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1/2' PER FT BENCH SLOPE (MIN) (TYP). INFLUENT SEWER (TYP) SEE EXHIBIT S-2A AND EXHIBIT $-4 (IF APPLI.CABLE) SHAPE TO FORM SEE MANHOLE CHANNEL EASY FLOW DETAIL TYP SEE CURVES EXHIBIT S-tB EFFLUENT SEWER SEE EXHIBITS-2 PLAN SEE MANHOLE FRAME AND COV DETAIL (1YP) SEE EXHIBIT S-1i NON -SHRINK GRO ASPHAI FIN GRADE ¢e. Y:•,.. VARIABLE ADJUSTMENT W/CONCRETE ADJUSTING RINGS z (5 MIN. TO 1Z' MAX.) TONGUE: REINFORCING OYP) b b n SEE SEDMENT JOINT F DETAIL MP) SEE EXHIBIT S-IS 1,2,3 OR 4 FT. LENGTHS AS REWD, — GROUT s" LL's II � No. 57 STONE (12' THICK) PREPARE SUBGFAPE. (7YP) IN ACCORDANCE WITH THE SPECIFICATIONS NOTF— :. 1. CONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. SEE ACTUAL DWGS FOR PIPE DIAMETERS,, LOCATIONS AND INVERTS. 2. COAT OUTSIDE. OF MANHOLE AS SPECIFIED. 3. LINE INSIDE OF MANHOLE AS SPECIFIED. SECT110N MANHOLE ECCENTRIC PRECAST CONCRETE NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 smil PHONE 813 780-0029 FAX 813 780-D613 � MANHOLE ____ NTS FRAME AND SOLID LID AC PAVING OR GRADE & NEENAH R-1974-A (ROUND) OR EQUAL TO PIPE O.D, a •o v, qR 4' CONIC; COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC EXPANSION JOINT 4" MIN. MATERIAL ENCASEMENT S' TYP. SAND BACKFILL CONCRETE ENCASEMENT p . EQUAL DIA. PIPE (8" I,D; MAX.) AS REQUIRED TO ENCASE FITTINGS JOINT ` a `a; AS SHOWN ;,• a. PLUG 4. UNDISTURBED SOIL. GRAVITY CLEANOUT NOT TO SCALE ."� . CITY 4F ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S=9 5 GRAVITY CLEANOUT NT5 T �$•�aVyDRY �1►/pG � R ®I®®®�.o� ® ® rl®®® 11 ri®® I � I u �®ri[I' IN I9A4 Mg09 IN U-*'p B -a-] SECTION .A -A SCALE I . 6 MANHOLE COVER DETAIL NOT TO SCALE 023 " I %5 " 195: CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTONAVENUE ZEPHYRHILLS, FLORIDA 3 542 R 3 PHONE (813)780-0029 FAX (8131780-0613 S=lA ... .......... ........... 2 MANHOLE COVER NTS GAS TIGHT MANHOLE FRAME AND COVER FOR TRAFFIC DUTY ANTICIPATED 20' DIAMETER MINIMUM. OUTLET- 4" INLET 4" MINIMUMCLEANOUT. MINIMUM. a III 2 CLEANOUT — PLAN VIEW L SELF SEALING MANHOLE COVER INLET 8c OUTLET SHALL BE ACCESSIBLE UNDER MANHOLE COVER 22" DIA. PRECAST CLEANOUT MANHOLE BARREL •SECTION PIPE M EQUAL I., THICK CONC, PA. TYP,: GROUT r 2 1/2" MIN „ INLET .5' MIN OUTLET GROUT MIN. 2' BELOW INLET WATER LEVEL t'• z_ PRECAST CONCRETE MINIMUM 2//3 OF TOTAL 250 GAL. MIN. GREASE OR SEPTIC LIQUID CAPACITY OR 1 �3 TOT TANK (OTHER TYPES to CAPACITY SHALL BE SUBMITTED MAXIMUM FOR REVIEW) 1/3 8' MOTES: SECTION STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN ACCORDANC€ WITH CHAPTER 1Od-5 OF FLORIDA ADMINISTRATNE CODES. GREASE TRAP NOT TO SCALE NOTES: .. I. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. 2, GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS STANDARDS. CITY OF ZEPHYRHILLS DECEMBER20i5 ...,;::;...: T ... S ANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39 25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=15 PHONE (813)780-0029 FAX (813)78.0-0613 ...... .... 6 GREASE TRAP' NTS AS REQUIRED RIGHT-OF-WAY SEWER MAIN I SOLVENT WELDED CAP PVC WYE IN 4" PVC PIPE /SEWER MAIN / 4" PVC WYE PROPERTY /-LINE 4" PLUG 4" PVC- PIPE 4- PVC 45` BEND * * NOTE- MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED RIGHT-OF-WAY 12" SOLVENT WELDED CAP MIN. CONVERT TO CLEAN -OUT UPON FINAL CONNECTION TO CITY SYSTEM N FINAL. GRADE 1 A" PVC PIPE DEPTH AS REO. PER CLEANOUT INVERTS AS SHOWN ON PLAN. & PROFILES 4" PVC WYE 4' PLUG 4" PVC PIPE S45' BEND OR EWER MAIN �S' A 0� M`yySLO 4" PVC PIPE 90' LONG RADIUS SWEEP - 4' PVC CIS' BEND PVC WYE IN SEWER MAIN, NOTE 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN. LATERAL SANITARY SEWER SERVICE PVC SINGLE SERVICE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 PHONE (813)780-0029 FAX {813)780-0613............ SANITARY SEWER SERVICE NT5 18 FT STEEL CASING PVC WASTEWATER FLEXIBLE —f WATER MAIN ENCASEMENT GRAVITY MAIN COUPLING (TYPICAL). 10 FT_ 10 FT NOTES: 1: WHERE WATER AND SEINER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL NTS aF ,.� %:�•��'„ CITY OF ZEPHYRHILLS_ DECEMBER 2015 Y STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT / ,. 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE 813 780-0029 FAX 813 78"613 S=16 WATER AND SEWER CROSSING NT5 4 NOT USED NTS TRANSITION COUPLING SLEEVE EXISTING PIPE PExPE SPOOL EXISTING PIPE MU ILL \T-1M T1YLuJ EXISTING D R PVC PIPE CU O EX I O PExPE DI OR PVC SPOOL PIPE—\ PExPE DI OR PVC EXISTING PE SPOOL PIPE PIPE — T TRANSITION COUPLING SLEEVE (TYP) J1 NEW WM MJ TEE (RESTRAINED) CUT -IN TO EXISTING AC PIPE EXISTING PE PIPE 1, RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED BY THE CITY 2, SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS. 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER HILLSBOROUGH COUNTY STANDARDS 4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. CUT -IN -TEE NTS .,: DITY O F ZEPHYRHILLS STANDA . STANDARD DETAILS DECEMBER 2015. CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 Wml 8 PHONE 813 780-0029 FAX 813 7 0-0613 f ) C ) S CUT- I N TEE NT5 ingrenium EN T E RP 9G,SE _; PLANNING JI. ENGINEERING 144qKI N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813-387.0084 %ltti l) f f ffpl ',% o D. " No.60386 w .ai w !ICJ"•�;,�STA .� se4NA%- �•��. STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRI5E5 FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, HI 53543 PHONE: 608.g2q.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAT THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED, PROJ 4 170061 DWG NAM E 17006 I C04. DWG 155UE DATE Oq/07/2017 PROJ MGR JP UTILITY DETAILS III C04.3 5HEET NUMBER I>I• 1-1: T—I -F-1-1- i --]-F - L:Ii-, I P :;01-1 TiF---. ; 1 n - _. _ i -_ __ -