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Home My WebLink AboutEAST HARMONY ROAD SOUTH TIMBERLINE ROAD HARMONY HALF ACRES IMPROVEMENT DISTRICT - Filed SID-SPECIAL IMPROVEMENT DISTRICT - 2004-12-21 (2)y - CLEANOUT 5' CDOT TYPE R INLET I I 3. CL STA 10+62.98 R7.34 CL STA: 9+85.25 LO.72 496CL INLET ( I I I f �I I ___ I I I 1 CLFSTA U 7+31.60 Lb. - - - - _ _ EANOUT 4964.I 3 - - - _ - - - - CL STA: +3�b1 R4.97--- �T---- ' PPE O 0.43% - - - - - - - FL - ♦963.2 �\ I \\ ll i/� ■ I i 966 rt'L 4' PIPE- - - - - ` / V 79• - 4' SOLID --- CLEANOUT------------- ----------------------- I T S EDGE INLET - '� - - I I IPE O 0.38% 4962.9 CL STA: 12+74.64 R2.06 - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - 4" PERF. -�� L STA: 13+�4.�b E�.2'l� 60SOLID• - 4" PFRF 49 �� ' L 4963.8 I i , I \ IP - - - - - _ - PIPE O 0.29X IPrO 0.33% ---- _ - ---_ --_ 4967 'I --- \-__---------- -----_---_--------------- --- I -- Cp i IL -0 1 ABA 0.22 .95 EXISTING 18� RCP (FLOW FILL) -- - -._ _ 1IP 2 / 310,59 LF 18• \ �. 18RCP RCP O 0.43Xr(- _ _ ._ --- - - -- R- R- - - �967 OT TYPE R INLET `` o ' *■6A_ _ - - -� - - CL INLET 0.68 .95 f ' 0. 7 .95 160.80 LF CL STA 13+73.26 L7.46 -- - - _ - _ 0.39 .95 L- - - - - C4_ I .. t. � t. e=�. ' R ---- - -- - i - --------- ---- 18 GATIO -- - - .. .. -_ _ -._-1 _ -\\\\1\\ ...-✓�_ - - , - __ - - \ � ) � �\ - / / � . RCP O 0 34X (Q� lRR/CAT/OK - r TRUCTURES - -- -- ,. I 1----------------- It57RUCIURE'. I -'r- _ 4966 ,-u -uric \ /�� I I ., s c, - - E REMOVE - - ES L -- ------------ .. -------------- CL SSA 14+17. 9 - 5' R __ �-- - / It- -- - _ _ _ _ - ----- -------------- w-- -- --- - - li \ oa r / _ _. _.. __ / _ - _ 6•X15•X18' TYPE L 1 t C (: g4 C �. ' r 6 i ( S l3! s > 4 );P !Q J fizz r A r7 -�a F: 0 City of Fort Collins, Colorado LIT UTY PLAN APPROVAL APPROVED: 1e City Engine r DEte CHECKED BY- , WReQc Wostewat tillty Da CHECKED BY' •'Stormwater Utility Date CHECKED BY: Parka h Recreation Date CHECKED BY. • Traffic Engineer Date CHECKED BY: Date 4980 4975 4970 4965 � S ! I� 4960 4955 ` 4950 4945 4940 50 25 0 50 100 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' PREPARED UNDER THE DIRECT. SUPERVISION OF 0100-9.10 CFS S=6% 0100 ■ 133X=12.1 CFS D-0.48. O 12.1 CFS 4 CURB CUT RI RIPRAP -- - (EX RIIRBRAP � FROM I LEGEND 10 DESIGN POINT A BASIN CRITERIA RAP 1.24 73 RUNOFF COEFFICIENT AREA IN ACRES -- FLOW DIRECTION BASIN BOUNDARY EXISTING PIPES PROPOSED INLET AND PIPE ' FLARED END SECTION SIDEWALK CULVERT EROSION BALES PROPOSED INLET LOCATION INLET PROTECTION SILT FENCE DRAINAGE SUMMARY TABLE Deskp Pant Trbutory Sub -basin Area (00 0 (10) tc (10) (min) Q(10hot WS) 0 (ice) tc (100) (min) 0(100�ot (cis) DrobSctuge /Remarks HR-OS-1 0.22 0.95 5.0 1.17 1.00 10.0 1.6 HR-1 0.39 0.95 5.0 2.04 1.00 10.0 2.7 1 HR-OS-1 R HR-1 0.60 1195 5.00 3.21 1.00 10.0 4.3 5' Type R Inlet 2 HR-2 0.68 0.95 5.0 3.59 1.00 10.0 1 4.8 5' TyDe R Inlet 3 HR-OS-i HR-1 HR-2 1.28 0.95 5.00 6.80 1.00 10.0 1 9.1 Outlet onto site HR-3 0.47 0.95 5.0 2.49 1.00 inn 1 3.3 CONTINUOUS NO. 4 BARS i 6 IN. CONTINIUOUS NO. 4 BARS -\ CONCRE NO. 3 BARS AT 3 FT. CENTERS -\ ENASEEM NT NO. 3 BARS AT 3 FT. CENTERS STORM SEWER I LINE 10 FT. MINIMUM 10 FT. MINIMUM-� WATER LINE NOTE: CONCRETE ENCASEMENT MILL BE REQUIRED ON SEWER LINE INIEN CLEAR VERTICAL DISTANCE FROM WATER LINE IS LESS THAN 1 FT.-6 IN. OR HORIZONTAL DISTANCE IS LESS THAN 10 FT. BETWEEN PARALLEL LINES. CONCRETE ENCASEMENT REQUIRED IN ALL CASES WHERE SEWER LINE IS ABOVE WATER LINE OR IS UNDER A WATERWAY CROSSING. CONCRETE ENCASEMENT DETAIL CITT OF FORT COLLM ^ SEWER CrOM>STRUCTM APPROVED: DETAL WATER AND METADATE: 6/14/90 29 WASTEWATER UT■YrY L DRAWN BY: DR, SC �21 F 3 i 1� W J w W in O to 0 W < Fg co yYj�1 >U 0) 8 i CM z oY$ �0 N Iwo � ■ ag� �v OMM a T m O CA N O co O -,a � '0an d` 00 CO0 an M Omm =..I O CD CD Cn O . ...� CD 0 W HI=. 1`11z 062 R o10 O N•M �_ d � d =1 00 N R V w -1 N W Q 0 r D] 0 r O] U r m zz O LL. U (n J ZLLJ +J a Lid LI U) `_j O0 w� (oil-z Cr J V) J _J adQ O �S 0' �O Q J O Of O = Q p 'J MQ CrL Q SHEET 9168.00 0 I - - - - - _ CLEANOUT FL 4" PIPE I - - - CL STA: 9+85.25 L0.72 AT S EDGE INLET ------ � f+-�4963�i�� .2 4962.9 I r �i CLEANOUT- - - CL STA: 7+31.60 T0.-00- - - - LEANOUT L 4964.3 CL INLET TYPE R kfvi l l CL - S 254' - 4 PERE - - - _ / 4 - - - - _ CL STA 10+68.55 6.93' RT FL - 4963.2 �\ \ I I 96> PIPE 0 0.43%� 9 - - - ` -.--.---- 46@ 79' - 4�� SOLI----------------CLEANOUT---------------- '�-- ------------s---------s----- ( -----_ PIPE 0 0.38% CL STA: 12+7- R2_06 ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4963. - - - - - - - ST 34.08 L4.27 - - - - - L 6 CLESNOU � -- ---- 74' 4" SOLID 0' " PER 1 \` 6� _ '39' 4" PERF. PIPE 0 0.33% 49 CL 4963,g3+ \\ PIPE ®0.41% k� , , - / - PIPE ®a29% / - ----- 6h�------- --- - ---4967 - - - - - - - - - - - - - - -------------------------- 10 1 � 1 .-- -ram 6 _ _ _ 0.22 ).95 4966 I EXIST. I RCP�� R- -_ - I 4985 4967 5 COOT TYPE R INLET `v _ _ c� e 34 CL INLET 0.68 .95 I 0.4 / .95 - - - 18 _ 0.39 .95 CL STA 13+73.26 7.46' LT 1 1 %(RD)------------- - - 300 2 CP�031 � -----_~� _ _ IRRIGATION -4 6 --- - - 2 --- --- TRUCTURES TO 3 // _ IRRIGAT/ON I BE REMOVED I lv STRUCTURE - ----- 4966 o t�- -Ilk w----------------- _----- 36„ ter,+ - -- --------- W- - \ RT- ------------- I pa 1 / _ I� I I / I I 50 25 0 50 100 MMMMOMI HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' City of Fort Collins, Colorado TILITY PLAN APPROVAL PREPARED UNDER THE DIRECT APPROVED: City Engine Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: Stormwater Utility e CHECKED BY: Parks & Recreatio Date CHECKED BY: Tr ngineer Date CHEC Date 4980 4975 4970 4965 4960 i 1 4955 4950 a_ 4945 \ N 0 Q 4940 C'L STA 10+56.17 170.14' RT 5'x5'x18" TYPE L RIPRAP (BURIED) J DRAWINGS OF RECORD 02/25/02 4967.1 E)OSTING GROUND ELEVATION 4969195 PROPOSED GROUND PER APPROVED PLANS 4968.31(RD) RECORD DRAWING ELEVATION RECORD DRAWING INFORMATION NOTE: - DIMENSIONS AND LOCATIONS SHOWN ON THIS PLAN ARE FROM APPROVED PLANS OR AS PROVIDED BY CONTRACTOR. wW O w Z FWN HUB UZa� � p ZUp LO Utz KZZ 0 o � - .-PRO OSFD GROUND _ rM LEGEND 10 DESIGN POINT BASIN CRITERIA (DEAREA RUNOFF COEFFICIENT IN ACRES FLOW DIRECTION BASIN BOUNDARY EXISTING PIPES PROPOSED INLET AND PIPE ' FLARED END SECTION Q - -_ -_ 300.2 LF 8RCP O 0.31 9 (RD) V66.60-LF EXIST. _ 1XR PRESSURE SEAL PIPE STA 0+ 5'x5'x 8" TYPE L 8" WATER CROSSING BURED RIPRAP INV 4958.8t.... - TOP 4959.5t 98 31 Lf 18' RCP O 3.1 CONCRETE E CASE STORM STA 0+41.40' EITHER SIDE OF CROSSING INV 4955.D _ ..... TOP 4958.0 (PER AS-BI ILTS) 0+00 1 +00 2+00 3+00 4+00 5+00 ■ SIDEWALK CULVERT $B �� EROSION BALES PROPOSED INLET LOCATION IP INLET PROTECTION O SILT FENCE DRAINAGE SUMMARY TABLE Design Point Tributary Sub -basin Area (ac) C (10) tc (10) (min) Q(10�ot (cis) C (100) tc (100) (min) Q000)tot (cis) St�ructge urre /Remoft HR-OS-1 0.22 0.95 5.0 1.17 1.00 10.0 1.6 HR-1 0.39 0.95 5.0 2.04 1.00 10.0 2.7 1 HR-OS-1 & HR-1 0.60 0.95 5.00 3.21 1.00 10.0 4.3 5' T e R Inlet 2 HR-2 0.68 0.95 5.0 3.59 1.00 --E9.1 10.0 4.8 5' T e R Inlet 3 HR-OS-1 HR-1 HR-2 1.28 0.95 5.00 6.80 1.00 10.0 Outlet onto site HR-3 0.47 0.95 5.0 2.49 1.00 10.0 3.3 4975 4970 4965 4960 4955 4950 4945 4940 6 IN. CONTINUOUS NO. 4 BARS NO. 3 BARS AT 3 FT. CENTERS 6TIN. . CONTINUOUS NO. 4 BARS CONCRETE ENCASEMENT NO. 3 BARS AT 3 FT. CENTERS STORM SEWER - � LINE 10 FT. MINIMUM 10 FT. MINIMUM WATER LINE NOTE: CONCRETE ENCASEMENT WALL BE REQUIRED ON SEWER LINE WHEN CLEAR VERTICAL DISTANCE FROM WATER LINE IS LESS THAN 1 FT.-6 IN. OR HORIZONTAL DISTANCE IS LESS THAN 10 FT. BETWEEN PARALLEL LINES. CONCRETE ENCASEMENT REQUIRED IN ALL CASES WHERE SEWER LINE IS ABOVE WATER LINE OR IS UNDER A WATERWAY CROSSING. CONCRETE ENCASEMENT DETAIL CITY OF FORT COLLRI8 SEWER CONSTRUCTION APPROVED: DETAIL WATER AND DETAILSDATE: 6/14/90 AA or ram: coved WASTEWATER UTILITY DETAILS BY: DR, SC !7 a -i 255 Z 0 W U Z G Z O W it w J O 0' U O M a W Q W N W U Q z to VI W 7 Q r W w m U O F 0 w N N Z W O O F U 0_ O 0' 0_ N J Q w a a o z Of w a n Q Of J Z co U>z Fo <0 << a �O � �o�w o� cm nwZ z0 CV 0n ZOYM Fj jO QW � moza Z Or N W co �� w� r m 0 �LO a) L0 (::D CIO bb 0 co CO •►'1 U OHO rl 0. F�1 o O CD • y W CJ M O) M O CY2 w CO O > Cc (s. EC 4 ~ r') � N } J -ill I 0] Y w a 3 - a� o_ V) E L O 0 F- V) z of O O O U to > T U Li C Z of 0 E a o of 2 o > U of Of O � N Z o O °" a- � a- - e C) _> 00 W } } } J I� m CD m < U w = � U O Y- 0 ILL- N 0 F- Z� W5 J LLI ? L j m V) I LLI M Q () �Q OLd Z J_V) _1 LL J -5 �0 `0 Q z L d F- 00 coo X Q Z M Z Q O 0= �Q _1 � of a a o a 2 SHEET 5 F 1 JOB N0. REV 9168.00 0