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ti, ,i' <br />- <br />_ A C I <br />ZEI <br />..., - Mk.t R 1.4Pl W Pi f <br />EAGLE RANCH <br />r ti :z i ' ' [-Y." Zephyrhille Skate:ar+ <br />; 1 r,,,yN a ,;1,1"J:. SUBJECT uPHVR AcREs <br />}-.,. E r PROPERTY <br />V rr o V -'°T 5 . W0 <br />:-ch a2l; <br />- ;.,o, Yihr lE�ast lrc/ <br />SOUTH EASTE <br />NF GR0 T <br />*� t 1Wn, <br />. 0 A "i ". ? L . f4D <br />--.. � .. tia theta i .i -• G , <br />s'7 9 1 c <br />U'gn 3?arrn RV Rc SortTA „ <br />R'r;tesort _ "1 <br />E <br />k �Yi <br />VICINITY MAP <br />I" = 2000' <br />LEGAL DESCRIPTION <br />TRACTS 81 AND 96, IN SECTION 15, TOWNSHIP 26 SOUTH, RANGE 21 EAST, AS PER THE <br />PLAT OF ZEPHYRHILLS COLONY COMPANY LANDS AS RECORDED IN PLAT BOOK I, <br />PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LESS AND EXCEPT THAT <br />PORTION THEREOF LYING WITHIN 30 FEET OF THE EASTERLY SECTION LINE OF <br />SECTION 15, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA. <br />SAID PARCEL CONTAINS 427,496.05 SQUARE FEET OR 9.816 ACRES, MORE OR LESS. <br />INDEX OF SHEETS <br />LATEST <br />SHT. No. <br />DESCRIPTION <br />REVISION <br />I <br />COVER SHEET <br />7/29/2020 <br />2 <br />SITE DEMOLITION PLAN <br />7/29/2020 <br />3 <br />DIMENSION PLAN <br />7/29/2020 <br />4 <br />STRIPING & SIGNAGE PLAN <br />7/29/2020 <br />5 <br />GRADING PLAN <br />7/29/2020 <br />6 <br />CROSS SECTIONS <br />7/29/2020 <br />7 <br />UTILITY PLAN <br />7/29/2020 <br />8 <br />PROFILES <br />7,/29/2020 <br />9 <br />PROFILES <br />7/29/2020 <br />10 <br />PROFILES <br />7/29/2020 <br />11 <br />SOIL EROSION & SEDIMENT CONTROL PLAN <br />7/29/2020 <br />12 <br />SOIL EROSION & SEDIMENT CONTROL DETAILS <br />7/29/2020 <br />t <br />13-14 <br />e <br />CONSTRUCTION DETAIL <br />7/29/2020 <br />0 <br />15-19 <br />u <br />UTILITY DETAILS <br />7/29/2020 <br />20 <br />LIFT STATION DETAIL <br />7/29/2020 <br />21 <br />TRAFFIC CONTROL & DRIVEWAY DETAILS <br />7/29/2020 <br />= LS I <br />L <br />LANDSCAPE PLAN <br />LS2 <br />y <br />LANDSCAPE DETAILS <br />LS3 <br />IRRIGATION PLAN <br />LS4 <br />V <br />IRRIGATION DETAILS <br />PRELIMINARY PLAT & IMPROVEMENT PLANS <br />DEVELOPMENT TEAM <br />OWNER/APPLICANT <br />AUTUMN PALM DRIVE, LLC <br />45 BRIDGE STREET <br />METUCHEN, NJ 08840 <br />PHONE: (732) 321-1099 <br />CONTACT: ROBERT J. CHALFIN <br />EMAIL: bob@chalfin.com <br />ENGINEER <br />MASER CONSULTING P.A. <br />5471 W WATERS AVENUE, SUITE 100 <br />TAMPA, FL 33634 <br />PHONE: (813) 207-1061 <br />CONTACT: STUART M. ROGERS, P.E. <br />SURVEYOR <br />MASER CONSULTING P.A. <br />5471 W WATERS AVENUE, SUITE 100 <br />TAMPA, FL 33634 <br />PHONE: (813) 207-1061 <br />CONTACT: CHARLES D. FERRARO, P.L.S. <br />AUTUMN PALM DRIVE LLC. <br />AUTUMN PALM VILLAS <br />PARCEL ID. 15.o26,o21,o0030,o08100,o0010 <br />GEOTECHNICAL <br />HERNASCO TESTING LABORATORY, INC. <br />13237 COLONY ROAD <br />HUDSON, FL 34669 <br />PHONE: (727) 856-5565 <br />CONTACT: JACK FUNNELL <br />LANDSCAPE ARCHITECT <br />200 2ND AVENUE SOUTH <br />ST PETERSBURG, FL 33701 <br />PHONE: (727) 343-1809 <br />CONTACT: JACOB ZIMMERMAN, RLA <br />CITY OF ZEPHYRHILLS <br />PASCO COUNTY <br />FLORIDA <br />LOCATION MAP. <br />SUBJECT <br />PROPERTY <br />200 0 200 <br />SCALE : I" = 200' <br />3 WORKING DAYS <br />BEFORE YOU DIG <br />CALL SUNSHINE STATE <br />ONE CALL OF FLORIDA <br />1.800.43 2-47 70 <br />+� FOR THE LOCATION OF <br />UNDERGROUND FACILITIES <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE <br />SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN <br />INDEPENDENTLY VERIFIED BY THE OWNER OR ITS <br />REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE <br />EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE <br />COMMENCING WORK, AND AGREES TO BE FULLY <br />RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE <br />OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY <br />LOCATE AND PRESERVE ANY AND ALL UNDERGROUND <br />UTILITIES. <br />GENERAL INFORMATION <br />I. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED <br />"BOUNDARY, TOPOGRAPHIC & TREE SURVEY", PREPARED BY MASER CONSULTING, LAST REVISED NOVEMBER 22, <br />2019. i <br />i <br />2. THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY. (NAVD88) I <br />3. THE GEOTECHNICAL INFORMATION USED FOR DESIGN WAS TAKEN FROM A REPORT ENTITLED "AUTUMN PALM <br />DRIVE & GARLAND CIRCLE - PALM HARBOR", PREPARED BY HERNASCO TESTING LABORATORY, INC., ISSUED ON <br />JULY 6, 2004, RECOMMENDATIONS FOR SOIL PARAMETERS THEREIN. I <br />4. MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN <br />E <br />ACCORDANCE WITH: <br />I <br />A. FLORIDA STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS",LATEST VERSION. <br />B. CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, <br />CONDITIONS, AND REQUIREMENTS, <br />C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. <br />D. CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. <br />5. SANITARY SEWER SERVICE SHALL BE PROVIDED BY GRAVITY TO A PROPOSED LIFT STATION. PROPOSED SEWER <br />MAIN EXTENSIONS AND MANHOLE LOCATIONS ARE SUBJECT TO FLORIDA DEPARTMENT OF ENVIRONMENTAL <br />PROTECTION (FDEP) REVIEW AND APPROVAL, ACCORDING TO MUNICIPAL AND PASCO COUNTY REGULATIONS. <br />GRAVITY PIPE MATERIALS SHALL BE PVC SDR-35, EXCEPT AS NOTED OTHERWISE ON THE PLANS. EXCEPT WHERE <br />SHALLOWER DEPTHS ARE PERMITTED BY PASCO COUNTY, SEWER LINES, INCLUDING FORCE MAINS AND LATERALS, j <br />SHALL BE INSTALLED TO PROVIDE A MINIMUM 3 FEET OF COVER FROM THE TOP OF PIPE TO PROPOSED GRADE. I <br />6. SANITARY SEWERS SHALL BE SEPARATED FROM WATER MAINS BY AT LEAST 10 FEET HORIZONTALLY. IF SUCH <br />SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SANITARY SEWER AT LEAST I <br />18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE APPROPRIATE SEPARATION IS NOT POSSIBLE, THE <br />SEWER SHALL BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE -IRON -PIPE USING MECHANICAL OR SLIP <br />ON JOINTS, FOR A DISTANCE OF 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF <br />SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS ARE AS FAR AWAY AS POSSIBLE FROM THE WATER LINE. <br />7. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT 1 <br />REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR <br />COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY <br />COMPANY/AUTHORITIES. <br />8. THIS IS A SITE DEVELOPMENT PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HERON, IS NOT A SURVEY. <br />1 <br />9. BUILDING FOOTPRINT DIMENSIONS SHOWN HERON ARE APPROXIMATE. <br />10. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, <br />BUILDINGS, STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. <br />11. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF PASCO COUNTY AND AGENCY REVIEW AND <br />APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS <br />REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS <br />HAVE BEEN STAMPED "ISSUED FOR CONSTRUCTION". THIS SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, <br />SHOP DRAWINGS AND/OR DESIGN CALCULATIONS AS REQUIRED BY THE PROJECT OWNER AND/OR <br />MUNICIPALITY. <br />12. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT <br />GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS <br />SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED <br />CONSTRUCTIONS, TEST PITS SHALL BE DUG BY THE CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN <br />EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO <br />CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL <br />NOTIFY THE UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER <br />MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS HEREON <br />INAPPROPRIATE OR INEFFECTIVE <br />13. THIS PLAN IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE <br />PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. MASER CONSULTING HAS <br />PERFORMED NO EXPLORATORY OR TESTING SERVICES, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE <br />ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF THE POTENTIAL FOR CHEMICAL, TOXIC, <br />RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED <br />PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL <br />CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR <br />COMPLYING WITH ALL APPLICABLE LAWS AND REGULATIONS. <br />14. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, INCLUDING PROVISION OF ALL APPROPRIATE SAFETY <br />DEVICES AND TRAINING REQUIRED. <br />15. ALL NEW CONSTRUCTION PROCEDURES AND MATERIALS SHALL MEET OR EXCEED CITY OF ZEPHYRHILLS AND/OR <br />PASCO COUNTY REQUIREMENTS. <br />16. CONTRACTOR SHALL PROVIDE 24 HOUR ADVANCE NOTICE TO LOCAL EMERGENCY SERVICE DEPARTMENTS <br />WHENEVER CONSTRUCTION ACTIVITIES ARE EXPECTED TO IMPEDE NORMAL TRAFFIC FLOW. <br />,17. THE PERMITTEE SHALL PROVIDE MAINTENANCE OF TRAFFIC PER FLORIDA DEPARTMENT OF TRANSPORTATION <br />STANDARDS INDEX 600 SERIES LATEST EDITION IN ALL WORK AREAS. ALL MAINTENANCE OF TRAFFIC NOTES <br />CONTAINED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS INDEX 600 LATEST EDITIONS <br />APPLY TO THIS PERMIT APPROVAL. <br />'18. THE PERMITTEE SHALL NOT DAMAGE OR REMOVE ANY TRAFFIC CONTROL DEVICES. IF A TRAFFIC CONTROL SIGN <br />NEEDS TO BE REMOVED OR RELOCATED, THE PERMITTEE SHALL CONTACT THE PASCO COUNTY PUBLIC WORKS <br />DEPARTMENT AT 727-847-8143 OR 352-521-4246, <br />,19. THE PERMITTEE SHALL REPAIR OR REPLACE TO F.D.O.T. STANDARDS, ANY AND ALL DAMAGED TRAFFIC CONTROL <br />DEVICES AT THEIR EXPENSE. <br />.20. PRIOR TO PROCEEDING WITH THE INSTALLATION OF TRAFFIC CONTROL DEVICES, THE PERMITTEE SHALL SUBMIT <br />FOR APPROVAL THE MATERIALS THEY INTEND TO USE WITHIN THE RIGHT-OF-WAY. YOU WILL FIND A TRAFFIC <br />CONTROL DEVICES SUBMITTAL FORM ON PASCO COUNTY WEBSITE, UNDER THE FORMS SECTION. THE PERMITTEE <br />SHALL FILL OUT THE SUBMITTAL FORM AND RETURN FOR APPROVAL; UPON APPROVAL WE WILL RETURN TWO <br />COPIES TO THE PERMITTEE FOR THEIR RECORDS. <br />,21. WHEN WORKING WITHIN 150 FEET OF A SIGNALIZED INTERSECTION OR ROADWAY LIGHTING SYSTEM, THE <br />PERMITTEE SHALL CALL SUNSHINE STATE ONE -CALL OF FLORIDA AT 811, TWO BUSINESS DAYS IN ADVANCE FOR A <br />CABLE LOCATE. <br />22. ANY EXCAVATION WITHIN 10 FEET OF ANY TRAFFIC SIGNAL OR STREET LIGHT POLE WILL REQUIRE THE PERMITTEE <br />TO PROVIDE STABILIZATION OF THE POLE AS DETERMINED BY PASCO COUNTY. THE PERMITTEE SHALL CALL <br />PASCO COUNTY TRAFFIC OPERATIONS DIVISION AT 727-847-8139, 48 HOURS IN ADVANCE FOR A DETERMINATION. <br />'23. IF THE PERMITTEE PROPOSES TO CLOSE ANY LANES OF A ROADWAY, THE FOLLOWING CONDITIONS APPLY. LANE <br />CLOSURES ON ANY COLLECTOR OR ARTERIAL ROADWAY SHALL NOT BE PERMITTED DURING THE HOURS OF 6AM <br />TO 9AM AND 4PM TO 7PM. LANE CLOSURES WITHIN ANY SCHOOL ZONE OR WITHIN 500 FEET OF A SCHOOL <br />ZONE SHALL NOT BE PERMITTED FROM I HOUR BEFORE TO I HOUR AFTER THE STARTING AND ENDING TIMES <br />FOR THE SCHOOL. PROPER MAINTENANCE OF TRAFFIC SHALL BE PROVIDED PER FLORIDA DEPARTMENT OF <br />TRANSPORTATION INDEX 600. A COMPLETE ROAD CLOSURE AND DETOUR SHALL NOT BE PERMITTED UNDER THIS <br />RIGHT-OF-WAY USE PERMIT. <br />24. A COPY OF THE ROW USE PERMITTED PLANS AND ALL INCORPORATED CONDITIONS SHALL ALWAYS BE KEPT <br />READILY AVAILABLE AT THE SITE OF THE WORK. <br />25. IN THE COUNTY RIGHTS -OF -WAY WORK SHALL BE PERFORMED IN A SAFE MANNER THAT IS CONSISTENT WITH <br />THE REQUIREMENTS OF THE PASCO COUNTY LAND DEVELOPMENT CODE, THE HEALTH, SAFETY, AND WELFARE OF <br />PASCO COUNTY AND ITS CITIZENS. ALL TRAFFIC CONTROL DEVICES, I.E.: WARNING/CONSTRUCTION TYPE SIGNS <br />WILL COMPLY WITH F.D.O.T. 102 STANDARD INDEX DURING THE CONSTRUCTION PHASE. <br />.26. REQUIRED EROSION AND SEDIMENT CONTROL DEVICES SHALL ALWAYS BE IN PLACE DURING CONSTRUCTION <br />AND SHALL BE REMOVED ONLY AFTER STABILIZATION HAS BEEN ESTABLISHED. <br />.27. AT ALL TIMES DURING CONSTRUCTION APPLY PERIMETER CONTROL (BMP'S) PRACTICES TO PROTECT THE <br />DISTURBED AREA FROM OFFSITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW <br />ACTIVITY. <br />28. PROPOSED WORK REQUIRING A ROAD CLOSURE SHALL REQUIRE BOARD OF COUNTY COMMISSIONERS (BCC) <br />APPROVAL. <br />29. THE APPROVAL OF A RIGHT-OF-WAY USE PERMIT MAY BE SUBJECT TO SPECIFIC CONDITIONS DEEMED NECESSARY <br />BY THE COUNTY ADMINISTRATOR OR DESIGNEE AND APPROPRIATE FOR THE FULFILLMENT OF THE PURPOSES OF <br />THE LDC. THE CONDITIONS OF APPROVAL SHALL BE STATED ON THE FACE OF THE PERMIT OR MAY BE <br />INCORPORATED BY REFERENCE INTO ANY DOCUMENT WHICH SHALL BE ATTACHED TO THE PERMIT, <br />,30. THESE GENERAL NOTES SHALL APPLY TO ALL SHEETS IN THIS SET. <br />I <br />i <br />Eit4 <br />itC 0 N S U L T I N 0 K A. <br />Customer Loyalty through Client Satisfaction <br />www.maserconsuIting.com <br />Office Locations: <br />■ NEW JERSEY ■ NEW MEXICO 1 <br />■ NEW YORK ■ MARYLAND <br />■ PENNSYLVANIA ■ GEORGIA <br />■ VIRGINIA ■ TEXAS <br />■ FLORIDA ■ TENNESSEE I <br />■ NORTH CAROLINA ■ COLORADO I <br />State of F.L. C.O.A.: 30301 / LB7388 <br />Copyright © 2021. Maser Consulting. All Rights Reserved. This <br />drawing and all the information contained herein is authorized for <br />use only by the party for whom the services were contracted or to <br />whom it is certified. This drawing may not be copied, reused, <br />disclosed, distributed or relied upon for any other purpose without i <br />the express written consent of Maser Consulting, PA, <br />PROTECT YOURSELF <br />ALL STATES REQUIRE NOTIFICATION OF <br />® EXCAVATORS, DESIGNERS, OR ANY PERSON <br />PREPARING TO DISTURB THE EARTH'S <br />SURFACE ANYWHERE IN ANY STATE <br />Know. what's bel ow. <br />Call before you dig. <br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS <br />VISIT: WWW.CALL81 I.COM <br />Z <br />vi <br />Ov <br />w <br />E <br />J <br />> <br />O <br />O <br />� <br />a <br />O <br />� <br />p <br />z <br />Z <br />H <br />J <br />O <br />U <br />Z <br />O <br />Z <br />F <br />Z <br />0 <br />d <br />L <br />U <br />� <br />U <br />ar <br />F <br />Z <br />a <br />a- <br />vQi <br />2 <br />0 <br />0 <br />0 <br />N <br />W <br />N <br />W <br />Vf <br />W <br />Vn <br />W <br />m <br />Z <br />a <br />a <br />a <br />Q3 <br />d <br />W <br />Q <br />N <br />O <br />N <br />^ <br />O <br />` <br />Ln <br />N <br />N <br />d' <br />STUART ROGERS <br />FLORIDA PROFESSIONAL <br />ENGINEER - LICENSE NUMBER: 42718 <br />PRELIMINARY PLAT & 1 <br />IMPROVEMENT PLAN <br />FOR <br />AUTUMN PALM <br />DRIVE, LLC <br />I <br />i <br />PARCEL ID: <br />15.26.21-0030.08100.0010 i <br />CITY OF ZEPHYRHILLS <br />PASCO COUNTY <br />FLORIDA <br />TAMPA OFFICE <br />5471 West Waters Avenue <br />Suite 100 <br />Tampa, FL 33634 <br />av, Phone: 813.207.1061 <br />Fax: 813.281.1050 <br />SCALE: <br />DATE: <br />DRAWN BY: <br />CHECKED BY: <br />AS SHOWN <br />12/31/19 <br />AM <br />SMR <br />PROJECT NUMBER: <br />DRAWING NAME: <br />19002495A <br />C-CVER <br />AS -BUILT INFORMATION <br />I. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH - <br />COMPLETE "AS -BUILT" INFORMATION, CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT" SHEET TITLE: <br />INFORMATION SHALL INCLUDE INVERT ELEVATIONS, DRAINAGE STRUCTURES, WEIRS, LOCATIONS OF <br />STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK COVER SHEET <br />LOCATIONS AND ELEVATIONS FOR POND AND DITCH/SWALE CONSTRUCTION. NO ENGINEER'S k a <br />CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION 9 I <br />HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. I <br />SHEET NUMBER: I <br />Of 21 <br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. <br />