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Home My WebLink AboutR-386914FILTENRA QEiNOTES a KTU%%A 09 mff CAR%wymwv��wfww WWWWWWWWWO& AIL,L mff IE II ALi0011101 OF TM CFFLM fa.7imm 10 sm ws JW01A apww1:=1v#m Pwwm slimpmeam n"=(l14 x 9141 TREE QMTE PCM& MWM= WW VAW4) N.T.Q. 177----2 FILTERRA UNIT #1 FILTERRA UNIT #2 IMiM�OR PL01140011aft FILTERRA UNIT 03 ALL )IIIb AL PVG STRUCTURE N) #1 STRUCTURE ID 02 'STRUCTURE N) #3 WkTER QUALITY FLOW RATE (ds) 0.017 A$- 0.034 low w 0.031 PEAK FLOW RATE (<1 ck) li- in Lis Alk-ol- 0--. s I PEAK FLOW RATE (<1 ds) 0.24 PEAK FLOW RATE (<1 ck) 0.219 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 REQMV 604XA INFILTRATION RATE 35 REqUIRED MEDIA INFILTRATION RATE 35 REqWW MEDIA WILTRATION RATE 35 POE DATA: I.E. I MATERIAL 01Ah0ETER PIPE DATA: I.E. MATERIAL POPE DATA: I.E. MATERIAL -11- Clio OUTLET 2LW 416.15 1,PVC.SCH.4C 4" OUTLET STUB 427.50 PVC.SCH. mom= 2U.U&T STUB 429.63 PVC.SCH.40 It* isov CUM OPENING ORIENTATION FRONT CURS OPENING ORIENTATION FRONT CURB OPENING ORIENTATION FRONT . ,; �Wifbi� Ajff 419.65 TOP OF CURB ELEVATION 431.00 TOP OF CURB ELEVATK)N 433.13 -41-a4 AND GUTTER, COR STD PLAN Fool PIVOT POINT GRADE MATCH EXISTING GRADE A 2. -Ni - -4t 0 0 0 00 0 0 C) 0 2.0%'ffi- FILTERRA UNIT #1 FILTERRA UNIT #2 IMiM�OR PL01140011aft FILTERRA UNIT 03 ALL )IIIb AL PVG STRUCTURE N) #1 STRUCTURE ID 02 'STRUCTURE N) #3 WkTER QUALITY FLOW RATE (ds) 0.017 WATER QUALITY FLOW RATE (ds) 0.034 WATER QUALITY FLOW RATE (cfe) 0.031 PEAK FLOW RATE (<1 ck) 0.135 PEAK FLOW RATE (<1 ds) 0.24 PEAK FLOW RATE (<1 ck) 0.219 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 REQMV 604XA INFILTRATION RATE 35 REqUIRED MEDIA INFILTRATION RATE 35 REqWW MEDIA WILTRATION RATE 35 POE DATA: I.E. I MATERIAL 01Ah0ETER PIPE DATA: I.E. MATERIAL POPE DATA: I.E. MATERIAL TER OUTLET 2LW 416.15 1,PVC.SCH.4C 4" OUTLET STUB 427.50 PVC.SCH. 4## 2U.U&T STUB 429.63 PVC.SCH.40 4" CUM OPENING ORIENTATION FRONT CURS OPENING ORIENTATION FRONT CURB OPENING ORIENTATION FRONT TOP OF CLW40 ELEVATION 419.65 TOP OF CURB ELEVATION 431.00 TOP OF CURB ELEVATK)N 433.13 to Im 10KNOSPAW n am ff^ma PUBLIC WORKS DEPARTMENT PIP* ALL mk�� CENTERLWE OF ROAD IMiM�OR PL01140011aft ALL )IIIb AL PVG 2r arm" Am. awc. emu) IV ym I Pvc wee. sftw)) PRO RM VAKL Pc mom w6c. 04kqm 21" PaMsmaw NIS 1. As a iI loon Immorohnsol In to plvmrowi df 4fm "IN NMI. y", molook 4""'Ime plo"m ft 2. TIN L WAd"L ftWMW dW " 10 WNW Un ar' ftSoleffift aiyl %a* is aim "Now orr mmm%m to 2s waamom. ift" a i r lift NITER plpa Is OWN" m dirt mmoftin Vft son" 3. The row"m depth ibumn to 6**Nd 9=0 40 Ow 4w ad POP ft%mt 0.0 be Ir. 4. Mw is and pub mAi be knioded vM:bw 4w4p deem. S. The Phosed ftm Goolmn mor Inn a mwaded low, mind Ow wok mer be doped of a mob d W ori. 4. The apominak0be mommommeds0malfavefilwpossedMom, algin. 7. Al ~ h"_." j*#njftdLftd ~ftLbnb hWbM 8. A& goods *0 andto jn nor is ��drs. aw inaw Mail go n1WAA NOW ALA PLAN - affisAa A� ATM VTM I L MARCH 2008 CNELAN CREEI( PUD A PNTWN OF SE 1/4 W V4 iECT1011 10 T 23 L RANGE 5 E.9 Ak � m ��-T w A aa�vwt Aft WLL-- wwTON CONSTWX Mom me DUAU LUA • 06 067 351 PUBLIC ROAD RIGHT OF WAY (TRACT `0B*) A ASPHALT CONCRETE CURB AND GUTTER PAVEMENT CLASS B CRUSHED SURFACING PER DETAIL, SHEET C13 4m COMPACTED TOP COURSE 20 GRAVEL 4w DEPTH MINA" COMPACTED DEPTH COMPACTED MINIMUM MIN" DEPTH NTS 22' & 25' TRACT "Am CENTERLINE OF DRIVE 1.01 10, 10, uj VERTICAL CEMENT OCONRETE uj CURB AND GUTTER PER DETAIL CD ,2. SHEET C13 I Ai^ - A 4i ;tFi ell 0-0-0-0-0-0 �%-'o 0 NJ 0 %J 0� n 0 0 0 0 0 0o Taoonon000 0 - 0 0 0 OV CURB 2. ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFAC!INGG 0�" " COMPACTED TOP COURSE 2m GRAVEL BASE 4m DEPTH MINIMIJ COMPACTED DEPTH COMPACTED MIN" DEPTH 111111= vAw -------WAY SATE A 19& A&AEL'i lift a N.T.S. 0.5 1 91 (0.5' no 26' TRACT "C" CENTERLINE OF DRIVE 10' 0.5' VERTICAL CEMENT CONCRETE CURB AND GUTTER -,2.0% 0,000 00 00 00 00 -o- 0 0 7 �c) ,,-- 0o0 0c; ouo0�00_00_�4-0?c ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFACING 4" COMPACTED TOP COURSE 2m GRAVEL BASE 4" DEPTH MINI" COMPACTED DEPTH COMPACTED Mm" MOO" DEPTH TWT V ® SAY MATE Alta ka N.T.S. EXISTING 84' ROAD RIGHT OF WAY ) 1 4.5' 1 4 THICK CONC. SIDEWALK (6" AT DRIVEWAYS, SEE SHEET C13) CURB AND GUTTER PER DETAIL, SHEET C13 11/ CENTERLW OF ROAD 5s 59 1.51 30.50' ±32' 10 40 THICK z 2' ;z EXISTING DITCH CONC. SIDEWALK uj uj 31: PROFILE GRADE AND PIVOT POINT uj 2.0% o N o ca I I M I 5=1 I 1=- I I Itl I I 1 Ed I 1 0 11= F11= I I I I I I I rT T--.-.-.TTT----7TT--,I I I I I I I I I 1=1 I 1=1 2.0%T=l I 1=1 11= I 1=1 I 1=1 11=1_I= I 1 I =1 I =1 I =1 1=1 I 1=1 I 1=1 I I=- 1-111-11 El I 1--111-1 I- I --11 GRAVEL BASE 10* -J COMPACTED DEPTH WN#" CRUSHED SURFACING TOP COURSE 20 COMPACTED DEPTH MIN". ASPHALT CONCRETE PAVEMENT CLASS B 2* COMPACTED DEPTH MIN11" OIIMALL Aft N.E. 4 N.T.S. CALL 48 HOURS BEFORE YOU DIG DIAL 811 c � : r 386y � � S I tvTq11A S A_, -)3 p42841 �'6`1 S T /OA(A L EN Lle�1� �S - CENTERLWE OF ROAD 0.5 0.75', (10. 14' 14' 4.5' 0.75 4m THICK CONC. SIDEWALK y. ER COR STD PLAN VERTICAL CEMENT CONCRETE CURB' PROFILE GRADE AND RIES F005, F007 AND GUTTER, COR STD PLAN Fool PIVOT POINT GRADE MATCH EXISTING GRADE ,tc2.O% 2. -Ni - . . . . . . . . . . . 00 0 0 0 00 0 0 C) 2.0%'ffi- A ASPHALT CONCRETE CURB AND GUTTER PAVEMENT CLASS B CRUSHED SURFACING PER DETAIL, SHEET C13 4m COMPACTED TOP COURSE 20 GRAVEL 4w DEPTH MINA" COMPACTED DEPTH COMPACTED MINIMUM MIN" DEPTH NTS 22' & 25' TRACT "Am CENTERLINE OF DRIVE 1.01 10, 10, uj VERTICAL CEMENT OCONRETE uj CURB AND GUTTER PER DETAIL CD ,2. SHEET C13 I Ai^ - A 4i ;tFi ell 0-0-0-0-0-0 �%-'o 0 NJ 0 %J 0� n 0 0 0 0 0 0o Taoonon000 0 - 0 0 0 OV CURB 2. ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFAC!INGG 0�" " COMPACTED TOP COURSE 2m GRAVEL BASE 4m DEPTH MINIMIJ COMPACTED DEPTH COMPACTED MIN" DEPTH 111111= vAw -------WAY SATE A 19& A&AEL'i lift a N.T.S. 0.5 1 91 (0.5' no 26' TRACT "C" CENTERLINE OF DRIVE 10' 0.5' VERTICAL CEMENT CONCRETE CURB AND GUTTER -,2.0% 0,000 00 00 00 00 -o- 0 0 7 �c) ,,-- 0o0 0c; ouo0�00_00_�4-0?c ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFACING 4" COMPACTED TOP COURSE 2m GRAVEL BASE 4" DEPTH MINI" COMPACTED DEPTH COMPACTED Mm" MOO" DEPTH TWT V ® SAY MATE Alta ka N.T.S. EXISTING 84' ROAD RIGHT OF WAY ) 1 4.5' 1 4 THICK CONC. SIDEWALK (6" AT DRIVEWAYS, SEE SHEET C13) CURB AND GUTTER PER DETAIL, SHEET C13 11/ CENTERLW OF ROAD 5s 59 1.51 30.50' ±32' 10 40 THICK z 2' ;z EXISTING DITCH CONC. SIDEWALK uj uj 31: PROFILE GRADE AND PIVOT POINT uj 2.0% o N o ca I I M I 5=1 I 1=- I I Itl I I 1 Ed I 1 0 11= F11= I I I I I I I rT T--.-.-.TTT----7TT--,I I I I I I I I I 1=1 I 1=1 2.0%T=l I 1=1 11= I 1=1 I 1=1 11=1_I= I 1 I =1 I =1 I =1 1=1 I 1=1 I 1=1 I I=- 1-111-11 El I 1--111-1 I- I --11 GRAVEL BASE 10* -J COMPACTED DEPTH WN#" CRUSHED SURFACING TOP COURSE 20 COMPACTED DEPTH MIN". ASPHALT CONCRETE PAVEMENT CLASS B 2* COMPACTED DEPTH MIN11" OIIMALL Aft N.E. 4 N.T.S. CALL 48 HOURS BEFORE YOU DIG DIAL 811 c � : r 386y � � S I tvTq11A S A_, -)3 p42841 �'6`1 S T /OA(A L EN Lle�1� �S -