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HomeMy WebLinkAbout7th AveDRAWING NO. Index To Drawings DESCRIPTION KEY/COVER SHEET 2 GENERAL NOTES 3 EXISTING SITE SURVEY 4 SITE PLAN 5-6 CROSS SECTIONS 7 PUMP STATION AREA GRADING PLAN 8 PUMP STATION DETAILS 9-10 CONSTRUCTION DETAILS REVISIONS I 0 N N CITY OF PHYRHI S STORMWAT R POND IMPROVEMENTS r+enry Dir J me" A-ve If Easy Ave L Ix m ' lFAII Ave r r Naomi d a 0119 a ip- t Ns r .3th Ave LOCATION OF PROJECT Henry O 43 €+7 � .fir North Ave Elyn Or 5 Syc9more Ln L J 94h Ave 81h Ave Ath Ave zn 7heths [fir �t T4rr Ave r tip, Tih Ave i tth Ave OaksidL Cemetery Alh Ave ' �0. y F11h Ave Up, " � Pare - :xxifh Ave 91 Akj= [n u9 AA, C L) ` fR J. a s t 2Ih Ave 11 th rive v a LA i CAll Ave 'loth Aw h Ave .Ah Ave 6� Asp Chi Ave r )� sn Paris fiEF a€h. Avecn 50 Ave u9 � 92 4'lti AveMantle Df . n Ave � . f fir Gdh Ave t st A,I Dr v South Ave - A Ave L Avis � Aeae? VICINITY MAP APRIL 2010 PREPARED BY: Cute Ave m 9) O { T, ZacpIsyrhif{s Municipal AfrWort THE LPA GROUP INCORPORATED Transportation Consultants ATLANTA •BATON ROUGE e CHARLESTON •CHARLOTTE CHICAGO COLUMBIA GREENSBORO 9 JACKSONVILLE 9 KNOXVILLE MOBILE •MYRTLE BEACH e ORLANDO RALEIGH o RICHMOND 9 SARASOTA TALLAHASSEE TAMPA •WEST PALM BEACH IERCE WEST PALM BEACH FT LAUDERDALE dIAMI THE LPA GROUP TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 4009 TAMPA9 FLORIDA 53614 (8I3) 889-3892 CORPORATE LICENSE NUMBER 00004307 Know what's below. Call before you dig. ENGINEER OF ROBERTS. IVY, P. RECORD: O,.••• •.• } DATE: P.E. NO.: 50484 No. 504M _(a_10 STATE OF 4 1101 •• CHECKED BY: I -- Try -T---I - 0 0 Ln GENERAL NO TE CONSTRUCTION SPECIFICATIONS CONSTRUCTION OF PROJECT SHALL FOLLOW FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION9 LATEST EDI TION9 UNLESS OTHERWISE STATED WITHIN THE PLANS. CONCRETE ALL CONCRETE SHALL MEET MINIMUM 28 DAY STRENGTH OF 4000 PSI. CONCRETE JOINTS IN ALL AREAS WHERE NEW CONCRETE MEETS EXISTING9 3/ " EXPANSION JOINTS SHALL BE CONSTRUCTED MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 522-5J. WATER VALVES WATER VALVES WILL BE ADJUSTED BY THE CONTRACTOR TO BE FLUSH WITH TOP OF NEW GRADES9 AS NECESSARY. CONTRACTOR TO COORDINATE WITH CITY OF ZEPHYRHILLS PRIOR TO PERFORMING WORK CONCRE TE EDGES ALL CONCRETE EDGES SHALL BE HAND TOOLED (1/2" RADIUS). MAINTENANCE OF TRAFFIC CONTRACTOR SHALL PROVIDE PERMANENT CONSTRUCTION SIGNS IN ADVANCE OF ALL WORK TO ALERT MOTORISTS OF CONSTRUCTION ACTIVITIES. FLAGMEN9 BARRICADES9 CONES9 AND ADDITIONAL WARNING SIGNS WILL BE REQUIRED DURING DAILY OPERATIONS. CONTRACTOR SHALL ADHERE TO THE STANDARDS OF SECTION l00 OF THE FDOT STANDARD SPECIFICATIONS AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AS PUBLISHED BY THE FHWA. ENGINEER RESERVES THE RIGHT TO SUSPEND CONSTRUCTION ACTIVITIES IF DEEMED UNSAFE. CONSTRUCTION ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION9 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION9 2007 EDITION9 AND DESIGN STANDARDS9 DATED 20089 BOOK OF STANDARD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING STRUCTURES9 SIGNS9 UTILITIES, LANDSCAPING AND PAVEMENTS. ANY DAMAGE TO THESE ITEMS CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO DIGGING. MAINTENANCE AND CLEAN UP THE CONTRACTOR SHALL KEEP THE SITE NEAT AND CLEAN AS CONSTRUCTION CONTINUES. ALL RUBBISH9 WASTE MATERIAL9 AND UNNECESSARY CONSTRUCTION EQUIPMENT SHALL BE REMOVED FROM THE SITE AT THE END OF EACH DAY. WATER SHALL BE AVAILABLE AT ALL TIMES TO CONTROL DUST. CONSTRUCTION SHALL BE ACCOMPLISHED SO THAT THE PUBLIC AND BUSINESS OWNERS WILL BE INCONVENIENCED AS LITTLE AS POSSIBLE. ALL DROP OFFS9 OPEN EXCAVATIONS AND UNFINISHED SIDEWALK AREAS SHALL BE BARRICADED WITH SAFETY FENCE OR AN APPROVED EQUAL. CLEARING AND GRUBBING ALL EXISTING TREES INSIDE THE FENCED ENCLOSURE BY THE OWNER. CONCRETE DRIVES SHALL BE REMOVED9 OR LEFT IN PLACE AS DIRECTED CONSTRUCT IN ACCORDANCE WITH CONSTRUCTION PLANS. EROSION CONTROL SILT FENCE SHALL BE PLACED IN ACCORDANCE WITH FDOT REQUIREMENTS AND PLACED IN AND AROUND BARE SOIL AREAS TO CONTROL SILT RUNOFF. SILT FENCE SHALL ALSO BE REQUIRED AROUND STOCKPILES OF SOIL AND AT THE TOE OF ANY FILL SLOPE. EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCESS MATERIAL EXCESS MATERIAL TO BE REMOVED FROM THE SITE SHALL BE STOCKPILED AT THE SITE AS DIRECTED BY THE OWNERS AND SHALL BE REMOVED FROM THE SITE BY THE OWNER DURING THE COURSE OF THE PROJECT. UTILITY INFORMA T ION UTILITY OWNER BRIGHT HOUSE NETWORKS — EAST PASCO 30432 SR 54 WESLEY CHAPELS FLORIDA 33543 PROGRESS ENERGY VERIZON FLORIDA INCORPORATED 1909 US HWY 3OI NORTH TAMPA9 FLORIDA 33619 TECO—PEOPLES GAS 1400 CHANNELSIDE DRIVE TAMPA9 FLORIDA 33605 CITY OF ZEPHYRHILLS WATERS SEWERS SANITATION ZEPHYRHILLS 9 FLORIDA CON TACT PERSON KATHY McDONALD 813-862-05229 EXT: 84402 CUSTOMER SERVICE CENTER I—800-700-8744 DAV I D W YNNS 8I3 —627 —8343 LUIS CASTELLANOS 8I3-275-3743 CUSTOMER SERVICE 813-780-00I5 THE IL LPA GROUP -- TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 Designer: Checked by. JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 Notes: REVISIONS No. Description Date By roject Name: STORMWATER POND IMPROVEMENTS ng Name: GENERAL NOTES jCE1V8�•.�' 5 sT�A' o� •.� ��'•�ORIOP'••: Know what's below. Call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 2 OF 10 Scale: Drawing Number: N/A 2 SURVEYOR'S NOTES 1. THIS IS A LIMITED SPECIFIC AREA TOPOGRAPHIC SURVEY TO AID IN-HOUSE CIVIL DESIGN. THE PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATIONS OF UTILITIES AND ELEVATIONSBETWEEN THE NORTHERLY EDGE OF PAVEMENT OF U.S. HIGHWAY 301, TO THE SOUTHERLY EDGE OF PAVEMENT OF 7TH STREET, WEST OF THE WESTERLY EDGE OF PAVEMENT OF 6TH AVENUE TO THE FACE OF THE AUTOZONE BUILDING. A BOUNDARY SURVEY COVERING THE TOPOGRAPHIC AREA WAS NOT PERFORMED AT THIS TIME. 2. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS. UNDERGROUND UTILITIES SHOWN HEREON ARE SHOWN PER ABOVE GROUND EVIDENCE AND/OR RECORD DRAWINGS OR MUNICIPAL ATLAS INFORMATION AND THE LOCATION OF ALL UNDERGROUND UTILITY LINES ARE APPROXIMATE ONLY. THIS DOCUMENT SHOULD NOT BE RELIED UPON FOR EXCAVATION OR CRITICAL DESIGN FUNCTIONS WITHOUT FIELD VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. UTILITIES OTHER THAN THOSE SHOWN HEREON MAY EXIST. J. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO OR PURSUED BY THE UNDERSIGNED OTHER THAN THOSE SHOWN HEREON. EASEMENTS OR RESTRICTIONS OF RECORD OTHER THAN THOSE SHOWN HEREON MAY EXIST. 4. KING ENGINEERING ASSOCIATES, INC. AND THE CERTIFYING LAND SURVEWYOR ACCEPT NO RESPONSIBILITY FOR RIGHTS -OF -WAY, EASEMENTS, RESTRICTIONS OF RECORD OR OTHER MATTERS AFFECTING TITLE TO LANDS SURVEYED OTHER THAN THOSE RECITED IN CURRENT DEED AND/OR OTHER INSTRUMENTS OF RECORD FURNISHED BY CLIENT. 5. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 6. ANY USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 7. NORTH SHOWN HEREON IS BASED ON AN ASSUMED DATUM. B. ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE BASED ON CONTROL STATION "S 106 1943", BEING A DISK FOUND IN CONCRETE, 0.4 MILES EAST ALONG 5TH AVENUE FROM THE POST OFFIC AT THE JUNCTION OF 5TH AVENUE AND 16TH STREET ELEVATION 90 26 FEET (NGVD 29) AND CONTROL STATION "U 106 RESET 1956 ", BEING A DISK FOUND IN CONCRETE, AT THE FLORIDA POWER CORPORATION SUBSTATION IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 21 EAST, ELEVATION 86.14 FEET (NGVD 29). �J Qw C3 Q 9. LAST DATE OF FIELD SURVEY. JUNE 17, 2008. Ott O� O 7TH STREET TBM-SET NAIL & DISK IN SIDEWALK "KING LB2610" W ELEV. = 86.58 (NGVD29) x I I N=290.9894 I ( I I co I I I E 137. 1546 I 1 I I �s L — — — — — — — — ----I--- — EDGE OF ASPHALT {- - - -----1---- b------------- — — — — — — ------ M. I 1 Q A I I I U.P. U.P. I j n r X X X X - X X TE I GENERA TOR� co I I AB-1 I I 13"CEDARf sea °' -,1 w �� I II _AB-3 co PUMP MP �� GRATE =_8_ 3.48�� o \ AB 2 0) PUMP�o° °GRATE=83.78 � O �vOQ0) AUTOZONE BSG N W I I I 0 W. M. T U. P. Q I Aw. V. OE OE 0 OE OE EDGE OF ASPHALT U.S. HIGHWAY 301 i I AB- I O I I I II EXIST. 18" CMP @ 7.75% SLOPES �I 1 �i INV. SW 81.84 II INV. NE 88.36 I Q OE OJ — — — THE IL LPA ZEPHYRHILLS GROUP 0 10 20 40 FIRE STATION TRANSPORTATION CONSULTANTS FINISHED FLOOR 4503 WOODLAND CORPORATE BLVD. EL. = 86.79 N SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 TBM-SET NAIL & DISK IN CURB INLET "KING LB2610" ELEV = 85.47 (NGV029) Designer Checked by. N=256.7281 JMA/RSI RSI/NKJ 00 E= 442. 7850 Technician: Project Number: JMA FTU2950053 �0) ° Io Notes: CO �m ZFic) �~°i � � --—I----�8�CM OE�J / O GATE x I L PUM ZZ HEADW�LL I S� \'- I GAP J I TOP= �5.40 I / �\ AO-4 I I I I CONCRETE 1 HEADWALL ( SUMP I I e-`JOP= 85.561 GRATE=81.33 I � I CONCRETE HEADWALL I STORMWATER I �! �� I TOP- 85.551 PRESSURE I \ I PIPE EXPOSED I \I I I GRATE 91.551 INV. NE 88.00 EXISTING SITE SURVEY I ICL W C I ix T 1 7' CHAIN LINK VX7ERT�LINE/PROJidCT AREA I PROPERTY UN P1 I i I I I i � I I I l I I J I I { I I � / OE OE of I 4 I NOTE: THIS SURVEY WAS PERFORMED BY KING ENGINEERING ASSOCIATES, INC. "LIMITED TOPOGRAPHIC SURVEY", DATED JUNE 17, 2008 AND SIGNED AND SEALED BY JOHN L. WABY, P.L.S., FLORIDA LICENSE-LS NO. 4270. SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA REVISIONS o. Description Date By I reject Name: STORMWATER POND IMPROVEMENTS rowing Name: EXISTING SITE SURVEY .•'• V10Ely8�••`- . CWd '••;�pRlop ..•� Know what's below. Call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 3 OF 10 Scale: Drawing Number: AS SHOWN 3 c N 0 c 0 c 0 0 c 0 L a� O i 0 U) c 0 c 0 0 Ln 0 0 Ln N ti -c L -c 0 ra 0 Ln TOP OF SLOPE AT EXIST. GROUND (TYP.) LIMITS OF CONSTRUCTION I AT 6'ICHAIN LINK I I FENCEISURROUNDINGIBASIN I TOP OF RAMP I � EL. = 87.50 P� Q <v v 0) . >\�'J o_ TBM—SET NAIL & DISK IN SIDEWALK "KING L82610" THE IL I LPA GROUP =_ TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 Designer: Checked by JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 Notes: , v 2: 1 UM1 -� L/\ 1 J 1 a l/VIYs I ILf1V I1l"1LL I ,�xn` I SE -IN -PLACE 4 cb I i I GRATE—83- U �`0 ( I I Dz HOADWALL o `� ii I I- I I PUMP I S TOP— 85I GRATE=83.78 .56 O Q O ., RATE=81.33 I I' I I I ( I o I I CONCRETE ERT TOP— 85.551V II HEADWALL KTIOEOF oI EL.=76.50 + I - SLOPE I STA. laI 00.00 ) I •-F.. RIP -RAP (TYP.EL.=78.00 II \= I II o OP OF ICUT SLOPE OPE SWALE @ 039x +56. 00o - I Z O °' I EL. =77.50 I N Sk� +00.00 I+50. 00 +00. 00 II+50.00 +00. 00 /0 EL.=77.83 ISTA. 9+70.00 • .=. . .=.. < I DGE OF PAVEMENT STA. 13+40.00 J lI - - •• I ( I i TOP OF CUT SLOPE I �• AUTOZOnIE BLOC I I I - I I s as°PROVIDE RIP -RAP PROTECTION AT '• I I J �J I REVISIONS Don ,r-l-r Q a C�l T RIF EX -POSED P I PE:: WRAP, ALL EXPOSED I ! .'` I 1 � 7 No. Description Date By Project Name: STORMWATER POND IMPROVEMENTS Drawing Name: SITE PLAN Know whars below. Call ief m you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 4 OF 10 Scale: Drawing Number: AS SHOWN 4 CL --- ---- -- - -- - --- -- - - - - - -- - --- - -- ------ --- - ---- -- - - - - -- - - --- -- - - - -- - - - - -- -- -- -- - -- - - - -- -- -- -- --- - --- --- - - -- - - ---- -- - - - -©- -- - - 40 Z Z � J J HORIZONTAL SCA V) (n 4 nor- i m m W W O O 2 s2 � Q ---- _-------- -- � THE - ---- -- - ---- --- --- ---__ _ -- --- -- -- ILLPA �I GROUP =_ _- -- __- 2 TRANSPORTATION CONSULTANTS - x 4503 WOODLAND CORPORATE BLVD. I 4 (813) 889-3892 � x CORPORATE LICENSE NUMBER 00004307 PRO OSE F I I SH GRAD { T P.)x �� Designer: Checked by: CONCRETE SL PE PROTE TIO I =1 AF JNG Technician: Project Number: x JMA FTU2950053 i� Notes XIS G ADE (TY .) , PROPOSED F I I SH GRA E ( YP.LL CONCRETE SLOPEPROTECTION �x I� 7 WX � 00: 84 -- ----- --- -- EXIST. - GRAPE ( YP.) - --- ------ --- ------ ---- - - — - -- LL - �, - - -- - - - REVISIONS {1� No. Description Date By � x w LIJ �IW 841-4-ILL_ --z Project Name: �J S ORMWATER POND ---- - - - - --- - - -- --- -- - ---- -- -- -- - - IMPROVEMENTS -- --- � X , \ - - -- - HEADWALL w" ----- -- -_ -- - Drawing Name: 84 /� EX I T. $ " CP -P ACE (US -IN PLA E) 82 98 CROSS SECTIONS -� - --- - -- 76 I x N0. • 50484 . - - -- - STA � wx - ---- --- - -- - -- -- - ---- -- - _ _ _ P 0P0 ED I N I H GRADE (TY . > LQ 4- . C NCR TE SLOPE PR TEC ION=i ; _84y - -- EXIST. GRADE (TYP ,) --- \ EXP ST. GRA E ( YP.) -- -- F - w - - - - BEGIN G ADIl G - KnOwWillt'Sbelow. 8707 Call before you dig, ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 -- --- - -- -- -------- - -_ - - - Date: SHEET NUMBER: OCTOBER 2009 5 OF 10 Scale: Drawing Number: - - - - -- - - --- - - - - ------ -- - 120 8 4 4 / 0 / 0 4 _ 4 _ _ / 0 AS SHOWN 5 0 0 Ln i QD a� 0 I 1 z z —1 J H011ZONTAL SCALf m m W — ---- W - - - rr Cr 2 [L !Z J 1 - { — -- -- - -- --- ---- ---- ------ - -- O � - --- - THE LPA IL w x R OP ONC S E D ETE FINISH SLOPE PROTECTION R A D (TY_ P a )-- - - ---- - - -- j - - -- ---- -- - ------- 2 GROUP ATI TRANSPORTON CONSULTANTS -- --- - _ -- - ---- -- --- - x 1 - -- -- _._..-- 1 _.-- --- - --- - - 4 - 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMP A, ELO R I D A 3 3 614 (813) 889-3892 EXIST. GRA)E ( YP.) I "Icn ----- -- ---.,-- ----- ---- --- � i -- ( CORPORATE LICENSE NUMBER 00004307 Designer: Checked by. 8729 - -- Technician: Project Number: 1 JMA FTU2950053 - --- 84 - ---- --- - - - f Notes: PR POS D CONCRETE SLOPE ROT CTI N ( YP. 80 - ---- -- ---- ---- --- ----- -- - - - -- - -- -- - --- -- - -- -- - - -- -- -- -- -- - ---- - - -- -- - _. -. - -- -- - --- - - - - --- j - — --- - - - - - 76 - - - --- - tin -- - - -- II �I I � I IX k w x \\ \ x w I i REVISIONS No, Description Date By i Project Name: STORMWATER POND IMPROVEMENTS - --- ---- - - -- -- 76 - - - --- -- - ----y. ---- - I - -- — ------ t ---- — - --- -r-Tq - - --- ---- - - - - - ----� ---!-- -- - ------ - - - - -----� - ---- --- rowing Name: � --- - ----- - --_ I _ —� � ------- --- ---- - CROSS SECTIONS _ Q x �1 x - - - - - - -- - - -- 1 -- _._ i - -------- - - - -- - -- --- •No. W48q . ' \ PROPOSED CONCRETE FINISH SLOPE MADE PR E TEC (T Y ION .) x x I� -- - ----_____-- x I EXI ST. GRA E ( YP. ; '•' STA pF ••.-.,•..•• \ Lj x LI - _ T Cc 84 END GRADING XIS < GRADE (TY <) ' - - - - -- - -\- -- - 15--�40.00 801 --- -- -------- ---- Know Whatt below. a before you dig. 7(31 ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 - Date: OCTOBER 2009 SHEET NUMBER: L 6 OF 10 Scale: Drawing Number: 120 1 810 1 1 4 / D l 0 1 1 80 1 1 1 1 40 1 1 1 1 1 1 1 4b I 1 80 1 1 1 120AS SHOWN 6 E1 O 7tTH STREET EXISTING POWER SERVICE POLE TO PUMP STATION EXISTING WALK-THRU CATE 1---EXISTING OVERHEAD ELECTRIC EXISTING EMERGENCY GENERATOR of I' TYP. SAWCUT EXIST. EDGE OF ASPHALT PAVEMENT AND MATCH EXIST. EL. W/CONC. DRIVEWAY ------------------------- FG. EL.=85.30 ,�7 PROPOSED DRIVEWAY PUMP/ MOTOR PROPOSED WETWELL ENCASEMENT/RISER CAUTION: OVERHEAD POWER L IINES 85 \+ w r- 0 w f` o> . o (SEE DETAILS) 14,_3., + 1.1 REMOVE EXIST. ASPHALT --------------- -------- --- PROPOSED SIGN LOCATION +48.63, 92.92' RT r� 11 '0 - AVM 3N0 AVM 3NC \� RELOCATE EXIST. SIGN EXISTING OVERHEAD ELECTRIC x x4x- EXISTING DOUBLE ------- 8S CHAINLINK GATE RELOCATE DOUBLE GATES (BY CITY FORCES) 7tTH STREET 0 2 4 8 EXIST. CONCRETE HEADWALL TOP=85.48 FG. EL.=78.00 EXISTING CONCRETE HEADWALL, USE -IN -PLACE 3/4" EXPANSION JOINT MATERIAL ° FG. EL. =84. 50 - ° 0°�, ° 0� EXISTING WETWELL WALL 3' 1 2' / l a L -- � O O O� \\ PROPOSED DODO \ CONC. DRIVEWAY n n g O n n FG. EL.=84.70 Il - I WE WEB DDnoncE"n On 00 00 0 00 0 00 °00o0° OYJo � • 000 ° O000 c O O O WRAP EXPOSED PIPE W/ - 0000Po'-o 0000 00 0 �°0 10 MIL VISQUEEN AND C O o 0 O 0 0 0 O O PROVIDE 1 2" R I P-RAP O O 000 00 0 0 O : 00 0 EROSION PROTECTION BLANKET / 000 °° 000 �0 00 00 O00 ° •�� 00 0( 000 0 0 00 )O O INVERT EL. =76.50 ./ ooOOO° 0°0 UO O 0 Q o000 ,. 0 O ° O 0 O O PROPOSED 1 2" R I P-RAP EROS I ON •••/ • ••, PROTECTION BLANKET •••' ••• +83.84 20' EL.=76.50 )a00° &000° Oo 000o0 0°0 ° O 00 000 0O C)b- o �� O PROPOSED 12' 0.° RIP -RAP EROSION o0 OoC � \ \PROTECTION BLANKET °Do°O° THE IL LPA _ _ GROUP =_ A I TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 Designer: Checked by: JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 Notes I %Q We.. — Know what's below. Call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 7 OF 10 Scale: Drawing Number: AS SHOWN 7 z 0 N 0 0 a CC C 0 CL- 3 0 U) c 0 c 0 0 i Ln 0 0 N Q) 0 L S 0 EXIST. GORMAN RUPP 8 "x8 " PUMP AND ELECTRIC MOTOR (USE -IN -PLACE) PROPOSED TOP WETWELL EL.=84.50 0 D TOP EXIST. WETWELL "B'� EL.=83.4 (APPROX.) BOTTOM EXIST. WETWELL "B" EL.=78.3 (APPROX.) �I 2 INVERT EL.=76.50 PROP. 12" RIP -RAP EROSION PROTECTION BLANKET A ZN D D me FLOW DIRECTION ARROW (TYP.) WETWELL "B Lt, I D � D � D 111— I IIIII—I I I D 1II 1II 1IMI • o• I=1 � I —I � I=1 I I I D I�1=I�1� ill 0 D � D o D FIO" 12" SECTION B-B 1 "=2' 3 /4 " FIBER EXPANSION JOINT MATERIAL CONC. SLOPE PAVING (TYP.) SEE CONSTRUCTION D D D D DETAILS SHEET 9 of 10 0. a_ U <c 0 00 v INVERT EL.=76.00 PROP. 9'-0" HT. OUTER WALL AT SW SIDE WETWELL "A„ 3'-8" 10" NOTE: CONTRACTOR SHALL REMOVE THE EXISTING ACCUMULATED MUD INSIDE WETWELL "A" AND CLEAN OUT THE INSIDE OF THE STRUCTURE- 4,± t 1 J SEE SHEET NO 10 OF 10 FOR STEEL REINFORCING DETAILS RELOCATED PIPING AND VALVES SHOWN IN GRAY TONE (TYP.) i� 5' -0" -SEE SHEET NO 10 OF 10 FOR STEEL REINFORCING DETAILS WETWELL "A" TWO-PIECE GRATE TO COVER 3'x4' OPENING FOR WETWELL ACCESS - REINFORCED OPENING - FOR RISER PIPE REMOVE EXIST. STEEL - GRATE AND DISPOSE FLOW DIRECTION ARROW (TTYP.) 4,_O„± 2 ­ T71 II I I I 1 O 11 WETWELL "B " 1 1 3/4 " F I BE EXPANSION I JOINT MATERIAL -- --- —� REINFORCED BUT OUT IN - REMOVE EXIST I I I IGRATE FOR DAMAGED CONCRETE MATERIAL II I II (PIPE RISER I L----------- I _ —_— WETWELL "B " I I I I F I 1 EXIST. SLOT OPENING PROPOSED 24 " RCP WETWELL EQUALIZER \ I 1 1 PIPE INVERT @ EL.=79.0 \\ I I I I I PROP. SPOOL PIECE PIPE EXTENSION (5'-3„+) 3'-0" 8' ;o 0 IN D I � • I I N 'D I D , D D I l 0 EXIST. GORMAN RUPP 8 "x8 " I I I PUMP AND ELECTRIC MOTOR I I I (USE -IN -PLACE) 1 I 1 1 ALUMINUM GRATE SEE DETAIL SHEET 9 OF 101 I �- I ( T 13/4" FIBER EXPANSION I (JOINT MATERIAL -I I CONCRETE SLOPE PAVING - I i PROP. SPOOL PIECE PIPE I EXTENSION (5'-3"±) I PROP TOP. WETWELL "A" � I , AND FINISHED GRADE I 1 EL.=84.50 - _ EXIST. TOP. WETWELL_-='B--- EXIST. GRADE •I �I 1� i I EXIST. TOP WETWELL "A " EL. =81 .33 PROP. BOTTOM Of FOOTING L- 1 0" 1' 1 0" i I EL. =79, 50 EXIST. DISCHARGE PIPE TO ZEPHYRHILLS LAKE, USE -IN -PLACE I j PROP. 5'-O" HT. OUTER WALL (3 SIDES) j (SOUTH, EAST, AND NORTH SIDES) WETWELL "A" COMPACTED SELECT NATIVE MATERIAL, TO BE USED IN TOP 24" OF STRUCTUR UNDERNEATH FOOTINGS, AND SHALL BE COMPACTED TO 98% STANDARD PROCTOR EXIST. BOTTOM WETWELL "A" EL.=75.20± FDOT STANDARD CONC. MITERED END SECTION (MES) PER FDOT INDEX NO.272 SEXIST. HYDROMATIC 40H PUMP (USE -IN -PLACE) EXIST. 1 6 "Vx36 "H OPENING INV. EL.=76.66 SECTION A -A 1 "=2' III 0 1 2 4 THE IL LPA DISCHARGE PIPE TO GROUP = _ ZEPHYRHILLS LAKE TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BIVD. ----------------� SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 1 CORPORATE LICENSE NUMBER 00004307 REMOVE EXIST. STEEL GRATE 1 Designer: Checked by: AND DISPOSE I JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 INotes: 3'-0" 3/4" FIBER EXPANSIONi JOINT WET WE L L A MATERIAL I 1 0. 1 1 1 REVISIONS I I I No. Description Date By II 3'x5' OPENING FOR I WETWELL ACCESS 1 EXIST•36" I I WETWELL "A" KE OPENING 1 — — — — 1 Project Name: —PROPOSED 48 " STORMWATER POND INTAKE PIPE IMPROVEMENTS PLAN VIEW_ 1 „=29 awing Name: PUMP STATION DETAILS r�vq -.� •'•. ORIDh.•'• tom_•...••' Know what's below. Call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 8 OF 10 Scale: Drawing Number: AS SHOWN 8 — -- Ln N Ln O CD N 4" CONC.- DETAJL A 4 "- a Filter Fabric #57 Aggregate EXISTING CHAINLINK X FENCE X See Detail A Wrap around embankment continuously to edges of concrete pavement (typd - _ 1 Poured +er C NOTE: Verticalloints shallbe seated. •-� JOINT SEALER SHALL MEET THE REQUIREMENTS OF SECTION 932 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. { See De tail A Filter Fabric SECTION f " Premolded Expansion Joint Material 2►-D►, DRAIN DETAIL f©, �s i �h Drain Hole formed with 4 " Pipe 8'-0" centers (staggered). Galvanized Wire Mesh 8'f x F-0" x ." opening. (centered at drain) Clean free -draining sand ( C 5X passing No. 200 sieve) CONCRETE SLDPE PAVEMENT PROTECTION Toe of Fill Slope 8" Max. fl—Cie Note The Filter Fabric shallbe Type D-6 in accordance with Design Standards Index No. 199. Cost of Holes, Wire Mesh, Aggregate, Filter Fabric and Sand shallbe included in the Cost for Slope Pavement. DETAIL B DIMENSIONS AND QUANTITIES RISE R SPAN S X A B C E F G M N 52 CONCRETE SLAB (CY) ❑ SODDING (SQ. YDS.) SINGLE DOUBLE TRIPLE QUAD. SINGLE DOUBLE TRIPLE QUAD. SINGLE DOUBLE TRIPLE QUAD. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE 18" 18" 2'-10" 2.50' 224' 4.74' 2.00' 6 1 .41 ' 4.58' 7.42' 10.25' _ _ _ 1 3.08' 1 .04' 0.38 0.62 0.87 1 .1 2 22 25 28 31 W E- LLI 48" 48" 6'-9" 2.43' 8.33' 10.76' 7.56' 11' 2.65' 7.83' 14.58' 21.33' 28.08 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 z Ow Ua- 0IL z z O BEVELED OR ROUND CORNERS 41 CONCRETE SLAB, 52 THIC-K' REINFORCED WITH WWF 6X6W1.4XW1.4 LO TOP VIEW —SINGLE PIPE 2H�OPE CONCRETE OR CORRUGATED METAL PIPE CONNECTOR 0 SADDLE 2' INOT LESS THAN D NO PIPE JOINT PERMITTED #4 BARS UNLESS APPROVED BY THE ENGINEER PAID FOR AS E PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION n SODS CONC. MITERED END SECTION AND DETAILS PER FDOT INDEX NO. 272 NTS SECTION BOTTOM OF POND z v 0 0 6" 5' SOD *SLOPE: 4:1 ROUND MITER: TO MAJOR AXIS FOR PIPES 18" AND SMALLER. 2:1 FOR PIPES 24" AND LARGER. 4:1 ELLIPTICAL MITER: TO MAJOR AXIS FOR PIPES 24'X38" AND SMALLER. 2:1 FOR PIPES 29"X45" AND LARGER. THE IL LPA _ P GROUP = TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 Designer: Checked by: JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 Notes REVISIONS 0. Description Date By reject Name: STORMWATER POND IMPROVEMENTS wing Name: CONSTRUCTION DETAILS �`• STATE OF • 40c 0RIDP`..•* . Know what's below. call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 9 OF 10 Scale: Drawing Number: NTS 1 9 Q_ ;? co 0 0 N 1/2" CHAMFER ( TYP. ) 1 — 1 /2 "x3 /1 6 " ALUM. RECTANGULAR BAR (SG SERIES) BY DIRECT METALS, OR APPROVED EQUAL �l/4" t TYP. ) I —1 /2"xl —1 /2" ALUM. EMBEDDED GRATE SEAT BY DIRECT METALS, OR APPROVED EQUAL '---OUTER CONC. WALL ALUMINUM GRATE DETAIL NTS WETWELL "A" SOUTHWEST WALL SECTION SCALE: 1 "=1 ' CONC. SL (TYP. ) RIAL ALL x 6" DIA. STEEL PIPE, ILLED AND PAINTED EPDXY YELLOW 3ER EXPANSION MATERIAL ( TYP. ) PIPE BOLLARD DETAIL NTS I " CLE 31 E FILL CONCRETE SLOPE PAVING BARS SHOWN 12'-0" 8" CONC. USE 10/10 GAGE,6"x6" SLAB (TYP.) WOVEN WIRE FABRIC REINFORCING, CENTERED IN SLAB 12" COMPACTED NATIVE SELECT - MATERIAL SUBGRADE UNDERNEATH SLAB COMPACTED TO 98% OF STANDARD PROCTOR DENSITY CONCRETE DRIVEWAY DETAIL NTS 12'-0" USE 10/10 GAGE,6"x6" WOVEN WIRE FABRIC 8" CONC. REINFORCING, SLAB (TYP.) CENTERED IN SLAB 12" COMPACTED NATIVE SELECT - MATERIAL SUBGRADE UNDERNEATH SLAB COMPACTED TO 98% OF STANDARD PROCTOR DENSITY CONCRETE RAMP DETAIL NTS I" CLEAR COVER I" CLEAR COVER (TYP.) TOP SLAB 4 # BARS @ 12" O.C. _// TOP OF EXIST. WETWELL EL.=83.40 � Zr Lr_U l lvH l i vt MATERIAL COMPACTED SUBGRADE-24" MIN. STRUCTURAL FILL UNDERNEATH STRUCTURES. MATERIAL SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. WETWELL "A" TYPICAL WALL SECTION (3 SIDES) SCALE: 1 "=1 ' 4'-0" (2 SIDES) 3/4 " FIBER EXPANSION JOINT MATERIAL (TYP.) CONCRETE ADJACENT - 3/4 " FIBER EXPANSION JOINT MATERIAL (TYP.) //--- CONCRETE SLOPE PAVING 2 \ II TOP SLAB, #4 J-HOOK BARS @ 12" O.C. SHAPE AS SHOWN EL.=84.50 #3 BARS @ 18" O.0 8" TOP #4 BARS @ 9 " 0. C o SLAB rn 2 "x4 " KEYWAY 3/4 " EXPANSION JOINT MATERIAL — EXISTING WETWELL WALL 0 �#3 BARS @ 18" O.0 I #4 BARS @ 9 " 0. C SELECT NATIVE MATERIAL COMPACTED SUBGRADE-24" MIN. STRUCTURAL FILL UNDERNEATH STRUCTURES. MATERIAL SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. TYPICAL CONCRETE WALL SECTION WETWELL "B" (3 SIDES) SCALE: 1 "=1 ' THE IL LPA GROUP =_ TRANSPORTATION CONSULTANTS 4503 WOODLAND CORPORATE BLVD. SUITE 400, TAMPA, FLORIDA 33614 (813) 889-3892 CORPORATE LICENSE NUMBER 00004307 Designer: Checked by: JMA/RSI RSI/NKJ Technician: Project Number: JMA FTU2950053 Notes REVISIONS o. Description Date By ject Name: STORMWATER POND IMPROVEMENTS wing Name: CONSTRUCTION DETAILS .•' � 1JCEh8�.,� . No. 60484 : rA;Q Know what's below. Call before you dig. ENGINEER OF RECORD Robert S. Ivy, P.E. #50484 Date: SHEET NUMBER: APRIL 2010 10 OF 10 Scale: Drawing Number: NTS 10 Ail