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7 t h <br />A v <br />e n u e <br />,..... <br />S <br />a ... <br />a <br />.. . SW -'\ 0, <br />CLEAN -DUI <br />LOP EL 86.50 <br />�- <br />INV EL 84.42 <br />-53 <br />LF 8' PVC <br />• 100R (MIN) <br />EXISTING POND <br />CONSTRUCTED WITH' <br />/ <br />Ij <br />APPROVED SWFWMD ERP <br />46033112.OQ0. - <br />8" MES <br />CID <br />CONTROL STRUCTURE 8" MES <br />5-1 (MODIFIED TYPE INV EL k 84.43 '.:.. <br />"C INLET). SEE DETAIL ` <br />ON SHEEP C-7 54 LF B" PVC <br />®LOUR (MIN) <br />CLEAN-OU <br />TOP EL - <br />-"' <br />92 LF 15" <br />INV EL = <br />RCP • 0.22% <br />J <br />TRANSITION TYPE <br />CURB TO., MATCH <br />EXISTING GRADE « y <br />III <br />NS„G � <br />g <br />1 <br />: <br />CONTRACTOR TO TRANSITION <br />B 0 <br />-. <br />TYPE "C' GRATE, INLET <br />I <br />�.. <br />TYPE 'F' CURB TO MATCH s�7�I�E <br />EXISTING GRADE DOWN <br />.;- <br />EL - a480 <br />IE = 8200 <br />'�F <br />T9 /,.. <br />/°' <br />_. <br />��� <br />gyp, <br />6Ty9 Y' <br />LEGEND <br />W <br />IP, IR = IRON PIPE, IRON ROD <br />90 = CEDAR TREE <br />_ <br />CM = CONCRETE MONUMENT <br />( = FIELD DERIVED MEASUREMENT <br />90 = OAK TREE <br />: J <br />e <br />m <br />( = MEASUREMENT PER PLAT <br />D - MEASUREMENT PER DESCRIPTION <br />It It = PROPERTY LINE, CENTERLINE <br />rA A=HICKORY TREE <br />Y = LIGHT POLE <br />®=SANITARY MANHOLE <br />J <br />0 20 40 60 <br />R/W = RIGHT OF WAY <br />O = FOUND IR (SIZE & REGISTRATION <br />NUMBER AS NOTED) <br />= PALM TREE <br />= TREE (UNNKOWN VARIETY) <br />O <br />d <br />g <br />®= FOUND IP (SIZE & REGISTRATION <br />41 = CAMPHOR TREE <br />M <br />ScCle "I = 20 f2 <br />NUMBER AS NOTED) <br />• = SET 5/8" IR "D.C. JOHNSON LB 4514" <br />ID= FOUND CM & REGISTRATION <br />Ei = ELECTRIC TRANSFORMER <br />❑ _ TRAFFIC CONTROL BOX <br />©- <br />r l O <br />V <br />(SIZE <br />NUMBER AS NOTED) <br />• = BOLLARD <br />- <br />■ = SET 4".4" CM "LB 4514" <br />/� -POWER POLE <br />= METER POLE <br />AR = AIR RELEASE VALVE <br />Q <br />y <br />uj <br />_. _.. <br />CB = CABLE TELEVISION BOX <br />OIL = CHERRY TREE <br />YA - CITRUS TREE <br />a <br />SQ = STORM MANHOLE - ✓ <br />RS = ROAD SIGN SC = SPRINKLER CONTROL BOX �L y <br />W = WATER LINE O <br />CID® = WATER METER = VERTICAL CONTROL BENCHMARK <br />�- Q z <br />N <br />- =GUY WIRE I- <br />.. gTELEPHONE EQUIPMENT BOX PB =ELECTRIC PULL BOX <br />= ELECTRIC BOX f = ORNAMENTAL TREE <br />= FIRE HYDRANT - = OVERHEAD ELECTRIC WIRE f�L U i <br />GV = GTE VALVE O = EXISTING ASPHALT Y <br />w <br />PROPERTY LANE -RD - PROPOSED ROOF DRAIN Q <br />Z <br />EC PROPOSED SILT FENCE STM PROPOSED STORM PIPE Q <br />Q <br />TB PROPOSED TREE BARRICADE STORM STRUCTURE OR <br />.� t h A V e 11 U @ _._ P.1 PIPE NUMBER e <br />�lL EXISTING BUILDING -��`. FLOW ARROW <br />ROOF LEADER • 97 LF 8^..WC <br />OYP) ®1.DDX (MN) a� 1 <br />PAVEMENT SLOPE a O <br />PROPOSED BUILDING rn S r <br />CD v 0.0� PROPOSED SPOT GRADE <br />E <br />U� <br />0 <br />W O <br />CLEAN=OUT 1 .,,y PROPOSED ASPHALT <br />..^ TOP EL - B9.00 J T1 PAVEMENT A T <br />. , . INV EL - 85.33, \ TB CD q CROSS SECTION NAME <br />PROPOSED CONCRETE m Ei > a `o @ m O t z <br />-u -- p C-5 CROSS SECTION P g O <br />SIDEWALK SHEET LOCATION 44 c (9 P. <br />= O <br />PROPOSED 4' ( \ / (S) T 'STOP" SIGN t1 it i u O a' Wn HE o <br />ROOF DRAIN I \� T8 PROPOSED PERVIOUS <br />WALKWAY (D) r 'DO NOT ENTER' SIGN <br />VECTION O 1.:00%. : <br />ITN). SEE ARCH <br />)RAWINGB FOR <br />JONTINLA'ION. '- <br />( GENERAL NOTES z <br />1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WIN PASCO COUNTY Q Z <br />PROPOSED LIBRARY <br />g8 G I STANDARDS, AND DOT SPECIFICATIONS, LATEST EDITIONS. Q <br />M�` ��A J <br />8,177 SF aR � I 2. GRASS AND MULCH, OR SOLD SOD, ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED B1' CONSTRUCTION. J <br />F.F. EL.: 89.6 1LF' 9�' 3. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO PUBLIC RIGHT- OF -WAY WITH UnUTY <br />= 0 _ I COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY ONES AND THE MAKING OF ADJUSTMENTS TO SAME, IF <br />REQUIRED, <br />CONTRACTOR <br />ONTRA TREES. CONTACT THE ENGINEER AND/OR THE OWNER PRIOR TO ANY CONSTRUCTION THAT MAY <br />1DAMAGE <br />5. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE <br />RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION <br />55 LF 8' PVC 0'1.00R (MIN) : CB ( -- FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED <br />OR MADE FOR ADJUSTING MANHOLE TOPS. <br />PROPOSED 4' ROOF DRAIN ROOF LEADER <br />LEADER T I• 6. ROOF DRAINAGE TO BE DIRECTED FROM ROOF TO RETENTION POND VIA DOWNSPOUTS. Q CONNECTION • 1.00% (MIN). <br />SEE ARCH DRAWINGS FOR 7. ALL FINISH FLOOR ELEVATIONS (FIFE) ARE MINIMUMS. <br />.CONTINUATION '` i `:-- <br />CLEAN^OUT ,6g 9 B. SLOPE PERIMETER GRADE TO MATCH EXISTING GRADE AT 4:1 MAXIMUM. <br />TOP EL 89.5 1 <br />8955;.. 9 I INV EL B5.B3 d ..... .- _ (: 9. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, <br />l - WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE SODDING, PLUGGING, SPRIGGING OR SEEDING IS <br />- C, ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS <br />OR WHERE SLOPES ARE GREATER THAT 5:1 VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE <br />8Y I s". SPECIFIED. <br /># $ 95 TRANSITION, <br />10. SITE IS LOCATED IN ZONE X PER FIRM PANEL NUMBER 120235 0005 C, DATED 12/17/1991. NO BASE FLOOD <br />\1 _off TYPE 0 / F" r^ CURB TO BE: ELEVATED DETERMINED. <br />- FLUSH WTH <br />eiii <br />- 11. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM 'ADA' STANDARDS. SIDEWALK <br />6 t <br />h <br />A <br />v <br />e <br />In <br />u <br />e <br />• <br />6 <br />t <br />h <br />A <br />v <br />e <br />Inu <br />e <br />NOTES: <br />QONTRACTQR $HALT, REMOVE ALL EXISTING WE, SUB -BASE MATERIAL & CONSTRUCTION <br />DEBRIS FROM PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSOIL AS 'REQUIRED'FOR <br />PROPOSED LANDSCAPING. LANDSCAPE AREAS THAT CONTAIN EXISTING BASE.& SUB -BASE.. <br />ARE TO BE DUG OUT TO 2' DEPTH & BACK -FILLED WITH CLEAN SOIL. ' <br />TP T sw Gr w XMOKIM w <br />revs AI• lcJloNl0ls carer wIH: -. <br />M YNYW •l�11tl fdCR <br />LAUREN D. CAMPO, P.E. NO. 57421 <br />© 2014 HARVARD JOLLY, INC. <br />January 15, 2014 <br />DATE (SEAL) C-5 <br />