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HomeMy WebLinkAboutC-203_Private Road B Utiltiy Plan V1APPROVED 0910&22 I I � D1 CB 12 D1 D1 CB 14 D2 STA: 15+95.71, 25.00' L STA: 17+09.39, 25.00' L D6 CB 10 RIM: 2573.67 RIM: 2574.26 STA: 15+09.00, 25.00' L I INV IN: 2570.24 12"(S) INV IN: 2570.91 12"(W) D 1 CB 1 s RIM: 2573.23 I INV IN: 2569.35 12"(N) INV OUT: 2570.81 12"(N)_ STA: 18+49.98, 25.00' L- - - INV IN: 2569.88 12"(W) I INV OUT: 2569.25 12"(W) - -- _ \ RIM: 2574.70 INV OUT: 2569.78 12"(S) D 12 - - INV IN: 2571.36 12"(W)- �, ' r INV OUT: 2571.26 12'(S) 1 D2 -7- - 00 + N �'LE�r P) Im r� D 9 L / r - Lo o I D14 DMHo3 D13 -- - - / J /E Q U STA: 15+95.71, 0.00' R D2 / N W1 W2 D 1 D 10 RIM: 2574.07 1 D7 D 10 LU w 15 00 INV IN: 2570.42 12"(W) 0 17+00 - W 18+OiT W z = - - - INV IN: 2569.13 12"(E) - I - - w _ - J D1 INV OUT: 2569.03 1 257 to 4 - ' 25�5, cn s. < W 2 �� D5 D3 PRIVATE ROAD g ` co Lu d STA: 15+09.00, 25.00 R _ \ LL I I-- ' L - RIM: 2573.14 3/d-T INV OUT: 2570.13 12"(E) f s w ll O 7-' D1 g 11 STA: 15+95.71, 25.00' R , - D1 CB 13 ' STA: 17+09.39, 25.00' R SEE SHEET C-207 \ D1 CB 15 / STA: 18+49.98, 25.00' R , RIM: 12-() INV OUT: 2570.55 12"(E) -' I I RIM: 2574.26 INV OUT: 2571.16 12"(E) m RIM: 2574.60 INV OUT: 2571.61 12"(E) 2585 2580 2575 2570 2565 2560-�- 15+00 15+50 16+00 16+50 17+00 WATER NOTES 17+50 W1 8"x8" CROSS W/ (3) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 STA: 17+46.25, 6.00' L W2 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. SANITARY SEWER NOTES St SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. 18+00 18+50 DRAINAGE NOTES as D4 D8 - ---I �i i µ236 LF 8" / W ' 19+00 { -F - - ID 3� D 10 19+00 D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED D PER ACHD BMP-20 DIMENSIONS: 10'x78'x4.5' DEEP STORAGE VOLUME= 1,477 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 BOTTOM OF BED: 2566.00 BOTTOM OF SAND: 2564.50 D4 SEEPAGE BED E PER ACHD BMP-20 DIMENSIONS: 10'x54'x4.5' DEEP STORAGE VOLUME= 1,026 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR OP OF BED: 2571.50 BOTTOM OF BED: 2567.00 BOTTOM OF SAND: 2565.50 D5 1000 GAL. SAND AND GREASE TRAP D PER ISPWC SD-624. INV IN: 2569.40 INV OUT: 2568.55 INLET BAFFLE EL. 2568.80, OUTLET BAFFLE EL. 2569.30 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION 0 L0 + 7t/ Q U 2585 2580 2575 2570 2565 -�-2560 19+50 ('�uIB 771-7-0111, J-U-B ENGINEERS, INC. U Z J N If .O co r HORZ 0 20 40 W C) C° O W v p ch -6 Z Lu N VERT 0 5 10 ) ai 3 W SCALE IN FEET o m � N o' 00 SS\ONAL E F �\GENSFNC/y o z W 6 oL QH 09 vTf (Vfn) OF S. s z o .N`O� 7/14/2022 Ds 1000 GAL. SAND AND GREASE TRAP E PER ISPWC SD-624. INV IN: 2571.20 INV OUT: 2570.35 INLET BAFFLE EL. 2570.60, OUTLET BAFFLE EL. 2571.10 D7 78 LF 18" PVC @ 0.00% (PERFORATED) D8 54 LF 18" PVC © 0.00% (PERFORATED) D9 114 LF 12" PVC Q 0.50% D10 48 LF 12" PVC © 0.50% D11 12 LF 12" PVC Q 0.50% D12 86 LF 12" PVC © 0.50% D13 24 LF 12" PVC ® 0.50% 14 48" CATCH MANHOLE PER ISPWC SD-611 tu) o Z w � F � � �l w W U ') . . ¢ It 0 a2"mW ¢ J O 1 W d O Z F z¢�mow m LL o,n3mx c7H?O}w z<9, m ZJ z EQ iao W o g eNRZo Ln LL }} O Z= H OU F W ZO wy �HO W JZmJ LL [[ w w O H r J w 0� 2 ; it 0 J J ¢=� W �O w z�m�F o Fww0x3 w>��o w m 3 z =afznN ww Jwit m�Izo Om¢m Lu Lu J IY LL_ ::D� U o z pC U) Q LLJ z �� g Q LL ~ zLu C/) > ~ zJ m m Lu Q O Ir Ir W w =D Q O rr 0- FILE: 10-20-143 C-202 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE E INCH AT FULL SIZE, IF NOT ONE INCH ALE ACCORDINGLY LAST UPDATED: 7/12/2022 SHEET NUMBER: C-203