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Home My WebLink About1601 Petersen PlFEB 7► l�, I. �� CITY OF SANFORD I l�rUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �" 1�r-Documented Construction Value:: Loi �`1 5 • 9 4 Job Address: T C 2-�ot,t _PL Historic District: Yes ❑ No Q, Parcel ID: I (- � - 'SCD - 521 -CA CO0 I-C)00�� Zoning: Description of Work: 12VA SIA (� CDS J l > <�t"A I I Til IJ `�o fop j Plan Review Contact Person: 1 Phone: —tot A -QT ( 2-14 Ssvil X02 :n �I A�f47U lC. Titic: K£Y-. nr. al - -.D i 2e-6[' f2 - Fax. Fax: 1 "D31) ' E-mail: F�� C/^g myi G(41 t rzrzp ad Lide. c.M I II I Property Owner Information Name I �- r�� Phone: Streeter ?bGQ —ee Resident of property? : (� City, State Zip: 0121. _�-)2 662:L Contractor Information Name f_E'KN1le_ Grr �l�S. G Phone: �� ^1 • ( 1 �o Street: 10( 6001 -CO ��Q Fax: 01 <SS City, State Zip:�1✓0 �j2-��l State License No.: ��C�ooO3 Name: Street: City, St, Zip: Architect/Engineer Information Phone: Fax: E -mail - Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Y-1 Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Constructiou - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: M&Onwwmw�= maps , No ii.-,�,Y� 1+ . & -wmg Ammmyn . .. .. .. .. . ITT ...... .... .. AV ;4I.IJ IBJur, 011! ggy4': "j A it 4.v1. FrmdA�-q�' ;F"n. WWOWMM m- A—, M Fr xxtq w Ob :fY 0 out ORMWERE—mm—MON jI,-MNW MX.. .... . ..... '10 ........... "Nil Lvi PLANT L.1 T -. 1 R 6/ 5HRU1 15 4 GROUNDCOVER QTY. A5E3fQEV. 50TANICAL NAME COMMON NAME SIZE 4 SPECIFICATION 5 IOL/4' Ilex 'Oak Leaf' Oak Leaf` Hol 19 15 ga I., 4' ht. it 101:/65 Ilex opaca 'Eaeleston' Eagleston Holly 65 gal., 10'-12' x 5'-h', 3"-3 1/2" cal., 3' c.t. i 1_.J/8 Ligustrum japonicum Japanese Privet 5 4 8, S'-9' X S'-13% multi -trunk, full 4 symmetrical 446 MCG/1 Muhlenber! is capillaris Gulf Muhly Grass i gal., 12" x 12" spr., 18" o.c. 18 PM11 Podocarpus macrophyfla Podocarpus 3 gal, 20"-24" X 15"-18", Full, 24" o.c. P5/3 PennlSetum 5etaceum Purple Fountain Grass 3 gal., 20"-24" X 15"-181, Full, 24" o.c. 1 Quercus Yirginiana Live Oak 65 gal., 13'»14' ht., 61-71 spr., 3"1/2"-4" cal. 564 RI/3 Rhaphiolepis indica 'Alba' White Indian Hawthorn 3 gal., 15" -IS" ht., 15"-18" spr., 24" ox—,. 11 5P/5,10,12 Sabal palmetto Cabbage Palm 8', 10', 12' A. ht., per contractor/LA selection, refer to plans S0 TA/1 Trachelospermum asiaticum Star Jasmine I gal., 4-5 ppp, 12" runners, 12" o.c. 83 TD/3 Trlpsacum dactyloides Fakahatchee Grass 3 gal., 24"-30" X l8"-24", 30" o.c. 90 TV/3 Tulbaghia violacea Society Garlic 3 gal, 24"-30" X 0"-2411, 18" o.c. LANDSCAPE NOTES. 1. ALL PLANT MATERIAL SHALL i3E FLORIDA GRADE NO. 1 OR BETTER AS SPECIFIED IN "GRADES AND STANDARDS FOR, NURSERY PLANTS", "PARTS 1 AND 2, BY DIVISION OF PLANT INDUSTRY, FLORIDA", DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN 'STANDARDS FOR NURSERY STOCK', LATEST EDITION. 2, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES THE PLANT LIST. IN THE EVENT OF A CONFLICT BETWEEN QUANTITIES ON THE PLANT LIST AND THE PLANS, THE PLANS SHALL CONTROL AND THE DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BID. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 3. CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODE5, ORDINANCES AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECE55ARY PER"iITS TO PREFORM THE WORK 4- THE LANDSCAPE CONTRACTOR IS RESPON51131..E FOR INSPECTION OF EXISTING CONDITIONS AND PROMPTLY REPORTING ALL DISCREPANCIES AND IMPROPER CONDITIONS (WETNE85, MUCK, DEBRIS, ECT) TO LANDSCAPE ARCHITECT PRIOR TO BIDDING. CONTRACTOR 15 RESPONSIBLE FOR SOIL ANALYSIS PRIOR TO INSTALLATION OF PLANTINGS, AND iS RESPONSIBLE FOR ALL SOIL AMENDMENTS TO CONFORM TO SPECIFICATIONS (SHEET L.08). 5. ALL TREE MATERIAL SHALL BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. h. THE LANDSCAPE CONTRACTOR SHALL AQUAINT HIMSELF WITH ALL CIVIL DRAWING AS THEY RELATE TO PAYING SiTE GRADING, AND ALL UTILITIES, (INCLUDING WATER, SEWER AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDING AND ENSURE TROUBLE FREE INSTALLATION. THE EiACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES, EXISTING UNDERGROUND SPRINKLERS AND PIPE MAY NOT BE INDICATED ON DRAWINGS. THE CONTRACTOR SHALL CONDUCT H15 WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO E115TING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND $HALL BE RESPONSIBLE FOR THERE REPLACEMENT IF DAMAGED 15Y HIM. 1. ALL PLANTING BEDS SHALL RECEIVE A 3" LAYER (i" OVER ROOTBALL) OF PINE BARK NUGGETS. 8. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. N 120" PLAN 211X211 $TAKES BLACK RUBBER 120" 120" HOSE DOUBLE STRAND 12 GAUGE WIRE PROTECT TREE TRUNK WITH BLACK RU135ER HOSE DOUBLE STRAND 12 GAUGE WIRE WITH GALVANIZED TURNBUCKLE THREE 2x4 STAKES (48" LONG) 3" MIN. OF MULCH SOIL BER" I TO HOLD WATER FINISHED GRADE 0413 OR CONTAINERIZED (SEE PLANT SCHEDULE FOR ROOT BALL REQUIREMENTS) REMOVE TOP 1/3 OF BURLAP FROM 5413 TsE 5 SCARIFY SIDES OF HOLE TO 4" DEPTH MINIMUM PREPARED PLANTING 5011- COMPACT OiLCOMPACT PLANTING 3011 - BENEATH ROOTBALL MULTI -STEM TREE PLANTING TAIL NOT TO SCALE 3 IED AREAS SHRUB$ FOR REQUIRED SCREENING MUST BE MINIMUM 30" HEIGHT AND $PACED A MAXIMUM 5' ON CENTER. I -Al t..Ig !. FG4-. I 3" MINIMUM OF SHREDDED BARK MULCH 501L BERM TO HOLD WATER EXCAVATE ENTIRE BEp SPECIFIED FOR GROUNpCOVER PLANTING BED TO A DEPTH OF 12" FINISHED GRADE "V" TRENCH AROUND - — -� 1 ENTIRE PLANTING BED SCARIFY SIDES OF HOLE 7–�-- - TO 4° DEPTH MINIMUM J , 545 OR CONTAINERIZED -1 i1, i ti f 1 (SEE PLANT SCHEDULE FOR YP. ROOT BALL. REQUIREMENTS) PREPARED PLANTING 501L AS SPECIFIED. COMPACT PLANTING 301L BENEATH ROOTBALL NOTES: I. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. SEE SPECS SECTION 02950 PART 3 EXECUTION. 2. IN SEMI -IMPERVIOUS SOIL CONDITIONS, ROOTBALL ELEVATION SHALL BE t2" ABOVE FIN15W GRADE. COORDINATE WITH LANDSCAPE ARCHITECT PRIOR TO SETTING R00113ALL ELEVATION$. 3. $OAK EACH PLANT BALI AND PIT IMMEDIATELY AFTER INSTALLATION. '��Iiillfiq NOT TO SCALE + I + + t ! TYPICAL EDGE [ + OF BUILDING + + I + 1 \\,+\ +—+__ +—+—+—+_ +_____+—+---+— T_ +--I--+ +-- -I--+ .. _+ _1 —+— ` ATYPICAL SPACING IN ,_ 1/2 OF SPECIFIED CURVILiNIER PLANT BEDS. O.C. SPACING OUTSIDE ROW TO FOLLOW CURVE AS SHOWN ON PLAN SPECIFIED SP(SEE PLANT SCHEDULE) TYPI,AL GROUND COVER $SPACING DETAIL LARGE TREE PLANTING DETAIL. SPECIFIED O.G. SPACING (SEE PLANT SCHEDULE) NOT TO SCALE 120' PLAN — BLACK FRU15DER 120' 120° HOSE DOUBLE STRAND 12 GAUGE WIRE FINAL TREE STAKING DETAIL5 AND PLACEMENT TO BE APPROVED BY OWNER CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION, PROTECT TRr:E TRUNK WITH BLACK RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE UJITH GALVANIZED TURNBUCKLE 3" MIN. OF MULCH SOIL BERM TO HOLD WATER THREE 2x4 STAKES (36" LONG) BURIED BELOW FINISH GRADE FINISHED GRADE 545 OR CONTAINERiZED (SEE PLANT 5CHEPULE FOR ROOT BALL REQUIREMENTS) SCARIFY SIDES OF HOLE TO 4" DEPTH MINIMUM PREPARED PLANTING SOIL COMPACT PLANTING SOiL BENEATH ROOT15AI1- NOT TO SCALE TYPICAL. TREE MULCHING MULCH 3" DEPTH MIN. NOTE: APPLY MULCH IN A 6' DIAMETER WHERE PROPOSED TREE PLANTINGS OCCUR IN SOD, SMOOTH CONTINUOUSLY CUT SOD EDGE SEE TYPICAL TREE PLANTING DETAIL. FOR TREE STAKING TYPICAL OVER5TORY TREE NOT TO SCALE01 TOP OF SOD TO BE 511DEUJALK OR FLUSH WITH PAVEMENT OTHER PAVING FINISH GRADE 211 s LAI> • " .► Iii ► 120' 12" TYP. PALM TREE PLANTING DETAIL. 120' NOT To SCALE r-> 10! HURRICANE CUT ALL PALMETTOS NOTES: 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OU.NER . 2. SEE PLANTING PLANS AND SPECS FOR PALMS WITH BOOTS TO REMAIN ON TRUNK 3. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. SEE 5PEC15 SECTION 02$50 EXECUTION, TWO STEEL 1=3ANDS WRAPPED TO SECURE BATTON$ TWO LAYERS OF BURLAP TO PROTECT TRUNK 61X 2x4 BATTONS (18" LONG) PAINTED BROWN THREE 2x4 BRACES (48" LONG), NAIL TO BATTONS AND 2x4 STAKES, PAINT ALL TIMBERS 13ROUN 3" MIN. OF PINE$TRAW MULCH SOIL BERM TO HOLD WATER THREE 2x4 STAKES (24" LONG) PAINT STAKES BROWN PIN16WED CxRADE I i 3CARiI+Y SIDES OF HOLE AI TO 4" DEPTH MINIMUM : 1545 OR CONTAINERIZED I–► (5Er= PLANT SCHEDULE FOR ! 1= ROOT BALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED. COMPACT PLANTING SOiL BENEATH ROOTBALL NOT TO SCALE 01 i Land Resource Design Group 04 h� m 'r� M c=) CD Q4 1 O N {�� n , y � q 0 .j + M � m U .N :t O -4 b ' P DA 'E: 10-14-2013 FRI ECT NO.: DRHO13-XX.XX DRAWN BY: imm DESI 7NED BY: B� lR CFIEC:KED BY: BHR SHEET NO. Q 7- 0 i~ U w Q ra Q 04 h� m 'r� M c=) CD Q4 1 O N {�� n , y � q 0 .j + M � m U .N :t O -4 b ' P DA 'E: 10-14-2013 FRI ECT NO.: DRHO13-XX.XX DRAWN BY: imm DESI 7NED BY: B� lR CFIEC:KED BY: BHR SHEET NO. INIOZZLE CHART LETTER PROi)UCT SPEC. * G.P.M, 30p5I • RADIUS RADIUS/ANGL5 ZONE LABELS THE CONTRACTOR CAN USE FIXEp PATTERN NOZZLES W-�1ERE ADJUSTABLE NOZZLES ARE INDICATED ON THE PLANS IF IT PROVIDE$ 100` COVERAGE AND LIMITS OVERTHROW ONTO HARD SURFACES. ZONE GPM LEGE TYPE WATER USE PRECIP. RATE HUNTER PRO SPRAY SERIES 6' POP-UP �' HUNTER PRO SPRAY SERIES 12 POP-UP (in. per hour) (minutes) HUNTER SHRUB ADAPTER ON RI5ER Spray --- TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLER$ PER TREE. -- — 60 • ------- CLASS 200 PVC MAINLINE -2 1/2' MEDIUM 0.5 l 3 60 Spray I CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER 0.5 60 131ZE IS SHOWN. MINIMUM SIZE OF 3/4' (EXCEPT RISERS AND FLEX PIPE) Spray HIGH H. 40 SLEEVE (MINIMUM OF 24' DEPTH AND 2 SIZES LARGER 60 5 34 I THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) F____ - - — — - --- —_ _ -- MEDIUM 0.5 HUNTER ICV ELECTRIC VALVE WITH DECODER. SIZE AS SHOWN This chart is provided as a general outline only and BELOW. INSTALL VALVE IN A 11'X1 -f' VALvE BOX AND COVER 0-25 10 approximately (3PM=1' water per week. The contractor shall be responsible to set 1 26-50 CPM=E 1/2' on the controller based for the specific site conditions. This shall i 51 AND HIGHER GPM;2' _ __.._..._ - ------ h. ------- ___-____.__.__._-------------- ------ ._._. ____-- I contractor shall be fully responsible to check equipment i I CONTROLLER- HUNTER ICORE-DUAL. DECODER CONTROLLER. INSTALL INSIDE THE WELL FENCE AREA. RI=FE=R TO THE DI=TAIL. shall be responsible to INSTALL WITH A HUNTER MINI-CLIK RAIN SENSOR GROUND AS PER equipment shown on the plan. THE DETAIL. errors in quantities. W CYCLE STOP VALVE G6V38 1 11) 150LATION VALVE 4' WELL- REFER TO THE DETAIL AND 5PECIFICATION5 ON THIS SHEET. DETAIL I 1 _ INIOZZLE CHART LETTER PROi)UCT SPEC. * G.P.M, 30p5I • RADIUS RADIUS/ANGL5 ZONE LABELS THE CONTRACTOR CAN USE FIXEp PATTERN NOZZLES W-�1ERE ADJUSTABLE NOZZLES ARE INDICATED ON THE PLANS IF IT PROVIDE$ 100` COVERAGE AND LIMITS OVERTHROW ONTO HARD SURFACES. ZONE GPM HEAP TYPE WATER USE PRECIP. RATE RUN TIME �' (in. per hour) (minutes) 1 52 Spray HIGH 0.5 60 2 18 Spray MEDIUM 0.5 60 3 60 Spray MEDIUM 0.5 60 4 15 Spray HIGH 0.5 60 5 34 Spray MEDIUM 0.5 60 This chart is provided as a general outline only and is based on providing 10 approximately 1 inch of water per week. The contractor shall be responsible to set the run times on the controller based for the specific site conditions. This shall include, but not limited to soil, weather, plant needs and establishment period. The contractor shall be fully responsible to check equipment quantities and shall be responsible to install and include in the proposal all equipment shown on the plan. The plan overrides any errors in quantities. W CYCLE STOP VALVE G6V38 CHAIN LINK FENCE WicaNT. TOP RAIL 1) REFER TO THE LANDSCAPE PLAN$ WHEN TRENCHING To AVOID TREES AND SHRUBS. HAND DEG AROUND ANY EX1$TING TREES. DO NOT CUT ANY ROOT$ OVER 2' IN DIAMETER. 2) ALL MAINLINE PIPING SHALL BE BURIEP TO A MINIMUM DEPTH OF R8' OF COVFR. ALL LATERAL PIPING :SHALL BE 15URIED TO A MINIMUM DEPTH OF 12' OF COVER, 3) ALL POP-UP ROTOR$ AND SPRAYS SHALL BE INSTALLED USING AN IS' PVC FLEX PIPECONNECTION DO NOT USF POLYETHYL PIPE. 4) ADJUST ALL NOZZLE$ TO REDUCE WATER WASTE ON HARD SURFACES 4 BLDG. WALLS THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TD FIREVENT FOGGINGs. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINpOWs. 5) ALL RISERS SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'S REPRESENTATIVE (IF ALLOWED BY CODE) AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. RECLAIMED SYSTEMS MAY REQUIRE THE PIPE TO BE PURpL.E 6) ALL CONTROL- WIRE SPWCR5 SHALL RE MADE IN VALVE BOXES USING 3M DER -Y WIRE CONNECTORS AND SEALANT WITH WIRE NUTS. i) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A WHITE 15OND PAPER COPY OF THE IRRIGATION PLAN ANY INSTALLATION THAT DEvIATE$ FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN, 8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL 13E INSTALLED IN VALVE ROXEB. THE VALVE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER. S) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN TH1WRE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH. 40 SLEEVE. 10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24' FROM ANY WALL AND A MINIMUM OF 6' FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12' POP-UP T1 IAT I$ SHOWN IN A SHRUB BED SHALL BE DETERMINED 15Y. THE OIIJIJIwR'S REPRESENTATIVE IN THE FIELD, 11) THE CONTRACTOR SHALL EXERCISE CARE 50 AS NOT TO DAMAGE ANY EXISTING UTILITIES_ THE CONTRACTOR SHALL 13B RE$PON5IBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WOWG 12) ALL WORK SHALL 13E GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEP'TANCI; AGAINST ALL DEFECTS IN EQUIPMENT AND Uk>R1CMANSHIP. (OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS) 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER, WELL OR PUMP SHALL BE PF;4YIDED TO A JUNCTION BOX OR DISCONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT I8 NOT PART OF THE BID PACcAC7FCONI=IRM THE LOCATION OF THF CONTROLLER WITH THE OWNER OR GENERAL CONTRACTOR BEFORE ANY INSTALLATION. 14) IT SHALL 13E THE RESPONSIF310TY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT &PACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANT$ AND OR SOP IN THESE AREAS, 15) 4a3 HOURS BEFORE DIGGING, CALL 1-800-432-4770 (SUNSHINE STATE ONE CALL CENTER) 11 THE CONTRACTOR SHALL DRIVE OR DRILL ONE 4' DIAMETER DEEP WELL WITH STEEL CASING FOR THE OPERATION OF THE IRRIGATION SYSTEM. THE WELL SHALL PRODUCE= 60 GALLONS PER MINUTE WITH NOT MORE THEN A 5 FT. PUMPIW4 DRAWDOWN. 12 ALL EQUIPMENT AND INSTALLATION SHALL BE AS PER STATE AND LOCAL CODE REGULATIONS. THE C`-4NTRACTOR SMALL BE RESPQNSIBLE FOR ALL FEES AND PERMITS F2E.0UIRED TO FRILL. THE WELL OR WELLS. 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 5 H.P. SUBMERSIBLE PUMP IN THE WELL THE P1 1 IP SHALL BE CAPABLE OF PRODUCING 60 GALLONS PER MINUTE AT 140 T.D.N. (TOTAL DYNAMIC HEAD) THE T.D.H- I$ AT GROUND LEVEL. THE PUMP OR PUMPS SHALL BE INSTALLED USING THE FOLLOWING EQUIPMENT AND MATERIALS. REFER TO THE DETAIL. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR °MALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL NECESSARY EQUIftIENT FOR THE OPERATION OF THE WELL PUMP AND ITS CONNECTION TO THE IRRIGATION SYSTEM_ A) 4X2 INCH SANITARY WELL SEAL B) 2' GALVANIZED DROP PIPE C) 81,113t'IERSI15LE PUMP C:A6L E, SIZE AS REQUIRED D) ALL NECESSARY GALVANIZED FITTINGS THAT ARE REQUIRED FOR THE CONNECTION OF THE SYSTEM. ALL ABOYE GROUND PIPE SHALL BE CW0 PVC (PAINT BLACK). SAME SIZE AS THE MAINLINE, E) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT P) ISOLATION VALVE (5) SILENT CHECK VALvE H) ABOVE GROUND CHECK VALVE 1) CYCLE STOP VALVE CSV315 3.1 THE PRESSURE TANK PRE-WAR SHALL BE 5-U1) "I LOWER THAN THE PRESSURE SWITCH START POINT. A WATER LINE AT LEAST s' OR LONGER AND NO LARGER THAN THE TANK INLET SIZE SHALL BE CONNECTED TO THE TANK AT A SM ANGLE. THE FIFE55UfE SWITCH SHALL 15E INSTALL ON THE PIPE TO THE TANK AS CLOSE TO THE TAW AS POSSIBLE. 32 THE CONTRACTOR SHALL BE RESPONSOLE FOR THE INSTALLATION AND CONNECTION OF ALL THE ABOVE EQUIPMENT AND THE CONNECTION TO THE IRRIGATION SYSTEM. 33 POWER POR THE OPERATION 01 THlw WELL PUMP SHALL 131= SUim IED TO A JUNCTION BOX AT THE WELL LOCATION AS PART OF THE ELECTRICAL PLANS OR 15Y OWNE=R. COORDINATE ALL POWER REQUIREMENTS WITH THE OWNER OR THE GENERAL. CONTRACTOR BEFORE PURCHA81x OF THE QUI -IP_ 4.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. AT THE LANDSCAPE CONTRACTOR'S EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUIL.DMGB. REPORTING SHALL OCCUR BEFOR3 THE SYSTEM IS IN OPEh'AT1ON. FAILURE TO RIE -PORT SHALL PLACE LIABILITY ON THE CONTRACTOR, 42 BEFORE SETTING THE PUMP THE CONTRACTORSHALL NOTIFY THF L_ANDBCAM ARG 1115 OF THE STATIC WATER LEVEL TO DETEWINE IF THE PUMP CAN PROVIDE THE PROPER GPM AND P51 FOR THE OPERATION OF THE IRRIGATION SYSTEM. 5.1 THE CONTRACTOR SHALL BE W$FNO)*6S18LE TO VISIT THE SITE AND BECOME FAMILIAR WITH THE ON SITE LOCATION OF THE WELL. IT SHALL BE HIS RESPONSIBILITY TO NOTIFY THE OWNER IF HE FI?E1..S THE LOCATION SHOULD BE MOvED. THE OWNER SHALL NOT BE IRRESPOiNSIBL E To PAY FOR ANY WELL OR PART OF A WELL THAT DOES NOT MEET THE FULL INTENT OF THESE SPECIFICATIONS. ELECTRICAL CONDUIT 120V, PVC CONDUIT TO THE START OF THE MAINLINE. PLACE WIRES UNDER a MAINLINE WHERE P05515LE. ALL HEAPS SHALL BE INSTALLED A MINIMUM OF 24' AWAY FROM ANY BUILDING. KAF-FLEX PIPE USE I/2' ON SPRAY HEADS _ MIN, 1ONLRENTCxOTH PVC TEE 5X6X5 OR ELBOW -` LATERAL LINE BODY ASSEMBLY PVC STREET ELL MEAD DETAIL COORDINATE PLACEII> WITH THE LANDSCAPE PLAN. INSTALL RISERS IN THE CENTER OF THE FIRST ROW or - , F• PAINT THE RR*ERS BLACK OR AS PER IREMEST OF THE OWNER (IF ALi_CkWD 13Y GOpE) REUSE SYSTEMS MAY REQUIRE PUi LE RISERS SY CODE. r WALL OR $T►iUCTURE (SEE NOTES) KNIM"24(IB' FROM A 810MU4LK OR ajFa) INSTALL RISER 6' ABOVE INSTALLED PLANT MATERIAL SHRUB ADAPTER PVC SEH. 40 R15ER ULTRA -VIOLET PROTECTIVE PVC CLAMPS I'xl' STEEL ANGLE -411 /-Pvc TEF OR ELBOW SHRU5 RISER DETAIL. TWO HUNTER AFB ADJUSTABLE FLOOD M1515LERS. ADJUST TO .5 GPM OR AS REOUIREP. PLACE OVER THE RDOTBALL AND A MINIMUM OF 8' FROM TWE TREE TRkANiC. STAE E FLUSH TO GR,4DE WITH DRIP TU5ING CLAMPS FIN ISH GRADE OR El-BOUJPVC TEE x3XT MAXIM P op 3' LATERAL LINE STREET ELL - -r rr r*► . WIaTRUT oR AT�vEp — EQJAL RACK OYIMN RAM eEN8M Q \ WIRE A5 PEP LOCAL CODE * PLACE THE RAIN 5EN50R TO RECEIVE RAIN FROM ALL DIRECTIONS. CONTROLLER DETAIL I ALL VALVE BOXES SHALL BE MAWED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR A5 PER THE WRITTEN 5PECIFICATION5. • DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHAI-L BE A MINIMUM OF 6' APART AND INSTALLED IN THE SOD AREA. LABEL LID (IRRIGATION) ]1'X1T' VALVE BOX-, / / T'�118H GRAfJE 48 OR TO LATTQAL LNE 80IL SEPARATOR m /-TEE U ft$ IA MAR M � L. CTRICAL. VALVE EXISTING 501L— COMPACT THE 13ACKFILL TO AVOID SETTLING LATERAL. OR MAINLINE 12' FOR LATERAL PIPE AND 18' FOR THE MAIN_ CONTROL WIRES ' TRENC�41NG DETAIL. 6' DRAIN GRATE NDS -DO- CAST IRON TO ALLOW MOISTURE TO GROUND ENHANCEMENT. MATERIAL ----� COPPER PLATE COVERED W/ G>�7LIND EN WICEMENT MIX 1 ,BAGS OF 50 LBS. LEA. COPPER PLATE 12X36X.M THIO W/ 20' OF 16 BARE WIPE 24'- 36' DEFP 5/8'r X I0' LENGTH CND FINISHED ST WT14 YELLOW RIB0CN ATICN 61.0E 0 END OF BL.EEVES) _ U7" .,.. it ••rrrrr�rr.�rrrrr.. - 6C 3 -L 40 SLEEVE !SEE PLAN FOR 61ZEW CAP (UW-- I_UFtW CAP <L NGLUEW SUEDE DETAIL GREE MAKE THE ��,p�CTION TO TME GR UNC> — ROD WITH A CADWELD PLW CNE SHOT 9' ROUND VALVE 60X ,�— CONTROLLER /�- CONCRETE PAD 2' ABOVE GRADE KEEVE Jss r _ APPROX. 1' OF 1 MATERIAL ON Ti AW BELOW THI PLATE CONTROLLER GROUND IN NOT To SCALE j��TIGOVER ( C` AL.) PAIGE IRRIGATION WIRE f TO NEXT DECODER VALVE (TYPICAL) SECTION A INSTALL ALL WIRE SPLICES ON THE ID UAW WITH 3M 013RlY WIM NUTS. DECODER ",-11/4' CONDUIT WHERE T+dE PAIGE IRRICaATION W1t� I'T3#-00 Wlt� CAIN NOT SE PLACED 1R�7ER THE MAQv DSC®�� IN�TAL.L.ATI�N DETAIL, Land Resource Des> lilt G r O lLl. D MIN. HT. 4'-0'- �' �>' 32 MIN, 4'-0' , -11 S14 MIN. 10'x10' 4� � �1i� .,,r• lro" � 10 PRE55URE START TYPE 5Y5TEM REFER TO THE WELL 5PECIFICATIONS 1) UNISTRUT OR APPROVED 10) 6' CONCRETE PAD EQUAL RACK SYSTEM 11) 6' MULCH OVER SOIL 2) CONTROLLER -SEE LEGEND SEPARATOR FABRIC 3) DISCONNECT 12) SCH. 40 PIPE -PAINT BLK. 4) PRESSURE GAUGE 13) GATE/LATCH 5) PRESSURE RELIEF VALVE 14) 45 ELBOWS TO BELOW rp) WELL -SEE SPECIFICATIONS GR,gpE -I) CHECK VALVE 15) MAINLINE -&EE LEGEND 8) 85 GAL. BLADDER TANK AND GAUGES 16) 6' HT. BLACK VINYL W CYCLE STOP VALVE G6V38 CHAIN LINK FENCE WicaNT. TOP RAIL 11) 150LATION VALVE WELL DETAIL ELECTRICAL CONDUIT 120V, PVC CONDUIT TO THE START OF THE MAINLINE. PLACE WIRES UNDER a MAINLINE WHERE P05515LE. ALL HEAPS SHALL BE INSTALLED A MINIMUM OF 24' AWAY FROM ANY BUILDING. KAF-FLEX PIPE USE I/2' ON SPRAY HEADS _ MIN, 1ONLRENTCxOTH PVC TEE 5X6X5 OR ELBOW -` LATERAL LINE BODY ASSEMBLY PVC STREET ELL MEAD DETAIL COORDINATE PLACEII> WITH THE LANDSCAPE PLAN. INSTALL RISERS IN THE CENTER OF THE FIRST ROW or - , F• PAINT THE RR*ERS BLACK OR AS PER IREMEST OF THE OWNER (IF ALi_CkWD 13Y GOpE) REUSE SYSTEMS MAY REQUIRE PUi LE RISERS SY CODE. r WALL OR $T►iUCTURE (SEE NOTES) KNIM"24(IB' FROM A 810MU4LK OR ajFa) INSTALL RISER 6' ABOVE INSTALLED PLANT MATERIAL SHRUB ADAPTER PVC SEH. 40 R15ER ULTRA -VIOLET PROTECTIVE PVC CLAMPS I'xl' STEEL ANGLE -411 /-Pvc TEF OR ELBOW SHRU5 RISER DETAIL. TWO HUNTER AFB ADJUSTABLE FLOOD M1515LERS. ADJUST TO .5 GPM OR AS REOUIREP. PLACE OVER THE RDOTBALL AND A MINIMUM OF 8' FROM TWE TREE TRkANiC. STAE E FLUSH TO GR,4DE WITH DRIP TU5ING CLAMPS FIN ISH GRADE OR El-BOUJPVC TEE x3XT MAXIM P op 3' LATERAL LINE STREET ELL - -r rr r*► . WIaTRUT oR AT�vEp — EQJAL RACK OYIMN RAM eEN8M Q \ WIRE A5 PEP LOCAL CODE * PLACE THE RAIN 5EN50R TO RECEIVE RAIN FROM ALL DIRECTIONS. CONTROLLER DETAIL I ALL VALVE BOXES SHALL BE MAWED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR A5 PER THE WRITTEN 5PECIFICATION5. • DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHAI-L BE A MINIMUM OF 6' APART AND INSTALLED IN THE SOD AREA. LABEL LID (IRRIGATION) ]1'X1T' VALVE BOX-, / / T'�118H GRAfJE 48 OR TO LATTQAL LNE 80IL SEPARATOR m /-TEE U ft$ IA MAR M � L. CTRICAL. VALVE EXISTING 501L— COMPACT THE 13ACKFILL TO AVOID SETTLING LATERAL. OR MAINLINE 12' FOR LATERAL PIPE AND 18' FOR THE MAIN_ CONTROL WIRES ' TRENC�41NG DETAIL. 6' DRAIN GRATE NDS -DO- CAST IRON TO ALLOW MOISTURE TO GROUND ENHANCEMENT. MATERIAL ----� COPPER PLATE COVERED W/ G>�7LIND EN WICEMENT MIX 1 ,BAGS OF 50 LBS. LEA. COPPER PLATE 12X36X.M THIO W/ 20' OF 16 BARE WIPE 24'- 36' DEFP 5/8'r X I0' LENGTH CND FINISHED ST WT14 YELLOW RIB0CN ATICN 61.0E 0 END OF BL.EEVES) _ U7" .,.. it ••rrrrr�rr.�rrrrr.. - 6C 3 -L 40 SLEEVE !SEE PLAN FOR 61ZEW CAP (UW-- I_UFtW CAP <L NGLUEW SUEDE DETAIL GREE MAKE THE ��,p�CTION TO TME GR UNC> — ROD WITH A CADWELD PLW CNE SHOT 9' ROUND VALVE 60X ,�— CONTROLLER /�- CONCRETE PAD 2' ABOVE GRADE KEEVE Jss r _ APPROX. 1' OF 1 MATERIAL ON Ti AW BELOW THI PLATE CONTROLLER GROUND IN NOT To SCALE j��TIGOVER ( C` AL.) PAIGE IRRIGATION WIRE f TO NEXT DECODER VALVE (TYPICAL) SECTION A INSTALL ALL WIRE SPLICES ON THE ID UAW WITH 3M 013RlY WIM NUTS. DECODER ",-11/4' CONDUIT WHERE T+dE PAIGE IRRICaATION W1t� I'T3#-00 Wlt� CAIN NOT SE PLACED 1R�7ER THE MAQv DSC®�� IN�TAL.L.ATI�N DETAIL, Land Resource Des> lilt G r O lLl. D Q� 014 i • Irl w I� Q 0 _09`moi in +-r Q O U U4-4 I o C�l N a v DA!rE- 11-15-2013 PROJECT NO.: DR.H013-XX.XX DRAWN BY: LWS DESIGNED BY: LWS CHECKED BY: BHR SHE. -ET NO. �>' X 0 a, U w s� w Q O z Q� 014 i • Irl w I� Q 0 _09`moi in +-r Q O U U4-4 I o C�l N a v DA!rE- 11-15-2013 PROJECT NO.: DR.H013-XX.XX DRAWN BY: LWS DESIGNED BY: LWS CHECKED BY: BHR SHE. -ET NO.