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 />
|