SW3230604_Plansheet - Grading/Drainage Plan_20230914

GENERAL NOTES: - - - / J �.'.... .
1.ANY DISTURBANCE OUTSIDE OF THE LOD SHOWN ON THESE PLANS WILL \ / / /
_ _ - � / - / / REAM
BE A VIOLATION AND SUBJECT TO FINES. ROADWAYS, ROADSIDE DITCHES / ST _
AND TIE OUTS ARE THE EXTENT OF THE GRADING PURPOSES OF THIS \ \ \ j / '" . . . - - - 35gUFFER Z
PERMITTING PLAN SET. -
PARCEL ID:01144034 \ / V LLl
2.SEPTIC FIELD AREAS, DRIVEWAYS AND HOUSE PADS ARE NOT INCLUDED 1 / OWNERS:TORRENCE _
IN THE LOD AT THE TIME OF CURRENT PERMITTING. THE HOME BUILDER ; , - - " - - - - - i 490 \ / / JAN M .,' 7' I"I"I Q co N
WILL BE RESPONSIBLE FOR OBTAINING GRADING AND EROSION CONTROL ' i ZONE:RA-40 �_,* *,' / \ LJJ O C> Z U N
PERMITS AS NECESSARY FOR THESE ITEMS AT A LATER DATE AND UNDER \ I \' ;* / Z Cc
W N
SEPARATE COVER. y .i; 7=, - W z N o
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3. THE LOCATION OF DRIVEWAYS AND DRIVEWAY PIPES SHOWN ARE N z c4
SUBJECT TO CHANGE AS THE HOME BUILDER DEVELOPS EACH LOT IN THE \ / \ / \ }? / �. . . CRISCO E3 A H / •' W U
FUTURE. THE SIZE OF THE DRIVEWAY PIPES SHALL NOT BE REDUCED
FROM WHAT IS SHOWN ON THIS PLAN. L U ® M Q
5 PARCEL ID:01144011
4. CONTRACTOR SHALL MAINTAIN EFFORTS TO ELIMINATE DISTURBED / OWNERS:RO HER RISTIE / ; EX. WETLANDS W/ - - - - - - - - - - y W N z
RUNOFF FROM ENTERING THE EXISTING STREAMS. / / ) 15'BUFFER TO REMAIN e - y=` ' /
/ \ ZONE:RA 40 UNDISTURBED, TYP. / �_ -30-
- - - - - - - - - - - - - - - - - - - - - -
500- / ■ (� / / " s� / _...�� 29 PROP.2"FORCE MAIN TO
'BE DESIGNED BY OTHERS, * _' \
\ - - - - - - - - - - - - - - - - ,/ 1 \; \ ® REF NOTE#6 ON C-5.0
\ - - N -_
- - - - - - - - " - - - - - - - - - - - - _�� \ RR � ���\ N R �''•
- - - - - STREAM CENTERLINE .� ' \ a� l I' �� CA O</
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f 04550 -
`, 35gUFFER �' *✓� "_•�'�_ '***_` _� ,���v_ _ _ _ - -490 - - _26- ;' \ � - � ; ;' ♦♦
A PORTION OF //� F� C
TAX PIN:01144012B /�3/ZO23
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(-(`{ � i - �_ �g$ _ � =i i � ,H PORTION OF THE PROPERTY -
I- 23 \ \ \ rn © J DESCRIBED IN BK. 76-73)
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PARCEL ID:01114001 W W
WNERS:EVERETTE AND CL CL
40'TREE SAVE AREA .40' s7p UW �W
192,025 SF=4.41 AC' z* _ _ * i AMANDA LITTLE w
I I \ ®' \\\ }� W I ZONE:RA-40 U
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EX. TREE LINE
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I I (APPROXIMATE) 9 /
I / PROP. SEPTIC - \-�, - � ! co rn
I // I DRAIN CD
FIELD TYP. I11 ®♦ *.'" /
(APPROXIMATE)
I - / LEGEND
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I�I TOWER � � •Q =-f �/ � PUBLIC STORM DRAINAGE ESMT. (PSDE) J
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TREE SAVEAREA
r'ARCEL ID:0114401a„
OWNERS:JAMES AND i' =� W
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TP TP
' JUDY MCCLELLAN *� 1 VI I', '_� - - PHASE 1 -AREA RESERVED �� \ ; � ---� _ TREE PROTECTION FENCE �/� � �
ZONE:RA-40 1 I YI I F R PR/OR R DEVEL W
I O O O 1 Q
STREAM BUFFER
IS30 PARCEL ID:01114001 / T 00
OWNERS:EVERETTE AND PHASE LINE � LL N
AMANDA LITTLE --- -- LU
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/ ZONE:RA-40 / PROPOSED LOT LINE 7 f
CL 7V7
PROPOSED RIGHT-OF-WAY O L
(50'PUBLIC ROW FOR ALL PROPOSED STREETS)
cj�l \ PROPOSED STREET CENTERLINE ^ I ' '
PROPOSED UTILITY EASEMENT � U LL M W
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STREAM CENTERLINE �L
111 (E D H FROM C PARCEL ID:01144012Y I n/ O �j
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-W•--_ _ - !;.; .; <3 , �� - ;' - OWNERS:EMERALD i
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^'FO -_ - I + -_ -- -' CONSTRUCTION INC
- -T 1 0 Q Z Q
X- '-Fo = _ ZONE:RA 40
OWNERS:EMERALD ;
POINTE REALTY& i \ f ,
HIVIARK - J ( CONSTRUCTION INC U ct
ZONE:RA-40
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60d NAIL �\ I ' \ ; I GJ^p PARCEL ID:01144012W I 516 /
\ O I N;5 0" :47 \\ / I OWNERS:EMERALD /
E:�S 0888.48 - EX. PROPERTY LINE I
E� 543.49 l - \ / i i i aOINTE REALTY& /
/ \ N/1 83/2011 I I If PARCEL ID:01144012V JNSTRUCTION INC
OWNERS:EMERALD ZONE:RA-
N\ i I AVD 88 \ J ; ; POINTS REALTY&
CONSTRUCTION INC
-530 ; / ZONE:RA-40
PARCEL IDS 01144012U
I I \ I i OWNERS:EMERALD \
PARCEL ID:01 1,4020 POINTS REALTY&
JWNERS:DRYS BOBBY LANE`, \ CONSTRUCTION INC
I % i ; ; ; PARCEL ID:01144012T ZONE;RA-40 f
ZONE:RA-40 PARCEL ID:01144012 / \ / / U
I OWNERS:EMERALD
OWNERS:EMERALC PARCEL ID:01144012, PARCEL ID:0 11440 12R
J i \ POINTE REALTY& OWNERS:EMERALD PARCEL ID:01144012( PARCEL ID:011440 PAF�1r_�10:01144012S , POINTS REALTY& 520 \ / - - -
CONSTRUCTION INC OWNERS:EMERALD OWNERS:EMERALD / /
OWNERS:EMERALD /
POINTE REALTY& OWNERS:EMERALD ONSTRUCTION INC
ZONE:RA-40 CONSTRUCTION INC - POINTE REALTY& POINTE REALTY& POINTS REALTY& POINTS REALTY
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ZONE:RA-40 � /
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Location Areas Storm Runoff Pipe Calculations Location Inlet Areas Storm Runoff Pipe Calculations
Percent Percent Composite Inlet Combined Pipe Pipe Actual Actual Percent Percent Composite Inlet Combined Pipe Pipe Actual Actual J c7
Pipe Name (acres) Pervious Impervious Runoff I(in/hr) Storm Discharge Q Discharge Material Pipe SlopeLength Size(in) Vfull(fps) Capacity Q/Q-full d/dm v/V-full Vpipe Pipe Time Upstream Downstream Pipe Pipe Name (acres) Pervious Impervious Runoff I(in/hr) Storm Discharge Q Discharge Material Pipe Slope Length Size(in) Vfull(fps) Capacity Q/Q-full d/dm v/V-full Vpipe Pipe Time Upstream Downstream Pipe N
Event n (/o) Q-full ratio Invert Invert Material Event n (/o) Q-full ratio Invert Invert Material O
(%) (%) Coeff.C (cfs) Qpipe(cfs) (ft) (cfs) (fps) (min) (%) (%) Coeff.C (cfs) Qpipe(cfs) (ft) (cfs) (fps) (min} ,�` z N
z ct O
LOT 10 DWY PIPE 1.49 76% 24% 0.46 7.54 10 yr 5.1 5.1 0.012 3.75% 35 15 11.0 13.54 0.38 0.41 0.87 9.60 0.06 506.31 505.00 HP LOT 24 DWY PIPE 0.06 76% 24% 0.46 7.54 10 yr 0.2 0.2 0.012 2.46% 35 15 8.9 10.96 0.02 0.05 0.17 1.52 0.38 496.73 495.87 HP = z M
LOT 11 DWY PIPE 1.44 76% 24% 0.46 7.54 10 r 5.0 10.1 0.012 2.34% 35 15 8.7 10.70 0.94 0.74 1.14 9.94 0.12 500.45 499.63 HP Q ' > O
LOT 25 DWY PIPE 0.03 76% 24% 0.46 7.54 10 yr 0.1 D.1 O.D12 1.03% 35 15 5.8 7.09 0.01 0.05 D.17 D.98 D.59 497.63 497.27 HP z
FOXTROT CROSS 1 4.52 76% 24% 0.46 8.32 25 r 17.2 27.2 0.012 1.55% 48 30 11.2 55.22 0.49 0.47 0.94 10.57 0.20 493.00 492.25 RCP N
LOT 26 DWY PIPE 0.07 76% 246 0.46 7.54 10 yr 0.2 D.3 O.D12 3.06% 35 15 10.D 12.22 0.03 0.08 0.17 1.69 D.94 494.81 493.74 HP
LOT 37 DWY PIPE 0.16 76% 24% 0.46 7.54 10 yr 0.6 0.6 0.012 3.69% 35 15 10.9 13.42 0.04 0.15 0.45 4.92 0.31 506.16 504.87 HP p p
LOT 28 DWY PIPE 0.03 76% 24°k 0.46 7.54 10 yr 0.1 D.1 O.D12 0.89% 35 15 5.4 6.58 0.01 0.05 0.17 D.91 0.64 495.70 495.39 HP r n
LOT 36 DWY PIPE 0.28 76% 24% 0.46 7.54 10 yr 0.9 1.5 0.012 3.59% 35 15 10.8 13.24 0.11 0.23 0.55 5.93 0.41 500.70 499.43 HP v
LOT 27 DWY PIPE 0.07 76% 24% 0.46 7.54 10 yr 0.2 D.3 O.D12 0.94% 35 15 5.5 6.79 0.05 0.15 0.45 2.49 D.87 492.85 492.52 HP
FOXTROT CROSS 2 0.85 76% 24% 0.46 8.32 25 r 3.2 4.7 0.012 0.51% 49 18 4.6 8.13 0.58 0.54 0.99 4.56 0.59 493.25 493.00 RCP N
LOT 29 DWY PIPE O.SD 76% 24% 0.46 7.54 10 yr 0.4 D.4 O.D12 3.52% 33 15 10.7 13.11 0.03 0.0$ 0.17 1.82 0.30 491.40 49D.24 HP
LOT 12 DWY PIPE 0.02 7 5% 24% 0.46 7.54 10 r 0.1 0.1 0.012 0.79% 35 15 5.1 6.22 0.01 0.05 0.17 0.86 0.68 507.71 507.43 HP
LOT 13 DWY PIPE 0.10 76% 24% 0.46 7.54 10 yr 0.3 0.4 0.012 2.64% 35 15 9.3 11.36 0.04 0.10 0.31 2.87 0.89 506.95 506.02 HP LOT 32 DWY PIPE 0.18 76% 24% 0.46 7.54 10 yr 0.6 0.6 0.012 1.60% 35 15 7.2 8.84 0.07 0.17 0.45 3.24 0.18 495.65 495.09 HP Z F- O
LOT 15 DWY PIPE 0.08 76% 24% 0.46 7.54 10 yr 0.3 0.3 0.012 2.28% 30 15 8.6 10.54 0.03 0.08 0.17 1.46 1.23 512.59 511.91 HP LOT 31 DWY PIPE 0.54 76% 24% 0.46 7.54 10 yr 1.8 2.5 0.012 1.81% 29 15 7.7 9.40 0.26 0.35 0.82 6.28 0.26 492.61 492.08 HP m x
LOT 14 DWY PIPE 0.76 76% 24% 0.46 7.54 10 r 2.6 2.9 0.012 2.60% 35 15 9.2 11.27 0.26 0.35 0.82 T53 1.31 506.22 505.30 HP LOT 30 DWY PIPE 0.05 76% 24% 0.46 7.54 10 yr__ 0.2 2.6 O.D12 1.72% 29 15 7.5 9.16 0.29 0.35 0.82 6.12 0.34 491.67 491.17 HP Cn
100-FES-101-HW 7.39 76% 24% 0.46 8.32 25 r 28.0 31.3 0.012 0.62% 40 30 7.1 35.00 0.90 0.70 1.14 8.13 1.39 502.05 501.80 RCP N M Q
LOT 33 DWY PIPE 0.15 76% 24% 0.46 7.54 10 r 0.5 D.5 O.012 1.77% 35 15 7.6 9.30 0.06 0.17 0.45 3.41 0.17 495.70 495.08 HP
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LOT 17 DWY PIPE 0.03 76% 24% 0.46 7.54 10 yr 0.1 0.1 0.012 0.81% 30 15 5.1 6.30 0.01 0.05 0.17 0.87 0.57 512.65 512.41 HP LOT 34 DWY PIPE 0.43 76% 24% 0.46 7.54 10 r 1.5 2.0 0.012 2.51% 35 15 9.0 11.08 0.18 0.27 0.66 5.96 0.27 494.05 493.17 HP R c�
LOT 18 DWY PIPE 0.04 76% 24% 0.46 7.54 10 yr 0.1 0.2 0.012 6.42% 29 15 14.4 17.71 0.01 0.05 0.17 2.45 0.76 510.72 508.86 HP LOT 35 DWY PIPE 0.07 76% 24% 0.46 7.54 10 yr 0.2 2.2 0.012 3.69% 35 15 10.9 13.42 0.17 0.27 0.66 7.22 0.35 496.09 494.80 HP °
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LOT 19 DWY PIPE 0.14 76% 24% 0.46 7.54 10 yr 0.5 0.7 0.012 2.89% 35 15 9.7 11.87 0.06 0.17 0.45 4.35 0.90 506.68 505.67 HP 102-FES- 103-FW 6.61 760/b 240/b 0.46 8.32 25 yr 25.1 27.3 0.012 0.95% 58 30 8.8 43.29 0.63 0.56 1.05 9.26 0.45 488.75 488.20 RCP III GRAPHIC SCALE
LOT 20 DWY PIPE 0.03 76% 24% 0.46 7.54 10 r 0.1 0.1 0.012 1.51% 35 15 7.0 8.60 0.01 0.05 0.17 1.19 0.49 507.63 507.10 HP 0 100, 200' Sheet
LOT 21 DWY PIPE 0.07 76% 24% 0.46 7.54 10 r 0.2 0.2 0.012 0.91% 35 15 5.4 6.66 0.04 0.10 0.31 1.68 0.35 507.74 507.42 HP
LOT 22 DWY PIPE 0.09 76% 24% 0.46 7.54 10 yr 0.3 0.6 0.012 5.26% 35 15 13.1 16.03 0.03 0.10 0.31 4.05 0.49 504.57 502.74 HP ( IN FEET )
LOT 23 DWY PIPE 0.09 76% 24% 0.46 7.54 10 yr 0.3 0.9 0.012 3.51% 35 15 10.7 13.10 0.07 1 0.17 0.45 1 4.80 1 0.61 1 497.72 1 496.49 HP 1 inch = 100 ft. C-4. 0

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_ END OF PHASE 1
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END OF PHASE 1
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HIGH PT ELEV:509.92 PVI ELEV.-495.13
J LOW PT ELEV:506.82 K-30.00 K-30.00
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52 PVI ELEV.503.97 LVC:255.94 LVC:252.27 20
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LOW PT ELEV:497.42 PVI ELEV:501.39 LOW PT ELEV:494.70 PVI ELEV:499.81 Lu O
51 PVI STA:7+60.58 HIGH PT STA:9+78.16 PVI STA:12+15.12 HIGH PT STA: 14+29.35 10 Lu ® J M
PVI ELEVA95.13 HIGH PT ELEV:499.85 PVI ELEV:492.94 HIGH PT ELEV:498.06
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