELD CALIFORNIA Mole,).`) Taken tape is not rationed on Mwiev Lff:nys. SYm U U LL (1) o s @ o" of l be Sad 60 PVC All /llfing; W Y Q led equal, - _ 3 &Lblen / r 2 All risers and agoo, shall 9 f\' .,mmRem d B N� shill be Sch. 40 PVC x R 0 AnsheA I o \j. --6" Flex Nipple (T/T) I AN bunds shelf be Class 200 PIE' or os nAombd an Flans. Clad s rd '5r) or 4. WAN untalten heads we he blE d wdaki em6ankmenh, a lee (551) dram wile a check varve is repaired to shalom Nasion Crank Lateral Gn i valves urd/or drain Wins shall be installed at AGROM5 ahowa In approved plwe par oranvldcuwrr', mcomme-dalion, as 'fyry,,V An /h head soul Se l2' pop-up Iii spiny norms wA 4" nocess/fuied by site candrflons. And os drecled by the Recreation pep -up for tvbb'w Use a! Ilex risen krul be as di"ecled it and Pirko Uirecuac deorAveat by 7eascri b and Parks Cecil 5. All heads Coil risers urull be placed !'(24) ham eunerafe OBUBBLERISHRUB SPRAY HEAD and asphalt areas. AD large radius +myotoo° heals (part cbd.) day be 2'(24) hem concrete Aird esph el area A. tldghl .(pop op heads Sal! be a5 Idlawe. ...... \ \ .. \_ 6" for [art areas 12" for shrub m ey arses "• _ "-' 4' le bubblers 12 lar g/oundcomt meas ruaiust 511, Ld PVC bride 6- Where part circle Riqui l heads ae depcenu to a uuddnq MWA (7/1) Atic, j„ will )cable rrecds klo,okimuo, from lane of tali Roll to book \• a/ head Food uuAsl to p eow 'Nolvay ar Wall. { t p ✓, Rlpla $WA'Ig % All troy, ellen! hrcade a deep out oaENng SySlem (Rois"d //i' RIES series a ippmwd equal) rue (2) p, Rae / //✓i/ / l ateral Ore /mac / -. & Aloe eni joint ossembl shall be Rokbiod SA S2ries for Fd 9N Y /" ��✓,pap-apo cord I5'J 96/ea rAr /Alves W approved equal. postop hp d /lead 025' atom FG 'w moon it tor/ wean. baled 9. sky and L11 tlok me ban M/s ,laadard doled sheet sA)i Top u/ Head 1" ubuve F.S. to plant.-, aper.. Word mg/dl Is use$ by psond by the Reaw(Ion and Parks directs,. IKAINV hap of Reno 17'1, boom top Of makh IO Sea WiWayed Andl upe and /ingot ea plans, legend, sed ® LARGE RADIUS HEAD (Boltots Mount) specihoolarks for specdbc model number(s). size, quantity, mmutuc!lew, and p,ladmonc, reirr m all, ocw fmishod Gunk, Az TinsbeJ Crede/ lop al Riess t zzI 9 4' lxkrbq goal, heandrd) / N \ -Rol, Slyd 14,91625 gen Dibbler (included) Sch 80 FVC h le Fr IRRIGATION DETAILS ki 12' awbg Greeny (ndadad) T/ir'e ;Nag laird \.: .11 �Y,LL w"mom k ova o �4,aulx ,k el'T vnnNernIQ. lN, 1� mole net anlet(mesead) \r �i/1" I �PL'G SCH 40 Tee a Ell LaleaJ Lme ! I Imant Lyle j4' Rid, r 76' :ong npd boost obule Camara, (m d) -Uphbnd I IV ea4dy edge Rain old RWS-B-C'-h10i (Amludes reamer, 76° lobe, 0.25 gym bubble d rhtet/alert check ru(e, C gmle sweek, awing .61y Non 1/2' m net /nlal) APPRo el) DO ROOT WATERING SYS TEM Off B, L-8 IRRIGATION HEADS FN.T.S. U POP UP SPRAY HEAD (Bottom Mount) For eased furl areae, shrub spray Gress, and pop-up bvbb/, v d. STANDARD p.TD,H 0- TAILS FOR VARIOUS IRRIGATION HEADS ar„FGo- N" olly'.sc L8 ' Fa /,a, CITY OF BAKERSFIELD CALIFORNIA C WORKS n11>aTy1RT turf beads MAIN LIN OE IArshed tirade Place Mmleom wile Peva line audio Nu, at the 9 °''clock poyne'. ilknioudisairval accoraing to 51araced Color 57--1Z. / See calbu s Sp kr sal e (reaaaml or m )orcled by the .l?,,e, her odd Parke 0>ella v/ yj wj< �, vCv� © LATERAL LINE (SFIOWN IN MULTI LINE TRENCyl) Place ur/yu(iw con ba/ rev=s head ua mdmline iinlsned 'rude burded ala morin at 10, mtewWs Locate wires at the J o"clock positive. NOTES' / Wun erossal and, or aY older o had surface us eI bmal umg and w(, It,. shd 1 be N llm0 !a a sde%u, 40 PIC sleeve will, u almhnum a/73' u/cover p, City Slondwd L -J or of Mrerted by the City EngMeu Sleeve shall be Iwo !/mos bre d'amete, of So modult/p!pe. At/ dedgial ccndul dine be I"rnaknum dacneled la IID who and 1' exemem aleiader ar low Wloyv. 2. Where the Itamin Alurkem w!0 vngoiw sylem Is spa/ds), the Muria. cele r,Got r01'cone Alba tGnf AI wish the Pow, supply or vd,, wdmg. Indus (he Vack. cubo new lire roma tem, at the 9 aAack padi.a. J. lI mere than me tine s msfdfed par french, provide O5iand and verbaaroaahorn l n ! s bw. a 4. Ali PIC s n! rues !I be IP yield -On or applaud d Iro AA r9 1 / equal flimren is required m mo'Juae say S LondsrRR, and .vzigovir. is p maned, wilhn the drd'm(ed itselfrryhl-of-aey mo/ require on open h me n 5 iflaybo 'intoe- s mf Aimed, (heck with city tory g C p ( ler rwuvemenia b. Well pea sVSvfets ur e vel to instal vrios n / r l sl t o nK� wilAin the,fan nes a d o ,Rs al ee hr 9 / A 9 d r the Q. ri hf of coo shall can w to Sfvndad Defu 9 Sr -1l Itl dished b his Cit FrI ur w w a Y Y 9 7 Ren thea I, a duchlev n food dnecfim, vrd w 'ii rte fines re=sure Ines voter that 2. alln douind iru 1p ) lager Ihan 20' in dmmeter snr0 be seeurcd nigh ccmcrete threat blocks o accordance riLh monutadur,'s nsonmendvlfwq CIy SlavdcN Ue103 L 4 a as drecled by bre Recreobon and Pak; Uuectr✓ d All irdgolim liquor tines she# be Pass RW PIC 11 or Aderut lora h emuled wldel u filed ear(hu, Schedule 40 PVC is (erd%red All krigation blies laaled under u bed sways shall to lRnoled u, a schedule 40 PVC seem Aa S'dwldard geld 1-J Hackldl Q Q U ' Fa /,a, LLI Lu turf beads SYm U U LL (1) o s @ o" of •• FG, o uhl 6 F+- W Y Q led equal, - _ 3 &Lblen / r 4 o 9 f\' .,mmRem d B N� �V/•; x R 0 r i 9. Ali Anyblw mairvinas 20' h diomeler and less shall be Schedule 40 PVC: Vngation mashay; greater than 2D" in dismal, shall ba aloes 207 ring -lila PVC Schedule 40 Or approved equal by (he Aearmtlw and Perks director. rigatron rrbehoule 4' w yangs- shill 'Aldo, doable roan littags All dial i !us f 1 Shoff m G C dprCe Put C A nhos . is a l s eed c w 9 Cly. dards, he fr7xt approved edlbm of ore Uniperm Pklmbdlg Code, Monu'oda,s Re'wrrmen0u(ans Sectlwl r. 29 0/ b= Slondrrd `pew.r.uluus, unJ as Jirerted by the /'ecreaban do, Ports Damm, Alm r' I Il n w cud One hem tem zrkdic . li l edam used she to e P oved lands.. a and unrotian N ens and A dbe M P s F ter specific mesh numb,, size, gvwrli(g 12 See o mwulacW and performance requvements id he non-7rigenion candu9 or king ;hill be glowed within the knead. pgng or owed led trench. 14 All m olRsms dlyd shot Ae pressure ,sloe AN Ia nwe Ploy urd sdvenl corker= sdvcnese I is d mono/edvrers s Pdltur rIws V nau/w(ure ' testing ecilications shall be era Nrefed had the 9 ski P pnBpd plws and spmificvtianx IS Any umd uA dmnyos shop be operand by the Recreation mrd Perks Leader pow to !inplementaliw L-2 PIPING AND TRENCHING N.T.S. Cables Amelia Top dcunl Slordess steel co,00Nr (5dosure Aulmmfe tosualei Per --- syeullcolrws anJ as Jimeted by Ruslyin!m mrd Parks OireGG JIO AWC Solid Owe Capper - Cwodry ere Abo'h d [a Gmund Lug tacky wee as sial and shagb( as posstle). Poured lard. &Is "---� Finished bYade -- - - BATT tComoorl Sob 15., to III_ dogs claim cornpacGm to x deplh 120 -mil "Nice m 15CH 60 voodud, PIC Show ter Crisnest Who - see Sl nc'wd 00.7 L-20 oar G-oundiny Listed NOIES FRCRT IIEA' U691L 56-2iss Sunthic UOX by NT pletNJUC/S OR APPRONO E%AL Rom &A, Rain Sensor with W-RGIRSS Stam! sr Siad quint aro Hcrdwcre Cwfrayn Add-Aseemtly (CS'A) -dudes CF k lannuel chips 'id necords 60 "Mon Oche( Normal control Silt` hEW woes to 'e tad Wve(s) ."Es WIIN oul Amy sensor PVC long sweep DL s%ze as required. 'ROTE A(OUNr ON ANY SIARFACE WIERE If Ant Of UPS NO UNOBSNICAED RAWFALL, liRf NOT IN PAST OF SPRIRXLER !/RA! U IRRIGARON CONTRQLER ENCLOSU_ 1. Use Schedule 60 PIC comol with an snowed peaeslal 5 All monerrds shdi N new and (lee ban delecls 2 Carol ... 1 0' (75) bulk, CAuu'8' IV..lue AS m rrqumod a rechves bre pedeno mounted rrkya8w Cato) clack. Camped sub lose to 909 relative cwnpatfiah to a depth of b' (05).. Extend console 6' bossed outclue deerskin of cockade rid, I/1d hope lG Jruuoge. J All vrgdan coraefa cactreares hull be lap mwnl a/ a woad Rod ..6, re !a t Radar and myo,c,, c,,J Nrdrdy a/ J04 yled, sublease steel Enclosure slab be Strong Cox 58-7155 as mumloc'ured b/ NT Praduris or approved equal 4. All /n4der, Astellaber Snag' help accadonce ma, City 51ondoraa Me.OIAd WAlien o! the CalifsmS Plar5mg Code, cod mArm/Gdmers lees? aeornm evates Secl'w 10 al by SfandoNs Syed/LWlpu w10 as dlracled by the Recrmb'w And Perks Oaketm. �1 L-7 CONTROLLER N.T.S. 0 See epmred ! Js- pe/n ydau Wan' cord IrycN's to, :pectic mode! n,,be,, ,rr , q ualums, rn.his aRrs and perlwmence Neva'amenls. 7 Any ad ail nurses Fern this st,,,dad shot be approved by the Re./Patau AJ Dab director star to buy lye of costa.. tiw 9. Ron &rd has sfienum, gay"GlAq olu'uni is Aw,Vadcn e Sy t ns Carbudw shot be raspama0[ a sal lyng all G/ Ra4r 3bids Add festa and hShpabno renarerneds. See Cil! 5'Imrdmd 1-20 .nil CWml Ram diad Requnenwh As, CcalwdN Gored g. 9 IA!, Abied a 56b/ict in the Requbemeshe Or Ibe Castena, Chart of Water Resources Modd Wol, EAkAat Lanky pe Onu mace (VWEIO) end any other AVP'feub'e Sluts and lace Regoolm.. Coyest, r; Re.•aaaab/r rw rompllame w ,it, these Requuer ane ls. STANDARD .w1 air DETAILS FOR TOP MOUNT `,rcrnAn STAINLESS STEEL CONTROLLER ENCLOSURE Leh u.r.s a CITY OF BAKERSFIELD Lw- 7 CALIFORNIA D e s I A n DS t o All I oast C rsl� IJ C f r° =r 933aa n u,• e s u e 4 s o 1 a GG z4 L014 I I S & S HOMES 01' 1 HE CEN 'I'RAI. COAe'IL INC. Y Q Q U LLI Lu W SYm U U LL (1) o s @ o" of v Lill J W Y Q 2 ¢vr0 m q m - _ m 4 o 9 m .,mmRem d B N� m U 4 o 9 9 _ .,mmRem d B N� x R 0 _ k { t p n z n o ocw Az t zzI 9 N DRAWING TITLE: IRRIGATION DETAILS \,NNUSCi1P V 0. Ar./uµVq 5 9 .11 k ova o �4,aulx ,k el'T vnnNernIQ. lN, 1� DATE: 10/4/2018 SCALE:NA DRAWN BY: noon JOB NUMBER: SHEET: IPD-1 SHEET270F 32 BRIDLE CREEK PARK if necesemy, aci Ry'IY w obtain40• rain. aesemml to wives moula Iv d4rM alddws oppcgah ` 2Qt rnvx dope mAz.._ t— LO Lp b'.0 -min. J 2 - N Rob,; o" sae x apM 14 Redw - 24" O.0 inch way; pR wldfh Of Ppmncb, alto 20' dewwae Ram suit. of coaarefe.sEe%ioN -A 'Woad U M@ of I -I{t q rued, arb d wit, NOIES }� I. AV wwkmwshga cod rno(atlals sial cmh»n to theapplicable 'State !O. Safna/,,Glial driP eve bein4 ,moored !a gia.'emmf l be saKai at Me IM14 a/ ranowl us dwecf b'the Cit neer, Ad A Yfg id o/ aechwY a{ Nle rfW(.ens mf ed( �� R o Cdilase ¢4 'w s t rrvapatatkms b'fandad ty quicowd'g Aerevttw kale, as Stw�Cad 5pn'ifrculkris, current Glfy dyproSed aPiNw. bemr vrN :hal Bamsr a/SO nIn MWd iawW(, Ma sd 1 •em b p abdl corn xiM e4sfmg of th fromit Tore. ors .q, anmf smut con/mn dxrrag O iw fa Ma WNcmf 'erg Prproremenfs 2 A cummf Same Permit issued b Me Cl of Rukapi Public Y Y u' axis gui veal ig wlass aMvwS4 d/mntad (Yaks OpwMamf must aswnpwy d work wlMh, city igAf-o%wad/. as passbvJ. J. 5vi We ,huff be cwsbucted how to grad, aald cross sm'bin and aanpalBd to Ilia maigmwn dry density m' ofnm/ned by ASnV IL b' ., Cama !gr/rmW nmy be pooled ugdnst adstn9 pamneal it b yaW ewgd/rm and wile prior re sawcuf a mor. W i.0 hon.W of Me 011 Ing rri 0/hawise, Mexrsb'ng paramnt I be sh ASIM Di to u daphe of dal below lap of subgroup. the BMIe of ahaela or uY eva,li Pusnaaat puida shall caudae, 4. Gmaata be at. reach shill oadam to Ow rab'uiraoenfs at be Sicedwd Spemgla files !cr m.nw am<rsfo (mm, cemmf Swam( of to the rsquiemenfs o/ Stordwd III S1 -I1. 503 Elia1/f. Centtefe "I coffee, no 00i urrle»' Pik, Want 12 Bob wN pallor and body of beismi shod De pwredspera(ciy, Pot ma•,aLN+idly is abf fiv an the Cdy falba,,. o,o J. Pffiger longe std be wr/ofei W the sial, pkaW nun( to Me cannel, wd M.# oaf be leer, rh. AS' hank after 4ur%6r➢. fangs IS fold ..saw, disease verb opprc'm'h width Mud not eettvd 60.T of cut ml.aciablgultF/araty properly RWdYgB. /,rl. op"sh big amouus, cod suaryude rid be ae(led immeTwld/ aria to ,agnate placanmG W sdawn W opprolvd pump andl be 1ba bi d Noah Jetamnalen. 6. Oman& shot be handed Ofeelh, isi and then gpsa o light 14 WTO; oidi hon the City &ghee,, fold opami ithei wicuddef Lagan &M lmmednldy offer lviWuM ab exposed satocly shotwhq; mob, be Katuawl Ia 5g' moranmrr for M-1 clad Ali ase; ages, Doemy 0 Mahe, gpprWho, of .1dis pplgrimntad away canrpWnd is the slwrdwd 6ssvdiSaO0 . /As cwaete Vaal M'Sh Ldwner of scam oak and hobw us, wwrznt conlcrmmg .stai be kpf mulct veld fie, ouihry aanpovrid is uppikJ IS A migdmm al2R•Y/ bar AdAbt aA Vd sgaale fig, quomehex ascent W noted as 5(ondad Oaid r -A or at gWaml dy all Babber fxplbg,9iM /Gpl(9 JAaI) bB Calih•/clad at Dotl1 MdY 0l YpD/Wdt Wes m f 0 be aced of cwlw of mach egad ( ; L d ,shod 'MD 4 M ap N 19 to Wtv fyageops Ma'lN[fA R Pam/Ifed M11 i a start a Wt, aID IBIWn. vnd of 10 m« n(wwds or W dvucfW D !ha Q't f n4a. y y WI nNo y901 of as wive .,YprooW dBi! de'mukucpd `n Wpcm'If x Wsur f l&ar motarid VON cwaiaf of elamW rti a! & "'Feea F ,k'n % al's pants hadage udmo sfccificcd'y apao'red by Ma lily Egan,,. wvgdle, resd''mt ewnpwnd Mot cos/arm to the requranenls o/ Me 5loacend.$ed6ralkes. at Sae role 5.1.1 A, use al pal wM ottippi s(andad it 9 W v wrh is be constructed W' cent to axis(n eouD / Ib I)p 9 - and gutta MB edsfmg ad and gaffer May a compbidy ramered s� '-"^ wad mpk ed rtM rein, or drown core. No 'Cobb ori' Is p A dowBd for cwunasld/nWfk-lundy ci approach A/ `" 14* cenobxGm. ti kaC� pool /Neo 1 .. Ge J.0'NErnhg Sap/ce, fl, bi odes Sven //. ,� \ AW 4W III S'1 -IQ- 'n:t ..., �- ' to oar GO x a, 0 d. ... l u 1 00 / OAR iEr STANDARD�n COMMERCIAL/MULTI—FAMILY oS USIE DRIVE APPROACH—TYPE "B'• — a , .wBo,sa oiL T ora CRY OF ALIO ST -4 ST -4 DRIVE APPROACH - TYPE 'B' N.T.S. IN. Clewed Rod Cluny or Welds' s/p'.r 10 fL CoPPe✓ CIuJ :rovndng � Rad a Groan tify Place nsldt rods h soN in a hiangula pattern .vexed o l Copper rc d�g Plnfe mmBnum or 16 feel Parc Ran each ,J6 ANG (ori...) 511;d gold +y Oare code, Rcla id 10 bare a cal Wee Belaw Grounding Ground Enhencelnwl M. ,..islwce al ten X0) Mus a tars Rod and ;rouodnq Place. (!f Req-Nvi AO IRRIGATION CONTROLLER GROUNDING DETAIL Win l As Argaliw iWpsvltcg sidr fie n uccndu rce will City sloadads, Of Ivhsi eviligi of the calla o p/wnbbg Code marolo tv as op'! r..ammendall" [agog 20 of the Standa m, toxiVMfums, and as dvected by Me Recr,ollw mrd Parks Ubaclor 2. N! mole cls Saul are naw cod /iso Awn d6i f See o,,,,,,ad l Jropelmgvban paws cad fegegds /w pacific mode rumb=a site, gwoltheg mw"b"hervrS cod pefamonae mquband s 4. Any and d rhanges Ifor III stoadwd Sbelf be Ppraoed by the Reweottan and Poor Ouecia prior to any type Of cwstmcllaa. S Rai &d has mAwaid m faami rcqumanaes !err Moaiam Spfcros Corti MOU be responsrUe la Yo!isltway d( of Buds led tests and tnsfulloam rugmarri which rauy require mrL'licobans to the held inslallviiva. STANDARD IRRIOA110N CONTROLLER GROUNDING DETAIL CITY OF BAKERSFIELD CALJFCFNIA CITY ENLIgEEF e1feCC nOe6S EcEin L-18 BACKFLOW ENCLOSURE r\ N.T.S. FINISHED GRADE IN TURF AREAS PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. GATE VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS j gPRESSURE SUPPLY LINE 2" MIn DEPTH AS PER SPECS. Sr g” PVC MALE ADAPTER BRICK SUPPORTS ----- - - - BRASS UNION BRASS NIPPLE LANDSCAPE FABRIC NO FE 3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF GATE VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INS FALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. Drawing : C: W senwMlwe r,IeDonnellrapvaeleVocaluengpNaPuellsh_la BO%LDINVD.Be. DETAILS. awn Dal Ua, sola. 4:3ipm Grade L-20 /,scala agilema to sSon Polo, Rem cep as irsatlti carer (rat shown, v approved span[ Endo re, ";via pal,) oflacsed la rnounling base Endasum secured to base ( 6 jai ) 510E VIEW PLAN VIEW i kWntAig bas, tamed a cunaefe Ah ///a° ling (dp'aces). £ndxg carr,,(, Aa R3 ,r.J nerd la 1/a"r J' reMeod onrhore SMOOTH TOUCH ANCHOR BASE IdOUNT onxth tame stainless sled Dv *,of NO, m., and vs. d0mg sang don (dao Ii alcbv basal bteHlm Cave, °,ereneei ono'„tad bods, 4'rnhrnlwn Extend 4' belgnd avlslJe �s of enclascl e STANDARD BACKFLOW ENCLOSURE CITY OF BAKERSFIELD CALIFORNIA CITY Samli ELR 'i Wi DEP4n -71 L-18 BACKFLOW ENCLOSURE J N.T.S. PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION I �V L 56wy Or, 22 55 E /a,., 7MIN, I -I{t 24" WIRE LOOP WITH WATER PROOF �rrrrarmlGatlfmLr }� PP, iffeAtl AIG' Sd'd Owa Cqgtoy ylA, _FLOW- -s PIPE 2" MIN. SIOf N£W an to Gand Wg and a sinal'Nnl Rod (M Rad (Elora aira aY ahwf and sholghf /'i C✓awc'inp RW b )o" / as passbvJ. Hound %acre Box w/Lurkiny Li4 °C" �PVC Aese lar EWWtny Wre Ileal li as IP of Lid Clewed Rod Cluny or Welds' s/p'.r 10 fL CoPPe✓ CIuJ :rovndng � Rad a Groan tify Place nsldt rods h soN in a hiangula pattern .vexed o l Copper rc d�g Plnfe mmBnum or 16 feel Parc Ran each ,J6 ANG (ori...) 511;d gold +y Oare code, Rcla id 10 bare a cal Wee Belaw Grounding Ground Enhencelnwl M. ,..islwce al ten X0) Mus a tars Rod and ;rouodnq Place. (!f Req-Nvi AO IRRIGATION CONTROLLER GROUNDING DETAIL Win l As Argaliw iWpsvltcg sidr fie n uccndu rce will City sloadads, Of Ivhsi eviligi of the calla o p/wnbbg Code marolo tv as op'! r..ammendall" [agog 20 of the Standa m, toxiVMfums, and as dvected by Me Recr,ollw mrd Parks Ubaclor 2. N! mole cls Saul are naw cod /iso Awn d6i f See o,,,,,,ad l Jropelmgvban paws cad fegegds /w pacific mode rumb=a site, gwoltheg mw"b"hervrS cod pefamonae mquband s 4. Any and d rhanges Ifor III stoadwd Sbelf be Ppraoed by the Reweottan and Poor Ouecia prior to any type Of cwstmcllaa. S Rai &d has mAwaid m faami rcqumanaes !err Moaiam Spfcros Corti MOU be responsrUe la Yo!isltway d( of Buds led tests and tnsfulloam rugmarri which rauy require mrL'licobans to the held inslallviiva. STANDARD IRRIOA110N CONTROLLER GROUNDING DETAIL CITY OF BAKERSFIELD CALJFCFNIA CITY ENLIgEEF e1feCC nOe6S EcEin L-18 BACKFLOW ENCLOSURE r\ N.T.S. FINISHED GRADE IN TURF AREAS PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. GATE VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS j gPRESSURE SUPPLY LINE 2" MIn DEPTH AS PER SPECS. Sr g” PVC MALE ADAPTER BRICK SUPPORTS ----- - - - BRASS UNION BRASS NIPPLE LANDSCAPE FABRIC NO FE 3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF GATE VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INS FALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. Drawing : C: W senwMlwe r,IeDonnellrapvaeleVocaluengpNaPuellsh_la BO%LDINVD.Be. DETAILS. awn Dal Ua, sola. 4:3ipm Grade L-20 /,scala agilema to sSon Polo, Rem cep as irsatlti carer (rat shown, v approved span[ Endo re, ";via pal,) oflacsed la rnounling base Endasum secured to base ( 6 jai ) 510E VIEW PLAN VIEW i kWntAig bas, tamed a cunaefe Ah ///a° ling (dp'aces). £ndxg carr,,(, Aa R3 ,r.J nerd la 1/a"r J' reMeod onrhore SMOOTH TOUCH ANCHOR BASE IdOUNT onxth tame stainless sled Dv *,of NO, m., and vs. d0mg sang don (dao Ii alcbv basal bteHlm Cave, °,ereneei ono'„tad bods, 4'rnhrnlwn Extend 4' belgnd avlslJe �s of enclascl e STANDARD BACKFLOW ENCLOSURE CITY OF BAKERSFIELD CALIFORNIA CITY Samli ELR 'i Wi DEP4n -71 L-18 BACKFLOW ENCLOSURE J N.T.S. PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION I FINISHED GRADE IN SHRUB AREAS 7MIN, I -I{t 24" WIRE LOOP WITH WATER PROOF �rrrrarmlGatlfmLr }� WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE ylA, _FLOW- -s PIPE 2" MIN. I I-_ DIA=` `v\ \ PVC MAINLINE PIPE PER SPECIFICATION BRICK SUPPORTS (4 REQ.) - LANDSCAPE FABRIC --- 3/4" ROCK, 2 CUBIC FT. —PVC MAINLINE PIPE TO MASTER VALVE (NO F LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -S 5 FREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR N.T.S. 4" MIN. 2" L-1$ Fmtshed 6'ade J6--0rh Lenglb at Coded Wife to Sa(ediie 6'aOfi Maybes Valve Circod Rain Cliff PEO SPier Master Yalre 12" Yd rc Box a/Lacking Gd Heu( 8iand 'q1V" or "fS• w top at Lid, J6' Leagih at Calci PC -Cable fa Poo Seaswag Equip at CCU/ Sald/i(e CarboYe- .1Ysemdly Rash B, Flow S F CPM - IOX YAM. OF PIP J" Layer al J/4 -Inch Washed Cra'.el *CA (I of 8) "wragl/te Reduce, (I of i) NO Ic> ! RM r p '• k y K 50L -AOA O to A & P f8 sit as on'b d c 4 b Por Runr, BiN CorSom accept. sited as nmeul J y o;,jfcv end.sa as perks, woad ittws cod sYah<o)iws Musca SOA, vera cAaN he smyb ctrwJ (14) AK copper wee wife Nue msubak, and 10 tag. 2 Ruin Oka f5 soraes fbe Truer :Tad TO per approved phi .T"Aicalkns are agem arrfuer.n reagmnmdnlima ftow sensor cable shd! be (10) ATM /tpail alb drain we undefrycmd com ncnda'Gn cab/e; shieo i soar amara as manulo ..at b/ Page Eactric, LIP, ! esng CA. Flow sensor cable shod be Insld/ed to a I' scmd/rt 40 (wdvil w!lh 10 fag J soba sax /road b- .1,12' coag, faith,! rack n fur/ neo qn d1/! abmr bark much in motor areas 4 Ad material used shill De new and free (foal ua wiec(tws p S ory and all Stanley star, be op%aved by foe Rermahan and Purrs Osnlar Orbr to 'inp(emerdmiag. L-17 MASTER VALVE & FLOW SENSOR N.T.S. 1ILLi L -I, Oesig nlm5tudias L z zaz zr". co , tlarers fl els Cul lfo,o lar Y13V0 Vhonu 661-241-5094 r oaI-xnl-rasa S & S HOMES OFII IE CEN'FRJfL C0AS'1', INC'. Y NOTE: Q a U BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. 1. EACH CONTROLLER ASSEMBLY LU o,o BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SHALL BE EQUIPPED WITH A gi W LL =� v U(f) oEry MASTER VALVE RELAY ASSEMBLY WI m" s J Y (MVR). THIS ASSEMBLY SHALL DO PLASTIC PURPLE RECTANGULAR VALVE BOX WITH NOTE: of BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. 1. EACH CONTROLLER ASSEMBLY BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SHALL BE EQUIPPED WITH A EDGE. HEAT BRAND "MV" ONTO LID. LID SHALL BE MASTER VALVE RELAY ASSEMBLY (MVR). THIS ASSEMBLY SHALL MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. CONSIST OF ARELAY PRE WIRED TO PLASTIC PURPLE RECTANGULAR VALVE BOX WITH NOTE: BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. 1. EACH CONTROLLER ASSEMBLY BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SHALL BE EQUIPPED WITH A EDGE. HEAT BRAND "MV" ONTO LID. LID SHALL BE MASTER VALVE RELAY ASSEMBLY (MVR). THIS ASSEMBLY SHALL MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. CONSIST OF ARELAY PRE WIRED TO THE TERMINAL STRIP. ONE MVR IS g REQUIRED FOR EACH CONTROLLER. w -a— FINISHED GRADE IN SHRUB AREAS 2. THE ASSEMBLY SHALL ALSO BE z st - 24" WIRE LOOP WITH WATER PROOF PROVIDED WITH A FLOW SENSOR F 8 e i- I. WIRE CONECTORS USE WHITE AND RED �- ASSEMBLY FOR USE IN @ r a p y g rrrmrrrrrrrr COLOR WIRES WITH STRIPE CONJUNCTION WITH A MASTER n c " III "'L VALVE ID TAGS VALVE TO MONITOR AND SHU"F DOWN m THE IRRIGATION SYSTEM IN THE°z 5 s w E w - -- - NON -POTABLE TAG EVENT OF AN EXCESS FLOW PVC MAINLINE TO FLOW CONDITION. THIS ASSEMBLY SHALL z SENSOR, PIPE PER SPECS. CONSIST OF A PULSE TRANSMITTER BRICK SUPPORTS (4 REQ.) DECODER PRE WIRED TO THE w 41AND a TERMINAL AND DECODER PRE PVC SCH 40, SLIP BY SLIP COUPLING WIRED TO THE TERMINAL STRIP AND ADAPTER, 2 REQUIRED A "FEE MOUNTED FLOW SENSOR DRAWING TITLE: SCFI 80 NIPPLE THREAD BY SLIP, 2 REQUIRED 3, RUN WIRES FROM FLOW SENSOR LANDSCAPE FABRIC AND MASTER VALVE TO IRRIGATION 3/4" ROCK, 2 CUBIC FT. CON IROLLER. FLOW SENSOR WIRE - PVC MAINLINE PIPE FROM (AEF#9516-2SP). COMMUNICATIONS DETAILS BACKFLOW PER SPECS. CABLE AND SENSOR CABLE MUST BE NOTE. IN SEPARATE 1-1/4" CONDUITS FROM USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF VALVE BOXES TO IRRIGATION THE MASTER VALVE ASSEMBLY. CONTROLLER, M MASTER VALVE N.T.S. Oceobar1, ID18 DATE: 1 0/412 01 8 SCALE:NA DRAWN BY: MM JOB NUMBER: SHEET: 1 PD -2 SHEET 280E 32 BRIDLE CREEK PARK -�—EQUAL NOTE: ALL SHRUBS AND GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE INDICATED ON PLANS. PLANT A MINIMUM OF 18" FROM SIDEWALKS, CURBS OR DRAINAGE SWALES. PLAN N.T.S. SPACIN D—rig zw LDIM DeAgn Jokun)ukerokoidts a s Nome,rBaale Creek PerkeMMNG DRAWwDS%LDl-um.NG DE AILSAW, Loy -t I'M Nuv 1Z 3818, Voo.m 9 3 10 11 8 X12 BZ-FLO BGR1`11LIZI NG SYS'T'EM MODIEL NUMBER - EZ010-FX 9.4 GALLON CAPACITY wNOw"n- FERTILIZER INJECTOR N.T.S. 1 - FINISHED GRADE 2 -VALVE BOX &COVER 30"LX 18"DX 17"W 3 - PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB 4 - EZ-FLO SHUT OFF VALVES WITH DISCONNECT WASHERS 5- EZ-FLO MODEL EZ025-HC FERTILIZING SYSTEM 36"L x 19"W x 25"H 6 - FER TILIZER OUT - CONNECT CLEAR 'CUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING 7 - WATER IN - CONNECT BLACK TUBE TO BLUE CONNECTIONS ON 7 PROPOR HONING CAP AND COUPLING 8 - 1/4" TUBING CLAMP- BOTH THE GREEN 13 AND BLUE COUPLING TUBING CONNEC TIONS 9 - APPROVED BACKFILL 10- PVC MAIN LINE TO VALVE MANIFOLD 11 - EZ BALL VALVE COUPLING CONNECTOR - INS 'FALL ACCORDING TO WATER FLOW DIRECTION ARROW 12 - PEA GRAVEL (2 CU. FT.) 13 - PVC MAIN LINE FROM BACK FLOW PREVETTEN 14 - PRESSURE RELEIF VALVE T L-13 WALL OR FENCE SCREEN N.T.S. NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM '11 IS PURCHASED SEPARATELY. © 2012 EZ-FLO FERTILIZING SYSTEMS, INC dl of Fence eF r chola Lfnk Fence Pau— 1 a µ'Pal Fano Sod Are, 20",e P(wfer Areas 1.0" nn fud Arecs� milt 1'"" lyp. 7, Sidzt 1 XAI"99,"�J 1 - - II �Fnsshed ey (F„f II ` I I Plwifer Arcu 6.0' ihrck Canp o kd concrete Mon sbrp�/.�",(A`,1�!,F� �EORn (Fel", lbollny Nal Shmvo). OA MOW STRIP AT CHAIN LINK FENCE OR WOOD FENCE Cut, 1#ack 5, Ray. top Srd4s EG. (/err) do” lhth Cartrol, naw Sblp Foolueg — EG 10'in Aporwed Yorslnre Harley on Lot Side metol Colada © MOW STRIP AT WALL 05. poo. To lap ''ides do i1w er Nees ; �•�•��� . '� dnw 5'eiy (See Nate JJ) CONCRETE A40W STRIP BUBBLER HEADS PER LEGEND ROOT BALL OF TREE + + r + I. } a. r I F } + + + + + f + + + F + + i F + r,+ + 4 PVC LATERAL LINE PIPE SEE SPECIFICATIONS FOR TYPE \ AND DEPTH REQUIREMENTS PLAN VIEW-N.T.S. mmoWIN ... . N.T.S. 0.5" Y.J. im. 4be/ pe, npnroW duns and av fid ¢aligns kind os drrealed by Me Beaeatim wad Pak, Xmciar © PLAYGROUND SIDEWALK NOI L Ccnsboel v deep scare ewpansiw pal at evwy lwna past and ovary i5' w od' otAer concrete sur/aces: 1. 41I areas to rete"ve concrete shun be caeopoc(ed to 909 (slob. cgnpgcticn to a depth d 6'(0.5) or on a#ected by the Rmnoulkn and Polis 0Nxdx.. J Tep Simba ship shag be 1.0" obora finished drone when od/bcenh to hurl and 20' oban Aa Mod Bade what odir<nt to planhet. 4. µPae the grado w the hal side of the watt' u. higher Than the grave an Ibe dread side 21 the wale, water prco6ng & regaled Seg Orly ShwMad L-9, Pelail9 la anter Proa/m0 regpbMlents B. A 9.0" mae cwcrele mow shrys "'s required nor of led aieos udp' cent 10 nn exsling or /nrpoom Tena Per CRT Standard L -7e, Voted A 6. Any and ca changes ircm this slonowd ddo7 sbapi shall be approved by the Recraobbe, end Parks 0rrxlor arra ha oble;kW10A Z All cancrele she# be Gass B' A gareedeaws Dth City 7fvndadE tAe Ialesl nudim of 5ealinn Z3 of the Standard-pmdglcnfiw,, add as oppraved by the Recren ian van Palk, 06eFla L-11 CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK N.T.S. 4 -INCH GRATE (INCLUDED) ROOT WATERING SYSTEM: PER LEGEND (INCLUDES 1401 0,25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) SECTION VIEW - N, T.S. n • Fa atmos areas' 0,-," THE OBJECTIVE 15 TO BORTEN THE VISUAL IMPACT OF A FENCE OR WALLED FRONTACE, n a as apprnrerl d W PLANT MATERIAL SHALL BE 5ELECTED TO PROVIDE A PLEA51NO LANDSCAPE WITH LOW % dna. BI/ECLp. MAINTENANCE REWIREMENTS. LANDSCAPE PLANT MATERIAL COMEINATION5 SHALL BE h l/ 5 REVIEWED AND APPROVED BY CITY PARKS DIVISION. A 5EPARATE AUTOMATIC IRRIGATION 5Y5TEM 15 REOUIRED, U0) See City 5lanbad d"berm a 5f-8 v L 9 k, P P Pi P P, W Sidoe,pA 9/mmsion(� •y'k- lbroo, r JW N¢ GATE R9 5' A NATION '- Q Q R 55�- 6�L� INILFEIxE/ IYIALYIE51 � IT5 5E 5 Nlptrl `/PRIES EOtfOM OF 5LOPE TREE 15'40' 0.0. _ ,x L P r steal panels z OR BRILL 51T! AH A—r GATE FELE OR redt � yrad) a yes main/uc —O'-5' �. �y teas penF,cgbdns 1Fi (SeeNp(9 B) w�� TREE PLANTING WITH ROOTGUARD �l r�La WIDE LANDSCAPE PLANTING (SHRLE15 ONLY) LONLRE'fE � LLRB(GIRER 5. WIDE LANDSCAPE PLANTING AREA (TREES/SHRUBS) DRIVFn'AY Q 511 AREA ELEVATION ®11 112� I. #RFA ECTNIYN BPCK oP 1,02vW.K PPb NPLL 9. PLL eo lgYBt FEVIPYEv Pl0 T. Na C11✓&FG VINES 9ItaLL BE lX_pp To :zPIDJ PPSOALL'"PD 6r CITY PLLLL Cit FEIL'E. LINE 5WISIS E2 W oeS VI Ro GR FCNLE AT FRORd re 4. I TReSNI94GN. LPEARBET, IP FRGNIPedbe 15SK FEew IOD 4.N1%}M5feVFe.BS.lAEe515rW.L NAV. AN 0. NO LNASL IwRROV¢MeittS SHALL E2 9KELg! LINEAR FEET, i1ff AFEA BEhE£1f FENGFiYVbI. PIG I5. ISR1IN, PL LO PEO Aedl COW.PETE 01015161 00 BACK OF CN[B 51W1 RELIEVE COIY.pElE. 9. IRRIOATI4N 5Y5TEM SfPLL HAVE A $EPPR\lE EeNSHE 2D TO T PAOF OP HI W[RC Saw GR 1. FAVA2el fgy[N NA'Y EE I,pg) py,Y YfiN POMC OF LOWELTIOH. GRILL SITE RtgITMQ le LE55 NI IW LRRAL .1STPt'LC @N[0{ EVI SIIPm FevB8 a. FAIp,90 P1p TREE5 55NPI.L EE svALEp Ip ppPL Ag MCgypEp FPWyj EL To TIC nnJAGeNf EXGC"p510'. GL05fR TIPNh IHQIR HAL pIMEIER AT MANUIT. 51RFFT'. CITY OF BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. SII'I' 13 OF 14 L -1J APPROVED RCExxxxx On'r T L-13 WALL OR FENCE SCREEN N.T.S. NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM '11 IS PURCHASED SEPARATELY. © 2012 EZ-FLO FERTILIZING SYSTEMS, INC dl of Fence eF r chola Lfnk Fence Pau— 1 a µ'Pal Fano Sod Are, 20",e P(wfer Areas 1.0" nn fud Arecs� milt 1'"" lyp. 7, Sidzt 1 XAI"99,"�J 1 - - II �Fnsshed ey (F„f II ` I I Plwifer Arcu 6.0' ihrck Canp o kd concrete Mon sbrp�/.�",(A`,1�!,F� �EORn (Fel", lbollny Nal Shmvo). OA MOW STRIP AT CHAIN LINK FENCE OR WOOD FENCE Cut, 1#ack 5, Ray. top Srd4s EG. (/err) do” lhth Cartrol, naw Sblp Foolueg — EG 10'in Aporwed Yorslnre Harley on Lot Side metol Colada © MOW STRIP AT WALL 05. poo. To lap ''ides do i1w er Nees ; �•�•��� . '� dnw 5'eiy (See Nate JJ) CONCRETE A40W STRIP BUBBLER HEADS PER LEGEND ROOT BALL OF TREE + + r + I. } a. r I F } + + + + + f + + + F + + i F + r,+ + 4 PVC LATERAL LINE PIPE SEE SPECIFICATIONS FOR TYPE \ AND DEPTH REQUIREMENTS PLAN VIEW-N.T.S. mmoWIN ... . N.T.S. 0.5" Y.J. im. 4be/ pe, npnroW duns and av fid ¢aligns kind os drrealed by Me Beaeatim wad Pak, Xmciar © PLAYGROUND SIDEWALK NOI L Ccnsboel v deep scare ewpansiw pal at evwy lwna past and ovary i5' w od' otAer concrete sur/aces: 1. 41I areas to rete"ve concrete shun be caeopoc(ed to 909 (slob. cgnpgcticn to a depth d 6'(0.5) or on a#ected by the Rmnoulkn and Polis 0Nxdx.. J Tep Simba ship shag be 1.0" obora finished drone when od/bcenh to hurl and 20' oban Aa Mod Bade what odir<nt to planhet. 4. µPae the grado w the hal side of the watt' u. higher Than the grave an Ibe dread side 21 the wale, water prco6ng & regaled Seg Orly ShwMad L-9, Pelail9 la anter Proa/m0 regpbMlents B. A 9.0" mae cwcrele mow shrys "'s required nor of led aieos udp' cent 10 nn exsling or /nrpoom Tena Per CRT Standard L -7e, Voted A 6. Any and ca changes ircm this slonowd ddo7 sbapi shall be approved by the Recraobbe, end Parks 0rrxlor arra ha oble;kW10A Z All cancrele she# be Gass B' A gareedeaws Dth City 7fvndadE tAe Ialesl nudim of 5ealinn Z3 of the Standard-pmdglcnfiw,, add as oppraved by the Recren ian van Palk, 06eFla L-11 CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK N.T.S. 4 -INCH GRATE (INCLUDED) ROOT WATERING SYSTEM: PER LEGEND (INCLUDES 1401 0,25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) SECTION VIEW - N, T.S. n • Fa atmos areas' 0,-," n a as apprnrerl d W loalt' ,vn & Parks % dna. BI/ECLp. y,+ h l/ 5 'lash# boas olwg O ` R olpraalw U0) See City 5lanbad d"berm a 5f-8 v L 9 k, (waked W Sidoe,pA 9/mmsion(� bY.^lance lbroo, JW N¢ Q Q � m m ,x L Y r steal panels z redt � yrad) a yes main/uc (sarong Tablets- �. �y teas penF,cgbdns 1Fi (SeeNp(9 B) w�� TREE PLANTING WITH ROOTGUARD �l r�La � Q fm FINISH GRADE BUBBLER PER LEGEND CHECK VALVE (INCLUDED) OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS FILL WITH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE 1/2 -INCH PVC SCH 80 NIPPLE (INCLUDED) 1/2 -INCH 90 -DEGREE ELBOW (INCLUDED) 12 -INCH SWING ASSEMBLY (INCLUDED) 1/2 -INCH MALE NP'T INLET (INCLUDED) PVC SON 40 TEE OR EL LATERAL PIPE 4 -INCH BASKET WEAVE CANISTER (INCLUDED) AMENDED BACKFILL ROOT BALL OF TREE NOTES: 1. Appy Svrl ammc4nmt as per s,# lest and per approved plans and speeihcatraes end as drawled by Recreallae and Parks 0irecha. 2 A)/ trees shall be double cloned Wilk new 1A' P'o. Pressrm treated lodge Pde Pins stakes Rerrrore angmul nursery, stakes /ran al pros ct pkat molerid end Hata# Hex tree slakes For details 0 and C. S Place roof and w bgd9lunno native sed per dela➢ 8 3ctlkllll We hall vol rd, bckho) ink per approved plans and spEnvaaliaves and Pole" saffc'iedly to settle eoR be. all suit,. water has drwTr✓, add svldrieot backfr# mix to retch Inched grade Cant ab 4" berm to create a-olertV basin wand lice, fit) brim with water add refill trace water has drained. Remove berm prig to mstoling torr or beik match 4. Arbor bunk Cuads a opprored egad qre mgadod around all frees pronte✓ n Tarr onus. 5 Pool Cuaid Banter msto#af en is required la it bees 50' w L=as Lan n bund sorlu"e a s it clod the R t "' Parka c d u d e 4 euao pN writ u kr Y Y ewt to the e linea ,Axe,, 5' kplace 10' of fame/ for llel and, and to the edge of hard duff re, 5 la .00h site Y bee For hew weirs and other sinal Ureas, install sous, Dvaier ararnd e✓ roar side, of the too( ball m a 'sarwnd Wp"n,oha . 1dpminy pavers shdh be ladened logether per manu/orhara rata mendelian. B (lading 7adaf(B) sbull GI, averrlr aIxud and Piaeed 20' bola, fivdhe t giede new real boll on lubber 1 - Andel per 1-GBBo .. 6 - lablets per 15 Gallon, J - ToNals per 5 Collie. 9 - Tub/els Por 24" Box Z Any and dl deMimo lion this etateard ohall ba apera2d by live Reemahia" and Parks OlreNcr petit to cwshadlan. 8 At[ landscape bstallalim sbaif ba ,h c ordance with Cay Stendads, Vunulochorei's Atoka, wel0 , and Sactfu" 20 of the Slaedard 5Sner/6aabarS 9. N/ material used knoll be waw wd !see /ram rarpa/eaPolns t0 Sea approved landscape, bad finigiUan pleas & 4milgoob'pny Stones (See No,, /2) ',Pokooc made/ numbers, sea makefaclura, and parla Bance "egb6... ls See C111 Skeeiard VI t-8 fa mat watering Trw SoPpal fud L err Equcl) rmnk Gcoid (Port Areas only) ter Bcan (Temp -1y) Imo at tree shill 83 to 2'0. FG ® STAKING DETAIL (SECTION flee /rank frevaoIDy _ ;1fnd 0irettign yrs rakes VV�� —Tree Canopy G D Suppw! CO STAKE LOCATION L-10 PLANTINGS T.S. /m dedoe. OOTYPICAL SHRUB D PLANTING DETAIL IILLNANL am -"SV Des iy n�Studios L" 6a ke rs(IeI J. Callfo rnla�Y]3o P L." n e L r v I I I I S&SFIOMES (AF'TIM CLNTRAL COAST, INC DRAWING TITLE: PLANTING DETAILS DATE: 10/4/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: 1PD-3 SHEET29OF 32 BRIDLE GREEK P/ W k m MO U0) w p W k ammo v JW N¢ Q Q � m m DRAWING TITLE: PLANTING DETAILS DATE: 10/4/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: 1PD-3 SHEET29OF 32 BRIDLE GREEK P/ k m a w p k k 5 u C L z � S � Q e ®11 DRAWING TITLE: PLANTING DETAILS DATE: 10/4/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: 1PD-3 SHEET29OF 32 BRIDLE GREEK P/ k a w p k k 5 w p C L z � S � Q e ®11 rc DRAWING TITLE: PLANTING DETAILS DATE: 10/4/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: SHEET: 1PD-3 SHEET29OF 32 BRIDLE GREEK P/ D2mIng. Z'.a LDII Deslyn Jobs\bakeislleldlS&6Homes\BridJg CLaek ParR�WCRKINGDRAWING81LDl-WDBC ETAILSJwg Lzr"ur IRS 4 ._17,2I8, BB in EXPANSION TANK, REFER TO BOOSTER PUMP DESCRIPTION IN LEGEND FOR SPEC., INSTALL PER MANUFACTURER'S RECOMMENDATION BALL VALVE, IRRIGATION BACKFLOW AND ENCLOSURE, WRAP RISER IN REFER TO LEGEND INSULATION TAPE CONNECTTO IRRIGATION METER SHUT OFF VALVE, J REFER TO LEGEND NOTES'. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF TANK, TEE FITTING TO SUPPLY PUMP, SLAB THICKNESS, NEEDED EQUIPMENT, AND ALL LOW FLOW BYPASS & CONNECTIONS FOR APPROVAL PRIOR TO PURCHASE OR DRINKING FOUNTAIN FABRICATION. BACKFLOWS CONTRACTOR TO PROVIDE AND ASSEMBLE ALL COMPONENTS, VALVES, PIPING, ETC., TO PROVIDE A COMPLETE, WORKING ASSEMBLY, INCLUDING FLOAT VALVE AND LOW WATER CUT-OFF FOR PUMP. DESIGN, FABRICATION, INSTALLATION AND OPERATION OF TANK MUST COMPLY WITH STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND ALL FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS, ORDERS, CODES, AND ORDINANCES. CONTRACTOR TO VERIFY PRIOR TO START THAT THERE ARE NO CONFLICTS WITH EQUIPMENT TO BE LOCATED WI THIN EQUIPMENT ENCLOSURE. BOTH MASTER VALVES AND BOTH FLOW SENSORS SHALL BE WIRED BACK TO CONTROLLERS'A' &'B'. SUBMIT SHOP DRAWINGS TO CITY FOR APPROVAL. SHUT OFF VALVE, REFER TO LEGEND FLOAT VALVE - BERMAD MODEL #750-40 6" THICK CONC. PAD ENCLOSUREINCLUDES CMU WALL, GATES, AND CHAIN LINK ROOF, SEE ADJACENT DETAIL CONTROLLER PEDESTALS T TO BE MOUNTED ON PAD \ GALVANIZED HOLDING TANK (2,500 GALLON, 4' HIGH X 10'4" DIA.) AVAILABLE FROM TIGER TANKS (800) 818-2657 NOTE: ALL FITTINGS FROM WATER POINT OF CONNECTION TO PUMP INLET SHALL BE THE SAME SIZE AS MAINLINE, VERIFY WITH C.O.B. REPRESENTATIVE NOTE'. HORIZONTAL DISTANCE BETWEEN EXPANSION TANK & BACKFLOW IS NOT TO EXCEED 2'-0" NOTE'. C.O.B. REPRESENTATIVE TO APPROVE LAYOUT OF ALL ABOVE DRAWN EQUIPMENT IN THE FIELD PRIOR TO INSTALLATION FRAME AND BRACKETS FOR SECURITY COVER ABOVE E SEE I LLA SMOOTH BXO%16CML co LOS AND TEXTURE TC AD JA CENTNEIGHBO $EE ENLARGEMENTA CHAIN -1 GALVANIZED HOLDING TANK (2,500 GALLON, 4' HIGH X 10'4" DIA.) AVAILABLE FROM TIGER TANKS N Z (800)818-2657 ANCHOR ANGLE BRACKET IMBEDDED IN CONCRETE, CONCRETE THICKNESS PER MANUFACTURER'S RECOMMENDATION DRINKING FOUNTAIN BACKFLOW 1" FEBCO 825Y WITH VIT STRONGBOX SSBC45 ENCLOSURE AND POLAR BLANKET TO DRINKING FOUNTAINS VENT & OVERFLOW OPENING (MAY BE PIPED TO A FREE DISCHARGE) REFER TO CITY STANDARD DETAIL W-17 BOOSTER PUMP & FACTORY SUPPLIED CONC. PAD, REFER TO LEGEND FERTILIZER INJECTOR, REFER TO LEGEND SHUT OFF VALVE, MASTER VALVE, J REFER TO LEGEND REFER TO LEGEND FLOW SENSOR, REFER TO LEGEND POINT OF CONNECTION EQUIPMENT SCHEMATIC ASSEMBLY 0 4" DEEP CONCRETE THRESHOLD EXPANSION TANK P' CRUSHED GRAVEL BALL VALVE, 4" DEPTH WRAP RISER IN INSULATION TAPE PLAN VIEW P.O.C. EQUIPMENT ENCLOSURE 1,1 = 41-011 261-011 ENCLOSURE WITH CHAIN LINK ROOF PLAN VIEW BOOSTER PUMP & FACTORY SUPPLIED CONC. PAD, REFER TO LEGEND MAINLINE PER IRRIGATION PLAN STEEL POST CAP W51.DED 7- ROUND BARREL BODY HINGE, j' DIA STAINLESS STEEL PIN, WELD IN SETNEEN SO LANE STEEL TUBE POSTAND PERIMETER TUBE 2X2%Ig METALTUBE B%y; PERIMETER TUBE TO IRRIGATION PERFORATED SH EST NIETAL SYSTEM BXSX} SQUARE STEE L TUBE POST MASTER FLOW _ FERT. I - VALVE ENSOR-INJEOTOft � �' TO DRINKING `OcS E FOUNTAINS SU DRINKING FOUNTAIN BACKFLOW, REFER TO IRRIGATION LEGEND SHUT OFF BALL VALVE, LINE SIZE, REFER TO LEGEND PLV. CHAIN-LINK SECURITY COVER, SEE ENLARGEMENTS AND NOTES—MORTAROAP CONCRE IE $LAB PEROITY STD DETAIL $b9 SMOOTH 6XeXI60MY BLOCK COLOR ADD TEXTURE TO MATCH ADJAG ENT NEI GHBOHHOOD HORIZONTAL 24 OU VE=U112 REINF. � LAP 4B BAR %I DIAMETER 1 ALTERNATE ROCKS ` 3" CLR. 711I I �r � IT -0. 261-011 101-911 T I I LI CROP BOLTTTTF'YIT 1,' PER CITY STANDARD DETAIL SF27 BAR TIES. AS SHOWN, TYP. BAi HORIZONTAL, AS SHOWN, FYP. REBAR VERTICAL, CP - PERFORATED SHEET NEPAL UX2Xj PERIMETER TUBE 2X2,LISAFTAL TUBE XOTS VAN STOCK \-DoRrINUOURSVELD GRIN. G.CATH 6XUP4 SQUARE STEEL TUBE POST 'IF ROUND BARREL BUOY HINGE, I CIA SCARE 5 FEEL TULL POST AND PRIVATES PULL Design @Studio s Bakersl a/6T IT Y]OB F� 6611 L X-4as4 rl rln S & S HOMES ON'FNE CIENTRAL CCAS'[, INC. Y Q Q U d Lu LEI � o i�D T co R W LCGLJ " " Q Q ED m TENSION BAH CMU WALL TENSION BAR LOOP CAP —PIPE DOME CAP F'16"� 2 o _ LMU'f/ALL jMI I$'S" 0 O. SCH 40 STEEL PIPE WELDPIPETO' LERACKEf MIN. 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PRODUCTS AT ADJACENT NEIGHSCRHOOVS., * Omobc�4. 2018 � eo�beT3l1. 301'J �� gMCHORTO GMV W/TREN HC WELLSIZ2, TYPE& LOCATION PER STRUCTURAL L4%4%} gNLF10R TOLlAV WRITEN HG 2PLCE. WELD SIZE TYPES 0' COCA TIONPESTRUCTURAL IN UPS BRIE TO BE 2"%B GAUGE ZINC VOA FEL JOB NUMBER: SHEET: }" GIA. SOREW ANOHDR, SHEET300F 32 i" DIA. SCREW ANCHOR, MESH STEEL MESH 31E LENGTH PER STRUCTURAL LENGTH PER STRUCTURAL SECTION AT CMV .. -__ ....... _, _ ... .......... SEC URITY COVER ENLARGEMENTS ......... ......... .. ____� Design @Studio s Bakersl a/6T IT Y]OB F� 6611 L X-4as4 rl rln S & S HOMES ON'FNE CIENTRAL CCAS'[, INC. Y Q Q U d Lu LEI � o i�D T co R W LCGLJ " " Q Q ED m BeIULE UL EeH HANK Y BEBE 2 o _ O jMI z L B N O - O <1 9 4 KI FI DRAWING TITLE: PLANTING DETAILS tipTIDSC4pp� qp w 51T'l - V N * Omobc�4. 2018 � eo�beT3l1. 301'J �� 01' CAVIt��� DATE: 10/4/2018 SCALE: NA DRAWN BY: mm JOB NUMBER: SHEET: I P D-4 SHEET300F 32 BeIULE UL EeH HANK IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description'. A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local municipal and state laws and rules and 9 P regulations governing or relating to an onion of this work are hereby incorporated 9 9 9 p YP P into and made a part of [hese specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etcas may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. Th Contractor shall not willful) install the irrigation system as shown on the The y g y drawings when it is obvious in the field that obstructions rade differences or g .g discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1, The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up to date a complete "record" set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all limes for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non -permanent nature of both devices. All work shall be subject to approval by the Landscape Architect. 4, The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines h. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves I. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed mylars to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required Information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owner's authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a bloacline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be sealed by a plastic laminating process. the plasstic laminating shatters shall be a minimum of 10 mil. thickness each. Um ,c. C WccrcVdIXa _I02801LDFWD BC SPECS d, L goat &1 Oct os, 2015, 4:31 nri D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a, Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. IS Catalog and parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major pieces of equipment. 2. In addition to the above mentioned maintenance manual.provide the Owner's maintenanceersonnel with instructions for major equipment and show evidence in p 1 writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed Linder this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loadin unloading, an storm of PVC e and fittings. All PVC e shall be 9.0 9: d g PP 9 PP transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form, The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping For sizes 2 and 1/2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension IS D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval I. Date of extrusion - 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. e. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type 1 Grade II PVC Compound conforming to ASTM resin specification D1784. All pipe must meet requirements set Forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2,01 B of these specifications. C Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coals of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow, prevention units shall have a bronzed screwed body with 100 mesh morel screen and shall be similar to Bailey 10DA or approved equal. H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW -V-51 D, Class A, Type IV. 2. Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet a y y g and outlet. Internal parts shall be stainless steel with Bunn -N seals. Valve shall be field adjustable against drawoul from 3 to 40 feet of head. Anti -drain valve shall be similar to the King Bros. "CV" series or approved equal. I. Control Wring: 1. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires sharing the same automatic controller shall be the same color. Common wire shall be white in color with a stripe to match the pilot wires with which it is circuited on the same controller. Provide different colors for each controller installed on the same project. Install wire in accordance with valve manufacturer's specifications and wire chart, In no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap -rite wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location shall be furnished b others. The final hook-up of the automatic Y P controller to the 120 -volt ower source shall be the responsibility of the irrigation p P Y g contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes. 1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-1213 with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson Industries 1419-123 with green bolt down cover or approved equal. M. Sprinkler Heads: 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings arid/or specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings, 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 -EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 32 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. B. Water Supply. 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply'. 1. Electrical connections for automatic controller shall be made to electrical points of connection as shown on the drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A. Trenching: 1. Di trenches straight and support e continuous) on bottom of trench. La e to 9 a9 PP PP Y YPP even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. r r of 18 -inches for all pressure supply lines. 2. Provide for a minimum cove P PPY 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler irrigation Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work. 2. Where any cutting or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies. 1Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detailin absence of detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the Landscape Architect. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent -weld methods shall he as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Controller. Install per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 -volt power connection to the automatic controller shall be provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves'. Install where shown on the drawings and per detail, When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. I. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to Flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs. The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise Y of this right the Owner shall not relieve the Contractor of his responsibilities b t P 9 under the terns of the guarantee as herein specified.ecified. 3.5 Existing -frees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2 -inch and larger roots occur shall be done by hand. All roots 2 -inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is ruin close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Trenches adjacent to trees should be closed within 24 -hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. irrigation equipment 2. If itis Determined that adjustments In the g ation will an o adequate coverage, the Contractor may provide proper d m re a q g y also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contract shall be accomplished r within ten days after notification by Ownero Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan oras required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1, The Contractor shall request the presence of the Landscape Architect in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric control valves or quick coupling valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. e. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic prior to an planting and for 90 operation for period of seven days o P P Y P YP 9 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated: 1. Pre -job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Observation to begin maintenance period - 7 days. 8. Final Observation - 7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & by whom these observations were made. C. No observation will commence without record drawings. In the event the Contractor calls for an observation without record drawings, without completing previously noted corrections, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END Desiy nTvStudios Deka rs Rald <"Ilforn l3 93308 Ith 661-z41-5090 Faa 661-211-509 nnn -S&-S S HOMES Or run CEN I INL COAST, INC. Y Q Q U Q. � D W W W o"6 iZ' IL o i s v Cn w ° U -o,E,e W W J � Q � m fY] i 3 V k v t p > t it K E 0 t t Z _ _ z a®®4®' DRAWING TITLE: IRRIGATION SPECIFICATIONS L;sNDSGIPH• o 5w 564 y. * D"w6eM.2M 9TH,"OambeLIP,2111` r�9. DATE: 10/4/2018 SCALE:NA DRAWN BY: MM JOB NUMBER: SHEET: LS -1 SHEET31 OF 32 BRIDLE CREEK PARK -%, %dIv LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings, r from the agreement or from the vi tion from thesespecifications o 0 2. Node a 9 general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications. A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage. The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 'I. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. ur-iu:CIft-loi,. McDonnellAapprlaleVacalVamyW4PubII5M1,1020NL01-W0..0SPECSU l Luyaut PS 1 WWI 201 .Ulf r D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 - MATERIALS 2.1 Grading:Grade all areas by fillip and/or removing s ur lus soil as needed to ensure proper grades and drainage as indicated on the plans. . Unless otherwise noted, fini h grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions, Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs. A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. See soil analasyst from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: A. Container -grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Pruning of plants will not be tolerated. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 1 Year, 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery. . ........ ....... 1 Year Shrubs, 5 gallon and smaller.... ..... ..... I Year Ground cover.... . ....... , 1 Year Lawn...... _ .......................... 1 Year 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 Its. actual nitrogen per 1000 sq. ft, at end of 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance period in the presence of the Landscape Architect. PART 4 - PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, sheet SMR -1. P q in II a in a weed and debris free condition Contractor is responsible for maintaining a areas 45 C p g throughout the maintenance period. (See specifications). 46 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to planting. 4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then from the site. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. PART 5-HYDROSEEDING. 5.1 Seed A. Label seed and furnish in sealed standard containers with signed copies of statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. D Dry, 9 P h organic powder drocolloid formulation. Y E. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. F. Application of soil and mulch tackifier to be made at a minimum fate of: a. Flat areas -80 pounds per acre. b. Sloped areas (3:1 or steeper) -120 pounds per acre. G. Acceptable Manufacturer: Ecology control -M Binder by Conwed. H. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. I, Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. 5.2 Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. C. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture, Each package of the cellulose fiber shall be marked by the manufacturers to show the air dry weight content. D. Acceptable Manufacturer: Conwed. 5.3 Seed Binder: A. Acceptable Manufacturer: Earth Guard at 4 gallons per acre with Jute netting. 6, Mulch should be applied at a rate of 1800-2000 per acre if Earth Guard is used. 5.4 Additives and Fertilizer: A. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. B. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. 5.5 Area Preparation A. Soil Preparation 1. Cross -rip on -grade turf areas to a minimum depth of 6 inches. Remove stones over 1 inch (13mm) in any dimension and sticks, roots, rubbish and other deleterious matter per Section "Finish Grading" - 2. Where additional soil is needed, place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. 3. Broadcast soil amendments uniformly over surface of the area to be treated. Roto -till the top eight inches (6") of turf areas to evenly distribute the amendments and conditioners into the soil, 4. Leach soil prior to amending. After approximate finished grades have been established, and soil has been leached, soil shall be conditioned and fertilized in the following manner. Soil conditioner shall, at the rate specified in the approved soils test recommendations, be uniformly spread and cultivated thoroughly by means of mechanical tiller into the lop six inches (6") of soil. 5. All soil areas shall be compacted and settled by application of irrigation to a minimum depth of six (6) inches prior to any plant materials being installed. 6. At time of planting, the top 6 inches of all areas to be planted shall be free of stones, stumps, or other deleterious matter one 1 -inch in diameter or larger, and shall be free from all debris, or similar objects that would be a hindrance to planting and maintenance. B. Weed Control: Turf area shall be weed free at the time of installation. 1. irrigate all areas to be hydroseeded for one week prior to spraying herbicide. 2. Apply herbicide to actively growing weeds, in warm, sunny weather if possible. Avoid overspray onto non -target plant material. Follow manufacturer's recommendations for mixing and application of herbicide. 3. Spray all planting areas with Roundup (Glyphosate) or approved equal to kill all weeds per manufacturer's instructions. 4. Irrigate all areas to be planted an additional two weeks to germinate any residual weed seed. 5. Apply a second application of Roundup (Glyphosate) or approved equal to all planting areas. 6. Planting can begin 48 -hours after the second application has been completed. 7. Pre -planting Herbicide: Apply pre -planting herbicide to visible weeds, before and after soil placement. 5.6 Post Installation Care A. Mowing:First mowing of seeded turf to occur after establishment, typically 6-8 weeks after application. Mowing height to be 1 - 1-1/2 Inches. Thatch to be removed as needed. B. First Use: First limited use can be allowed two weeks after the first mowing, depending upon rate of establishment. C. Re -seeding: For areas with low coverage of germinated turf, hand seed during warm months (April - October) at a rate of 1-2 pounds per 1,000 square feet. D. Fertilization Monthly application during the growing season (Apr. - Oct.) of 16-6-8 commercial fertilizer, apply per manufacturer's recommendation. END MAINTENANCE PERIOD NOTES: I The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days- 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. walks and slabs shall be kept 1 n limited to turf, roundcover areas concretep 4. A s including, but of II area 9• g clean and free of weeds, litter and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the city, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of Its maintenance period. After the area has been brought up to city standard, the city will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the city re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the city's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with the next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "as built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers, Also, a set of 11 x 17 laminated "as built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the city. 11. Before the start of the maintenance period, the contractor shall submit all unedited invoices of said rain bird equipment to the city of Bakersfield Recreation & Parks representative for their maxicom dollar fund. Desig nLaStudios 2202 d'ua , coi oa.er, n..ia,r ur"r"" 422 oa vn"n" 551 -241 -solo Fax G fi 1- L 4 I- 5 0 9 v' nnn S & S HOMES 01 nu CENTRALCOAST,INC. Y � Q Q U Q. W g Lij W weW z FL oE W W ;a Q a Do m r u a o g w sc z 1 k C � a DRAWING TITLE: PLANTING SPECIFICATIONS �pCIDSGIPE 4 A oa"5.,4.2015 S� vm„5"ogaor "�� yT6"0 CALIFU�� DATE: 10/4/2018 SCALE: NA DRAWN BY: mwi JOB NUMBER: SHEET: LS -2 SHEET 320F 32 -W-010 LED FIXTURE SCHEDULE 9 LED MODULE 5EE 5HEET E-2 TYPE MANUFACTURER AND CATALOG NUMBER TYPE COLOR TEMP WATTS DRIVER OPTIC/LENS REMARKS QTY S1 VISIONAIRE NEW ORLEANS II HT `— POLE BASE AND GOVERPLATE 12. POLE TOP WALKWAY -1/2"MIN. NON-5HRINK - — - 6ONID fT LONGEN_ED LIVER BOOR OR PELOW GRADE N2F-L HTL3CP T5 42 3 4K UNV PT BZ FIN3/FBC LED 4000K 100 0-10V DIMMING T5 18 M. 100 PROVISIONS FOR FI F/,TRICAL SERVICE ACCGRPINSLY. INCLIDE ALL SERVICE COSTS AND UTILITY CCMIPANIY 6NAR6ES IN PID, LIGHT GRADE Yx. VISIONAIRE -- }- HATOH Wi" INDICATE NO OF OR WIRES N LOGE SIZED PROVISIONS FOR TELEPHONE SERVICE ACCORDINGLY. IN0.IDE ALL SERVILE COSTS AND ANY UFILITY COMPANY CHARGES IN W. -(4) 1/2"DIA. x 18" LONG BOLTS V. DCB -4 5RF BZ/RNTFA 5RF .25012 AKB 343 S1/T3R VERIFY K MFR. . PROVISIONS FOR GAPLE TELEVISION &ISORDNI WLLDE ALL ELHCI'P`: L ENGINEERING 12' POLE -PROVIDE (3)113 TIES LIGH' NL' DESIGN BZ WITHIN 6" OF TOP OF 17. ALL PERMITS 5HALL PE OPTAINE? AW PAID FOR PY CONTRACTOR FOOTING 17030 ® ?STRIPUFION SWITGHPOARD OR PANEL -»3 TIE5 ® I6"O.G, S2 LITTHONIA —RS VERTICAL TIE5 (4) REOV. 00SUCCE IN AVENUE, 516NAL TERMINAL (.APUET, SERFAGE & FLU BIH eAl(EreNeIeLD, cA ..C. FLOOD LIGHT WITH WIRE (601) 631—'11351 OFL1 P140K MVOLT YK DDBXD OFLIWG LED 4000K 27 ELECTRONIC FLAT CLEAR as SWITCH CONFROL, NO. INDICATES (IRCUIT. 1 QgOFESSION 27 ALO 0 RECESSED FIXTURE WITH JNOTION PVN FOR TIRU WIRN6 a E01 OB ^' EXT LIGHT WITH ARROWS A5 SHOWN ON PLANS, WALL AND 00 GUARD EXP. /2 1 A 53 ALCON IRIS Sr -VT CTR\C OF CAUf LIoFIXTURE GESKTNAcp- LETTER INDICATES TYPE, 100 NO.. INDICATES WATTAGE 5EE FIXTURE SCHEDULE. FLOOD LIGHT WITH WIRE FG MFLHANICAL ERUIPNEN7 DE516NA71CN. 11229 20 C PCI LED 4000K 20 ELECTRONIC PRISMATIC 4 Q H1P-H FLOOR RECEPTACLE 20 REOOfALLE, P", ISA, III MOM 5-158 +V" UNC. GLFIM RECEPTACLE MTD. APOVE PAGCSPLASH GUARD RP -EX RECEPTACLE W/LOWER HALF 5Wf CTE? 6"X6" GONGRETE APRON AROUND— BOX 4 POLE BASE IF NOT SURROUNDED BY 51DEWALK GRADE - BOX FRAME BONDED– TO GROUND 5EE DETAIL® 2" THICK MORTAR BED 5EAL BOX BOTTOM 3/4" GRU5HED ROCK UNDER— BOX 8" THICK 18" MIN. RADIUS FOR CONDUITS EXTENDING TO PULLBOXE5 OR PEDE5TAL5 A -F 1/2" X 8' COPPER GROUND ROD FLUSH PU 5GALE: NONE SECTION TA FACE VIE`N TOP VIEW 3/4" PVC, DRAIN TO &RAVEL r(SHRISTY 81017 130X I 5EE DETAIL 6RADE 2" THICK MORTAR BED SEAL BOX BOTTOM 3/4" CRUSHED ROOK BOX 8" THICK NOTE: SEE DETAIL B, 5HEET E-1 OR 0.- LIGHT POLE PULL BOX 3/4" PVC, DRAIN TO GRAVEL 3/4" PVG DRAIN Fr TO GRAVEL CHRI5TY BIOI I BOX 5EE DETAIL IC) INTERMEDIATE PULL BOX NON TRAFFIC, AREAS PULL BOX: BOX - OLOCA5TLE 131017 OR APPROVED EQUAL WITH GALVANIZED STEEL 5KID RE515TANT BOLT DOWN LOCKING LID MARKED "STREET LIGHTS" LOCATE PULL BOX WITHIN 2' OF POLE BASE WITH CONTINUOUS CONCRETE APRON - 200' MAXIMUM D15TANGE BETWEEN PULL BOXE5 IN5TALL 5" MINIMUM THIGKNE55 OF 3/4" GRU5HED ROCK UNDER BOX FOR DRAINAGE IN5TALL 2" MORTAR BED ON 6RAVEL TO 5EAL BOTTOM OF BOX IN5TALL 3/4" PYG DRAIN PIPE TO ALLEVIATE 5TANDIN6 WATER IN PULL BOX BOND LID AND FRAME X DETAIL FACE PENETwE S TEEL FLANGE USE MASONRY BIT TO DRILL CONCRETE BOX AFTER CONCRETE SKIRT IS IN PLACE fO PREVEN F DAMAGE TO GRIND PUl_ LBOX GROUND I N6 DETAIL TYPICAL SCALE: N'FS MIN XI -3/4" WEDGE ANCHOR ILSCO GBL-4DB TH-14 PROVIDE A STAINLESS WIRE GUARD CAGE ATTACHED TO CONCRETE COMPLETELY SURROUNDING FIXTURE �-FlNISHED GRADE QAC PAVING, 2-3/8"OD x12" -- WHERE OCCURRING GALVANIZED STEEL \ SIGN LIGHT AS SPECIFIED PIPE, ATTACH TO .III FITTER EATTACHMENT N\ WARNING TAPE NATIVE SOIL BACKFILL 6" MIN LEGEND FREE FILL O SECONDARY Of TELEPHONE IG MATERIA O CABLE N OO DISTRIBUTION Q) GAS, 'WHERE -J OCCURRING TRENCH DETAIL CONCRETE (NON -REINFORCED) ORS CRs COUPLING CRS BO' PVC 12" MIDI. — CPS/PVC 'NATERTICHT COUPLING FIXTURE TYPE S3 AMOUNTING DETAIL 4..7 SCALE: NTS FRAME BONDED ,ROUND FOR GONOUIT5 FULL13OXES OR PEDE5TAL5 1118 BARE GU TO CND. LUG. GENERAL NOTES I. VISrr JOB 5frE AND VERIFY EXI571N6 GOW FIONS PRIOR TO PD. Z. THE BLEGTRIGAL WORK MALL PE INSTALLED IN AOOORDANLE WITH THE 2016 CALIFORNIA ELECTRICAL CODE ANP ALL APPLICADLE LOCAL ORDINMI(,E5. WHERE PLANS GALL FOR A ft HER SrAWARO THAN APPL.ICAME CODES, THE P AN5 5EAL 60VERN. 'S. 50"T RLN5 ARE SHOWN PAERA"TICAILY. EXACT LOCATIONS SHALL PE GETERMIINED IN THE FELD TO SUR FELD 60WIT KhNs. 4. ALL ELECTRICAL EQUIRVENF, APPLIANCES ANP LIEHDIN6 FIXTURES SHALL PE L6TED PY A REC;6ftIZED TEST LAP AND DEAR THAT LAPEL CF APPROVAL- 0. PPROVAL5. CONTRACTOR FURNISH, Ih57A L AND CONNECT ALL MATERIAL AND BGU11PNENF FOR THIS WORK UNLESS OfHERWSE NOTED. 6. FURNISH DISGONWZ"T 5WI7GHE5 AT REMOTE MOTORS. 7. ALL SPACES AS 1WICATED ON PANELS OR SW1TO-WARDS SHALL PE COMPLETE WITH HARDWARE ANP PU551NG FOR FUTURE WEAKER OR LIGHTING CONTROL DIAGRAM SwrGH. S. CHECK ARrHFECTURAL BANS FOR DOOR SWINGS PEFORE INSTALLING 5GALE: NONE SWrrCH 0JTLET5. 'CHAMFER (TYP) — 30' IN GRA55 AREAS 6" IN SIDEWALK T.O.G. BOND TO N.T.5. FOOTIN6 5TEEL-- 2000 P5.1. GONG. III 28 DAY5 - V1510NAIRE POLE 9 &ROtNDIN& AND PONDIN& SHALL PE PER DOGE. FLUY> ANY ADDRIONAL 5EE 5HEET E-2 SYMBOLS PROVI510N5 SPEGFED OR SFIOWN ON ?RAWIN65. 10. ALL COWUI7 RUINS SHAM CONTAIN A GORE SIZED GREEN &ROUND WIRE. II_ THESE PLAN" ARE NOT COMPLETE UNTIL APPROVED PY THE AUTHORITY - - - - CONDUIT EXSTIN6 HAVING J01312IOTICN. `— POLE BASE AND GOVERPLATE 12. ALL 6aRCTOR6 SMALL M IN COWUfF. -1/2"MIN. NON-5HRINK - — - 6ONID fT LONGEN_ED LIVER BOOR OR PELOW GRADE GROUT-GOLOR TO BE Y5. ALL COWLC7OR5 5HALL PE TYPE XLPE-2 lYE 2KV. APPROVED BY ARCH. M. COORDINATE WITH SERVIN& ELEGTRICA UFILTY COMPANY AW MAKE PROVISIONS FOR FI F/,TRICAL SERVICE ACCGRPINSLY. INCLIDE ALL SERVICE COSTS AND UTILITY CCMIPANIY 6NAR6ES IN PID, GRADE Yx. COORDINATE WITH SERVINGI TELEPHI UrILrrY COMPANY AW MAKE -- }- HATOH Wi" INDICATE NO OF OR WIRES N LOGE SIZED PROVISIONS FOR TELEPHONE SERVICE ACCORDINGLY. IN0.IDE ALL SERVILE COSTS AND ANY UFILITY COMPANY CHARGES IN W. -(4) 1/2"DIA. x 18" LONG BOLTS V. COORDINATE WITH SERVING CAME TELEVSION COMPANY AW MAKE VERIFY K MFR. . PROVISIONS FOR GAPLE TELEVISION &ISORDNI WLLDE ALL ELHCI'P`: L ENGINEERING SERVICE CPOT5 AW ANY UFILITY COMPANY CHARGES IN PID. -PROVIDE (3)113 TIES LIGH' NL' DESIGN 6?0" CONNECTION WITHIN 6" OF TOP OF 17. ALL PERMITS 5HALL PE OPTAINE? AW PAID FOR PY CONTRACTOR FOOTING 17030 ® ?STRIPUFION SWITGHPOARD OR PANEL -»3 TIE5 ® I6"O.G, PANEL, MARCH CIRCUIT TYPE, SLWVE AMP FLUSH —RS VERTICAL TIE5 (4) REOV. 00SUCCE IN AVENUE, 516NAL TERMINAL (.APUET, SERFAGE & FLU BIH KWAY POLE BASE DETAIL TRAFFIC BOX No. B1017BOX 130 lbs. STEEL CHECKER COVER No. 61017.51JH 44 lbs. TWO SINGLE CONDUCTORS GALVANIZED STEEL LID SPLICE WITH THREE CONDUCTORS WITH VANDAL PROOF BOLTS SPLICE WITH FOUR CONDUCTORS FULL50X 5PLIGIN5 DETAIL n 5GALEI NONE A Llgh d,,fk, remmmed "a"","te to. wNH ,o rnq �I-Id- v" t,. ed m ,,-"m:" q,.de n (E)#2 PG+E PULLBOX and G610°te Sock Rllmq. APP,n+hnote di--- and weight shown. T PULL13OX DETAIL 51 -AL& NOS G — (N)3"G. W/ PG+E GONDUGTOR ❑REFERENCE NOTES 1. STUB FOR FUTURE USE. 2. 3" PO&E SECONDARY SERVICE CONDUIT, (REFER TO SITE PLAN) 3. REINFORCED CONCRETE PAD, 4. 200 AMP METER PEDESTAL 120/208V, 30, 3 'WIRE, NEMA 3R. B -LINE jfCMP4421MC-1 5. INTEGRAL BRANCH CIRCUITS. (SEE PANEL SCHEDULE). B. LIGHTING CONTROL TIMECLOCK. 7. LIGHTING CONTACTORS. TYPICAL FRONT ELEVATION OF METER PEDESTAL SCALE: NTS (N)METER/PEDESTAL"A" I- M SEE PAN L 5GHEDULE 200/2 120/240V IQ3W 200A BUS 2 13 20/1 20/1 20/ 80/2 1-1/2"0. W/ 2#10, 1#I06ND, TYF16ALL VPD 40A L16HTINO GIRGUIT SEE SHEET E2 51NGLE LINE DIAGRAM 51 -ALE: NONE REVISIONS BY SYMBOLS - - - - CONDUIT EXSTIN6 CONDUIT 6OW&A-ED IN WALL OR CELIN6 - — - 6ONID fT LONGEN_ED LIVER BOOR OR PELOW GRADE E— OONWrr STUPPEP OUT AND CAPPED 0-- GONGUIT TURNED UP 0---- CONDUIT TURNED DONN -- }- HATOH Wi" INDICATE NO OF OR WIRES N LOGE SIZED CONDUIT (9) MAX. IN /V' O, (5) MAX. IN 9/4" 6., (8) MAX. IN "G, NO MARKS = SOL - �� �A-3 UR.E RN: LEITER INDICATES PAEL, NMPER(6) WVATF6 . ORNT(5). ELHCI'P`: L ENGINEERING _- SAWGI/F LIGH' NL' DESIGN 6?0" CONNECTION CA REGI"PION NO E15000 17030 ® ?STRIPUFION SWITGHPOARD OR PANEL PANEL, MARCH CIRCUIT TYPE, SLWVE AMP FLUSH 00SUCCE IN AVENUE, 516NAL TERMINAL (.APUET, SERFAGE & FLU BIH eAl(EreNeIeLD, cA ..C. (601) 631—'11351 FLUORESCENT FIXTURE RAG (U.) U31-7re sM N , Yl-tB1®jmY".n 2 OUTLET DATA. PAR INPICATES WAl MANE, LEITER INPCATES as SWITCH CONFROL, NO. INDICATES (IRCUIT. QgOFESSION O SURFACE FIXTURE ON FLUSH OUTLET. ALO 0 RECESSED FIXTURE WITH JNOTION PVN FOR TIRU WIRN6 a E01 OB ^' EXT LIGHT WITH ARROWS A5 SHOWN ON PLANS, WALL AND 00 EXP. /2 1 A CEILIN& MOUNT. MEK) LON LEVEL EXIT SIGN, +6" AFP, +4" FROM DOOR DAMP Sr -VT CTR\C OF CAUf LIoFIXTURE GESKTNAcp- LETTER INDICATES TYPE, 100 NO.. INDICATES WATTAGE 5EE FIXTURE SCHEDULE. FG MFLHANICAL ERUIPNEN7 DE516NA71CN. SEE MECHANICAL GRAWIN65. ® SPECIAL RE-GEPTACLE - 5EE PLAN METER Q H1P-H FLOOR RECEPTACLE REOOfALLE, P", ISA, III MOM 5-158 +V" UNC. GLFIM RECEPTACLE MTD. APOVE PAGCSPLASH RP -EX RECEPTACLE W/LOWER HALF 5Wf CTE? ; � '�• GFI GROUND FALL? CIRCUIT INTERRLPrIN6 RECEPTACLE PaPLE DUPLEX RECEPrmtF jo CEILING RECEPTACLE -e RELEPrWLE, R", WA, 95V, MOM 5-209 +IS" OND. a J-WTION PDX 4" SqARE, 1-1/2" DEEP ONO. P--1 IL T� THERM09DA7 F.DO. +48" MOTOR, NO. INDICATES HOREEPONER X 1�- CLOCK OUTLET +74' LINO. Eli D55LNAP4T SWITCH, NON-RYED �) PFW4NEOT SWIFRI Ff-t? HORSEPOWER RATED OR SIZED 16 NOFFI V Ep CLMDINAiION MASN'_F'G STARTER WffH DISCONEOT SNITLLI PND FIVES ® WaEFIO MOTOR STARTER W/OVFRLOAS IN EACH PH/EE 0 DIMMER W/INTEGRAL "ON-OFF" SW. 1--) El PUSHPUTTON Lu —j 0 Qs SPEAKER I PHOTOCELL 1 \ � � SMDETECTOR OKE !! TELEPHONE/CWPUJTER/DATA OUTLET, TWO GAN& PO/ W/I &ANG COVERPLATE & GROMMETED OPENING +0" UN.O. L('� ,^ APLE TI -EF FUO" UNC. 41 CN LU lL ® MOTION SENSOR H �L EXISTIN& SWITCH H S SINGLE POLE SWITCH < S2 RCUDLE POLE 5WI7CH WET TOWf TYPE RATED AT 2OA T20/2TN AO. +42" UNO. S3 THREE WAY SWITGI SP SWITCH W/PLOf LT. ` sH MANUAL MOTOR STARTER FAGP FIRE ALARM CONTROL PANEL GFI GROUND FAIT CIRCUIT INTERRUPTING O N LST LAPOR SAVING TANDEM M I MLO MAIN LUGS ONLY W/ WITH Hr G,O. CONDUIT ONLY W.P. WEATHERPROOF (� L V 1 F.B.O. f uRNSNED PY OFHER5, INSTAIL & CONNECT w U.N.O. UN -E55 NOTED OTHERWISE S N.E.G. NATIONAL ELECTRICAL CGDE N.I.G. NOT N CONTRACT (E) EXI57IN'6 C) NEW NO REMOVE Z 0 (RL) LOCATE Lu SVM 5URFA6E MOUNT U/G LNDER6lR0UND GWP CLL? WATER PIPE AFF ABOVE FINISHED FLOOR Lw LU HAGR HEATINE6 AND AIR CONDITIONING RATED OIRCUIT WEAKER Lw LU N.L. NOIT LIGHT NOPE: NOT ALL 5YMPCL5 511 ARE LeED ON THIS PROtELT. V 1 DATE 1-2q-18 SCALE AS NOTES DRAWN M6/JR -7050 SHEET E-1 OF SHEETS 51 FIXTURE1011 GUT SHEET SERVICE: 1201240V 1163W IMAIN BKR.: 20OA-2P BUS: 200A OR Size 1 Ordering InformiAkim - - PILkv�I Nadu GUILIUg IJwl tion fYW �C 3 I LED Flood Luminaire TA Ir T C R I I R P C (S 1;i - Pml N,urx1 CLakrU NWlhBr. Typo Creek OPtiOns d\ Puyx4 Aanm', (aevcg Nl.TUer: fYW oAl New Orleans II - HT Leo ri Park Bridle U] ` 111111 Bri a Creek Park a 40 E r. PC2 �`iBA iSdT BriUle Creek Park AkUnLIgh11mr,e 20V 20455 Robe115un01vd. Los AN9ele5.CA9D034 USA (8771733 5236 satevialcrui ghtinl r we19hV - FA% (not) 031 tl010 .'x:w nwN mnluney8impa.nel 4 v vwvv.4npe.r¢1 - 400 2 2 4 10 �y4 5 *`�'F4 CT R\GP�wP 4T 5 11 - A--! I--1 6 12 TOTAL WATTS= 11,000 AD 5,600 �8=5,400 Round Non Tapered Aluminum Pole AMPS= 46A x 1.25 = 60A MINIMUM BKR A.I.C. RATING= 10,000 AMPS SYM CL 00O3 4'OD a'... O.D. POI.SIeR J -I--1 Q 1221 14ea1 LJ -J v vv II -ii =Exlrudedean 9063a11oy lu 1 b g SMiI f niaMdwlh l�l-J F—I Z Q black 1M1 aluminum ground luglmced ea Vose opposite hnd Mloop.ning Pole 00. (BN) F --H N .,crime pr :hag a e Noraft lldYdhand bolo p Nave v 5� bus Wirt LU W hims) 1WHI SCALE A5 NOTED DRAWN M&/JR JOB 17030 SHEET — OF SHEETS Forest Grren Base COV.I _ " n OJOA. IFO) - Dramrmed 0a'nheav I'1 alamlOVm. Trva BrgVar6 /gauge Rua y pec I .Emaow Oil cover far easy lmtzAton Round base Covera ars oplonal. C ('ad) My ' Silver III Base handsome provided rim order- Do not pr0-pard PVI:Gap -� NarU Tap Cas es Color tlnd CO ple9naleUy01y mn5napioo50 pale Eay VrVvidatl In Vigo, (CC) SOI :Nave. Flnlah 'N25LHl-Rok Lane HfLiCA 1BY' 2A/.• 16X' 89 41 _„9'^Y., •Nlpolea af011gNysryOf blasledpdol lB palnYng.A0aa14Gamd• featured lherm05e1 polyealel yawtler mal la then applleE lea prone r of 3m11�ett and then.,an Vulgar at a temperature Th N Of.... It LED baa 0. Vert In LED wEhr V dear wWcn lS an )model pal al We Ntlw orlese lleuy nal 'm Has. - i -T Vatin IUtldW rxJ I :t- I ba double Lea Oon. tlupe Lplk IWx t N i/ I W gal nae The Ntlw Orleans II LED Sadeu le mm rucWU -,at l cast AnELIm and 'J 'elycl `--- - Tom ani dental v0 Cared east alumina h pole We.. d 01400 IF to promote azcepbu ed adherence and finish MNneae Pale finish lSwananletl bra lull hra (11 Ilaye enol ease ni a Los fp' r:yb Uwi t ya'xt n[ellr nl `aalmaa hl6hq IisI(hn9Wliri bNp tl t,so I/ Ii r 6 aIt, arl, ly 'I [[:rotary headdo gple Ipahm6lepl b ones Ilhel Ik q �.abenp0 t Flnl.h E. , y ease loor aansa4uNchre LED%he.y. pp c Idonge M sy0 Iry hlI v h U 9 �emtlaM dr how H diff N"P The of Ind lyn nryrme:0 • All bases are mol mooed and cleaned to a nearwhX finish h p la panting. A OualiOaarder lectured Anchor Balls [Mose Ne'e Orleanell lhMWpJnAyn. CYuoar OanYvenJTnrnnlelvev uya4eelJergllarpapau UjeEl,Anide relaUYnmdecma0umwlby Nor noSel I t popager yawtler teal la than applied to nlriman of 3 mJfedm and then avanbaked ata ' Passage ylovdelenth'not- pgalvanl[BU anchor Wlls wlha"J' Vandef lave flat hex Lolls two flat oravllala ttaad't"E oremwWs, E.E.. any',ust"Mte[hve anJ sone aM vden am avela�P Wwmgat Wn eyetame dvsatltled9n. tmpeelure N40D"Fmpemele axcepdonal adherence Antal Mrtlnesv. barefitlah le v,arranletl (ora ane rW and and and washers ml Ill ul ry v a old .,grable mnna'T'a W e yp uµu' III Yeats, red a ala de re al la also available, a Iwo (21 Yea plola fl l)y are a Ue e Y re-RW ' �� m ball. enol of 36.000 PSI. pWIN ..go ire Nnwpori- n Idea1' -a I amuxepal —1 _- ad.or oven Rod al ,ad. EV AncMrUella canlonn torV.fM F1599 grade 3e and an, Vlevla0a. Fl myll hl old Am"i raasBOblV xlhlGr urbrmwn or. rius, Vednv6l u"IImYcn, aufhaa paMa.aW �r d'ormola N...I ani SyYaN B-4 DCB allVub.Alwlal WBn Ulwlcce�reapWde lab Itlpn aloYl goIE— LII Ni HTL3CP I'5 42LC 3 4K UNV PT BL FIN3/FBC DC8-4 5RF BZ RNTFA 5RF .250 12' AKB 343 S1/T3R �Z a No r N2LL fmr p9dY el ��1) Yof LEpa .Ipa" .4000'. 20�2v Pae? Bwnzq (Bq, FOno inWle• 100041 4"OA. Ber¢ti , RNTA (Bmoaed 40 (efts) .125 10' �Cerf, '/."•9 w"rvrw u.. A Inde t '. (543) / Bronzu GFl fie Nla�l 1B�N�p w.xww • +r a 5111[ A, (B2)e e. , Clear Fen It Y >� (H111CA1 `-�� qp 92LC { ) \ 350) 13) (4N1 'u'' IVN�) ^�^' lar \ I� '[ ! Q p \ Smooth 1e21� (ty51 1,12 ! Ba50 -- \ (\ 6�) ' KUL) [ BIBCk CIVaI PuIY LPT)" Black No.l No.2iN 3.No.4 .._." Un91 8dcl 5"e '. VERB)Base. 188 le Hl C ° IHTLl4P] Tyype 11 84 530 51JIlOK 480 (6N) IFIN1)IFIn]I IGw]f lFlwll r0'OA:. (WE 15ft3) 1g tad Coekun Babe tied) pl B (V) vu N ?� (TividaVd Ad ic) IAI 172) (fi4LC) (6) an) (6) 'Nfale Ph.1-111 ARRRosat do IBmaa1J MIT. Whltg (CUP) N 2f -L (HILI �/ wH 1 ) P41 Pcxcu 1 101 1 1 RF hand -. C NNTFA A 0 18' O6= ' .250 ( 1 a90 IwH) e too) ] - � fYVe 111 8 4T Ivozwl (Poen) Forest n Green ° (F51 ' Fl triad I I RF NRF) 4 Ullacf Burial CGddl: 18' Tennis Custom Boll Circle Z ClaarA Xlc 1731 Ie) Forest Green "oung Grey 5 0 - w - i" X' 0 Groan 790 (GN) =Ie90� v .V+ ` IMLBC ) Dopar Pel( IFL I -II -J fro) Pham Neapred. IOYI sllWal.) loo (5RF). 20' lel Forest 'E. Vent p,"'✓"• L (0eJ T Green N2S.L ryITT ORY 20 6G 1 ,- `�as_r (GYl F l apaW�Wraw Uecl = Guamm Gabr 1er ,7„ lsi Gr 1 clearauylc Suva Metall sagas . V - ouua 1oYY LE-- .fin 0}IVCr4 clhe I TYGaV'. (SL) y - _ - - _ _— .__ Igor Silver • . Metallic (wfL]CP(� 1741 Veldt a; wb sl d P.I Base i-6ff RE) !I6 (V 'n • Two piece decarallve lWtd cast aluminum rolebasic I legal 166 own 1t p 2%' Guatem (?a]e 1 typeVW Weathered Blovwv bmvp c q Finish At base, and polesare shotthenadtoanearwhile In osh pre rpm alld AVuolFGuarda IIIj Calor ICC) (pp ] ode, cane Vputpule al5that) a of 5rdwareommdlhe Vtommued {: dI,i400 rVlodlead ' -�,*�9 at a temperature o IF ilmorlappliedou Wigle)V1400"Flu umeN.(5) a Jr al haNneaS. POIg 11rVSI IS wunanleJ fL— ra 11160) -g ®R 4- CaIffsp Celall w.v=• _' pet0 netmaladl IVra full him (2)yeae.N oyllpnJ N. (5) net uxWndedwunun ty lr alW avullable. rw--OWI (ANOIp (I .0 —u- `0 IT",I) :.., ..:.. 1 w.w•;aw... ;, , n�w.,•.aw.,.rxaw'....„ gip. :. .... w f"` ;".,.r..,,ru wo 111-Du— w.:LED .x,,. yen, w.v,....•::..mawa,., .w,no V== V==='B wMuw ael� l r [ .. 1/. 51 FIXTURE1011 GUT SHEET Introduction The CFL Size 1 Floodlight deliup to 4400 mmi MILE intent rg d several coning noron making it perfect l right E.minamiel EsElpheatholle Iris me Idea Ilongl'fe [placemen[ far /0-1 r W mucalf Id mi w th typical energy ' ' p Do 84% and expelled sere ce to of Wer 50,000 hours •'- 'r• EXAMPLE CIFLI LED PI 40K NIVOLT TH K DDBXD citrus ySllW e1 wuv umr Ther c Ill , I.us r..e=. J 1Age s a mr Ir Ptlma Nc rn a any, "n 9UN lYdGipIWdid u,. Po Ingrooravocs, nouns surr ..... aer r EATUNEa A z1hop iderld op k11 Y'f ,v e X 11 Li "t� W ..... n . a, .Ire.., YY•f A L/Yl/UNbe .ors 1lUNY/NG omre.x a. re. seJrr .a n....w. 111i.ilf.1-11-11 DI 1111-i �Di onei FIXTURE27 GUT SHEET FEATURES & SPECIFICATIONS INTENDED USE The Alcon Lighting Iris LED Wallpack Round Outdoor Vandal Pref Lunlnal. features high durabllity and rznlr primmusirce degirdedto withEtand tough Avouchment the LED VAIIpach's'deal for schools n seamy g,,EgE, office cmnplders and other outdoor epPl anions. M1 DETAILS A t Vi i k; 1 itself.": S Idh ins) Emblem, IT and limited, - Uvstab'0aedhear end hack mthi Immi glass Exboded hern, Andl ba,li,hum3i to iedhigh against shock FILIAL Textured polyester powder coating ADDITIONAL FEATURES Voltage: 20 2// Lum,:s:3005 DedcoedLu as CVlpr Tgd,rat 500OK ) CHI: 85 Otmmb, 0 [OV to 1 O9 Drive Currents 350 A Lein: Clear P de Operating Temperature: 4WN,40°C Max Ambient �- Cross Life: LA Ral ng,100000♦ Hours LISTINGS �H\ Jy0pen RJOAMA490 wi�m me l(YPI,a .s SERVICE: 1201240V 1163W IMAIN BKR.: 20OA-2P BUS: 200A OR Size 1 Ordering InformiAkim M'rG.: PEDESTAL LED Flood Luminaire TA Ir T C R I I R P C (S 1;i Model Wattage Guard Finish OPtiOns Speifredon5 = EPA oAl - f ,,--- oaPhe U] ` 111111 Width: a 40 E r. PC2 IN'shl: ov PICNIC RECEPTACLES 400 2 2 AkUnLIgh11mr,e 20V 20455 Robe115un01vd. Los AN9ele5.CA9D034 USA (8771733 5236 satevialcrui ghtinl r we19hV - FA% (not) 031 tl010 .'x:w nwN mnluney8impa.nel 4 v vwvv.4npe.r¢1 PICNIC RECEPTACLES Introduction The CFL Size 1 Floodlight deliup to 4400 mmi MILE intent rg d several coning noron making it perfect l right E.minamiel EsElpheatholle Iris me Idea Ilongl'fe [placemen[ far /0-1 r W mucalf Id mi w th typical energy ' ' p Do 84% and expelled sere ce to of Wer 50,000 hours •'- 'r• EXAMPLE CIFLI LED PI 40K NIVOLT TH K DDBXD citrus ySllW e1 wuv umr Ther c Ill , I.us r..e=. J 1Age s a mr Ir Ptlma Nc rn a any, "n 9UN lYdGipIWdid u,. Po Ingrooravocs, nouns surr ..... aer r EATUNEa A z1hop iderld op k11 Y'f ,v e X 11 Li "t� W ..... n . a, .Ire.., YY•f A L/Yl/UNbe .ors 1lUNY/NG omre.x a. re. seJrr .a n....w. 111i.ilf.1-11-11 DI 1111-i �Di onei FIXTURE27 GUT SHEET FEATURES & SPECIFICATIONS INTENDED USE The Alcon Lighting Iris LED Wallpack Round Outdoor Vandal Pref Lunlnal. features high durabllity and rznlr primmusirce degirdedto withEtand tough Avouchment the LED VAIIpach's'deal for schools n seamy g,,EgE, office cmnplders and other outdoor epPl anions. M1 DETAILS A t Vi i k; 1 itself.": S Idh ins) Emblem, IT and limited, - Uvstab'0aedhear end hack mthi Immi glass Exboded hern, Andl ba,li,hum3i to iedhigh against shock FILIAL Textured polyester powder coating ADDITIONAL FEATURES Voltage: 20 2// Lum,:s:3005 DedcoedLu as CVlpr Tgd,rat 500OK ) CHI: 85 Otmmb, 0 [OV to 1 O9 Drive Currents 350 A Lein: Clear P de Operating Temperature: 4WN,40°C Max Ambient �- Cross Life: LA Ral ng,100000♦ Hours LISTINGS �H\ Jy0pen RJOAMA490 wi�m me l(YPI,a .s SERVICE: 1201240V 1163W IMAIN BKR.: 20OA-2P BUS: 200A LOC.: SEE PLAN Ordering InformiAkim M'rG.: PEDESTAL REMARKS ExamP 0112930,04-- P) T C R I I R P C ' " Model Wattage Guard Finish OPtiOns L=1== = J 11229 30 evshe O °n (Blank) i SP nn 30 .mv C tie axu FC1 a a 40 E r. PC2 vrw�. nY..nrv.o b0 sc.n, PICNIC RECEPTACLES 400 2 2 AkUnLIgh11mr,e 20V 20455 Robe115un01vd. Los AN9ele5.CA9D034 USA (8771733 5236 satevialcrui ghtinl FIXTURE 230 GUT SHEET (N) PANEL SCHEDULE "A" SERVICE: 1201240V 1163W IMAIN BKR.: 20OA-2P BUS: 200A LOC.: SEE PLAN MYERS PEDESTAL, SEE A/E-1 M'rG.: PEDESTAL REMARKS R L M P LOAD E T I O C G 5 L FPAIDB C E T C R I I R P C ' " C T P R L M I R O E T LOAD R I L C G G C P E C OA REMARKS IDB N/ALKWAY LIGHTS 400 1 13 1 201 7 80 2 1 4800 IRRIGATION PUMP N/ALKWAY LIGHTS 200 6 2 8 4800 " PICNIC RECEPTACLES 400 2 2 3 0 20 1 BAMEN5YIELU, CA 9330D n (do) DJ1-7031 - FA% (not) 031 tl010 .'x:w nwN mnluney8impa.nel 4 v vwvv.4npe.r¢1 PICNIC RECEPTACLES 400 2 2 4 10 �y4 In EXP. DI /2 1 *`�'F4 CT R\GP�wP 4T 5 11 I--1 6 12 TOTAL WATTS= 11,000 AD 5,600 �8=5,400 U— AMPS= 46A x 1.25 = 60A MINIMUM BKR A.I.C. RATING= 10,000 AMPS SYM I "FIOMERUN VIA RELAY/PHOTOCELL MOUNTED ON GROSS BEAM, TYPICAL FLUSH PULLBOX a SEE E II TYPICAL j w j z SEE 1-1/2""G. W/ 2f<IO,I 1#101ID MOUNTED WITH SLIP FITTER (29 AND WIREISUARD, SET IN CONCRETE PAD \ SEE �� r\\�^­DD,\r VA #714762 ' �. 1 � _ lim lvIlUP11C117-f,RLEI� y li <C) wl ELEGTRIGAL SITE PLAN 5GALE: I" = 50'-0" o n Bo 00 ELEGTRIGAL NOTES , ` O"WATER PROOF 20A OF REGEPTACLE MOUNTED TO�P05T. ri?RP /IDE NUBBLE #ML5Go GOVER, \2". TYPIGAL. ALL GONDUGTORS ARE IN GONDUIT. I 2KV 3. 51"1 IN DETAIL 5T: Ir 1/ 1 ' 1 4. BOND PULLBOX MET PER CITY DETAIL \� AA (j 5B MOUNTED ON GR055 20 BEAM, TYPICAL 1--J-r-- - IR TO BE MADE PER CITY i I' T AME TO GROUND A-4 ( �(N)METER PEDESTAL,\ (N)IRRIGATION PUMP CONNECT PUMP PANEL ------__7. 5HP, 240V I(I) n REVISIONS BY zj,% / 1�I \� AA (j 5B MOUNTED ON GR055 20 BEAM, TYPICAL 1--J-r-- - IR TO BE MADE PER CITY i I' T AME TO GROUND A-4 ( �(N)METER PEDESTAL,\ (N)IRRIGATION PUMP CONNECT PUMP PANEL ------__7. 5HP, 240V I(I) n REVISIONS BY PE ELEG'PP] L ENCINEEWN4 LI0IT N0 a831aN CA NECI f 'f[ON NO e13UO3 I'7030 I)yyyJ6yJ50D HIND AVENUE, Y 5VYfE 261 BAMEN5YIELU, CA 9330D n (do) DJ1-7031 - FA% (not) 031 tl010 .'x:w nwN mnluney8impa.nel 4 v vwvv.4npe.r¢1 Q(lOFE55lpy A lC O F �y4 In EXP. DI /2 1 *`�'F4 CT R\GP�wP 4T OF CAC\F� I--1 U— CL Irt J -I--1 Q LJ -J v vv II -ii f l�l-J F—I Z Q 1M1 1 F --H N v LU W DATE I I -2G- 8 SCALE A5 NOTED DRAWN M&/JR JOB 17030 SHEET E-2 OF SHEETS �,(-C�-10 Or IIN-Prad- OUT000ML!aHTING - l IIIIINGIEap Wx PI outdo, da mxgmIIIII E Da tlaarry,, la ,aNl �.BmpPLM[p VAXy x..ru]le la Ipeau I mprinrg (Or aero al - rontleer 1111 .1111 y w5rsir Jla Iwmoaam ndca 'wr❑ ❑ nemNa CI Iz-E ax ❑ II'll Mmmnn d lm n nl ¢ r a Nwtltlxl arena e�sy an u x+nnz glo-un FeEL -A V.N AUC........J - ..A-drtl J v' yrs YvlAW lA w uheJWua/ v v( - I Ar mprinrg (Or aero al - p.S, Vale I .,..A.., - In I EI . 'I 'It. lnA'.I." uIS f IIparol - _ EF cls x 114.11 or Vohul De, p oun at p,w dn' ords. 1 Veeve 1111'. [' Uul lµ I' I+ Ntl ❑ NWL V4nI tlf.N n,uk N - ,avJCUV - Su nmuy IPII JO J Lyl yrdarn U 5 ILL Dd VtlM1 OW "-1 P L{ydl n>w, pl "I [ee5 Jlg y u J J 1 Jtxp IT,, LITIc ON US CSl ar OJI AI IS(led'1) ;-I us IT. -an, OUTDOOR LIGHTING CONTROLS oleo°,-I-I,mre Ed Sar,F°te1N51 LEDOUNo LJrI N CC,LTQE.01g3. ad,, D. 101,11" 111l,AAS NJ nnmla�lon Ce... Eealer N ed.n4.ulnrl.Ilvrwn4aunaru mat IT l be noun IT.IPe.uPAN and miry mm, bwm outran, 1rvwaruw.J mJ <.Llw :tonsJ,ccedulal Ard-cec p �_- �rve mwL-f-mal exu awe ata u. r ❑wJlu .net I Llom Ounce m. 1.'1.,...AIS,I d, dew anme AV pare, PII I N ❑n. JM1e .ne. _ em¢mrn. w beIII ef.[m'wwlen I'dl It g[° xuls 11 at[o plywlM1lhe '61 y t Id mal 411BHasJ 41903 EO la 1 J rl 1 4 AE 31i cal ntiver L u J y , ml peassaa,IaAp Ter, or11. An",1 _ - -? it, xa ems Jim w Wu - ._ ❑ N 5 cut of tooduaddressicarcurydraped, th, Gold, 1; ISO UPS IN POWER ALLOWANCES CONTROLS OUTDOOR LIGHTING �W] N Al 1Epi COXlp°PNC E iO p4F mprinrg (Or aero al - p.S, Vale I .,..A.., - In I EI . 'I 'It. lnA'.I." uIS f IIparol - _ EF cls x 114.11 or Vohul De, p oun at p,w dn' ords. 1 Veeve 1111'. vw set o Pore e s . E da'o e.N+v'IS III Ntl Sll n,uk N - POWER ALLOWANCES CONTROLS OUTDOOR LIGHTING �W] N Al 1Epi COXlp°PNC E iO p4F mprinrg (Or aero al - p.S, Vale I .,..A.., - In I EI . 'I 'It. lnA'.I." uIS f IIparol - _ EF cls x 114.11 or Vohul De, p oun at p,w dn' ords. 1 Veeve 1111'. vw set o Pore e s . E da'o e.N+v'IS III Ntl N 5[NJuaol Wnm Vulao°rtyM1l °{Cool ul Xe4u ti 41]11panor N bl yr 5y ba -"" . pol proulard a Orpropul-laIII ea yLlun vyn Lf [Maweaa lab n.S.ryvrneMLt IN C. ADDITIONAL USE ITOR USE I If OUTDOOR Lad RUNG POWER ALLOWANCES FOR SPECIFIC APPLICATIONS AN 'IvwlJou forrudanrM1a as tire of Ilea wear I'd, pw nIL IriI.."I'd' III Tualual area, lsoar -Its 111 6124 55 vw set o Pore e s . E da'o e.N+v'IS III Ntl Sll n,uk N - Aha Jnal eI-fi =v SO And, ml6 'as are Oa fon sperm ft n>w, -h oz el CI . yy / ...... dforcENOSTICuppaij,spon US n nw dray ". ;-I us IT. -an, OUTDOOR LIGHTING CONTROLS oleo°,-I-I,mre as amef.,.I..an. OUTDOOR LIG11 HTING CONTROLS tat last-Eau.m.tu,e wAP mrd IS ��WS III mw wN ,, 3 :tonsJ,ccedulal Ard-cec p �_- ❑ a g loan mgwn apron¢ �,Lpne pJ. °u1Lmn° J mleg fampenwot a1.mPut E3 a3a I'dl It g[° xuls 11 at[o plywlM1lhe '61 y t Id mal 411BHasJ 41903 gg° 5 4 AE 31i ° R .sd"� y , ml peassaa,IaAp Ter, or11. An",1 _ - -? g n LEGS are old orl Vor[uu J I II W Nurce all That ON Alth Jar J rg IIS hod 1- Per _ kw.. ce t0lel .... varw44S VH_. xA VL. Or. [ n M1 uryuan a hllauri sM1all sew IJe,etl ON L.,n Ja cup '.rem' -a- t"m mpr.mle avy I'd 0 U lurleJ 10 1,.alar N Exidol to ¢monad 3U1xP'umeoanyns nwnn ti" - n u b O O PX IlWni na[ea both day pro nal,. O _ O 0 J e- fink Meav ¢LenleCCanxo. An EleRmnl[Meisa ¢[doll¢ IE 1 511031aH DaI an 0.a5pylsr [I { d G O U gn nap y'.ver LY 13U% �vF--, lJ ❑ O O - ❑ 0 tlH: 11 IT. ..a yam( .. z P•�E��1 _ re [N l All onuf ®re. E par Or ruld.10 Neastal Paral all z If I, .,.I IT "Anda 1.11.1 cancl-la feel III a ou PASS,w �I la ❑ J1 IT o o bon: 0 0 Us Eh .au -'e p"aeaeamwr . p 11 pnH he wrp Wruny emnvayrer. m.e sz mmmmur Nz �F as rd 3 599, yr ter z Lala, I. a n nmpaI'd,, Ly a p ag. wluo ❑ Ali 0 M,,ed4VJFymt pull' lrz0 usou alley are lulrzsowl pll, waltlerosodarc DATE I I -2q-18 sswJ Ly bll llhallmxnlnnu nlpke WU19%4 A5 NOTED 1 l - a uwdautpe w.lwtle lope Bmp JxPPJ Lv ma reaserea uparanpX' pmrwpby. wort Joe 17050 IeJ ti A SI CBE.bEWS voria W am r Ill IT 11. IAA ❑ VL 10 ❑ ❑ IJ h Je „„e 0 If 0 0 SAIN _ ❑ O O ILX IZI w L 'a ala Ifunrl,l n In FIAT eRal ,at.eras,reser. `1xJvaI, ❑ O O aI: _ _ AdOlopea°IJar stupes 5vm land INNAUEb wanS PAGE TOTAL, bm RVIA'EUUmd°mllehp'leanaRl lora Iudb NgfC-LTO pLE; Wgel ❑ doped, I Do A -.. bIf. le III lads 1 .1 us nu„anulerv.onv[me do .-so I— . . I Id l, br mem evtl J.,N wry,twn Jocn Je uJ an Nn tenwue I' lemvaun III III ^ anoll, dOnAscalls-11dawy enm.1 em de,m m Lure parspa b. end ,l1. u III. co Naparneeplerbass Paryalary 3 ��Ik�undrudpl . .,III Arts, cold par, 1111, to III ruseat I pround to I Ol a no ,,1 .1 all .Jm all =I J a J bd II' web J"=,d •t te[vwe amnme to Apep xao i/0e-mxala A' Is Ill W ALATIA "I AL To A undar A Mandatory Lantall nieffLOnan e[ rap :11 LAT EN fL ! 11 Ill" 10 lead tlnt al° Im to ."As au 1-1111'm°e Eoaryr Cu ss.A a[mra q,°Old all a IS I of tt,111'11Y Item Ill I Suoadus SO LEpr Sa b [ eJ A, A I ed, I I[10 xe Il N de -al a IT I A',"Ord ,1.O"Na awls 41IU9 An awl It II Idea III" sea no Emt.' wiat 9Drea(61, ❑v T real ' and eme I, ON romp I I rn the a Fa n 'IEo leads Aa " 511Uta 9v Js aU be uatl na AI,Ana rvin M1ena w ula[ear, IVmtom n -.ran.IWt1 513nI(" ❑ "ruR G J Ugn yW Ora J' IW If IIJIa noel11, ,, S 11 OR), ❑aloud dralarappoll J 'Sep lAoAdA1SJ Ele-dna ❑.laud lIl I'I' AS PrAll dIllp as .1 a tl 11 I'd Mallload, Ywl III I If alt aid Or, re, aa,la "nMp allaaeona fynt RdhOld mueJW 111. Zwn oo°IJ mTea[d ine.stands [I, OPEs curer [°°°m w ymla 01 Ial Aunt swid,OI w m Eeapr I'. AID, Ivo AI ` tl a Iph" y IIL J' JI J J•MY[anlml eJ Immo tvxlearical ISO,, 111°aar nd 'claddha stra.,' -[pend Se 1o.E11 ❑All InAdd IIdddda FUldsoldoupred Oft"'J I a Ih aInllbem toleJry 1°nal'[I"C tlni xl N. ❑ 1 O a le,f vows¢, . sl ll' .e n d,aa wrn se LL30.x(c 9 ❑ id p llp a,m,a ,e rdl reaper JDd po ffIn a eu damn' ro lad- .,Ill sen do l3ox(ds �szlore ,da nMnawH[ ['ej Coal jl IzaJ 1 0I,(d duplala" nSe rex. SYnIIb TaA 1'sM AI'A d11 f LJ Coal P a'n1 4 N,IaEOUWwrtxl f.8 amvoxs Gllm plY v[I[IrIM aVVlk L I e xo1Se[t (a Jnelereme xJ¢n al Aype dx NA]p. u eremrymenr[m„m. SNrwN.-xm0 napea,Nmwl Cradled. Aaaan m POWERALLOWANCES B. Mandatory Outdoor LIAM1WIg Control Schedule and Field Inspection ClteMllst IN C. ADDITIONAL USE ITOR USE I If OUTDOOR Lad RUNG POWER ALLOWANCES FOR SPECIFIC APPLICATIONS AN 'IvwlJou forrudanrM1a as tire of Ilea wear I'd, pw nIL IriI.."I'd' III Tualual area, lsoar -Its 111 6124 55 vw set o Pore e s . E da'o e.N+v'IS III fix Sll Ge ugII I AN[a NUJ, zm6 rOld uArl Is µa me amamle Aha Jnal eI-fi =v SO And, ml6 'as are Oa fon sperm red. I, It ° Israd"a" - el CI . yy / ...... dforcENOSTICuppaij,spon ueNN.g merry and- 11.ond ILL A. wdran 1..0AIN 1 MNmla n nw dray ". ;-I us IT. -an, OUTDOOR LIGHTING CONTROLS oleo°,-I-I,mre wxxuaxmw.0 mrd amef.,.I..an. OUTDOOR LIG11 HTING CONTROLS tat last-Eau.m.tu,e wAP mrd IS ��WS III mw wN rh e 8 I'CI 8 cox antl cul be tall tl,g tell e[ orlM1ut [V yywl JeaVVTuae A Mandatory Lantall nieffLOnan e[ rap :11 LAT EN fL ! 11 Ill" 10 lead tlnt al° Im to ."As au 1-1111'm°e Eoaryr Cu ss.A a[mra q,°Old all a IS I of tt,111'11Y Item Ill I Suoadus SO LEpr Sa b [ eJ A, A I ed, I I[10 xe Il N de -al a IT I A',"Ord ,1.O"Na awls 41IU9 An awl It II Idea III" sea no Emt.' wiat 9Drea(61, ❑v T real ' and eme I, ON romp I I rn the a Fa n 'IEo leads Aa " 511Uta 9v Js aU be uatl na AI,Ana rvin M1ena w ula[ear, IVmtom n -.ran.IWt1 513nI(" ❑ "ruR G J Ugn yW Ora J' IW If IIJIa noel11, ,, S 11 OR), ❑aloud dralarappoll J 'Sep lAoAdA1SJ Ele-dna ❑.laud lIl I'I' AS PrAll dIllp as .1 a tl 11 I'd Mallload, Ywl III I If alt aid Or, re, aa,la "nMp allaaeona fynt RdhOld mueJW 111. Zwn oo°IJ mTea[d ine.stands [I, OPEs curer [°°°m w ymla 01 Ial Aunt swid,OI w m Eeapr I'. AID, Ivo AI ` tl a Iph" y IIL J' JI J J•MY[anlml eJ Immo tvxlearical ISO,, 111°aar nd 'claddha stra.,' -[pend Se 1o.E11 ❑All InAdd IIdddda FUldsoldoupred Oft"'J I a Ih aInllbem toleJry 1°nal'[I"C tlni xl N. ❑ 1 O a le,f vows¢, . sl ll' .e n d,aa wrn se LL30.x(c 9 ❑ id p llp a,m,a ,e rdl reaper JDd po ffIn a eu damn' ro lad- .,Ill sen do l3ox(ds �szlore ,da nMnawH[ ['ej Coal jl IzaJ 1 0I,(d duplala" nSe rex. SYnIIb TaA 1'sM AI'A d11 f LJ Coal P a'n1 4 N,IaEOUWwrtxl f.8 amvoxs Gllm plY v[I[IrIM aVVlk L I e xo1Se[t (a Jnelereme xJ¢n al Aype dx NA]p. u eremrymenr[m„m. SNrwN.-xm0 napea,Nmwl Cradled. Aaaan m POWERALLOWANCES B. Mandatory Outdoor LIAM1WIg Control Schedule and Field Inspection ClteMllst IN C. ADDITIONAL USE ITOR USE I If OUTDOOR Lad RUNG POWER ALLOWANCES FOR SPECIFIC APPLICATIONS AN 'IvwlJou forrudanrM1a as tire of Ilea wear I'd, pw nIL IriI.."I'd' III Tualual area, lsoar -Its 111 6124 55 vw set o Pore e s . E da'o e.N+v'IS III fix Sll PCC 1SolE DUWaw lahr°a Co la"I'ule Lr M1d- ye 1u151 It ° Israd"a" - el CI . yy / ...... dforcENOSTICuppaij,spon par- W JS C6 Cx j CA p9 10 1! wAP mrd IS ��WS III mw wN rh e 8 I'CI 8 cox antl cul be tall tl,g tell e[ orlM1ut [V yywl JeaVVTuae 3 :tonsJ,ccedulal Ard-cec p �_- ❑ a g loan mgwn apron¢ �,Lpne pJ. °u1Lmn° J oM`aa nl-tl dLa to,�"'o`,•mn°�.<l..e. ;w'y aw q I'dl It g[° xuls 11 at[o plywlM1lhe '61 y t Id mal 411BHasJ 41903 PMC, N IS Ofludd a ml g I y aJ Pat, -,,I ❑Ve ❑ll° NA " JAdUIAs A In ,I Annual O a m I II W Nurce all That ON Alth Jar J rg IIS hod 1- Per _ kw.. ce t0lel Iy alOr eo a unaMomaoor N xA 1� 1 Or. [ n M1 uryuan a hllauri sM1all sew IJe,etl ON L.,n Ja cup '.rem' -a- t"m mpr.mle avy 100 0 U lurleJ EM1i nyc.nt °B �1 N Exidol to ¢monad 3U1xP'umeoanyns nwnn ti" - n u b r LA IlWni na[ea both day pro nal,. O _ O 0 J e- fink Meav ¢LenleCCanxo. An EleRmnl[Meisa ¢[doll¢ IE 1 511031aH DaI an 0.a5pylsr [I { d G O U gn nap y'.ver LY 13U% �vF--, lJ ❑ O O - ❑ 0 0 yam( .. z P•�E��1 _ re [N l All onuf ®re. E par Or ruld.10 V Anne, �.. s i Ie.m,u,yr..v z If I, .,.I IT "Anda 1.11.1 cancl-la feel III a ou PASS,w �I -w a �s 9 I,'tell. 1111.1 IS INITLY , al proud To EAn FU XII EYa prvnal me M1W wn evammplmme daEPGYVFN ahel mvpneeredlvra ❑ 0 0 Us Eh .au -'e p"aeaeamwr . p 11 pnH he wrp Wruny emnvayrer. m.e sz mmmmur Nz �F as IS 3 599, yr ter z Lala, I. a n nmpaI'd,, Ly a p ag. wluo ❑ O 0 M,,ed4VJFymt pull' lrz0 usou alley are lulrzsowl pll, waltlerosodarc DATE I I -2q-18 sswJ Ly bll llhallmxnlnnu nlpke WU19%4 A5 NOTED 1 l - a uwdautpe w.lwtle lope Bmp JxPPJ Lv ma reaserea uparanpX' pmrwpby. wort Joe 17050 IeJ ti A SI CBE.bEWS voria W am r Ill IT 11. IAA ❑ 0 10 1p suraltell N'. IJ h Je „„e 0 0 .1 a* _ ❑ O O ILX IZI w L 'a ala Ifunrl,l n In FIAT eRal ,at.eras,reser. `1xJvaI, ❑ O O leant strmn vn w an I'd snau,a,pHwrm mea ¢Caste e.....menuvhn¢Appbvra Emnem _ um UPI, 11), ❑ a f t';It E➢HExbl. larresplase I first Jair Ilxlulnrmnlvn cnxxNt ❑ ❑ O 0 IanJa J, "C n Y be 1 1 1 J J J I er6 by a9r C mW [.wJ w/[[ p [elry MPw a Jfea BOJvr ay4.0 Ho mrm[rE rnxJaar.N BzryEadlrnmLx Narr ,A Is 111111 re.. do a'. .....Plan LeuIL'Ipal Anlodul 0 N d r4 amW tl[Fa{n ;'. NJasY mW f.1, ter EIS Ip Wan[. I'll, la vILV ml' E. r. ad,lemovl ,I elem'Ine2n" Si rr ❑ O 0 ----- UTDOONLIOHTING POWER ALLOWANCE SUMMARY 1OtES: C. ADDITIONAL USE ITOR USE I If OUTDOOR Lad RUNG POWER ALLOWANCES FOR SPECIFIC APPLICATIONS AN 'IvwlJou forrudanrM1a as tire of Ilea wear I'd, pw nIL IriI.."I'd' III Tualual area, lsoar -Its 111 6124 55 vw set o Pore e s . E da'o e.N+v'IS III fix Vi lao°r CtlbLlna[ane lULfl Na,sa°amenteJ on pagelol NBC.LIOW-m[almlare he pe f age+Iowa [e PCC 1SolE c .amara ye 1u151 pen In -I Im alPorv11 1 srA l I WaM ITIMSfNGI am n°KJ. Iu E [d_ �_ - C1. WATTAGE ALLOWANCE PENAPPUCATION Tilt, B wlable tS,lu III 1' 11[h a B E' - E E 1 a5mbons, N ... ,I i Ilea 5laaam and ucc fear, III d aNel Urpe ierA M Ma4n ce VBM1L e ^I .1 r Ir n _ FAlafinpully. earl mal➢Pr ws larfact III I0, GENEML HAN05CAPE LIGHTING POWER ALLOWANCE FROM TAOLE 340 J A OIA Sopord,w 1 „, ,.II"" 11 of do T- Ial AsI­ sure 'Ir.,I14 7L 1. MandaorySgn UyJW Lu Nah _ U 1OtES: SIGN LIGHTING +' 1 111. caneen do AlC fCEP11ff fix 'll OM CE PCC 1SolE y -.. ye 1u151 lw macarol LY , b e mA'S e m b e olr lu and lh un ane at - navrvlrvnbl oo6 palwrrrw Imo nf, mcEon d'fdrl mLt1.11 gnuruirp FAlafinpully. a and IDclintw me JILo1M1 [e Ju[v m1ea MJ PII g 8 118h1 8 1 M1 h 1 hl 'I 15110.9 J4I'd .3 wAP mrd IS ��WS III mw wN rh e 8 I'CI 8 cox antl cul be tall tl,g tell e[ orlM1ut [V yywl JeaVVTuae 3 :tonsJ,ccedulal Ard-cec p �_- ❑ a g loan mgwn apron¢ �,Lpne pJ. Spil[h t d 1 k oM`aa nl-tl dLa to,�"'o`,•mn°�.<l..e. ;w'y aw 3 1. MandaorySgn UyJW Lu Nah _ U 1OtES: TI I........IIIb I I h' d h A' vJ(/en frnpanTbk I L Y H V 9 I rt °111¢,5 Y9h'9 A Ibl Y 1 IIAY L rte supproll" 11 ' df 1! ' h IYI "VIt...I UTpetrol .."1119,,,I'd, mYw.Lle/otl d°..... ' 9 Ilph 9 I I V 41 I I IV IIYh"9III llepwna/u/lLe,lan. prh A Ill 'I I emlmnlm[ms w [ 1 4 goads, ThlleJ a c " a, Am tea, pnr per earn re dorm¢ coads, Thal r "' ea 3 p ,ore pep, ane yen Y/ar romynan[e V pe / 1 st°Ilall V ImI ° aNw ° w M1 A °nrpol;ullelnulhx', CamVlb [evndonh [e l e VY 1 t5cu I / y"al I'Ll,I , t 1° [e Nee wit tl/ a Yl r[wnrv[Na pme l e.lm spews Ards he re mbll a a wJr nlleC realm pllvr[e,amt lw macarol LY , b e mA'S e m b e olr lu and lh un ane at ° honor pep c myle ¢cora 3pPap, tb sola mvll.tttJo[u1r'enl-lhaxespambv Derl9t errl plleuhniuhe turn navrvlrvnbl oo6 palwrrrw Imo nf, mcEon d'fdrl mLt1.11 gnuruirp mm, mun,,Rdy ❑ J Vh" I. ❑ve,M1tenslbyanoaU a and IDclintw me JILo1M1 [e Ju[v 1aCM1 kY N l II Ill 111 PII g 8 118h1 8 1 M1 h 1 hl 'I 15110.9 J4I'd .3 wAP mrd ❑ IN, ❑ III mw wN rh e 8 I'CI 8 cox antl cul be tall tl,g tell e[ orlM1ut [V yywl JeaVVTuae 3 y I411o. u§I1U3 NP e ❑ 0 n Spil[h t d 1 k natiar,"Tiotisgcammalmtap not [ I' 1 the uradfibldpro xwnra1551°9andVisit .retill 3 I'dl It g[° xuls 11 at[o plywlM1lhe '61 y t Id mal 411BHasJ 41903 PMC, N IS Ofludd a ml g I y aJ Pat, -,,I ❑Ve ❑ll° w,m 11 dm,mrl.wd arld, Ali, SIGIGNN LIGHTING NG foxWANTADEALLOWANCE PER UNIT LENGTII(51 F .. gull fOrmirable 1910]0 E m no lun es lu or oe aluhvlm As of a IS Or as 11 11 ALL— I called .'Is 1 Alual SN Ill (AMImla J En a of C°lp Boar III'Map Ill e I Isno" LSUI 'llopeble'a'[ IJeed n Stand,d ll'a 1111naw r WA l- '� 'r NI Is IN mid xZITHOf -IT'S n' Local,,Iw PII Inad"OP. At1 J n Runday 11 111' h A. undual unde 1. 16 I I I tors. wAP mrd ca del III mw wN r IT J31 IxA 11 nards., TILA ILIFIA, if Induardful' all A TOLOPIAOID411.1111.L Y N NP hoNAAAose¢ Spil[h t d 1 k O 0 O x PMC, N IS Ofludd a ml g I y aJ Pat, -,,I QµOFESS/pN to CIA NA o an; fiddreart d b oply 11 ffihoy sp J' JI J' J➢obe Pup0 , O a CT RAS I II W Nurce all That ON Alth Jar J rg IIS hod 1- Per _ kw.. apply 4.wella1 TO A Ii mdbSU Suing yh t 5' Ira1 Uel agn yPOWer d1 v x xA 1� 1 Or. [ n M1 uryuan a hllauri sM1all sew IJe,etl ON L.,n Ja cup '.rem' -a- t"m mpr.mle avy 100 0 umw,Jallpwraelt null WJ-gwwenN.. zdaplry nahl �1 N Exidol to ¢monad 3U1xP'umeoanyns nwnn ti" - n u b r LA IlWni na[ea both day pro nal,. O _ O 0 J e- fink Meav ¢LenleCCanxo. An EleRmnl[Meisa ¢[doll¢ IE 1 511031aH DaI an 0.a5pylsr [I { d foxWANTADEALLOWANCE PER UNIT LENGTII(51 F .. gull fOrmirable 1910]0 E m no lun es lu or oe aluhvlm As of a IS Or as 11 11 ALL— I called .'Is 1 Alual SN Ill (AMImla J En a of C°lp Boar III'Map Ill e I Isno" LSUI 'llopeble'a'[ IJeed n Stand,d ll'a 1111naw r Po, u. add sen Imre a , IM, denad" Alanawea as ofll elm lav l- '� "m.. .,1.11 rI lay wr +.b..,ap lw L. r tae .ml wr . r .label bm Inad"OP. At1 J n Runday 11 111' h A. undual unde 1. 16 I I I tors. YN NA , O O O r IT J31 IxA 11 nards., TILA ILIFIA, if Induardful' all A TOLOPIAOID411.1111.L Y N NP hoNAAAose¢ Spil[h t d 1 k O 0 O x PMC, N IS Ofludd a ml g I y aJ Pat, -,,I QµOFESS/pN to CIA NA o an; fiddreart d b oply 11 ffihoy sp J' JI J' J➢obe Pup0 , O a CT RAS I II W Nurce all That ON Alth Jar J rg IIS hod 1- Per _ kw.. CEflI vAIEO 0.,all Ill Far -E S gr EtlhlgPOLEC aeetul Sl E4VAu r Or as 11 11 11 ors ,pow" I J _ e11 1 Alual SN Ill (AMImla J En a of C°lp Boar III'Map Ill e I Isno" LSUI 'llopeble'a'[ IJeed n Stand,d ll'a 1111naw r Po, u. add sen Imre a , IM, denad" Alanawea as ofll elm lav rw f ler¢ar 1 tlp,an."adfitebutuall h _T�dP J'uy Apploodul 1'ill' PROPIR[ q upprou AOI ITO be located1 Inad"OP. At1 J n Runday 11 111' h A. undual unde 1. 16 I I I tors. YN NA , O O O r IT J31 IxA 11 nards., TILA ILIFIA, if Induardful' all A TOLOPIAOID411.1111.L Y N NP hoNAAAose¢ Spil[h t d 1 k O 0 O x PMC, N IS Ofludd a ml g I y aJ Pat, -,,I QµOFESS/pN to CIA NA _ an; fiddreart d b oply 11 ffihoy sp J' JI J' J➢obe Pup0 , O O CT RAS I II W Nurce all That ON Alth Jar J rg IIS hod 1- Per OF CA��F� apply 4.wella1 TO A Ii mdbSU Suing yh t 5' Ira1 Uel agn yPOWer d1 v x xA 1� 1 Or. [ n M1 uryuan a hllauri sM1all sew IJe,etl ON L.,n Ja cup '.rem' -a- t"m mpr.mle avy 100 0 umw,Jallpwraelt null WJ-gwwenN.. zdaplry nahl �1 N Exidol to ¢monad 3U1xP'umeoanyns nwnn ti" - n u b r LA IlWni na[ea both day pro nal,. O _ O 0 J e- fink Meav ¢LenleCCanxo. An EleRmnl[Meisa ¢[doll¢ IE 1 511031aH DaI an 0.a5pylsr [I { d Y N N/A Vavinaa pew[,10d. edrr 4,A IpoW 11154W nasamn .I nslaleJllalbmpabeol gn nap y'.ver LY 13U% �vF--, lJ ELTINTalnel LMCEVI ON mAml°n 1301 I.' Ill ,IeJ L/p IN o[LI¢salebsalmr V NA .dila alwn °be, eJ 013V: to be Oe ce jOL Jee.aa epx, yam( on sal A It."Adde,Y ITO 11.11 -nor dolerrada.1 fapid1. wars, S. 1 spaual.a n, ,e eyPaJ .aa,6Ne ae, ae wtb pwrm Val Al I fiIGN LIGHTING Paul, scoa AINIDDISk. 11115 'ml 31 a' 3'"d' ais parderserCJ 1 LITSIS tl Ol pleawl tape 1 .1 1 . I . A . III don refer I-. Toa-lor un., TO 1, nN1 u-4-1 I Istel It LT. EJdAA Inar, A Aaarl dA IT. al '11. 41 1 ret Nel oI ru 5. e III' aLI:call, to E rd, awerfor ,e IT orl ral rew..P Ince. .. ,ra. CJ ,I III IT, In I. WAFFACE ALWWNFCE PER SQUARE FOOT OF HARDSCAPE AREA (Oma lUgMitl) Table 14078 .I. -°a 1 dr LIPASItur Jh JII Ldp- III I f e Ib ruteJl°rtaowatuos least, Jetan'und a a[mNe [e n, (I aLeap°,[-top a ped rt ela°°I AJeleu. -Ilrl It typa6w s pie, r, pmt ullu< a' d 1 Or as 11 11 11 ors ,pow" I J _ e11 3a Ad, IncmA J Ian' 1111111111 dual" ¢.[dame.1l Jf w s flla°F d I' lr[. Ina lel¢ lMrAnd l F tl tl JIll 0method Ic I(CIPTIPAITS Past db Of tai Ce1(Ifate dl lapprodae,landa uORII TO, so, t laphr loan,, an l°l dl ar II )I111. W rw 'e Su15 _T�dP _ red as L reap Saute Ip! w) qmh post lost¢ r ppm ,r I wan lana, h OM1m ml fade [ p pn. TV ,,I hoNAAAose¢ ASS111 1r, au (EST) 331-7051 PAX (.B1) I19] -%B19 d5 emNl .Aloney'Oimye.nel -� wVn.fh,e9.naI Tha QµOFESS/pN to CIA _ le[1 SI A. T CT RAS enmi.niIU OF CA��F� e_rwl 1� 1 U_ umw,Jallpwraelt null WJ-gwwenN.. C4 WATTAGEALLOWANCE PER SQUARE FOOT UE SPECIFIC AREA Tbla 140./6 -ArdecoreV III Salary 'III III, Ilada Isclo, 11.11I puldolus, INNOmw s 'I ,all ...Pr Tu none 4u.N Include, RJ 1 / Rud­eal W 5 - 1.1 MASS 11all and Iere4 rexaoa I .m yp let III,la AT lU VI A sled e,t, Or V in auJA,.I crar. W.,r Pur I Tor 111, uPlul of cNVINI xpbNw eraepd, Cwrp+m. CE EDF UM LIANCE .RCI iS OFE g Lbn_ g 3ai s1 Art. an LRENT .1 }ll b ya, bFat, h J 1 ItPana a' d 1 n p bllylI, fraiddr,d rn ,w ❑tee oma mm ,era me Tyr tl r Lr pr. ❑n .e b' e J>e ors ,pow" I J _ e11 3a Ad, IncmA J Ian' 1111111111 dual" ¢.[dame.1l Jf w s flla°F d I' lr[. Ina lel¢ lMrAnd l F tl tl JIll 0method Ic I(CIPTIPAITS Past db Of tai Ce1(Ifate dl lapprodae,landa uORII TO, so, t laphr loan,, an l°l dl ar II )I111. W 'e Su15 _T�dP _ red orruddl Or II yMsw¢us,, EIECfAy[ ymbol Car/x of pror fade [ p pn. TV ,,I hoNAAAose¢ ASS111 1r, au (EST) 331-7051 PAX (.B1) I19] -%B19 d5 emNl .Aloney'Oimye.nel -� wVn.fh,e9.naI Tha QµOFESS/pN to CIA xee le[1 SI A. T CT RAS enmi.niIU OF CA��F� e_rwl 1� 1 U_ �1 N Ti �vF--, lJ I, av Is Jee.aa epx, ,awr, yam( z P•�E��1 _ re [N l All onuf ®re. E par Or ruld.10 V Anne, �.. s i Ie.m,u,yr..v z If I, .,.I IT "Anda 1.11.1 cancl-la feel III a ou PASS,w �I -w a �s 9 I,'tell. 1111.1 IS INITLY , al proud To EAn FU XII EYa prvnal me M1W wn evammplmme daEPGYVFN ahel mvpneeredlvra Us Eh .au -'e p"aeaeamwr . p 11 pnH he wrp Wruny emnvayrer. m.e sz mmmmur Nz �F as IS 3 599, yr ter z Lala, I. a n nmpaI'd,, Ly a p ag. wluo ¢neJ a' s ay cos O M,,ed4VJFymt pull' lrz0 usou alley are lulrzsowl pll, waltlerosodarc DATE I I -2q-18 sswJ Ly bll llhallmxnlnnu nlpke WU19%4 A5 NOTED 1 l - a uwdautpe w.lwtle lope Bmp JxPPJ Lv ma reaserea uparanpX' pmrwpby. wort Joe 17050 IeJ ti A SI CBE.bEWS voria W am r Ill IT 11. IAA OF 9 Qm,I Neem iI'll /raNa VulmrmssIn, P rNoo the 111 p a venpmwapnpzu 1p suraltell N'. IJ h Je „„e .1 a* ❑ n iluvs- 'A a J+, ILX IZI w L 'a ala Ifunrl,l n In FIAT eRal ,at.eras,reser. `1xJvaI, ❑ Elrykrrace, n'Allpawe, mpylV-a .In III Jaaly tt+a> AC IrpaNmekwn.aP,yaLerMaawm.are M..w leant strmn vn w an I'd snau,a,pHwrm mea ¢Caste e.....menuvhn¢Appbvra Emnem _ um UPI, 11), ❑ a f t';It E➢HExbl. larresplase I first Jair Ilxlulnrmnlvn cnxxNt ❑ J M1btl I k g' - e rotate a tpev Uhhe m IanJa J, "C n Y be 1 1 1 J J J I er6 by a9r C mW [.wJ w/[[ p [elry MPw a Jfea BOJvr ay4.0 °v[hI Pl MJvin VUIDbe 98m A -an t. mrm[rE rnxJaar.N BzryEadlrnmLx Narr ,A Is 111111 re.. do a'. .....Plan LeuIL'Ipal Anlodul VNIONED 11111 it ISO Its IIIIANIAAT N d r4 amW tl[Fa{n ;'. NJasY mW f.1, ter EIS Ip Wan[. I'll, la vILV ml' E. r. ad,lemovl ,I elem'Ine2n" Si rr Yls Id ... uENT;,.rurA1r1s ... andal,Il W all mmlumn 40lfid­ uns $ISO Uprourn mWdelfrul _ ----- 'A all III IdeplIed. All late nmfn 1111derde SIGN LIGHTING POWER ALLOWANCES H Sale `Nor.lauSI56aE16 I ted, L dol or. uporstloal Inuolrapil-for-IT.A.'r- III a coup III ae n w W Na [,nndVIo1, 'Irudell Is, th. IIIIIIALAN. m, rAeurelL - rA, ped, mmrv.r rhert,fmrprame _ . - III co, `61 4EP IEDF LOM PAIN(, HPLC CIShc-E IO ECULE CH EEK PARK ""i la IB b ya, bFat, h J 1 ItPana IIIIIII.R.".allall spe[Ca E'. ey CM1 A: m TOP leb Par' l .adorn s apt all athe EpeNW Le 1E4urze all Or Arallc do Cuparnam in 111 a' art 11, am al hge "A Tor. dary plea ma,m um al oweblyni ng tows m fined pl 4a,plamel A _I rnIS L D i1So1-E W 'e Su15 _T�dP _ II yMsw¢us,, EIECfAy[ ymbol LICN� N ElLl `O 41yr 11030 oeru p[on (EST) 331-7051 PAX (.B1) I19] -%B19 d5 emNl .Aloney'Oimye.nel -� wVn.fh,e9.naI Snalll elude YylCare QµOFESS/pN to CIA xee le[1 E01 DB /2 1 a 00 A. T CT RAS enmi.niIU OF CA��F� e_rwl 1� 1 U_ �1 N �vF--, lJ U_ �1 � igmpe Jee.aa epx, ,awr, yam( Ow. N y En en( P•�E��1 _ re [N l All onuf ®re. E par Or ruld.10 V Anne, �.. s i Ie.m,u,yr..v z If I, .,.I IT "Anda 1.11.1 cancl-la feel III a ou PASS,w �I ILL.IAIM u/ J / pro. 6E by me,x, v4v Our JanuxS er°v Iy4e Al Wunoo, I,'tell. 1111.1 IS INITLY , al proud To EAn FU XII EYa prvnal me M1W wn evammplmme daEPGYVFN ahel mvpneeredlvra Us Eh .au -'e p"aeaeamwr . p 11 pnH he wrp Wruny emnvayrer. m.e an Idea. hminma{nm n.l�pppwrmmmlo x.[n,.w' _- _ laddr Nz �F I rmod is y O �I inlm m........... etallvlldelan ,IM1ap puha pl+M1 arnlx3¢vea.va ball....... ........Oda ..."A", roamer, J z Lala, I. a n nmpaI'd,, Ly a p ag. wluo ¢neJ a' s ay cos O M,,ed4VJFymt pull' lrz0 usou alley are lulrzsowl pll, waltlerosodarc DATE I I -2q-18 sswJ Ly bll llhallmxnlnnu nlpke WU19%4 A5 NOTED 1 l - a uwdautpe w.lwtle lope Bmp JxPPJ Lv ma reaserea uparanpX' pmrwpby. wort Joe 17050 IeJ ti A SI CBE.bEWS voria W am r Ill IT 11. IAA OF 9 Qm,I Neem iI'll /raNa VulmrmssIn, P rNoo the 111 p a venpmwapnpzu 1p suraltell N'. IJ h Je „„e .1 a* n iluvs- 'A a J+, ILX IZI w L 'a ala Ifunrl,l n In FIAT eRal ,at.eras,reser. `1xJvaI, Elrykrrace, n'Allpawe, mpylV-a .In III Jaaly tt+a> AC IrpaNmekwn.aP,yaLerMaawm.are M..w leant strmn vn w an I'd snau,a,pHwrm mea ¢Caste e.....menuvhn¢Appbvra Emnem um UPI, 11), Ufunded a f t';It E➢HExbl. larresplase I first Jair Ilxlulnrmnlvn cnxxNt Nle rap G a. ane, eyv I.nrySNnJaran ISISPAnsmWen,a Coavane Aye, 306 eery for w du ry salTO. lunarLal JJ N. i a True .11 iFl[ (la d, 4ela °w°I nalpler aeawpre 611 vJUJry IS -entero Jad eerWeJ M1 1' a 1 t Or aJ lues Nal bl 'I MJu ens VermnrlsrueplarmJ stab eJ[o Neen wumenbp <Y pi- Jlan,wnu vNJitl ¢drop'/o Mr (m lc be less ser u. unwmebawna 1 r v Tr NMa arld'I No- v sv rv'. / I � up - _As a IIIIATALS IN LIESIR Anerall n.r[Vs aw,N,. VO lb ew1 1-1 L°mppn[. No REVISIONS BY SIGN LIGHTING _ _ rnIS CEPIfr IDI C1 C1 QF i1So1-E W 'e Su15 -LIa.Isle eery for w du ry salTO. lunarLal JJ N. i a True .11 iFl[ (la d, 4ela °w°I nalpler aeawpre 611 vJUJry IS -entero Jad eerWeJ M1 1' a 1 t Or aJ lues Nal bl 'I MJu ens VermnrlsrueplarmJ stab eJ[o Neen wumenbp <Y pi- Jlan,wnu vNJitl ¢drop'/o Mr (m lc be less ser u. unwmebawna 1 r v Tr NMa arld'I No- v sv rv'. / I � up - _As a IIIIATALS IN LIESIR Anerall n.r[Vs aw,N,. VO lb ew1 1-1 L°mppn[. No REVISIONS BY PE EIECfAy[ L ENOINF.EIVING LICN� NO ITA91CN CA END] Ii f VONNOE13033 11030 ." 550U VINO AVENUE. 9UITE e51 LiL NAAAk9YlEW, C0 930W (EST) 331-7051 PAX (.B1) I19] -%B19 d5 emNl .Aloney'Oimye.nel -� wVn.fh,e9.naI QµOFESS/pN to CIA }2i EXP, E01 DB /2 1 a 00 A. T CT RAS OF CA��F� H 1� 1 U_ �1 N �vF--, U_ �1 � igmpe yam( i � 1--1 \ P•�E��1 � 1�1 V V I z 7- �I O IL V Nz �F O �I O J O V DATE I I -2q-18 SCALE A5 NOTED DRAWN MCS/I Joe 17050 SHEET E-3 OF SHEETS