|
ASPH = ASPHALT
<br />BC = BOTTOM OF CURB
<br />.., ;�,y A �. / ., Iyi nce ragramat BFP = BACKFLOW PREVENTER
<br />_boil t ( 7
<br />2 BW BOTTOM OF WALL
<br />s�cp�aT y k„ y #ay ZONE AE cc- CURB AND GUTTER
<br />K (EL 89.7) Wimul C.B. = CHORD BEARING
<br />ALE AN `":'•'•a'' 6NC0437
<br />K
<br />KS dR r' �i i MAP SCALE 1" = 500' CIB = CATCH BASIN
<br />f q CIF CUBIC FEET
<br />o 2sa soo Aso 1,000
<br />FEET -
<br />- CENTERLINE
<br />E' d l //� 6NCng3a CMP = CORRUGATED METAL PIPE
<br />NE Z CO - GENERAL CLEAN OUT
<br />(EL 91,3)
<br />6NCO439 CONC. = CONCRETE
<br />ZONE AE C -
<br />(EL 87.5) PANEL 0289E CW - COLD WATER SUPPLY
<br />ZONE A CY = CUBIC YARD
<br />y u s a FIRM D.O.T. = DEPARTMENT OF TRANSPORTATION
<br />3 y"D332 y °� FLOOD INSURANCE RATE MAP DI = DROP INLET
<br />ZONE AE IDS= DOWN SPOUT
<br />PASCO COUNTY',
<br />EL 87.5 O
<br />t )
<br />ZONE AE � FLORIDA DIP = DUCTILE IRON PIPE
<br />A ,
<br />E = EAST
<br />tkil (EL 87.5)INCORPORATEDAREAS
<br />AND
<br />� 6NCo426 � EL. - ELEVATION
<br />1425000 FT EGL = ENERGY GRADE LINE
<br />' ?fPANEL 2$9 OF 500 _
<br />" EXIST. EXISTING
<br />'. '��'�� (SEE INDEX FOR FIRM PANEL LAYOUT) ZONE AE
<br />y
<br />F-
<br />CONTAINS' �s EL a7s =
<br />FDC FIRE DEPARTMENT CONNECTION
<br />22621 � � COMMUNFtti NVMBER PINE L SJf�F _Y.
<br />:F9 FE5 = FLARED END SECTION
<br />E At ' a r� € ZONE AE rayl a.c,rrpF ; 5 me; F =
<br />y ) % y:. y (EL 86.4) FFE FINISH FLOOR ELEVATION
<br />62
<br />t1COa :ia C
<br />fi k y 1 ZONE AE FH FIRE HYDRANT
<br />(EL ass)/ sNAa�11E.A s i (ELZONEAE .- GSf = GROSS SQUARE FEET
<br />% {ftOirr
<br />NC040a(EL 88.9) GT = GREASE TRAP
<br />EL /It: �� • .,N /S ZONE AE GV = GATE VALVE
<br />! TC Map N emhv vY
<br />HDPE = HIGH DENSITY POLYETHYLENE
<br />(EL 86.2) a
<br />12101CO289F
<br />(*SEPTEMBER
<br />NGL HYDRAULIC GRADE LINE
<br />:�ZOME AE HW = NOT WATERSUPPLY
<br />$ TAR (EL 89 0)EFFECTIVE DATE
<br />:.. n/i''s ': 4 %'/' 26,2014' _
<br />I INTERNAL ANGLE
<br />TIMBER LN ZONE A ZONE AE 2a°15ao° INV. = INVERT
<br />of ZephyrhillS ZONE A ZONEoAE 595000 FT (EL 927) 82'11'15" FcJcrxlEmcr$ency Nanatiement�gcncy IRR = IRRIGATION
<br />--
<br />L = LENGTH OF CURVE
<br />120235 Pasco County L.C. = LENGTH OF CHORD
<br />Unincorporated Areas This is an official ccipyof a portion of the above re[erencedload map. It LFFE = LOWER FINISH FLOOR ELEVATION
<br />I2Q230 was ekttacted using F-M ITO -Line. This map does of rellect changes
<br />m—d nts, using may n °ee' mada `N°"` se° to in, date LP - LIGHT POLE/FIXTURE
<br />title bf°ck. Far the latest p otluct info - lion adout NaLonal Flootl Insurance
<br />Program load maps check the FEMA Flood Map Sta,e.at y—mac fema.goV LS = LANDSCAPE
<br />MH = MANHOLE
<br />N = NORTH
<br />PC = POINT OF CURVATURE
<br />FEMA FLOOD INSURANCE RATE MAP 12111 DATED SEPTEMEIER 26, 2014 PI = POINT OF INTERSECTION
<br />N.T.S. PIV = P05T INDICATOR VALVE
<br />PROP = PROPOSED
<br />PT = POINT Of TANGENCY
<br />PVC = POLYVINYL CHLORIDE PIPE
<br />R = RADIUS OF CURVE
<br />RCP = REINFORCED CONCRETE PIPE
<br />RD = ROOF DRAIN
<br />R/W = RIGHT-OF-WAY
<br />5 = SOUTH
<br />5F = SQUARE FEET
<br />55E = SANITARY SEWER EASEMENT
<br />STD = STANDARD
<br />5Y = SQUARE YARD
<br />T = TANGENT OF CURVE LENGTH
<br />TC = TOP OF CURB
<br />TB = THRUST BLOCKING
<br />TIN = TOP OF WALL
<br />TYP. = TYPICAL
<br />W = WEST
<br />WIN = WATER METER
<br />14.5. = WATER SURFACE
<br />W.5.E. = WATER SURFACE ELEVATION
<br />YR = YEAR
<br />SEE SURVEY/EXISTING CONDITIONS FOR ABBREVIATIONS
<br />SPECIFIC TO THAT SHEET
<br />'IS6UED FOR PERMITTING'
<br />DRAWINGS ARE INTENDED FOR SUBMITTAL TO THE JURI5DICTION(5) HAVING
<br />AUTHORITY FOR REVIEW, COMMENT, AND/OR APPROVAL. DRAWINGS ARE NOT
<br />INTENDED FOR PRICING, BID, OR CONSTRUCTION.
<br />'NOT 155Um FOR CONSTRUCTION'
<br />DRAWINGS ARE INTENDED FOR SUBMITTAL TO THE JURI5DICTION(5) HAVING
<br />AUTHORITY FOR REVIEW, COMMENT, AND/OR APPROVAL. DRAWINGS ARE NOT
<br />INTENDED FOR CONSTRUCTION.
<br />'1515UED FOR CON557RI1LTION'
<br />DRAWINGS ARE INTENDED FOR PRICING, BID, AND/OR CONSTRUCTION.
<br />le
<br />I. THROAT OR GRATE ELEVATION FOR CURB INLETS.
<br />2. TOP OF STRUCTURE FOR JUNCTION BOXES/005.
<br />3. TOP OF STRUCTURE FOR SANITARY MANHOLES AND CLEANOUT5.
<br />RIGHT-OF-WAY MONUMENT FOUND
<br />GAS LINE
<br />WATER LINE
<br />SANITARY SEWER LINE
<br />STORM DRAINAGE PIPE
<br />OVERHEAD ELECTRIC LINE
<br />OVERHEAD ELECTRIC/TELEPHONE/TV LINE
<br />.................................................................................................
<br />OVERHEAD ELECTRIC/TELEPHONE LINE
<br />LINETYPE/SYMBOL
<br />GAS
<br />HAT
<br />SAN
<br />.......................OH... EL E
<br />— OH E/T/TV
<br />OH E/T
<br />I. INGENIUM ENTERPRISES, INC. (IE) REGULARLY UPDATES ELECTRONIC FILE5
<br />DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED
<br />IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT
<br />NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE
<br />CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY,
<br />INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE,
<br />THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF IE. THE
<br />ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED,
<br />ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN
<br />CONSENT OF IE.
<br />2. DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT OF
<br />THE OWNER, H15 REPRESENTATIVE, OR THE ENGINEER MAY CAUSE THE WORK TO
<br />BE UNACCEPTABLE.
<br />3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE
<br />PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND
<br />WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. THI5 INCLUDES ALL
<br />STRIPING AND 5IGNAGE.
<br />4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
<br />CONTRACTOR WILL BE 50LELT AND COMPLETELY RE5PON51BLE FOR CONDITIONS
<br />OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
<br />PERFORMANCE OF THE WORK. THI5 REQUIREMENT WILL APPLY CONTINUOUSLY
<br />AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
<br />OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
<br />PERFORMANCE 15 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
<br />CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
<br />CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL
<br />BARRICADES, WARNING SIGNS, FLASHING LIGHTS AND TRAFFIC CONTROL DEVICES
<br />DURING CONSTRUCTION. CONTRACTOR TO COMPLY WITH ALL 05HA REGULATIONS
<br />REQUIREMENTS AND SAFETY MEETING REQUIREMENTS.
<br />5. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS,
<br />METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR
<br />FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE
<br />FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH
<br />THE CONTRACT DOCUMENTS.
<br />GENERAL
<br />RIGHT-OF-WAY/PROPERTY LINE
<br />CENTERLINE
<br />LIMITS OF CONSTRUCTION
<br />DETAIL REFERENCE
<br />ADDENDUM Al REVISION REFERENCE
<br />SITE/NARDSCAPE
<br />gw
<br />"*E=�
<br />.i{q%y.�::5 3:: $':: S :: S:: S:: S �::: � !.::! !:! v.
<br />"��
<br />LINETYPE/SYMBOL REFERENCE
<br />............................................................................................................
<br />— — SEE PLANS
<br />SEE PLANS'/`
<br />L SEE PLANS
<br />SEE PLANS
<br />........... ........ .
<br />><
<br />.............................................;
<br />SEE PLANS
<br />LINETYPE/SYMBOL
<br />REFERENCE
<br />NOT APPLICABLE
<br />NOT APPLICABLE
<br />SEE ARCH. PLANS
<br />DETAIL 3, SHEET CO3.3
<br />DETAIL 6, SHEET CO3.3
<br />DETAIL 4, SHEET CO3.3
<br />'jM
<br />',► incypinium
<br />PLANNING & ENGINEERING
<br />14499 N DALE MABRY HWY
<br />SUITE 250
<br />TAMPA, FL 33618
<br />813.387-0084
<br />of
<br />v N
<br />1.
<br />�. .•''" s
<br />No.150386
<br />STATE OF FLORIDA
<br />AUTHORIZATION NUMBER
<br />8370
<br />PLANS PREPARED BY INGENIUM
<br />ENTERPRISES FORMERLY GRIMAIL
<br />CRAWFORD
<br />.............................................. .................................. ............................... :.......................... ............................................... ,.............................................. ..........................
<br />STORM DRAIN SEE PLANS
<br />...........................................................................................................................................................................................................
<br />HEADWALL (NW) /FLARED END SECTION (FES) DETAIL 3 SHEET C04.5
<br />DROP INLET (GRATE) ® I DETAIL 2 SHEET C04.5
<br />az
<br />IL
<br />......................................................................................................
<br />DROP INLET (GRATE AND HOOD) ® DETAIL 7, SHEET C04.4
<br />CLIENT:
<br />JUNCTION BOX (JB) / 005 DETAIL I SHEET C04.5
<br />.................................................................................:.........................................................................................................
<br />M BUILDING CORP.
<br />CC
<br />CATCH BA51N (SINGLE WING) NOT APPLICABLE
<br />.......................... ............................................... ......................................... ......,....... .... - .................. .........................................
<br />105q CIRCLE DRIVE
<br />CATCH BASIN (DOUBLE WING) NOT APPLICABLE
<br />HIGHLAND, WI 53543
<br />PHONE:608 q2q 7737
<br />PEDESTAL TOP El NOT APPLICABLE
<br />_...__............................................ .................................. ;............................................ ........... ................. ;......._...._..................................................... .
<br />STORM STRUCTURE NUMBER A3 SEE PLANS
<br />ESPC BMP
<br />LINETYPE/SYMBOL
<br />REFERENCE
<br />R
<br />CD*,
<br />CONSTRUCTION EXIT
<br />:.....................................................................F.......................
<br />®
<br />........................................
<br />SHEET C06.4
<br />5F
<br />SEDIMENT FENCE
<br />��
<br />.................................................
<br />SHEET C%.4
<br />............................................................................................................................................................................................................................................................
<br />IP
<br />INLET PROTECTION
<br />SHEET C06.6
<br />.........................................................
<br />OP
<br />""...................... "
<br />OUTLET PROTECTION
<br />".....................................................................
<br />.............................
<br />NOT APPLICABLE
<br />...............................................................................................................................................................................................................................................................
<br />TS
<br />TEMPORARY SEEDING
<br />TS
<br />SHEET
<br />PERMANENT SEEDING
<br />........................................................
<br />PS
<br />..C.S.......... ....... ......
<br />SHEET C06.5
<br />TM
<br />.......................
<br />TEMPORARY MAT
<br />TM
<br />NOT APPLICABLE
<br />...............................................................................................................................................................................................................................................................
<br />........................................................
<br />TREE PROTECTION FENCE
<br />....................................................
<br />/�PF�
<br />:................................... ...................................... „.......................................................
<br />SHEET 1_01.1
<br />..................
<br />LIMITS OF CONSTRUCTION
<br />L
<br />SEE PLANS
<br />SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO THOSE SHEETS
<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A
<br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY
<br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE
<br />DOES NOT NECE55ARILY REFLECT THE COMPLETE
<br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT.
<br />THE CONTENTS IN THESE FILE5 MAT THEREFORE BE
<br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND
<br />SUBJECT TO CHANGE. FURTHERMORE, THE
<br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRESENTED HERE BY THI5 INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED.
<br />PROJ #
<br />170061
<br />DWG NAME
<br />170061 COI.DWG
<br />I55UE DATE
<br />09/07/2017
<br />PROJ I
<br />JP
<br />GENERAL NOTES
<br />COU
<br />SHEET NUMBER
<br />I
<br />
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