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HomeMy WebLinkAboutC3.3_Drainage Plan 5 NAL F m N � \GENSF� O16970 a_ 4-10-24 c~_� nO,A/qTF OF U) L 0 30 60 120 180 U Fn J SCALE: 1" = 60' Y� V) Qf Ld F- V, \\ \ \ \ \\ \ \ \ \ \\ \ \ _ \ \ \ \ \ \ \ \ t \ �� J \ \ CONSTRUCT BORROW DITCH v \ \ \ \ AROUND TEMPORARY TURNAROUND. \ \ \\ \ \ \ \ \ '• \ \\ \\\ \ \ \ \ \ SEE DETAIL 4 SHEET C9.0. \ \ \ \ \ \ �� \�\�� \ \ STRUCTURE TABLE L3 La o M c 00 LL.o \ \ \ \ \ \ \ \ \ \� �\ �� \ \ \ \ \ \ kD CO �, ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BLOCK 6 \� \\\ \ T \ \ \ \\ \ X p c z \ \ \ \ \ \ \ \ \ \ \ \ \ STRUCTURE NAME: DETAILS: rn O \ \ \ \ \ \ \ \ \ \ \ ;.dQ �� \ `\ate\ \ \ ti \ \ \ `\ \ \ m LLi , cn \ \ \ \ \ \ \ \ \ \ •'� _:; \ \ \ ` \� \ \ \ \ \ RIM=2706.25 U) u 00 N g \�� \\\\\ \ \ \ \�\ CB 1A 12 INV OUT=2703.53(W) O \ \ \ \ _°a \ \ o\ # " u `\\\�\ ` ro \ RIM=2706.24 CB #6A \� \\�\ \ \ \ CB #18 12 INV IN=2703.29(E) 7 �.o. \ \ Q25=1.51 CFS \�C, \ \ \ \ \ \ \ 12" INV OUT=2703.29(W) °' O \Q100=2.10 CFSCB #2A\\ \ \ \ \ \ \\ RIM=2708.75 \ : 0 27/ 4 „ 12 INV OUT=2706.25(S) v) \ \ \ \ 2 t29 LF 12 PVC ® 1.00% U) \ \ ` \ / \ \ \ \ \ \ RIM=2708.75 \ \ �� '`/ \\ \ \ \ \ \ \ \ \ \ \ CB #26 12" INV OUT=2706.25(N) w \ \ f 17 LF 12 PVC ® 4.60% \ \ \ \ RIM=2698.35 \ \ \ \ \ \ Q25=1.67 CFS \ \ \ \ I \ \ CB #3A oz \ \ \ \ SSG TRAP #6-1 \ \ \ \\ \ \ o 0 \ \ \ \ \ d \ \ \\100=2.33 CFS \ \ N \ \ \\ \ 12" INV OUT=2695.85(NE) N N \ \1 '\ \ i i \ \ �� \ \ \\\\ \ \ \ - W N N ` RIM=2698.46 a o ~ \ ` �, / \ \ �>> \ \ \2 \\\\\ \ \ \ CB #3B 12" INV IN=2695.61(SW) ° N \\ \ ` `\ t103 LF 18" PVC ® 0.00% \ 12" INV OUT=2695.61(N) ID i \ R r \ \\ \\ ACHD SEEPAGE BEDD #5 \\ \\ \�j'o\\\ \N �\ \ \\\ \ \ \\ ,\\\�\\ _ \\ \\ \ \\ CB #4A 12" INV OUT 2691.50 N z \ \ \ 12 Wx56 Lx8 D \ ; \ \ \ \ \ \ \\\ \\ \ \ \ r \� \\\\\� ( ) Z ov \ \ 100-YR VOL=2,618 CF o \ C \ \ SEE DETAIL 1 SHEET C9.2 / \ \ „ \ \ \12 \ \ \\ \ \ � \ \ RIM=2694.05 g \ \ \ \ a \ \ \ \ \ \ \ ` - - - _ \ \ CB #4B 12 INV IN=2691.27(S) LL ACHD SEEPAGE BED #6 \ \ Lli \ \ \ \ \ 4\ \ \ \ 12" INV OUT=2691.27(N) Q , � 12'Wx97'Lx11'D \ \ � SG TRAP 5-1 � \�` o a O i \ # `\ \ 100-YR VOL=5,930 CF \ \ \ \ z z SEE DETAIL 1 SHEET C9.2 2713 \\ n d \ \ \ \ \ CB 5A RIM=2696.96 0 C Q z CB #5B \ \ \ \\ \ \\ \ \ \ \ \\ \ \\ I # 12 INV OUT=2694.46(NE) a Q g o 025=0.95 CFS `. \ \ \ \ \\J \ \ \ z \ \ Q100=1.33 CFS f65 LF 18" PVC 0 0.00% \ 1 \ \ \ \\\ - ` I RIM=2696.96 U) J .�,�o\ \� , \\ \\ I\ CB #56 12" INV 12" INV OUT�2694.23(NE) ° N z f23 LF 12" PVC 0 1.00% \ \ rn \ � N t17 LF 12" PVC 0 5.28% \ \ `�'\ y �\ \ 1b \ \ \ \ \ \ \ CB #6A v w \ \ \ \ \ \ \ \ \\ 1\ 2� \ \ \ BLOCK 6 / °' .o.\\`� '�� \ \ \ 12 INV OUT=2708.93(SW) a Q w J \ \ \ \ \ \ \ LLI \ \ \ 2 / }\\\\\ ` \ \ \\ RIM=2711.46 z / \ CB #5A `\ \ \\ \ \\ N \ \ 2� \ \ o n \�\ / \ \ \ 12" INV OUT=2708. W �^ �6 ` CB #6B 12" INV IN=2708.64(NE) o / \ Q25=0.44 CFS 64 S \ Q100=0.61 CFS ( ) o Q G EG �� \ : BLOCKS \ / d�a� \ \ \ \ \ \ \ / / \, \ \ I RIM=2708.91 z fG �,�/� \� ��$ �\ �° \ \ \ \ _ 12" INV IN=2706.18(N) > N \ \ o \ \ \ \ \ \ SDMH #2 1 12" INV IN=2706.18(S) Lu G fG \ a \ \ \\ 9\ \`r \ �° tip^ I \ \`� \\ \ \ o R \ \l \ \ \ `\ y \ 1 \ \\� \ \ 15 INV OUT=2705.93(W) F0+ 0 \ . \ \ \ \ \� v \ \\ \ \ DESIGNED: C. GRAHAM o RIM=2709.03 ACHD TEMP SWALE #7A \ \ o SDMH #2-2 15" INV IN=2705.47(E) DRAWN: L. HAASE Li ACHD TEMP SWALE #7B \ .r \ \ \ I \ \ \ 15" INV OUT=2705.47(N) c / TOP DIMS=16 Wx42 L \ J \ \ 8\ w TOP DIMS=12'Wx42'L s \ \ \ \ \ \� \ ® \\\C` \ \ \ \BOTTOM DIMS=4 Wx30 L DEPTH=1.50' BOTTOM DIMS=4 Wx30 L \ 0 2\ \ N� \ \ \ 9��\ \ \ \ \ RIM=2706.84 APPROVED: C. GRAHAM 100-YR VOL=437 CF m DEPTH=1.00' \ \ 26g9 \` / �\ \ \ \\ \ \�� \ \ \ \ 18" INV IN=2701.00(W) SEE DETAIL 3 SHEET C9.2 � \ � a \ \ \N \ �. • \ � SG TRAP #1-1 12" INV IN=2701.85(E) 100-YR VOL=204 CF \ \ m SEE DETAIL 3 SHEET C9.2 \ \ ' - o BLOCK 5 7 \ \ �, // �,�F�� \ \, \ RIM=2710.73 _ ` _ _-� \ " 9� \ o \9��� �\ \ SG TRAP #2-1 15" INV IN=2704.35(s) PREPARED FOR: _ _ / \\ . \ N \l3 \ \\ \ \\ \\ \ I ; I \\ \\\ \\ 18" INV OUT=2703.50(W) G20 LLC � II W ` \ \ \ \ \ \` PO BOX 593 w e° \' . R I \ �� \ \ \ ,�^ I 2715 \ \ \ RIM=2699.04 - - - _o _ / _ ►` \ �o���p�s \ \ \ `�' SG TRAP #3-1 12" INV IN=2694.85(S) EAGLE, ID 83616 �� 18 INV OUT=2694.00(N) Q IiI I BLOCK 3 / ACHD SEEPAGE BED #3 \ 2 \\ \ \\ s \ /;/ / u T \ \ \\ \'e \� 3 15 Wx64 Lx8 D �Op \ 4 ACHD SEEPAGE BED #2 LL i / �� \ \ RIM=2694.39 III Q BLOCK 4 100-YR VOL=3,738 CF \ h `� \ �� SG TRAP #4-1 12" INV IN=2690.85(S) 15 Wx95 Lx8 D ^ � � J III I / SEE DETAIL 1 SHEET C9.2 \° \ \ N I BLOCK 7 ° �F �� 18" INV OUT=2690.00(E) 100-YR VOL=5,547 CF �, o \ G � N 4 I ±70 LF 18" PVC 0 0.00% I° \ jii�\ SEE DETAIL 1 SHE I N \ \ a I \vi a'\ Y 269 h \ \ \ �\ RIM=2697.33 ACHD SEEPAGE BED #4 q // \ \\ I' �j� \ �� \ \ „ `LSO `O 3 4. 5 6 ', ' I r / \ 1 S \ \ \ SG TRAP #5-1 12 INV IN=2693.35(SW) 12 Wx72 Lx8 D ti \ I� \\ \ \ ' 1 \ \ 2 \ N \ 18" INV OUT=2692.50(NE) SG TRAP #4-1 II I 2 100-YR VOL=3,368 CF I \ II��I\ ` -�\ \I I I\ w I I / SEE DETAIL 1 SHEET C9.2 �6 0� SG TRAP #3-1 \ \ \\l N I\ ?>>p SG TRAP #2-1 I Q25CB #1 52 CFS \\ \ \ \ RIM=2711.71 ~ - ® / ti6 ti6 I I ® \ \\ / �I � Q100=2.11 CFS \ \?) \ SG TRAP #6-1 12" INV IN=2707.85(NE) t 17 LF 12" PVC ® 2.47% / t 18 LF 12 PVC 0 4.15% \\\ // t 108 LF 18" PVC ® 0.00% I \ „ , fit �� - - - - - - ` \ I � \ � 18 INV OUT=2707.00(SW) > - - - - - - - - _ - , t 15 LF 12" PVC ® 0.50% \\ \\ O \ CB #48 t78 LF 18" PVC CAD 0.00% �- O Q25=0.77 CFS a �- - - -�-� W.JASPER STREET - ~ - CB #3B ~- _ _ -� - \ ®®® SDMH #2-1 ` z Q100=1.07 CFS O �- �Q25=1.13 CFS � F \ ,� - - - - W.JASPER STREET-- - 1 O ±47 LF 15 PVC 0 2.37%' 0 �- z 0100=1.58 CFS z z w f23 LF 12 PVC ® 1.00% O / I SDMH #2-2 ` \ O J Q I I Q25#1 03 CFS # BLOCK 2 t8 LF i 12" PVC ® 0.87% \` J CB 3A ±25 LF 12 PVC ® 0.93% \ .. w Q100=1.44 CFS // BLOCK 2 Q25=0.87 CFS - - t92 LF 15 PVC ® 0.50% CB #28 \ \ - = Q100=1.21 CFS Apo �� �� a� I� I \ Q25=1.45 CFS \ BLOCK 1 \ `L orn o� o� I :1 I I \Q100=2.03 CFS \ \ \ \ \ ? z Lu > W V 20 / 19 8 1 7 1 5 1 3 1" 11 10 9 �8 - \ 6/ 5 4 I/ :; I I o \ \ 3 \ 4 \ \5\ I \ 5 Ilp \ I m G Q ACHD SEEPAGE BED #1 I I \ I ` \ \ ''' \ w Z g8'Wx42'Lx8'D I I I © 1 I \\ o\` `�\ \N� \ N \\04 I �\\ (� \ `v `v `� `� 100-YR VOL=1,067 CF I.a CB #1B I \ / �2�05 04 \ N �N \ 2>>0N a Q25=0.28 CFS 1 \\ \\ \ \\ � SEE DETAIL 1 SHEET C9.2 � � z J Qce 100=0.39 CFS O Q 2701 2702 2710 -�r - - - < _z - - < - - - - - ±48 LF 18" PVC 0 0.00% < --0 -- - - �- < - J cn EP - - - - - -� - - FP- - - �- - - _ - - - - Y - - -EP - - - �E - - �P - -�E� - - - - - - - �� - - -E� - - - - - O - _ - - - - - - - - - -W. AMITY ROAD- - - - s -- Q25=0.29 CFS - -E - - - FP- - EPTB TD P E� EP EP EP - - - - - - �Q100=0.40 CFS- - - - - - � ~ T OHP GHP OHP cHP O P GHP SG TRAP #1-1 t48 LF 12" PVC 0 0.50% U t 12 LF 12" PVC 0 12.00% a g N Q C N V)i CSW PROJECT NO. 19022 J ODRAWING DATE 04/10/2024 0 C a w a U C3 . 3