|
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<br />LOT52 I 1 I
<br />�r 10
<br />I P.R 19, PG 48
<br />01
<br />01
<br />Id W " kpd/� N BOG ;Affs
<br />J !J. 2 ELEC711W A67MS/ °` ty � LOT 12 4/B � ffi �: e&k
<br />�H ( ZEAfCJ<7P PANEL QO5 N. P B
<br />I 1� P� 48
<br />ELEGFRPC ..
<br />STIED ti 9FPED 339' N. I I 9
<br />12 / ( a oar f.ie ' as1
<br />v
<br />�;�JC, � :�:; -_ - �v R ;�4�• I,� '. ., A -• MEG 1,
<br />El
<br />„ _.
<br />86 µ g
<br />44�,60
<br />85
<br />84 84 _ �g
<br />-
<br />83.80
<br />,
<br />BS
<br />X 84 X
<br />,� , . .
<br />�m h
<br />a
<br />a
<br />84.23
<br />84.33 _ 84.33 84.10 84 25 1s• _
<br />-I
<br />1 py
<br />Y= v
<br />I
<br />,
<br />;P
<br />10
<br />All
<br />�9 I10
<br />i4
<br />71
<br />I 1.6 ii I7
<br />i._ � S � S 4 ie Cgg .max,
<br />I.....F.FCL. 84.8 Q.3� _,
<br />--!
<br />p
<br />ao 00
<br />all 11
<br />a
<br />v
<br />CAM
<br />Co Ln t s I
<br />4.20
<br />.100
<br />- - - „ �82.94 83.43 83.91
<br />. d
<br />Mal
<br />A
<br />3.80 2; > 83.66 (P-2) � Y' INLET S-6 I
<br />WI-IR W/ 15 MPI,' nn } ` I
<br />19+00 S' INLET S-2 + SIGN 20 MPH 21 +00 +00 'S' INLET S-3 82.0 g) J '
<br />- i a 82.51- - ( - - X 83.38 HP - 82.80 (P 5) 1 I
<br />>>y PROP. CROSSWALK %<
<br />o /X 83. I3 HP 23' v (TYP.) 82.39 1 82.19 I
<br />r
<br />°
<br />rn ,�
<br />1-0 LET S- I
<br />82.46 !� E I I I
<br />83.66 -,
<br />= «� " 82.94 \ 'C' INLET OC I''' -
<br />~ I X ' 4 83,60
<br />•
<br />s
<br />83.30 ` - 82.03 B 81.91 100 J E B
<br />a 2Jj
<br />86 1 1 ' a 81,10� /
<br />iNI R V>/,'5 MPH SIGN 81.86
<br />29 0
<br />85
<br />55
<br />co
<br />! � I
<br />EME E NC
<br />Yj
<br />O
<br />a81.7$ROP
<br />ACCESY SIGN .-
<br />f
<br />�csF 84.20 a
<br />81.53
<br />of 3$ u 9 a<� 4
<br />10
<br />f
<br />M N. 10 81 82•.
<br />I 'S' INLET S-4
<br />'� r
<br />4, k,
<br />0 '
<br />F.F.EL = 84.20 18,83.70
<br />_.
<br />I 9
<br />NI: �®
<br />32
<br />$4 82 CL. GR. EL. 79.60 .
<br />813 82.00 i2`b0 ;
<br />83.05 82.52 82.58 81.50 82 X 50 X
<br />- 81-- 81.5`}i80
<br />q
<br />1
<br />•"Ally ,. i
<br />78
<br />r. �-I .# . MESSS
<br />Y
<br />L o # f WITH SUM
<br />+ _ SEE DETAIL v
<br />.', r. CA,ta I I gg
<br />81 0
<br />79 A I Z£ IiIIM
<br />MES S- 15
<br />35 I WITH SUM I o Q
<br />1.50 a
<br />84.25 'S' I LETS x SEE DETAIL ep N 11
<br />G - 82.70 82.70 G I �p
<br />e - 2"
<br />83 0 � , 7& � � r
<br />S' INLET S-13' 8 17 POND ^ o °I
<br />7 I DHWL(25YR-24HR) = 80.55- I 11 I
<br />p
<br />A I k4: M I R
<br />BOT EL. = 78.10 0
<br />38 5 SHW EL. = 76.50 C C
<br />I _-- - --_-- _
<br />$3:50
<br />83. 10 0 82.57 83.10 82 81.50 X
<br />y .+0 20' ; I I •.
<br />- 83
<br />; ai EF.EL, 8133
<br />.__
<br />14
<br />Lr
<br />s 1 ;II
<br />F _ h:73 .. M (Er 69 E`f i bi 6b _. 65 6i G�.
<br />;a J
<br />-
<br />s
<br />I
<br />M•
<br />I r
<br />E
<br />' INLET OS 3 �< I
<br />7' > z
<br />ME -12 'I
<br />A
<br />SS
<br />c
<br />(
<br />a.
<br />a
<br />WITH SUM
<br />ME
<br />a,
<br />^
<br />• I I 5 I
<br />.. X 3 H P, 3 1
<br />' - 8 .
<br />- --' � SEE DETAIL
<br />,.. SPEED LIMIT"'
<br />-
<br />7; I
<br />F El 35'00 , I I PR P. FL ME. .
<br />r-ice-^ = 78.10
<br />83.60 \ 79 SEE ETA L
<br />�= SIGN - \ 80
<br />Sill
<br />- -
<br />n
<br />LA
<br />83.38 83ill
<br />82.73 83.41 82.53 �_ 82.18 D 78.98 Ie I; D
<br />"A d A
<br />k P
<br />44 ^I OO
<br />82.62 S 1 79.01 _79.00
<br />N " 4
<br />.. 82.8`6 - W I -I R W/ 15 KPH SIGN 'S' INLET S-782.21 -_ _ I - -PROP 80.58 ALK (TYP.) --ice+00 O B 9+65.05 �r
<br />-iE 82.89 HP - -T- a 81.66�r
<br />l {
<br />__
<br />14+00 'S' INLET S-8 13+00 (P-7) 12+00 +00 78.91 9+65'
<br />78.75
<br />78.85
<br />46 w. 83.38 , .., ,.
<br />84.00
<br />t
<br />r - }
<br />g A...: ... ' • .... .. ,.-. 'S'INLET S-9, :. , . '
<br />d .,
<br />•
<br />� 82.73 ' 83.41 82.53 �+� • � �r4�
<br />83 82.18 - SEEODETI�IL1
<br />84 X 83.20
<br />I MEG a
<br />STREET SI
<br />E MES S-10 S SIGNS 1B' RCP
<br />a` 01 '., ( o WITH SUM - ^ 4 , f .
<br />1 ao
<br />a I 00 eo 'C'INLET OC-4
<br />SEE DETAIL 81.50
<br />,, YG EL 77 5
<br />_.
<br />i' 0 ` *'" F F. LL84.30 o m
<br />1 4, _ M „ PROP. WALL -TYPE
<br />wI _ • : ,. ,� - _. _ ,-, M; _ , 1 � CONTROL STRUCTURE
<br />1 17 4 5C, S I 1 sSf _<? ski ;) 6 b� - o °. t
<br />SEE DETAIL SHEET FOR
<br />MORE INFO. 81.15
<br />• 1
<br />-81.50
<br />,..
<br />I
<br />I
<br />y
<br />°
<br />s,Kv I 6 k 80
<br />83.50t' �E 83.20 83.20 82 _ 577 8 I �$T�b - m
<br />4
<br />1
<br />- -�E 82.75 � P. '
<br />83.50 g3 83 81 ��R4
<br />z ... ',, r
<br />f,.
<br />.a. ;w>:`-,` `- - , ,:., 4 HOG MEG fi- ,x.„.�:, cI'.
<br />-J` 81.50 1 r
<br />c :: : • : � 'I •' ,- VNRE FENCE . ,
<br />81.5
<br />- 81.50 EX. INLET %
<br />w �a,`e '►'L. I �EX. TOP EL = 77.54 2'X.3' ?AT
<br />�` •-
<br />F � �- EX. E. INV. = 75.55
<br />. • ,: i; COMCR
<br />E1E PROP. N. INV. = 75.65 �� a
<br />PAO
<br />a `L�'II aI I
<br />/2WN&4�«-.0H AAA C
<br />3 LARDS R f 1 Aill """ ..• hs??; 11 ;° x� ' ; �,. `j l
<br />a •, f 4
<br />�F.
<br />I
<br />9� I
<br />j ,81.E79.6I )
<br />o J(t J qpy rtAyypt y
<br />•4'f
<br />t
<br />I", r ti
<br />so
<br />Lq e
<br />STORM SEWER PIPE NETWORK
<br />Structure Table
<br />Structure I.D.
<br />Description
<br />Rim/Grate
<br />Pipes (In)
<br />Inverts (In)
<br />Pipes (Out)
<br />Inverts (Out)
<br />0C-1
<br />36 in. x48 in. 'C' INLET
<br />79.90
<br />23"X14" HERCP
<br />77.50
<br />OC-2
<br />36 it 23"X14" MES JLET
<br />79.60
<br />23"X14" HERCP
<br />77.10
<br />OCA
<br />36 in. x 48 in. 'C' INLET
<br />78.00
<br />* 23" HERCP
<br />75.50
<br />23"X14" HERCP
<br />OS-3
<br />36 it 23"X14" MES JLET
<br />77.90
<br />23"X14" HERCP
<br />* 23" HERCP
<br />75.90
<br />S-1
<br />36 in. x 45 in. 'S' INLET
<br />82.27
<br />* 15" RCP
<br />79.50
<br />S-2
<br />36 in. x 45 in. 'S' INLET
<br />82.27
<br />* 15" RCP
<br />79.35
<br />* 18" RCP
<br />79.35
<br />S-3
<br />36 in. x 45 in. 'S' INLET
<br />82.08
<br />* 18" RCP
<br />15" HDPE
<br />77.80*
<br />77•80
<br />* 24" RCP
<br />77.80
<br />S-4
<br />36 in. x 45 in. 'Y INLET
<br />82.53
<br />* 24" RCP
<br />77.35
<br />* 24" RCP
<br />77.35
<br />S-5
<br />24 in. MES
<br />79.35
<br />* 24" RCP
<br />77.10
<br />S-6
<br />30 in. x 30 in. 'Y' INLET
<br />81.80
<br />* 15" HDPE
<br />78.10
<br />S-7
<br />36 in, x 45 in. 'SINLET
<br />81.97
<br />* 15" RCP
<br />79.50
<br />S-8
<br />36 in. x 45 in. 'S' INLET
<br />81.97
<br />* 15" RCP
<br />79.35
<br />* 18" RCP
<br />79.35
<br />S-9
<br />36 in. x 45 in. 'S' INLET
<br />81.42
<br />* 18" RCP
<br />78.10
<br />* 24" RCP
<br />* 24" RCP
<br />78.10
<br />78.10
<br />S-10
<br />24 in. MES
<br />80.20
<br />* 24" RCP
<br />77.95
<br />S-I 1
<br />36 in. x 45 in. 'S' INLET
<br />81.42
<br />* 24" RCP
<br />77.95
<br />* 24" RCP
<br />77.95
<br />S-12
<br />24 in. MES
<br />80.05
<br />* 24" RCP
<br />77.80
<br />S-13
<br />36 in. x 45 in. 'S' INLET
<br />81.93
<br />* 15" RCP
<br />79.50
<br />S-14
<br />36 in. x 45 in. 'S' INLET
<br />81.93
<br />* 15" RCP
<br />79.35
<br />* 18" RCP
<br />78.95
<br />S-15
<br />24 in. MES
<br />79.96
<br />* 18" RCP
<br />78.25
<br />TESTING & INSPECTION REQUIREMENTS (PAVING/GRADING)
<br />I. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS
<br />WILL BE REQUIRED PURSUANT WITH SITE SPECIFIC GEOTECHNICAL REPORT FOR THE SITE, AS WELL AS THE
<br />QU UPON
<br />TESTING SCHEDULE REQUIRED BY FDOT AND THE AFFECTED MUNICIPALITY. U O COMPLETION OF WORK, THE
<br />SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL
<br />REQUIREMENTS HAVE BEEN MET.
<br />2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE
<br />IN -PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE
<br />REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL
<br />COSTS OF SAID RETESTING.
<br />PAVING & GRADING NOTES:
<br />I. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE
<br />WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNERS ENGINEER, OR OWNERS SOILS TESTING
<br />COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE
<br />OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN
<br />ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR
<br />REMOVING DELETERIOUS MATERIAL FROM THE SITE.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE
<br />BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP
<br />TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
<br />2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL
<br />SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED
<br />ACCORDING TO THESE PLANS.
<br />3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES UNLESS
<br />OTHERWISE NOTED.
<br />4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES
<br />SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION
<br />CHANGES.
<br />S. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW
<br />PAVEMENT MEETS EXISTING PAVEMENT.
<br />6, CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE LATEST
<br />EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL
<br />F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS.
<br />7. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING
<br />PATTERN TO THE SOILS ENGINEER FOR APPROVAL.
<br />8. CONTRACTOR TO PROVIDE A 1/2" TO I" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT
<br />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.
<br />10, THE CONTRACTOR WILL STABILIZE, BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS, ANY
<br />DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT
<br />AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO
<br />COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS.
<br />GRADING NOTES:
<br />I. PROPOSED GRADE ELEVATIONS SHOWN AT BUILDING LINE ARE GROUND ELEVATIONS.
<br />2. PROPOSED SPOT ELEVATIONS IN PAVEMENT AREAS ARE TOP OF FINISHED PAVEMENT.
<br />3. ALL ROOF LEADERS SHALL CONNECT TO THE PROPOSED DRAINAGE SYSTEM. LOCATIONS OF ROOF LEADERS
<br />ARE SHOWN HEREON.
<br />4. ALL PROPOSED CURBING IS TO BE CONCRETE CURB WITH A 6" REVEAL AS PER DETAIL UNLESS SHOWN
<br />OTHERWISE ON THIS GRADING PLAN.
<br />5. CURB AND SIDEWALK ARE TO BE DEPRESSED AT PROPOSED BUILDING ENTRANCES, CROSSWALKS, SERVICE
<br />ACCESS POINTS AND ROADWAY INTERSECTIONS PER THE LOCATIONS ON THE SITE PLANS. ANY
<br />DISCREPANCIES SHALL BE REVIEWED WITH THE PROJECT ENGINEER.
<br />6. EXISTING INFORMATION SHOWN HEREON AS APPROXIMATE AND IS TAKEN FROM A SURVEY TITLED
<br />"TOPOGRAPHIC SURVEY" PREPARED BY FLORIDA DESIGN CONSULTANTS, INC, DATED JUNE 27, 2019.
<br />7. THE HORIZONTAL AND VERTICAL DATUM ARE PER ABOVE REFERENCED SURVEY. ELEVATIONS DERIVED FROM
<br />NATION GEODETIC SURVEY WEBSITE, ELEVATION NAVD88'.
<br />8. ACCORDING TO THE FLOOD INSURANCE MAP FOR PASCO COUNTY PANEL 380 OF 500, COMMUNITY PANEL
<br />NUMBER 0380F, MAP NUMBER 12101 C0380F, EFFECTIVE DATE SEPTEMBER 26, 2014, THE SUBJECT PARCEL IS
<br />GENERALLY WITHIN ZONE 'X'. THE FEMA LINE SHOWN ON PLANS IS APPROXIMATE AND BASED ON FLOOD
<br />INSURANCE MAP REFERENCED ABOVE.
<br />ADA INSTRUCTIONS TO CONTRACTOR
<br />CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAPPED)
<br />ACCESSIBLE COMPONENTS FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE LATEST
<br />ADA STANDARDS FOR ACCESSIBLE DESIGN. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM
<br />PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
<br />BUILDING ENTRANCE/EGRESS, SHALL COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDED, BUT ARE NOT
<br />LIMITED TO THE FOLLOWING:
<br />PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) IN
<br />ANY DIRECTION
<br />CURB RAMPS - SLOPES SHALL NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET,
<br />LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL PROVIDE POSITIVE DRAINAGE, AND SHALL NOT
<br />EXCEED 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) CROSS SLOPE.
<br />PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - SHALL PROVIDE A 36 INCH OR GREATER UNOBSTRUCTED WIDTH OF
<br />TRAVEL, (CAR OVERHANGS CANNOT REDUCE THIS MINIMUM WIDTH), THE SLOPE SHALL BE NO GREATER THAN 1:20
<br />(5.0% OR 5/6" PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4" PER FOOT OR
<br />NORMALLY 2.0%) IN CROSS SLOPE, WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5,0%), AN ADA RAMP
<br />WITH A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM DISTANCE OF 30 FEET, SHALL BE PROVIDED. THE RAMP
<br />SHALL HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN
<br />1:48 (1/4" PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE.
<br />DOORWAYS - SHALL HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE UP THE DOOR THAT IS SLOPED NO
<br />MORE THAN 1:48 (1/4" PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA SHALL BE NO
<br />LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR
<br />ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE APPLICABLE CODE SECTIONS).
<br />IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
<br />CODE OFFICIAL PRIOR TO COMMENCING WORK,
<br />N
<br />W
<br />STORM SEWER PIPE NETWORK
<br />Pipe Table
<br />Pipe I.D.
<br />Description
<br />Length
<br />Invert Up
<br />Invert Dn
<br />Slope
<br />OP -I
<br />23"X14" HERCP
<br />97'
<br />77.50
<br />77.10
<br />0.41%
<br />OP-2
<br />23"X14" HERCP
<br />119'
<br />75.90
<br />75.50
<br />0.34%
<br />P-1
<br />* 15" RCP
<br />24'
<br />79.50
<br />79.35
<br />0.63%
<br />P-2
<br />* 18" RCP
<br />278'
<br />79.35
<br />77.80
<br />0.56%
<br />P-3
<br />* 24" RCP
<br />102'
<br />77.80
<br />77.35
<br />0.44%
<br />P-4
<br />* 24" RCP
<br />63'
<br />77.35
<br />77.10
<br />0.39%
<br />P-5
<br />* 15" HDPE
<br />5 P
<br />78.10
<br />77.80
<br />0.59%
<br />P-6
<br />* 15" RCP
<br />24'
<br />79.50
<br />79.35
<br />0.62%
<br />P-7
<br />* 18" RCP
<br />197'
<br />79.35
<br />78.10
<br />0.63%
<br />P-8
<br />* 24" RCP
<br />29'
<br />78.10
<br />77.95
<br />0.51
<br />P-9
<br />* 24" RCP
<br />24'
<br />78.10
<br />77.95
<br />0.62%
<br />P-10
<br />* 24" RCP
<br />34'
<br />77.95
<br />77.80
<br />0.44%
<br />P-1 I
<br />* 15" RCP
<br />24'
<br />79.50
<br />79.35
<br />0.62%
<br />P-12
<br />* 18" RCP
<br />137'
<br />78.95
<br />78.25
<br />0.51 %
<br />NOTE
<br />* THERE ARE PRIVATE STREETS, WHERE ADS PIPE CAN BE USED.
<br />LEGEND
<br />EXISTING
<br />PROPOSED
<br />4� TLC _�� TRAVERSE LINE, CENTER LINE
<br />, 12+0o PI
<br />13+r70 OR BASELINE (LABEL AS SUCH) 12+00
<br />13+00
<br />- -
<br />RIGHT OF WAY LINE
<br />PROPERTY LINE
<br />- - - - -
<br />- - EDGE OF PAVEMENT
<br />FACE
<br />FACE
<br />CURB
<br />BACK
<br />BACK
<br />DEPRESSED CURB
<br />All
<br />•
<br />SIDEWALK A
<br />A A Q'
<br />a
<br />-X-X-
<br />FEN
<br />FENCES
<br />X X
<br />TREELINE
<br />®•- -a v-
<br />ROADWAY SIGNS
<br />• • •
<br />• ® WETLAND LINE s •
<br />0 0 0
<br />®
<br />MUNICIPAL BOUNDARY LINE
<br />77
<br />B' INLET
<br />77
<br />'E' INLET
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<br />O
<br />STORM MANHOLE
<br />®
<br />SANITARY MANHOLE
<br />O
<br />FLARED END SECTION
<br />HEADWALL 0
<br />HYDRANT
<br />11
<br />POLE MOUNTED LIGHT
<br />®®® 74 75
<br />� - CONTOURS
<br />74 75
<br />x G 29.0
<br />SPOT ELEVATION
<br />X G 29.0
<br />DIRECTION OF OVERLAND FLOW
<br />-t-
<br />X TC 29.0
<br />TOP OF CURB ELEVATION
<br />X TC 29.0
<br />is BC 29.0
<br />BOTTOM OF CURB ELEVATION
<br />X BC 29.0
<br />TOP OF DEPRESSED CURB ELEVATION
<br />X TDC 29.0
<br />•1 1 •1 :1
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<br />■ NORTH CAROLINA ■ COLORADO
<br />i State of F.L. C.O.A.: 30301 / LB7388
<br />c
<br />Copyright 2021. Maser Consulting. Rights Reserved. This 1 O
<br />g gh
<br />drawing and all the information contained herein is authorized for !
<br />use only by the parry for whom the services were contracted or to 1
<br />I whom it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />the express written consent of Maser Consulting P.A.
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<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
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<br />STUART ROGERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15.26-21.0030-08100.0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue !
<br />Suite 100 j
<br />Tampa, FL 33634 i
<br />- 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 />I
<br />AM
<br />SMR
<br />PROJECT NUMBER:
<br />DRAWING NAME:
<br />l9002495A
<br />C-GRAD All
<br />SHEET TITLE:
<br />GRADING PLAN
<br />SHEET NUMBER:
<br />5 of 21
<br />�L V
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
<br />
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