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HomeMy WebLinkAboutAutumn Palm Villasti, ,i' - _ A C I ZEI ..., - Mk.t R 1.4Pl W Pi f EAGLE RANCH r ti :z i ' ' [-Y." Zephyrhille Skate:ar+ ; 1 r,,,yN a ,;1,1"J:. SUBJECT uPHVR AcREs }-.,. E r PROPERTY V rr o V -'°T 5 . W0 :-ch a2l; - ;.,o, Yihr lE�ast lrc/ SOUTH EASTE NF GR0 T *� t 1Wn, . 0 A "i ". ? L . f4D --.. � .. tia theta i .i -• G , s'7 9 1 c U'gn 3?arrn RV Rc SortTA „ R'r;tesort _ "1 E k �Yi VICINITY MAP I" = 2000' LEGAL DESCRIPTION TRACTS 81 AND 96, IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 21 EAST, AS PER THE PLAT OF ZEPHYRHILLS COLONY COMPANY LANDS AS RECORDED IN PLAT BOOK I, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION THEREOF LYING WITHIN 30 FEET OF THE EASTERLY SECTION LINE OF SECTION 15, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA. SAID PARCEL CONTAINS 427,496.05 SQUARE FEET OR 9.816 ACRES, MORE OR LESS. INDEX OF SHEETS LATEST SHT. No. DESCRIPTION REVISION I COVER SHEET 7/29/2020 2 SITE DEMOLITION PLAN 7/29/2020 3 DIMENSION PLAN 7/29/2020 4 STRIPING & SIGNAGE PLAN 7/29/2020 5 GRADING PLAN 7/29/2020 6 CROSS SECTIONS 7/29/2020 7 UTILITY PLAN 7/29/2020 8 PROFILES 7,/29/2020 9 PROFILES 7/29/2020 10 PROFILES 7/29/2020 11 SOIL EROSION & SEDIMENT CONTROL PLAN 7/29/2020 12 SOIL EROSION & SEDIMENT CONTROL DETAILS 7/29/2020 t 13-14 e CONSTRUCTION DETAIL 7/29/2020 0 15-19 u UTILITY DETAILS 7/29/2020 20 LIFT STATION DETAIL 7/29/2020 21 TRAFFIC CONTROL & DRIVEWAY DETAILS 7/29/2020 = LS I L LANDSCAPE PLAN LS2 y LANDSCAPE DETAILS LS3 IRRIGATION PLAN LS4 V IRRIGATION DETAILS PRELIMINARY PLAT & IMPROVEMENT PLANS DEVELOPMENT TEAM OWNER/APPLICANT AUTUMN PALM DRIVE, LLC 45 BRIDGE STREET METUCHEN, NJ 08840 PHONE: (732) 321-1099 CONTACT: ROBERT J. CHALFIN EMAIL: bob@chalfin.com ENGINEER MASER CONSULTING P.A. 5471 W WATERS AVENUE, SUITE 100 TAMPA, FL 33634 PHONE: (813) 207-1061 CONTACT: STUART M. ROGERS, P.E. SURVEYOR MASER CONSULTING P.A. 5471 W WATERS AVENUE, SUITE 100 TAMPA, FL 33634 PHONE: (813) 207-1061 CONTACT: CHARLES D. FERRARO, P.L.S. AUTUMN PALM DRIVE LLC. AUTUMN PALM VILLAS PARCEL ID. 15.o26,o21,o0030,o08100,o0010 GEOTECHNICAL HERNASCO TESTING LABORATORY, INC. 13237 COLONY ROAD HUDSON, FL 34669 PHONE: (727) 856-5565 CONTACT: JACK FUNNELL LANDSCAPE ARCHITECT 200 2ND AVENUE SOUTH ST PETERSBURG, FL 33701 PHONE: (727) 343-1809 CONTACT: JACOB ZIMMERMAN, RLA CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA LOCATION MAP. SUBJECT PROPERTY 200 0 200 SCALE : I" = 200' 3 WORKING DAYS BEFORE YOU DIG CALL SUNSHINE STATE ONE CALL OF FLORIDA 1.800.43 2-47 70 +� FOR THE LOCATION OF UNDERGROUND FACILITIES THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. GENERAL INFORMATION I. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED "BOUNDARY, TOPOGRAPHIC & TREE SURVEY", PREPARED BY MASER CONSULTING, LAST REVISED NOVEMBER 22, 2019. i i 2. THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY. (NAVD88) I 3. THE GEOTECHNICAL INFORMATION USED FOR DESIGN WAS TAKEN FROM A REPORT ENTITLED "AUTUMN PALM DRIVE & GARLAND CIRCLE - PALM HARBOR", PREPARED BY HERNASCO TESTING LABORATORY, INC., ISSUED ON JULY 6, 2004, RECOMMENDATIONS FOR SOIL PARAMETERS THEREIN. I 4. MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN E ACCORDANCE WITH: I A. FLORIDA STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS",LATEST VERSION. B. CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS, C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. D. CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. 5. SANITARY SEWER SERVICE SHALL BE PROVIDED BY GRAVITY TO A PROPOSED LIFT STATION. PROPOSED SEWER MAIN EXTENSIONS AND MANHOLE LOCATIONS ARE SUBJECT TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) REVIEW AND APPROVAL, ACCORDING TO MUNICIPAL AND PASCO COUNTY REGULATIONS. GRAVITY PIPE MATERIALS SHALL BE PVC SDR-35, EXCEPT AS NOTED OTHERWISE ON THE PLANS. EXCEPT WHERE SHALLOWER DEPTHS ARE PERMITTED BY PASCO COUNTY, SEWER LINES, INCLUDING FORCE MAINS AND LATERALS, j SHALL BE INSTALLED TO PROVIDE A MINIMUM 3 FEET OF COVER FROM THE TOP OF PIPE TO PROPOSED GRADE. I 6. SANITARY SEWERS SHALL BE SEPARATED FROM WATER MAINS BY AT LEAST 10 FEET HORIZONTALLY. IF SUCH SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SANITARY SEWER AT LEAST I 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE APPROPRIATE SEPARATION IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE -IRON -PIPE USING MECHANICAL OR SLIP ON JOINTS, FOR A DISTANCE OF 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS ARE AS FAR AWAY AS POSSIBLE FROM THE WATER LINE. 7. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT 1 REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. 8. THIS IS A SITE DEVELOPMENT PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HERON, IS NOT A SURVEY. 1 9. BUILDING FOOTPRINT DIMENSIONS SHOWN HERON ARE APPROXIMATE. 10. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. 11. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF PASCO COUNTY AND AGENCY REVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS HAVE BEEN STAMPED "ISSUED FOR CONSTRUCTION". THIS SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP DRAWINGS AND/OR DESIGN CALCULATIONS AS REQUIRED BY THE PROJECT OWNER AND/OR MUNICIPALITY. 12. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED CONSTRUCTIONS, TEST PITS SHALL BE DUG BY THE CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL NOTIFY THE UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS HEREON INAPPROPRIATE OR INEFFECTIVE 13. THIS PLAN IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. MASER CONSULTING HAS PERFORMED NO EXPLORATORY OR TESTING SERVICES, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF THE POTENTIAL FOR CHEMICAL, TOXIC, RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LAWS AND REGULATIONS. 14. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, INCLUDING PROVISION OF ALL APPROPRIATE SAFETY DEVICES AND TRAINING REQUIRED. 15. ALL NEW CONSTRUCTION PROCEDURES AND MATERIALS SHALL MEET OR EXCEED CITY OF ZEPHYRHILLS AND/OR PASCO COUNTY REQUIREMENTS. 16. CONTRACTOR SHALL PROVIDE 24 HOUR ADVANCE NOTICE TO LOCAL EMERGENCY SERVICE DEPARTMENTS WHENEVER CONSTRUCTION ACTIVITIES ARE EXPECTED TO IMPEDE NORMAL TRAFFIC FLOW. ,17. THE PERMITTEE SHALL PROVIDE MAINTENANCE OF TRAFFIC PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS INDEX 600 SERIES LATEST EDITION IN ALL WORK AREAS. ALL MAINTENANCE OF TRAFFIC NOTES CONTAINED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS INDEX 600 LATEST EDITIONS APPLY TO THIS PERMIT APPROVAL. '18. THE PERMITTEE SHALL NOT DAMAGE OR REMOVE ANY TRAFFIC CONTROL DEVICES. IF A TRAFFIC CONTROL SIGN NEEDS TO BE REMOVED OR RELOCATED, THE PERMITTEE SHALL CONTACT THE PASCO COUNTY PUBLIC WORKS DEPARTMENT AT 727-847-8143 OR 352-521-4246, ,19. THE PERMITTEE SHALL REPAIR OR REPLACE TO F.D.O.T. STANDARDS, ANY AND ALL DAMAGED TRAFFIC CONTROL DEVICES AT THEIR EXPENSE. .20. PRIOR TO PROCEEDING WITH THE INSTALLATION OF TRAFFIC CONTROL DEVICES, THE PERMITTEE SHALL SUBMIT FOR APPROVAL THE MATERIALS THEY INTEND TO USE WITHIN THE RIGHT-OF-WAY. YOU WILL FIND A TRAFFIC CONTROL DEVICES SUBMITTAL FORM ON PASCO COUNTY WEBSITE, UNDER THE FORMS SECTION. THE PERMITTEE SHALL FILL OUT THE SUBMITTAL FORM AND RETURN FOR APPROVAL; UPON APPROVAL WE WILL RETURN TWO COPIES TO THE PERMITTEE FOR THEIR RECORDS. ,21. WHEN WORKING WITHIN 150 FEET OF A SIGNALIZED INTERSECTION OR ROADWAY LIGHTING SYSTEM, THE PERMITTEE SHALL CALL SUNSHINE STATE ONE -CALL OF FLORIDA AT 811, TWO BUSINESS DAYS IN ADVANCE FOR A CABLE LOCATE. 22. ANY EXCAVATION WITHIN 10 FEET OF ANY TRAFFIC SIGNAL OR STREET LIGHT POLE WILL REQUIRE THE PERMITTEE TO PROVIDE STABILIZATION OF THE POLE AS DETERMINED BY PASCO COUNTY. THE PERMITTEE SHALL CALL PASCO COUNTY TRAFFIC OPERATIONS DIVISION AT 727-847-8139, 48 HOURS IN ADVANCE FOR A DETERMINATION. '23. IF THE PERMITTEE PROPOSES TO CLOSE ANY LANES OF A ROADWAY, THE FOLLOWING CONDITIONS APPLY. LANE CLOSURES ON ANY COLLECTOR OR ARTERIAL ROADWAY SHALL NOT BE PERMITTED DURING THE HOURS OF 6AM TO 9AM AND 4PM TO 7PM. LANE CLOSURES WITHIN ANY SCHOOL ZONE OR WITHIN 500 FEET OF A SCHOOL ZONE SHALL NOT BE PERMITTED FROM I HOUR BEFORE TO I HOUR AFTER THE STARTING AND ENDING TIMES FOR THE SCHOOL. PROPER MAINTENANCE OF TRAFFIC SHALL BE PROVIDED PER FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 600. A COMPLETE ROAD CLOSURE AND DETOUR SHALL NOT BE PERMITTED UNDER THIS RIGHT-OF-WAY USE PERMIT. 24. A COPY OF THE ROW USE PERMITTED PLANS AND ALL INCORPORATED CONDITIONS SHALL ALWAYS BE KEPT READILY AVAILABLE AT THE SITE OF THE WORK. 25. IN THE COUNTY RIGHTS -OF -WAY WORK SHALL BE PERFORMED IN A SAFE MANNER THAT IS CONSISTENT WITH THE REQUIREMENTS OF THE PASCO COUNTY LAND DEVELOPMENT CODE, THE HEALTH, SAFETY, AND WELFARE OF PASCO COUNTY AND ITS CITIZENS. ALL TRAFFIC CONTROL DEVICES, I.E.: WARNING/CONSTRUCTION TYPE SIGNS WILL COMPLY WITH F.D.O.T. 102 STANDARD INDEX DURING THE CONSTRUCTION PHASE. .26. REQUIRED EROSION AND SEDIMENT CONTROL DEVICES SHALL ALWAYS BE IN PLACE DURING CONSTRUCTION AND SHALL BE REMOVED ONLY AFTER STABILIZATION HAS BEEN ESTABLISHED. .27. AT ALL TIMES DURING CONSTRUCTION APPLY PERIMETER CONTROL (BMP'S) PRACTICES TO PROTECT THE DISTURBED AREA FROM OFFSITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW ACTIVITY. 28. PROPOSED WORK REQUIRING A ROAD CLOSURE SHALL REQUIRE BOARD OF COUNTY COMMISSIONERS (BCC) APPROVAL. 29. THE APPROVAL OF A RIGHT-OF-WAY USE PERMIT MAY BE SUBJECT TO SPECIFIC CONDITIONS DEEMED NECESSARY BY THE COUNTY ADMINISTRATOR OR DESIGNEE AND APPROPRIATE FOR THE FULFILLMENT OF THE PURPOSES OF THE LDC. THE CONDITIONS OF APPROVAL SHALL BE STATED ON THE FACE OF THE PERMIT OR MAY BE INCORPORATED BY REFERENCE INTO ANY DOCUMENT WHICH SHALL BE ATTACHED TO THE PERMIT, ,30. THESE GENERAL NOTES SHALL APPLY TO ALL SHEETS IN THIS SET. I i Eit4 itC 0 N S U L T I N 0 K A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO 1 ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE I ■ NORTH CAROLINA ■ COLORADO I State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without i the express written consent of Maser Consulting, PA, PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know. what's bel ow. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM Z vi Ov w E J > O O � a O � p z Z H J O U Z O Z F Z 0 d L U � U ar F Z a a- vQi 2 0 0 0 N W N W Vf W Vn W m Z a a a Q3 d W Q N O N ^ O ` Ln N N d' STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & 1 IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC I i PARCEL ID: 15.26.21-0030.08100.0010 i CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 av, Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-CVER AS -BUILT INFORMATION I. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH - COMPLETE "AS -BUILT" INFORMATION, CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT" SHEET TITLE: INFORMATION SHALL INCLUDE INVERT ELEVATIONS, DRAINAGE STRUCTURES, WEIRS, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK COVER SHEET LOCATIONS AND ELEVATIONS FOR POND AND DITCH/SWALE CONSTRUCTION. NO ENGINEER'S k a CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION 9 I HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. I SHEET NUMBER: I Of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. &I I , �, � , �� , - K Ill. f I I I " , _` Ct,,- ,,f",,r(t . // -I' -, ,4, / Z 1, 191 i I 0 �� ii, 1 9 � & 4_1 % e' / i I 0 � i ,j%.'e /. / y - / / ,7 � I I II I ,� , ,6p / , I � � 62.42 8229 ;4 A� ,/ 1 7 8 P� I i t 84�6-,, i I&,72 A- > _85�0 , _;ws 8 ,If 25 84.61 ---- �- % � - " �,_ , l �'; � �4 - , ONE STORY , I5 - � ,� zk_� i, , , 4 1 � � ", - "'., *. �, U-0-00-AR HOkE . . � ___4 , , 14. " � - &' - ­'-w" '�. 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PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN 0 N S U L T I N 0 F. A. I Customer Loyalty through Client Satisfaction I ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION, NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE www. m a s e r co n s u Iti n g. c o m I OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. I i Office Locations: I 3. IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, - 0 NEW)ERSEY is NEW MEXICO MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE I . COUNTY i I � Ill NEW YORK m MARYLAND i 1 4. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST I 0 PENNSYLVANIA m GEORGIA I , BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. . I In VIRGINIA 0 TEXAS I I f a FLORIDA a TENNESSEE i 5. STRIPPED TOPSOIL REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, I Ill NORTH CAROLINA n COLORADO UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAV TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER I BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE I State of F.L. C.O.A.: 30301 / LB7388 RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. I 6. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE, BY THE CONTRACTOR, IN ACCORDANCE WITH Copyright @ 2020. Maser Consulting. All Rights Reserved. This APPLICABLE REGULATORY AGENCY REQUIREMENTS. drawing and all the inforination contained herein is authorized for use only by the party for whom the services were contracted - to 1 7. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER whom it is certified. This drawing may not be copied, reused, I OR SOILS TESTING COMPANY DIRECTLY. disclosed, distributed or relied upon for any other purpose without I 4 the express written consent of Maser Consulting, P.A. I j ____ � DEMOLITION NOTES: I PROTECT YOURSELF - i 1 - '9 1. i THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, ' ALL STATES REQUIRE NOTIFICATION EXCAVATORS, DESIGNERS, OR ANY PERSON 1 a. WATER, ELECTRIC, COMMUNICATION, CABLE TV, SANITARY AND STORM SEWER BOTH ON AND ADJACENT TO THE PREPARING TO DISTURB THE EARTH'S I SITE PRIOR TO BEGINNING SITE DEMOLITION. I SURFACE ANYWHERE IN ANY STATE I Know 1 — 2. ALL RUBBLE AND DEBRIS NOT TO BE REUSED IN THE PROPOSED CONSTRUCTION SHALL BE REMOVED AND PROPERLY whaesbelow. Call b.f.,e you di& 3. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REMOVAL OR RELOCATION OF EXISTING [SIT: WWW.CALL81 LCOM ­ ______ I ELECTRICAL SYSTEM COMPONENTS, POLES, STRUCTURES ETC. WITH ELECTRIC UTILITY AND THE OWNER PRIOR TO , BEGINNING DEMOLITION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR CONTINUED USE IF SERVICE IS REQUIRED. I 1 4. A STAKED SILT FENCE FOR SITE EROSION AND SEDIMENT CONTROL SHALL BE PLACED AROUND THE PERIPHERY OF THE I CONSTRUCTION AREA PRIOR TO BEGINNING DEMOLITION AS SHOWN ON PLAN. 11 I 1 5. THE CONTRACTOR SHALL MAINTAIN FUGITIVE DEMOLITION DUST EMISSIONS AT AN ACCEPTABLE LEVEL. FUGITIVE i I DEMOLITION DUST EMISSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE CONSTRUCTION NOTES AND I i TESTING SCHEDULE. � 6. THE CONTRACTOR SHALL ADJUST THE HEIGHT ALL REMAINING HYDRANTS, VALVES, MANHOLES, STRUCTURES, WATER i I METERS, METER BOXES, ETC. TO PROPOSED FINISHED GRADES. SEE UTILITY AND GRADING, PAVING AND DRAINAGE IE I PLANS. I I 1 7. THE NATIONAL EMISSIONS STANDARDS FOR AIR POLLUTANTS (NESHAPS) REQUIRES THE INSPECTION FOR ASBESTOS i CONTAINING MATERIAL PRIOR TO THE RENOVATION OR DEMOLITION OF THESE FACILITIES. IF ASBESTOS IS FOUND IT I i REQUIRES THE PROPER REMOVAL BY A FLORIDA LICENSED ASBESTOS CONTRACTOR OR PROPER WORK PROCEDURES i DURING DEMOLITION ACTIVITY. 1 79�24 8. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN i [ \ ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE \ CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES \1 AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. I ,� 1 _�Y�6 � -�- 9. DEMOLITION ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL PHASE I / 11 AND ASBESTOS W REPORTS PREPARED FOR SUBJECT PROPERTY. CONTRACTOR SHALL OBTAIN FINAL COPIES OF SUCH REPORTS FROM � OWNER. 16, f�s CONSTRUCTION SITE WORK TESTING: i I . ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CERTIFIED/LICENSED GEOTECHNICAL 1 �7' ENGINEERING FIRM. i 2. ALL SITE WORK CONSTRUCTION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECTS I GEOTECHNICAL REPORT AND/OR THE TESTING PARAMETERS OF THE LOCAL MUNICIPALITY/AGENCY HAVING I JURISDICTION OVER THE SITE WORK. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. I 1 3. COPIES OF PASSING TEST RESULTS SHALL BE PROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, CONTRACTOR I AND LOCAL MUNICIPALITY/AGENCY FOR PURPOSES, SUCH AS BUT NOT LIMITED TO, CERTIFICATION, AND ACCEPTANCE OF FACILITIES BY THE DEVELOPER AND/OR MUNICIPALITY/AGENCY. 4. ENGINEER WILL NOT BE RESPONSIBLE FOR SCHEDULING, COORDINATION OR EVALUATION OF THE SOILS TESTING AND CERTIFICATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER/DEVELOPER TO MAKE THE NECESSARY I ARRANGEMENTS DIRECTLY WITH THE SOILS TESTING LABORATORY/GEOTECHNICAL FIRM AND THE SITE i CONTRACTOR. I PRUNING NOTES: � ! � 1. THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A 300 PRUNING STANDARDS, REFERENCED AS SECTION , 4.1.6.1.8 (NATURAL RESOURCES) OF THE DEVELOPMENT REVIEW MANUAL ARE THE STANDARDS TO BE UTILIZED FOR ALL 1 TREE PRUNING ACTIVITIES. FAILURE TO COMPLY WITH THE ANSI A 300 PRUNING STANDARDS MAY RESULT IN i PROSECUTION UNDER THIS CODE FOR EFFECTIVE TREE REMOVAL UNLESS A LAND ALTERATION PERMIT AUTHORIZING ' THE REMOVAL HAS BEEN OBTAINED. I ! 79,JO 2. PRUNING OF A GRAND OAK, WITH THE EXCEPTION OF MINOR PRUNING, IS PROHIBITED UNLESS CONDI IN 1 ' \ ACCORDANCE WITH THE ANSI A 300 PRUNING STANDARDS AS PERFORMED BY AN ARBORIST CERTIFIED BY THE I INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERICAN \1', 79� Jf? SOCIETY OF CONSULTING ARBORISTS (ASCA). A NOTARIZED AFFIDAVIT AFFIRMING AN ISA CERTIFIED ARBORIST OR AN I ASCA REGISTERED CONSULTING ARBORIST WILL CONDUCT OR ONSITE SUPERVISE THE PRUNING SHALL BE SUBMITTED wool TO THE COUNTY PRIOR TO THE PRUNING OF A GRAND OAK. AN ISA CERTIFIED ARBORIST OR AN ASCA REGISTERED I 20'A! CONSULTING ARBORIST CONTRACTED BY A PROPERTY OWNER TO PRUNE A GRAND OAK SHALL ASSUME FULL I RESPONSIBILITY FOR ALL PRUNING ACTIVITIES DETERMINED IN NONCOMPLIANCE WITH STANDARDS SPECIFIED WITHIN I THE LAND DEVELOPMENT CODE. I SUBSURFACE UTILITIES: 1 1. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, MASER CONSULTING MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDON. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION I AVAILABLE. I j170, 42 180.21 COVERED BRIDGE BOULEVARD 23' ASPHALT PAVEMENT � 0,12 �� I % < Ill PIK FSET L073W ,, id ELEV 7A 12 11 ,, (NA WW) I I'1� I MES 11 .i4 INV 75.85' - I ,I I I I �,X I . � � 11 � - I � 1-1 I - I . 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I L STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENTPLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15-26-21-0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 1 5471 West Waters Avenue I I Suite I 00 . 1 Phone: 813.207.1061 1 Vr I Fax: 81 3.28 1. I 050 I SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1 12/31119 AM SMR I PROJECT NUMBER: DRAWING NAME: 19002495A I C-DEMO I T TITLE: SITE DEMOLITION PLAN I SHEET NUMBER: I I i i � . 1 2 of 21 1 ___________ Kl^lrc. III Kl^'r Cd-Al C r%DA%M1K1d-_C II 4-^KIC-117112111 1d-'r1^K1 ax STORY W r i A i ? NOW,� I _ SENTRYPALMLOOP ®..° k.•• . , .• ^ . e I I S .:° • FLORIDA PALM CIRCLE(P) 999 / 20' ASPHALT PAVEMENT 7 Z E S7Y �. � I o 0 err) M r�, Lu I I op LOT 52 I I� P.B. f9• PG 46 .. .. Q ii ash sT 9S s mr,.• RFZ LAND ce k 3 C ,may Ci r L 32 AaAk Q . A.. *` e _ s` w �+ s . a IL R 2 ELEC7MC SS N s LOT f2 a MB 3 - . a - ? - Q 53 C '37 PANEL. 0.0 N. 7EPED 4` tE - 4 c IP I E T7TIC AR f9, PL; 4B � a U 1.1J h' 339 Jk ° �' METER DIED I I �. LL I- i 0 �IA I OS' 4 LAND °' ' f°. t4 _ U 0' TYPE A .' „ b Z LANDSCAPE OSt E BUFFERS ) I I Y. a a - a # I ` MI N. .G, v 10' 24 23 22 20 19 8 ,. a 116 ''' I I _, MIN. i 1 5 _ J 7 y `: h 2 ` all 0 0 40 xI L ,4 LAWANDA LOOP 20' ASPHALT PAVEMENT WV CO 4 INCH � 4 I� INV ;9a- s2° VINSON AVENU 20' ASPHALT PAVEMEh 7` LTA ,•- M kvv 8T• 44, o Nd PROP. Y SIDEWALK 8 s N CURB 19+00 20+00 o w 21 +00 ADA RAMP - 22+00 I -� - - -{--N - -0 w - +-- - - - 60' R.O.W. R N = a & 23' C- Q I 1r4 I1r4 I f8• RCP # n , r•A ,. PARK I.'° 12,457 SF (0.29 AC) 2I I I I I (A) 10 j- 9' _ 1 I I D RA �� � � MIN. r 13,390 SF 031 AC) 50f -, 49 53 51i 58 '`60 61 bi N die'10, I MIN. r_h :I M9 £ g m� S 0 r .:: gg - a d4 L_-----� RCP Sn " lipR w, 4' HOG a• l I WIRE FENCE Q Q e o Z :a.. w .; ^> a� ,,u R ,&�9 to e� p 4 ;.2 gad#�.w ... PIK NO r.¢ .x... 3^+ •,S u,37 Ml =s"'`A1aed.. 1(sll CL N LL 2Yi3 i'.•'3 X7 ? L COINCIIII a42, s g Co � x PAD s • NO; a a 0 r .31, E.A .UI U 4' CL 4 HON E N 4` IS, £Ltd, J9 L' €.I2° S f.02v I T�;L" n Wor Namer 3 WA: A WR r ��,, 4 Y ej x 0:&;�.q. P1. =�73 I OAP. PN T. P P.& is PO a;a q a` DEVELOPER/APPLICANT AUTUMN PALM DRIVE, LLC 45 BRIDGE ST METUCHEN, NJ 08840 CONTACT: ROBERT CHALFIN PHONE: (732) 321-1099 THIS PROJECT MUST MEET THE REQUIREMENTS FOR THE BUILDING DESIGN STANDARDS FOR TOWNHOUSES FOUND IN SECTION 2.01.03.06.019(P) OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. PRIOR TO SUBMITTING FOR BUILDING PERMITS, THE OWNER/DEVELOPER SHALL SUBMIT BUILDING ELEVATIONS TO THE PLANNING DEPARTMENT TO DEMONSTRATE THAT THE BUILDINGS COMPLY WITH THESE STANDARDS. THESE BUILDING ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE PLANNING DEPARTMENT PRIOR TO SUBMITTAL OF THE BUILDING PERMITS. I. PARCEL ID NO.: 15-26-21-0030-08 100-00 10 2. THE PROPERTY IS LOCATED IN THE MEDIUM DENSITY RESIDENTIAL (R-4) ZONING DISTRICT AND CONTAINS A TOTAL TRACT AREA OF 427,496 SF, 9.82 ACRES. 3. MAXIMUM ALLOWABLE DENSITY = 9.82 AC X 10.5 UNIT/AC = 103 UNITS 4. PROPOSED DENSITY = 94 UNITS/9.82 AC = 9.57 UNITS/AC 0 TABLE OF BULK REQUIREMENTS ZONE: MULTI -FAMILY RESIDENTIAL (R-3) ITEM REQUIRED PROVIDED COMPLIES MIN. LOT AREA 1,700 S.F. 2,100 S.F YES MIN. LOT WIDTH 17' 20' YES MIN. FRONT YARD SETBACK SEE FRONT YARD SETBACK NOTES 15' YES SIDE YARD SETBACK SEE SETBACK NOTES 10, N/A REAR YARD SETBACK 20' 30' YES MAX. BUILDING HEIGHT 35' <35' YES BUILDING (LOT) COVERAGE 80% 62% YES AW0 GENERAL DESIGN & REFERENCE NOTES: I. EXISTING INFORMATION SHOWN HEREON AS APPROXIMATE AND IS TAKEN FROM A SURVEY TITLED "BOUNDARY, TOPOGRAPHIC AND TREE SURVEY" PREPARED BY MASER CONSULTING, DATED NOVEMBER 22, 2019. 2. THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY. ELEVATIONS DERIVED FROM NGS BENCHMARK "C 663", PASCO COUNTY FLORIDA, A ELEVATION 81.57 (NAVD 88). 3. THE PARCEL SHOWN HEREON LIES IN FLOOD ZONE "X" PER THE FLOOD INSURANCE RATE {� 2 MAP FOR PASCO COUNTY, FLORIDA PER MAP NUMBER 12101C0452F, WITH AN EFFECTIVE 11 DATE OF SEPTEMBER 26, 2014 AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT Q AGENCY (FEMA). a 4. WATER AND SANITARY SEWER SERVICES WILL BE PROVIDED BY THE CITY OF ZEPHYRHILLS UZ UTILITIES DEPARTMENT. 5. THE PROJECT WILL UTILIZE A PRESSURE SEWER AND LIFT STATION TO CONNECT TO (� N EXISTING MANHOLE ON LAWANDA LOOP. GRAVITY SEWER TO LIFT STATION. O O 6. THE MAXIMUM WATER DEMAND FOR THE DEVELOPMENT WILL BE (300 GPD X 84 UNITS = 5 25,200 GPD * 4.0 (PEAKING FACTOR) = 100,800 GPD) 7. THERE ARE NO STATE, LOCAL OR SWFWMD WETLANDS IN THE PROXIMITY OF THE PROPOSED DEVELOPMENT. 8. STORMWATER INFORMATION: A. PRE -DEVELOPED CN FOR THE PROJECT SITE IS 43, SCS SOIL TYPE A. B. PRE -DEVELOPMENT IMPERVIOUS AREA IS ±0 SF. 10. FIRE PROTECTION PROVIDED BY CITY OF ZEPHYRHILLS FIRE DEPT. VIA PROPOSED FIRE HYDRANTS. 11. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY APPROVED SITE PLAN. 12. ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, OR STATE RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY USE PERMIT. 13. PROPOSED CONCRETE PAVING AND SIDEWALKS AS NOTED. 14. SOIL TYPES: PER SOIL SURVEY OF PASCO COUNTY, FLORIDA SHEET NO. 49 THE SOILS ARE TAVARES, MILLHOPPER AND NEWMAN. 15. FUGITIVE DUST SHALL BE CONTROLLED BY SPRINKLING DURING CONSTRUCTION IF REQUIRED. 16. HANDICAPPED PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. 17. PAVEMENT MARKINGS IN DRIVEWAY SHALL BE PER FDOT INDEX NO. 71 1-001. 18. ALL DISTURBED AREAS WITHIN PASCO R.O.W. SHALL BE SODDED. 19. DRIVEWAYS SHALL CONFORM TO FDOT INDEX NO. 330-001. 20. SITE CONTRACTOR TO VERIFY ALL UTILITY CONNECTION TO BUILDING WITH THE ARCHITECT PRIOR TO STARTING CONSTRUCTION. 21. THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 22, ALL ON SITE PARKING SPACES WILL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPER'S RESPONSIBILITY TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. 23. THE OWNER/DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN COUNTY R.O.W. ALL RIGHT OF WAY WORK SHALL BE A FUNCTION OF AN APPROVED PASCO COUNTY RIGHT OF WAY USE PERMIT. VERED BRIDGE BOUL 23' ASPHALT PAVEMENT 24. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE ETC. REQUIRE A SEPARATE BUILDING PERMITS. W7 25. NO ON -SITE BURNING IS PROPOSED, IF SO SEPARATE FIRE MARSHALL APPROVAL IS I REQUIRED. 26. ALL CONSTRUCTION IN COUNTY R.O.W. SHALL CONFORM TO CURRENT PASCO COUNTY SPECIFICATIONS. 27. RETENTION AREAS TO BE MAINTAINED BY OWNERS. -S 1`4-OF f -2 28. EXISTING VEGETATION IS TREES AND UNDERBRUSH. 29. THE OWNERIDEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL ZONING CONDITIONS. 4,V 30, A OPEN SPACE AMENITY AREA SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF ZEPHYRHILLS TOWNHOUSE DEVELOPMENT STANDARDS. AT A MINIMUM, THE AMENITY AREAS SHALL INCLUDE A PLAYGROUND, PICNIC SHELTER & SHUFFLEBOARD. 31. PLAYGROUND EQUIPMENT SHALL BE CERTIFIED BY INTERNATIONAL PLAY EQUIPMENT MANUFACTURERS ASSOCIATION (IPEMA) UTILIZING CURRENT AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD F1487. PLAYGROUND SURFACE SHALL MEET CURRENT ASTM (F1292) STANDARDS 32, ALL STREETS SHALL BE PRIVATE. MR 33. SOLID WASTE PICK-UP WILL BE CURBSIDE FOR EACH UNIT. 34. BUILDINGS ARE PROPOSED TO BE SINGLE -STORY 35. NO LOTS ARE LOCATED WITHIN A FLOOD ZONE. 36. STREETS, DRAINAGE AND UTILITIES ARE PRIVATE. SETBACK NOTES E BUILDING WALL MINIMUM DISTANCE FRONT: 15 FEET FROM FRONT FACADE WALL 20 FEET FROM FRONT OF GARAGE WALL SIDE: 15 FEET FROM INTERIOR ROADWAY OR PARKING AREA 10 FEET FROM EDGE OF A RECREATION AMENITY 10 FEET FROM EDGE OF A STORM WATER RETENTION OR DETENTION AREA PARKING AND LOADING PARKING: REQUIRED: TOWNHOMES 2 SPACE PER UNIT (94 UNITS X 2) = 188 SPACES ADA PARKING SPACES REQUIRED= I SPACES ADA PARKING SPACES PROVIDED= I SPACES PROVIDED: 94 GARAGE SPACES 94 DRIVEWAY SPACES 14 ADDITIONAL SPACES 202 TOTAL SPACES OPEN SPACE CALCULATION PARENT TRACT = 9.82 AC R/W DEDICATION TO PASCO COUNTY = 0.08 AC NET PROJECT AREA = 9.74 AC REQUIRED OPEN SPACE (30%) = 2.95 AC OPEN SPACE PROVIDED = 3.12 AC 00, LEGEND EXISTING PROPOSED 4! TLC � TRAVERSE LINE, CENTER LINE 1 12+00 Pl 73+00 OR BASELINE (LABEL AS SUCH) 12+00 _ 13+00 - - RIGHT OF WAY LINE PROPERTY LINE - - - - - - - EDGE OF PAVEMENT FACE FACE CURB BACK BACK DEPRESSED CURB SIDEWALK A, X---X-- FENCES _X _X_ TREELINE ROADWAY SIGNS = 'TW_ -*' •• •• WETLAND LINE _••��••� S MUNICIPAL BOUNDARY LINE I STALL COUNT IO O ADA ACCESSIBLE STALL �J �VJ DEPRESSED CURB AND ADA RAMP HC DIRECTION OF TRAFFIC FLOW __► •1 1 •1 :1 ,0 1 Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: Is NEW YORK ■ MARYLAND j Is PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS I ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 1 Copyright © 2021. Maser Consulting. All Rights Reserved. This p drawing and all the information contained herein is authorized for I use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM vi Z E Ov Z J Q O O U Q O ¢ F Z_ O z Z I- w J Z O Z a U o a Z U U � � z N ELa C 2 o 0 0 U LL,N N_ W % J _N 1 af Of Ce Co Co Z a ¢ a L1J H' N N O Q N o .0 N Of STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY 1 FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 i - Phone:813.207.1061 Fax: 813.281.1050 I SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 I AM SMR I PROJECT NUMBER: DRAWING NAME: 19002495A C-LAYT SHEET TITLE: DIMENSION PLAN SHEET NUMBER: 3 of 21 IVV 1 C: UW IVIJ 1 J<.HLC Ur%11rr1114VJ rwr% %.V1Y.71 nv%: I iwic s� 210 01 a a� j 04 10 I I.01 ol U01NIAM HOW vkA .•s tea; LAWANDA LOOP `4a. • ' \ �- • NOW 20' ASPHALT PAVEMENT V •WM S Co 4 INCH \ rD AR HORS :" In, 1I 0 1 10 '® >. LOT 52�3 F� 1$ Pa 46 oa P.B. �+- LA ; r�� P4 PI L Q e ;4- ®# h 4 a H� I t968 ° D a m, LAB USTI. 1 r-,;A�'<�'�'A - 9 2 aEC7)WC . �° N LOT 12 v MB $ a7 N r -jT I E _ BREAKER PANEL 0.� N. 7FPEn 4^" F: w ; $u P.N T PGA �6 f ku :z ELECTRIC i. . ti .3� 39 N. T-s s Im I n t .• j StIID _. AtEIER r . IJ a T 6 Y : `�, iRA :tin �'4 .. 3. s.i"✓2 ka'reaa,� .._ •A° .. r 6 w .� F.17A po El O!V L PAD $ m.. d" f �.: p_ s t € r a 4 ; I OP V4k3} ..1®`---€: VINSON AVENU I Imo- 20' ASPHALT PAVEMEA 4' Ala. 8$ m r7"I 4 s a -_ 40 ms z 7S 11 I I 21 ;, I 6;.. - _ I i24 23 22 0 9 G it ; 4 4. SENTRYPALMLOOP FLORIDA PALM CIRCLE(P) 20' ASPHALT PAVEMENT .4 t EY (NA ) V 81.44' II a silk 9 ku 1'a:Q Lj �J 3 ' H PROP. STOP BAR, RI - I 36" STOP SIGN & STREET SIGNS I I 18" RCP j s ,32- I 48 49 2 Ss 54 I 57 5, f? " of ) r I •# g I I r � D I . I GRATE M-7—W* I 6?, 0s27E RrP s Y ', e _ q is 3: - . N . a t 4' HOG : x;," . 7EPEZ? .,. e P z •' WIRE FENCE £ r Pam NC :J..SID ac ` 6 f 4P N., § F. . L8:08 I1 ID ' CaW - s2e � f f3" a3� IY' L PAD ( OWNW ADZE :' S:am, 3 y y s' S s2' ,, LAND m°�'n' R7s 2•�;�N� R7 LAND UWRESMAW-9 r Nor walmErv, CST IN= I anA 1 WiTSA; Y a8 Rsa fY ,D 01ka. 6 Po. 73 P,. i. Ra L PC, a� t f M , `Y r I I V Qz k, - APPROX. Loco nary OF EXIS77NG 8" WA7ERMA/N : 0 COVERED BRIDGE BOUL 23' ASPHALT PAVEMENT �. E 7,W c WV 7.9.12 (NA ) IN 74. ' E 04-E OF THE SE 41,14 OF V 4d' Raw OPIK VAWET rj L87 "gym; 76,46-(NAWW PAINTED 24" SOLID WHITE STRIPE (TYP.) POST DETAIL SPEED LIMIT 2� 24" x 30" R2-1 SIGN DETAIL 6' MIN. PAINT PER DOT SPECIFICATIONS PEDESTRIAN CROSSWALK DETAIL N.T.S. 24" SEE PLAN►I PAINTED STOP BAR N VARIES x 8" PRIVATE STREET NAME VARIES x 8" D3-1 SIGN DETAIL R I -I SIGN DETAIL PAINTED 12" SOLID WHITE STIPE (TYP.) ME 3N SEE NOTE #4 Z g o_ N w BREAKAWAY STEEL U-POST 0 0 rn 0 GRADE r:II 4' MINIMUM �— EDGE OF PAVEMENT FH TO MEET THE D IN THE CURRENT MANUAL S" FOR STREETS AND M. )STS IN CONFORMANCE 3 AND DOT STANDARDS. A EDGE OF SIGN TO BE T-0" EDGE OF SHOULDER, AS NAME SIGNS WILL HAVE A =RS. NAME SIGNS WILL HAVE A _RS. !T SIGN MOUNTING NO OUTLET 24" x 24" D 14-2 SIGN DETAIL WI-IRW/ 15 MPH WI-ILWI 15 MPH SIGN DETAIL SIGN DETAIL 00, LEGEND EXISTING PROPOSED q I T� TRAVERSE LINE, CENTER LINE 12+00 P/ i3+00 OR BASELINE (LABEL AS SUCH) 12+00 -0- 13+00 — — RIGHT OF WAY LINE PROPERTY LINE — — — — — — — EDGE OF PAVEMENT FACE FACE CURB BACK BACK DEPRESSED CURB SIDEWALK ° 'A IA. a.:. X X FENCES X X TREELINE ROADWAY SIGNS ®•••• WETLAND LINE ®••®••® MUNICIPAL BOUNDARY LINE STALL COUNT I O ADA ACCESSIBLE STALL �J VV/ DEPRESSED CURB AND ADA RAMP HC DIRECTION OF TRAFFIC FLOW —► —001 40 0 40 80 SCALE : V = 40' WiAS E R C 0 N S U L T I N G P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for i use only by the party for whom the services were contracted or to i whom it is certified. This drawing may not be copied, reused, I disclosed distributed or relied upon for any other purpose without g the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF • EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM 01 IN Z O Z Lu O O U 3 a o } a Z _o c� Z Z H J O U Z O Z F �5 U L Z O a U d U ce F Z a C U Lu ° w N_ 1 UJ w In � w h � m Z �< ° Lu � Q o N V\ o N No N tl1 . STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.003 0-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE DATE DRAWN BY: I CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-LAYT SHEET TITLE: STRIPING AND SIGNAGE PLAN SHEET NUMBER: 4 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 1 , " 1. x LOT52 I 1 I �r 10 I P.R 19, PG 48 01 01 Id W " kpd/� N BOG ;Affs J !J. 2 ELEC711W A67MS/ °` ty � LOT 12 4/B � ffi �: e&k �H ( ZEAfCJ<7P PANEL QO5 N. P B I 1� P� 48 ELEGFRPC .. STIED ti 9FPED 339' N. I I 9 12 / ( a oar f.ie ' as1 v �;�JC, � :�:; -_ - �v R ;�4�• I,� '. ., A -• MEG 1, El „ _. 86 µ g 44�,60 85 84 84 _ �g - 83.80 , BS X 84 X ,� , . . �m h a a 84.23 84.33 _ 84.33 84.10 84 25 1s• _ -I 1 py Y= v I , ;P 10 All �9 I10 i4 71 I 1.6 ii I7 i._ � S � S 4 ie Cgg .max, I.....F.FCL. 84.8 Q.3� _, --! p ao 00 all 11 a v CAM Co Ln t s I 4.20 .100 - - - „ �82.94 83.43 83.91 . d Mal A 3.80 2; > 83.66 (P-2) � Y' INLET S-6 I WI-IR W/ 15 MPI,' nn } ` I 19+00 S' INLET S-2 + SIGN 20 MPH 21 +00 +00 'S' INLET S-3 82.0 g) J ' - i a 82.51- - ( - - X 83.38 HP - 82.80 (P 5) 1 I >>y PROP. CROSSWALK %< o /X 83. I3 HP 23' v (TYP.) 82.39 1 82.19 I r ° rn ,� 1-0 LET S- I 82.46 !� E I I I 83.66 -, = «� " 82.94 \ 'C' INLET OC I''' - ~ I X ' 4 83,60 • s 83.30 ` - 82.03 B 81.91 100 J E B a 2Jj 86 1 1 ' a 81,10� / iNI R V>/,'5 MPH SIGN 81.86 29 0 85 55 co ! � I EME E NC Yj O a81.7$ROP ACCESY SIGN .- f �csF 84.20 a 81.53 of 3$ u 9 a<� 4 10 f M N. 10 81 82•. I 'S' INLET S-4 '� r 4, k, 0 ' F.F.EL = 84.20 18,83.70 _. I 9 NI: �® 32 $4 82 CL. GR. EL. 79.60 . 813 82.00 i2`b0 ; 83.05 82.52 82.58 81.50 82 X 50 X - 81-- 81.5`}i80 q 1 •"Ally ,. i 78 r. �-I .# . MESSS Y L o # f WITH SUM + _ SEE DETAIL v .', r. CA,ta I I gg 81 0 79 A I Z£ IiIIM MES S- 15 35 I WITH SUM I o Q 1.50 a 84.25 'S' I LETS x SEE DETAIL ep N 11 G - 82.70 82.70 G I �p e - 2" 83 0 � , 7& � � r S' INLET S-13' 8 17 POND ^ o °I 7 I DHWL(25YR-24HR) = 80.55- I 11 I p A I k4: M I R BOT EL. = 78.10 0 38 5 SHW EL. = 76.50 C C I _-- - --_-- _ $3:50 83. 10 0 82.57 83.10 82 81.50 X y .+0 20' ; I I •. - 83 ; ai EF.EL, 8133 .__ 14 Lr s 1 ;II F _ h:73 .. M (Er 69 E`f i bi 6b _. 65 6i G�. ;a J - s I M• I r E ' INLET OS 3 �< I 7' > z ME -12 'I A SS c ( a. a WITH SUM ME a, ^ • I I 5 I .. X 3 H P, 3 1 ' - 8 . - --' � SEE DETAIL ,.. SPEED LIMIT"' - 7; I F El 35'00 , I I PR P. FL ME. . r-ice-^ = 78.10 83.60 \ 79 SEE ETA L �= SIGN - \ 80 Sill - - n LA 83.38 83ill 82.73 83.41 82.53 �_ 82.18 D 78.98 Ie I; D "A d A k P 44 ^I OO 82.62 S 1 79.01 _79.00 N " 4 .. 82.8`6 - W I -I R W/ 15 KPH SIGN 'S' INLET S-782.21 -_ _ I - -PROP 80.58 ALK (TYP.) --ice+00 O B 9+65.05 �r -iE 82.89 HP - -T- a 81.66�r l { __ 14+00 'S' INLET S-8 13+00 (P-7) 12+00 +00 78.91 9+65' 78.75 78.85 46 w. 83.38 , .., ,. 84.00 t r - } g A...: ... ' • .... .. ,.-. 'S'INLET S-9, :. , . ' d ., • � 82.73 ' 83.41 82.53 �+� • � �r4� 83 82.18 - SEEODETI�IL1 84 X 83.20 I MEG a STREET SI E MES S-10 S SIGNS 1B' RCP a` 01 '., ( o WITH SUM - ^ 4 , f . 1 ao a I 00 eo 'C'INLET OC-4 SEE DETAIL 81.50 ,, YG EL 77 5 _. i' 0 ` *'" F F. LL84.30 o m 1 4, _ M „ PROP. WALL -TYPE wI _ • : ,. ,� - _. _ ,-, M; _ , 1 � CONTROL STRUCTURE 1 17 4 5C, S I 1 sSf _<? ski ;) 6 b� - o °. t SEE DETAIL SHEET FOR MORE INFO. 81.15 • 1 -81.50 ,.. I I y ° s,Kv I 6 k 80 83.50t' �E 83.20 83.20 82 _ 577 8 I �$T�b - m 4 1 - -�E 82.75 � P. ' 83.50 g3 83 81 ��R4 z ... ',, r f,. .a. ;w>:`-,` `- - , ,:., 4 HOG MEG fi- ,x.„.�:, cI'. -J` 81.50 1 r c :: : • : � 'I •' ,- VNRE FENCE . , 81.5 - 81.50 EX. INLET % w �a,`e '►'L. I �EX. TOP EL = 77.54 2'X.3' ?AT �` •- F � �- EX. E. INV. = 75.55 . • ,: i; COMCR E1E PROP. N. INV. = 75.65 �� a PAO a `L�'II aI I /2WN&4�«-.0H AAA C 3 LARDS R f 1 Aill """ ..• hs??; 11 ;° x� ' ; �,. `j l a •, f 4 �F. I 9� I j ,81.E79.6I ) o J(t J qpy rtAyypt y •4'f t I", r ti so Lq e STORM SEWER PIPE NETWORK Structure Table Structure I.D. Description Rim/Grate Pipes (In) Inverts (In) Pipes (Out) Inverts (Out) 0C-1 36 in. x48 in. 'C' INLET 79.90 23"X14" HERCP 77.50 OC-2 36 it 23"X14" MES JLET 79.60 23"X14" HERCP 77.10 OCA 36 in. x 48 in. 'C' INLET 78.00 * 23" HERCP 75.50 23"X14" HERCP OS-3 36 it 23"X14" MES JLET 77.90 23"X14" HERCP * 23" HERCP 75.90 S-1 36 in. x 45 in. 'S' INLET 82.27 * 15" RCP 79.50 S-2 36 in. x 45 in. 'S' INLET 82.27 * 15" RCP 79.35 * 18" RCP 79.35 S-3 36 in. x 45 in. 'S' INLET 82.08 * 18" RCP 15" HDPE 77.80* 77•80 * 24" RCP 77.80 S-4 36 in. x 45 in. 'Y INLET 82.53 * 24" RCP 77.35 * 24" RCP 77.35 S-5 24 in. MES 79.35 * 24" RCP 77.10 S-6 30 in. x 30 in. 'Y' INLET 81.80 * 15" HDPE 78.10 S-7 36 in, x 45 in. 'SINLET 81.97 * 15" RCP 79.50 S-8 36 in. x 45 in. 'S' INLET 81.97 * 15" RCP 79.35 * 18" RCP 79.35 S-9 36 in. x 45 in. 'S' INLET 81.42 * 18" RCP 78.10 * 24" RCP * 24" RCP 78.10 78.10 S-10 24 in. MES 80.20 * 24" RCP 77.95 S-I 1 36 in. x 45 in. 'S' INLET 81.42 * 24" RCP 77.95 * 24" RCP 77.95 S-12 24 in. MES 80.05 * 24" RCP 77.80 S-13 36 in. x 45 in. 'S' INLET 81.93 * 15" RCP 79.50 S-14 36 in. x 45 in. 'S' INLET 81.93 * 15" RCP 79.35 * 18" RCP 78.95 S-15 24 in. MES 79.96 * 18" RCP 78.25 TESTING & INSPECTION REQUIREMENTS (PAVING/GRADING) I. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH SITE SPECIFIC GEOTECHNICAL REPORT FOR THE SITE, AS WELL AS THE QU UPON TESTING SCHEDULE REQUIRED BY FDOT AND THE AFFECTED MUNICIPALITY. U O COMPLETION OF WORK, THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN -PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. PAVING & GRADING NOTES: I. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNERS ENGINEER, OR OWNERS SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES UNLESS OTHERWISE NOTED. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. S. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 6, CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 7. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL. 8. CONTRACTOR TO PROVIDE A 1/2" TO I" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER PLACED CONCRETE ETC. 9. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F D..T. STANDARD INDEX # 17346. 10, THE CONTRACTOR WILL STABILIZE, BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS, ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. GRADING NOTES: I. PROPOSED GRADE ELEVATIONS SHOWN AT BUILDING LINE ARE GROUND ELEVATIONS. 2. PROPOSED SPOT ELEVATIONS IN PAVEMENT AREAS ARE TOP OF FINISHED PAVEMENT. 3. ALL ROOF LEADERS SHALL CONNECT TO THE PROPOSED DRAINAGE SYSTEM. LOCATIONS OF ROOF LEADERS ARE SHOWN HEREON. 4. ALL PROPOSED CURBING IS TO BE CONCRETE CURB WITH A 6" REVEAL AS PER DETAIL UNLESS SHOWN OTHERWISE ON THIS GRADING PLAN. 5. CURB AND SIDEWALK ARE TO BE DEPRESSED AT PROPOSED BUILDING ENTRANCES, CROSSWALKS, SERVICE ACCESS POINTS AND ROADWAY INTERSECTIONS PER THE LOCATIONS ON THE SITE PLANS. ANY DISCREPANCIES SHALL BE REVIEWED WITH THE PROJECT ENGINEER. 6. EXISTING INFORMATION SHOWN HEREON AS APPROXIMATE AND IS TAKEN FROM A SURVEY TITLED "TOPOGRAPHIC SURVEY" PREPARED BY FLORIDA DESIGN CONSULTANTS, INC, DATED JUNE 27, 2019. 7. THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY. ELEVATIONS DERIVED FROM NATION GEODETIC SURVEY WEBSITE, ELEVATION NAVD88'. 8. ACCORDING TO THE FLOOD INSURANCE MAP FOR PASCO COUNTY PANEL 380 OF 500, COMMUNITY PANEL NUMBER 0380F, MAP NUMBER 12101 C0380F, EFFECTIVE DATE SEPTEMBER 26, 2014, THE SUBJECT PARCEL IS GENERALLY WITHIN ZONE 'X'. THE FEMA LINE SHOWN ON PLANS IS APPROXIMATE AND BASED ON FLOOD INSURANCE MAP REFERENCED ABOVE. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAPPED) ACCESSIBLE COMPONENTS FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EGRESS, SHALL COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDED, BUT ARE NOT LIMITED TO THE FOLLOWING: PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) IN ANY DIRECTION CURB RAMPS - SLOPES SHALL NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET, LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL PROVIDE POSITIVE DRAINAGE, AND SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) CROSS SLOPE. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - SHALL PROVIDE A 36 INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL, (CAR OVERHANGS CANNOT REDUCE THIS MINIMUM WIDTH), THE SLOPE SHALL BE NO GREATER THAN 1:20 (5.0% OR 5/6" PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) IN CROSS SLOPE, WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5,0%), AN ADA RAMP WITH A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM DISTANCE OF 30 FEET, SHALL BE PROVIDED. THE RAMP SHALL HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. DOORWAYS - SHALL HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE UP THE DOOR THAT IS SLOPED NO MORE THAN 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA SHALL BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE APPLICABLE CODE SECTIONS). IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE OFFICIAL PRIOR TO COMMENCING WORK, N W STORM SEWER PIPE NETWORK Pipe Table Pipe I.D. Description Length Invert Up Invert Dn Slope OP -I 23"X14" HERCP 97' 77.50 77.10 0.41% OP-2 23"X14" HERCP 119' 75.90 75.50 0.34% P-1 * 15" RCP 24' 79.50 79.35 0.63% P-2 * 18" RCP 278' 79.35 77.80 0.56% P-3 * 24" RCP 102' 77.80 77.35 0.44% P-4 * 24" RCP 63' 77.35 77.10 0.39% P-5 * 15" HDPE 5 P 78.10 77.80 0.59% P-6 * 15" RCP 24' 79.50 79.35 0.62% P-7 * 18" RCP 197' 79.35 78.10 0.63% P-8 * 24" RCP 29' 78.10 77.95 0.51 P-9 * 24" RCP 24' 78.10 77.95 0.62% P-10 * 24" RCP 34' 77.95 77.80 0.44% P-1 I * 15" RCP 24' 79.50 79.35 0.62% P-12 * 18" RCP 137' 78.95 78.25 0.51 % NOTE * THERE ARE PRIVATE STREETS, WHERE ADS PIPE CAN BE USED. LEGEND EXISTING PROPOSED 4� TLC _�� TRAVERSE LINE, CENTER LINE , 12+0o PI 13+r70 OR BASELINE (LABEL AS SUCH) 12+00 13+00 - - RIGHT OF WAY LINE PROPERTY LINE - - - - - - - EDGE OF PAVEMENT FACE FACE CURB BACK BACK DEPRESSED CURB All • SIDEWALK A A A Q' a -X-X- FEN FENCES X X TREELINE ®•- -a v- ROADWAY SIGNS • • • • ® WETLAND LINE s • 0 0 0 ® MUNICIPAL BOUNDARY LINE 77 B' INLET 77 'E' INLET B O STORM MANHOLE ® SANITARY MANHOLE O FLARED END SECTION HEADWALL 0 HYDRANT 11 POLE MOUNTED LIGHT ®®® 74 75 � - CONTOURS 74 75 x G 29.0 SPOT ELEVATION X G 29.0 DIRECTION OF OVERLAND FLOW -t- X TC 29.0 TOP OF CURB ELEVATION X TC 29.0 is BC 29.0 BOTTOM OF CURB ELEVATION X BC 29.0 TOP OF DEPRESSED CURB ELEVATION X TDC 29.0 •1 1 •1 :1 � � 1 ERI C O N S U L T I N G P• A. i Customer Loyalty through Client Satisfaction I www.maserconsI Iting.com --_Office Locations: ■ NEW YORK ■ MARYLAND I ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO i State of F.L. C.O.A.: 30301 / LB7388 c Copyright 2021. Maser Consulting. Rights Reserved. This 1 O g gh drawing and all the information contained herein is authorized for ! use only by the parry for whom the services were contracted or to 1 I whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting P.A. 4PROTECT YOURSELF # ALL STATES REQUIRE NOTIFICATION OF m EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM Vi Z F o � uu U F O O a 3 a O z O Z Z F- J Z O Z U O F r Z U U O z d a a V) U o 0 0 U ,,, Ln , w > > > I W W W m Z UJ C. N N O IN W cc STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue ! Suite 100 j Tampa, FL 33634 i - Phone:813.207.1061 Fax:813.281.1050 ! SCALE: DATE' DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 I AM SMR PROJECT NUMBER: DRAWING NAME: l9002495A C-GRAD All SHEET TITLE: GRADING PLAN SHEET NUMBER: 5 of 21 �L V NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 95 90 85 80 75 85 ti Z Z Z ? Z 1 Lu a F - I- 0 a F E 84.75 4 r 2.00% i l FIFE 84.25 MAX 5' ' I 10 -- -- -.- - A - VA LEY CURB V LLEY CURB EXISTJNG GRADE I LMDI^BO15" HDPE CDN N ro c Cc M 0+00 1+00 2+00 CROSS SECTION A -A HORIZONTAL: I" = 40' VERTICAL: I" = 4' 80 PON[ BOTTOM 75 85 ER 75 90 85 75 95 90 85 80 75 3+00+ 15.49 90 35 30 75 90 a 90 Z O Z Q i Lu _Z J h- J. Vi F5I r .Q J �a 85 We U 85 PROPOS D STONE 3 CL 0 EMERGENCY ACC SS ONLY. �= o_ SEE SHEET 12 FO DETAILS., ;n VALLEY CURB 2.00% o 0 MAX . 80 80 MEG J —23" HERCP 75 75 co c; m o 00 0+00 1 +001 + 18.10 CROSS SECTION B-B HORIZONTAL: 1 " = 40' VERTICAL: I" = 4' 90 85 80 75 85 80 I BO 75 Z 0 Q z_ U J Z b. F t7 Lu F 5' � H in .. TOg I' FLAT AREA 4 MEG Ic rTLC /.. 2.00 S MAX n � o a C 85 80 75 0+00 1 +00 1 +27.72 CROSS SECTION C-C VERTICAL: I" = 4' W Lu z Z w z W Z Z,J -� -� U U U W Oh - F-O J� CL MEG -- -- — — MAX FrES 84.25 FFE 8100 _ - _ — — j FFE'83.83 _ g� 50 105 4 VALLEY CURB POND s TT M i i I I � I o QO CO CC) CC co Cc CO 90 85 80 75 0+00 1 +00 + 16.23 0+00 0+80.51 0+00 1 +00 2+00 3+00 3+43.33 CROSS SECTION E-E CROSS SECTION F-F CROSS SECTION G-G HORIZONTAL: I " = 40' HORIZONTAL: I " = 40' HORIZONTAL: I " = 40' VERTICAL: I " = 4' VERTICAL: 1" = 4' VERTICAL: I " = 4' t 0 5 U u e 85 85 D . . Q aQ ' U Ua o -LL N N / 0 . t .II n 80 of N Lu80 77t PROPO D ACCESS CONNECTION FROM \ AUTUMN PALI I DRIVE EDGE OF PAVEMENT TO R.O.W. LINE TO BE CONSTRUCTED PER CONNECTION ECTION DETAIL ON THIS SHEET. i 23" HERCP I j 75 75 DO 0)N N N 0+00 1 +00 1 +64.26 CROSS SECTION D-D HORIZONTAL: I " = 40' VERTICAL: I " = 4' CONNECTION SECTION DETAIL STANDARD SECTION LAYER DESCRIPTION LAYER COEFF DEPTH SN A 3" TYPE SP-12.5 ASPHALT 0.44 3.00 1.32 B 10" SOIL CEMENT (300 PSI) 0.15 10.00 1.50 C 12" STABILIZED SUB -BASE (LBR-40) 0.08 12.00 0.96 TOTAL PROVIDED 3.78 0 1 0 1 2 uo 0 SCALE: 1" = 1' VERTICAL 3� 10 0 10 20 1 1 1 1 SCALE: 1" = 10' n HORIZONTAL ER U L T I N 6 P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ PENNSYLVANIA Is GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, PA PROTECT YOURSELF • ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM H Z F F Z o LU o 3 a O J = o U Z F J Z O Z U 0 Z F- U U O � 0� Z d N a a d o 0 0 N h LU N N uj W W W m Z Q Q Q 0 Lu N_ O Q NIn N N a > Lu STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-XSEC SHEET TITLE: CROSS SECTIONS SHEET NUMBER: 6 of 21 IVV 1 l UV l 1 *%. i t unAYYIIVbJ rVR 1 mu%. I IVIV. 7Lv ��ul STD M'MAR I '•" • n Y P a 8 �d SENTRYPALM LOOP DIRECTIONAL DRILL ®: UNDER AUTUMN PALM DRIVE. SEE DETAIL a �m t STORY MODULAR Haw _ I FLORIDA PALM CIRCLE(P 20' ASPHALT PAVEMENT ° s 90° BEND TYP. ' x 3 ; � s 0 LL d M - .o I. T: a ' fin 7 0 •:• � : - tea. OWE T(" . Cb .. .. H on I \ LL 66 1, LOT 32 �, s P ( m3 g i 11 t .yjl . Pa o $ e f E ( � s " w J I gym. r I / d�� 1 Y >. - ...11 - ��••y{ � ss .,,,, Nam^ p,i a. ...>. .. , 2 i�•C7RlC Adi1FRS N � M • •ea F_r LOT 12 .. may✓ .m .-.:�- :.: t+' , ,:- _... a' 6�'i1XEii PMIQ Q05' N. j g - i � . 1EPE6 P.�. 1R PG 48 _ I I o` TRANSFORM M ra „ .. � ..tea r x ". txM COkC P u_ s' �� �� T T T T T T-?----r-�--T - Y IL¢ 4' BACKFLOW PREVENTER (SEE DETAIL) WITH 4 r Af. A f T" SERVICE TO BUILDING AND FDC. CONTRACTOR 16' ` � 0. I TO COORDINATE WITH ARCH./MEP PLANSiv -- -- --- I UTILITY CROSSING u- 0 IUTILITY CROSSING 1g STORM INV. = 77.83 - 77.94 STORM INV. = 79.19 - 77.97 SAN. CROWN = 72.10 - 72.53 �. SAN. CROWN 73.62 - 72.51 , t j a _ _ H I .���®I,- �r��� li��i���iJ��I�Ii!:i .�I1���1♦��II■II.�_�I�Il�l�il���l�r�.� � rn■III�I�L-��ii���!ll�I�il��i' � � W_ _ R�="!"VRME� -- � SHZD PASCO COUNTY DEVELOPMENT REVIEW -STANDARD SITE PLAN NOTES I. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE PASCO COUNTY STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER FACILITIES SPECIFICATIONS; LATEST EDITION. 2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE OWNER -DEVELOPER. 3. INSTALLATION OF FUEL STORAGE TANKS REQUIRES REVIEW AND APPROVAL BY THE FIRE MARSHAL AND THE ISSUANCE OF A SEPARATE BUILDING PERMIT. APPROVAL OF THE SITE PLAN DOES NOT CONSTITUTE APPROVAL OF THE LOCATION OF THE FUEL TANKS. 4. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY -APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE. S. HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. 6. THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 7. ALL ON -SITE PARKING SPACES WILL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM C TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS' RESPONSIBILITY TO PROPERTY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. 8. THE OWNERIDEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN COUNTY RIGHT-OF-WAY. ALL RIGHT OF WAY SHALL BE A FUNCTION OF AN APPROVAL PASCO COUNTY RIGHT-OF-WAY. 9. ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF THREE -AND -A -HALF (3-1/2) FEET IN HEIGHT. 10. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY USE PERMIT. 11. THE OWNER/DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL REZONING/MPUD/PUD CONDITIONS. 12. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE, ETC. REQUIRE SEPARATE BUILDING PERMITS. 13. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH "STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES SPECS. LATEST EDITION." mIrr ruvur UTILITY MOTES I. FIRE HYDRANTS MUST BE FLOW TESTED AND COLOR -CODED BASED ON FLOW RESULTS. 2. CONNECTIONS INTO EXISTING COUNTY -OWNED SYSTEM SHALL BE VIA WET TAP. WET TAPS SHALL BE PERFORMED BY PASCO COUNTY UTILITIES SERVICES BRANCH AT THE DEVELOPER'S EXPENSE. EXCAVATION, BACKFILL AND SURFACE RESTORATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. MATERIAL FOR WET P LARGER THAN 2" SHALL BE PROVIDED AND INSTALLED BY THE PROJECT CONTRACTOR. TAPS GE O 1 3. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH "STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES SPECS. UTILITIES SERVICES BRANCH SHALL NOT OWN OR MAINTAIN WATER SEWER LINES OR 4. THE PASCO COUNTY TIES SERV C S RA 0 FACILITIES ON SITE. 5. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE PASCO COUNTY CODE OF ORDINANCES, CHAPTER 46, FIRE PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS. 6. A SEPARATE PLAN AND PERMIT, ISSUED TO A CONTRACTOR LICENSED BY THE FLORIDA STATE FIRE MARSHALL'S OFFICE, IS REQUIRED FOR THE INSTALLATION OF UNDERGROUND FIRE LINES. A I 'XI T PASCO COUNTY AROUND THE 7. OWNER/DEVELOPER SHALL FORMALLY CONVEY 5 5 WIDE EASEMENT O SC U TY AR U WATER DISTRIBUTION ASSEMBLIES. STANDARD FIRE PROTECTION NOTES A. ALL PROJECTS MUST COMPLY WITH PASCO COUNTY FIRE HYDRANT ORDINANCE NO. 46-51. B. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES. C. PER THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA-I, 16.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. D. PER NFPA-I, 18.3.4.1: CLEARANCES OF 7+ FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES. E. GATED ENTRIES REQUIRE A SIREN OPERATING SYSTEM OR A 3M OPTICOM SYSTEM FOR EMERGENCY ACCESS. NOTE: PRIOR TO COMMENCEMENT OF CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE HORIZONTAL AND THE VERTICAL LOCATIONS OF ALL UTILITY TIE-INS AND MUST NOTIFY, IN WRITING, THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. ALL SHOWN UTILITY TIE-INS ARE APPROXIMATE AND BASED ON ATLAS INFORMATION WHICH IS KNOWN TO BE INACCURATE. �o _K (TYP.) I" C-900 DR-14 9 65 ,TERMAIN i 3 + COVERED BRIDGE BOULEVARD • * 1, 23' ASPHALT PAVEMENT 3: 18. RCP 0 .q I6) YES a s 18. �13P TESTING AND INSPECTION REQUIREMENTS (SANITARY): I. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS ASSOCIATED WITH A TELEVISED INSPECTION OF THE PROPOSED GRAVITY SEWER LINE ASSOC(TV) CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY. 2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS (IF APPLICABLE) SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTORS' RESPONSIBILITY. OFF -SITE IMPROVEMENT NOTES: TR GYV PAD "` TAR'Y MA f-. E 8' PVC ffi4V-_Aa25' FM i LAWANDA OOP BORE TO CONNECT 4" .r 20' ASPH LT PA MENT FM TO EX. SAN. MH AT L - ` INV. ELEV: 80.35 CONTRACTOR TO �x VERIFYND T CONDITION O INCH REPAIR OR REPLACE AS NECESSARY 4" PLUG VALVE PROP. SAWCUT AND PATCH EXISTING CONCRETE DRIVEWAY $ INV' 8152' ` rpm' F VWSON AVENUE 20' ASPHALT PAVEMENT ,. W5 NV ft44 i- 510 LF - 4" C-900 DR-14 PVC FORCEMAIN y PROP. IRRIGATION METER S WATER SYSTEM NOTES: I SANITARYMAINS, AND EWER SHOULD ALWAYS CROSS UNDERNEATH WATER MAINS WHENEVER POSSIBLE. INSTALLATIONS OF SANITARY SEWERS FORCE MAINS AND STORM SEWERS FORCE A S STORMS S SEWER AT R F WATER MAIN HALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE S, CROSSINGS O S, S LOWER PIP IN SHALL BE ARRANGED AT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY E. THE CROSSING S L RRANG DSO THAT J J TWO JOINTS. WHERE SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO (2) JOINTS IN LIEU OF DIP, THE SANITARY SEWER MAY BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ALLJOINTS N THE WATER MAIN WITHIN FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE J S O H A 20 I TERN T W PIPES CROSSING OVER WATER MAINS THE CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES BETWEEN LINES AND 10 FEET BETWEENJOINTS CROSSING. WHERE THERE S NO ALTERNATIVE O SEWER J CENTERED AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (i.e.. PIPES CENTERED ON THE CROSSING). WHERE A PROPOSED PIPE CONFLICTS WITH AN EXISTING PIPE, THE PROPOSED PIPE SHALL BE CONSTRUCTED OF DIP, AND THE CROSSING SHALL BE ARRANGED SO AS TO SATISFY THE REQUIREMENTS IDENTIFIED ABOVE. A I E MAINTAINED BETWEEN ANY TYPE OF SEWER INCLUDING FORCE MAINS AND EXISTING OR PROPOSED WATER MAINS IN PARALLEL 2. MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL B _ INSTALLATIONS, WHENEVER POSSIBLE. THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 IN I INSTALLATIONS, T ER I HALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP IF AVAILABLE IN THE SIZE PROPOSED WITH A INCHES, N PARALLEL INS ONS, HE WATER MANS C S S ( ), IN I T MAIN SHOULD ALWAYS B LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROMJOINTS MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER S O S E O J J ON THE EWER O FORCE MAIN i.e.. STAGGERED JOINTS). S R O ( GG J ) 3. ALL DIP PIPE SHALL BE MW CLASS 50 OR PRESSURE CLASS 250. REFER TO NOTE #: 8 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 4. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER. WHERE POSSIBLE, 48" MAXIMUM COVER. 5. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH APPLICABLE MUNICIPALITY/AGENCY DEPARTMENT STANDARDS AND SPECIFICATIONS. A N T IN ACCORDANCE WITH APPLICABLE UTILITY DEPT. SPECIFICATIONS. 6. THRUST BLOCK/RESTAINEDJoINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS, 7. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C 151/A21.5 I. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED.. 8. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE BUILT ACCORDING TO THE PREVIOUSLY REFERENCED STANDARDS AND SPECIFICATIONS. 9. ALL ON -SITE FIRE HYDRANTS SHALL BE PAINTED WITH HIGH GRADE ENAMEL FEDERAL, COLOR SHALL COMPLY WITH APPLICABLE UTILITY HAVING JURISDICTION, AND BE OSHA APPROVED, AND MUST BE LOCATED A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FOR PROTECTION. ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF. 10. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. 11. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WITNESSED BY MUNICIPAL UTILITY DEPARTMENT INSPECTOR. 12. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651 AND PASCO COUNTY UTILITY DEPARTMENT SPECIFICATIONS. 13. ALL PVC WATER MAIN, 4" TO 12" DIAMETER PIPING, SHALL CONFORM TO AWWA C900 (DR 18) STANDARD SPECIFICATIONS, PRESSURE CLASS 150 PSI. ALL PVC WATER MAIN PIPING LESS THAN 4" DIAMETER SHALL BE SCHEDULE 80, PRESSURE CLASS 200 PSI. 14. ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER THE WATER MAIN, BURIED NO LESS THAT 18 INCHES ABOVE MAIN LINES. THE TAPE SHALL BE AT LEAST 5-1/2 MILS THICK, 2 INCH MINIMUM WIDTH, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE INCH TALL LETTERS, "CAUTION: WATER LINE BURIED BELOW", ON BLUE BACKGROUND. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE. WHERE OTHER LINES OR SERVICE LINES JOIN THE WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES SHALL BE SECURED TO THE MAIN LINE TAPE. 15. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 16. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY, TESTING AND INSPECTION REQUIREMENTS (WATER): I. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH APPLICABLE WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR SHALL ARRANGE FOR CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE OWNER'S ENGINEER, IMMEDIATELY UPON COMPLETION OF THE WATER SYSTEM, FOR CERTIFICATION PURPOSES. 4" FIRE SERVICE LINE W/ 4" 90° BEND (TYP.) CONTRACTOR TO COORDINATE WITH ARCH./MEP PLANS FDC. CONTRACTOR TO COORDINATE WITH p ARCH./MEP PLANS 1 +65.05 CIE I. PAVEMENT TO BE DISTURBED ARE TO BE RESTORED TO EXISTING CONDITIONS OR BETTER. ADDITIONALLY, ALL DISTURBED AREAS WILL NEED TO BE SODDED. 2. CONTRACTOR TO COORDINATION WORK WITH UTILITY PROVIDERS/OWNERS. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES, INCLUDING SURVEY OF VISIBLE SURFACE ELEMENTS AND ENGINEER WALKTHROUGH. NO SUBTERRANEAN UTILITY LOCATION INVESTIGATION WAS PERFORMED ON SITE, THEREFORE THE UTILITY INFORMATION AS SHOWN IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS AND SHALL BE USED FOR INFORMATIONAL PURPOSES ONLY. ADDITIONALLY NO RECORD INFORMATION RELATED TO PHONE, CABLE, FIBER, ETC. WERE AVAILABLE FOR REVIEW AND ARE NOT DEPICTED ON THESE DRAWINGS. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD -LOCATE ALL SUBTERRANEAN UTILITIES IN THE AREAS OF PROPOSED WORK. 3. MAINTENANCE OF TRAFFIC SHALL COMPLY WITH THE LATEST FDOT STANDARDS INDEX 102 4" FIRE BACKFLOW PREVENTOR (SEE DETAIL W-12) R.O.W. LINE 8"X4" TEE W/ 4" VALVE FIRE HYDRANT ASSEMBLY FDC. CONTRACTOR TO COORDINATE WITH ARCH./MEP PLANS TYPICAL FIRE 1" = 20" SANITARY SYSTEM NOTES: R.O.W. LINE 4" FIRE BACKFLOW PREVENTOR (SEE DETAIL W-12) 4" FIRE SERVICE LINE W/ 4" TEE (TYP.). CONTRACTOR TO COORDINATE WITH ARCH./MEP PLANS ALL WATER AND WASTEWATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "TECHNICAL STANDARDS FOR WATER DISTRIBUTION SYSTEM" AND "TECHNICAL STANDARDS FOR WASTEWATER AND RECLAIMED WATER" CONSTRUCTION SPECIFICATION MANUALS FOR THE CITY OF ZEPHYRHILLS, LATEST EDITION. I. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #'S: 6,9 & 10 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 2. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION No. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6 " DIAMETER. 3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. A ME GASKET JOINTS SHALL BE UTILIZED FOR 4 ALL GRAVITY EWERS MUST BE DR 26 PVC OR DIP CLASS 54 PIPE. EL STO RIC GA G V S S 1 PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3231 & ASTM F1336. JOINTS SHALL COMPLY WITH ASTM D3212. S. ALL PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS 150, DR 18 FOR 6" TO 12" DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" DIAMETER SHALL BE CLASS 200, SDR 21, IN ACCORDANCE WITH ASTM D 2241. FORCE MAINS SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK GREEN STICK -ON VINYL TAPE. FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE CLASS 52 DIP, MINIMUM 3" DIAMETER. 6. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. 7. ALL DUCTILE IRON PIPE SHALL MEET REQUIREMENTS OF AWWA C 151, ANSI SPEC. A21.51. 8. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED WITH A VIRGIN POLYETHYLENE INTERIOR LINING COMPLYING WITH ASTM D 1248 (40 MILS THICK) HEAT BONDED TO THE INTERIOR OF ALL PIPES. ALL DIP PIPE SHALL HAVE A STANDARD OUTSIDE COATING COMPLYING WITH ASTM C151-8.1. 9. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES: 6" @ 1.00%, 8" @ 0.50%. 10. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE PASCO UTILITY STANDARD SPECIFICATIONS. 11. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 12. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. 13. FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN. 14. MUST USE VALVE COVERS WITH LONGER SKIRTS. ALL VALVE COVERS MUST BE FLUSH WITH THE SIDEWALK SURFACE, AND THE FINISHED SURFACE OF THE SIDEWALK MUST BE LEVEL. 15. ALL EXISTING GATE VALVES IN THE SANITARY FORCE MAIN WILL NEED TO BE REPLACED WITH PLUG VALVES. v v v v v v v v v v R.O.W. CONDITION NOTES: I. CITY OF ZEPHYRHILLS UTILITIES SERVICE AREA - (8 13) 780-0006 2. CALL 811 TWO (2) FULL BUSINESS DAYS BEFORE YOU DIG. 3. MARK AREA IN WHITE. 4. EXERCISE CAUTION. LEGEND EXISTING PROPOSED � } TIA, TRAVERSE LINE, CENTER LINE $ 12+00 P/ I3+00 OR BASELINE (LABEL AS SUCH) 12+00 13+00 - - RIGHT OF WAY LINE PROPERTY LINE - - - - - - - EDGE OF PAVEMENT FACE FACE CURB BACK BACK DEPRESSED CURB SIDEWALK <: X X FENCES X X TREELINE ROADWAY SIGNS �s•�••® WETLAND LINE s••�••- ® MUNICIPAL BOUNDARY LINE ® 'B' INLET 'E' INLET as E,99 O STORM MANHOLE 9.,Qa9 ;doph ® SANITARY MANHOLE FLARED END SECTION HEADWALL HYDRANT ti a 7 POLE MOUNTED LIGHT CA TV CABLE TV CONDUIT CAN W WATER MAIN W c A GAS MAIN G T TELEPHONE CONDUIT T E ELECTRIC CONDUIT E SANITARY PIPE - - - - - - - STORM PIPE X ER C 0 N S U L T I N 0 P. A. AMM Customer Loyalty through Client Satisfaction y y g o www.maserconsuItin g .com Office Locations: ■ ■ NEW JERSEY NEW MEXICO ■ NEW ■ Y MARYLAND W ORK ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for b the a for whom the services were contracted or to Y party whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without use only the express written consent of Maser Consultingg,P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF 0 EXCAVATORS DESIGNERS OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM H Z. OU Z F O O U d 3 a O � z g � Z Z F O U Z O Z F r O U 0� U U� Z N n- a 2 o 0 0 N !J1 so W N W N W m z 0 Lu Q ® p N O N p. N N O rq . > Lu STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15-26-21-0030-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002, C-UTIL SHEET TITLE: UTILITIES PLAN 'SHEET NUMBER: 7 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 1W EP: I d a32i.�10� 1 I EX. ROAD I ETAV. = 7 1,50 ELEV. = 78.81 PRIVATE STREET STA. :9+65.07 a ELEV. = 78.80 0+89 BP: 0+00.00 9+65.05 10+00 4 0 4 8 { SCALE: I" = 4' VERTICAL e 40 0 40 80 SCALE: I" = 40' HORIZONTAL 3ON3-1 38/M JOH ,* o L m 00 N o a ^ aOL bo a 1 d 11+00 12+00 PROFILE OF PRIVATE STREET HORIZONTAL: I" = 40' VERTICAL: I If = 4' 13+00 90 85 m 75 70 14+00 3 N 0111 8S 75 70 W a a o Z o oo''' U N N bo U d N Z 00 q _� W0� :D dZ 14+00 15+00 16+00 17+00 18+00 19+00 PROFILE OF PRIVATE STREET HORIZONTAL: I " = 40' VERTICAL: I" = 4' CONSULTI ER11 N G P. A. Customer Loyalty through Client Satisfaction III www.maserconsuIting.com III Office Locations: ■ PN ENSYLVANIA ■ GEORGIA " ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. e PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know. what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM N Z 1- 0 O Z O O i � Q O F Q Z cj O Z Z P J Z O Z U Q r U U Lu W Z dLu a a v¢ N N A N W i 1 Co Co Z a a a Q 0 W p C N N Q � N itl r) O ^ N N W - N M STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT &. IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA i 1 TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 i - Phone:813.207.1061 Fax:813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-PROF SHEET TITLE: PROFILES i SHEET NUMBER: 8 of 21 3 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. IvtASER Vr M C O N S U L T I N G P. IL 90 85 We 75 70 O 0 L'�� U Ua Lu N n n Z I 9 3. Z NBo Nv1 1 o o: a go Q O M 0 0 � ^ ^ ^ 3. W Z 0 -j pNp Z Z Z _ N ce Z Z i STA: 21 +73.94 € STA: 20+09.35 ELEV: 83.38 — — ELEV: 82.51 - t 24 L.F. 15" RCP @ 278 L.F. 18" RCP @ 0,56% (p_2) I I 0.63% (P-1) � II I : I I II I 397 LF 8" N. PVC @ 0.50%! II I � I I -j . .. _O%D cCCO NN C,a, NN o)0, -C;00 O;C 6 00 00 cc 00 Y" 00 U) 00 ,C; 00 p 0D 00 rf; a 19+00 20+00 21+00 PROFILE OF PRIVATE STREET HORIZONTAL: I " = 40' VERTICAL: I " = 4' 2L ID 22+00 CIL I I 'C' INLET OC-2 ' � 3� O4 •� ti ie 90 > Z N Z 06 85 N Sor? Z Q > ti d Z II 80 I I II II II II II II 75 II II I 1� 123 LF 8" SAN. PVC @ 0.63% II 70 22+77.53 III VAU ' L M WN 9 W 4 0 4 8 SCALE: I" = 4' VERTICAL 40 0 40 80 SCALE: I" = 40' HORIZONTAL Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S a.S SURFACE ANYWHERE IN ANY STATE Know what's below. Cal I before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM N Z vi H O w U F Q 0 U cl� o_ CL > Q Q F Z O Z Z F- z o ZZ U o Z r Z U U O C:: d Z d d a U o 0 N W N V W W W m Z Q W p H- N NO N Q 10 N r-4 Lu STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.2 6.21.003 0-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 cv, Phone: 813.207.1061 Fax: 813.281.1050 . SCALE: DATE DRAWN BY: CHECKED BY: V i AS SHOWN 12/31/19 AM SMR i i PROJECT NUMBER: DRAWING NAME: 19002, C-PROF I SHEET TITLE i PROFILES SHEET NUMBER: i 9 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. SAN. MH SAN- I nLV V -v11 23"X14" HERCP T-0" I CLEAR 8" C-900 PVC WATERM) 8" 90' BENDS CASING. S DETAIL SHEET FC MORE INF, S 4— 8" 90° BENDS (TYP.) 0+89'X8" TEE WITH 8" VALVE INTO EXISTING 8" WATER MAIN MEN #Yl v COVERED BRIDGE BOULEVARD 23' ASPHALT PAVEMENT 85 8"X8" TEE WITH VALVE INTO EXISTING 8" WATERMAIN. 75 8" 90° BENDS (TYP.) 70 CASING TO EXTEND 8'-0" :ROM EDGE OF PAVEMENT 0+00 0+88.88 PROFILE OF WATERMAIN HORIZONTAL: I " = 40' VERTICAL: I" = 4' i _ m I "' S. INLET in n O I f11 I w m r X S"4 N m m•.�� --I ivs . , O rn rn LA SAN. MH S (P-4) K m 00 T T m LIFT STATION�LS "Z Op DO' o r-Z I N m 3 D < :o _ Z Cl o u � eN r� ^ 'C' INLETS OC-2 AUTUMN PALM DRIVE M 01 60.00'�RIGHT OF-- YTA7— 23' ASPHALT PAVEMENT A m 4A C �,. W_ O --w W t - ` D ,, Z m -C 95 9( 8! 8( 18" MIN CLEARANC 7! 7( 00 00 Y D I m 10 � % p 1a D w rJ 84 0 �s e r3r _ 8Z -$3- X a I 3 70 � I r. + MB n • C ; 2 00 - FM TM M FM ,.N. FM FM FM -- FM FM- FM FM : $ P 3 f — JNW ��!1 Iip WV w +' 41 Y r -Lt. 2' m 0 —n p cn 0 — � it n�o a:a Dn4& XX I _ N O Ll o ) Zy Z ZC y0 p Ln n- -mi p -v `n m r- Lop) r I D my0nycXO 0 n - . �xZ--16 °0�ZZ S E SCALE: 1" = 40' HORIZONTAL 73 O w $ uj J - - - - • - (� W - - o_ Z 0 D o CL U / EXISTIN 8" C-900 P WATERMAIN / T} d s / I 18" MIN I T-0" MIN CLEARANCE I CLEARANCE CASING. SEE DETAIL SHEET FOR UNDERROAD MORE INFO. N-0" MIN 23"X14" HERCP m 4" PL G VALVE 4" C-900 PVC CASING TO EXTEND 8'-0" E FORCEMAIN FROM EDGE OF PAVEMENT a _ 4" PLUG VALVE 1 I 1 I SEE LIFT STATION 4" C-900 PVC I I g DETAIL FORCEMAIN 4 @ s c CYO .I s 0+00 1+00 2+00 3+00 PROFILE OF FORCEMAIN HORIZONTAL: I" = 40' VERTICAL: I" = 4' 4+00 M 15 BORE CONNECT 4" FORCEMAIN TO EXISTING MANHOLE AT ELEVATION 80.35'. CONTRACTOR TO VERIFY OR REPLACE MANHOLE AS NECESSARY. 10 '5 5+00 5+52.89 WN ER! I i C O N S U L T I N G P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.c0m Office Locations: I ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO I State of F.L. C.O.A.: 30301 / LB7388 I Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party forwhom the i services were contracted or to e whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without ; the express written consent of Maser Consulting, P.A. �— PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM Vi Z F Z o Q 0 0 EL 3CL O ¢ F Z C7 }� F O w Z P J Z O Z 06 U Z F U U CC cf� z dD < 2 fi U N N n W W W W m Z 0 Lu O N O N N O 10N N N ' STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15-26.21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 I Tampa, FL 33634 Phone:813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 190024E C-PROF SHEET TITLE: PROFILES rSHEET NUMBER: 10 of 21 e _ NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. LAWANDA LOOP 10' ASPHALT PAVEMENT vuvwly tiv NEZ 20' ASPHALT PAVEMENT WOODGATE LANE 20' ASPHALT PAWMEN WOODSIDE LANE 20' ASPHALT PAVEMENT --- TO-P OF PROP. STABILIZED CONSTRUCTION ENTRANCE COVERED BRIDGE BOULEVARD 23' ASPHALT PAVEMENT up >--'� BEES 1 ' RCP !NV. 75.41' tT0P OF�r-� SANK BER OP77C VAULT SOIL EROSION AND SEDIMENT CONTROL NOTES I. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. 3. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING. MULCHING IS REQUIRED ON ALL SEEDING. WHEN HYDROSEEDING, MULCH SHALL NOT BE INCLUDED IN THE TANK WITH THE SEED. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTION MANUAL. S. A SUBBASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUBBASE SHALL BE INSTALLED WITHIN FIVE (5) DAYS OF THE PRELIMINARY GRADING. 6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO STATE STANDARDS. 7. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF TWENTY-FOUR (24) INCHES OF SOIL HAVING A PH OF 5 OR MORE. 8. AT THE TIME THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON -VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. 9. UNFILTERED DEWATERING IS NOT PERMITTED. TAKE ALL NECESSARY PRECAUTIONS DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH STATE STANDARDS. 10. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED IN ACCORDANCE WITH STATE STANDARDS FOR EROSION CONTROL. 11. ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAY WILL BE REMOVED IMMEDIATELY. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION AND SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT. 13. STOCKPILE AND STAGING LOCATIONS DETERMINED IN THE FIELD, SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. 14. ALL PERMANENT SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR, AND SHALL BECOME THEIR RESPONSIBILITY. 15. PAVEMENT AREAS ARE TO BE KEPT CLEAN AT ALL TIMES. 16. DURING CONSTRUCTION, ANY ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY TO PREVENT EROSION OR CONTROL SEDIMENT BEYOND THOSE MEASURES SHOWN ON THE APPROVED PLAN SHALL BE INSTALLED OR EMPLOYED AT THE DIRECTION OF THE MUNICIPAL ENGINEER. MAINTENANCE PLAN DURING CONSTRUCTION: INSPECTION AND MAINTENANCE SHALL BE PERFORMED IN CONFORMANCE WITH GP-0-15-002. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED AND INSTALLED FOR THE PROJECT. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE LANDSCAPE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. SEQUENCE OF CONSTRUCTION FOR EROSION CONTROL I. THE ENGINEERING INSPECTOR SHALL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO THE START OF ANY WORK. 2. PRIOR TO THE COMMENCEMENT OF ANY SITE WORK THE APPLICANT SHALL INSTALL THE SOIL EROSION AND SEDIMENT CONTROLS AS PER THE APPROVED PLANS, WHICH INCLUDES THE SILT FENCES AND INLET FILTERS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE LATEST VERSION OF THE FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTION MANUAL. 3. INSTALL TREE BARRICADES AND PROTECTIVE FENCING FOR ALL TREES TO REMAIN. 4. PRIOR TO INITIATING DISTURBANCE, AN INSPECTION OF THE EROSION CONTROLS IS REQUIRED AND THE COUNTY SHALL BE NOTIFIED. S. CONSTRUCT AND MAINTAIN THE CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS AND DETAILS. STAGING AND STORAGE AREA SHALL BE SET UP IN THE LOCATIONS DESIGNATED ON THE PLANS. 6. DEMOLISH EXISTING SITE IMPROVEMENTS (SIDEWALKS, PAVEMENT, CURBING, BUILDING, CANOPY, ETC.) AS SHOWN ON THE DEMOLITION PLAN (AS APPLICABLE). 7. ROUGH GRADE THE SITE BASED ON THE GRADING PLAN TO THE APPROPRIATE BUILDING PAD ELEVATIONS. EXCAVATE FOR AND CONSTRUCT THE DRAINAGE IMPROVEMENTS PROGRESSING UPSTREAM. PROVIDE INLET PROTECTION ON EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. CONSTRUCT BUILDING FOUNDATIONS. INSTALL PROPOSED UTILITIES, CURBING AND THEN PAVE (BASE COURSE) PARKING AREA AND DRIVE AISLES. 9. STABILIZATION - THE OPERATOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. STABILIZATION MEANS COVERING OR MAINTAINING AN EXISTING COVER OVER SOIL. COVER CAN BE VEGETATIVE (E.G. GRASS, TREES, SEED AND MULCH, SHRUBS, OR TURF) OR NON -VEGETATIVE (E.G. GEOTEXTILES, RIP RAP, OR GABIONS). 10. MAINTENANCE - SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY TWENTY-FIVE (25) PERCENT FROM THE DESIGN CAPACITY. A FIXED VERTICAL SEDIMENT DEPTH MARKER SHOULD BE INSTALLED TO MONITOR THE CAPACITY. 11. FINALIZE CONSTRUCTION OF SITE IMPROVEMENTS INCLUDING THE BUILDINGS, SIDEWALKS, LANDSCAPE AREAS, SIGNAGE, LIGHTING AND ANY OTHER OUTSTANDING ITEMS. 12. AFTER COMPLETION OF CONSTRUCTION, FINISH GRADE TO FINAL ELEVATIONS AND APPLY SEED OR SOD ON ALL LAWN AREAS. 13. AFTER STABILIZATION HAS BEEN ESTABLISHED CLEAR DRAINAGE PIPES AND STRUCTURES OF ANY SEDIMENT WHICH MAY HAVE ACCUMULATED. REMOVE ALL EROSION CONTROL DEVICES. 14. MAINTAIN ALL LAWN AND LANDSCAPED AREAS TO ENSURE A VIABLE STABILIZED VEGETATIVE COVER. 15. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AS MAY BE REQUIRED AND REQUESTED BY AUTHORITIES, TO PREVENT THE INCIDENTAL DISCHARGE OF SILT LADEN RUNOFF FROM ENTERING A WATER COURSE OR A DRAINAGE SYSTEM. 16. THE GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES STATES THAT IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. LEGEND -X X- = SILT FENCE = INLET PROTECTION = CONSTRUCTION ENTRANCE = STAGING AREA LOD = LIMIT OF DISTURBANCE -X X- = TREE BARRICADES }i 5•N. I} =STOCK PILE N 50 0 50 100 SCALE: 1" = 50' ER Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the parry for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. rem PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 I.COM Z i V OU Z E � O O U � a o a Z 0 O Z Z EZ Z O Z O F r Z F U U O � � Z a a C U o 0 0 N N N_ so W ° W o r W W r m Z Q ° W 0 0 N 0 ` STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26.21.0030-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: I DRAWN BY: I CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-SESC SHEET TITLE: SOIL EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER: I I of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION HEAVY DUTY 5 MIL. POLYETHYLENE TARP REQ' FOR SOILS TESTING AT 4.5 PH OR LOWER. SILT FENCE DOWNGRADE TOPSOIL STOCKPILE DETAIL N.T.S. 8' MAX. POST (OPTIONS 2"X4" OR 2.5" MIN. DIA. WOOD; STEEL 1.33 LBS./FT. MIN.) 1511.181, 8" OPTIONAL POST POSITION (VERTIC FILTER FABRIC (IN CONFORMANCE WITH SEC.985 FDOT SPEC.) INCIPLE POST POSITION ANTED 20" TOWARD FLOW) FILTER FABRIC OW 1 EXISTING GRADE NEW PAVEMENT EX. PAVEMENT 12" I22" OF EX. ASPH. TO BE REMOVED SAWCUT CLEAN EDGE, STRIP BACK EX. ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT. EX. ASPH. TO REMAIN EX. BASE TO REMAIN EX. SUBGRADE TO REMAIN Lm- EXISTING BASE TO REMAIN MATCH EXISTING TYPE & DEPTH OF ASPHALT TO 3 1/2" MAXIMUM, INCLUDING FRICTION COURSE. 2 SAW CUT DETAIL N.T.S. 5 I SILT FENCE DETAILS I G V N.T.S. FILTERED WATER FLOW BAGS MAY BE SUROUNDED BY STAKED HAY BALES AND FILTER FABRIC TO ENHANCE SEDIMENT CAPTURE IF NECESSARY © a PUMP DISCHARGE (FOR 4" 0 MIN. DISCHARGE HOSE) SEDIMENT CONTROL BAG M,7, % 1, ( EXCAVATION AREA NOTES: I. THE GEOTEXTILE SEDIMENT CONTROL BAG SHALL BE LOCATED TO MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES AND PEDESTRIAN TRAFFIC, AND PROVIDES FOR EASE OF ACCESS BY HEAVY EQUIPMENT, CLEANOUT, DISPOSAL OF TRAPPED SEDIMENT, AND PROPER RELEASE OF FILTER WATER. 2. THE FILTER BAG SHALL BE LOCATED MINIMUM 50 FEET AWAY FROM ALL WETLANDS, STREAM AND SURFACE WATERS. 3. THE BAG SHALL BE PLACED IN A LOCATION THAT IS VEGETATED THAT IS RELATIVELY LEVEL, OR ON A 2" THICK GRAVEL PAD, OR ON A 4" THICK STRAW MAT, TO ALLOW WATER TO FLOW OUT OF BAG IN ALL DIRECTIONS. AND PROPER RELEASE OF FILTER WATER. 9 s 4. BAG SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS n BASED ON THE PUMP DISCHARGE RATE. WHEN THE REMAINING BAG FLOW AREA HAS 7 BEEN REDUCED BY 75%, REPLACE WITH A NEW BAG. 5. DISPOSE THE SEDIMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SPREAD THE SEDIMENT IN THE APPROPRIATE UPLAND AREA. T SEDIMENT CONTROL BAG FOR y8 9 T DEWATERING DETAIL N.T.S. T J V PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN PROTECTIVE BARRIERS are used during land alteration and construction activities to protect trees and natural areas to be retained on a site. PROTECTIVE BARRIERS must be erected around TREES to be retained within an area where land alteration and construction activities will occur as well as along NATURAL AREAS where such areas are adjacent to permitted land alteration or construction activities. A PROTECTIVE BARRIER must remain in place until the land alteration and construction activities are completed or until commencement of grade finishing and sodding. No ground disturbance must occur within the barricaded area. The following represents the County's minimum protective barrier specifications. "--"' 1. TREES - To restrict access into the area within the CANOPY DRIPLINE PG. A of a tree, a physical structure not less than 3 feet in height, comprised of 1✓ ` ` wood or other suitable material, is placed around the tree at the CANOPY DRIPLINE, except where land alteration or construction activities are approved within the CANOPY DRIPLINE. The CANOPY DRIPLINE of a tree is the imaginary, vertical line that extends downward from the outermost tips of the tree's branches to the ground. Fig. A BARRIER SPECIFICATIONS FOR TREES: G. t. j Four corner upright stakes of no less than 2"x 2" lumber connected t by horizontal members of no less than 1 "x 4" lumber; or upright stakes spaced at 5' intervals of no less than 2"x 2" lumber connected ' by silt screen fabric or material of comparable durability. Fig. B r r t t 2. NATURAL AREAS - To restrict access into areas where land alteration and construction activities are not authorized a physical structure not less than 3 feet in height is placed along the perimeter of such areas. BARRIER SPECIFICATIONS FOR NATURAL AREAS: Upright stakes of no less than 2"x 2" lumber spaced no more than 25' apart and connected by twine flagged with plastic surveying tape at regular intervals of 5-10'. Fig. C. Other methods of demarcation will be considered depending upon the characteristics of the site. WHY A BARRIER 1. To protect all above ground portions of trees and other significant vegetation from mechanical damage. 2. To protect root systems from compaction. 3. To provide awareness of protected areas to equipment operators. TREE BARRICADE DETAIL N.T.S, 2" X 2" WOODEN STF DEGRADABLE GEOTEXTII MESH TUBE WITH COMPOS FILTE i c n SECTION D (8" DIA. TUBE MIN. FOR RESIDENTIAL) (12" TO 32" DIA. DIA. (in.) SLOPE% 2 5 10 20 25 33 50 8 225* 200 100 50 20 - - 12 250 225 125 65 50 40 25 18 275 250 150 70 55 45 30 24 350 275 200 1 130 100 60 35 32 1 450 325 275 1 150 1 120 1 75 50 *Length in feet NOTES: I. ALL MATERIAL TO MEET FILTREXX SILTSOX SPECIFICATIONS OR APPROVED EQUAL. 2. COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. COMPOSITE FILTER SOCK DETAIL N.T.S. K� II �i EXISTING 50' MIN. PAVEMENT z FILTER 5MOUNTABLE BERM EXISTING CLOTH V I F W (OPTIONAL) GROUND PROFILE 50' MIN. z EXISTING ? o GROUND 2 EAS71NG PAVEMENT ,:2 PLAN VIES O CONSTRUCTION SPECIFICATIONS I. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL N.T.S. rtcHr FILTER FABRIC ON TOP OF GRATE & TUCK UNDER SIDES IN BETWEEN FRAME & GRATE WOOD FRAME CONSTRUCTED OF 2"x4" STUD GRADE LUMBER JOINED AT EACH CORNER WITH NAILS. WRAP FILTER FABRIC AROUND AND SECURE TO 2"x4" LUMBER WITH 3/8" (MINIMUM) STAPLES 3" ON CENTER IN A STAGGERED PATTERN ON BOTH SIDES T B PLAN WRAP FILTER FABRIC AROUND AND SECURE TO 2"x4" LUMBER WITH 3/8" (MINIMUM) STAPLES 3" ON CENTER IN A 3.5" STAGGERED PATTERN ON BOTH SIDES 3 5" "towF�O� PtOw �F�O�� `- FILTER FABRIC ON -� rL_n TOP OF GRATE & TUCK UNDER SIDES IN BETWEEN FRAME & GRATE tl�-n SECTION 'A -A' SECTION 'B-B' 6" COMPACTED STONE AGGREGATE GEOTEXTILE FABRIC 'REPARED SUB -GRADE REMOVE ALL TOPSOIL STONE CONSTRUCTION DRIVE/ LAY DOWN AREA DETAIL NOTES: I. SHALL BE USED FOR POND ACCESS DRIVE OVER PHASE II AREA. STONE CONSTRUCTION DRIVE/ LAY DOS AREA DETAIL N.T.S. NOTES: I. FILTER TO REMAIN UNTIL COMPLETION OF FINAL GRADING AND ESTABLISHMENT OF COVER. ALSO PERIODIC CHECKS MUST BE MADE AFTER EACH RAINFALL TO EXCAVATE AND REMOVE EXCESS SEDIMENT FROM AROUND INLETS. 2. FILTER FABRIC SHALL BE MIRAFI 140N OR APPROVED EQUIVALENT. INLET STRUCTURE INLET PROTECTION (WOODEN FRAME) DETAIL N.T.S. NOTES: I. CONCRETE WASHOUTS ARE REQUIRED ON ALL CONSTRUCTION SITES INVOLVING CONCRETE AND STUCCO USE: 2. THE CONTRACTOR SHALL REQUIRE ALL CONCRETE DRIVERS TO UTILIZE THE CONCRETE WASHOUTS ONSITE. 3. WASHOUT FACILITIES SHALL BE LOCATED AT LEAST 50 YARDS AWAY FROM STORM SEWER DRAIN INLETS, GUTTERS, OPEN DITCHES, AND WATER COURSES. 4. APPROPRIATE STONE SHOULD COVER PATHS TO CONCRETE WASHOUT. 5. THE NUMBER OF CONCRETE WASHOUTS DEPENDS ON THE EXPECTED DEMAND FOR STORAGE CAPACITY. LARGE SITES WITH EXTENSIVE CONCRETE WORK SHALL BE PLACED AT MULTIPLE LOCATIONS FOR USE BY CONCRETE TRUCK DRIVERS. 6. CONCRETE WASHOUT AREAS SHALL BE IDENTIFIED BY POSTING SIGNS ONSITE. 7. CONCRETE WASHOUTS ARE TO BE INSPECTED DAILY BY THE CONTRACTOR FOR LEAKS OR TEARS IN PLASTIC LINER. 8. REMOVE AND DISPOSE OF ALL MATERIAL WHEN THE WASHOUT HAS BEEN FILLED TO 75% CAPACITY. 9. PRIOR TO ANY RAINFALL, ALL CONCRETE WASHOUTS ARE TO BE CLEANED OUT OR COVERED. 10. ONCE THE MATERIAL HAS BEEN CLEANED OUT OF THE CONCRETE WASHOUT FACILITY, THE FACILITY MUST BE INSPECTED FOR REPAIR, RECONSTRUCTION OR REPLACEMENT. ALL PLASTIC LINING SHALL BE REMOVED AND REPLACED. 11. PRE -FABRICATED OR ONSITE FABRICATED CONCRETE WASHOUTS MAY BE USED. 12. OPTIONS FOR ONSITE CONCRETE WASHOUTS: A. DIG A PIT AND LINE WITH 10 MIL PLASTIC SHEETING. B. CREATE AN ABOVE -GROUND STRUCTURE FROM STRAW BALES OR SANDBAGS, WITH 10 MIL PLASTIC LINING. CONCRETE WASHOUT NOTES LEFT BLANK N.T.S. ER qWCONSULTING P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know. what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM 01 Z r,, Z z O LU O O 3 a a Cieo Z O W Z 1- J Z O Z U O F r Z U U O Z I w w Q a a aUJ v� o 0 0 U uJ N w > > � ce cc: m Z a aLU a 3 I- N N N aZ a rV M STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.2&21-0030.08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA 1 TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR I PROJECT NUMBER: DRAWING NAME: 19002495A C-SESC SHEET TITLE: SOIL EROSION & SEDIMENT CONTROL DETAILS SHEET NUMBER: 12 of 21 imw I c: uv imw i a%.ALC LJRA1/r11V%7a rwn %..wiima 1 nu%- 1 IVIro. OPTION I STANDARD SECTION LAYER DESCRIPTION LAYER COEFF DEPTH SN 1.5" TYPE SP-12.5 ASPHALT 0.44 1.50 0.66 8" LIMEROCK (LBR-100) 0.12 8.00 0.96 10" STABILIZED SUB -BASE (LBR-40) 0.08 10.00 0.80 TOTAL PROVIDED 2.42 Iw z J IZZ w 2 Iw U) Q w G 10' UTILITY EASEMENT 5' SIDEWALK 6' PLANTING STRIP 2' 4' CLEAR ZONE FIRE HYDRANT 0.5' 2% I' MIN. POTABLE WATER MAIN OPTION 2 ALTERNATIVE SECTION NO. 1 LAYER DESCRIPTION LAYER COEFF DEPTH SN 1.5" TYPE SP-12.5 ASPHALT 0.44 1.50 0.66 6" CRUSHED CONCRETE BASE (LBR-150) 0.15 6.00 0.90 SUB -BASE LBR-40 12" STABILIZED S U ( ) 0.08 12.00 0.96 TOTAL PROVIDED 2.52 50' PRIVATE ROAD TRACT I T LANE >I Q 3 of a 0 0 0 2% 12' LANE 2% OPTION 3 ALTERNATE SECTION NO. 2 LAYER DESCRIPTION LAYER COEFF DEPTH SN 1.5" TYPE SP-12.5 ASPHALT 0.44 1.50 0.66 10" SOIL CEMENT (300PSI) 0.15 10.00 1 1.50 12" STABILIZED SUB -BASE (LBR-20) 0.04 12.00 1 0.48 TOTAL PROVIDED 2.64 2' 6' PLANTING STRIP 5' SIDEWALK 10' UTILITY EASEMENT (w w Z Z J J H �V (Lu 2 0.5' ¢ ( w U) 'r l� 2% ~ uJ ASPHALT 24" VALLEY CURB BASE STABILIZED SUB -BASE GRAVITY SANITARY SEWER GRAVITY STORM SEWER STANDARD ASHPALT PAVEMENT SECTION - PRIVATE STREET 4'-3" C-I-P Y -a rrocuoa 2'-1XZ" 2'-1XZ" RIM (PE.O.P) ELEVATION 4'-3" Precast � 8" Sloping Level B" REFERS TU THIS 8" A 1 8" g" r Pte�E�ev. 6" U his r oint �� M N '�` ?C "Y I to in LO 'n 5 l] aj o 2" C_I-p Ec. Side N -1 in b I d tB tS 1 ^ X - 'T Z. C-I-P Precast 6" 6" 2" a 0" j a o 2" 6" C-1-P 8 V-11" 8" 2 m as o Precast 6" S-3" 6 ° � �g0 3" Cl. 3" CL I ar7" e e ��enz. W II R1 inf. (S e Tabale � ID O #4 Bars 12" Ctrs. , - PLAN I 00 to #4 ggrs CJ 1 Ctrs. (�3 Sa1� #a B rs 12'• Ctrs- Or t3 Ctrs. 2(Prccast 5" S ab� Or 1a1 L rS. (Precast /8•'„Slab` 6 Slab) .P q (Pipe Opening Not Shown) o� o SECTION BB 4'-3" Out To Out 1 -5 1 -5 1 -5 Cross Bar L 5x3x5/16 - _ = Oa Wel Mai Bors To L too (moo esee �etall Above) Main Bars 5"xY4" (Notched For Cross Bars) Cross Bars 13/ xY (3/ " Continuous W Id At M B N tch ) Main Bars and• Cross �ars Flush On Top aln ar o es N.T.S. 4,000 PSI CONCRETE FIN. GRADE (SEE SITE PLAN FOR PAVEMENT INFORMATION) SURFACE COURSE �--CRUSHED CONC. BASE ` N.T.S. SECTION AA RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2'-11" or 3'-3" 24" 4'-0" or 3'-10" 30" Note: Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with Index No. 201. For larger ppipe see bottom detail below and Index No. 200. TYPE S GUTTER INLET N.T.S. sTABIu ED SUBGRADE CUD/ASPHALT JOINT DETAIL N.T.S. 7 FORCEMAIN S' Gutter Transition 4'• 10 (4ecwt) 5' Gutter Transition To Be Paid For As To Be Paid For As Inlet To Be Paid For As Shoulder Gutter Shoulder Gutter C' Badc Of Inlet S"tat%llfl'sef Qotation D \ Back Of G.- �N Slab With to (- a entered pening � -- I I �f° ry t Offset o iN iv Lip Of Gutter D I C' / Shwlder / � pavement OUnd Str TUr RROtt01"Yl SHOULDER GUTTER TRANSITION e Inde� �10`, 00 F r Sta tge o Ltom etolls and Bole eln o-Cement. GENERAL NOTES 1. All reinforcing is Grade 60 bars with 2" min. cover unless otherwise noted. See Index No. 201 for equivalent area of welded wire fabric. Bars to be cut or bent for %" minimum clearance around pipe. 2. All exposed edges and corners must be %" chamfer or tooled to Ya radius. 3. When Alternate G grate is specified in plans, the grate is to be hot -dip galvanized after fabrication. 4. For supplementary details and notes see Index Nos. 200 and 201. 5. All dimensions are for both precast and cast -in -place inlets unless otherwise noted. 6. Inlets to be paid for under the contract unit price for inlets (Gutter Type S)I EA. Cost of concrete apron at terminal inlets to be included in the cost of the inlet. HORIZSQ WEAI AF&I�F�RCING W�L� DEPTH SCHEDULE A� A (MA) /Eft) MAX. SPACING BARS IWWF 0'-5' Al2 0.20 12" 8- 5'- 9' A6 0.20 6" 5" 9'-12' A4 0.20 4" 3" 9'-15' B5.5 0.24 5Y2" 5" 24" 12" 12" EDGE OF PAVEMENT 3/4" R. 3/4" R. PAVEMENT 1/4" REVEAL a• DROP CURB ONLY, 3000 P.S.I. CONCRETE NOTES: I. WHEN USED ON HIGH SIDE OF ROADWAYS. THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKENESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. 2. DROP CURB AT SIDEWALK LOCATIONS AS INDICATED ON PAVEMENT. GRADING & DRAINAGE PLANS SHEETS. 24" VALLEY CURB N.T.S. recast o 10 CXL oxo a-on6" Z'-S" 6" Precast 0 II _�44 2Y" i 2Y" tan 5 fpsetllFx ion PLAN 33r qq..rr C _ Precast 3 n C_ _ gg33��ddn C 4" Precast 3 Precast 2, 10„IF N rn _ L_ X Grate O -_ 5 a M 3" CI. SebQntdex 201 Lo o v J �i CV aro � I SECTION 11 < Ctrs. U 0- 2 2'-4" 2 2" 11" 11" 2" � [_L--j�?Y2 o rT ocN Type C 3'-l" TYPE C 4'-0" (Minimum Diameter Unless Otherwise Shown In The Pans) SECTION AA GENERAL NOTES 1. These inlets are �iitable for bicycle traffic and are to be used in ditchhes, medians and other areas ubject to infrequent tra fic loadings but are not to be placed in areas sup3ect to any heavywheel loads. hese in may be placed in areas ,subject to occasional pedestrian traffic such as landsaped areas and pavement areas where pedestrians can walk around the inlet. 2. Inlets subject to minim I debris staversable VId be constructed without slots. Where debris is a problem inlets shguld be constructed with sloes. SlQtteInlets located within, roadway clear zones and areas ubject to pedestrians shall have traversable slots. the slot modlflcatipn is not ?adaptable to inlet s(ype }i. Sfots may be po strutted at either or both ends as shown on plans. raversable slots shall not be uses in areas subjec� to occasional bicycle traffic 3. Steel rates are to be used on J.t[nlets where bic cl traffic is antici ated. Steel grates, are to be used on all inlewith traversable slots.er cast iron or steel rates ma De used on InletsIthout slots where bic cle traffic Is not ant'cl pted.ether cast jron or steel rates ma� be used on all inle�s with no trav rsable slots. i urject to the selection described above, when Alternate G grate is specified in the tans, eiteier, the steel gra a hot dip galvanized after fabrication, or the cast iron g ate may be used, unless the plans stipulate the particular type. 4. Recomme demaximum pipe sizes shown are for concrete pipe. Size for other types of pipe must be checked or It. 5. All exposed edges and corners shall be 3/4" chamfer or tooled to Y4" radius. 6. Concrt inlet pavement to be used on inlets without slots and inlets with non -traversable slots only when called or In the ans• ut re wired o all traversable slot inlets. Cost to be included in contract unit price for inlets. Quantitie{s� shorn are❑ lnornllnformhation only. �� t 7. method olf paoymentnseeueTR�V2RS3 LtgSLOe'ts1&'TlS ��APRIIAL)oF8R itXeSefINGrIN�ETS'or conversion work and 8. �oddirn to be used n all inlets not located in paved areas and paid for under contract unit price for erfoonce Turf, Slp 9. For supplementary details see Index No. 201. 10. All reinforcinaq is Grade 60 bars wiP 2" min. cover unless therwise noted. Bars to qe tuft or bent for 1Y2 clearance ispipe opening. rovide one additional #`t bar above and at each side o pipe opening. HORIZONTAL LESL�(TABLEFO�CING DEPTH SCHEDULE (ACE� ) in. / ft. MAX. SPACING BARS WWF 0'-15' Al2 0.20 12" 8" TYPE C INLET N.T.S. THE CONCRETE WALL IS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. THIS TYPICAL SECTION DETAIL IS PROVIDED TO SHOW THE INTENT OF THE WEIR PER THE DESIGN PLANS. SUBMITTAL SHALL BE PROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION. TOP OF WALL TOP OF WALL WEIR ELEVATION LENGTH 5' @ 2.0% KIMMER EL. 81.50 SKIMMER - GRADE `I WEIR ELEVATION I CONCRETE - CONCRETE WALL SPILLWAY i ( - = FLOWABLE I - CONCRETE - -I MIN. 1500 PSI CONCRETE WALL GRADE WEIR EL. BOT. OF SKIMMER LENGTH TOP OF WALL EL. OUTLET CONTROL WEIR EL. 81.15 EL. 80.65 6 FT EL. 81.50 POND OUTFALL WEIR DETAIL N.T.S CONTROL STRUCTURE DETAIL J-. EXISTING GROUND 5' VAR. VAR. EXISTING GROUND G N.T.S. 8' T.O.B. ELEV PER PLAN SILT FENCE TYP. LIMITS OF EARTH WORK PIPE WHERE SHOWN 3r ,k Nl,­'t �- ,­_ . 12" THICK CONCRETE RIPRAP VARIES I VARIES 1 4' I VARIES TYPICAL OUTFALL SUMP DETAIL N.T.S. Recommended Maximum Pipe Size: 2'-0" Wall - 18" Pipe 3'-1" Wall - 24" Pipe (18" where on 18" pipe enters a 2'-0" wall) CONC. SPLASH PAD SEE SITE PLAN PLAN VIEW SIDE VIEW CONCRETE SPILLWAY DETAIL N.T.S. 41 THROAT Z g BLOCK 6" "' 6" EQUALLY SPACED (TYP.) N L Iff ❑ ❑ ❑ ❑ 2r CONC. SPLASH PAD 5' 3' RIP -RAP ON THREE SIDES PER PLAN VIEW FDOT INDEX 199 16" 4fr 4"x4" CONCRETE BLOCK FILLED TO TOP WITH GROUT, KEY IN &611 TO PAD WITH REBAR 4" rn 1 I' 1 O FLUME DETAIL N.T.S. AW ER C O N S U L T I N G P. A. Customer Loyalty through Client Satisfaction WWW.maSerconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF a EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whats below. Cal I before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM Vi Z w i UO a O O U a CL O J x Z Z I-- Z J O U 0Z O Z Z 0 d U U F Z a a vat cl� 0 0 0 U W _N % _n 1 N > m Z a a ILU Q N .o N N `^ O N a 111 STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15-2&21.0030.08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-DTLS SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: 13 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. L J '_ CURB RAMP NOTES: I. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS OF EACH CURB RAMP FOR SUBMISSION AND APPROVAL OF THE UNDERSIGNED PROFESSIONAL AND THE MUNICIPAL, COUNTY, STATE OR OTHER AGENCY'S ENGINEER HAVING JURISDICTION. 2. LANDING AREA, APPROACH SIDEWALK TRANSITIONS AND CURB RAMP SHALL BE KEPT CLEAR OF OBSTRUCTIONS. 3. CURB (DROPPED CURB) GUTTER -LINE TO BE FLUSH WITH ROADWAY PAVEMENT. 4. CROSSWALKS AND PAVEMENT MARKINGS TO BE INSTALLED AS DENOTED ON SITE PLAN. S. MAXIMUM RAMP SLOPE MAY BE 12H:I V UPON APPROVAL OF ENGINEER. RAMP SLOPES SHOWN ARE THE PREFERRED SLOPE. SIDE FLARE SLOPES MAY BE I OH: IV UPON THE APPROVAL OF THE ENGINEER. 6. MINIMUM RAMP CROSS -SLOPE SHALL BE 0.50% OR THE MAXIMUM RAMP CROSS -SLOPE MAY BE 2.00% UPON APPROVAL OF THE ENGINEER. CROSS -SLOPES SHOWN IN THE DETAILS ARE THE PREFERRED SLOPE MAINTAIN A LEVEL OF CONSTRUCTION TOLERANCE. 7. ACCESSIBLE RAMPS SHALL BE INSTALLED PURSUANT WITH THE CURRENT UNITED STATES ACCESS BOARD ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE AND OTHER APPLICABLE LOCAL AND STATE STANDARDS IN EFFECT AT THE DATE OF CONSTRUCTION. 8. DEVIATION FROM THE CURB RAMP DETAIL REQUIRES THE WRITTEN APPROVAL OF THE UNDERSIGNED PROFESSIONAL AND THE MUNICIPAL, COUNTY, STATE OR OTHER AGENCY'S ENGINEER HAVING JURISDICTION. 9. THE RAMP SURFACE SHALL BE A NON -SLIP, HAND BROOMED FINAL FINISH OF CONCRETE SURFACES. 10. CONCRETE EXPANSIONS JOINTS SHALL BE FIRM SURFACES, WITH CONCRETE EDGES 1/4" BEVELED, AND WITH THE JOINT SURFACE NOT MORE THAN 1/4" BELOW THE ADJOINING CONCRETE SURFACE. 11. CURB RAMPS MUST BE WHOLLY CONTAINED WITHIN THE CROSSWALK CROSSING. 12. THE CLEAR SPACE SHALL BE INCREASED TO 5 FEET WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF THE SIDEWALK. 13. ON CURVED CROSSWALKS, THE MAXIMUM SEPARATION BETWEEN THE CURB AND DETECTABLE WARNING SURFACE SHALL NOT EXCEED 5 FEET. THE MAXIMUM SEPARATION AREA MAY BE WITHIN THE 4' BY 4' CLEAR ZONE. A SHOP DRAWING SHALL BE SUBMITTED PRIOR TO CONSTRUCTION FOR APPROVAL. 3 ADA CURB RAMP DETAILS N.T.S. CURB TAPER CONCRETE SIDE FLARE TO BE PROVIDED WHERE SHOWN ON PLAN 14H:IV (DESIRABLE) DETECTABLE 12H:IV (MAX) SIDE FLARE WARNING SURFACE 5' MAX (SEE NOTE 13) O d < I • V (DESIRABLE) 'd a 4' X 4' MIN CL R 12H:1 AX) d SPACE RAMP I% d . d e a a d d .d C d d , Yn., v ww,n ') CONCRETE SIDE FLARE TO 12H:IV (MAX) SIDE FLARE BE PROVIDED WHERE / SHOWN ON PLAN (OPTIONAL) NOTCH SHALL EXTEND 6"± INTO SURFACE COURSE OF EXISTING PAVEMENT (1-2" THICK) EXISTING PAVEMENT NEW PAVEMENT EXISTING PAVEMENT NEW PAVEMENT SHALL EXTEND 6"+_' BEYOND LIMIT OF TRENCH BASE SHALL EXTEND 18"± BEYOND TRENCH 4" WIDE SEALER IN JOINT ALL AROUND PATCH _ -- NG BANK RUN GRAVEL BACKFILL �- STRAIGHT SAW CUT TO COMPACTED IN 12" LIFTS J REMOVE EXISTING SURFACE COURSE (TYP.) EXCAVATION SEE PAVEMENT SECTION DETAIL NOTE: 1. BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL 2. BASE MATERIAL SHALL BE PLACED IN 6" MAXIMUM LIFTS AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% MAXIMUM DENSITY PER AASHTO T-180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAW CUT 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH THE SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MINIMUM CARBONATE OF 70% 6. SUB GRADE MATERIAL SHALL BE GRANULAR AND ANGULAR AND SHALL HAVE A MINIMUM LBR OF 40 7. IF THE DITCH IS FILLED TEMPORARILY, IT SHALL BE COVERED WITH 2" THICK ASPHALT CONCRETE PATCH TO KEEP THE FILL MATERIAL FROM RAVELING, UNTIL REPLACED WITH THE PERMANENT PATCH 2 NOTES: I. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE 3-13" White Chevron A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. Equally Spaced � 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE Per Ais1 SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) I N 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180). FULL 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. CURB HEIGHT 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY BUILDING CODE SECTION 4.6.3. Face of curb or / T MAINTAIN POSITIVE DRAINAGE NEAR RAMP 0.50% MIN 1.50% MAX DEPRESSED CURB TO BE FLUSH WITH PAVEMENT \ 4' X 4' MIN CLEAR SPACE FULL CURB HEIGHT ADA CURB RAMPT TYPE 6 DETAIL N.T.S. SYMBOL OF ACCESSIONAL of WHITE ON BLUE BACKGROUND 3 I /8" E 1 1/2" -WHITE BACKGROUND BLACK MESSAGE LETTERING I I/4" 3/8" HOLES WITH HOLES DRILLED ON I" CENTERS METAL POST FULL LENGTH IN FULL WT. OF BLANK POST SHALL BE 2-2 1/2"#/FT, LENGTH METAL POST. SECTION A - A o (MOUNT WITH 5/16" X 2 1/4" FDOT APPROVED ROUND BOLTS, TOP AND BOTTOM ^ F- OF SIGN.) ALUMINUM COLUMN (POST) V A Al MAY ALSO BE UTILIZED oI SIGN NOTES: I,,I I. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, l-1►-4 9 WASHERS AND SCREWS MUST BE RUSTPROOF. IF- I�0" ll L 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT CONCRETE FOOTING AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 j P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING c COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4• MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) 2" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5 THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE 5 RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180). 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB v HANDICAP PARKING SPACE SIGN DETAIL V 5 N.T.S. P a V El 6 1 3' or 5' square 1 MANDATORY White on Blue Background PARKING STRIPING DETAIL N.T.S. 6'-0" 7„ T-8" 2'-8" 4" 4" EPDXY PLAN ADHESIVE TO PAVEMENT OPENING REPAIR DETAIL N.T.S. �� ADA SIGN SEE DETAIL See Note 7 left. 5' MIN. SURFACE DOWEL BAR PAVEMENT A GRADE SURFACE 6" 12" 7" SECTION A -A 1/2" ELEVATION NOTES: I. UNIT TO BE PINNED TO SURFACE WITH (3) 5/8" DIA. GALVANIZED STEEL RODS, 12" MINIMUM LENGTH. 2. ALL BEVELS TO BE 1 /2". ALL ANGLES TO BE 45° PRECAST CONCRETE BUMPER CURB WHEEL STOP (FOR CARS) DETAIL 7 N.T.S. 4.; I' X I' Beveled or 1.5 Radius ws� 1' x 1' Beveled A i or 1.9 Radius Ln q See DETAIL "C" (sheet 6) in 1 / Stajdffsetl Pfpe,r5lab - 1 Fillet (Typ 1 Pipe ITyp,) Concrete Slab Reinforced With WWR 6x6-WI4xWI.4 (See General Mote 3 PLAN - SINGLE PIPE �c �N, I f }. Concrete Slab Reinforced With WWR 6x6-WL4xWl.4 ISee General Note 3) PLAN MULTIPLE PIPE q AIES Concrete StaC See Section A. A Sta./Orfset Pipe/slab Fiilet: = r- Location Deepen Concrete i Slab to Form Bridge 11 , 2_ Across Crown of Pipe - ' ♦� � Cl or S Concrete Slab a No Pipe Joint Unless r!2 �: Ayr waved By ERtjtrteFi s/o See DETAIL "A" 0 or 5 ° 0 or R e ° Saddle Slope iSee Side ditch 6rade 4 General Note Ti h . C-` "' Pa Side f]Pfcll G 4de Concrete f�rpe �-'� Connector i�e5 r. y Saddle Slope (See General Note 71 5" Min. Sod Concrete Pipe 44 gar H E SECTION A -A (Pipe/5fab fillet) 6'F F (Pipe Included In Mitered End SectmnJ ELEVATION DETAIL "A" ,ROUND CONCRETE PIPE DOTE: See Table 1 on Sheet 3 €or Dimensions and Quantities: (Elflptlral Pipe Similar) SINGLE AND MULTIPLE CONCRETE PIPE L457 DESCRIPTION. FY 2020-21 INDEX SHEET REVISION FL1C1TT CROSSDRAIN MITERED END SECTION 430-t?�i 2 of 6 11/01/19 - STANDARD PLANSCt TABLE 1 SINGLE AND MULTIPLE CONCRETE PIPE DIMENSIONS AND QUANTITIES @ia. D Rise R Span 5 X A B C E F G H M N 5 2" CONIC, SLAB (CY) General 3" CONE. SLAB ICY) (See General Note 3) SODDING f5Y1 Single P/ a Double Pie Tripe Pl a Quad. Ai a Single Pt a Double -pipe Triple Pipe Quad. Pipe Single Pie Double Pipe Triple Pie quad, I Pipe_ Single Pi Double Pie Triple Pipe Quad, Pipe 2'-7" 192 2.18' 4.10 2.06' 5' 1.22' 29' 41Y 7.21' 9,79' IZ37 119' 0,38 0.58 0.77 0.96 0.27 0.41 0.54 0.67 21 24 27 30 ISx - 2'-10" 1-97' 2.74' 4.71, 2,56' 6` 1,41' 3.4' 4.9Z T75' 10.58' 13,42' 1,21' 0,44 0.65 0,87 1,09 0.3I 0.45 0.60 0.75 22 25 28 31 24' - 3-5' 2,06' 185' 5;91' 3,56' 7' 1,73' 3.4' 5.50, 8:92` 12.33' 15.75' 1,25' 0.54 0.83 1.12 142 0.39 039 0,79 1.00 24 28 32 35 36" - - 4'-3' 2.15' 4..95' 7,10' 4.56' 6' 2,00' 3A' 6.08' I0.33' 14.58' 18.83 L29' 0.66 Ii09 1.50 L91 0,46 0:76 1.04 1.32 26 31 35 40 1.2 3w, - - 5'-1" 2,Z5' 6,08` 8.33' S.56 9` 2,24' 3,4' 6.67' 11.75, 16,83, 21.92" 1.33' 0,81 1138 1.95 2.51 0"55 0.94 133 1.71 28 34 39 45 a Slope 42' 48" -_ - 6'-0" 6a-9'' 234' 2.43' 7.21' 8.3Y 9,55' 10,76' 636' 7.56' 10' 11' 2,45' 2.65 3.4' 3.4' 7.25' 7:83' 13,25' 14.58' 19,25' 21.3Y 25.2-V 28, 8'' L38' 1.42' 0.97 1.13 1.70 2,04 2.45 493 3,19 3.84 0.66 0.76 1,15 L37 1.66 1,06 2.15 2.57 10 32 37 39 43 47 50 54 0 0 54" - - 7' 8' 2.52 9.44' 1 t.96` 8.56' 12 2,83' 3.4' 8,42' 16.08' 23.75' 31.42' L46' 1.31 2.44 3.58 4,72 0.87 1.62 2.38 3.14 34 42 51 59 60'" - - 8'-6" 2.62 10,56' 13. 18' 9-56' 14' 3.00' 44 9.00' 17.50' 26:00' 34.50' 1.50' 131 2,89 4.28 5.68 6.99 1.90 .2.81 3.73 36 45 55 64 H m 66" _ 9'-Z'' 2.71' 1168' 1439` 10.56' 15' 3.18'- 4.4' 9.58' 18.75` 2T.9?' 3708' 1.54' 7.68 3.25 4.84 6,43 7.11 2.15 3.27 4,27 38 48 58 68 22' - 10`-0" 2.8C 12 80' 15,60, 1 I.56' 16' 3.30 4.4' 10J6' 20.15' 30.16' 40.16, 1.58, 1,99 3.74 5,59 7.45 1,24 2.46 3,68 4.90 40 51 62 73 0 15, - - Z-7" _ 2.27' 4.09' 6.36' 4.03' 8 1,22' 4.0' 4;UX 7.2I` 9.79' 12,37- 1.19' O.S7 0.87 1.15 7;44 0,40 0,61 0,80 1.00 Z3: 26 29 3Z W lir - 2'-1&' 2:36', 5,12' 148' 5:03' Y 1,41' 4,0' 4.92' 7,75' 10,58' 1342' 1.21' 0.66 0.99 1,31 1,65 0.47 0.69 0.91 1,14 25 28 :31 35 24! -- - 3'-S"' 2.53 7.1 n 9-71' 7. T 1, 7 4.0' S SO 8:92' -12 -33' 1 ,75' L25' 0.85 1,30 1L7 2.20 ox 0.90 1.21 1.52 28 32 36 40 a 30' - -- 4-3" . 2,70 9.25° 71,95' 9.03" 13 200 4,0' 608' 1033' 14.58' 18,83` 1.29' 1.70 1.74 229 3.05 0.76 139 1163 2.07 31 36 41 46 a 5'-1" 2,87' 11.31' +1 14, 18' 11.03' ^. 15' 2.24' 4.0' 6,67' 1 105' 16,83' 21,92' 1.33' 1.32 221 3,08 3.96' 0.89 L48 2.05 2,63 34 40 46 52 1.4 42" - - 6'-0" 3.05' 13.37' 16.42' 1 13.03' 17 2.45' 4.0' 7.25' 1 13.25' 19,25' 25:25' 1.38' L58 276 3,91 5.09 L05 1.82 2,57 3.34 36 44 51 58 Slope 48' - 6-9" 322 15.43 18.65' 15.03' 19' 2.65' 1 40' 7.83' 14.58' 2133' 28.08' 1.42' 1,85 3.30 473 637 1,21 2.15 347 4,00 41 48 56 63 54' T--B" 339 1 17-49 20,88 IT03 21' 2.83' 1 4.0' 8.42, 16,08' 2315' 31.42' 1,46' 2.14 3.95 5.77 7.58 L39 2.55 372 4.88 44 52 61 69 60' - - 8'-6' 156' 19.55' 23.1F 19.03' 23' -3,00' 4.0' 9,00' 17.50' 26,00' 34,50' L50' 2.45 1 4,66 6.87 9.07 L59 3.02 444 5,85 47 56 66 75 66' ---- St-2" 3.73 2T62 Z5.35' 2.1,03' 25` 3,19 40 9.58' 18.751 27.92' 37,08' 1.54' 2.98 1 3.54 6.18 10.84 1,91 3,66 5.40 715 49 59 69 ao 72 - - 12' - 18' IFF 2'•10" 3 91` ,97' 23.68` 1.62' 27. 9' 3ST 23.03' 1.56' 27, 4' 3.3tx L50' 4.0 2,4' 10.16' 4,92' 20I6' T75' 30.1W 10,58' 40:16' 13,421 1. 8' 1,21' : 3. 9 0,30 6;61 OA9 917 0:67 13-13 0,85 2-IZ 0,19' 4,18 0,33 6,24 0145 6,30 0.57 52 21 63 24 74 27 85 30 PP 23" 3-4' 2.01'' L99' 4,00' 1.89, 5' 110, 3J' 5� 8' 8,71' M12.04' 15+38' 1,23' 0.37 p,59 0,81 1,02 Oi 25 040 0.53 OA9 22 26 29 33 29" 30" 4'-0' 211' 2,92' 5.03' 2.73' 5' 2,37' 33' 6,04' 10,04' 14,04' moo 1,27, 0.50 0.60 1.09 1,39 0.34 0,55 0.75 0.95 24 28 33 37 - 24' 30" 5'-0' 2,20' 185' 6.05' 3.56' 7' 2,85` 3,4 6.79' 11,79' 16,79' 21.79 1,31' 0.62 1,03 1.45 LaB 0,43 0.71 1,00 1.28 26 31 37 42 45' 511" 2.34' 1 4,79' 7_a 4,39' 8'_ 3,19' 3.6' 7,50' 13.42' 19,33' Z5.25' 1,38' 0,75 L30 1.84 2.39 0,52 0.90 1-27 - 1.65 26 34 41 47 1.2 - 34" 53' T-0" 2,43' 172' 8.15' 5,23' 9' 337' 3.8' 8.25' 15.25' 22,25' 29.25' 1.42' 0.90 L61 Z32 3.03 0:62 1.11 1,60 2.09 30 37 45 53 Slope - 38" 601, 7'-10" 2.5Z 6.46' 8.98' 519' 9' 3.95' 3Y 8.92' 16.75' 2438' 32.42' 1,46' L03 1.89 2.74 3,60 0.70 1.29 1;87 2.46 31 40 49 57 a - 43" 68' 8'-IF` Z.62' 7'.39' 10.01" 6,73` 10' 4.28' 3.3' 9:67' 16,58' 27,50' 36.42' 1.50' L19 2:Z6 3.33 4.40 0.81' 1,54 Z.26 2.99 33 43 53 63 a, 48 76" 9'n T71' 8.33' 11.04' ;.Slr IP 4.59' 3,4' 10.42' 20-33' 30.25" 40,17' 154' m 1.38 2,65 3,93 5.21 0.93 L79 Z66 3.53 35 46 57 68 53 83'' IO'-6° 2.80 9.26' 12.06' 1 8.39 12 C77' 3. ' 11,08' 21,75' 32:4.2" 4303' 158' 1.55 303 4.50 5.96 1.04 Z04 343 442 1 37 49 61 73 c 58" 91" 111-8" 2.90' 10.19' 13.09 9 23' 13' 5.01' 3.8' 11.83' 23,50' 35,17' 46.83' 1.63' L75 3.47 5.20 6.93 L17 2.33 3.49 4.66 39 32 65 78 U - - 12" 18' 2'40" 236' 3.06" 5.42' 3.03' 5' 1.50' 2.0' 4.92' 7.75' 10,58' 13.42' L21' 0.45 0.68 0,92 I:14 0.30 0.45 0.61 0.76 23 26 29 32 76 - 14' 23" 3'-4" 2.44' 3.75' 6.19, 3.70' 6' 1.90' 1 2.3' 5.3W 8,7r 12,04' 15.38' 1,23' 0.53 0.83 1.13 7.42 0,36 0.56 0,76 035 24 26 32 35 - 19" 30" 4'-0" 2.62' 5.47' 8,09' 5.36' 8' 2.37' 2.6' 1 6.04' 10,04' 14,04' 18,04' 1,27' 0.74 f15 1.57 1.98 0.51 0.79 I,D8 1.36 27 32 36 40 2;r 38" 5'-0^_ 2.79' 7.I8'_ :.9.97' 743' I0' 2,X$' 3A' 1 6.79, _11.79' 16.79' 2L79' 1.31' 0-97 1 1,57 2.19 2.81 _ _ 0166 1.10 1,53 V96 30 _ 36 41 47 - 29" 45' 3.05' 8.90, 11,95' 6.70' 12' 3:19' 3.3' 7,50' 13,42' 19,33' 25.25' L38' 1.22 2.07 2.92 3.77 0.86 145 2.04 2.63 33 40 46 53 w Safe -�-. - 34' 38" 33" 60' 7'-0" T-10" 3.22' 3,39' 10,62' A99' 13S4' 15.38' 10.36' 11,70, 134 15' 3.57' 3.95' 2.6' 3.3' 8:25' 8.9,2' 15,25' 16,75' 22;,25' 24.58" 29.25' JZAZ' 1,42' IA6' 1,48 1.72 2..62 3:12 3,77 433 4.92 5.92 L02 1.16 L81 Z.14 2.60 3,70 3.39 4.05 36 38 44 47 52 56 59 65 - 43" 6& 8'-N' 336' 13.71' 1427' 13.36' 17' 4.28' 3.6' 9, 7' 18.58' 27.50' 36.42' LW 2,02 3,78 3,56 732 1,38 Y58 3,79 4,99 41 51 61 71 481 76" T-11" 3,73' t5.43' 1916' 15: 3' 19' 4,59' 44' 10-42' 20,33' 30,25' 4047, L54' 2.34 4:49 6.64 a 79 I.59 3.05, 4.51 5.97 44 SS 65 77 - 53" 83" 10'-8- 3191, 1735, 2L06' I6:70' 20' 4,77' 3.3' IL08' 21.75'' 32.42' 43.08' 1,58' 2.66 5.17 T66 10.16 1.80 3,50 5.19 6.88 47 59 71 83 58' 91" 11'=8" 4.08' 18AT 22.95' 18,36' 22' 5501' 3.6' 1L83` 2350' 35.17' 46.83' 1.63' 3:02 598 8.95 11.90 2.04 4.04 6.05 8:05 1 50 1 63 76 89 E 6.42' L.. 6,2Y dimensions permitted to allow use of 8' standard pipe lengths. :'a 10AO' 10,10' Dimensions permitted to allow use of 12' standard tripe lengths, CONCRETE PIPE DIMENSIONS AND QUANTITIES LAST DESCRIPTION: FY 2020-21 INDEX SHEET REVISION Flr:?wl.7TT CROSS DRr�.IN MITERED END SECTION 11101119 .�Ir� STANDARD PLANS 430-021 3 of 6 FDOT MITERED END SECTION N.T.S. MASER C O N S U L T I N 0 R I. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ Nt:W TVK& ■ r1AKTLAIVLJ ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, PA PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whats below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM Vi Z w f Z O F > O 0 EL Q O Z Q Z O P � Z w t. O U Z O Z F r Z O da U d U d Z ow., vQi U O O U w w N 9 w N 1 w N_ > Lj m Z lJ � Q N ID N O N a STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE LLC PARCEL ID: 15.26-21-0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-DTLS SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: 14 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. / PER FT BEN B�NGH SLOPE (JAIN) (TYP) INFLUENT SEWER (TYP) SEE EXHBIT S-2A AND -EXHIBIT S-4 (IF APPLICABLE) SHAPE TO FORM WfArC . fP SNHOI� —CHANNEL EASY FLOW 0 EE CURVES EXHIBIT S-10 EFFLUENT SEWER SEE EXHIBR S-2 PLC E£ HOLE��ASPKALT P DETAL 7 S A NON -SHRINK. GROUf\_ FI N GRAAE yg VARIABLE ADJUSTMENT y F WJCONCRETE MING R6N 3 , (8' MIN. TO 1"' .•- 2 MAX.) �b TONGUE REINFORCING (TYP) nIi MI SEE SEG" JOINT DETAIL (TYP) SEE M leff S-19 123 OR 4 FT LENGTHS A5 REtk"17. -'- GROUT -N4. 57 STONE (Ir THICk) PREPARE SU9l"tWE tYP 'IN ACCOADANCE 1WH THE SPECF01TIONS 1�CONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. SEE ACTUAL DWGS FOR PIPE DIAMETERS, LOCATIONS AND INVERTS, 2. COAT OUTSIDE OF MANHOLE AS SPECIFED. 3. UNE INSIDE OF MANHOLE AS SPECIFIED. SECTION MANHOLE - ECCENTRIC PRECAST CONCRETE NTs CITY OF ZEPHYRHILLS NOVEMBER2018 STANDARD DETAILS CITY OF ZEPWRHILLS UTILITY DEPARTMENT 39$25 ALSTON AVENUE ZEP14YRHILM FLORIDA 33542 PHONE ($13)7$0-0429 fAX (813)7844613 11■ RIGHT -OFF -WAY SEWER MAIN ,PVC WYE IN 4" PVC PIPE SEWER MAIN 4" PVC W'YE k 64" PVC- PIPE 4'PVC 45' SEND PLAN VIEW AS ItE4Ul{2ED 14 RIGHT -"OF -WAY SOLVENT WELDED CAP PROPERTY i %uNE +--�- 4" PLUG * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES CROSS CURB WITH A "S" MARK IN CONCRETE. )LVENT WELDED CAP CONVERT TO CLEAN -OUT UPON -FINAL CONNECTION TO CITY SYSTEM —FINAL GRADE 4 PVC PIPE DEPTH AS REO. PER CLEANOUT INVERTS A9 SHOWN ON PLAN PROFILES 4" PVC, WYE 4- PLUG 4" PVC PIPE SEWER MAIN 45' BEND OR 90" LONG RADIUS. SWEEP 4" PVC PIPE 4' PVC 46' BEND I VC WYE IN p SEWER MAIN NnTE: II 4" LATERAL ACCEPTABLE FOR SIN(LE 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 DECEMBER 2015 STANDARD DETAILS 'A CITY 'OF ZEPHYRHILLS UTILITY DEPARTMENT 39$26 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)7$0+0613 Sw5 rLV 0 SECT'1CTN A -A SCAU : 6 MANHOLE COVER DETAIL NOT TO SCALE DECEMBER 2 01 5 r CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39$25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE {$13}78Q•0029 FAX (813)780-0613Sw1A SEWER MAIN RIGHT-OF-WAY SEWER MAIN I SOLVENT WELDED CAP PVC WYE IN 4" PVC PIPE %SEWER MAIN 6"x4" PVC DOUBLE WYE PROPERTY LINE / 6'CIEANOl1Td 6" PVC- PIPE 6" PVC 45' BEND 4" PVC PIPE * * 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 v TO CITY SYSTEM. FINAL GRADE :j "7/, '77, 4^ PVC PIPE DEPTH AS RED. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES 6"x4" PVC DOUBLE WYE 6" PVC PIPE 6" CLEANOUT TO GROUND LEVEL 45' BEND OR \ VS' , 0% MINSLOp� 6" PVC PIPE 90' LONG RADIUS SWEEP 6" PVC 45' BEND PVC WYE IN SEWER MAIN SIDE VIEW SANITARY SEWER SERVICE PVC DOUBLE SERVICE NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0Q29 FAX (813)788-0613 S-6 INVERT CHANNEL TOP CHANNEL BOTTOM (SEE NOTE) GROUT FLEXIBLE CONNECTOR FILL ANNULAR SPACE W/NON-SHRINK GROUT /-EFFLUENT SEWER PIPE NQT PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO EFFLUENT GRAVITY SEWER NTS CI OF Z PHY LS NOVEMBER 2018 CITY E 4 r RIL InI,. STANDARD DETAILS CITY QF ZEPHYRHILLS UTILITY DEPARTMENT 39025 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE (813)780-0029 FAX (813)780-0613 S=2 -" `'" , AC PAVING OR FRAME AND SOLID LID /� GRADE & NEENAH R-1974-A /I (ROUND) OR EQUAL TO PIPE Q.C. v„ . �' `---- - CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC EXPANSION JOINT 4•" MIN, MATERIAL ENCASEMENT 3" TYP. BACKFILL $AND CONCRETE ENCASEMENT a EQUAL ILIA, PIPE 4, (' I.D. MAX,) AS REQUIRED TO '`�. ° ENCASE FITTINGS °¢ ` ° ' (1)2'-T JOINT — AS SHOWN UNDISTURBED SOIL v1 RAVITY CLEANOUT NOT TO SCALE CITY OF ZEPHYRHILLS NOVEMBER 201 ' STANDARD DETAILS CITY OFZEPHYRNILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 SM9 PHONE (813)780.0029 FAX ($13)7804613 FLEXIBLE CONNECTOR FILL ANNULAR SPACE W/NON—SHRINK GROUT INFLUENT SEWER PIPE :::�, GROUT [HANNEL TOP CHANNEL BOTTOM SEE NOTE �s NOTE: PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO INFLUENT GRAVITY SEWER NTS NOVEMBER 2018 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE (813}7$0-0029 FAX ($13)780-0613S=2A VALVE TYPE + PV-PLUG VALVE 6' -- PV DIRECTION AND NO OF L-20 TURNS TO OPEN 11T LETTERS CAST IN 3" � DIA BRONZE DISK (TYP) SERVICE TYPE —s VALVE SIZE VALVE IDENTIFICATION DISK ANCHORED TO CONCRETE Ibo CAST IRON LID WITH RAISED LETTERS "WATEW PAINTED GREEN (SEWER) OR PURPLE (RECLAIM) SEE NOTE g 39" X 5' him CONCRETE PAD LOCATOR WIRE ACCESS-7' SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW 0 5' OC, 2" FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S-14 C ON S U LT I ER N S P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM Z E w O J 1 O 0 U d CLCL Q Z U Q W Z F J Z O ZZ U a i Z U U O cc: 0� Z aLU a a vai U w U/ w N w N W > o m Z a a a 3t 0 LU N O Q N Ln C4 STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: I CHECKED BY: AS SHOWN 12131/11 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C.DTLS SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 15 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. D 18 FT STEEL CASING FLEXIBLE J WATER MAIN ENCASEMENT COUPLING (TYPICAL) *f 10 FT 10 FT — PVC WASTEWATER GRAVITY MAIN NOTES: 1. WHERE WATER AND SEWER 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 ® CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILTY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S-16 VALVE COLLAR IFICATION DISC TRACING WIRE ADJUSTABLE VALVE BOX -- SEE NOTE --- TRACING "HIRE — FINISH GRADE OR PAVEMENT f�i�<9^�l✓i'. —HAND TAMPED BACKFILL AT TOP SECTIONT OPERATING NUT -CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON THE PIPE FDOT #57 STONE (6r DEEP) -- PIPE VALVE COMPACTED FDOT #57 STONE G I GLENGTH EN H ( 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE t 1 Z' (16" BEYOND EA SIDE) NOTES: 1. EXTENSION €7F VALVE SOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2• VALVE STEM EXTENSION(S) REQT TO MAINTAIN 2` DEPTH TO OPERATING NUT ON DEPRESSED MAIM 'W1316" OR MORE COVER; GATE VALVE BOX NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)7$0-0029 FAT( (813)786-M13 W=3 COVER PER 12ENC1-_ DETAIL (TYP) FINISHED GRADE SEE CX ILO G-3 10' VIN 10' MIN PROPOSED UTILITY FULL LENGTH OF SEE MIN VERTICAL PIPE CENTCRED l SEPARATION REQUIREMENTS AT CROSSING l.I'„!,` q EXISTING UTILITY PIPE OPTION 1_ SUFFICIENT COVER AND SEPARATION AVAILABLE] SAND CUSHION FINISHED GRADE MIN 11:25' ELB (TYP) COVER PER TRENCH DETAIL (TW) - SEE NOTE SEE EXHIBIT G-3 - `'� 6' MNf PROPOSED UTILITY :0'-0" MW f' 10'-O' MIN -I CONCRETE FULL ENCASEMENT (EXXISTING UTILf(Y J PIPE P NOTE: WITH APPROVAL OF ENGINEER; CONTRACTOR MAY DEFLECT PIPE PS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 1 )SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) MINIMUM VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE : WATER SAA�ITARVITY '(I SEWAGE SEWER I FORD E MAIN STORM RECLAIMEDELECTRIC WATER TELECOMMUNICATIONS COMMENTS PCTABLE WATER -.-.�-0"( 10 1 2) 1 -G.'(1 2). .1 -0'O ._. 1'-0° �--- 1 0 ----- '" SEE NOTE 1 GRAVITY SANITARY SEWER 1 S"(2) i 0 1. 1-0 P-6" 1 -T(2) 1 -0" SEWAGE FORCE MAIN 1' C(2) 1' 0• 1 "-0" 1'-0" 1'-6"(2) I V-0' SEE NOTE 2 _- STORM rt'-T(1) 1' 6• "-0" _- 1,-0' v-p"—__-_1,-0"- ._--j RECLAIMED WATER 1,-0• 1'-6' v-G' 1'-W 1-0" I 1'-0, SEE NOTE 2 ELECTRIC 1'-0" i'--0" 1'-..0' 1'-d' 1'-0" 1,4' TELECOMMUNICATIONS (1) FAO 62-555.314 (2) FAC 62-604.400 (3) FAC 62-610.469 NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMIIM VFRTICAI SFPARATIAN RF(JIIIRFMFNTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVTY SSEWER SEWAGE STORM RECLAIMED ELECTRIC WATER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1-0• 10'-V(1,2) 10'-0"(1,2) 3'-0"(1) 3'-O"(1,3) 3'- Or GRAVITY SANITARY SEWER TO'-0"(2) 1,-C 1'-0` 3'-0• 3'-T 2) 3'-0" SEWAGE FORCE MAIN 10'-0•(2) __ 1'-0"- _ 1'-0" 3'-0' _..-T-T(2) g'-p' STORM 3' T(1) 3'-0" 3'-0• 1'-0" 3'-0" 3'-0' RECLAIMED WATER 3'-0 1,3 1 3'-0"(2) 3'-0"(2) 1 3'-0" 1 1 O` 1 3'-0" ELECTRIC TE7_EGOMMUNICATIONS (1) FAC 62-555.314 ,N0 L (2) FAC 62-604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. FINISH D GRADE PROPOSED UTILITY COVER PER TRENCH OEPTH VARIES TING U-ILITY DETAIL TYP SAND CUSHION EXISTING (TYP) EXISTING UTILT Y SEE EXH'�.BIT C-3 SEE MIN VERTICAL FULL LENGTH OF PIPE - CENTERED AT CROSSING SEPARATION REQUIREMENTS PROPOSED UTILITY ��,\ 11.25' ELB (TYP) f SEE NOTE SECTION A -A 10 MIN ial MIN FXISTING UTILITY ZPIPE NOTE. - ° - - WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFT-ECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. SAND CUSHION OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PROPOSED UTILITY FINISHED GRADE EXISTING UTILITY B 112" DEPTH VARIES CONCRETE FULL ENCASEMENT SECTION B-B SANG CU51110N !-1 -._'`-�M� MIN 6• INS•, PIPE 0.0. 6' MIN _ \ \� s 1.25• La (TYP) SEE NOTE 2 o PROPOSED UTwTY IB 0 - - FUEL CONCRETE - ENCASEMENT 10'-T MIN q PIPE 10'-0" MIN 2500 PSI (MIN) CONCRETE 7n z g 1_0 OR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE C NCRETE ENCASEMENT BY CASE BASIS. NIS 2. WTH APPROVAL OF ENGINEER,. CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 _(SUFFICIENT SEPARATION NOT AVAILABLE) e ICE TYPE VALVE TYPEVALVE SIZE s GV - GATE VALVE : BFV- BUTTERFLY VALVE VALVE IDENTIFICATION DISK ANCHORED TO CONCRETE DIRECTION AND NO OF TURNS TO OPEN I/Ir LETTERS CAST IN S-1 \4` DIA BRONZE DISK (TYP) EAST IRON LID WITH RAISED LETTERS "WATER PAINTED BLUE (POTABLE) OR RED (FIRE)' SEE NOTE 2470 X C THICK CONCRETE PAD NOTE LOCATOR WIRE ACCESS-Z SCH 3 PVC. FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ P.ECESSEtI NUT. TERMMIATE INSULATED, SOLID 14 {s'AUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW l4!^T4 uwxu ,¢ 0 5" OC. 2' FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS a CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33UZ PHONE (813)780-0029 FAX (813)780-0813 Ww5__j UTILITY CONFLICT )N STOP (V208) SERVICE LIME, SEE PLAN FOR SIZE AND MATERIAL TYPE EEEiil FLOW —• WATER MAIN- "SERVICE SADDLE NOTE: I- :SIZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE SIZE UNLESS NOTED OTHERWISE 2, PLASTIC INSERTS ONLY (NO METAL) FOR r AND 1" POLY CONNECTIONS. SERVICE TAP NTS CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0513 W 09 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 F� z FINISH GRADE 10 ~— CAST IRON ADJUSTABLE Q VALVE BOX TAPPING VALVE FLANGED CONNECTION REACTION BLOCK UNDISTURBED SEE EXHIBIT EARTH P o g G-6A (TYP) 0 MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2. CAM —LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW —OFF ASSEMBLY PLUMB. 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. WET TAPPING SLEEVE AND VALVE DETAIL NTS ® CITY OF ZEPHYRHILLS DECEMBER2015 y.W STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W-2 PHONE (813)780-0029 FAX (813)780-0613 TYPICAL SINGLE SERVICE (NEAR SIDE) 1"O"xl" WYE WITH 2 E CURBSTOPS FOR DOUI3LE W,/W, (—t INCH PE TUBING sd SERVICE STORM STRUCTURE (FAR SIDE) TYPICAL DUAL SERVICE, SHALL BE USE TWO q2) SWO;LE SERVICES WHEN CONFIGURED AS 2 INDIV SERVICES IN SEPAIIATED BY STORM STRUCTURES SEPARATE SLEEVES. 0 jsew CURB S 1 ISOLATION VALVE WATER [DISTRIBUTION MAIN NOTES. CORP. STOP t. SLEEVE SHALL BE EXTENDED 24 INCH PAST ANY PAVED SURFACE WITHIN DEDICATED R/W, 2. EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH SHALL BE BURIED APPROXIMATELY 6 INCHES BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 1S INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT(S) NUMBER SERVED- 3. STATIONING NOT REQUIRED IF SERVICE IS LOCATED ON LOT LINE. C 18 INCH MIN. SPACING BETWEEN SERVICE TAPS DPI WATER MAIN SHALL BE MAINTAINED. 5. A NEARSIDE DUAL SERVICE CONNECTION SERVICING MORE THAN ONE RESIDENCE iS ONLY ALLOWED WHERE RECLAIMED WATER SERVICE 15 AVAILABLE. S. SEAL END OF CASING SIMILAR TO EXHIBIT 0--7, RESIDENTIAL SINGLE METER SERVICE (NEAR AND FAR SIDE) NTS CITY OF ZEPHYRHILLS APRIIL2020 �'- - STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 30925 ALSTON AVENUE ZEPHYRHILLS; FLORIDA.33542 PHONE 813 780-0029 FAX 813 780-0613 Ww9A_j 1 ER� 4Nt O N S U L T I N O P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION9OFEXCAVATORS, DESIGNERS, OR ANY PEPREPARING TO DISTURB THE EARTH SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: VVWW.CALL81 I,COM Z E OU Z F Q O O UCL a Q O F Q w Z O Z U O Z_ U U O d 0� Z n O~ d D_ O W U H Lu N ti Lu w w o m Z Q r) W c o c F— N N � T . 0 N u1 tY STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 Phone: 813.207. 1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1 12/31119 AM SMR I PROJECT NUMBE - 1 R. DRAWING NAME: 19002495A C-DTLS SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 16 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. D A FLOW BY PLUMBER PLAN N � a CURB' STOP WITH LOCKABLE EARS DUAL C/U BF -CUSTOMER BALL VALVE POLYETHYLENE TUBING SECTION "A -A" NQM:_ 1. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 2. TEMPORARY INDENTIFICATIONSEACH SERVICE SHALL TERMINATE AT A METER VALVE WHICH SHALL BE BURtEO APPROXIMATELY 6 INCHES BELOW FINAL GRADE AND SHALL BE CLEARLY MARKET} WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED, RESIDENTIAL SINGLE METER SERVICE (NEAR AND PAR SIDE) NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE FHYRHILLS, FLORIDA 33542 WOMB PHONE (013)780-0029 FAX (813)780-0613 /W METER VALVE PLASTIC INSERTS ONLY ' LINE PE I IRTY"PROHDPE-1 �' 1"xl'x1 WYE WATER MAIN 1- CORPORATION STOP i" DR$ PE BLUE WATER MAIN 1' CORPORATION J STOP 1" DR9: PE BLUE 00 NOT INSTALL METER WITHIN SIDEWALK. INSTALL METER WITHIN R/W 1N FRONT OF SIDEWALK OR AS DIRECTED BY THE ENGINEER, 1" CORPORATION STOP �z 1' HOPE 2 5W HDPE METER VALVE M WATER MAIN 1' DR9 PE BLUE 11x1"xi- WYE Iry « 16 INCH MiK OR GREATER IF REQUIRED BY PROFILE APPROPRIATE PERMITTING AGENCY METER SIZE SERVICE LINE SIZE (inches) CASING SIZE (Inches) 3/4 & 1 Inch Duai Service 1 N/A . FOR SERVICES > 50 FT (E.G., CUL DE SAC 'CROSSINGS), A 5 INCH DIAMETER CASING IS REQUIRED RESIDENTIAL DUAL LOT METERED SERVICE (FAR SIDE1 NTS CITY OF ZEPHYRHILLS APRIL2or STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-4813 Wm9H WATER METER & METER BOX (BY CITY) 1 INCH BRANCH VALVE ASSEMBLY A, IRRIGATION, A - 4- SERVICE METER FLOW RESIDENTIAL — —4Tnl+ SERVICE METER CONNECTION TO BE MADE BY PLUMBER fr /t•�/r CUSTOMER PIPING —\ PLAN F •+ %tom\�1 LOCKABLE CLEANNOUT METER VALVE WITH SWIVEL NUT DUAL CHECK (SPUD) POLYETHYLENE TUBING NOTES. SEQTJQI "A —A:' 1. NO SERVICE LINE SHALL TERMINATE UNDERA DRIVEWAY. 2. TEMPORARY INDENTIFICATION: EACH SERVICE SHALL TERMINATE AT A METER 'VALVE WHICH SHALL BE DURIED APPROXIMATELY 6 INCHES BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 18 INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT NUMBER SERVED, RESIDENTIAL DUAL METER SERVICE SINGLE LOT SERVICE NTS 1 1/4 SO NUT z HYDRANT EXTENSION AS 2 REO D FOR ADDITIONAL DEPTH r ENCASE CRUSHED STONE W/30# FELT OR FILTER F,AEg21C LEAVE DRAIN HOLE OPEN I. USE 3/47 SS NUTS BOTH SIDES OF JOINT (TYP) CITY OF ZEPHYRHILLS N+DVEMBER2018 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA $3642 PHONE (813)780-0029 FAX (813)180.0 13 W09C TYP 37NOZZLE FIRE HYDRANT ANT�M1d1FiUNG6849 1 1/4 'SO NUT (TYP EA NOZZLE) BREAK AWAY FLANGE FINISH GRADE GATE VALVE Al '.-�; MIN.EXHIBIT - T I �* Ir RMJ GV 6" WA1ER MAIN (MIN) 67 (TYP) THE VALVE AND THE TEE ARE DIRECTLY CONNECTED UNLESS THE WATER AWN IS LOCATED UNDER THE ROADWAY (IN WHICH CASE THE VALVE IS TO BE LOCATED le FROM EOP) �— 314 SS ROD-2 REO'D (MIN) OR PROVIDE RESTRAINED JOINTS (SEE NOTE B) WASHED CRUSHED STONE FOR DRAIN SUMP (FOOT No 57 STONE) um X FIRE HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY*S LAND DEVELOPMENT CODE S. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REOUIRED, OR PROVIDE RESTRAINED JOINTS, C. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN 3' AND T FROM EDGE Of PAVEMENT, D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL, E. 4 T/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET. F. FIRE HYDfcANT ASSEMBLY INCLUDES ALL THAT IS SHOWN WLUDING DI PIPE TO R/W, DIP TEE AT MAIN. HYDRANT, REDUCERS, VALVE, HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING ADD MISCELLANEOUS APPURTENANCES REQUIRED FOR COMPLETE INSTALLATION, G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT M&WER FOR FIRE HYDRANT IDENTIFICATION, MARKER SHALL BE BLUE AND IN AOC€aRDANCE WITH FOOT 706. MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO ME HYDW9. FIRE HYDRANT DETAIL NTS ® CITY OF ZEPHYRHILLS APRIL200 STANDARD DETAILS CRY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 WWI PHONE (813)780-0029 FAX (813)7804613 0 WATER METER/ IACKFLOW PREVENTION +SSEMBLY NOTE: 1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH CITY OF ZEPHRYHILLS STANDARDS. 2. USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE. 3. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 4. POD SHOWN ON METER/BACKFLOW ASSEMBLY EXHIBIT. 1" WATER SERVICE INSTALLATION (NEAR SIDE) NTS ® CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 Wm9D LUE REFLECTOR IN CENTER F DRIVING LANE ADJACENT 0 FIRE HYDRANT, IF YDRANTIS LOCATED AT AN 4TERSECTION, A BLUE EFLECTOR SHOULD BE 4STALLED ON BOTH STREETS FIRE HYDRANT ASSEMBLY FIRE HYDRANT REFLECTOR DETAIL NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 WM1PHONE (813)7804029 FAX (813)780-0613 GRADE PAVEMENT CURB CURB Z 2 �i �02 IQ L 1 INCH BLUE SI DEFLECT TUBING POLYETHYLENE TUBE CORPORATION STOP SET AT 4F W/ SERVICE SADDLE —WATER MAIN I. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED 6t INSTALLED IN ACCORDANCE WITH CITY OF ZEPHRHiLLS STANOARDS_ 2- USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE-. 3. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, 4. POO SHOWN ON METER/SACKFLOW ASSEMBLY EXHIBIT. 1" WATER SERVICE INSTALLATION (FAR SIDE) NITS TO WATER METER/ BACKFLOW PREVENTION ASSEMBLY CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYR"US, FLORIDA 33642 PHONE (813)780-0029 FAX (813)780-0613 W=9F GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2, ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS —CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6—W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28—DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8, IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1. THE IN —LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS v CITY OF ZEPHYRHILLS DECEMSER2015 STANDARD DETAIL S CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wm16E PHONE (813)780-0029 FAX (813)780-0613 ER Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certfflied. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 4.S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: VVWW.CALL81 I.COM Z. z o o >0 U a � a 0 Z 0 O z Z H J Z O Z Uo Z F U U O U� cf� Z I- w w ¢ a o 0 0 N N N Ln W > > > m Z 0 W N O T STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 ' Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31) AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-DTLS SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 17 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. C ONSULTI ERI N 0 P. A. CITY OF ZEPHYRHILLS POTABLE WATER 7_1 PLAN VIEW NOTE: 1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT. 2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SLIPPING ACCIDENTS. 3. COLOR UH BOX AND LID SHALL BE BLACK'. 4. A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE OF THE LID. 5. THE OPTION OF HAVING LOCKING TABS TO PREVENT "FLOATING" SHALL. BE BY REQUEST ONLY. 6. METER BOXES ARE TRAFFIC RATED (H-20). A _ I'. B al 0,75 IN 3I z d REMOVABLE PIPE 11.251 ENTRY AREA IN. T SIDE SHOR T [�E LINO SIDE E VIEW VIEW DIMENSION SINGLE DUAL A B 11-1/8 INCHES ,8 INCH 1 ES 14-5/8 INCHES 6-5 8 INCHES 1 f C 121NCHES 12 INCHES ALL DIMENSIONS i 1/8 INCH POTABLE WATER METER BOX NTS I NOVEMBER 2018 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF 2 PHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=17 PHONE (813)780-0029 FAX (813)7804613 z g STEEL CASING i- EARTH CARRIER PIPE-� 8- WIDE SPACERS ANNULAR SPACE SHALL Al MAXIMUM OF 10' CENTER TO CENTER BE EMPTY, SEAL BOTH ENDS WITH RUBBER END SEAL SECTION 8'-0" (EXCEPT WHERE INDICATED OTHERWISE ON THE PLANS) EDGE OF PAVEMENT OR TRACK 3'-0" MIN FOR ROADS T-6" MIN FOR RAILROADS 77 E — CASING SIDE VIEW FOOT & COUNTY RIGHT-OF-WAYS RAILROAD RIGHT-OF-WAYS CARRIER PIPE NOMINAL DIAMETER CASING CASING DW MIN WALL THICKNESS DW MIN WALL THICKNESS 6" is, 0.25" - - 8° 18" 0.25" 18" 0.31 T id" 20, 0.25" 2T D.344" 12" 24" 0.25" 2Z" 0.344 16" 30" 0.2-T - - ur 30' 0.2T - - NOTE ALL CARRIER PIPE ON RAILROAD OR STATE (FDOT) RIGHT-OF-WAY SHALL BE RESTRAINED JOINT PVC PIPE. TYPICAL JACK AND BORE DETAIL — CARRIER PIPE CASCADE MODEL CCES END SEAL, OR EQUAL ® CITY OF ZEPHYRHILLS DECEMBER2015 e, STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-7 PHONE (813)780-0029 FAX (813)780-0613 i L 2-1 1/2" SO. WOOD POST, 5' O.C. (MAX.) FILTER FABRIC, SILT FENCE BACKFILL SWALE SEDIMENT EXISTING � LADEN GROUND RUN-OFF nLTERED —iiii— RUN- OFF U MIRAFI SILT FENCE OR EQUAL, SEDIMENTATION CONTROL F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS. 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED BY CONTRACTOR. 2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR ROAD CONSTRUCTION IS STARTED, o.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS PROVIDED IN DETAILS. b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE BEFORE SOD & SEEDING & MULCHING IS FINISHED EROSION CONTROL STRUCTURE NOT TO SCALE THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. �9 CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 PHONE 813 780-0029 FAX 813 780-0613 G=1 LIMITS OF SP-1.25 (TRAFFIC C) PAVEMENT RESTORATION AASPHALT MATCH EXISTING TRENCH THICKNESS TOP WIDTH 2" M I N 6" 6" 6" 6" SAW -CUT EXISTING PAVEMENT (TYP) EXISTING PAVEMENT 1{ + + + + + , L11! EARTHUNDIS FL_II-__ L I B 11-1ll ll -I I� I Ir- :! 1 LBR 100 LIMEROCK BASE 8" LIII _! THICK (MIN) SEE NOTE 2 COMPACT UPPER 12" TO SEE TYPICAL PIPE TRENCH DETAIL MIN 98% MODIFIED FOR PIPE COVER DEPTH AND PROCTOR DRY DENSITY, BACKFILL REQUIREMENTS ASTM D-1557 NOTES: 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND SIMILAR RESTORATION. 2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED PROCTOR DRY DENSITY, ASTMD-1557. 3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS RESPECTFULLY. ASPHALT PAVEMENT RESTORATION NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9 PHONE (813)780-0029 FAX (813)780-0613 w C a o z MIN SIDE SLOPE UNDISTURBED ci' oU PER OSHA EARTH (TYP) FOR SHORED FOR OPEN REQUIREMENTS TRENCHES TRENCHES (TYP) WHERE SHORING IS NOT EXTENDED TO 0 0 SURFACE, SLOPE EXCAVATION AWAY FROM TOP OF SHORING PER OSHA llr: WARNING REQUIREMENTS TAPE PRIOR TO COMPLETION OF FINAL BACKFILL, A 141"- REMOVE SHEETING ABOVE 12 OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT IN PLACEI PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN PIPE SPRING UNE OR CENTERLINN OF VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM OF EXCAVATION FOR /I LATERAL SUPPORT AS REQUIRED BY THE •-�/ CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) NOMINAL PIPE DIAMETER MINIMUM SIDEWALL CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) OR HORIZONTAL CONDUIT SPAN (INCHES) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 I< IVL N Z� 3 OPEN TRENCH MAXIMUM 1 VERTICAL WALL HEIGHT m 0 PER OSHA REQUIREMENTS PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN ZONE N0. ZONE NAME MATERIAL COMPACTION 1 FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM 0-1557 (98% WHEN UNDER PAVEMENT) 2 INITIAL BACKFILL Q3 HAUNCHING 4 O BEDDING 5 FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NOTES: 1� FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. 122 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. (Z)HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 5 INCHES, LOOSE MEASUREMENT, ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING, PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. (D NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONAL NOTES: 1.. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC-) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPUCE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE UNE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NITS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE 813 780-0029 FAX 813 780-0613 G=3 LIMITS OF CONCRETE DRIVE RESTORATION (10- MAX) TRENCH 12 SAW —CUT EXISTING CONCRETE (TYP) -- 3,D00 PSI CONCRETE WITH 6x6 # 10 WWF, MATCH EXISTING THICKNESS (C MIN) "!— Dr` #4191ONG DOWEL UNDISTURBED @ 12' OC AROUND EARTH PERIMETER T MIN FROM CORNER. EPDXY GROUT INTO EXISTING CONCRETE COMPACT UPPER 12" TO WITH 10" EMBEDMENT MIN 98% MODIFIED PROCTOR DRY DENSITY, ASTM D-1557 SEE TYPICAL PIPE TRENCH DETAIL FOR PIPE COVER DEPTH AND BACKFILL REQUIREMENTS NOTES; MATCH EXISTING GRADE AND FINISH. CONCRETE DRIVE RESTORATION NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G-9A RESTRAINED NIS JOINT (TYP) J FITTING JALL OINTS STRAINED \ / RESTRAINED JOINT SCHEDULE FITTING PIPE SIZE 90' BEND 45' BEND 45' BEND (VERT) 22 1/7 BEND 22 1/2' BEND (VERT) 11 1/4' BEND 11 1/4' BEND (VERT) VALVE, DEAD END OR REDUCER TEE (BRANCH) 8" 37 16 45 8 14 4 7 107 107 6" 29 12 34 6 11 3 6 82 82 4" 17 8 16 4 B 2 4 38 37 NOTES: A. RESTRAINED LENGTHS ARE IN FEET AND ARE FOR POLYETHYLENE WRAPPED DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS. C. THE SCHEDULE SHOWN IS FOR THE FOLLOWING SERVICE CONDITIONS 150 PSIG TEST PRESSURE; POORLY GRADED COARSE SAND; 36 INCHES COVER, TYPE 3 TRENCH CONDITIONS; AND 1.5 SAFETY FACTOR. D. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH DIRECTION FROM FITTINGS OR VALVES. E. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT BEYOND THE RESTRAINED LENGTH GIVEN. F. RESTRAINED LENGTH FOR REDUCERS SHALL BE BASED ON THE SIZE OF THE LARGEST END OF THE REDUCER. G. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE RESTRAINED LENGTHS SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTOR'S ENGINEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL PIPING WAS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER, WHICHEVER ARE MORE STRINGENT. CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE INCLUDED IN THEIR BID. H. FOR CONNECTION OF PIPING TO EXISTING PIPING, WHEN THE REQUIRED RESTRAINED JOINT PIPE LENGTHS TO PREVENT PIPE MOVEMENT CANNOT BE ATTAINED IN ACCORDANCE WITH RESTRAINED JOINT SCHEDULE, THE APPROPRIATE TEE, VALVES, BEND AND/OR CROSS FITTING(S) SHALL BE FULLY RESTRAINED IN ACCORDANCE WITH EXHIBIT G-6A TO PREVENT PIPE MOVEMENT. J. WHERE HDD CONNECTS TO PUSH -ON JOINT PIPING, THIS CONNECTION SHALL BE TREATED AS DEAD END W/ RESPECT TO THE RESTRAINED JOINT SCHEDULE. RESTRAINED JOINT SCHEDULE NTS CITY OF ZEPHYRHILLS DECEMBER2015 M, STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-6 PHONE (813)780-0029 FAX (813)780-0613 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS SLOPE 1 /8" / FT. 2500 P.S.1. CONC. (TYP. ) SECTION JOINT (TYp jSION 4' (MIN. 4 CxCx10/10 WWF FLAG (TYP.) 4'_ 0" 4'-0" 4'— 0' 11 11, 11 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9C PHONE (813)780-0029 FAX (813)780-0613 Customer Loyalty through Client Satisfaction www.maserco,nsulting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright© 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, PA. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH's SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM F w E OU Z Lu J x Q O O U a 3 a O Q Z U O_ Z Z H- Z O Z U O E Z U U O Z y Lu a d vai R 0 0 0 U N (A cm w > > m....... z ° W N O H- N ° a d STUART ROG ERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26.21-0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone:813.207.1061 Fax: 813.28 L 1050 j SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-DTLS NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. PLAN CHANNEL WIDTH TO MATCH THE EFFLUENT SEWER PIPE DIAMETER 1/?," PER FT INFLUENT/EFFLUENT SEWER PIPE BENCH SLOPE I A (MIN) (TYP) f' PE ID (M1 N) ENT GROUT U-SHAPED CHANNEL NO 1 RO VEL SLOPES AND CHANNELS SMOOTH TO PREVENT COLLECTION OF MATERIALS. . ALL INVERTS SHALL BE CONSTRUCTED IN A MANOR TO ALLOW FOR EASY INSERTION OF A SEWER CAMERA/TRANSPORTER MANHOLE - U-SHAPED CHANNEL NTS 4N CITY OF ZEPHYRHILLS APRIL2020 v� w I STANDARD DETAILS CITY OF ZEPHYRHiLLS UTILITY DEPARTMENT 39825 ALSTON AVENUE.EPHYWI.M FLORIDA 336442 PHONE (813)789-0029 fAX (8i3)7S0-0I913 S=1B FJ D1 99 ELL (TYP)- 1' EXPANSION JOINT nLLFR (TYP) *SHED ?ADE (TYP) c T+R a W a. 4 FJXRPOJ DI PIPE FLOW --' DOUBLE GHHECT{ WiT}I DETECTOR ASSEMBLY OUTDOOR INSTALLATION FEBCO MODEL 654, OR APPROVED EQUAL WITH THERMOSTATIC' VALVE FREE' PROTECTION (WEaE PROTECTION NOT SHOWN FOR CEARrty,, THERMOSTATIC VALVE SHOULD BE INSTALLED ON THE DOWNSTREAM TEST CM OF THE BACKFLOW PREVENTER) PEST MHWCATOR VALVE. (IF REWRED) (4) Ir DOLiARD& d SEE DETAIL ON SHEET S. PIPE SUPPORTS (PER MANUFACTURER CONGRET£ SLAB47 THICK x 3'-4' WIDE x 10' 6' LONG i/ 6x6 W4,9xW4.9 WWF, CHAMFER EXPOSED EDGES 1" 4r FJ x FJ OI 40 ELL e FJxFJ gal 90' ELL. 24 FLOW € L(M: T. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53; CEMENT LINED INTERIOR WiTH FLANGE FITTINGS FOR ABOVE GROUND USE, MANUFAC'TUiiERS RESTRAINED JIDNTS SHALT BE USED FOR UNDERGROUND PIPING- 2: CH]RTIFFCATiON BY THE CITY OF PROPER INSTALLATION ANDOPERATIONWILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CBY; 3- ALL BACKFL OW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL • THE BACKFLOW PREVENTION DEVICE ASSEMBLE` SHALL BE A REDUCED PREMRE DVACE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE METED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTOR CAN BE USED. 4, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH, 6x6-W1.4xWI.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1, PORTLANO CEMEM WITH A MINIMUM 28-•DAY STRENGTH OF 3000psi, 5. SLAB WIDTH SHALL BE 5 FF TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 6. 60LLARLTS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7, ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION --RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). BACKFLOW PREVENTION ASSEMBLY (FOR FIRESERVICEONLY) NTS TW CITY OF ZEPHYRHILLS APRIL2 24 0 I STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39823 ALSTON AVENUE.ZEPHYRHILL.S, FLORIDA 33542 W0 PHONE (813)780-0029 FAX (813)780-003 12--I REFERENCED DATA 1 fOP0GR*fA0 SIMMY WAS OBTAINED FROM - AND PER 4101) BY - DATED 2. SVOWAPF UTUTY EAPNRAIM WAS OBTAINED FROM W-, AM PERFORMED DATED - 3- ALL ELEVATIONS ME REFERENCED 10 THE NORONTAL DA" 15 BASED ON STATE PLANE 4. THE SURVEY NI'ORMATION CNNTANED FLREf N WAS OB7ARNEp FOR OF"uON PURPOSES AND MAY Not JW ACEOLW,E AEPRESEWAIDM OF ACNA OONORTONS FOR PRO.IEOT CDNS)RUO/ION. E111W CONNURS SHOUT REFIRESENt RFTE! aLAtMN9/EKTRHPOtATiptIS ERNE TE 8E5T' AVALA E 3LWKY LATH. ALL. 1WXS AESULTRD FROM THE USE OR NEERPREU7AN CY TIE 3 MO DMA SNOMN. STEAL E BWNE BY THE CONTRACTOR, 5. EOT OINICAt INESTRdnOtM AND REMM ENDATONS PERFORMED BY „REFER TO REPORT DATED _. G. IT IS THE FESPONSIBUTT OF THE CONRCTOR 70 ESTABUTAE N THE FIELD LIMNS OF COMSTRUORON, KWHAWRS (EkEY.}}. CWRDNATS. GEEETET ONES, AD STATOMWD AS REOUFU TO CONSMUCE MIS PB0JF07. GENERAL Y. ALL Cfii6N ARID W/F:TRICTKN SWIL CONFORM TO THE MINIMUM SWDARDS SET TOM BY THE fD AHWA NSA. A D CITY Or ZWKffA .S. B. THE CONTRACTOR IS ADVISED' NOT 10 SAVE FROM OR XNUS BUT TO REED VERIFY ALL DNENMONS. THE DNFNMNNS OF SPECIFIC AW FURNISHED' PRODUCTS AND WERVLF TAD PRECEDENCE OVER DIMENSTONB NCY,A1F0 ON THE ENOWE& T EW 72M DEtRAIDNS OCCUR, 11E CRIP" TOE SHAL NM THE EN TION, iFASt 72 HOURS PRIOR 1O CONSTPUCTgN EGO' A DF7FU11UMTTON AND REBCAAMN.. 1 THC CMIRACTOR SNAL CHECK PLANS FOR "Ni NO DISCROVINCIES PRIOR. TO PERRYRNITD ANY T/OE N THE AFFECTED AREA to rt IS 1fE CONTRACTORS RESPONSIBILITY TO BECOME FNNMAt WITH THE PER IT AND. NSPE KN fEOIRREMEMS- St+ OU BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE Dlfi9EXR: INE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRO TO CCflBTigCT10N AD SCOEORE INSRECIDN Ace"; TO ASEINCY IHWtRuI.1IONTS. 11. ALL III PERFORMED SH4V.L COMPLY WITH TE TEGIIIATICNS AND CWNANO.S OF THE VARIOUS INWRMA,. AC$1R7ES NMNG'JURSOCTON O'ER THE WORK. CONSTRUCTION LAYOUTILIMITS OF CONSTRUCTION 12. THE EONTRACIOR SHALL OBTAIN THE SERACLS OF A PROFESSIONAL LAND $UPVFY L)CIOM N THE STATE OF FLORIDA FIAT LAYOUT PROOF OF LKFMiE SHAH BE SL-ADl[D ro THE ENWAEER BEFORE IIEONNNO LAYWI. 11 NCI OBTWUANCE OWL E ALLOWED OUTSIDE OF THE RXWIT OF WAYS AHD/OR THE UJIM OF MAORUCfroN SHOWN ON ME DBMANOB UNLESSAPPROVEDBY THE MU OR SPECIFEGVL.Y HTED ON THE DRAIGhm EXISTING CONDITIONffi I& LOUTKNS, ELEVATIONS, AND DIMENSIONS OF EW LNG UTNIES, SN IICTURER AND OTHER SbUURES ARE SHOWN BASED ON THE BEST IMFORNATON. AAWA&E AT. THE ORE AnOCF PREPARATION OF THEM PEAKS MWR14WR SHALL VERIFY THE LOCATDNS. INRS. AD OA1EtLCOgs OF ALL EUSr U1W,IE^x STAUCIU ES. AND OTHER FEATURES AFEEOTFro- THIS WAR( PRIOR i0 pNSiRUOTIOH. IS, PRESTO 44" DIR WINO PREPARATION 90 SUBMRAL AND KWHASE OF RELATED WTNRA.S. THE CONTRACTOR SHALL L NEED VERFY WING UTLBIES ((LLpp0CAA 14 SGEE, MATIGWA$ OF CONSTRUM, OUTSIDE DWEETER, WALL 1MORNESS, RUUfnW55, ELB 11W M.Z TO WHKHI ctwrEDTK0 SI WILL E MADE. GONTRAOOR SHALL INCLUDE FOLD MEASUREuNn1$ ON SHIP OmWRtg 16. ME CXAITRAOOL WEAL Hg1Gi' TIE OWNER AND EWNLSR N WAM40 WE IELY F COEEIO73 ETEEN TIE DRAWINGS AND ACTUAL CONDITIONS ARE OSCOVMT THE DRAWRCOWANOMWS. SHALL ACCURATELY REWRD ANY SUCH CONFLICTS ON THE REM 17. ANY PROPERTY COMM MOVEMENTS, OR BENCH MARKS WITHIN THE PRMCI AREAL SHALL EE PRDOECIED UNLESS OTERWASE NNCAIFA FOR DOICUTOFL F ANY SUCH ITEMS ARE N DYNEER OF DAMS[ OR HAVE BEN* 01MWF9, THE OON,FACTOR 5104L NWFA THE OWNER AND THE DOOM NMEDIAMEr AND, REPMZ/0MI E THESE FEW AT NO ACMORN. COST 10 THE OWNER E OWNER CHOOSES TO SELF PONFORM ONE REM OR. INCURS 111ATED C ISLS, THE OOITRACTR WALL R SJM THE OWNER FOR ALL COSTS ASSOCIATED WHIN W EFFORT. I& THE CONTRACTOR S RESPONSIBLE FENS REPAIRING AFT' GNACE TO EWIN G EACIUM5. ME CONTRACTOR CALLED FOR IN THIS CONTRACT. OCCUIR AS RESULT Of THE OWPEWFDRAEO BY UTILITY ITY COORDINATION 19, THE CONTRACTOR SHNL NOTIFY ALL: 0111TIES HEIR THE PR*LW AREA AT LEAST 4a HOURS PRIOR 10 CONSTNGYKN. THIS 51W1 "OURDE IDTPRNO'SUISHINE STATE OWE CAA_ Or RIME • AT LEAST 48 HOURS PRIOR TO ANY faYAY M WOW TO KALE ALL ExSRNG UMI EG LDCAIED. THE "WE NUMBER S t-800-432-4770 AND THE WEB SITE S MVW.CAUSIWISHFEC06L N W6TAVCES WHERE DODGING OCCURS N WElLAWYS. THE NOTWAVION PERIOD SHALL E WAMSED FROM M LEAST 48'HOURS TO AT LEST 10 am 20. FLaTRmA LAW (FS 653.851) RE'GUARE5 7FlAL xRsoas MAKNG kaCAVADNS IN "U",STW.E#S, ALEY5, RLM-OF-WAYS UITUtT 4WSELRTNTS IAkST FIST OBTAIN NFORIA11O3 ONI 1CCLMENS OF UNDERONOUND GAB PPEINE$A 21. 7ME CONTRCTOR S BE5PDNSI�E,BE [RxR BP.IGNO, SHdRWa OR PRONOXNG ORRER MOMS FMAIREMN TO RD OR AND BU=) AT MAY BEWIMPA SN BY IS I WD OWNER fEATR{$ {ExPOSED M IVEx�) THAT MAY E WAITED BY xl4 WONT. 22. THE CONTRACTOR SWLL E RESPONSIBLE FOR CONACTNG POWER/RIEPHONE OOMPAMES ,YD ARRAIOWNe TO NAME UIRfiF^ POLS NL. 44)10R 8UY PARES REMOVED NFI REPEALED, IF NECESSWIT FNML OCNS1RtOT10N. AT NO AODMHOAL OOET'70 ME OWNER, 23. THE CONTRCTOR SHAL NOTIFY INE API'NOPRATE NNIAO AOEHOYEUM) PRINT TO OWMENOND WOM WITHIN TH M JVREOI IKWL CONSTRUCTION SAFETY 24. T S THE RESPONSYBUTT OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXC.MMTION SAFETY STANDARDS AND TO ABIDE BY THEM AS COOKED UNDER 1K FT,OEI'm TRIDECi-SAFETY ACT. 25, THE .CONTRACTOR SHALL BE SOELY RESPONSIBLE FCR CONSTRICTION SAFETY. RESTORATION 26. ALL PAM, SIAB-LM EM.N ORENDMOS, CIRBS, AEETULc3, RWUS, SOD. LAIMAPIND. CULVERTS, EEC. DSTIWIEEF BI' Cd6/RUCTKKW PCTM7ES SHULL BE AMOIEM BY ND M THE rAMM GF TE OW94WA TO M SATTSIFAM OT TIE owm ZT. AU. VISTNG SIGNS A O 101118i LOCATED WITHIN THE PROJECT SHALL L E RTi6T.ED NO RONSFALPA OR WILMED AS REOLRRM DUARG T6W1UCTON., AW SE RESTORED BY NO AT THE E OF ME OOitRACEOR :10 7HE SATMTACTNN OF THE 9'am 26. ALL SIDEWALKS N,M M DILi CONSTRUCTION, ARE TO BE A MINIMUM WIDTH CF S', A MINIMUM OF C THOM 3.000 E CODRETC AD SHALL BEEIWOKW WITH 1AX1.4 W.WA,. ALL N OOW'OftiV" YA7TI 1iA;ol:l OESIMI O{IDELNES, WEST COMM ACCESSIMAINTENANCE OF FACILITIES 20, THE CONTRA" SHALL PROVIDE ACCESS TO AL ETaSTND !RHOS/FAL8lIE5, AND MANTAM WIWMRRWTM $ AMM THROIGHDUT THE 0010RACT PERIM PIPING NOTES 30 LAY PIPE IO UNIFORM GRADE BETWEEN RDKATED EIEVAT*R FONT& OOMTRACW SHALL TAKE CARE. TO MONDE PROPER CHIDE ELEVATIONS AND ALIGNIA T6. 31. SIZE OF FANGS SHOWN ON RATS SHALL WPNSPOH6 TO THE ADUOENT STRAIGHT RUN OF PEE UMLSS HJ3TED ORREARM6E. 7Z O JOINT AND "MIND MATERIAL SHALL BE AS $110I E0 FOR IIHE /OACENI SIRNGM RUN OF PPE UNLESS NOTED'OPOtWM N. AL PIPE U14THS ARE APPROAdATE.. APE MEASUPEIWTR5 FOR STUD T E OW" ENE? S00OW ARE YO END 'OF PK. 33, RIPE RANGERS AND SUPPORTS ME NOT SHOWN BERM A: SPECK TYPE OR CONFWRAMON S RMIN" SEW $IMPORTS. LOCATIONS. AND TYRES SHALL TE DET RWU BY THE OWFACWR AID WLUDED N THE PIPELINE DRAMM SLGWTUkLS FOR REVIEW AND APFWPL BY THE ENSINDER PTACR TO OW WWOL WURIM SPAM SYMIL BE AS SPECIRD. WATER 34. AU WRITER PIPES RIFE TO CON$TRjM.IEO WWk 3C NNIN0.RA COVER UN4E5S. 4TNEAp15E. NOTED ON THE MATS- AL WRIER WAN6ARE DR-r5 PVO UNESS O,rRERWSEMONED, 35 FURNISH AND INSTAL 10 GAUGE TRADER WIFE ON ALL M40 RPEUNES. WHAT To DGROO Nt0 EACH VALVE Box SUFFICIENT FACETS TO BRIG WIRE tHNEE FEET ABOVE FINISH WAVE. - 36. WAVER SYS1DIS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-FOUR OMMM AS PER AWA C 600 STANDARDS 31- ALL FIRE FLOW UNES WILL RUN 3 PARArz FROM THE DOMMANG WATER FEARS AND HOLE A FOE DEW" MEIFR. AND A FIRE LIE SKIVE RAW MOTION ASSEMBLY WIP),. ASSEMBLY SHALL INCLUDE A LOW FLOWN W--PASS MEFER W/ An, 36. AL Patow WATER CLNN€CTONS SOW, Be MADE WITH CURND-N'TEES WITH YALV[S. RIMY EXCEPTFJNLS ro EMS WILL REOUPE Ott or L5 MPROWEL WHEN ALLOW BY CUT OF 2EPNYPWIL`, HOT TM FWET WAY) CONNECTIONS SHALL BE PERFORMED BY A UCf}EED, U[L+UAOAD ONNRF Iaq WITH ADONCE LEDFITUTION (72 Hot" 10 THE CRY or ZFT•NOI INSPECTOR. 38 WRIER TAPPING.SPPOES SHALL E DWBLE $TAP BRA$5 OR DUCIAE FROM Ot EPDXY COATED S,EEt MM STAIHLESS STEEL HAfNOW/RE. TE SWWRS:A'W BOLTS SNAL BE CORtD50N AEiSTAHt AEOT STEEL PULL CIRCLE 4ORIESS STEEL 1APPW SOME a YM NITN WIIEM SEATEO TAPPING VALVE PULL IE USED FOR PROPOSED WATER AW FORCE WVN CONNECTIONS. 40. ALL TEE MOVIES WALL DE PAINTED IN ACCORDANCE ITN ADRW 07-07 OW 2007). CAPS SHALL E PRIMED WITH.REFLDCTTNE-TWE PANT. ITT BEER M REM PUNK MERL PW FOC PBWITT BFPJ RMED 90 PIMPLE REOWM QEE&LN.YH1 BLUE qM ISM am 1000--1'4BA GPM RED ORAMOE SEWER 41. ALL WASWEWa R FGfIOi MANS ARE TO RE CONSTRUCTED MEN 4B MINIMUM 00" UNLESS OMERWISE NOTED ON THE PLATS. 42, LOW PRESSURE ANT TEST AEC VOW NSPECTKN ARE REOURED FOR THE WAMttt'. COILECINN SYSWJL Al1EAN41WE 7ESRN3 MCTW NOOS PROPOSED BY THE CONOOR MUSE E PfIF-MPRO FD Bt CTY or ZD4m /DAL& :. 43. WAAEKAE FRAES AD OOVI . AND CO CMS ARE TO BE WRIER W T. F lEECED. EXKM MM#" TOPS ARE TO E ADASTED TO PROPOSED GRADE. 44. FRIOW flIOTECDON OWES ARE NPOIRRED FOR ALL MANHOLES: STAINLESS 5RE6..IN. P*AV ARMS, ADS 01 ERMINED AREAS 46. ALL SEWER FORCE MAIN La$S AND GRAVITY SERVICE LINES ACCEPTER BY THE CITY OF 7.fPH1RM1;$ 1PFOT DE AT FEAST HOUR NCRHES (1) AND, EIpIE NICHES IN N DIAMETER, F£SPECTVELY. ExCEP, . LATERAL. SEWER UNE5 WWOH SHALL BEND LESS THAN SO WHO (40 N DKMr0 AND AOCIDnM BY THE MY OP WHYRRAS TO A UNITARY CLEMOIII FONT OF CEIAAUEATOJ (F*C A SANITARY CIEAiWT SHALL E PROVIDED 10. 10' OF Ex1ENOR WWDRM SAL. F#ALL "'Moll" SERVICE OOMMMnONS,. ALL sMACE L,NM SHALL ENTER A MWMFOLE. 46, A MILE. CHECK VALVE MJAEED BY A'PLUG VALVE SFWL E INSTALED AT THE Nit OF F !RW�3ELY%a0 [SIT OSCHAROW AYMtOR ]PRINEC�,MO IY Own NS FORCE "Tf UTILITY TUN& 47. CORRECTION TO E WNG MANHOLES ANDIOR LIFT SWON5 SHALL E BY CORE SORE WITH XOR-N-SEAL CONNECTORS. AS.. AL aMTR CAL AND COERI L BOML$ M LET STATAMB SNHL BE PANTED MANOR NOOSE OEM (SNERRN "W"" . 4a OOLLPACIOB SIWL COORDR r 'MIN GTY DE WHYFEWILLY ON THE LOCATION OF THE LS t3RTEWAY MORE YSDL,INC. UTILITY SEPAR&WH 50. E70H FRWOSM UTRFFA SHALE WE WD TO ACHIEVE THE MINIMUM H(RiF WX SfPAMARON BETWEEN It OTHER UPI RES N A0001ZmJK'E WITH THE TYPICAL UTILITY HOMONITAL SEPARATION Di AND FDEP REOUF"VTS. St. M 11 CATDRS WHERE A PROPOSED UTBIFY 6ANOTHER UTMY THE FROPOSED U,NRY SHALL BE INISIALLLD IN ACMFdVACE WITH THE TYPICAL UTILITYCOrNFUCT WAL HRH. TIER REONRE)WENTS, M N THE EVENT THAT A:UTILITY CONFLICT CAN NOT BE RESO:HD BY WINING A iMDR RECITE ADNS,YENF OR BY W2W THE TYPCAL UTWRY CONFLICT DETAK, THE CONTRACTOR SHALL SWEAR A RIIOCATKEN PLAN TO REENON FOR APPR.OAL PRIOR TO LOMM WINO WW. AU RELOCATION EFFORTS SANLL BE SUBIECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UNNITY COFABES. MAINTENANCE OF TRAFFIC N. TE CONTRACTOR SHALL AFTER, TO THE '20t4 nA%DA VVAAUOT OF MANSPIWATROLN ROADA6DIDU A 0 AND TRAFFIC 44 ILO EEPPO MENT�OF T AFOOT DESIGN D REA RNM STAPrInOATHERk FOR ROAD AND BRDGE OONSTRUCTINr AS SUPPLEMENTS 10 WE INFORMATION AND MAU PROMM 01 THESE OONSTRUCTION DPAWNOS. SA ALL REFIIEHCED FOOT STMBW OM DRAW" CAN E FOUND AT WWMAO.STArz.F1J15/RDDiffil{/-05%14/$N15$H1M 55. THE ODNWCTOR SNAIL BE F£SPOIWNF FOR WE EA RODMANCE OF PWE+OAN ABET VENCU M TWM At ALL TWES DURING THE WERAEDN OF THE PROECT, B&. THE SCW0 CR SHIML N INC, R TONS.WCTORL FURNSIH, EECTANALLN0.WK TRAFFIC CONTROL AM SAFETY DEVICES THROUGHOUT ME PROJECT QTE TRAFFHO LANE "t BE MAINTAINED At AL OWES WITH USE Of FLA,GDR: ALL TAETD LaE$ MLSI E OPEN FOR IPA" M THE CLOSE OF WORKDAYS ALL SONW, BARACAOES, LTG W AND FLICISM SHALL It NCUADED N TIE LLWW SUM (W. 57, ALL FAK" NOS !!TALL IEEE CURRCM MANUAL OF LMFCRM 1RAfp0 CONTROL DDA9C45. STAIWRPS, ND SHALL DE PANTED IN ACOGRIGI WITH FOOL STANW40 SPECBICAIDT SECTION 7E0. SE, $rNE ARID WRRMJDE5-TO 1E ACCORDING EO POOR MANUAL OF SAVE Phft IrzlERbNCE FDOT VNKXM 00 THROUGH 00 AND 1730 PER ROADWAY AN FROM CESNN SUNDAROS LATEST UPON, PROJECT SPECIFIC SIX THE WN,RACTOR SOUL. PRIME A MNIMM Of TWO IFEM 8710E TO THE OWNER PRICK TO CONNECTING THE NEW WATER MAN tO THE ASS R1BUC WATER SUPMY THE CONTRACTOR IS RESPONSIBLE FINE COo"NGTNO AND SCNEORBRp EACH OGOONNNiGiIIBON WRH THE OWNERS OF THE PWS TO 101i. IMF THERE' ARE W#WAL. HTERFUPYDNS TO MCYI tiveM. ft AL "IFIGAOUND UTUTES MAST BE N RACE AND TESTED AND/OR NSKOITE) PRIOR TO 13'DBFBL O WMIION, ROAD DLSE INLSTANA1I01,6 OR RESTORATION, 6t CONTROTOR WALL SUNAT SHOP D RAW*= ON ALL PRECAST ND MANUFACTURED ITEMS TO: THE ENCBhER FOR APPRML FIAUE TO OBTAIN A'PROWIL BRIE ESFAWTON ANY RESULT N AMOAAL NO REPLACEMENT AT CONTRACTORS EXPENSE. 62 ALL ROCKS CR STONES LARGER THEN 6' N DIAWM SHILL BE REMOVED FROM; THE PACE FILL WEB& BA KFLL UVERMU PNACED WITHIN 'I' -FOOT OF WHO AEC APPURTENANCES WALL NOT CONTAIN AW STONES LABOEB THAN 2' IN GAOM. M ALL WORKMA RIP AND MVEW43 USED IN ENE CONSTRUCTION OF INS PRMT SHALL ro FNWS STAWNW SPECIFICATIONS FOR RDYDHWORR AND SIBI STANDAFEVSJ Wi p��P ise AWWK INDICATED. AND, THE LATEST Om 2EaN'mlrls 64 ItTIOMER TO ADD MORE AS'HEEDEDI 65. ABANDON PIPING N PEACC 2' AND SMALLER CM AND ABMAON N RACE, T ARID UAAOE'R COP AD 0*9 FILL WN PLACE, THERESHAILBE NOSDEPEWMTO SNTHECONTROLPMH,DISCONCC ,,WTERCARETC ALLCONDLJffSSI-IO WBEROUTEDUPDBi3# MBFFCFFO MM9NGBACKLPTOTFENEXT TBWJCE ALARM STROBE GENERATOR RECEPTACLE cL� { SECURE GROUND WERE PER TLJ NFPA 70 REOUIREMENTS (TYP) - #4 BARE COPPER GROUND WIRE CAD WELD OROINDN. ,'MIRE TO GROUND ROD 3%4'x3O' COPPER ,- STEEL GR"i 10•-07 MIN SEE EX141DIT S-21E TO POWER POLE SEE EXHIBIT S-1 C. iF APIPLiCABLE Q N CONTROL PANEL DETAIL NTS CONTROL PANEL HEAVY DUTY SAFETY SWITCH UTILITY METER 6'X8"XIW-CA PRECAST CONCRETE POST WITH 244 REBAR (TYP) STAINLESS STEEL STRUT (TYP). ATTACH TO POSTS WITH STAINLESS STEEL ALL-TH2EEAM NUTS. dT LOCK WASHERS. ATTACH EQUIPMENT WITH STAINLESS STEEL HARDWARE SFUTSEALTYPESEALOFF FITTING, TYPE EYA, SIZED I+1 ACCORDANCE WITH CONDUIT SCHEDULES PVC cute TS - - - To 1+EMA 7 JUNCTION BOX, PROVIDE QUANTITY AS REQUIRED - FINISHED GRADE TO POLE -MOUNTED TRANSFORMERS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHI" FLORIDA 33642 i2 1 A PHONE (813)780-0029 FAX (813)780-0613 Is I ER je Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the exoress written consent of Maser Consulting, PA. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM H Z E O w Ej a O O U Tr or O Z O F Z -I Z O IL O U V Z O U Z Z (L IL Pail 2 0 0 0 U W N N 1 Lu I, > CO Z LU � N N n O N a STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15-2 6-21.003 0-08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 .. Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 190024 1 C-DTLS SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 19 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 9' SE R V CONSU LTI N G P. A. NM AC "'�OF CONTRM a rK '81.50' Q i?A r4 WTM4s 6 FEET 7 TSURUML .— Z �I0OC42.2-62 a# WAN ®N/A jVAM .4 800 ^W Aff — 4 •00w, - 155 -47.87 FT —208 V ,. 60 Hz T BLACK PVC OOA7ED CHAIN UW DOUBLE GATES L OCATION OF ,x k' � : . 1.` :.�., � c 9 � is .. •: ' � ,. � � ,. � ' : : e � r re .: �'- .e r r. � �. ee. � c .■°, ',■.' , ° '� fir. .:.', 3 �,, a ,-, � ,.. " � •• '_ a ��. � � ::,'.. �. ':'. a � .... : �' ;' �;: r m. tl ' .A — — A•- 1 — -:' . -1: ;. ;. i, . '■4.. ; a ' 'o..� �'. '.. , . �,: ,pk ■.�� : g., '� ' � E'er .r �:� . . :,: �; � i r =&7A11'jj 1,;j j CITY .. ZEPHYRHILLS UTILITY = 6 -1€ Al ISTON AVENUE rL. FAX PHOINE I '� • y:.3)7-80-0613 ALL WATER AND WASTEWATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TECHNICAL STANDARDS FOR WASTEWATER AND RECLAIMED WATER CONSTRUCTION SPECIFICATION MANUAL AND THE TECHNICAL STANDARDS FOR WATER DISTRIBUTION SYSTEM CONSTRUCTION SPECIFICATION MANUAL FOR THE CITY OF ZEPHYRHILLS, LATEST EDITION. y Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright© 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF ® EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: VWWV.CALL8I LCOM I Vi Z vi F— O w U d CL y0 Q O Q H Z V 0 Z Z W J Z O Z U 0 F Z V U 0 d K Z y d a d N V1 W W W W m Z 0 W N O N N N Q � N Ln N a 2uu —N M STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21-0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 - Phone: 813.207.1061 Fax: 813.281.1050 SCALE: I DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495) C-DTLS SHEET TITLE: LIFT STATION DETAIL SHEET NUMBER: 20 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. I A AD AHOE D WORK SPEEDING FiNES DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A I B C 40 mph or less 200 200 200 45 mph 350 350 350 50 mph 500 500 500 *55 mph or greater 2640 1640 1000 C CLOSED Median Taper Length= See Table 11 Device Spacing-T See Table I White Reflectorized Pavement Markings ■ ■ ■ • i Work Area • I N Buffer Space T500' See Table iI Device Spacing-T� See Table 1 GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 2. On undivided highways the median signs as shown are to be omitted. 3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. * The ROAD WORK I MILE sign may be used The same applies to undivided highways with the following exceptions: as an alternate to the ROAD WORK AHEAD a. Work shall be confined within one median lane, sign and the RIGHT LANE CLOSED %2 MILE b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and sign may be used as an alternate to the across the trailing end of the work area. RIGHT LANE CLOSED AHEAD sign. When work on undivided highways occurs across the centerline so as to encroach on both median lanes, ** 500' beyond the ROAD WORK AHEAD sign or the inverted plan is applied to the approach of both roadways. midway between signs whichever is less. 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. 5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating. SYMBOLS 6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel ® Work Area way. See Index 102-612 for shoulder taper formulas. ■ Channelizing Device (See index 702-600) 7 When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes, �l Work Zone Sign a 8. This TCZ plan does not apply when work is being performed in the middle lane(s) of a six or more lane o Advance Warning Arrow Board highway. See index 102-614, M N O N N 9. For general TCZ requirements and additional information, refer to Index 702-600. LAST Z DESCRIPTION: REVISION 11101 /17 W K M ROADNWORK I Table 1 Device Spacing Speed (mph) Max. Distance Between Devices (ft.) Cones or Tubular Markers Type I or Type II Barricades or Vertical Panels or Drums Taper ITangent Taper Tangent 25 25 50 25 50 30 ro 45 25 50 30 50 50 to 70 25 50 50 100 Table II Buffer Space and Taper Length Speed (mph) Buffer S Space P Taper Length (12' Lateral Transition) Dist. (ft.) L (ft.) Notes (Merge) 25 155 125 W52 L 60 30 200 180 35 250 245 40 365 320 45 360 540 L = WS 50 425 600 55 495 660 60 570 720 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12', use formula for L shown in notes column. Where: L = Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) DURATION NOTES 7. Temporary white edgeline may be omitted for work operations less than 3 consecutive calendar days. 2. For work operations up to approximately 15 minutes, signs, channelizing devices, arrow board, and buffer space may be omitted if all of the following conditions are met: a. Speed limit is 45 mph or less. b. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space and the taper length combined. c. Volume and complexity of the roadway has been considered. d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (GWVR) of 16,001 lb with high -intensity, rotating, flashing, oscillating, or strobe lights mounted above the cab height and operating. 3. For work operations up to 60 minutes, arrow board and buffer space may be omitted if conditions a, b, and c in DURATION NOTE 2 are met, and vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating. FOOT FY 2020-21 MULTILANE, WORK WITHIN TRAVEL WAY �--- STANDARD PLANS MEDIAN OR OUTSIDE LANE WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. INDEX SHEET 102-613 1 of 2 Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion Median D D D � rr7�,, LY �}},, LY 1Y ■ ■ ■ ■ ■ ■ ■ �� q g C Land Buffer Space LY END ROAD ** Signs Covered Area Temporarily 500' ROAD WORK WORK I MiLE SPEEDING FINES DOUBLED ROAD WORK zMILE Reopened To Traffic WHEN WORKERS Temporary Pavement Markings PRESENT Placed Through Work Area And Devices Relocated Laterally 2' To 4' Outside Edge Of Travel Way, EVEN PAVEMENT < a Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion Median r{ D LY LY r� Lp D D �' �/TITT// Work Area ///11L �> ■ . ■ ■ ■ ■ ■ ■ `t �"iY ■ ■ (p A B C L and Buffer Space E�;J ROAD ** Hinged Or Overlay Shields Area Temporarily 500' WORK Reopened To Traffic I MILE ROAD SPEEDING FINES DOUBLED WHEN WORKERS WORK 7'MILE UNEVEN LANES Temporary Pavement Markings Placed Through Work Area And Devices Relocated Laterally 2' To 4' Outside Edge Of Travel Way. a C N PRESENT UNEVEN PAVEMENT N N N N INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC LAST REVISION Z DESCRIPTION: FY 2020-21 M��°�`�I['A��j' WORK WI[THI N TRAVEIL, WAY INDEX SHEET 11101117 FDOT STANDARD PLANS , MEDIAN OR OUTSIDE LANE 102-613 2 of 2 Typical Half Section For Low Typical Half Section For rL Side Road Limits of Clearing and Grubbing Volume/Residential Connections Higher Volume Connections W R/W Line -:A Width W Point of Connection Base Limits: - - - Asphalt Base to Edge of Pavt. Point of Connection as Shown in the Plans / \\ IO„ All Other Bases 4" Outside Edge of Pavt. or as Determined by the Engineer. 1 1. All Bases to Apron of Curb & Gutter Shoulder 5' Min, for i I \\ and to Toe of Curb. Drainage Pipe (See Note 2) Private Driveways (! \\ I m t T 7 T TT -T Sod rT So r TT�T 6' Min. for Side Roads °f Base ` \\ 3' Transition -Roadway Ditch - - - - - - a - _ _ _ Roadway Ditch-�� - - �'� Limits of Stabilization 1 1 Same as Opposite "JI.I Shoulder Q a I C IZ / (P 5' Min. for Private Driveway _ � - _ - _ - - -- 6' Min. for Side Roads R/W Line - �i / \ R/W Line L11y 60°-120° 1 1 ( -------- -- q / /� 4" Limit of Stabilization Shoulder Line b / Shoulder Line 10' Std. Shoulder \ _ - - _ - Edge of Travel Way Edge of Travel Way Flare Point (Typ.) Edge of Travel Way 4" for all Bases Project P.T. (Typ.) Edge of Travel Way P.T. (Typ.) Paved Driveway Apron in Accordance - with Sheet 2 of 2 or as Shown in the Plans. WITHOUT CURB & GUTTER WiTH CURB & GUTTER Varies Varies -Determined by Varies Drive Width and Angle PLAN PLAN LIMITS OF CLEARING & GRUBBING, STABILIZING AND BASE AT DRIVEWAYS Shoulder Shoulder Sod (See Opposite) Width (Varies) Sod (See Index 446-001) W VA I.V Drainage Pipe Sta' 5td. Rdwy, Ditch DRIVEWAY ENTRANCES NOTES: Mitered End Section (Typ.) 1. See Plans for Driveway Width (W) and Return Radius (R). (See Index 430-022) Varies -Determined by Slope Intercept 2. See the Plans for drainage pipe size and length or as determined by the Engineer. The size will be no less than 15" diameter or equivalent. DRAINAGE SECTION 3. Stable material may be required for graded driveways to private property as directed by the Engineer in accordance with Specification 102-8. Roadway Shoulder, Driveway Taper or 4. The driveway pavement requirement at graded connections may be waived for connections Driveway Auxiliary Lanes serving one or two homes or field entrances with less than 20 trips per day, or 5 trips per hour as approved by the Engineer, or when not shown in the Plans. Travel Way Paved or Graded Driveway Existing or Proposed Drive i 5. Point of Connection: a. Construct paved driveways for all paved connecting facilities. The connecting point 1:6 Std. 1:4 Std. \ will be determined by the Engineer. Point of Connection b. Construct paved driveways for all business, commercial, industrial or high volume residential graded connecting facilities. Construct the connecting point 30'-0' from Q edge of travel way or at R/W line, whichever is less. g DRIVEWAY PROFILE AND END VIEW c. Construct paved driveways for all side road connections. The R/W is the connecting point. m N FLUSH SHOULDER ROADWAY - DRIVEWAY CONSTRUCTION ZO DESCRIPTION: FY 2020-21 INDEX SHEET EREION v, FDOTT PAVED AND GRADED DRIVEWAYS W .�-- STANDARD PLANS 330-001 1 of 2 K Edge of Travel Way TYPE 1 T 15' rp Driveway , i Al 4J Varies- Determined By Drive Width & Skew Automobile Traffic AREAS FOR ONE 5' DEEP DRIVEWAY APRON (SY) Drive Intersection Width Normal Skewed (Ft.) Type I Type II Type 1 Type II 12 26 51 31 60 14 27 52 33 61 16 28 53 34 63 18 29 54 35 64 20 31 55 37 65 22 32 56 38 67 24 33 57 39 68 26 34 58 40 69 28 35 59 42 70 30 35 51 43 72 32 1 37 62 44 73 34 38 63 46 74 36 39 64 47 76 38 41 65 48 77 40 42 66 49 78 42 43 67 51 79 44 44 68 52 81 46 45 69 53 82 48 46 71 55 83 50 47 72 56 85 52 48 73 57 86 54 49 74 58 87 56 51 75 601 88 58 52 76 61 90 60 53 77 62 1 91 LAST DESCRIPTION: REVISION us 11/01118 w cc FC Friction Course (FC) Trams 0.25" Structural Course FRICTION COURSE TRANSITION DETAIL "A" Paved Driveway Apron Construction Limits (See Note 3) 21' TYPE II - Typical Truck -Trailer Traffic DRIVEWAY TYPES Edge of Travel Way MATERIAL TYPES AND THICKNESSES FOR PAVED CONNECTIONS Minimum Thickness (in.) Course Materials Connections Roadway* Structural Asphaltic Concrete 1 /Z' 1112 Bases Optional Base (See Specification 285) O.B.G. 2 O.B.G. 3 * Travel way flares (bypass lanes), auxiliary lanes serving more than a single connection, and all median crossovers including their auxiliary lanes and/or transition tapers. NOTES 1. Use same material for driveway structural course and roadway overbuild or structural course, except as approved by the Engineer for graded connections. Other Department -approved equivalent pavements may be used at the discretion of the Engineer. 2. Auxiliary lanes and their transition tapers shall be the same structure as the abutting travel way pavement thickness or any of the roadway structures tabulated above, whichever is thicker. 3. If an asphalt base course is used for a driveway, its thickness may be increased to match the edge of travel way pavement thickness in lieu of a separate structural course. 6" of Portland cement concrete will be acceptable in lieu of the asphalt base and structural courses. See Notes 4 and 5 below. 4. A structural course is required for flexible pavements when they are used for auxiliary lanes serving more than a single connection. 5. Use Class NS concrete at least 6" thick for driveways paved with Portland Cement Concrete. Construct in accordance with Specifications 347, 350, and 522. 6. The Department may require other pavement criteria where local conditions warrant. FDOTT FY 2020-21 �-- STANDARD PLANS Friction Course (FC) Structural Course or Overbuild - Match Structural Course Ma _ S°^Jder� __--Existing Base Base SECTION AA RESURFACING NEW DRIVEWAY New Structural Course or Overbuild Existing Structural Course ✓Existing Base Friction Course (FC) New Structural Match_ Shoulder Course .' Match Existing Existing Structural SECTION AA Course RESURFACING EXISTING DRIVEWAY GENERAL NOTES: 1. Driveways are to be constructed or resurfaced for low volume (single family, duplex, farm, etc.) residential connections as directed by the Engineer. 2. Driveways construction is not required for low volume residential connections where roadway shoulders are paved. 3. Match existing paved shoulder widths > 4'. For all other shoulders conditions, construct at 5' wide. 4. Connections beyond the shoulder width are to be constructed as directed by the Engineer. 5, Construct Driveway Base in accordance with Specification 286. 6. Payment for structural course and friction course is to be included in roadway pavement pay item. I•' V `, I :III `, A III : � I'' �� III I :III !I� i" i � I . '� `, A 1 �� INDEX SHEET 330-001 2 of 2 ASER C 0 N S 0 L T I N 0 P. L Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW JERSEY ■ NEW MEXICO ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright© 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to who it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. 4 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF o EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 LCOM vi F- w E w O J Q O O U a 3 a O Q Z U O w Z f- J Z O Z U O E Z U U 0 d d Z d a c- vai 2 O o a U Lnn W W W W o W m Z Q Q Q 17 W N O a a Q N n Ln N > JuJ STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT &. IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030.08100.0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 .. Phone: 813.207.1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 12/31/19 AM SMR PROJECT NUMBER: DRAWING NAME: 19002495A C-DTLS SHEET TITLE: TRAFFIC CONTROL & DRIVEWAY DETAILS SHEET NUMBER: 21 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRIJCTIAN