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HomeMy WebLinkAbout4330 20th St (51)Addendum Transmittal Project Number Date: 3401007 June 27, 2018 Project Name Issued By' NWNA — Zephyrhills 5-gallon line installation Gary R. Walo, AIA Addendum Number Three (3) Drawing or Spec # Sheet Size Description of Change Code C-001 24X36 Updated Cover Issue Title & Revision Block to reference ADD3 III C-121 24X36 Added callout to adjust existing valve box in existing drive and pour concrete collar around valve box. V Added Note 11 pertaining to adjustment of valve box. V Revised lift station pad dimensions to accommodate the addition of a meter vault. III C-131 24X36 Added callout to adjust existing valve box in existing drive w/ detail reference. V Added Note 4 pertaining to adjustment of existing valve box. V Added information pertaining to addition of meter vault size. V Added Note 5 specifying meter to be used (per the City of Ze h rhills. V Revised force main size from 2" to 1 1/2" PE 4710 (DR 11) III Added detail callout for connection of force main to City of Ze h rhills gravity system. III C-141 24X36 Adjusted grades for Lift Station pad. III Added callout to adjust existing valve box in existing drive w/ detail reference. V C-530 24X36 Added Details B1/C-530 pertaining to adjustment of existing valve box. V Added Detail 132/C-530 pertaining to connection of force main to existinq sewer manhole. III C-531 24X36 Modified sheet to include meter and meter vault. V PI Addendum #3 — Zephyrhills June 27, 2018 Page 2 I = Items Intentionally omitted II = Corrections III = Clarifications IV = Owner Changes V = Agency Changes COPIES TO: Sincerely, THE HAS fay: Gary R-Walo Design Manager 8 7 6 5 4 3 2 1 C C 6 7 8 g 0�j 11 12 13 � 14 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"' 30'-0" 30'-0"' 30'-0" 12'-6., 17'-6" 2'-0" 28'-0" 2'-0" 28'-0" 30'-0" 18'-0" 12'-011 8'-0" 19'-611 2'-6" 19'-2112" 10,-91/211 1V-31/2" 18'-6" 21/2" 11 - nil" 9" - err VARIES 9 5/8" TO 61/4" 4" GRID 6 TO 11 VARIES 6 1/8" TO 2 3/4" 3 1/2" GRID 6 TO 11 N ALL WORKS ALLCOM LYWITH PREVAILING 14 FOUNDATION AND SLAB PLAN - WATER CORRIDOR CODES FLORIDA BUILDING C 3/32" - 1'-0" NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES T - 61/8" 51/2" 31 /2"1-2" B - — COLUMN IN FOREGROUND AT SIM. EXISTING WINDOW SYSTEM 1 { LINE OF EXISTING COLUMN, i AT FILLER ROOM SEE PLAN � i; r NEW HSS COLUMN, SEE PLAN EXISTING TS8x8 COLUMN, j I ! SEE PLAN jij } LINE OF EXISTING CMU WALL, I' SEE PLAN EXIST. CONC. SLAB -ON- i 3 NEW CONCRETE SPREAD FOOTING I SILO GRADE W/ THICKENED } (F I FOUNDATION/SLAB, SEE PLAN I ? i FOUNDATION 1 - LAB N, 1 � � 6' - 91/8" CLR. PLAN `" � �_�_ 100 - o - 0 - • - 7 o 2 COMPACTED FILL. REMOVE EXIST. #4x2'4' DOWELS AT 24" O.C. DRILL t CONC. THICKENED SLAB BELOW - AND EPDXY DOWELS INTO EXIST Al SECTION Elevation 1 3/4" = 1'-0" 9 1 NEW FOUNDATION _._ _._ CONC. SLAB (12" EMBED.) WITH I HILTI HIT-HY 200 ADHESIVE 1 ANCHORING SYSTEM (TYP. ALL SIDES OF NEW FOOTING) - EXIST. CONCRETE SLAB -ON -GRADE 8' - 6" 6 - MIL POLYETHELENE VAPOR EXIST. TS8 RETARDER COL. & FTG EXISTING CONCRETE FOOTING BEYOND, SEE PLAN q COL. & FTG. 3o° 1 1'-6" L. NEW HSS COLUMN, A�� SEE PLAN NEW CONCRETE SPREAD FOOTING FOUNDATION/SLAB, SEE PLAN EXIST. CONCRETE SILO SLAB -ON -GRADE 3" CLR. FOUNDATION (TYP.) — - - - PLAN 100' - 0° #4X2"-0"' DOWELS AT 24" O.C. DRILL � (4)-#5 TOP AND BOTTOM (CONY.) c� WITH ACI STD. HOOK EACH END AND EPDXY DOWELS INTO EXIST. CONC. SLAB (12" EMBED.) WITH ®RETARDER IL POLYETHELINE VAPOR HILTI-HIT-HY 200 ADHESIVE ANCHORING SYSTEM (TYP.) #4 AT 16" O.C. TOP AND BOTTOM A2 SECTION Elevation I 1" = 1'-0" FOUNDATION PLAN NOTES: 1. SEE SHEET S-001 THRU S-003 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES" 2. DESIGN ALLOWABLE BEARING PRESSURE (NET) IS 2500 PSF FOR SPREAD FOOTING SHALLOW FOUNDATIONS (PER SHEET S-7 OF THE RECORD DRAWINGS FOR THE ZEPHYRHILLS BOTTLED WATER COMPANY) BEARING ON UNDISTURBED FIRM SUBGRADE SOIL. 3. PROVIDE NORMAL WEIGHT CAST -IN -PLACE CONCRETE WITH A MINIMMUM 28-DAY SPECIFIED COMPRESSIVE STRENGTH (f c) OF 3000 PSI FOR SPREAD FOOTING SHALLOW FOUNDATIONS/SLAB SHOWN ON THIS SHEET. 4. EXISTING FILLER ROOM WALL. 5. EXISTING MEZZANINE SUPPORT COLUMN ALONG FILLER ROOM WALL. 6. EXISTING CMU WALL. 7. EXISTING 8'-6" X 8'-6" X 1'-4" SPREAD FOOTING FOUNDATION AT EXISTING COLUMN. TOP OF EXISTING FOOTING ELEVATION = 98'-0" ±. 8. EXISTING 6" THICK CONCRETE SLAB -ON -GRADE (PER SHEET S-1 OF THE RECORD DRAWINGS FOR THE "ZEPHYRHILLS BOTTLED WATER COMPANY) 9. NEW INTERIOR CONCRETE SPREAD FOOTING FOUNDATION/SLABS SHALL RECEIVE A STEEL TROWEL FINISH UNLESS NOTED OTHERWISE. 10. NEW 8A 1/8" LONGx10'-0" WIDExl'-0" THICK CONCRETE SPREAD FOOTING FOUNDATION/SLAB WITH #5 @ 12" O.C. (MAX) EACH WAY TOP AND BOTTOM WITH ACI STD. HOOK EACH END. CONNECT EACH SIDE OF NEW FOOTING TO EXISTING CONCRETE SLAB WITH DOWELS DRILLED AND EPDXIED INTO THE EXISTING SLAB AS SHOWN ON A2/S-111A 11. NEW CONCRETE SPREAD FOOTING FOUNDATION/SLAB, SEE A1/S-111A AND A2/S-111A 11. NEW HSS COLUMN, SEE SHEET S-131 FOR SIZE. 13. CONTRACTOR SHALL PROTECT THE EXISTING FILLER ROOM WALLS DURING DEMOLITION OF CONCRETE FLOOR ON INSTALLATION C NEW CONCRETE. 6.44468 WAREHOUSE EXPANSION STRUCTURAL HASKELL i,II IHaskellR Riverside I ZEPHYRHILLS NATURAL SPRING WATER FDNJ LAB LAN - WATER CORR. STATE OF 11 F0 #11 7/30/2018 Jadcsomille,Florida32202 � ��o- aY - ZEPHYRHILLS, FLORIDA Phone # (904) 791-4500 dam' Q p The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO. R1 12 ADDENDUM #4 8/02/201 8 and may not be copied or disclosed to others unless authorized by NWNA- — COR'ORATE ENGINEERING O=FICE s/ NALt 4V I REV- REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 22 FE T IDE DRIVE, SUITE 100 DATE D. SCALE D S 111A iryr� 1� CONTROLNO.. 6OFIPELLTEXAS 75C19 7 6 5 4 3 2 1 ON C� go 7 6 5 L, 4 3 2 1 v IN "Al I IU' - L 1/2" Al IPIPE RACK FRAMING ELEVA Elevation 3/8" = 1'-0" 0 7 8 9 10 11 12 13 14 r r-% A R A I w 1 P'% M I A R I R 1#�% T 1— e% 1. SEE SHEET S-001 THROUGH S-003 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES". 2. PIPE RACK FRAMING AND FOUNDATION DESIGN BASED ON A DESIGN LOAD OF 960 PLF LOAD. DESIGN LOAD INCLUDES 152 PLF DUE TO NEW FIVE GALLON LINE PROJECT PIPE LOADS, 632 PLF DUE TO EXISTING PROCESS PIPING AND CONDUIT LOADS, 16 PLF ALLOWANCE FOR FUTURE PIPING AND CONDUIT SUPPORT -- MEMBERS, AND 160 PLF FOR FUTURE PIPING LOADS. 3. COLUMN BASE PLATE ANCHORS SHALL BE ACCURATELY INSTALLED USING STEEL TEMPLATES TO POSITION THE ANCHORS AS SHOWN. 4. GROUT SHALL BE PLACED BENEATH THE COLUMN BASE PLATES IMMEDIATELY AFTER THE COLUMN IS PLUMBED AND LEVELED. ADDITIONAL LOAD SHALL NOT BE APPLIED TO THE COLUMN UNTILL THE GROUT HAS ACHIEVED THE SPECIFIED 28- DAY COMPRESSIVE STRENGTH. 5. ( 4 ) INDICATES TYPICAL MOMENT CONNECTION, SEE A2/S-131 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 6. COPE FLANGES AT END OF BEAM TO ALLOW INSTALLATION OF BOLTED CONNECTIONS (TYP.). 7. EXISTING FILLER ROOM WALL. 8. EXISTING MEZZANINE SUPPORT COLUMN ALONG FILLER ROOM WALL. 9. EXISTING CMU WALL. 10. NEW HSS5X5X1/4 COLUMN, SEE PLAN FOR LOCATION. CI PIPE RACK FRAMING PLAN - AREA A 3/16 'JI IV 2SIDES 3;4„�,�`. 3/32" = 1'-0" T/COL. EL. 12'-3" VERIFY x 4-5/8" HILTI-KWIK BOLT TZ t w/3 1/8" EMBEDMENT COL T/BOND BM. 8" 1 V-9" (VERIFY) _ t L4x4x3/8x0'-8" (FAR SIDE ONLY) 31 /2"' 3" 1 1 /2" I- - 2 �� m BEAM, SEE PLAN �r ,: �1/4\3 TYP. TOP & i � � i I 112° 1/4 3 BOT. CLR. HSS 5x5 COLUMN, � �_� COL. & BM. I -J L3x3xl/4x0 6 w/ 2-3/4 O A325N BOLTS B SEE PLAN /8 T/STL. BEAM, SEE PLAN (TYP.) BEAM, SEE PLAN (4) 3/4" o A325 BOLTS COL. VERIFY CONC. BOND 1 I SEE PLAN 1 1/2" 4" 4" 1 112"" BEAM V-4" 3/4" THK. PLATE @ TOP EDGE OF NEW FOUNDATION Xk 1 0 of- TOP VIEW & BOTTOM. FLANGE SLAB \ _ I I EL. 94± CN NEW FOUNDATION/SLAB, SEE COL TYP.4 ES 3/4" THICK BASE PLATE W/ O� 1/2 DIA, HILTI KWIK , I; I '` �� % I I W10X26 FOUNDATION PLAN 3/8"X6"X6" 2 PLATE TO 1/4 CAP PLATE BOLT TZ EXPANSION o - M PL3/8x5"x0'-61/2" T & B CAP PL., TYP. ANCHORS WITH 31/4"1, - N BOLT TO BM. USING 4-3/4" O A325N BOLT COLUMN BASE PLATE 3/4 PLATE TOP & BOTTOM EFFECTIVE MIN. - BEARING ON 1" NOW EMBEDMENT CO - T — 1' - 4"' 3" - 4"" 5 7/8" SHRINK GROUT TOP OF BEAM SEE PLAN N 5" - 1 7/8" EXISTING SLAB -ON- TYP. ¢ ``' GRADE 3/16 _ HSS 5x5 COLUMN, HSS8x4x3/8 SILO SEE PLAN 3/16 911 FOUNDATION PERPENDICULAR BEAM BEAM SEE PLAN 3/16 2" 5" 2" - PLAN - - - � 100 - 0 AND CONNECTION NOT SHOWN FOR CLARITY I I 1/2 I� PL. 5/16x5x0'-6" A (STM A36) I I EXIST. CMU WALL PL. - HIx x5/8"04" t I w/ 2-HILTI 5/$"� KWIK BOLT _ N WI (2)-1"0 A325-N BOLTS w/ 31/8" MIN. EMBED TYP. SHEAR TAB AT ALL T HSS 5x5 COLUMN, I I BEAM CONNECTIONS I I Z _ i �� CID SEE PLAN i � � � M EXIST. j a �� N A /'� FRONT VIEW 1/4 - 9_ WALL ,�41i2" 41f2" e - a A2 MOMENT CONNECTION @ PIPE RACK A3 PIPE RACK COLUMN BASE PLATE MA )COL & BM. CONN. TO EXIST. CMU @ GRID 6-M •* Section 3/4" =1"-0" Section 1 1/2" 1'-0" Section 1" = 1'-0" EP bd A CTURA� ENGINEER 11 FO #11 7/30/2018 WAREHOUSE EXPANSION STRUCTURAL 12 ADDENDUM #4 8/02/2018 HASKELL The Ri HaskellAvenuey Ja=nvllle, Florida 32202 � � � ` ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA PARTIAL PIPE RACK FRAMING PLAN STATE •' 9 FO #9 7/2/2018 Phone # (904) 791-4500 CR4C�*' *":ea.a..•*' y _ - E Addendum #2 5/16/2018 The Information contained on this document is the sole property of NVNNA and may not be copied or disclosed to others unless authorized by NWNA. SIZE SHEET NO. REV. NO. 1 �' t®© rgREc'Ivo4aasa2. REV.F COR ORA E EN!INEERIFG 0 FICE 1 .-- CFESTSIDE DRIVE, SUITE 10D D S-131 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM coNrROLNo: 34010Q7 DATE: D. SCALE: , COPPE�� TExAs �5C1_ 7 6 5 4 3 2 1 �; JQ .y WI IIK.k I.il 7i7 "! K:-h',I � i 8 7 6 5 4 3 9 T8 10 6 SEE PLAN 2/5-132 � i SEE PLAN 3/S-132 I i J 8 3/4" --- - q`= 3 N" -- A3 13 W10X17 W10X26 NO PIPE 6 STD J.1 W10X1700 �= M o o CD 00s-c�-cos `" o r � k S 523 S 523 CV T1STL TYP UON @ _ w . A__ --- 1 W1 X�6 112' - 41/2" NEW COL. W10X26 1 TYP. W1OX26 B1 115'-101/2" 1 b 5-523 1/2" THICK STEEL PL. a1 ; pkp W10X'26 T/STL. PL. = 112' - Si yp-t o 0 T/COL. x B2 OL 112' - 41/2" 0 1 � s-522 TYP. (4) r r o xo PLACES B1 N S-523 W1Q ,2 PLATFORM DESIGN T/STf oPP J- BASED ON 250 PSF 1WL�01/2" w1oX26 HAND ch I: N �I AlC2 W1 OX26 s 522 I A4 Q � � PIPE RACK DESIGN BASED C '4' -11 1/2" 2 4" ON 35 PLF PIPING LOAD 3l4 3! 41 TYP UON I j 5' - 6 l4" o 0 0 ti " FACE OF EXIST. WALL x TO EDGE OF STEEL PL. o _�. — _ T/STL I A3 115' -101 /2" W10X26 S 523 PIPE 6STD W1OX26 60PIPE RACK FRAMING PLAN - PART B � T/STL. , ' -PLATFORM FRAMING PLAN r ,� , %,' I 110' - 21 /2" 4 % 'r � �1 � ,' ' ,� ,� �` f� ';� ,� r` ''T/STL. ' ,E ' TYP. UON 3/16" = 1'-0" , ' '/' 1 y 10' - 21/2" !� J P 4 PLATFORM FRAMING NOTES: - " / j TISTL.;' �;' ;'/';,IDS -X511 1. INSTALL PLATFORM AFTER WATER PIPE f% : ' 115' -101/2 a 0 INSTALLATION IS COMPLETE FOR CLEARANCES. HSS5X5X1/4 W1OX26 N m B4 7 0 T/STL. s-133 0��, W1OX26 110' - 21/2" W10X17 �Qo 29'-0" � 4'-6"" 0 E K DESIGN BASED I 110T21/2" ON 35 PLF PIPING LOAD o iCD HSS8X8X3/ X26- — 0 7 TYP UON �HSS4X4X1/4 W10X26 ~ M-Cr_ - 4 o �T/STL OX26 110' - 21 /2" _ PLATFORM 114" HSS4X4X1/4 > x ABOVE 4 3/4" �' B4 B4 A3 C:)PIPE 6 STD c� S-522 S 522 S-523 - �' N CN FACE OF EXIST. 3- 4" 30' - 0" 30' - 0" 30' - 0" o � CMU WALL 4'- 11 1/ ' T/STL. rya_ _0 , _ 110 21/2 W10X17 I r W10X17 W10X17 N o J.1 A IF W10X17 W10X17 W10X26 plc I. SEE PLAN 1 /S-131 - �, o o T/STL., 110' - 21/2" 1' - 2" 3' - 4" T/STL. A i SEE PLAN 1 /S-132 110' - 21/2" PIPE RACK FRAMING PLAN - PART B B4 PIPE RACK FRAMIN PLAN - PART C 522 3/32" = 1'-0" 11 FO #11 7/30/2018` $ 12 ADDENDUM #4 8/02/2018 The Haskell Company HASKELL * YAT FO #9 7i2/2018 IIIRiverside Avenue ' Jacksonville, Florida 32202 « *o — z 9 Phone # (904) 7914500 3.OR*�' E Addendum #2 5/16/2018 *"•*e+« x ' COR'ORATE ENGINEERING O—FICE ZONAL 1' c+:�t I DRAWN: DESIGN FIRM 132C CRESTSIDE DRIVE, SUITE 100 "'i+►a,. REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROLNO.: 3401007 �� yyyxCOhPFLL TE.K 75C1., 8 7 6 5 4 3 SEE ARCHITECT FOR TRANSITI01 F 2 1 8 9 SEE PLAN 1 /S-133 SEE PLAN 2/S-132 PIPE RACK FRAMING PLAN - PART D I I `\'� 3/32" = 1'-0" WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER PARTIAL PIPE RACK FRAMING PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NI DATE: D.M.: SCALE: D S-132 2 1 7 CI clT —.i r - . iF-1iI:. f -- _ _ I I I _F- 8 7 6 5 4 3 2 1 "0 CI 0 o■ (:7 ) C SEE PLAN 2/S-133 � 3/32" = 1'-0" No.4446 STATE OF ,:Ar �� �0 I �"�wrwrswe*�' �t4 uAa REV. 8 7 BB (AA.5}- C2-- PIP RACK FRAI�LING PLAN -PART F 11 FO#11 12 ADDENDUM #4 9 FO #9 E Addendum #2 REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 7/30/2018 The Haskell Company HASKELL IIIRivemideAvenue Jacksonville, Florda32202 Phone # (904) 791-4500 8/02/2018 7/2/201 QC7 5/16/2018 DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 CONTROLNO.: 4 7 W10X17 T/STL. 115--101/2" i U) i W10X26 SEE PLAN SEE PLAN 1 W10X17 �W10X17 D 1/2" CAP PL. 3/8" GUSSET PL. ,a> (2) 3/4" A325 BOLTS r L3X3X1/4 X-BRACE X \ co T/STL. _ 110'-21/2" n B4 ECTION AT PIPE TRANSITION )Section 1 1/2" =1'-0" F COL. 1-443/80'4' WELDED TO COL. W BEAM, SEE PLAN T/STL. SEE PLAN i FOR INFO NOT NOTED SEE SECTION A41S-522 6" T - 0" EXIST. COL. HSS8x8x3/8" PL318"x1'-q" 6" FIELD CUT TO TCH MIN. EXIST. CO�. SLOPE I � i I I 1/2" CLR. I i I i I I � III i I i O III 3 6 >—�T�P i I i I I I 8," 1'-4" 2'-4"'. 4 1'-0" A4 CONNECTION @ "F" FOR COL. LINE 8 & 9 ection FT = 1'-0" WAREHOUSE EXPANSION STRUCTURAL ZEPHYRHILLS NATURAL SPRING WATER PARTIAL PIPE RACK FRAMING PLAN ZEPHYRHILLS, FLORIDA The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. and may not be copied or disclosed to others unless authorized by NWNA. COR-ORATE EN�TINEERI�IU O=EICE SCALE; D S-133 1 ,?2 RESTSIDE DRIVE, SUITE 100 DATE: D.M.: 63PPELT TEXAS 75c1C 3 2 1 ■ry E "M 8 7 6 5 4 3 2 1 D D C C B B A A 8 7 6 5 4 3 2 1 41/2" {4} 1/2" o A325 BOLTS NOTE: METAL ROOF DECK, HSS2-1/2X2-1/2X1/4x1'-0" J.1 COL. 1 - 4 _ BE NOTCH 1/2 STEEL � Q 6 v2° � AM SEE PLAN {LG} @ CENTER OF BEAM SEE PLAN L4x4x3/$x0'-8" PLATE AROUND MIN. v 3/16 � WELDED TO COL. � 1 1/2" 61/2" 61i2" 1 1/2"" MOMENT PLATE �� I o *1 IV CL COL. & BM. CONNECTIONS. 11--'� I ° PL3/8"x1'-d" i 6" FIELD CUT TO MATCH T/JST & B/DECK � SEE ELEVATION I I MIN. EXIST. CO�. SL PE I = 1/2" THK. PLATE @TOP � COL. 3 SIDES I COL. SEE PLAN & BM. &BOTTOM. FLANGE 1/4 TOP VIEW 3 SIDES 3/16 1/2" BASE PL o FOR INFO NOT NOTED 1/2"" w/4 -HILTI 5l8"DIA. -�-----i---- - COL. TYP. T & B. r� SEE SECTION A41S-522 CLR. I I I I_- KWIK BOLT w/31/8"" � 3/16 3-SIDES � MIN. EMBED �, __ ________ 1/2" PLATE WF BEAM, SEE PLAN WF BEAM, SEE PLAN o i I � TOP &BOTTOM I N HSS COL FOR 3/16 I TYP 3/16 � I AISC SINGLE SHEAR CONN. 0'-10" (LG) L5X3-1/2X3/8 3 OI � I 316 TYP PLATFORM W/ (3)- 3/4" o A325 BOLTS 5 3/4° L8X8X1/2 0'-10"LG I i I i Il- i BEAM, SEE PLAN COL., SEE PLAN I I 3f16 WF BEAM, SEE PLAN COLUMN BEYOND, FRONT VIEW SEE PLAN 6" 3'- 4" (3'-0 4 3/4" COL. 1/4" CAP PLATE 3/4"-t T/COL. EL. 12'-4 1/2" VERIFY i I 7 MOMENT CONNECTION SEE C21S-522 1/2" STEEL PLATE j T/STL. I ° W1OX26 ' } T/BOND BM. D 11'-9" (VERIFY) VERIFY CONC. BOND �_ 1/2" BEAM 1'-411 CLR L3x3xl/4x0'-6" w/ C 0 0 '-41 /2" 6 ADD FLAT BAR 1"X3/16" STRUT (BY PIPE FITTER) @ HANGER CONN. POINT FROM BOTTOM CHORD TO TOP CHORD PANEL POINT. SEE C31S-523 FOR ATTACHMENT OPTIONS Fn Fn 2-3/4"0 A325N BOLTS C T/STL. I 1 0'-21 /2" I L443/80-8" L 91_011+ TRAPEZE AND HANGER ROD BY PIPE FITTER. MAXIMUM SPACING OF W10X26 THE TRAPEZE SYSTEM = 5'4" O.C. 1'-4" 3'-4" 57/8"" 4 6- 17/8" 5 4 I 3 NOTE: ATTACHMENT OF FLAT BAR STRUT: • OPTION A: WELDING • OPTION B: USE (1) #12 X 1 1/4". CONTRACTOR EXISTING 20K OPTION TO USE SELF -DRILLING SCREW. AA JOIST AA ADD FLAT BAR 1"X3/16" STRUT (BY PIPE FITTER) @ HANGER CONN. POINT FROM BOTTOM CHORD TO TOP CHORD PANEL — POINT. TYP. PIPES, BY EACHOTHERS1/8 1" OTHERS EXISTING JOIST GIRDER T/TRAPEZE CONTRACTORS OPTION: SEE PLAN OL OPTION A: WELD AS NOTED TOP OF TRAPEZE • SEE PLAN ABOVE. • OPTION B: USE (1) #12 X 1 1l4" 1 TRAPEZE AND HANGER SELF -DRILLING SCREW TOP AND BOTTOM. SEE PLAN ROD @EACH JOIST BY PIPE FITTER. HSS8x8x3/8" HSS4x4xl/4 EXIST. IPE SUPPORT CONN.(EX. JOI T PARALLE PE PP RT NN. EX.CMU WALL ;;,S I SU O CO JO ST PERP.C2 C3 ) Z3116 3/16 ection 314" = 1'-0"" ection 3/4" = V-0" �., L. 1 /2x9"x 1'-4"" / 4-HILTI 5i8"0 KWIK BOLT w/ 3 1/8" MIN. EMBED ;6 Z M � " EXISTING20K JOIST EXISTING 32G JOIST GIRDER PIPES, BY OTHERS SEE PLAN PL. 1/2x6 0-11 DRILL 1"o HOLE IN EXISTING WF w/ 4- HILTI 5/8"0 KWIK BOLT j 1 1/2" COLUMN FLANGE FOR 3/8"o WIRE w/ 3 1/8" MIN. EMBED I ROPE FOR FALL PROTECTION it o. 131 OL & BM. CONN. TO EXIST. CMU @ P ection 1 1" =1'-0" 1 /2" STEEL PLATE T/PLATE BM R- NOTE: PROVIDE HANDRAILS AS REQUIRED AROUND PLATFORM. COORDINATE LOCATIONS WITH "SALLY PORT EQUIPMENT" PUCHASED. Al PLATFORM BM. CONN. TO G )Section 1 1 112" = 1'-0" A, © `f' PLAN N z B i$' B �l LATFORM f N -2 1/2" --- --------------- ` � - — — - — -- L3X3X5/16 I i I N �, KICKER 1/4" GUSSET PLATE 211 57� GUARDRAIL AS REQ'D. NOTCH STEEL PLATE EXISTING WF AROUND GUARDRAIL COLUMN LOCATIONS. PIPE TO 3/16 BEAM �PLATE TO 1/81BEAM BM., SEE PLATFORM PLAN 7d .� TATE O ,may% - qR gg (^p REV. 8 7 EXISTING WF COLUMN I SECTION B-B TYPE 2 CLEVIS THROUGH BOLT W/ 3/8"o WIRE ROPE BETWEEN o COLUMNS FOR FALL PROTECTION i I � PIPE RACK BEAM, SEE z PLAN A I A NcN 177 L ' is 21i2° L3X3X5/16 KICKER CN I 1/4" GUSSET PLATE M CV I I c'V N o' M r— G• o 1 1/4" v � 2" I 1/2" ,Vo EXISTING STEEL COLUMN, SEE l 6" { PLAN FOR SIZE L3X3X5/16 KICKER ANGLEKICKER ANGLE -- - - - - - -- 11 1/4'1 3/4" THRU BOLT ;I AP DRILL 13f16" INTO L4X4X3/8 BEAM CONN. N 1/4" BENT STEEL o PLATE TO MAKE r5°° 3/4" THRU BOLT DRILL SPLIT COLLAR FOR 13/16"o INTO EXISTING EXISTING SECTION A -A COLUMN FOR BOLT INSTALLATION L3X3X5116 KICKER ANGLEKICKER ANGLE o EXISTING COLUMN FOR BOLT INSTALLATION 1/4" SINGLE PLATE CONNECTOR FOR EITHER BEAM OR KICKER ANGLE TO BE WELDED TO COLLAR IN SHOP 3/16 2 11/4" 11/4" USE (2) 3/4"o A325 611 BOLTS TO ATTACH PL. 3/8X21/2"X7" BRACKET TO COLLAR C, 0 M CV ICI 3/16 3/16 L4X4X1A X U-6" LG. HANGER BRACKET GRID I TYPE 2 CLEVIS THRC BOLT W/ 3/8"o WIRE 1 BETWEEN COLUMNS FALL PROTECTION EXISTI SEE PI 1 3/16" STIFF PL. 1 "o HOLE HANGER ROD, SECTION B-B BY PIPE FITTER D SEE C31S-523 FOR ADD'L INFO OP OF TRAPEZE SEE PLAN S, BY OTHERS 3/4" THRU BOLT DRILL 13/16"o INTO EXISTING COLUMN FOR Z 1/4" BOLT INSTALLATION AP 1/4"SINGLE PLATE CONNECTOR V�. FOR EITHER BEAM OR KICKER ANGLE TO BE WELDED TO 1/4" BENT STEEL COLLAR IN SHOP PLATE TO MAKE SPLIT COLLAR FOR EXISTING SECTION A -A 3/16 B4 ANGER CONNECTION TO COLUMN )Section 3/4" V-0" CL COL. I 2'-01, 2"-0" TOP OF STEEL SEE PLAN 1/2" THK. CAP PL. ' A TYP. 3/16 COL., SEE PLAN AISC SINGLE SHEAR CONN. TYP A v BEAM, SEE PLAN 6" 1. 6" 1 1 /2" 1 1 1 /2" (4) 1/2" o A325 BOLTS CL COL & BM. - r I �>r CN A A A2 PIPE RACK KICKER @ EXISTING WF COLUMN A3 PIPE RACK KICKER @ EXISTING PIPE COLUMN A4 TEE CONNECTION @ PIPE RACK Section 3/4" = 1'-0" Section 3/4" = 1'-0" Section 3/4" = V-0" 11 FO #11 7/30/2018 The Haskell � � � ZEPHYRHAREHOUSE EXPANSION STRUCTURAL NASKELL IIIRiversideAvenua S NATURAL SPRING WATER FRAMING DETAILS Jacksonville., Florida 32202 Y .. .5- _ ZEPHYRHILLS, FLORIDA 12 ADDENDUM #4 8/02/2018 one (904)7914540 [(�� 7 p w - 9 FO #J 7I2I2O1 O The Information contained on this document is the sole property of NIMA SIZE SHEET NO. CvR� RAIE EN6'INEEEIVG O-FICE and may not be copied or disclosed to others unless authorized by NWNA. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 1�22 RESTSIDE DRIVE, SUITE 100 DATE: D.M.: SCALE D S-523 CONTROL NO.. COFFIELL TEXAS 75CII 6 5 4 3 2 1 REV. NO. C I Pi 11A 8 1 7 6 5IML4 3 2 1 0- ICL a) m Q (l) N 00 0 N N N 0 a) c d o 0 U I- 0 0 0 Iq 00 E cu C N U_ Nll N GENERAL CIVIL ENGINEERING LEGEND EXISTING PROPOSED DESCRIPTION — — PROPERTY LINE — — RIGHT-OF-WAY LINE — — CENTERLINE — — — — — — SECTION,TOWNSHIP,RANGE LINE x x x— FENCE RETAINING WALL _,� BUILDING EXISTING TREE LINE — FEMA FLOODPLAIN BOUNDARY ------------ I_0D LOD LIMITS OF DISTURBANCE SF SILT FENCE SSF SUPER SILT FENCE — PAVEMENT LINE, SIDEWALK LINE CURB, CURB AND GUTTER 25.50tEX 25.50 SPOT ELEVATIONS 25 25 CONTOURS SA SANITARY SEWER -` STORM SEWER W W DOMESTIC WATER F F FIRE MAIN — UG UG GAS MAIN — — FM — FM SANITARY SEWER FORCE MAIN E E UNDERGROUND ELECTRIC — — OH — — OH OVERHEAD ELECTRIC — — UT UT UNDERGROUND TELEPHONE OT — — OT OVERHEAD TELEPHONE — — UD — — UD UNDERDRAIN FIRE HYDRANT DOUBLE CHECK VALVE ASSEMBLY �71 R.P. R.P- RED.PRESSURE BACKFLOW PREVENTER F PIV F POST INDICATOR VALVE WV VALVE 004 '9 SECTIONAL CONTROL VALVE N�7. SPRINKLER RISER '—' WATER METER PHONE/POWER POLE INLET FLARED END MITERED END FLUME ENDWALLS C_c - ®O P.P. UTILITY POLE �-� SINGLE LIGHT STANDARD (LIGHT POLE) DOUBLE LIGHT STANDARD (LIGHT POLE) POLE MOUNTED SECURITY CAMERA 0 TRANSFORMER VAULTS o STORM SEWER MANHOLE a ^= SANITARY SEWER MANHOLE CLEAN OUT E70 ELECTRICAL MANHOLE ST-1 Sr-1 DRAINAGE STRUCTURE LABEL S 1 S 1 SANITARY SEWER STRUCTURE LABEL © B-12 SOIL BORING DETAIL REFERENCE CIVIL ENGINEERING PLANS NWNA BUILDING REVISION AND SITE IMPROVEMENTS 7FPHYRHII I S FI �ill 7�II�llJi�i[�� JUNE 2612018 SITE INFORMATION DEVELOPMENT NAME: NWNA BUILDING REVISION AND SITE IMPROVEMENTS LANDSCAPE ARCHITECT: HASKELL ARCHITECTS AND ENGINEERS, P.A. ERIC W. LYCKE, R.L.A. FLORIDA R.L.A. # 1560 DEVELOPMENT ADDRESS: 4330 20TH STREET 111 RIVERSIDE AVENUE ZEPHYRHILLS, FL 33540 JACKSONVILLE, FLORIDA 32202 (904) 791-4581 PETITIONER: NESTLE WATERS NORTH AMERICA, INC. MICHAEL GUILMETTE CURRENT LAND USE: INDUSTRIAL 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 (972) 462-3630 PARCEL #: 13 26 210070 07400 0000 OWNER NAME: NESTLE WATERS NORTH AMERICA, INC INTENDED USE: INDUSTRIAL PO BOX 120029 STAMFORD, CT 06912-0029 GENERAL NOTES ZONING: LI (LIGHT INDUSTRIAL) 1. "PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL (AND MAINTAIN DURING ENGINEER: HASKELL ARCHITECTS AND ENGINEERS, P.A. CONSTRUCTION) ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE JOSHUA R. HOUGH, P.E. FINISHED FLOOR ELEV.: 84,67 SITE." FLORIDA P.E. # 72289 A111 RIVERSIDEAVENUE 2. "CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT" JACKSONVILLE, FLORIDA 32202 TOTAL SITE AREA: 45.79 AC CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET (904) 791-4744 STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING, ETC. RECORD DRAWINGS SHALL BE PROVIDED TO DISTURBED AREA: 0.56 AC THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION." G RCPI #3 E RCPI #2 r D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 JRH 04/30/2018 JRH 03/30/2018 J ADDENDUM #3 JRH 06/22/2018 JRH 03/16/2018 1 RCPI #4 JRH 06/22/2018 JRH 02/15/2018 H ADDENDUM #2 KJC 05l16/2018 DRN. REV. DATE REV. REVISION DESCRIPTION DIRK REV. DATE REV. REVISION DESCRIPTION 7 0 6 1 5 HASKELL The Haskell Company 1 I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 DRN. REV. DATE °� 3401007 4 IN VICINITY MAP SCALE 1" = 3000' CIVIL SHEET INDEX Sheet Number Sheet Title C-001 COVER SHEET C-003 OVERALL SITE PLAN C-101 EXISTING CONDITIONS PLAN 1 111, C-121 I NORTH GEOMETRY PLAN C-131 UTILITY PLAN C-141 NORTH GRADING & DRAINAGE PLAN C-170 1MPERSVIOUS SUMMARY PLAN C-520 GEOMETRY DETAILS C-521 GEOMETRY DETAILS C-522 GEOMETRY DETAILS C-523 GEOMETRY DETAILS C-530 UTILITY DETAILS C-531 UTILITY DETAILS - PUMP STATION C-560 EROSION & SEDIMENT CONTROL DETAILS L-121 LANDSCAPE PLAN L-520 LANDSCAPE DETAILS D� of v` �=- JOlw 1�(fiGl P.E. q P ZS` a® WAREHOUSE EXPANSION COVERSHEET logo ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA NORTH AMERICA rM Infamation cwwtobW an this d001Ni1ant N Ow ads pvpwty of NONA SIZE S MET NO: REV NO. CORPORATE ENGINEERING OFFICE and may not be coPbd or disdowd to otbo unkm augmtod by Nam' _ O O 1322 CRESTSIDE DRIVE, SUITE 100 DAM D.M.: VwC yO&E. COPPELL, TEXAS 75019 3 2 1 c I W rn C 0 O N r U O O O co N E O n N G RCPI #3 JRH 04/30/2018 J ADDENDUM #3 JRH 06/26/2018 E RCPI#2 JRH 03/30/2018 1 RCPI #4 JRH 06/22/2018 D RCPI JRH 03/16/2018 H ADDENDUM #2 KJC 05/16/2018 B CIVIL PERMIT ISSUE JRH 02/15/2018 5 FO #5 KJC 05/01/2018 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. I REV. DATE REV. 8 7 6 REVISION DESCRIPTION 5 4$11111, HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 I 'Lr" 0 DESIGN FM 3401007 CON7ROL NO.: PTestle NORTH AMFRICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA 7h* lnfwmat%n oontobW an thk dooument M th• aob of NWA and may not be oopMd or I li n d to othrra unlace by NW& DA1E D.M.: VWCI SCALE NORTH GEOMETRY PLAN C-121 REV. NO. IC C 0 a --- -. -- -I I I -l-] -I -. -- - 11 - - -T- I T--- F-F- I _ -I Q Q N m Q cM co N 00 O N O N N C Z3 C 0 N C LL r c") r U 0 O 0 d' co N C N U— C V 0 8 7 6 5 4 3 2 1 . Ln y M- X , �.a to- -B2 CONNECT 1 112" FORCEMAIN TO EXISTING CITY MANHOLE -53polo f n p 7 -5- w --f"FE N S lwfj 60 "� ".� • .,�-° ..��--°- .�--.�. ..�-� � _,.�.----'"` —,��- �,.,.� �.,-y--� FMB �--- .. .,,.--�"" i 1 _. { r _w p P N may. iow ,.,,..•..^"' ..e-^^°'..-n<'-:-: .,..--_-".. Wes,.... ..,� _••' ''"µW € _ #- `t�. I i I � `�,--,.,.� w.. •,-.�'- ram' ..��. .�.�. "`�.,, .� � .,.�._,e w .,�'"`� ,. � �'' .,�..., �� a� pF -�.e- • e �, ��__.. ,✓� �.._ _..��. � - 9 X I 1 s i t#HL' 9ttl U-bJ2 '2 RE G RCPI #3 JRH 04/30/2018 J ADDENDUM #3 JRH 06/26/2018 lCompaeWaters HASKELL The Riverside IIIRiversideAvenue Phone# (904)79145002 _ _ NORTH AMERICA CORPORATE ENGINEERING OFFICE 322COPPELL, TEXASCRESTSIDE '7soisE'ao WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA UTILITY PLAN E RCPI #2 JRH 03/30/2018 I RCPI #4 JRH 06/22/2018 D RCPI JRH 03/16/2018 H ADDENDUM #2 KJC 05/16/2018 B CIVIL PERMIT ISSUE JRH 02/15/2018 5 FO #5 KJC 05J01 /2018 The Information owtolned on this document b the e01e of NWNA and may not be �P� w' disclosed to ob ws unbss a�by NWA SIDE D SHEET N0.: C-131 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DAIS DRAW'- DESIGN NQ; 3401007 DATE- o.Y.: C sCALE 8 7 6 1 5 4 3 2 1 u C 1V CL Q_ U) a m 0- O N N co o N CO N N C 0 C 0) 0 O O T_ O IT co N LL m DENSE WOODS A G RCPI #3 E RCPI#2 D RCPI B CIVIL PERMIT ISSUE REV. REVISION DESCRIPTION 8 7 6 5 4 3 2 1 B(2 r p,\j BID 81.4 S AYVI EDGE AND EXTEND SIDEWALK AS SHOWN I X61.642 / ( ` — — — — \ MATCH EXISTING I /� /77 OHE 1 823 -- = =---- =_---______ X - zu, wl RUCK GATE / /F C� > LACED I Q� z I EXISTING I �<LU z HEAVY-DUTYASPHA xX PAVEMENT L N Q / > I RAMP DOWN Ap / �- 1 :1 MAXI 4 / I' EXISTING TYPE C INLET ' + \ x / �� GRATE EL 80.30 INV 77.50 (N) 11 �� &� (D45.72' -ABT, INC. POLYDRAIN MATCH EXISTING PA �/E NT �'`� /le i w� oI o MATCH EXISTING PAVEMENT SYSTEMS TRENCH DRAIN EXISTING GATE VA ;.� TO BE AD�STED 82.4 N. "I . • �� �,.,' f _ U_ I1P P Ji OTOP=80.61 ., ...:.., ,., _...�....:. .....-. INV=75.75' I82.5I I / I I ' ASPHALT PARKING 1 I � % I JRH 04/30/2018 J ADDENDUM #3 JRH 03/30/2018 1 RCPI #4 JRH 03/16/2018 H ADDENDUM #2 JRH 02/15/2018 5 FO #5 DRN. REV. DATE REV. REVISION DESCRIPTION 7 6 1­82.00 TOP WET WELL & METER BOX / I JRH 06/26/2018 JRH 06/22/2018 KJC 05/16/2018 KJC 05/01/2018 DRN. I REV. DATE I REV. REVISION DESCRIPTION 5 C GRATE ELEV = 80.30 © ABT, INC. POLYDRAIN SYSTEMS 2610 CATCH BASIN GRATE ELEV = 80.30 INV OUT = 76.30 © 6.53- ABT, INC. POLYDRAIN SYSTEMS TRENCH DRAIN GRATE ELEV = 80.30 co OD 20' -12" SCHED. 40 PVC @ 0.50% (2) 66' - 8" SCHED. 40 PVC ROOF DRAIN 0 15" x 15" x 8" WYE & 12" x 15" INCREASER INV ELEV = 76.20 © 82' -15" SCHED. 40 PVC @ 0.50% CORE INTO SIDE OF STORM INLET AND CONNECT 15" PVC PIPE TO B STRUCTURE W/ WATER -TIGHT BOOT INV ELEV = 75.79 1/ HASKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904) 791-4500 DRN. I REV. DATE I ORAII t MON FM 3401007 CON1RIX NO.: 4 Nes NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 sunshinela- Call 811 or www.sunshine811.corn two full business days before digging to have utilities located and marked - Check positive response codes before you dig' WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information contdned an this document N the ad* pvpwty of NINNA and may not be **led or dMclossd to oblem unless ouldwind by NWA. DA1E D.M.: VWC SCAM- 2 101 0 20 40 Lr%==r= CIVIL ENGUgI ,,Ro, s �Y� AA'j . eyd=sa3�Skkk'S"�" REG. NO. 72289 NORTH GRADING & DRAINAGE PLAN SIZE SHEET NO., D C-141 1 8 7 19 5 flj 3 2 1 1 C I c IV Q. Q. U) m Q N N 00 0 N Q0 N N c c 0 '0 +u N C a 0) 0 co U 0 O r 0 co E cu c N n ci X DETAIL NOT TO SCALE C2 DETAIL NOT TO SCALE C3 X DETAIL NOT TO SCALE C4 X DETAIL NOT TO SCALE 191 LIMITS OF ASPHALT PAVEMENT REMOVAL 24" x 24" x 8" RIM EL = 83.59 .. t _.. EXISTING VALVE BOX WXj r c MATCH EXISTING ADJUST AS SHOWN x FULL DEPTH ASPHALT SAWCUT REDUCER BUSHING ASPHALT CONCRETE REPLACEMENT TO MATCH EXISTING ASPHALT z 2" x 1 2' SCHEDULE 40 PVC EXISTING SANITARY _ e SEWER MANHOLE 4 45° BE M ND " .. ... - L-8059 ,. = - U - - FORCEMAINKOR N SEAL FLE;XIBL PIPE BOOT 2 11 PE PIPE E ° i s : ' a _ INSTALL PER MANUFACTURERS RECOMMENDATIONS d. CC)II ,a TRANSITION COUPLING - 1 �' SHEDULE 40 PVC TO w.. 1 2' DR 11 PE PIPE 4" SCHEDULE 40 PVC 4,000 P.S.I. CONCRETE PAD a „ . WITH 2 #3 BARS CONT. VALVE BOXES LOCATED IN SIDEWALK AND CROSS WALK AREAS SHALL MEET ADA STANDARDS FOR VERTICAL CHANGE IN LEVEL (SECTION 303.2) OF 1/4" MAXIMUM AS INDICATED ABOVE. CONCRETE FLUSH WITH TOP IS PREFERRED. B 1 I EXISTING GATE VALVE &BOX ADJUSTMENT W/CONCRETE COLLAR DETAIL I NOT TO SCALE °VC BELL JOINT TEE E PLAIN ENE PVC RESTRAINED BELL JOINT v L ANGLE OF DIRECTION CHANGE UPPER BEND LOWED ANGLE OF DIRECTION CHANGE L \/FRTIrAI OFF.qFT Ilk lit L ANGLE DIRECTION CHANGE HORIZONTAL BENDS FLOW PLAIN END O PVC BELL RING O SECTIONS Al MECHANICAL RESTRAINT LENGTHS AND DETAILS DETAIL NOT TO SCALE G RCPI #3 JRH 04/30/2018 E RCPI #2 JRH 03/30/2018 D RCPI JRH 03/16/2018 J ADDENDUM #3 B CIVIL PERMIT ISSUE JRH 02/15/2018 I RCPI #4 REV. REVISION DESCRIPTION DRN. REV. DATE REV. 8 7 REDUCER COUPLING 4" x 2" SCHEDULE 40 PVC B2 FORCE MAIN CONNECTION TO EXISTING MANHOLE DETAIL I NOT TO SCALE L FLOW REDUCER* EL=77.92� 45° BEND MECHANICAL JOINT SLEEVES FOR DISSIMILAR PIPE MATERIALS RUN L M.J. D.I.P. FITTINGS * * ** FLOW TEES TEE BOLT �� RUN NOTES: DEAD END 1. ALL FITTINGS MUST BE RESTRAINED BY ONE OF THE FOLLOWING METHODS. 1.1. MECHANICAL RESTRAINERS AT FITTINGS AND ADJACENT TO A LENGTH AS SPECIFIED ON THE FOLLOWING CHART. 1.2, TIE RODS AT FITTINGS THROUGH JOINTS TO A LENGTH AS SPECIFIED IN CHART TABLE ASSUMPTIONS ** ** 2. PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150 P.S.I., 3' BURY DEPTH, TO TOP OF PIPE, BRANCH ON TEE IS 1 SIZE SMALLER THAN RUN OF TEE SIZE AND 20' THRUST = P 0 nwww► THRUST = P OF PIPE IS INSTALLED PAST THE TEE ON THE RUN SIDE. 3. VERTICAL OFFSETS ARE 3DEEP ON TOP AND 8' DEEP ON BOTTOM. RESTRAINED MECHANICAL JOINT IN LINE VALVE 4. REDUCERS ARE CALCULATED FOR SIZE REDUCTION. 5. ALL OTHER CONDITIONS WILL REQUIRE ADDITIONAL CALCULATIONS. EXISTING 8" PVC INV EL 76.59 TYPICAL PROFILE BELL JOINT TO PLAIN END WITH MECHANICAL RESTRAINERS TYPICAL PROFILE* MECHANICAL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS MIN. LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING W W W U) W > CL W d J W Q W W Z p Z J Q a_C) d= H= � W z m Inz z �O LLC7 LU N� N J J Q W O] W 07 Cn Cf) C `% W Z Lei Z Ll LU O Ej5 of W � J J W U_ J W Z 0 W O O ¢ FW- IL W (QC W O W N N Z z _, E of O cL O O O ¢ Q U_ O F-; O Z O z z >= W N O O NN NO w C7 C7 0 (D O N O O O Lc) W _N N W LU W C' J N J Of J 4 2 4 7 18 20-RUN 1-BRANCH 39 16/3 8/1 N/A 6 2 5 10 25 20-RUN 1-BRANCH 55 23/4 11/2 28 8 3 6 13 32 20-RUN 1-BRANCH 72 30/5 1413 30 10 4 8 16 38 20-RUN 1-BRANCH 86 36/6 17/3 29 12 4 9 19 45 102 4218 20/4 :50:1 HASKELL The Haskell Company I I I Riverside Avenue JRH 06/26/2018 Jacksonville, Florida 32202 Phone # (904)791-4500 JRH 06/22/2018 REVISION DESCRIPTION DRN. REV. DATE V. REVISION DESCRIPTION DRN. REV. DATE I °RAVM' DE M RRM 3401007 caNiRa Ha: 6 5 4 NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 B4 X DETAIL NOT TO SCALE PLUG O ' } d'. 'e .a ^ Ab d INU I tJ: 1. CONCRETE SHALL BEAR AGAINST UNDISTURBED EARTHZ. = ° S ATE F THRUST BLOCKS DETAIL DETAIL NOT TO SCALE WAREHOUSE EXPANSION UTILITY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA rop�ty wW oopW or�diodorod to oUMrrMwda� aufharWd by W4& of NOM SIB SHEET Mill: REV. N0. �► Dom.: vwc SCNF: D C- 530 2 1 SIZE OF PIPE, IN. 6 8 10 12 14 CONC. REQ'D.,CU,FT. 4.5 8 12 24 32 DIMENSION "X", IN. 18 18 18 24 24 DIMENSION "Y", IN. 24 30 42 48 54 8 I 7 i DESIGN AND COMPLIANCE NOTES 1. SYSTEM SPECIFIED ON THIS PAGE COMPLIES WITH THE FOLLOWING REFERENCE STANDARDS: • FLORIDA ADMINISTRATIVE CODE (FAC) CHAPTER 62-604 "COLLECTION SYSTEMS AND TRANSMISSION FACILITIES" AND ALL RELATED AND CROSS REFERENCED STANDARDS • NFPA 820 • RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES (TEN STATES STANDARDS). 2. WET WELL TOP AND CONTROLS MUST BE APPROPRIATELY LOCATED ABOVE THE 25 YEAR AND 100 YEAR FLOOD ELEVATIONS, RESPECTIVELY, PER F.A.C. 62-604.400(2)(e). SEWAGE GRINDER PUMP STATION SPECIFICATIONS 1. FURNISH AND INSTALL SPECIFIED SUBMERSIBLE GRINDER PUMP AS SUPPLIED BY SOUTHEASTERN PUMP. (800)688-5927 2. OIL FILLED MOTOR DESIGN FOR SEWAGE APPLICATION WITH EITHER NEMA B OR NEMA F INSULATION VALUES 3. WET WELL SHALL BE H2O LOAD RATED FIBERGLASS REINFORCED POLYESTER (FRP) MANUFACTURED BY LF MANUFACTURING TO WITHSTAND HIGH GROUND WATER CONDITIONS. WET WELL SHALL ALSO BE SUPPLIED WITH SERIAL NUMBER TO BE UNIQUELY IDENTIFIED. 4. ALUMINUM HATCH SHALL BE REINFORCED FOR 300 LBS/FT LOAD RATING WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE, AND STAINLESS STEEL HARDWARE. 5. BASIN ASSEMBLY TO INCLUDE SCH 80 PVC DISCHARGE PIPING 6. THE FOLLOWING COMPONENTS SHALL BE 304 STAINLESS STEEL: GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE RACK, AND LIFTING CHAINS. THESE COMPONENTS SHALL BE INSTALLED BY SOUTHEASTERN PUMP PRIOR TO DELIVERY OF FIBERGLASS BASIN PACKAGE/ASSEMBLY. 7. FLOAT SWITCHES SHALL BE MANUFACTURED BY ANCHOR SCIENTIFIC 8. CONTRACTOR SHALL FURNISH ZOELLER MODEL 7011 REVERSIBLE GRINDER PIMP(S) AS SPECIFIED HEREIN. THE SUBMERSIBLE PUMP SHALL BE CAPABLE OF HANDLING SEWAGE AND GRINDING IT INTO FINE SLURRY ENABLING IT TO BE PUMPED OVER LONG DISTANCES IN PIPELINES AS SMALL AS 1.25" DIAMETER. THE PUMP SHALL BE BI-DIRECTIONAL AS TO ALLOW THE MOTOR TO OPERATE IN EITHER DIRECTION THEREBY ENABLING THE CUTTER BLADES TO CHANGE THEIR ROTATION DIRECTION WITH EACH DUTY CYCLE. THIS ACTION INITIATED BY THE CONTROL PANEL WILL EXTEND THE EFFECTIVE SERVICE LIFE OF THE CUTTER MECHANISM PLUS ELIMINATE CLOGS AND JAMS IN THE PUMP HOUSING. SINGLE DIRECTION DESIGNS SHALL NOT BE CONSIDERED EQUAL CONTROL PANEL PER DEP REQUIREMENTS: B 1. CONTROL PANEL SHALL BE LISTED UL 508 OR UL 698A FOR OPERATION MOTORS LOCATED WITHIN CLASS 1 GROUP D LOCATIONS AS SUPPLIED BY SOUTHEASTERN PUMP. (800)688-5927 2. GENERATOR RECEPTACLE FOR EMERGENCY POWER CONNECTION WITH MECHANICAL INTERLOCK TO PREVENT NORMAL AND EMERGENCY MAIN BREAKERS BEING ENERGIZED AT THE SAME TIME 3. CONTROL PANEL TO INCLUDE LIGHTNING ARRESTOR OR SURGE PROTECTOR IN ACCORDANCE WITH F.A.C. CHAPTER 62-604.400(2)(b) 4. BATTERY BACKUP ON H.W.A. WITH MANUAL RESET. 5. VOLTAGE MONITOR SHALL BE SUPPLIED FOR SINGLE PHASE SERVICE 6. A PHASE MONITOR SHALL BE SUPPLIED FOR 3 PHASE SERVICE 7. CONTACTORS AND OVERLOADS SHALL BE RATED PER IEC STANDARDS AND PROPERLY SIZED PER THE MOTOR REQUIREMENTS. CONTACTORS SHALL PROVIDE FOR SAFE TOUCH POWER AND CONTROL TERMINALS 8. GREEN PILOT LIGHTS SHALL ILLUMINATE EACH TIME THE MOTOR IS RUNNING 9. EACH PUMP SHALL HAVE AN ELAPSED TIME METER TO RECORD ACCUMULATED RUN TIME 10. A DUPLEX GFI RECEPTACLE SHALL BE SUPPLIED AND MOUNTED ON THE INNER DOOR J ADDENDUM #3 H ADDENDUM #2 REV. REVISION DESCRIPTION 8 JRH 06/26/2018 KJC 05/16/2018 DRN. REV. DATE REif. 7 CONTROL PANEL 3 EA. - 2 INCH SCH80 PVC CONDUIT � 0 V i2I-in.- INLET SHIPPED LOOSE FOR FIELD INSTALLATION B C H D E F G� DUPLEX LIFT STATI N DETAIL (NOT TO S L E) 30" W x 32" L x 24" H FIBERGLASS METER BOX W/ ALUMINUM COVER 2 67' v (COVER NOT SHOWN) MODEL NO. C1R STAINLESS STEEL ALUMINUM COVER WITH 6-HOOK CABLE RACK HINGED ACCESS DOOR (300 PSF RATED) STAINLESS STEEL PUMP PADLOCKABLE LIFTING CHAIN TOP ELEV (AS SHOWN ON PLANS) I_ 18" VALVE W GRINDER PUMP I _. _ ..-- ._ , , . _..,FIED BY ENGINEER CONCRETE BALLAST REQUIRED 0.60 Cu Yds NOTE: FIBERGLASS FILLET (48" DIA. WET WELL AND LARGER ONLY) 2 INCH DISCHARGE\\- SCH 80 PVC CHECK VALVE - 304 SS GUIDE RAIL PIPE FIBERGLASS WET WELL MATERIAL ANTI -FLOTATION COLLAR SOUTHEASTERN PUMP Pompano Beach (800) 396-4182 Tampa (800) 688_5927 Jacksonville (904) 425-6931 2" ULTRA MAG ELECTROMAGNETIC FLOW METER 45° BEND �- PROVIDE ADJUSTABLE STAINLESS STEEL METER SUPPORT STAND FIELD INSTALL 2" DRAIN LINE W/ TRAP FROM METER BOX TO WET WELL REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 6 5 2" SCHED 1 2" PE 80 PVC 4710 DR11 45' BEND REDUCER PVC TO PE COUPLING CRITICAL DIMENSIONS & ELEVATIONS A TOP OF WET WELL 82.00 ft. B INFLUENT PIPE INVERT 78.67 ft. C HIGH WATER ALARM "ON" 78.67 ft. D LAG PUMP "ON" 77.95 ft. E LEAD PUMP "ON" 77.95 ft. F ALL PUMPS "OFF" 77.00 ft. G WET WELL FLOOR 76.00 ft. H WET WELL DEPTH 6.00 ft. I WET WELL DIAMETER 36 inch VALVE BOX DEPTH VALVE BOX WIDTH VALVE BOX LENGTH M MINIMUM CLEARANCE BETWEEN PUMPS 00.00 ft. N DISTANCE BETWEEN DISCHARGE PIPES 00.00 ft. CONCRETE BALLAST REQUIRED Cu Yds DISCHARGE PIPE SIZE 2 inch INFLUENT PIPE DIAMETER & TYPE Verify DISCHARGE PIPE DEPTH (THROUGH VALVE PIT) 18 IN. BOTTOM OF PANEL (ABOVE GRADE) 30 36 inches HA,SKELL The Haskell Company I I I Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 DRN. REV. DATE DRAWN: DESIGN FIRM cM7ROL NO.: 4 1 I I _ I I 1 , I I I e I 2 �1 LITERS t t t t 410 $(1 720 160 FLOW PER MIND NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 PANEL MATERIAL ❑ 4;4�� 01 STAINLESS STEEL VOLTAGE/PHASE ❑ - 460v ❑ 3 Phase FLA XX OPTIONAL J-BOX YES NO J-BOX MATERIAL ❑ FIBERGLASS ❑ STAINLESS STEEL N [IT E 1 E P OTE G7ID N 1 EVI'L:E I-Q E 13 LOOSE KITH PIAINEL A NO T❑ RE H11104TED ❑UT [T E EE THE RWAEL BY 01 :� I PUMP PERFORMANCE CHARACTERISTICS GPM: 18.3 TDH (ft). %; PUMP HP: 2 HP CABLE LENGTH: 36 FT. ELECTRICAL SERVICE: 200-208- -��',1,0--240-- C460 0 4-PHA- E­ <OR> 3 PHASE PUMP MANUFACTURER: ZOELLER cdIhe� �,`F ESQ �• cG •^� �'.. '7 �4_ 1 OF 4jV_ R P�dddPPd . 6tt1iLA'64 R i�t'H.. 72289 WAREHOUSE EXPANSION UTILITY DETAILS ZEPHYRHILLS` NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The Information oontaineQ 'pn this document is the ode Property of NWNA SIZE SHEET NO.: REV. NO. and may not be copied of °disclosed to others union authorized by NWNA. DATE: o; Vwc D C- 531 2 1 SYSTEM CURVE FLOW (gpm) TDH PUMP'ON' (ft) TDH PUMP 'OFF' (ft) AVG TDH (ft) 10 10.5 11.4 11.0 15 19.3 20.3 19.8 20 30.8 31.8 31.3 25 44.9 45.8 45.4 30 61.4 62.3 61.9 C 3401007C-531.pdf 14:56:14 06/26/2018 _T-_ I