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HomeMy WebLinkAbout7.9-160LIST OF DRAWINGS (FILE: BASE_P3K200.dwg) CI WL DRA WINGS SHEET 1 ATLE SHEET �"� ���O�D ������cucc7 o C/TL' /lCl/C/ r)PAAFAIT P/ dA/ T� �� � �.� BENCHMARK NOT REQUIRED CITY STANDARDS ST -9 STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT—OF— WA Y CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE W G OH TV a S.L. o—� ® C.O. kwO 1 ijLKk,±S-j avow -s;1 0 SIEMON PARK WETPLAY 3400 REDLANDS DR/VE BAKERSFIELD., CALIFORNIA EXIST. CURB & GUTTER ----------------------------- EXIST. A.C. FLOWLINE -- --------- L=-------- h -- EXIST. EDGE OF PAVEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS EXIST WA TER LINE EXIST GAS LINE EXIST AERIAL LINES EXIST UNDERGROUND TV CABLES EXIST OIL LINE MANHOLE POWER POLE EXISTING MONUMENT FUTURE MONUMENT STREET LIGHT STREET LIGHT W/MAST ARM CLEAN OUT STATE OF CALIFORNIA NO TE. - 77 -IE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSE: CLASS A NO TE:' THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. s EXIST SEWER LINE 171 sD EXIST STORM DRAIN 0 APPROVED BY. E EXIST UNDERGROUND POWER LINE T UNDERGROUND LSTLOCATION� Ex MAP PHONE LINE RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE N PUBLIC WORKS DIRECTOR FO EXIST FIBER OPTIC LINE M NOT TO SCALE APPROVAL RECOMMENDED BY:F.4 i off FIRE HYDRANT W.M. o QRpA. AS S/pN�` ASSISTANT PUBLIC WORKS DIRECTOR DATE D WA TER METER M . FR�9 `��c> W.V.W TER VALVE � C 78966 � c� 3 41-2— of 3 Da A �--�' ,� y * Exp. 3-31-14 ro ; CIVIL NGINEER IV — D SIGN ENGINEERING DATE N G.M. k �+. ® GAS METER civ � v � �' Fo��\� �C OF CAQ Q G.V. GAS VALVE PARK CONSTRUCTION & FACILITY PLANNER DATE 0 W BENCHMARKjo f �" �f �- AUTO SCOPE SIEMON PARK WETPLAY NO 1 Job No.: P3K200 3400 REDLANDS DRIVE OF © PRE—EMP77ON DEVICE File Path: K: \LDD—ENGIN EERING\2012-2013\P3K200—Siemons Park\dwg BAKERSFIELD, CALIFORNIA 7 File Name: BASE—P3K200.dwg SHEETS 0 1 2 3 SHEET 3 WETPLAY GRADING PLAN SHEET 4 WETPLA Y FIXTURE HORIZONTAL CONTROL PLAN SHEET 5 RESTROOM DETAILS SHEET 6 SECTIONS & DETAILS SHEET 7 STANDARD DETAILS VOR TEX DRA WINGS SHEET 1 SPLASHPAD PIP/NG & ELECTRICAL PLAN SHEET 2 SPLASHPAD SPRAY ZONE PLAN SHEET 3 FEA TURES DETAILS SHEET 4 FEATURES DETAILS SHEET 5 ALUM/NUM SUBTERRANEAN ' COMMAND CENTER BENCHMARK NOT REQUIRED CITY STANDARDS ST -9 STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT—OF— WA Y CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE W G OH TV a S.L. o—� ® C.O. kwO 1 ijLKk,±S-j avow -s;1 0 SIEMON PARK WETPLAY 3400 REDLANDS DR/VE BAKERSFIELD., CALIFORNIA EXIST. CURB & GUTTER ----------------------------- EXIST. A.C. FLOWLINE -- --------- L=-------- h -- EXIST. EDGE OF PAVEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS EXIST WA TER LINE EXIST GAS LINE EXIST AERIAL LINES EXIST UNDERGROUND TV CABLES EXIST OIL LINE MANHOLE POWER POLE EXISTING MONUMENT FUTURE MONUMENT STREET LIGHT STREET LIGHT W/MAST ARM CLEAN OUT STATE OF CALIFORNIA NO TE. - 77 -IE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSE: CLASS A NO TE:' THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. s EXIST SEWER LINE 171 sD EXIST STORM DRAIN 0 APPROVED BY. E EXIST UNDERGROUND POWER LINE T UNDERGROUND LSTLOCATION� Ex MAP PHONE LINE RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE N PUBLIC WORKS DIRECTOR FO EXIST FIBER OPTIC LINE M NOT TO SCALE APPROVAL RECOMMENDED BY:F.4 i off FIRE HYDRANT W.M. o QRpA. AS S/pN�` ASSISTANT PUBLIC WORKS DIRECTOR DATE D WA TER METER M . FR�9 `��c> W.V.W TER VALVE � C 78966 � c� 3 41-2— of 3 Da A �--�' ,� y * Exp. 3-31-14 ro ; CIVIL NGINEER IV — D SIGN ENGINEERING DATE N G.M. k �+. ® GAS METER civ � v � �' Fo��\� �C OF CAQ Q G.V. GAS VALVE PARK CONSTRUCTION & FACILITY PLANNER DATE 0 W BENCHMARKjo f �" �f �- AUTO SCOPE SIEMON PARK WETPLAY NO 1 Job No.: P3K200 3400 REDLANDS DRIVE OF © PRE—EMP77ON DEVICE File Path: K: \LDD—ENGIN EERING\2012-2013\P3K200—Siemons Park\dwg BAKERSFIELD, CALIFORNIA 7 File Name: BASE—P3K200.dwg SHEETS 0 1 2 3 N W W z Q 0 m 0 W 0 m 3 O O N V n W W Q m 3 i O W C O E N V) I O 0 N Y W O N I N r -- O N O Z_ W W Z CDz W 0 0 / Md SITE DEVELOPMENT PLAN 0,OFESS/0�v RE /STERED Cl V/L ENGIN ER w C 78966 rn * Exp. 3-31-14 Cl TY OF BAKERSFIELD sj �P CAVIL 1501 TRUXTUN AVENUE '9TF BAKERSFIELD CA 93,301 OF CA1 �F REVISIONS No. DA , DA TE DESCRIPTION 371 / / GENERAL NOTES 1. ALL WORK SHALL COMPLY W/TH THE 2006 STA 7F OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICA TIONS" AND '"STANDARD PLANS" 2010 CBC, A.D.A., ALL APPLICABLE CODES, LAWS, AND ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL U77LI TY LOCA 77ONS SHOWN ARE APPROX/MA 7F ONLY, AND REPRESENT THE BEST INFORMA 77ON SUPPLIED BY THE VARIOUS U77L/7Y COMPANIES CALL USA SERVICE ALERT AT 800/227-2600 FOR LOCA 77ONS OF UTILI77ES IN THE FIELD. SI TE DE VEL OPMEN T PLA N File Name: BASE_P3K200 Drawn: OP S/EMON PARK WETPLA Y SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: PJK200 En gin eer: BM Date: 4/3/13 Checked Bye qa 3400 REDLANDS DRIVE BAKERSFIELD, CALIFORNIA 2 OF 7 0 1 2 3 N w m w w z a 0 m 0 Li I-- 0 -0 J n 0 O N V n w I U) Q m c 0 Q) �n 0 O N V n 0 N I N 0 N C z_ w W Liz z w 0 J \4 WETPLA Y GRADING PLAN - -V"-r-- vvl • 20 / S REGISTERED C /L ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QROFESS/ov C 78966 * Exp.3-31-14 �P]'9TF CIVIL OF CA1-\ REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / CONSTRUCT/ON NOTES Ql CONSTRUCT P. C. C. 5' WIDE VEE GUTTER PER DETAIL J ON SHEET 5. Q CONSTRUCT 6'v THICK REINFORCED CONCRETE SLAB PER DETAIL 3 ON SHEET 6. Q3 CONSTRUCT 6" THICK REINFORCED CONCRETE SLAB PER DETAIL 2 ON SHEET 6. ® CONSTRUCT P.C. C. 5' WIDE WALKWAY PER STANDARD DETAIL ST -9 (SIM.) ABBREVIATIONS A.D.A. AMERICANS WITH DISABILITIES ACT AP ANGLE POINT BfP BACKFLOW PREVENIER a CENTERLINE C.O.B. CITY OF BAKERSFIELD CONC. CONCRETE CTR CENTER ELEC. ELECTRICAL ELEV. ELEVA LION EQ. EQUAL EXIST. EXISTING FL FL0KINE FG FINISHED GRADE GB GRADE BREAK INV INVERT MAX.- MAXIMUM MFR MANUFACTURER MIN. MINIMUM 0. C, ON CENTER PB PULL BOX P.C.C. PORTLAND CONCRETE CEMENT POC POINT OF CONNECTION QCV QUICK COUPLER VALVE REINF. REINFORCEMENT SCH. SCHEDULE SIM. SIMILAR STD. STANDARD THK. THICK TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE WE TPLA Y GRADING PLAN - File Name: BASE—PJK200 Drawn: DP SIEMON PARK WETPLA Y SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: PJK200 Engineer: BM Date: 4/3/13 Checked By.; ,`%ktct 3400 REDLANDS DRIVE BAKERSFIELD, CALIFORNIA 3 OF 7 0 1 2 3 N Li w 11 m z Q 0 m 0 w 0 J m I I Q N N N LO 0 N O Q c 0 3 O O N `S W I W co Q m 3 L U n U) C- 0 0 E 0 I 0 O N Y W O N I N O N Z_ rK W W z c� z w 0 0 J / 0, WETPLAY FIXTURE HORIZONTAL CONTROL PLAN QROFESS /0N� 0I M . ABF'S'L 3 z 3 RE ISTERED COU ENG/NEER C 78966 * Exp. 3-31-14 yt CITY OF BAKERSFIELD cm OF 1501 TRUXTUN AVENUE qTF C BAKERSFIELD, CA 93301 A1-�F REVISIONS No. DA TE I DESCR/P TION HORIZONTAL CONTROL POINTS TABLE POINT NORTHING EASIING ELEVATION 101 N 2333541.97 E 6276887.59 727.64 102 N 2333545.00 E 6276876.53 727.77 103 N 2333551.50 E 6276878.11 727.70 104 N 2333559.02 E 6276885.88 727.72 105 N 2333561.61 E 6276904.62 727.74 106 N 2333548.40 E 6276896.64 727.20 107 N 2333549.59 E 6276904.58 727.38 108 N 2333559.49 E 6276923.72 727.98 109 N 2333551.11 E 6276927.88 727.93 110 N 2333540.00 E 6276926.03 728.00 111 N 2333535.42 E 6276920.52 727.97 112 N 2333543.39 E 6276904.75 727.77 113 N 2333542.89 E 6276908.97 727.67 114 N 2333539.02 E 6276910.73 727.79 115 N 2333534.84 E 6276911.56 727.86 116 N 2333531.98 E 6276908.42 728.00 117 N 2333529.90 E 6276904.70 727.96 118 N 2333532.00 E 6276901.01 727.86 119 N. 2333534.89 E 6276897.88 727.78 120 N 2333539.05 E 6276898.74 727.64 121 N 2333542.92 E 6276900.52 727.48 WE TPLA Y FIXTURE HORIZONTAL CONTROL PLAN D 1 File Name: BASE-PJK200 Drawn: DP S/EMON PARK WETPLA Y SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: PJK200 En gin eer.• BM Date: 4/3/13 Checked By. 1YA 3400 REDLANDS DRIVE BAKERSFIELD, CALIFORNIA 4 OF 7 0 1 2 3 N W o' w a_ z Q 0 M 0 w 0 J Q 00 n L() L0 0 0 N 0 Q Q 0 3 0 N WI V) Q M T) U n 0 E in 0 N I 0 N I N O N / z ry J J z CDz W I 0 0 J / \A HANDICAP NOTES: General: Site accessibility and sanitary facilities shall be' constructed in accordance with the requirements of the 2010 California Building Code, Title 24 and Federal A.D.A. (Americans With Disabilities Act). A. ACCESS AND IDENTIFICATION 1. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped or persons with physical disabilities. 2. Doorways leading to sanitary facilities shall have 32" clear width. 3. There shall be a clear and level area with 60" depth in direction direction of door swing, and a clear and level area with 44" depth in opposite direction of door swing. 4. On doorway or an adjacent wall leading to sanitary facility, provide an approved sign to indicate "MEN" or "WOMEN." B. MULTIPLE ACCOMMODATION TOILET FACILITIES 1. A clear space measured from the floor to a height of 27" above the floor within the sanitary facility room of sufficient size to inscribe a circle with a diameter not less than 60" or a clear space 56" by 63" in size shall be provided for wheelchair maneuvering. Doors other than the door to the accessible toilet compartment in any position may encroach into this space by not more than 12. 2. Water closet shall be located 28" from fixture or 32" from a wall. 3. Minimum clear space in front of water closet shall be 48". 4. Water closet centerline shall be located 16" to 19" from grab bar wall. 5. Toilet room floors shall have a smooth, hard, non—absorbent surface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the materials used in such walls shall be a type which is not adversely affected by moisture. C. GRAB BARS AT WATER CLOSET 1. One at side 42" long extending 24" in front of water closet; one at rear of water closet 36" long, both mounted 33" above floor. 2. Bar shall be 1 1/4" to 1 1/2" in diameter with 1 1/2" clearance to wall. 3. Bar fasteners and mounting support shall be able to withstand 250 lbs. point load in bending, shear and torsion. D. WATER CLOSET 1. Height of water closet seat shall be 17" to 19" above floor. 2. Flush valve shall be located on wide space side of toilet. The force required to activate the flush valve shall be 5 lbs. max. E. URINALS 1. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 2. The force required to activate the flush valve shall be 5 lbs. maximum and located 44" maximum above floor. 3. Provide 30" x 48" clear floor space for forward approach. F. LAVATORIES 1. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep (knee space) and 9" high from the floor by 30" wide by 17" deep from front of lavatory (toe space). 3. Lavatories adjacent to wall shall be centered 18" minimum from sidewall, with rim or counter surface no higher than 34" from finish floor. 4. Hot water and drain pipes under lavatories shall be insulated. G. ACCESSORIES 1. Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. 2. Where towel, sanitary napkins, waste receptacles, and other similar dispensing or disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor. 3. Toilet tissue dispensers shall be located in a wall within 12" of the front edge of the toilet seat and no lower than 19" from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. N FIXTURE SCHEDULE NOTE: REMOVE & REPLACE ALL FIXTURES. SEE SPECIFICATIONS. ABBY SYMBOL DESCRIPTION REMARKS DF ❑ DRINKING FOUNTAIN STAINLESS STEEL FD O FLOOR DRAIN GB GRAB BAR STAINLESS STEEL (36" & 42" LONG) LV LAVATORY STAINLESS STEEL, WALL -HUNG MI MIRROR STAINLESS STEEL, SHATTER -RESISTANT PA TOILET PARTITION 1" THK. HDPE PLASTIC, WALL -HUNG SC 0 SEAT COVER DISPENSER STAINLESS STEEL SD Q SOAP DISPENSER STAINLESS STEEL TP 8 TOILET PAPER DISPENSER STAINLESS STEEL UR URINAL STAINLESS STEEL, WALL -HUNG WC WATER CLOSET STAINLESS STEEL, WALL -HUNG 8"1 EXIS77NG WALKWA Y GO 32'-0"f 9'-4" 8'-8" 8 JJ � JJ — -- ----- I i liSTO li � lU 2 P 2 � I� 11 g p B III 1 1 11 MEN ❑ I ~©B M j EQUIP. 1 ❑ III II 7 I I II _____ �—=--I1❑oF —� — — — — — — — — — — — — — — — I I (I JJ li I I I I I I I I I I ---- I I I ° I I II II II II II II W I ---�� L-----"'' EXIS77NG AC PAVING MH II --------------- -------------_...,.,,®----._._--- 7 5 RESTROOMS PLAN SCALE 1/8 l t -O" rTL_ rr rrn6AI rrn i X Q 0 d - 2 5 R Cn R Ri 18" 9 PA ___ --- S rt�J F;17MI MI GB y TPUR Q Q We 5 We R R TP I� C) N n MEN'S ROOM ELEVATION __Q LTJ—' PA PA PA 18" SII` /so � so 9 MI a MI 0 GB TP TP X We5 We We M - R It ' N to WOMEN'S ROOM EL EVA T/ON z_ I i WATER CLOSET EL EVA T/ON INTERIOR ELEVATIONS SCALE.• Q?,pFESS/ONq ABF110 FSG' �/ � (fit • l. -C �;3 Zo /3 � �� �ti� RE L ISTERED CI ENG/NEER C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93301 OF CA1_\F REVISIONS No. DA TE DESCRIPTION 271 / / 371 / / 471 / / CONSTRUCTION NOTES ❑1 SANDBLAST & CLEAN SURFACE. ❑2 APPLY SEALER FINISH. (NON—SLIP AT FLOOR) Q CLEAN & REFINISH SURFAcE WITH SEMI—GLOSS PAINT. ® ADJUST FLOOR DRAIN TO FLOOR F/N/SH WITH SUFFICIENT SLOPE TO DRAIN. ❑5 INSTALL 5" MINIMUM COVED BASE—TYPICAL ALL AROUND. © CAP EXIS77NG SEWER STUB OPENING. EDINSTALL WROUGHT IRON DOOR W TH AN APPROVED LOCK. ® REMOVE & REPLACE LIGHT F/X7VRE. ❑9 REMOVE EXIS77NG 77LE FINISH OR WAINSCO77NG. RESTROOM DETAILS. File Name: BASE—PJK200 Dra wn: DP SIEMON PARK WETPLA Y SHEET NO. C/7 Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: PJK200 En gin eer: BM Date: 4/3/13 Checked B�"cA 3400 REDLANDS DRIVE BAKERSFIELD, CALIFORNIA 5 OF 7 0 1 2 3 N W n, W z Q 0 m 0 w F- 0 J n II Q CD O o_ 0 N 0 C Q 0 In 3 -C? 0 O N Y W wl U) Q m 3 / a In C 0 E 0 0 N Y W O N I N O N C� Z_ W W z z w I 0 0 J / 04 SAWCUT 2" DEEP JOINTS CONCRETE SLAB (PLACE BETWEEN CONSTRUCTION JOINTS ® 15' ox. MAX. EACH WAY U.N.O.) Lw : 1 L 1 /..E..•. . L Q —< a —e < •c. L —1 L ' k• ` "/ F:.�' `—REBAR WHERE OCCURS WEAKENED PLANE / CONTROL JOINT CONCRETE SLAB 16 DOWEL 0 18" ox. WQ CONSTRUCT/ON JO/NT PREMOLDED EXPANSION ;, SLEEVE ONE END JOINT FILLER 1 1/2 WITH 3/4"0 SCH. 40 PVC CONCRETE SLA 16 GREASED' DOWEL ==1 11=1 11=1 I I =1 �- '-111,��11111�111_ '' 15" 15" EXPANSION JOINT 0 09 CONCRETE SLAB JOINTS SCALE 1`1'-O" SEE DETAIL 1 FOR CONCRETE SLAB _CONCRETE" SLAB JOINTS `---14 0 12" ac. EACH WAY COMPACTED SUBGRADE TO 9590 2 CONCRETE SLAB DETAIL s SCALE 1 "=1'-0" OOFESS/ONq �— v`1 •`//3 L20/3 ATQD otic �rZ, RE ISTERED CIOL ENGINEER � C 78966 yF Exp. 3-31-14 CITY OF BAKERSFIELD VARIES 5'-0" 1501 TRUXTUN A VENUE qTF Cl \- BAKERSFIELD, CA 93301 OF CAoF 14 X 18" DOWEL AT 36" o. c. REVISIONS EQUAL EQUAL No. DA TE DESCRIPTION #4 REBAR 012" o. c. EACH WA Y A' °d .d a . d .e'• e ' n '°d .,° ° a 'e .° A•, •. . a A a ° a . °a" e e ::° � d d 'Q°.. a e: °. .e d .. d ° ° d• .. � a: °•e � , < •d .• L / / -III—III—III—III—III—III— '—I =1 � I—III—III—III—I Ili 11 l 11 l 11 l 11 l 11 l_I� ,I �' 14 REBAR 0 18 o. c. EACH WA Y COMPACTED SUBGRADE TO 959' 4*' COMPACTED SAND BASE TO 95q REINFORCED CONCRETE VEE GUTTER DETAIL K3`WET PLAY SLAB 6 NOTE- SEE DETAIL 1 FOR CONCRETE SLAB JOINTS DETAILS TOP 727.90 EX/S11NG MANHOLE 4� MANHOLE DETAIL 6 48" >eo/ 6"SDR35 PIPING P— TRAP 724.30 9.5"' INV i ----i 'ubber Gosket) 6" FLANGE DRAIN PtUG all WO 724.40 INV INSTALL 6" X 6" X 4" WYE 5DR35 FOR CONNECTION TO 4" DRAIN FROM FLOW VA UL T OUTSIDE NEW CHRISTY BOX 5 P—TRAP DETAIL 6 SECTIONS & DETAILS - File Name: BASE—PJK200 Dra wn: DP SIEMON PARK WETPLA Y SHEET NO. CITY OF, BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: PJK200 En gin eer.• BM Date: 4/3X13 Checked By�%NAca 3400 REDLANDS DRIVE BAKERSFIELD, CALIFORNIA 6 OF 7 U 1 2 3 ry LL a z a C C W I— I— O J n 3 O O N V n J Q m 0) 3 Y i O n CO C- 0 O E N O O N Y n O N N O N 0 Z_ ry W W _Z O Z W J / old NOTE: 1. REFER TO THE INSTALLATION DRAWING OF EACH PLAY PRODUCT & EQUIPMENT VAULT FOR SPECIFIC INSTALLATION DETAILS. 2. WATER DISTRIBUTION SYSTEM CONFIGURATION IS CONCEPTUAL AND REQUIRE APPROVAL PRIOR TO INSTALLATION. 3. SPLASHPAD ACTIVITY DECK & DRAIN LINE ARE RECOMMENDED TO HAVE A 1-2% SLOPE TO OPTIMIZE DRAINAGE. 4. ALL PIPING TO FEATURES ARE RECOMMENDED TO HAVE A 1-2% SLOPE FOR WINTERIZATION. 5. ALL LINE SIZING FROM LEGEND 1 ASSUMES A MAXIMUM DISTANCE OF 100 FEET BETWEEN THE WATER DISTRIBUTION MANIFOLD AND THE FURTHEST PLAY PRODUCT. DISTANCES ABOVE 100 FEET MAY REQUIRE AN INCREASE IN LINE SIZING. PLEASE CONTACT VORTEX. 6. ALL PIPING BETWEEN THE PLAY PRODUCTS, PLAYSAFE DRAIN Nol & WATER DISTRIBUTION SYSTEM ARE RECOMMENDED TO BE SCHEDULE 80 PVC. 7. LINES FROM PLAYSAFE DRAIN Not SHALL BE 8" . LINE ROUTING TO BE DETERMINED ON SITE BY INSTALLER. 8. FINAL LOCATION OF PLAYSAFE DRAIN Nol AND LINE ROUTING ARE TO BE DETERMINED BY INSTALLER 9. WHEN CONNECTING MULTIPLE PLAY PRODUCTS TO ONE FEEDER LINE, THE JUNCTION POINT (SPLIT OR T) SHALL BE PLACED IN THE MID POINT BETWEEN EACH PLAY PRODUCT. FAILURE TO DO SO MAY RESULT IN UNEQUAL SPRAY EFFECTS BETWEEN PLAY PRODUCTS. 10. WIRING FROM THE CONTROLLER TO EACH ACTIVATOR SHALL BE #14 AWG. A TOTAL OF TWO (2) CONDUCTORS PER ACTIVATOR. 11. ALL CONNECTIONS TO THE CONTROLLER SHALL BE PERFORMED USING AN APPROVED NEMA 4X CONNECTOR. 12. ANY REQUIRED BACKFLOW DEVICE, PRESSURE REGULATOR OR WATER METER ON THE CITY WATER MAIN SHALL BE PROVIDED BY INSTALLER. 13. MINIMUM 50 PSI REQUIRED AT THE INLET OF THE BACKFLOW PREVENTER AND PRESSURE REGULATING DEVICE. 14. VALVE NUMBER 1 IS LOCATED ON THE TOP LEFT OF THE MANIFOLD WHEN FACING THE MANIFOLD FROM IN SIDE THE VAULT. 15. ANY CHANGES TO THE PIPING AND ELECTRICAL SCHEMATIC AFTER FINAL APPROVAL, MAY INCUR ADDITIONAL PROGRAMMING CHARGES. 16. TOTAL COMBINED FLOW CAPACITY OF PLAY PRODUCT IS 160 GPM. MAXIMUM FLOW CAPACITY OF MANIFOLD IS 159 GPM. TOTAL AREA: 3000ft2 /279m2 SPRAY AREA: 2088ft2 /194m2 F D ETAI DETAIL A 7 LEGEND -1 LINE PRODUCT QTY LINE SIZE GPM 1 1 1/2" WATER TOWER VOR -406 1 PLAYSAFE DRAIN Nol 25 8" 2 1 1/2" VORTEX 15 VALVE EQUIPMENT VAULT WITH JUNCTION 3 GROUND GEYSER C B�OUTPUT 5 VOR -301 MART OUCH 4 FOUNTAIN SPRAY 1 1 1/2" 5 VOR -7513 D ELECTRICAL CONDUIT FROM CONTROLLER TO ACTIVATOR; 5 1 1/2" WET SALOON VOR -403 1 40 (BY INSTALLER) 6 E 1 1/2" 7 (BY INSTALLER) 1 1/2" F WESTERN WAGON VOR -808007543 1 / 24 30 CONDUCTORS#14 AWG 8 (BY INSTALLER) 1 1/2" 9 JET STREAM • /�. /�j 8 AS PER LOCAL CODE INSTALLER) VOR -7512 �� . (BY 10 DIRECTIONAL WATER JET H CITY WATER LINE 13 3" VOR -305 5 1 1/2" MINIMUM 11 JET STREAM 2 1 1/2" 5 VOR -7512 / �■ SOLENOID VALVE 12 FOUNTAIN SPRAY 1 1 1/2" 5 VOR -7513 (BY INSTALLER) 13 CACTUS 1 11/2" 18 (BY INSTALLER) VOR -7390 14 GROUND GEYSER 1 1 1/2" 5 VOR -301 15 WATERGARDEN SNAKE Not 1 1 1/2" 7 VOR -7214 LEGEND -2 CODE PRODUCT QTY LINE SIZE A BOLLAR ACTIV TOR N03 B PLAYSAFE DRAIN Nol 1 8" VOR -1001.4000 VORTEX 15 VALVE EQUIPMENT VAULT WITH JUNCTION / C B�OUTPUT / MART OUCH CONTROLLER VOR-1615.16AO D ELECTRICAL CONDUIT FROM CONTROLLER TO ACTIVATOR; 2 CONDUCTORS#14 AWG (BY INSTALLER) E ELECTRICAL SERVICE LINE 120 VAC, 10AMP SERVICE (BY INSTALLER) F ELECTRICAL HARNESS FROM CONTROLLER TO JUNCTION BOX; / 30 CONDUCTORS#14 AWG (BY INSTALLER) ELECTRICAL GROUND, 14 AWG, • /�. /�j G AS PER LOCAL CODE INSTALLER) �� . (BY H CITY WATER LINE 3" (BY INSTALLER) / MINIMUM I TO MUNICIPAL DRAIN (BY INSTALLER) / �■ SOLENOID VALVE 15 PRESSURE REGULATOR (BY INSTALLER) N14 BACKFLOW PREVENTOR xx (BY INSTALLER) Manufacture C 04WORUEK 328 Avro Street Pointe Claire (Montreal) Quebec, Canada H9R 5W5 Project CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD Notes FOR SPLASHPAD EQUIPMENT CONTACT JIM SPENCE (866) 886-7839 OR jspence@vortex-intl.com Consultant(s) Client CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD 03/29/13 1 PAD SIZE & SHELTER LAYOUT I REL Date I Description I Revision The information contained in this drawing is the sole property of Vortex Aquatic Structures International Inc. Any reproduction in part or as a whole without the written permission of Vortex Aquatic Structures International Inc. is prohibited. Seal Main Consultant Drawing Title Designed by ---- Drawn by DIANA K Approved by ---- Project manager Approval Scale Not to scale Date 03/29/13 Project File DAO 18405 ---- Sheet no. Revision 1/5 REL SPLASHPAD DIMENSION TOTAL AREA: 3000ft2 /279m2 SPRAY AREA: 2088ft2/194M 2 GRID DIMENSION: 2 ft x 2 ft /0.6m X 0.6m PRODUCT LEGEND PRODUCT QT( TOTAL FLOW BAY CODE A GROUND GEYSER 2 10 GPM Drawn by DIANA K VOR -301 --� 38 LPM FAMILY B FOUNTAIN SPRAY 2 10 GPM Not to scale VOR -7513 15 LPM FAMILY C WATER TOWER 1 25 GPM ---- VOR -406 94 LPM FAMILY D JET STREAM 5 13 GPM VOR -7512 47 LPM FAMILY E DIRECTIONAL WATER JET 5 13 GPM VOR -305 47 LPM TODDLER F WATERGARDEN SNAKE Not 1 7 GPM VOR -7214 24 LPM FAMILY CACTUS 18 GPM G VOR -7390 1 68 LPM FAMILY WET SALOON 40 GPM H VOR -403 1 151 LPM FAMILY WESTERN WAGON 24 GPM I VOR -808007543 1 90 LPM FAMILY J PLAYSAFE DRAIN Not 1 VOR -1001.4000 N/A N/A K BOLLARD ACTIVATOR N03 1 VOR -611 N/A N/A TOTAL FLOW 160 GPM 605 LPM 73' [22.2m] 52' [15.9m] Manufacture C�. wonr[EK 328 Avro Street Pointe Claire (Montreal) Qu6bec, Canada H9R 5W5 Project CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD Notes FOR SPLASHPAD EQUIPMENT CONTACT JIM SPENCE (866) 886-7839 OR jspence@vortex-intl.com Consultant(s) Client 03/29/13 I PAD SIZE & SHELTER LAYOUT I REL Date I Description I Revision The information contained in this drawing is the sole property of Vortex Aquatic Structures International Inc. Any reproduction in part or as a whole without the written permission of Vortex Aquatic Structures International Inc. is prohibited. Seal Main Consultant Drawing Title Designed by ---- Drawn by DIANA K Approved by --� Project manager Approval Scale Not to scale Date 03/29/13 Project File DAO 18405 ---- Sheet no. Revision 2/5 REL PLAN VIEW 6" [14cm] FRONT ELEVATION VIEW (10mm) EARTH GROUNDING STUD WATER LINE INLET %4" (20mm) NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION SUPPLIED BY INSTALLER) 1'-2" [36cm] 7" [18cm] ° TOP OF ANCHOR C STUD j SLOPE 3 X %" (10mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPDXY GROUT STUDS (DONE BY INSTALLER) CONCRETE SURFACE, VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT CONCRETE SLAB COMPACTED GRANULAR 3" X 12" X 12" (0.076m X 0.3m X 0.3m) CONCRETE LEVELING BASE (SUPPLIED BY INSTALLER) A VOR-0305.4XXX DIRECTIONAL WATER JET (Construction Detail) PLAN VIEW F -(o1'-2" [36cm] 1,-2" [36cm]L FRONT ELEVATION VIEW SIDE ELEVATION VIEW ` TYPICAL ANCHORING SAFESWAP N01 WATER LINE CONNECTION REPLACED BY ELECTRICAL LINE CONNECTION. 14 AWG (2,5mm2)-2 WIRE CONDUCTOR TO BE USED FOR ELECTRICAL CONNECTION.(SUPPLIED BY INSTALLER) D VOR-0611.2XXX BOLLARD ACTIVATOR NO3 (Construction Detail) PLAN VIEW 3'-7" [109cm] 12'-3" [373cm] FRONT ELEVATION VIEW SIDE ELEVATION VIEW 12'-8" [ D PLAN VIEW 6" [1 FRONT ELEVATION VIEW $" (10mm) EARTH GROUNDING STUD WATER LINE INLET %" (20mm) NPT 20 SLOPE BACK. TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS.(LINE CONNECTION SUPPLIED BY INSTALLER A 7" [18cm] 1'-2" [36cm] TOP OF ANCHOR STUD VVA I ER LINE AND LOPE CONNECTION F PLAN VIEW 3 X $" (10mm) S.S HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPDXY GPDXY GROUT STUDS. (DONE BY INSTALLER). CONCRETE SURFACE, VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT CONCRETE SLAB COMPACTED GRANULAR (SUPPLIED BY INSTALLEF 3" X 12" X 12" (0.076m X 0.3m X 0.3m). CONCRETE LEVELING BASE. (SUPPLIED BY INSTALLER). VOR-0301.4xxx GROUND GEYSER (Construction Detail) ANCHORING SYSTEM TO BE INSTALLED LEVEL, PLUMB & FLUSH TO FINISHED GRADE(BY INSTALLER) CONCRETE SURFACE. VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT REQUIREMENTS(BYINSTALLER FRONT ELEVATION VIEW T-9" [53cm] MIN 8y2" [22cm] TOP OF 134 [5cm] MIN ANCHOR STUD I COMPACTED GRANULAR STRAINER BASKET 4 X %" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE.(BY VORTEX) DRILL & EPDXY GROUT STUDS (DONE BY INSTALLER) WATER LINE OUTLET 8 e" (219mm). MIN. 2% SLOPE. REDUCER 8" X 6" %2" [1 cm] MIN 3"x 30"x 30" (0.0754.76m 0.76m) CONCRETE PLAN VIEW 6" [1 FRONT ELEVATION VIEW (10mm) EARTH GROUNDING STUD WATER LINE INLET 3/4" (20mm) NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION SUPPLIED BY INSTALLER) 7" [18cm] L. PE' . ° ::7 TOP OF ANCHOR 1'-2" [36cm] STUD WATER LINE CONNECTION %4" (20mm) NPT FEMALE THREAD 3 X %" (10mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPDXY GROUT STUDS (DONE BY CONCRETE SURFACE, VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT CONCRETE SLAB COMPACTED GRANULAR (SUPPLIED BY INSTALLER 3" X 12" X 12" (0.076m X 0.3m X 0.3m) CONCRETE LEVELING BASE (SUPPLIED BY INSTALLER) C VOR-7512.Oxxx JET STREAM (Construction Detail) PLAN VIEW 11-211[36cm] 3'-1" [95cm] L FRONT ELEVATION VIEW 10'-4" [315 SIDE ELEVATION VIEW 725.45 TYPICAL ANCHORING TOEGUARDTM SAFESWAP N01 E VOR -1001.4000 PLAYSAFE DRAIN, Not (Construction Detail) VOR-7390.OXXX CACTUS (Construction Detail) ANCHORING DETAIL N01 ANCHORING DETAIL N02 (10mm) EARTH 9" [22cm]TOP OF WATER LINE INLET 1 Y2" (38mm). NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. ANCHORING REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CAGE CONNECTION SUPPLIED BY INSTALLER �• SLOPE CONCRETE SLAB V [30cm] WATER LINE AND CONNECTION MIN 2' [61cm] DEPTH OR 12" (305mm) COMPACTED GRANULAR SUPPLIED BY INSTALLER BELOW FROST LEVEL (WHICHEVER IS GREATER) %4" (20mm) ANCHORING CAGE WITH INTEGRATED LEVELING ADJUSTMENT CAST INTO CONCRETE FOOTING. DONE BY INSTALLER CONCRETE FOOTING, VERIFY LOCAL CODES FOR TYP, THICKNESS & REINFORCEMENT REQUIREMENTS. (24"X24" OR 24"0) (0.6mX0.6m OR 0.6mO) RECOMMENDED FORM SIZE. DONE BY INSTALLER 2' [61 cm] RECOMMENDED VOR-403.OXXX WET SALOON (Construction Detail) ' 4.4 SLPE : :.:... 1' [30cm] WATER LINE AND CONNECTION MIN 2' [61cm] DEPTH OR 12" (305mm) BELOW FROST LEVEL (WHICHEVER IS GREATER) WATER LINE INLET 1 Y2' (38mm). NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE (10mm) EARTH CONCRETE SLAB r-Rnl QTI n COMPACTED GRANULAR 4 X %4" (19mm) MECHANICAL ANCHORS. *IF FEATURE REQUIRES ;'• , LEVELING, ADD ADDITIONAL 3/4" (19mm) WASHERS (SUPPLIED BY d a INSTALLER) UNDER PLATE. :a CONCRETE FOOTING, VERIFY LOCAL CODES FOR TYP, THICKNESS & REINFORCEMENT REQUIREMENTS. (24"X24" OR 24"0) (0.6mX0.6m OR 0.6mO) RECOMMENDED FORM SIZE. DONE BY INSTALLER 2' [61 cm] RECOMMENDED Manufacture 328 Avro Street Pointe Claire (Montreal) Quebec, Canada H9R 5W5 Project CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD Notes FOR SPLASHPAD EQUIPMENT CONTACT JIM SPENCE (866) 886-7839 OR jspence@vortex-intl.com Consultant(s) Client 02/26/13 -- REL 02/26/13 -- REL 02/26/13 PAD SIZE & SHELTER LAYOUT REL Date Description Revision The information contained in this drawing is the sole property of Vortex Aquatic Structures International Inc. Any reproduction in part or as a whole without the written permission of Vortex Aquatic Structures International Inc. is prohibited. Seal Main Consultant Drawing Title Designed by ---- Drawn by DIANA K Approved by ---- Project manager Approval Scale Not to scale Date 02/26/13 Project File DAO 184051/8 ---- Sheet no. Revision 3/5 REL PLAN VIEW fill rA I- 6" [1 FRONT ELEVATION VIEW %8" (10mm) EARTH GROUNDING STUD WATER LINE INLET Y4" (20mm) NPT. MIN. 21 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION SUPPLIED BY INSTALLER 7" [18cm] SL PE 1'-2" [36cm] TOP OF ANCHOR STUD r WATER LINE AND CONNECTION 3 X %" (10mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPDXY GROUT STUDS (DONE BY CONCRETE SURFACE, VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT CONCRETE SLAB COMPACTED GRANULAR (SUPPLIED BY INSTALLEt 3" X 12" X 12" (0.076m X 0.3m X 0.3m) CONCRETE LEVELING I BASE (SUPPLIED BY INSTALLER) VOR-7513.OXXX FOUNTAIN SPRAY (Construction Detail) A PLAN VIEW - I I - V-10" [56cm] (TYP.) PLAN VIEW 1'-8" [51cm] FRONT ELEVATION VIEW SIDE ELEVATION VIEW VOR-7214.2XXX WATERGARDEN SNAKE N°2 (Construction Detail) B ANCHORING DETAIL INSTALLATION TEMPLATE (TOOL KITS 5'-11" [180cm] #55002.0730 & #55002.0170) 5' [152cm] REFER TO MAINTENANCE MANUAL FOR INSTRUCTIONS ON INSTALLATION DETAIL AND TOOL KITS #55002.0730 & #55002.0170 MUST BE USED DURING CONCRETE SLOPE POURING FOR THE PLACEMENT OF THE " SAFESWAP TO ENSURE CORRECT '14 L6'-5" 196cm —i FRONT ELEVATION VIEW SIDE ELEVATION VIEW i WATER LINE 9'-3" [: I- - 7'-6" [229cm] -- AND CONNECTION MIN 2' [61 cm] DEPTH OR 12" (305mm) BELOW FROST LEVEL NHICH EVER IS GREATER) WATER LINE INLET 1Y2 " (38mm) NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION SUPPLIED BY INSTALLER) V - %" (10mm) EARTH GROUNDING STU 9" [22cm] CONCRETE SLAB TOP OF ANCHORING CAGE n/ 1' [30cm] COMPACTED GRANULAR SUPPLIED BY INST %4" (20mm) ANCHORING CAGE WITH INTEGRATED LEVELING ADJUSTMENT CAST INTO CONCRETE FOOTING. DONE BY INSTALLER CONCRETE FOOTING, VERIFY LOCAL CODES FOR TYP, THICKNESS & REINFORCEMENT REQUIREMENTS. (24"X24" OR 24"0) (0.6mX0.6m OR 0.6mO) RECOMMENDED FORM SIZE. DONE BY INSTALLER 2' [61 cm] RECOMMENDED VOR-7543.OXXX WESTERN WAGON (Construction Detail) PLAN VIEW 4'-10" [148cm] 8' [245cm] FRONT ELEVATION VIEW SIDE ELEVATION VIEW 11'-6" [350cm] TM 0 O 7'-7" [231 cm] ANCHORING LOCATIONS 0 o 0 I2' [60cm] p r0 � II I O 000 �) 4'[121cm] °° INSTALLATION TEMPLATE (TOOL KIT #55002.0980) a ® © REFER TO MAINTENANCE MANUAL FOR TYPICAL ANCHORING SAFESWAP INSTRUCTIONS ON INSTALLATION DETAIL AND TOOL N°2 KIT #55002.0980 MUST BE USED DURING CONCRETE POURING FOR THE PLACEMENT OF THE SAFESWAP VOR-0406.2XXX WATER TOWER (Construction Detail) SAFESWAP'm ANCHORING SYSTEM TO BE INSTALLED LEVEL, PLUMB & FLUSH TO %" (10mm) EARTH GROUNDING STL1D CONCRETE SURFACE. VERIFY LOCAL CODES FOR TYPE, THICKNESS & U WATER LINE INLET 2" (51 mm) NPT. MIN. 21 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION SUPPLIED BY INSTALLER) 4 X %4" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPDXY GROUT STUDS (DONE BY INSTALLER #5 (15M) REBAR 12" (30cm) C/C BOTH DIRECTIONS 3'(91cm) LENGTH (SUPPLIED BY INSTALL i 8a< 1'-3" [38cm] MIN a a 9" [23cm] CONCRETE SLAB SLOPE TOP OF --� ANCHOR STUD < WATER <. LINE ANDCOMPACTED GRANULAR CONNECTION F SUPPLIED BY INSTALLER 3" x 24" x 24" (0.075x0.61 m x0.61 m CONCRETE LEVELING BASE. SUPPLIED BY INSTALLER). 3' [91 cm] SAFESWAP N° 1 (Construction Detail) WATER LINE INLET 2" (51 mm) NPT. MIN. 20 SLOPE BACK TO WATER SUPPLY. REFER TO CONSTRUCTION %" (10mm) EARTH DOCUMENTS FOR LINE SIZE DETAILS. (LINE GROUNDING STUD CONNECTION SUPPLIED BY INSTALLER SAFESWAPTm ANCHORING SYSTEM TO BE 4 X %4" (20mm) S.S. HEIGHT & LEVELING CONTROL INSTALLED LEVEL, PLUMB & FLUSH TO ANCHOR STUDS WITH HARDWARE. FINISHED G DRILL & EPDXY GROUT STUDS DONE BY INSTALLER CONCRETE SURFACE. VERIFY LOCAL #5 (15M) REBAR CODES FOR TYPE, THICKNESS & 12" (30cm) C/C BOTH DIRECTIONS REINFORCEMENT REQUIREMENTO 3' 91cm LENGTH SUPPLIED BY INSTALL a 'CONCRETE SLAB 9" [23cm] SLOPE 1'-3" [38cm] TOP OF �— MIN ANCHOR STUD ° o WATER LINE AND 4 COMPACTED GRANULAR CONNECTION SUPPLIED BY INSTALLER) 3" x 24" x 24" (0.075x0.61 m x0.61 m) CONCRETE LEVELING BASE. SUPPLIED BY INSTALLER 3' [91 cm] - SAFESWAP N° 2 (Construction Detail) Manufacture CK '4W(DFED—)Jr[E'�� 328 Avro Street Pointe Claire (Montreal) Qu6bec, Canada H9R 5W5 Project CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD Notes FOR SPLASHPAD EQUIPMENT CONTACT JIM SPENCE (866) 886-7839 OR jspence@vortex-intl.com Consultant(s) Client 03/29/13 I PAD SIZE & SHELTER LAYOUT I REL Date I Description I Revision The information contained in this drawing is the sole property of Vortex Aquatic Structures International Inc. Any reproduction in part or as a whole without the written permission of Vortex Aquatic Structures International Inc. is prohibited. Seal Main Consultant Drawing Title Designed by ---- Drawn by DIANA K Approved by ---- Project manager Approval Scale Scale Not to scale Date 03/29/13 Project File DAO 18405 ---- Sheet no. Revision 4/5 REL l REFER TO SPECIFICATION DETAIL BREAK DOWN. ORDER REFERENCE VOR-16XX.XXXX LVALVE TYPE & CONFIGURATION (0,1,3) CONTROLLER STYLE (0,2,3,6,7,A,B) WATER INLET CONNECTION DIAMETER (0,1,2,3,4,5,6,7) (SEE CONSTRUCTION DOCUMENTS) WATER SOURCE CONNECTION EQUIPMENT (0,1,2,3) (SEE CONSTRUCTION DOCUMENTS) NUMBER OF VALVES (11-20) VORTEX SPLASHPAD SYSTEM CONTROLLER Controller factory assembled and mounted to water distribution manifold Housed in NEMA 4X enclosure Solenoid valves pre -wired to controller Standard location shown but controller can be remotely located and wired by installer refer to note # 4 5%" [14cm] [— — OPTIONAL, 2nd WATER INLET LINE & CONNECTION (BY INSTALLER). WATER INLET LINE & CONNECTION BY INSTALLER SEE NOTE #2 & #5 2'-7" [79cm] 2'-111/2" [90cm] 3'-31/2" [101 cm] 1' [30cm] 558" [14cm] — ELECTRICAL CONDUIT (BY INSTALLE NOTE: 1. A COMMON NEUTRAL MAY BE USED FOR UP TO TEN ELECTRIC VALVES FOR REMOTE LOCATION CONTROLLER. 2. SEE PIPING AND ELECTRICAL SCHEMATIC DETAIL. 3. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. 4. IF CONTROLLER IS REMOTE LOCATED, CONDUCTORS # 18 AWG AT 10' LONG PROVIDED FOR THE CONTROLLER AND JUNCTION BOX BY VORTEX. WATER LINE AND INTERCONNECTION FOR QUANTITY SEE PIPING AND ELECTRICAL SCHEMATIC DETAIL. TO FEATURE (BY INSTALLER) GROUNDING OF JUNCTION BOX DONE BY INSTALLER. FOR PIPE SIZE SEE NOTE # 2 5. WATER INLET CAN BE 1x2", 1x3", 2x2" OR 2x3". 2" FEMALE NPT CONNECTION OR 3" FEMALE NPT CONNECTION INSIDE COMMAND CENTER IS PROVIDED BY VORTEX. 10Y2" [27cm] TYP LINE # 1 LINE # 2 LINE 3 LINE # 4 31/2" [9cm] TYP LINE # 5 I LINE # 6 LINE # 7 LINE# 8 LINE # 9 LINE # 10 _ 7y2" [19cm] LINE # 11 z UJ m N O D M 1' [30cm] 727.57 727.65 1' [30cm] 2" [5cm] TYP. THREADED CONNECTION (BY INSTALLER) U I a 7'-71/2" [232cm] CAST IN PLACE CONCRETE COLLAR (BY INSTALLER) COMPACTED GRANULAR (BY INSTALLER) 1 1/2" PIPE SLIP (BY VORTEX INV 724.6 WATER LINE AND INTERCONNECTION TO FEATURE (BY INSTALLER) FOR PIPE SIZE SEE NOTE # 2 1-2% SLOPE Manufacture � � WORUIEK 328 Avro Street Pointe Claire (Montreal) Qu6bec, Canada H9R 5W5 Project CITY OF BAKERSFIELD, CA SIEMON PARK SPLASHPAD Notes FOR SPLASHPAD EQUIPMENT CONTACT ]IM SPENCE (866) 886-7839 ORjspence@vortex-intl.com Consultant(s) Client 02/26/13 1 PAD SIZE & SHELTER LAYOUT I REL Date I Description I Revision The information contained in this drawing is the sole property of Vortex Aquatic Structures International Inc. Any reproduction in part or as a whole without the written permission of Vortex Aquatic Structures International Inc. is prohibited. Seal Main Consultant � NV 724. Drawing Title �— I 1 -20o SLOPE _III_ INV 723.8 OS ER ---- THREADED WATER OUTLETS BY INSTALLER 1[ 1 I II )III- 723.3 ABS SHELL ---- 4" TYP DRAIN LINE WITH STRAINER Designed by ---- 4'-034" [124cm] CONNECTED TO DRAINAGE SYSTEM. Drawn by DIANA K ENSURE P -TRAP IS BELOW 5'-1034" [180cm] FROST LINE TO PREVENT FREEZING Approved by ---- BY INSTALLER Project manager Approval 16XX.XXXXR06 ALUMINUM SUBTERRANEAN COMMAND CENTER 11-20 POSITIONS Scale Not to scale Date 02/26/13 Project File DAO 18405 ---- Sheet no. Revision 5/5 REL