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A I B , C , D , E I F , G , H 10 1 2 a O tZ Ouj w w� °tea a= ~W 3 02 OW z oa za Lou: 0 zz 00 w - WTI zz 0 0 ow � U 0� x0 za 4 wW mm OZ u- W w �O U no w to - m Y FO U wW z g _ z wO w 5 �Q O� O z - Z0 O ¢ - Z Y WCO ~ W � J O w 0 z 53 aW z El 6 w w= o� as om Y U �m w 2 CO - m= U co a. a0 a� w a a0 w W N 7 5 w0� cwn 00 -zz w co �o z� 7d= �o ~o o 1w- z 8 U ~ U � zO f5o w¢ W U w w G x0 - O� W N 0 z Q U z_ O a oW 9 m= 1-0 - 10 GENERAL NOTES: 1. REFER TO SHEET 6004-CN-01-001 & 6004-CN-01-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. EXISTING UTILITY LINEWORK IS APPROXIMATE. REFER TO REFERENCED DATA NOTE 2 ON SHEET 6004-CN-01-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. REFERENCES TO LEGACY INFORMATION AND ELEVATIONS HAVE BEEN CONVERTED TO NAVD88 ELEVATIONS TO ALIGN WITH THIS PROJECTS COORDINATE SYSTEM. 4. REFER TO UTILITY PLANS FOR EXISTING AND PROPOSED UNDERGROUND PIPE SIZES 5. REFER TO THE WAREHOUSE EXPANSION PLANS FOR INFORMATION RELATED TO THE FUTURE EXPANSION TO THE NORTH SIDE OF THE EXISTING BUILDING. 90 90 w � w ; p w O N �m Z F- Z _ W U W 0 Ix Z W �_- 2 EXISTING GRADE w U W : U) - Iry ° - 85 - cn z°- ? UW °oMo o - — — 85 W w o. a z N Z •o.: ... .� ��. '� gn. ...tea.,-. . ... ......... .................. ..... CO Q PROPOSED GRADE H N T 0 W N � F- Z Z Z : : ---=---- -- --- -----� N 00 Z--------- -- `n r O — --------------�- —�_ � 80 av)�� 80 ...... .................... ................... ... ....... ..... .................... ............. .................... ..............\... ................... ...... 30" STORM 421.20 LF @ 0.33% : 30" STORM / 191.53 LF @ 0.33% ` / 30" END SECTION 7 75 STA. 0+17.25 75 INV. 77.80 .................. .................................................. 30" END SECTION STA. 6+30.00 72 : : : : : : INV.75.78 : 72 Q! O t� °D O m Os 00 In N N O O ei m O CD O N cY f� O O 1� th O O� O 4,1 N tti t0 N 2 tIp 1l. tC � °o °0 O to O r- a? Rcn tr� 2 A N °0 cn� N Cf N q Ch N v� ep m N M ul v O v O � r- 9 00 00 W co co 00 co Go Go co Go 40 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+60 30" STORM DRAIN PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' 90 1 1 1 1 1 1 1 _ 1 90 w w .. F- st 0 w Z Iw- z T J d W U w Z !r uwi z a w v cwn 85 g : EXISTING GRADE co z nw. z 0 W p W N 00 -a Q za m 85 ;... .... :.. ......... ........ ... .............. ......... p ' oC g a a co Z I' PROPOSED GRADE Iw- CO -00 ry W N bo 00 Z Z +Qcn Q zp U N-- -- - r��Z p— --- --��_ aci)~�� OMz� '�+Q QQO a�z a_ (1) � Q OQO 80 36" STORM 416.28 LF @ 0.33% 36" STORM 188.60 LF @ 0.35% 36" END SECTION 75 STA. 0+17.25 INV. 77.80................................ ..................... , ............................................................. ........................... ................... ............... ..................... .......... ... ............. ............................................................... .................... ..................... ................... ........... . • 36" END SECTION STA. 6+22.14 INV. 75.78 72 O O N Ch N t>, O 1� O to CO O ctpp CO t0 't I� t� N OR H. co 1� r• °o O r" °D C+> CC) N � M 0) �? N N trj N N O �- N O� O Q O� �- f� .- tD <! N ? N CM 1w N N N tt) Of I� O to :9 tt! t'7 CV °o O N tV tt) N tV °o CID N CV O N CV aD co N co CV O tV Cti °o O N ri °D co tV trj 00 °D N th O tV t+j 00 °D N M CID N M 00 tb 00 th t7p M °o tIp ch t+'j 00 O CM th °o °0 M tID ri W C+� °o co 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 36" STORM DRAIN PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' 0 ISSUED FOR PERMIT 12/16/22 ALY ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE lop- ROQ4,51-s/ 0 .� ro 67114 Ir �'. STATE OF �%•41 O '•,12�15/2022 A-4 .o 10NAL ��1fl1.1i111� NArr000 ❑oo MERRICIC ❑0 W�MW�`7UM� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED 4 i f ..................................... 72 1 2 3 0 5 7 6+50 6+60 8 0 20 40 HORIZONTAL (ft) TITLE: BLUE TRITON ZEPHYRHILLS CIVIL STORM DRAIN EQUALIZER PIPE PROFILES REVISION: DRAWING NO.: SHEET NO.: 0 6004-CG-01-003 1 OF 1 tit 10 F_1 0 C n C F G 11 J