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HomeMy WebLinkAboutKECHTER ROAD IMPROVEMENTS - Filed STR-STREETS - 2012-02-02a% N REM STREET IMPROVEMENT PLANS K ECTH ER ROAD IMPROVEMENTS PREPARED •1 PROJECT CITY OF FORT COLLINS ENGINEERING DEPARTMENT STREET OVER SI ZI N G PROGRAM NOTE: The City of Fort Collins roadway designs prepared by the MCCLELLAND x NOT lO SCALE IONNSIiP 7 NORIN RANGE M NEST Resw has been given to assemble the FEBRUARY 2002 the permission by the following Professional Engineers responsible for the approved plans: KECHTER ROAD IMPROVEMENTS r= nninPPrinn_ MCCLELLAND CHANNEL REALIGNMENT prepared by CHANNEL IMPROVEMENTS prepared by Northern Northern Engineering, and WILLOW BROOK INDEX TO DRAWINGS: KECHTER ROAD IMPROVEMENTS NORTHERN ENGINEERING 1 COVER SHEET AND GENERAL NOTES 2 EXISTING CONDITIONS AM 3.0-3.3 GRADING AND EROSION CONTROL PLAN 4 DRAINAGE PLAN 5-8 KECHTER ROAD PLAN AND PROFILE 9 INTERSECTION DETAILS 10-16 KECHTER ROAD CROSS —SECTIONS 17 STRIPING PLAN 18-18.2 STORMSEWER PLAN AND PROFILE 19 EXISTING KECHTER ROAD WATERLINE 20 PROPOSED KECHTER ROAD WATERLINE 20A 24" WATERLINE CASING PLAN AND PROFILE 21 —23 DETAILS MCCLELLAND CHANNEL REALIGNMENT WEEKS AND ASSOCIATES S1 BOX CULVERT PLAN S2 BOX CULVERT DETAILS AND NOTES CITY OF FORT COLLINS, COLORADO TRANSPORTATION SERVICES - STREET OVERSIZING PROGRAM City of Fort Collins Weeks & Assoc., prepared by TST, Inc. MCCLELLAND CHANNEL IMPROVEMENTS NORTHERN ENGINEERING M1 MCCLELLAND CHANNEL PLAN AND PROFILE M2—M3 GENERAL DETAILS WILLOW BROOK X TST, INC. 1 INDEX TO PLANS GENERAL NOTES VICINITY MAP 51 A-51 B SIPHON "C" 1 8" IRRIGATION WATERPIPE 78-80 STREET PLAN AND PROFILE 82 GRADING PLAN / ULTIMATE DESIGN 83 SIGNING AND STRIPING PLAN ULTIMATE 84-86A CROSS —SECTIONS 88-89 STREET DETAILS 90-91 STORM SEWER AND EROSION CONTROL DESIGNED BY: DRAWN BY: � APPROVED BY: NA I NA SCALE: DATE: CHECKED BY: DATE: NA 102-01-02 ,, rxL anon NO,IF7GilON cono+ of canRAoo 1-800-922-19�8ryp7 «R 534-6700"DETNE1t CALL 2 BUSINESS DAYS RI ADVANCE BEFORE YOU M. GRADE. OR IXCM'AlE FOR ME MNtIQJG OF UNDERGRWND MEMBER UIIUIES. ECTHER ROAD IMPROVEMENTS PROJECT COVER SHEET C-1 259 4 - is -----_---------- ----------- CORNER a II STA 10+00 n INTERSECTION DETAIL SEE SHEET 9 PROPOSED zIEt.1 ER I I �� l{ ROAD CUL r �I (SHEET 18)U 1 I BYIOTHERS MPROVEMENTS ill lid t (� N: N LI �I - PROPOSED IRRIGATION SYSTEM \ \ EXISTING EDGE \ OF PAVEMENT 1 PI STA. 12+54.85 EXISTING ROW \ OFFSET 38 FT L \) - LINE \\ \\ `0 \\\ O POWER BE F"\ EXISTXAG FENCE %%% OF Du nNG L S kW N TO BE RELOCATED \ \ � OR TO vawI ' \ PRIOR TO CONSTRUCTIOIA - - - - CENTERLINE MPCRSTA. KECHTER ROAD - - _ _ QQ((SECTION LINE o +(SHEET 18) RFSET- SAME STATIONEXISTING ROW B FT R PROPOSED R.O.W. - + EXISTING 12" WATERLINE 7 rL + EXISTING 3' WATERLINE WATERLINE CASING SEE SHEET 20A EXISTING EDGE STA. 15+58.64 OF PAVEMENT 2' CURB CUT BYVTHERS W/ SIDEWALK CHASE L TTS OE SAWCUT AND PAVEMENT PATCH Td EE_DETERMNNED IN THE FIELD ANd• UL COMPLIANCE WITH THE CITY OF FORTZOLLINS INSPECTOR. \ \ SED EDGE OF PAVEMENT - \ PIED TO BE EXISTING TELE� \ \ N,HARVEST 73115W.89 CREEK EXISTING GAS \ \ \ OP1 STA. FFSE` \ \ \ / LINE MARKER b \ \ \ SECTION LINE \ \ r r..• - 1 1 EXISTING W -7­5 _ - t METER TO BE x __ x - z yz RELOCATED, EXISTING ROW EXISTING TREE TO REMAIN PROTECT IN PLACE STA. 17+24.48� CENTER OF 30' DRIVEWAY PROPOSED EXISTING FENCE TO BE RELOCATED (DETAIL SHEET 21)PVC DRAIN(SHEET 18.1)EXISTING STORM PIPETO BE REMOVED-STA 15+74.14 CENTER OF 15r DRIVEWAY (DETAIL SHEET 21) CURVE DATA: - NUMBER DELTA ANGLE CHORD DIRECTION TANGENT I RADIUS ARC LENGTH CHORD LENGTH C10 89.1234' N 4C3634 E 29.59 30.00 46.71 42.13 C11 WO 1 40 S 46'1620 E 29.50 30.00 46.61 42.06 C I2 or47 29 T W23 25 E 25.56 1049.00 51.11 51.10 C13 0244 11' S 86.37 35 E 25.05 1049.00 50.10 50.09 C14 224 29 S W2325 E 26.19 1075.00 52.37 52.37 615 0244' I -S 863 35 E 25.68 1075.00 51.34 51.34 C16 0244 11 0 S 86 370350 E 25.68 1075.00 51.34 51.34 C17 02449I- N 86r37r35 W 25.OS 1049.00 50.10 50.09 C18 0244'54' N W3757 W 26.41 1101.02 152.82 52.81 C19 90.00'00' N 4259 40 W 125.00 125.00 139.27 35.36 C20 F0` 00 N 47'00 20 E 125.00 125.00 139.27 35.36 4920 4915 -__-.- 4920 4915 4910 - r , -- - -t-GRADE �- -__- -- i -- - -----�- ----- -_ -=1== __ -------__: --- - - -- -- - -} - - -_� -� -� e1 r•n62� - _ - fir+ --- - 4910 COIISiRIICIFD BI-ETTNFRS-_ �. -��-- 1 _ -- 4905 - �T'-- --- ; --r-� - --• - 17+00 _- 4905 9+00 10+00 11 +00 12+00 13+00 'm 14+00 15+00 16+00 __ -�--F- 18+00 IIIINI11a�aN��■tll� -� � ` • �Ta a t• ■titta• Ititltilti ti�ta•■t, • a��� ��a•��� � • ., ,. ��� aa1NIIIIIJaI�■aa at�7alb�ta•�ti�ta•�ti �a�aa as . ati tafi a�aa Ia�■N�N�t�aaaa a.■aa �N�I■aa aaaaiia■v�a ■�aaaaaa ■����-- Nti� tiNlfilti , a�s a la��� a■■1�NNNIINIaaaalaaaaata��a■aaR■� �tfiRa_ L/ai,a /■aa ��■<i�taaNlB�lti ■.4 a��aa�■�aa� a�■aaa■■NJ�aa LaritiRaa ORION . . �� ��� 1�aaIF,r71NNNN!�a Il�C.1•aa • - ■laaaa=�aaNl�aaaal�naaaaaaaaaaalr� L'<31• �ti��Laa �N■�Naer�t"'14 ..r�ifi aa�� N�LaaL ���� �aaa�Naal�aa �ti�y ' aaN�-� ��i.'7(7 N7 " w a •= aa�� - +" �� �IIIIIIIIIIN� Nlti���- t�1�PP'er�r.�]a l , r �fi y � � La•NIt� rr ��� --- . . � • • � • . . • • ! •S■�.��Nri�� �� � � ��■�aatlr=■aL� Llama aaalaaia 1rL=•� �i�ii� �aaal�aaaaa�a■■�aa 7�lG7a !{.'i\�ta•�� ���lrRa�r- � � I • • __�_ _ �� �Laa �:Yi ��-� 1�7 ^� ��a■■" 2r1 1a :.NY�is!ts�•�!�-: 7aa as r.■R♦•� ���� 'iii�el �t71III-Tls'a . ` a:7r�aa Ms ii. 41, � �� aaaaaaaaal�a�a-NIIII�aa ; o .re_a, Ow ���=�ti��� I���^ N�a�aaa��aN■�aaw.yww-�� ■■I ti d �� - E:'ititi:/.dAa�ti 3 as--F' as _ ..'■3: • =,=+1N� ----_-aa!''1i' ■_� 1ii■- ` ' ""�_��_�_ �__�0■f:I ����_ I�U as � it; 1•�aaa� r��aa aaaaaalaa��aaaaaa.�Tia ���� aaaaa�dfr�� �� Lt'7 "I ��NINNNIIIaaatal� �� � ■� �_�__ ��a�aaa�a�i��■�aa��=a�il�aaaaa�N�aeri-�IIIINIIaNa� � ��� ��aB-aaa��aa��a�aaalaaaaa���aa����aa �■aa f^���`'^� Mel aaa�aaaa �� aa�NINIINI�v aaa�aaaaaa CALL UTILITY NOTIFICATION CENTER OF COLORADO *-800-922-%67 MEM a1806-292-IM oENVEVERR CALL 2 BUSa1ES5 DAYS e1 ADVANCE BEFORE YOU DID• GRADE. OR EXCAVATE FOR THE MWKNIG OF UNDERGROUND MEMBER UTILITIES. jk \ ep •1 • PROPOSED GRADE PROPOSED FLOWLINE PROPOSED CENTERLINE -- PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER - - EXISTING FENCE x x x EXISTING CONTOUR - - 4910 - -' PROPOSED CONTOUR - 10 EXISTING OVERHEAD POWER LINES 0HP(- EXISTING UTILITY POLE QJ PROPOSED PAVEMENT PROPOSED CONCRETE INTERSECTION GENERAL STREET & UTLf TY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION. DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SWILL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. PROJECT EMENCMIjkM : PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 100' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.=4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO THE O GRAPM SCALE: 40 0 40 80 120 Feet ( FEET ) 1 inch = 40 ft. NORTH APPROVAL BLOCK: Fort Collins - Loveland Water District South Fort Collins Sanitation District /- a •a: WdwW D. DTIueo. AMW D•t• yM�Uya�19.•^ •dbnAyuprpn ao•0d0nbn•. dswb w Fat Corn - la elm ld WaNr DIAk{ aM IM SaAF tort CdRn SanRotion DWbf& LARIMER COUNTY ENGINEERING APPROVAL COLDRY 010Q1•W WE City of Fort Collins, Colorado UTELM PLAN,, (APPROVAL Ctt, sn6ineer Dab NIBp� �Y: Water Nt Wastewpter 1R1111t, Date CD W. 3tormwater IFURLY Date Ni■O� ■M Dab a,.oa ■�: Date ta■oll� .n I- tsat. Dab A arm. NEEME. oa nwo• •••Oleo w •r.uo•Irllu of •onla •..w w.r•rwn k •Old or rnl l• �. •o•d M o•F 47• of aarn• W sod" •lyllod eM d" od Wh R•1••dn„I Figl,:ar to Nw wlwy of NwNwn E•� larkr• I. N � N o s z. n N u[ � 64 R PTo*L RS: "-,we Dote: 12/18/01 Side: 1•-40• Designed JFB Reviewed Nty DAS OF W LL a Z LU Z / 0 Q J G Q o H S U cr w Y W � V Y 5t 23 t .1 25 Y1 rQ F1 F-E VE LOCATION! CALL UTILITY NOTIFICATION CENTER OF COLORADO 1H800-O22-W87 oR808-2W1M'D' Eo CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU DID. GRADE, OR EXCAVATE FOR THE MOPPING OF UNDERGROUND MEMBER UIIU TIES. CURVE DATA: NUMBER DELTA ANGLE CHORD DIRECTION TANGENT RADIUS ARC LENGTH CMORD LENGTH CIO W12.34 V447-36 34 E 29.59 30.00 46.71 42.13 C11 W01'40' S 46'162V E 29.50 30.00 46.61 42.06 Ti -2 02'47 29 S 69'23 25 E 25.56 1549.65 51.11 51.10 C13 074411 S W3735 E 25.05 1049.00 50.10 50.09 C14 02'47 29 S W23#2!r E 26.19 1075.00 52.37 52.37 Ci5 02'44 I I -S 66 35 E 25.88 1075.00 51.34 51.34 C16 02*44 11 S W37'350 E 25.68 1075.00 51.34 51.34 C17 02.4411 N 653 35 w 25.05 1049.00 50.10 50.09 C16 02 44'S4 N W3 57 W 26.41 1101.02 52.62 52.61 C19 90'00'Do N 4759-40 W 125.00 25.00 39.27 135.36 C20 90'00'00 N 4T00'20 E 125.00 125.00 39.27 135.36 PROPOSED GRADE PROPOSED FLOWLINE PROPOSED CENTERLINE - PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER - - EXISTING FENCE - X- EXISTING CONTOUR - - 4910 - - - PROPOSED CONTOUR 10 EXISTING OVERHEAD POWER LINES -08�17p EXISTING UTILITY POLE yCJ PROPOSED PAVEMENT GENERAL STREET & UTUTY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. F PROJECT PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 100' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.=4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO THE CITY OF FORT COLLINS DATUM. W W °4 GRAPM SCALE' 40 0 40 80 120 Feet ( IN FEET ) 1 inch = 40 ft -- - -- i -- ---- ^ --- --- -- --- NORTH --- CBfit�lE ------_ arum. ItoR¢. 1._40. --- --.-. K 174.63- - - - - --- - - - -- - VERT. 1.-5. - - E -0.22 - - - 4905 -- -- - w - a -- APPROVAL BLOCK: --�---,---- - -l- =+,=N - _ - _ _ : _-- 1. 4915 - -- -- ------ - 4915 4900 - - - �- - - --' 1 -- T--_----. _-.--_,_-- _-____-_-- _____. _-._._--.-- -- _ -- - -- _ �a.� _--_ CAi 1. --- -_ .- --_.. r1{�TVaGaG_GRADE= _--t---.�-_ _- -__--- ___--.-_---.--_-_,-__ '-f--_---�---"`1---.___-._--�-��_� �---t- _.- y_�-t-- 4895 - - --- 4910 4910 L� - --- - -- - -- - - - - APPROXW`T A non ACInF - - -- --- - - -- TARE _ $n- - ♦ r- BADE- ♦ N-- _ _ �'_ - =-- -- 4905 4890 = - - - -=--- -- --} T ---- - --T 4890 4905 -- i I3+coo 19+00 20+00 21 +00 22+00 - 23+00 24+00 25+00 26+00 27+00 2 st9� - /- Q•e Z Mlahaal D. Dlruma. Date Tarry w. F SrManw Fi*- Date Fort AMraa 9r. add,,dum, addki.rr, dsj@U ro and nwdro dew to twee Oia t an "1M� FaA C.a1Fn. SaiO�y& is AaUC m - L p WOW LARWER COUNTY ENGINEERING APPROVAL dauffly 041090" DAZE City of Fort Collins, Colorado Ul= PLAN APPROVAL - City# Engineer I Water k Wastewpte.r Utility Date -StoQ.DI� w rmwater Utility Date C� W. Parks Recreation Date arc+® �1h Traffic Ynguncer Date aea= Dr. Date YI■ F� b `S..k�""M"►m. wMA ndb N�wN br Cw 47a of aarbm"m wae� '*w aM meow b a F M n Fn�]wYla k¢ Date: 12.116/01 Scale: D*9Dwd JFB Reviewed W. COLS J J LL co 1.� HLu a Z OIr Q i Q J C3 a cr H cr U � Y w U w Y rx 0z 0) r 'n b-I 9�...O�f No Text L N IT•�I V 4 9 / \ I \ \\ I ExISTNNG SANRARIt Ali \ REFER TO WILLOW \ \ \ \ APPROXMATE LOCATION EXISTINGBTtooK PLANS \ \ \ CCOONTRACfOR TOGAS V RIFFY I ANGLE P�MR (1/4 CORN PRIOR TO CONSTRUCTION,# STA. 36+60JS\ \ \ SECTION LINE Ac\ \ \ \ I `\ \ \ CENieww \ \ N ` \ \ EXISTING 15e RCP STORMILINE I I� \ WITH WILLOW BROOK. SEE WILLOW - �M:� ,. \ WILLOW BROOK PLANS. _ X x e sm erg eea— rB % —X _X —t X MUD- 45+00 ___F _ —` �TT _ _`\ -_ - - \ i------ ___________ ______L iteM•-_ ___- _-H---_--112 ••�f1F---�--.in.gYlF=�rs�- \ \ - - of IP EXISTING - - - \ \ \ \ \ \ D(ISTMNG 12" WATERLINE \`1�-� WITH WILLOW BROOK------� \\, \\ \\\ \\\ \\\ \\\ \\ EXISTING SAFIT�Ti SEWER \ \ WITH WILLOW BROOK,, - - - GM�cC-�,E�1.�1�1I CHApNEI \ I \ 1\ \ \ \\ \\ \\ \\ REFER TO WILLOW BROOK DESIGN OF KECHTER ROAD FOR ALL ROADWAY AND UTILITY IMPROVEMENTS BEYOND STA. 36+60.15 - - - -- , - - - - -- TO WII LOW BROOK -- - OF KECHTER . ROAD - « - =-- - - --- - - - -- - - - - - - LEiT ROWLIE HORIZ. t III - K 2S 26S . -' E - -0 ZO - -- - - -- - - - - -- - - - - o - VEW. t'-s' 4900 --_ - -- = - -~ - - . -.. - - 4900 - --- - - --' -- -- - -� - - --PROPOSED ---- -- - - - - - F/ APPROAfW TSTNNG - - 0-FA- -- � - - - - - -- - - - - - i. - - - -- - - -- - - - - - - _ - - -- -- ---- -- 4895 -- - - - - -- - -- - - - - -� -- -- --- - -- -- - --- - -- — —1— — — — - — - —' — — ------------- — — ------- 4895 _ _.__ .__ .-L� ._ .-, _ -- _ _ _ __ __ _- - + - --- -- - - -- - - - - - - - - --;-- - - - - - - -- - - - -- - - - - - - - 4890 - �� - — _- ._______ _7 _______________._.___ - - - i - -+_-- - - - - r -' -_ -- -- - - - - - - - -- - - - - - - - -- Y - - - - - ---- - --- 4885 -- - - - - - - - - - - - -- - - - - - - - . _ ... . _ ... .- - 4885 - --------- - - - -- -- -- -- - --- -- -- -_- - 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 4900 REFfR__TD_W1LLOW_BR0OK_ DES --r W OF-KECHTER=ItQ�D !- - - - - - ... - - - - -- - -- - - - - - -- - - -- - - - - - --- � - - --- - - - - GRAN - CPRO/LSED-- vERr t s' 4900 -- - - _ - _ - -- 1 - -- 1 -- - - � - - K . 250.00 _ -- - - -- - - - - - - - � - - -- - -- ---- --+-- - -r --,-- — - ---- - - `- -- — - - -- - 4895 •p--,I-- : ,�S-f-*- APPR�MIITE-i7:iST�s ti'RMiE -TL_.-__- �--� � I I �- -j-- �- �-- � 4895 y-1__-- ¢--'- �T-T� J-__ —T— ---' —T —0.40>< - 0.40X — —' - --- -- — --- - --- - -- jQ 14 --- -- — ----- -- - - ------ -- - -- — - -- --- ---- - - _ — - 4890 - - -r-- r- -_---- 4890 - - - ; — - - t - -�— -- -- -- -- -- --r-- ,-- -- -- : --- 1-- t 4885 =-..- --- _ ---- - -- - �42+00 _-�_- - t _-- = - - - - - =- - =- - -- 4885 36+00 37+00 38+00 39+00 40+00 41+00 43+00 44+00 45+00 t - - -- - �- - --�---= - �._ r � :-- --- ---__ -, t _ FLowLre MOIBZ. 1"I - 4900 - ---; - - -_ - ---- _-_ -- +--__4900 —1 - i -----r---�-- - -?---'--- - --:--J------ i �- F� AP_PRO)"7E-EidSTINO- ---r-0 -----i---='----- -� .4ox-- 4895 -- 4. 4890 -4890 _ - 4885 Y-->Lz + _ -- _ =�- -- --i --- 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 I CALL UTILITY NOTIFICATION CENTER OF COLORADO 91_800-9=_%87 ORs0�?341Nf IN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU O1D. GRADE. OR EXCAVATE FOR THE MIMIC OF UNOERGROUND MEMBER UTILITIES. LEGEND: PROPOSED GRADE PROPOSED FLOWUNE-...-...-.__- PROPOSED CENTERLINE -- -- PROPOSED STORM SEWER PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER - — EXISTING FENCE —x (--x— EXISTING CONTOUR - - 4910 - - - PROPOSED CONTOUR 10 EXISTING OVERHEAD POWER LINES —OHP EXISTING UTILITY POLE 0 PROPOSED PAVEMENT GENERAL STREET & UTUTY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.' PRO.MOT PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 100' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.-4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO THE CITY OF FORT COLLINS DATUM. GRAPW SCALE 40 0 40 80 120 Feet ( IN FEET ) 1 inch = 40 ft. NORTH APPROVAL BLOCK: Fort Collins - Loveland Water District South Fort Collins Sanitation District Mfana.l D. Olru%b. Dote Terry W. rr Sy Imm E,4— Dow der aAhAll d ,9w aiklendwn. 9edde Co%Fliornrrl�d"Jore and moMixffian b fMw DGMA.=b6Sfad w SonR�olionlM F cMn Callan - lnMaM WOW LARIMER COUNTY ENGINEERING APPROVAL COUNTY ENINGERM DATE City of Fort Collins, Colorado UTHM PLAN APPROVAL e,LJ.1�- APl11DNm0 City Fmaineer Da NllC�® Water k A ter Utility Date CHEM= W.A006 !� t� Date N1lL1� O if, i /�/�2,0L t"Orm & XecreaUon Dab N1�C1® �1r: Traffic Engineer Date O!p® aY44%ke/ - jvw� Date TMw dnwirrye en inburnwb d eeMw 6gYnoiq SwMow�Y�e ew en nw Ie be Imm ar wW VI a owAa- aww 9*1 d and III W e ReleeeW" EnyYwr In Sm enylsr of N.rdn.n EnoNNIM S:w low. W_ r Project: FLS: 99-4M Me: 12/18/01 Scam: Designed By- JFB Reviewed By: CAS W LL O N � > Q cr i Q a: Q U � W Y W � U Y 20 121J-1I I I I 23 22 ---- -------- EXISTING SIDEWALK RAMP TO BE REPLACED WITH DIRECTIONAL RAMPS — — — — — — -------------- CURB & GUTTER ILT WITH SAGE CREEK i FUTURE IMPROVEMENTS r ' 1+ BY OTHERS t�V ji CONCRETE TO VTVE EAST OF PCR l DIRECTIONAL I ; RAMPS mm EXISTING EDP 2' - 1- W/ SAGE CREEK 2.007E >R� I , a �t �x F �.1 - a.fiVw 7i 2.o0x 2.00R o I" TO BE RE J c bt OR FlLLED W Fl E Al2 ::.�. 1F � �,:, .rKECITRROAD : . 9, :007G' 0.a2x2.00X — -_ O -__ - ___ --_._.__ ___ i s J K. 4F8 O O�, h� U � K p 2 _.:. j ' •fit+ � „ teos -e4_2 FUTURE IMPROVEMENTS J BY BIERS — FUTURE INLET FUTURE INLET i FUTURE IMPROVEMENTS BY OTHERS 2.007T _ k ? 2.0OX 2 OOx PROPOSED CULVERT SEE SHEET 18 MATCH EXISTING CONC. W/ EXPANSION JOINT & DOWEL TO EXISTING CONC. (SEE DETAILS) DIRECTIONAL RAMPS p\\\i EXISTING SIGN ' FUTURE INLET TO BE RELOCATED l PROPOSED CULVERT EXISTING �E CREEK I SEE SHEET 18 1 CONSTRUCTION I l f-,— FUTURE IMPROVEMENT BY OTHERS l l 1 LIMITS OF PAVEMENT CUT AND PATCH TO BE DETERMINED IN THE FIELD, IN COMPLIANCE WITH THE CITY OF FORT COLLINS STANDARDS AND INSPECTOR. KECHTER ROAD & ZIEGLER ROAD LE(MEND: EXISTING ELEVATION J PROPOSED 8EVATION1 FUTURE ELEVATION PROPOSED ASPHALT ;. PROPOSED CONCRETE •I � • � • ]- a r• I a. a-.� I • STREET & UTLITY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MQ*IOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FMNSHED GRADE. 4. THE SIM TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. PROTECT : PROJECT BENCHMARK: ALUM. DISK IN CONCRETE. 100' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.-4875.74 (LARMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO CITY OF FORT COLLINS DATUM. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-NTW\r9=6-IM7 m80w &1m 0D%"m CALL 2 IUSBAM IATS N ADMNCE lEFOIE TW DUO. 0e104 OR 00L//A1TE FOR TILE taisaNG OF UNDElwsanlo Moroi VIaITIM 1.367C 1 1.367I'T i' 1.37X nGvHEfl 110Ay r/ I I U3 x + IQ N - { ¢y__ g�y I S Of -- = y i�„ cli W U of I I`. 1.377E ! I ®w ]two o �J ILL e I—E Ig NN PROPOSED CULVERT SEE SHEET 18 CONSTRUCTION KECHTER ROAD & TRILBY ROAD GRAPHIC SCALE 20 0 20 40 60 Feet ( IN FEET ) 1 inch — 20 ft. Fort Collins - Lowland Water District South Fort Collins Sanitation District Iewla•I 0. OIMea. Iwo w Dob Tarry M. F@nK !yM•nw En*Dan yNwdY�ww7w•�e�eawlsan. eM�aa dd �wtl�FatCdMi lwN Mates OY6kC ar a. Swat FOR ceirSaUhYai Dbata. APPROVAL BLOCK: LARIMER COUNTY ENGINEERING Art APPROVAL Count DIOeeD01a 617E City of Fort Collins, Colorado UTIII�TYPLAN APPROVAL APPFX M City Engineer Date CIlCI® t�Y Water k 1Testew ter Utilit Date cFt8c1® �1rOAC41 4 ln6/229 3tormwater Uunty Date Parks o6 Date C% OOM W. Traffic Engineer Date CHOMM W. Date Tlna• a..ne. en ti-,wnweb•y d awMw .M S..Ie..- W_ aM w not IeM W" aww �ayMa aan.Yow :may 0 of w�arenlnti F.pU..rq so. tie. Project: FM* 99-o5s Date: 12/18/01 Scale: 1._20. D"grod BI JFH Reviewed W. GAS 7 CO Z J Q SLU i > W m o a Z _2 0 o _ ~ 0 W C0 W U Y Z Sh"t 9 23 a_1 259 IV Q!r SCALE 000 5000 4000 3000 2000 10.00 TO 10.00 2000 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 10.00 10.00 2000 3000 4000 5000 60 0 HORIZ. 1--10' VERT. 1--5' HORWULE.1D' VERT. i -=5 z F z lqgn0 —xp N 3 �, z 14 ``'� W & 14 0 X W 00 2. 3% 00% 4 00 W �.1 LL7 rT2 2.00% 00% 4 pOR 12 M "� a4¢ 00 4ol_ 1L r- 00 M 00 0) D SIGN EL =4913. 5 a� o O06 ��¢ ORIGINAL E =4914 52 0) o N °' D SIGN EL =4915. 6 °' � O O O O O Ln 1 I N to u) O DO O c0 CV N qt Cn 0 M N CD 3 z N3 F Wz (n3 o z 13 W& rT�� z 0 W W& & 50 �'• ° 4 1 50 as¢ 0 M a& 11 .98% 00% 4 p 11 00 I'7 OR GINAL E =4912 96 ro _ °' gin nn 0 ,NS 14- � IN L O� 0)t0 M O a a¢ n ORIGINAL E 4915.00 � a, �0) ri � rn o 0) CN�0) rn d 0) DESIGN E =4915. 1 It 0) rn O O O O tr7 I I_ Nt N t7 ri t Op O N N � I I M I z Ln3: z Cn3 PROPOSED FINISHED GR DE (TYP) z z 13 W OCry w 13 z _ 3 _ z W W 00 �` r, 7 00 as+ O � co Ln 00 11 .96% 00% pp 11Cr i OR GINAL E =4913 53 1 00 N (6 M aa¢ Ln c6 M 00 O O 0) OR GINAL E =4915 00 eri rn co Co (0 o � It rn 0' `t D SIGN EL =4916. 2 rn � cD 00 qt 6 4910McD I M N CO � O It O EXISTING MOUND (TYP O O � 00 NN to Dp N O 1 M I 0i 3 O dty N3 W 0 N3 W W 12 J 12 4Q1_r, nd C)n% 2.00% t q1.9 nn 54.85 54.85 tD ui +V . N 7OR a U-i cD 10 10 qt GINAL EL =4914 00 °' rn awn nn 50 OR GINAL E =4916 00 50 o Oo 0 o 0 qt DESIGN EL =4916. 5 M � N SEE INTERSECTIM DETAIL EET z ALq?n no t1) 3 M Npe) 00 vi 3 dy M 10 10 12 0)q1_9 0 qr 0 4 0) on 12 ° Ile 00 UW+Wz 00 50 M 50 ORIGINAL E =4916 00 a¢ t74� SEE DETAIL SHEET co `� ORIGINAL E =4914 00 to �INTERSECTI 70 00 6000 50400 4000 3000 2000 10 00 10100 20,00 30,00 40,00 50 00 60 00 70 00 70 00 60 I 00 50 00 40 00 30 00 20 00 10 00 — 10 00 20 00 30 00 40 00 50 00 60 00 70 00 CALL U11LrtY NOTMATM CENTER OF COLORADO 1-800-SM-1)M7 0R80&M&JM 0EWWEA ° GILL 2 BV3NM DAYS M AMANCE MM YOU M °ROE, OR DGedNE FOR THE MARK M' OF UNDEMPOLM tEMM 1UM ES. APPROVAL BLOCKS: LAMM COUNTY ENGINEERING r� APPROVAL COU11Y OIMNEENNC 6NE City of Fort Collins, Colorado UTEM PLAN APPROVALS / /MIIIovB3 ' Zi city magumer I 'Water t ter qmty, olra� BM..NIL Date Traffic Ingto*er Date FaYae«a w .eviw eld A let :0 be v"d Crary tm of oarYu�ew waw dyrd -r .edwFj �b e MMwMwrl iMre�wn tn. a 3-.kR t� H Z Lu 20 Z Q O 00 U a W CO) H �UC0 UJW O = Y U v w Y Sheet 10 23 C.1 Date 59 C, 10,00 2000 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 10.00 T 10.00 2000 3000 4000 5000 60 OC rORIZSCAM vERT• t'=s' eCALM 000 5000 4000 3000 - 20 00 10.00 VERr. 1'=5' z E STING 3 z N EXISTIN LA 3 � FE CE 3 X O 41 Z to 3 X O ¢ 0 N3 wo — A� 1 000 . 00% 16 18 w & � 18 — rl6 ,� — — — � � 00 N a($¢ O 00 50 00 a . Ql�c N 50 _ — .�- o � ORIGINAL E =4911.00 0)� O Q) — — —�t (0 O 0, 0) D SIGN E =4911. 8 o� — 0 a�s¢eK `�' o o 00 0 to W O NN O- D SIGN EL =4908. 9 0 0' `n c6 I N cD N `t N o p c 0 O I O 0 N I N 3 N EXISTIN X 0 z O _ 3 rn z FENCE x O 3 N3 wo �` 00 00% S( 4 w W 0 rl5 _ — — — CONqq1n 15 18 K18 — 88.89 _ ¢ �� 88.89 00 00 00 — 0 AL E rDSIGN =4911 08 a,a, — — — —cD cD co — rn o � E =4911. 0 � �� 0 cd ae¢ 00 0 � O o 0� 01 O OR GINAL E =4909 02 00 rn � (D o NN o DE -SIGN EL =4909. 1 14- 00 I N N �� O O o p O I I nj (6 O I N (0 O O X 30 O Z C9 Z N 3 O 4915 on w 3 y 3 FENCE W cr 226 .00% St w or rT5 --Tn — o _ 15 17 4910-00 IN d.00,70 _ 17 ORIGINAL E =4911 3650 0)— �O- — — — N 50 — D SIGN EL =4912. 3 0; � a9¢�iO o o, 004qnri 0 0) 0 OR GINAL E =4909 76 0 01 � ni cn 0 ►��' N N N to t - N o0 — t O p O O to � O cj t N 0 I N z c� I R0 H3 F W X O Z O 1n 3 W ry FENCE w 1 _ 15 — _ — — — rn n — rn 15 17 00 a �' — 17 — — —.00% 0 o� 00 00 0 ORIGINAL E =4911.73 N a, 00 00 — — — 0 0 � D SIGN EL =4912. 8 oT 0) 0i ate¢ _ o (:5-t 0) 0 0 IGINAL E=491016 0 0) Cy) N o4905-M)0 o C° o � DESIGN E =4910. 3 0' ��4qnq on I N N N O O 0 O� I (0 cn I N I N O 14 W w X 0 14 z EXISTING N 3 W D rENct W 50 1 2.L17o 00� 4 — 50 w d - N — — — — ate¢ 00 a M 16 41 ��' N a 00% — - 16 — _00 — M — D SIGN EL =4913. 3 rn � N �O- a($¢ ton ` � 50 0)—'`n � c Do 0) ORIGINAL E =4910 98 0 rnrn 000 N ^ o DESIGN E =4911. 5 0rn I N N O N N I I cc D N (6 7000 60,00 50 00 4000 3000 20 00 10,00 10 00 2000 3000 4000 .50 00 60 00 70 00 70 00 60 00 50 00 40 00 30 001 20 00 10 00 10 00 20 00 N30 00 4000 5000 60 00 70 00 City of Fort Collins, Colorado d'PY PLAN APPROVAL UTII APPROVAL BLOCKS:aAn f0.� CALL UTILITY 1404FflGTIOM - AFPMW4�t _ city zDalnew Date CENTER OF COLORADO $-800-922-i(M7 LARDMR COUNTY ENGMERING ���'�I mooma Mo APPROVAL Water ! i►aeb sr Otmt� Data CAL 2 tr WIMS DAYS N ADOMCE KMK VOU M OiMOE. at E WA07E • �%bOZ. off® _ ormws 7 b FOR nE MMM OF allo O01•", B10•®•'� °"c O� or: Date Traffic Date n�. drmpbp wm tiwre.a of merAm N.waw MwNw. ._ MbMuNd —wtwr wr.0 y dried . hahwlwM FigYNr ti tlr d MwMwn E�4 l.Ns. Yn rpmject vtS: tg-oast Dots: 12/18/01 Seals: M 1-10. V 1=5 W. Reviewed Dr. .GAS 2 a Z > Q 00 a.cr. V W CO) �Ucf) W Y v U Y LCti r0i v I SCALE: HORIZ. i"-10' 000 5000 4000 3000 2000 10,00 T 10.00 2000 3000 4000 5000 000 7000 7000 6000 5000 4000 3000 2000 10,00 T, 10.00 2000 3000 4000 5000 60 OC H«CALE:- 0 VERT. 1--5' VERI 1"=5' 05 FOSSIL LAKE 4Q1r on0 0 GR ING TO BE it X 03 3 W KECHTER R AD W O<' 21 4qn-9 QM�0_ 0 1 00 ° 00% 21 23 0 Xo 0 23 Lri 00 �¢ � (0 00 00 2.00 ° .03% 00 00 0) OR GINAL E =4905 26 o 0) o - DESIGN EL =4905. 8 rn Lqnn 00 aoo N -6. N 0 0 O o � rn OR GINAL E =4903 00 0 0 N co � 0 o DESIGN EL 4902.74 o I N prj CV O p r7 - I N Od EXI TING i FEN X FOSS L LAKE z F R o GRAC CONSTRUCTED NG TO BE WW 20 00 O 00% 00 0 20 22 3 F Woin— 22 Id-50 Aqnr, no C°o LO lit ¢ 0 50 50 2.00 ° 50 rn o OR GINAL E =4906 00 0 rn �p:� co rn D SIGN E =4906. 7 rn � N r Pei vi T� O 0) O N O CN 0 rn o DESIGN EL =4903. 2 I N N O CF C) 00 N O 0) N EXI TING I N i FENCE F SSIL LAKE z F X O 20 G C MING TO B STRUCTED 2O 3 o N3 WOC KECHTER OAD OO W O OO z 1 00 e O o 3 o< F X 3 0:. 0�• r� rn r�2 `'' 22 'n O ca co o 0 12.12 130 1 2.00 ° 0% 12.12 Uri rn O OR GINAL E =4906 34 0 a, N o � D SIGN EL =4906. 6 o L0 o &: ¢ate M o - O O - 0ORIGINAL E _4904 r7 N (6 o DESIGN EL =4903. 400 o 0 I N O O p O I � (6 O N c6 FE ICE I CN z 1 FOSSIL LA E 3 i vvi 3L GRADING T) CH BE 19 LA 3 XO W q nnn 19 W/ KEC R ROAD 50 � 50 p 1 00 ° 00% o & 30 0 O O 22 X 22 07ROD+(0 rn 0 OR GINAL E -4907 00 6 O a, 00 00 0 p'. 2.0 0% 00 0) o DESIGN EL =4907. 4 rn " 00 04 O 0 r o 0 0 ¢ N CV O O nil0� O _ M O 00 1 N co o D ESIGN EL =4904. 11 N O 00 O O EX TING N � �p O N FE ICE N (0� z FFOSSIL I(RAIDING I LAKE 3 z h 3 XO3 W j TO ONSTRUCTE E 19 0 a: w� j 9 / KECHTER ROAD tqlo 00 1 00 ° .00% 00 w z Ln O Xo W a• 4 O a CY)00 a 00 � cD 21 4Qnx; nilLqnr� � 21 _ 1* OR GINAL E =4907 90 0 0)LO 50 50 0o O DESIGN EL =4908. 3 � o `� 0 0 a¢ 0 0) 00 cv o 0 N OR GINAL E =4904 80 N N 06 I i1 N 70400 6000 50 I 00 4000 3000 2000 10.00 10100 20 00 30 00' 40 00 50,00 6000 70 00 70 00 6000 5000 4000 30 00 2000 MOO 10 00 2000 3000 40 00 50 00 6000 70 00 CALL UTILITY NOTIFICATION CENTER OF COLORADO aRioa-MWIM eNN'RO CALL 2 BUSM S OAK N AOMMICE lEFOIIE VW 06. OINOE. OR EW^%TE FOR 71E 1Wg10 OF UNDE71011OLM YNrot uRUnm LARIHER COUNTY ENGINEEM(; APPROVAL cou wT OeielF wn DATE City of Fort Collins. Colorado FUNAPPRIF1� �►�70Z e City smshkeer Date Water & 01301� �1I: Opp Da 1W. �(It oAob i�.//LaI�,1�L- w 4 fS1"�� Date 11M. Traffic 11154�� Date 1W. • N s 0 0 0 0 .p .o 6 z en0 en rot b M wd for eq qye or ewee�aeee enly elvee eee swlee by e 14eTeeAeal� In ow of mwv� `wM.M seMew. he. R �.. n W 't O N � R o R� H a r< R Project FIS: 99-039 Dote: 12/18/01 Scale: H 1-10, V 1-5 Designed Byr JFB Reviewed W. GAS F.. iQ Z 0>Q0 aE ~ V 13 W (v/ 0� l V C0 HJY 0 2 U v w Y W"t %_23 C -1 25 N 000 5000 4000 3000 2000 10 00 10.00 2000 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 10.00 T 10,00 2000 3000 4000 50,00 600 SCALE: 1 =10 SCALM HORIZ. 1'- 10' VERT. 1'-5' FOSSIL LAKE GRADING TO BE HOW.. VERT. 1'=5' FOSSIL E �o z H z ~ CONSTR CTE[ GRADING 0 BE x 0 F CONS W/ KECH ; R 0 w w ROAD X La 0 ROAD 2.00 0 2.00 —-- — — 25 au 2.00 a 2.00 — 25 27 _ !k 0 27 — — — — — a rn 08.08 00 r` ur 08.08 50 (6 � (6 50 °° O °' rn °' 0 co 0 0 Oo 00 14- 0 ``� 0 0) 00 0 sr 00 rn o0 : ¢( 0' 048900 rn - o � - N 0 DESIGN EL =4900. 8 0 0 (6� (6 DESIGN EL _ =4896. 2 O O 4 st U-i(6 � i N oM0 LO `t I I N I 06 z 0 c� z N 3 O Z c� �c X O _ Ld x 3 W N x 30 z ir p0 2.00 a 2.00 a — — — — — — 04 25 pp' 2.00 a 2.07 a — — — — 25 27 — — — —a, 27 4Qnn no 0 00 00 (6 0) `° cD 00 00 0 00 o o 0 00O w o00 00) 00) ¢ rn rnIRCi4RQn � O OR GINAL E =4897 00 -.0-0 o O o DESIGN EL =4900. 8 ,' �j N -SIGN EL _ O ao LO N O O M pj I I M FOSSIL LAKE N L0 GRADING TO BE I ( CONSTRUCTED FOSSIL GRADING 0 BE z ROAD CONSTRUCTED 0 N z i W/ KECH1ER ROAD R w 3 X 3 0 0 0 z 4qnn now o "0 w& 2.O0a 2.00PO a — — Epp'• _ — — 24 2(in.0 2.31 --— 2 u p4Aqr) 26 4qnn no no 50 O ,_ u 0 50 50 Do 00 C� aO 50 o rn 0 0 0 14- o OR GINAL E =4898 00 0 00, 0) ORIGINAL E =4901 00 00, �i DESIGN EL =4898. 0 O 0 48gn- In N O O — 00 I I N I oM0 Ln t (0 Cr(6 � I I N r4i z XO V)3 0 z 26 wW W& 26 4QQ5 no 3 3 a 0 — — — w W 0 00 4Ir a 2.00�--- 24 N I ?2.00 L0 L0 Oi4 /4RQri 24RCIIxi _— 4 00 Do nn 00 o � �' : 00 o 00 o OR GINAL E =4899 00 o 0 rn OR GINAL E =4901 37 0) i° cv 0 DESIGN EL =4899. 4 00 0 � o 't D SIGN E =4901. 7 (6 1 Oil 06 Ln- O I I M FOSSIL LAKE N GRADING CONSTRL TO BE CTED FOSSIL E W/ KE TER IF ROAD CONSTRU W/ KECH D R ; 0 f= 0 N 3 0 ROAD X w z OPOSED Fl ISHED GRADE (TYP) 0 2570 — —4 25 0 9 mi W.— — — 50 _ — — — — cn 50 — N p0 2. 04% 0 00 0 23crnn — N — 23 0) 0 0 ai rn — 50 N ¢ C i 50 en 4 ORIGINAL =489 .11 o 0 0 0 ORIGINAL =490 01 00) r N o D SIGN EL =4900. 3 0 0 o d DESIGN EL =4902. 7 O C6 `t LO O O t6 I N (O c0 STING GR D (TYP) ui � I N 7000 6000 50 Od 4000 30 001 2000 1000 10 00 2000 3000 4000 50 00 60 00 70 00 7000 6000 5000 4000 3000 2000 10 00 10.00 2000 3000 4000 5000 6000 7000 CALL UFLM NOTIMATM CENTER OF COLOM00 4-e00-esa-Is7 CALL 2 MILBOM DIM M AOIWICE eE m YOU m CMOE. OR E r^^IE FOR 111E kMJW IC OF 0110E110110 M t1DAMM 1R MEL A ■ ■ VAL BL(=S. LARMR COUNTY ENGINEERING APPROVAL cow" oraemelR IBM %.uY Ua r van a.vaaaaas, wavrauw U7= PLAN APPROVAL APPROM OR)r water a Feetewete O�OE� Or: !!�! 7 Eleb Treme Rod*~ Eleb Date Y.Y1.n�b d nrVio. yrorMM IIerY�en pr WV thye of OW now W a eM e1e1q d W.Ie1r,. Prat.ec: .99-059 Dab: 12/18/01 Sealy. H 1.10. V 1-5 D, ig Ely- RvAewed 0r. CAS co 11... Z C3 Z 00 Q a.� U �W� H WIr U � U v W Y ._ 1 - Y N SCAM 000 HORIZ. 1'- 10' 5000 4000 3000 2000 10.00 10.00 2000 3000 4000 5000 6000 7000 70,00 6000 5000 4000 3000 2000 10,00 10.00 2000 3000 4000 5000 60 OC HSCALE o 1'Z5• vm. 1'-5' ♦LR1. Z (•/' z XO XO z z o H3 N3 0 _ o 0 . 1004= Liu0 o FOSSIL I ` --� 119 O� OD GRADIN coNSTR TO BE cTED 3.00 0 .18% - - - _ W/KE R ROAD 29 31 - _ 31 - - - - r�9�_4.qqn_o d OO C 0 OO OO BOX CULVERT 0) rCHANNEL00 X CULVERT 00 0 00 O Dq0 cV 10 (0 OR GINAL E =4894 00 (6 o 0 4885-00 N N ¢ cfl N I OR,GINAL E =4891 00 DESIGN EL =4892. 3 00 z N z N GRAM 0o TO BE FOS IL LAKE w 3 w w 3 w (SANS W/ KE UCTED TER z c� z GRA CON ING TO BE TRUCTED ROAD - 0o x W/ ECHTER - w R o -$ 0 2.68 0 .14% - - r2�8 00)) _ 0) 7 ui 28 30 0)- �N T 00 rnAmgn 76DM .27 C 0 ,� 00 - 0 76.27 50 BOX 4NEt:-- CULVERT rn rn CN 0) 50 � N OR GINAL E- 4894 17 0 CC) 0 00 14- I D SIGN EL =4894. 3 N 0 0 I N ORIGINAL E =4891 75 N DESIGN EL =4892. 0 N3 w X w O o: X W O o: 28 2.00 0 2.00� - LBY ROAD - - - 28 - 50 Dr• - - IN LKbLL;IIUN 50 GRA ING TO BE - 0 1(j D AIL SHEET 3 z z 3 W/ CHTERD t'` 0) 4 O w to 3 In x0 3 O ROA K% Wo: 00 � O 0 2.27 0 rz N OR GINAL E =4895 00 o6 �j N DE -SIGN EL =4895. 9 30 M co « 30 I 00 BOX CULVERT 0) 0) 00 QO � � O O O 0 c� z c z O O 0 xo� xo N ¢ N WQ Ww I OR GINAL E =4892 42 2g �:N 2.00 0 2.00 LBY ROAD&Rcis _ nn 28 D SIGN EL =4893. 7 DO 000 N SEE EET OO C6 DETAIL SHb 0) to 0) - 00 00 LRqn on CON trnucTEo E o OR GINAL E =4895 78 z z 0 D SIGN EL =4895. 8 3o N ; � 3 o W/ ECHTER I N D: XO w a:W XO w ROA GRADIN( TO BE 2.00 0 00% - CONSTR CTED O� W/ KE TER Q) 0)PROPOSED NiSHED GR E (TYP) ROAD 29 - - - M M 29 z F 17 17 W & W & 50 Do 00 °�° 50 2.00 -- - - 000 0 ¢ 0 o 0 -- 27 Dr - - 0 27 76.27 04 (6 (0 n CN 76.27 DESIGN EL =4893. 2 `V 00 EXISTING GOUND (TYP (6 d GO �" O : + 0 OR GINAL E =4896 00 Oo � (6 DESIGN EL =4896. 8 to I I `1 00 7000 60 00 5000 4000 30 00 20 00 10100 If 10.00 20 00 30 00 40100 50 00 6000 70 00 City of Fort Collins, Colorado UMM PLAN OVAL �/� ♦ p, ��y APPROVAL BL(=S. 6000 5000 4000 30400 2000 10.00 10.00 2000 3000 4000 5000 60.00 7000 mmo7000 � city � °``' LARDER COUNTY ENGINEERING C1110cm APPROVAL Voter ! waetowat r Muty D.M 4r,Ga 1�e�t.rr✓� //.-v Z ar. cxL tnun NonFICATION oaeNrNuwNuwc aee wo r y Date CFNIER OF COLORADO o� W. 1-eoo-9-r 22-W «ft,M11 OEWAM CALL 2 BUSNISS DAYS M ADWWM _ BEFORE YOU DIG, GRADE. OR EXCAVAN Date FOR THE IMRIOMG OF INNJERGROINID ►EMBER UINIIES. cml or Data Prom FLR: 99-059 Dote: 12/18/01 Scole: H 1-10. V 1.5 Designed JFB Reviewed By: GAS J W Q 'Q 0 ?0 U 'Cla: LLJ �W� > ~ CO e V0 • W 'YU 1 J C -1 259 Ln cV j FINAL UTILITY PLANS FOR KECHTER ROAD IMPROVEMENTS A PARCEL OF LAND LOCATED IN A PART OF SECTION 9 AND PART OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO GENERAL NOTES 1. All street and storm sewer construction, as well as power and other "dry utility installations, shall conform to The City of Fort Collins standards and specifications current at the date of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the Development Agreement shall require tio re-examinan of the plans by the City Engineer who may require that they be made to conform to the standards and specifications current at that time. (Note: If there is no Development Agreement associated with the project, this note needs to reference the approval of the Utility Plans.) 2. NI water and sanitary sewer construction shall conform to the Fort Collins/Loveland Water District, and the South Fort Collins Sanitation District standards current to the dote of construction. 3. No street work including the placement of curb, gutter, sidewalk, and pavement shall begin until the soils report and pavement design are approved by the City Engineer and meet the requirements stated in the "Design and Construction Criteria, Standards, and Specifications For Streets, Sidewalks, Alleys, and Other Public Ways manual. 4. The type size, location, and number of ON known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work. 5. The contractor shall contact the utility notification center of Cokxodo (UHCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading in the area of UNCC registered lines to have those utility locations marked by member companies. AN other utility lines are to be located by contacting the respective representative. Utility service loterols are also to be located prior to beginning excavation or grading. It shall be the contractor's sole responsibility for locating and protecting ON utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 6. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to The City of Fort Collins, Fort Collins\Loveland Water District (FCLWD), and The South Fort Collins Sanitation District (SFSD) as beneficiary of said engineers work, for any errors and omissions contained in these plans, and approval of these plans by the City Engineer, FCLWD and SFSO shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by low, the engineer hereby agrees to hold harmless and indemnify the City, FCLWD, SFSD and its officers and employees, from and against ON liabilities, claims, and demands which may arise from any errors and omissions contained in these plea. 7. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shell be docurnented by The City Construction Inspector before any cuts are made. Patching shall be done in accordance with The City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothy into the existing surface. All large patties anal be paved with an asphalt lay -down machine. In streets where more than one cut is mode, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be mode by The City Engineer and/or the City Inspector at the time the cuts are made. 8. Prior to the commencement of any construction, the contractor stall contact all utilities to coordinate schedules and contact The City Forester to schedule a site inspection for ony tree removal requiring a permit. 9. Prior to the commencement of any construction, the contractor shall give The City of Fort Collins Engineering Department (221-6605). The Erosion Control Inspector (221-6700), Fort Collins/Loveland Water District and The South Fort Collins Sanitation District twenty-four (24) hours advance notice. 10. All damaged existing curb, gutter, and sidewalk shall be replaced prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 11. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact The City of Fort Collins Traffic Operations Department (221-6630), who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 12. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 13. NI recommendations of the find drainage and erosion control study 'Drainage Design Considerations for Kechter Road Improvements' dated December 18. 2001 by Northern Engineering Services, Inc. shall be followed and implemented. 14. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at Most two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 15. N dewatering is used to install the utiktes, a State Construction Dewatering Wastewater Discharge Permit is required if the discharge is into a storm sewer. channel, irrigation ditch. or any waters of the United States. 16. NI construction activities must con" with the State of Colorado permitting process for 'Stormwater Discharges Associated with Construction Activity.- For information. please contact The Colorado Department of health. Water Ouafity Control Division. WOCD-PE-82. 4300 Cherry Creak Drive South. Denver. Colorado 80222-1530. Attention: Permits and Enforcement Section. ph.: (303) 892-3590. Identifying the need for a permit, preporirg the application. and paying for the review and submittal fees necessary to secure this permit, will be the responsibility of the contractor. 17. Project benchmark is on okirninum disk in concrete, 100' west of the west gate to sanitation plant, along fence line. ELEVATION-4875.74 (Lorimer County Mapping Datum.) To conform with City of Fort Collins datum. add 2.67' to Lorimer County Mapping Datum referred to above. 4875.74 (LARIMER CO. MAP DATUM) +2.67 4878.41 (CTTY OF FT. COLLINS DATUM) CITY OF FORT COLLINS BENCFMSARICS: (1) CITY OF FORT COLLINS. NO. 35-94 NORTHEAST CORNER OF COUNTY ROAD 36 AND COUNTY ROAD 9. ON TOP OF A CONCRETE 11MAT10N STRUCTURE. ELEVATION - 4915.79 (2) CRY OF FORT COLLINS, NO. 13-94 NORTHEAST CORNER OF EAST HARMONY RD. AND COUNTY ROAD 9., ON TOP OF A CONCRETE NtRIGATION STRUCTURE. ELEVATION - 4928.96 18. Temporary erasion control during construction shall be provided as shown on the Grading and Erosion Control Plan. 19. The Developer is pa It' for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to direeWg traffic access to and from the Development. 20. The City of Fart Ca1Nne shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepogs, whether resulting from groundwater flooding. structural damage or other domogs unless such damage or injuries we sustained as a reek of The City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage fadNties in the development. 21. No construction shall start until the Development Construction Permit (DCP) for this project is issued. 22. AN necessary permits for this project which may include, but are not limited to, state highway access permits, excavation permits, and/or street cut permits must be obtained prior to commencement of construction. 23. The contractor's) shall keep a current dean, dry set of the record drawings, the development agreement and any amendment to it, and the devalopment construction permit (DCP) on site at all times. Contractor(s) shall redline actual locations and dimiensim far vertical and horizontal locations or proposed construction. utilities. structures, services and other details not shown on the original drawings. Upon commplation of the work, the contractor(s) shall submit record drawings to the Engineer. 24. The eontioetw shall hire a Neared engineer or kind surveyor to survey the constructed elevations of the street subgrode and the gutter flow line at all intersections, inlets. and ether locations requested by the City Inspector. The engineer or surveyor nest certlfy in a letter to the city that these elevations conform to the approved plans and specifications. Any deviations shall be noted In the letter and then nesair with the city before installation of base course or asphalt will be allowed on the streets. 25. N a conflict exists and/or a design modification in required the contractor shall coordinate with the consulting engineer to modify the design and obtain approval from the City or respaetivs ut9ity district prior to beginwning construction. 26. Adjust all existing voles boxes and manhole Ares to the F ,F c e I surface in compliance with the Fort Cadi s/Lovekmd Water District and the South Fart Collins Sanitation December, 2001 N 91!!TY�M�AP� SHEET INDEX 1. 2. 3.01 3.1 & 3.2 3.3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18 & 18.1. 182. 19 & 20. 20A. 21. 22. 23. COVER SHEET EXISTING CONDITIONS GRADING & EROSION CONTROL PLAN GRADING CROSS -SECTIONS DRAINAGE EXHIBIT KECHTER ROAD PLAN & PROFILE KECHTER ROAD PLAN & PROFILE KECHTER ROAD PLAN & PROFILE KECHTER ROAD PLAN & PROFILE INTERSECTION DETAILS KECHTER ROAD CROSS -SECTIONS KECHTER ROAD CROSS -SECTIONS KECHTER ROAD CROSS -SECTIONS KECHTER ROAD CROSS- SECTIONS KECHTER ROAD CROSS -SECTIONS KECHTER ROAD CROSS -SECTIONS KECHTER ROAD CROSS -SECTIONS STRIPING PLAN STORM PLAN & PROFILES IRRIGATION AND STORM PLAN & PROFILES 120 WATERLNE PLAN & PROFILE 24m WATERLINE CASING DETAILS DETAILS DETAILS SHEETS INCLUDED FROM FOSSIL LAKE SECOND FILING FOR REFERENCE ONLY CALL UTILITY NOTIFICATION CENTER OF COLORADO 1'800-922-IM7 Gil 2 BUS99M OM M ADVANCE MORE YOU DIG, GRADE, OR D rAVATE FDIC THE MAN" OF UNDERGROUND MEMBER ununES. S1-S2 BOX CULVERT DETAILS M1- M3 McCLELLAND CHANNEL IMPROVEMENTS LARDINR COUNTY ENGINEERING APPROVAL 4�D~ � aoum NNeenwe DATE City of Fort Collins, Colorado LrM= PLAN APPROVAL AFFFANM - w Ctty eer 1 CHBCM W. Water lit A Utilit7 Date CNIlE,1® SY: wa ty Date a®CI® Et1Y /-. _?.vLL on Date 110 C sY: Trafne Engineer Dale alt3C1® W. ?gate- W Date Fort Collins - Loveland Water District South Fort Collins Sanitation District Mich" 1). DffWr^ Ifawaw Dolr Tory W. F 3r"wiw EPP- ' Deb eNww�lr�M-^WNr��n4s/rnr. aOAiaw. MnaM�Mtlw aFat C' aEFw �IIsNM whew plonk{ ill a» 3aM Fort CuEhwSonRrsa, DMUkt. / lm,roo eaoYeo w odwnil love saved wftw slynd n��,fwM .r In M M Nartlwrn FiNbw�7 lwvk�. Me. � -a6e Dab: 12/te/ot scam: D im Reviewed Dr. Z cW i MW cis= pW cc> cc �U U w Y C-1 259 BCurE 000 5000 4000 3000 2000 10.00 10.00 2000 3000 4000 5000 6000 7000 7000 6000 5000 4000 3000 2000 10.00 10.00 2000 3000 4000 5000 600 CALF-- HORIZ. 1'- 10' HO vERT. 1'=5' VERT. 1'=5' Mc LLAND CHANNEL z z GR)kMc LELLAND CH DING NNEL GR NG 3 (t F X F 3 w O 1n X 1n X O W X W W W 2.00 a .00% 2.00 a .00% r 33 O t° 0 33 35 00 O 7ic:) 00 35 prj N co 07 t7 00 rn — — 00 00 00 — — -� — —_ 00 — 00 — — — O00 p p O — C5 — 00 N 0 O O O N co N N N I LO ¢ N SIMI¢ LO OR GINAL E =4889 00 `°ova nQ D SIGN EL =4893. 0 CLELLAND CHANNEL 3 O F O F 3 3 F X X GRADING 3 4RQ-9 no)d' O to X N Xnm KALRQ- W W 2.0o e 20- 1 2.00 0 .jko , 00% r 170 0 30l 0r0 c"" HCAIHNELU.ELLAQ — — 34 �� 0I ri 00 M 34 489n nm 0 AWn o 48cm om 00 �� 00�--- o°'o 00— — — 50 n d 00 p 00 O � 0 oN 32 co 0 32 �i O o IRR-9 no TO 0 N N11., 50 N I N I)0 J L I DESIGN EL =4892. 0 DESIGN EL =4893. 0 z z McCIELLAND CHA14NEL 304Rq.r) O z z Q_' N N GRADING 30 no it N X N X K X W X W 2.00 a .00% 2.00 a 2.00% 1 qt III cCLLLAN — — — 34 �� AX � 34 A8qn noc CULVERT ►`� co 48qn no N ar' 00 — — � — — 00 � �- — — — 00 0i O 00 O O O 32 o o - A.t 32 C•i O o dLRRr) no 00 '� N cD 00 uj I N o I I N 0 III ¢ — � ¢ o OR GINAL E =4889 00 I to DESIGN EL =4892. 0 O O cCLELLAND HANNEL 3 F F ADING 3 O (A szo N X O W W 2.00 0 OJ .00% 3 F OPOSED F1 [SHED GR (TYP) F 3 KS3 O 1 r 04 N 33 X X & �i —T �, �O—— — — a1 0) — � — _ 50 — — 2.31 o .31% to 0 0 — o — 31 — — ---- on 31 0) N 0 o po 0 CH BOX NELRgn CULVERT 0) CHANNEL X CULVERT00 50 I N I � ¢ C DOSTMI GROUND ( ) o6 OR GINAL E =4889 00 o co N (6 _ �+ N OR GINAL E =4890 69 7000 6000 5000 40 00 30 00 20 00 10 00 of10 00 2000 3000 4000 5000 6000 70 00 Dj' EL City of Fort Collins, Colorado UMM PLAN APPROVAL APPROVAL BLOCKS: 70 00 6000 5000 4000 3000 2000 10 00 10.00 2000 3000 4000 5000 6000 7000-`i;— LAROMR COUNTY ENGUME MG OWES W. APPROVAL net'' a nrlewac , Data aa �,Lfu • lbc.sYcn / /O ro Z Qs of h�O Dec. NOTMATM arum some. am �frEMOF COLOP" DOME W. �. ♦ i �--- l—L�— '"- -800-v2a- Dote CAL 2 lll9elES3 DAYS 0 ADWAIM 1M M 1, DR 1E Dab �1W OF LOIDERGROUND MEMBER �. Dab •.stir. w. .r 91 � wwewm for .7"of consbuCawl vWm Wrwd wN wMud by o PRiftesimmil ti `F+n IIIm6 Sw I M. Project FLS: 9Y-°S9 Dot: 12/18/ 11 scale: H 1.10,v 1-5 D"kned JFB Reviewed By: 00 LLJ 2 M Z > Q 00 a. irLLJ �WCO CO �UU Lu 0 =Y U v W Y 5t 23 I 00r, SCALE: 0 00 5000 4000 3000 2000 10,00 10.00 20 00 _ _ 3000 4000 5000 6000 7000 HORIz. i'=10' VERT. 1'=5' cCLELLAND CHANNEL z z 3RADING 00 N3 N3 0 w w 1 I .1 0 0 ao — oD rn 0) 00 4,9go on 0 00 00 0 N o o p o 0 (V 36 It � N (0 36 50 (6 50 to I OR GI N AL El 4889 00 DESIGN EL =4894. 0 McCLELLA Q CHANNEL z z GRADING o N 3 in 0 I w� wtY 1 2.0 0 .00% 1 00 c0 c0 00 CV 36 ro rri rnOp 4sq0-n0 36 0 14- 00 °�° 0 00 O p O o 0 0 � 00 CV d c0 c0 N — -- � I rn 00 L0 I � OR GINAL E =4889 00 DE -SIGN EL =4894. 0 Mc D CHANNEL z z GRADING 0o n3 N3 0 Iw P I tOPOSED nNI SHED GRADE (TYP) w cc I J/ 1 I 1RQs nn 2.00 0 .00% O �` 0 35 r� r1i 35 50 — — 00 UO 0 00 — o 0 — — — — — 4885 QM (V �6 I I EXISTING 3ROUND (TYF) 00 c0 Oc¢ IOC DESIGN EL =4893. 0 70 00 60 00 50 00 40 00 30 00 20 00 10 00 10 00 20 00 30 00 4000 5000 6000 7000 e APPROVAL BLOCKS: LARDM COUNTY ENGDCMUMG APPROVAL �.�' Dfr.,y✓z7 /-/o-oZ aum Dandmam WE M CALL. UMN NOTIFICATION CENTER OF COLORADO 1-800-022-1087 Do METRO OR80-1� 11F� 1 DENVER CALL 2 BUSINM DAYS DI ADVANCE BEFORE YOU DID, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTRAI . City of Fort Collins, Colorado UT= PLANOVA VAL Aw+Aov�e Q.e r' ' city I � W. Waaterr`! west r Utility Date OI�D� /Y �/ errmwst� /_ Date cn W. i !if # S wn D.te or ,-T„� •Tr: --a r, wW 4" of notir.r Enj,rr Kn ea e,eKer a KN,KK,wn iii -o" Dot: 12/18/01 Sca.: N 1-10, V 1-5 Do*pied JFB Reviewed By: cns co m im Z >Q0 aI ~ 0 �W cj) O F" �U cf) O =Y a: U v w Y $IIABt 16 23 r e-)r� c; 14 N 1 I 1 < i i i 1.5' WHIT STOP BAR 0 1 1 1 J 0 r N 4" WHITE LINE SOLID EXISTING R.O.W. 6' SIDEWALK _ 12' TURN LANE — 8' BIKE LANE �12' TRAVEL LANE 6' SIDEWALK BICYCLE LANE MARKING (TYP.) SEE DETAIL 8" WHIT LINE -------------- -------------.-------�-- _ KE 6 �oEwALK -- ---------------� .O.W. TO BE DEDICATED FOSSIL LAKE SECOND FILING - WHIT LINE 4" WHITE LINE 8" WHITE LINE SOLID I • tutu 8" WHITE LINE — EXISTING R.O.W. e" WHITE LINE 1' DASH 2' GAP 6 GAP 2, GAP SOLID 6' SIDEWALK —' / 4" WHITE LINE 12' TURN LANE SOLID 6' STRIPED BIKE LANE _ 12' TRAVEL LANE SEE WILLOW BROOK KECHTER ROAD PLANS 15' SLOPE AND DRA04AGE EASEMENT 4" YELLOW SOLID PROPOSED WITH FOSSIL LAKE SECOND FIUNE 4" SPACE 4" YELLOW DASH 6' SIDEWALK EXISTING R.O.W. 6' BIKELANE 12' VEL LANE 6 AL( — _ s:: ���• •: -` - �,: s T^"3 '?d'- ry a �.':sAw+3v-i `ri„i-t�,.•h N KE HTBOAD E 4 4 *> a • 12' CENTER TURN LANE R.O.W. DEDICATED 12" TRAVEL LANE WITH FOSSIL LAKE SECOND FILING 6' BIKE LANE 6' SIDEWALK I LIMIT OF FOSSIL LAKE SECOND FILING CBAMAL STREET & UT ffY NOTES: 1. ALL PAVEMENT MARKING SYMBOLS ARE TO BE PREFORMED THERMOPLASTIC BY PREMARK OR APPROVED EQUAL 2. ALL STRIPING & SIGNAGE IS TO CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 4" YELLOW 4" WHITE LINE 1' DASH B" WHIT LINE 2' GAP 2• DASH 4' GAP 8' BIKE LANE r 4" YELLOW SOLID - 12' TRAVEL LANE fl 4" SPACE //�I 4" YELLOW DASH �— 12' CENTER TURN LANE 12' TRAVEL LANE 8' BIKE LANE R.O.W. 1 204 EXISTING R.O.W. R.O.W. DEDICATED FOSSIL LAKE SECOND F F— -- — — — — — — — I \ SOLI 8" WHITE LINE \ 7' SIDEWALK (3) ENHANCED CROSSWALKS I SOLID OVER McCLELLAND CHANNEL SEE DETAIL SHEET 21 \ BOX CULVERT 8' WHITE LINE — I — 2' DASH ' WWTE LINE 4 GAP - _ _ — — 7, wwwu w — 6 SIDEwAIx PAVEMENT MARKING (TYP.) PLACE ACCORDING TO LARIMER COUNTY DETAIL 14-4 ?14 40 0 40 80 120 Feet ( IN FEET ) 1 inch - 40 tt i I I I 1 I I I I I 1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-0=- VS7 0R90&-J92-1M DES, CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 19-•�I••••••�••••••••••••••••••••••••�•�� ��••••••4" YELLOW • ••••• •••••••••0•••0•••••••0•••••0••••004" YELLOW •-e.-•'er 07. •-• 0SOLID 000 ��• • 4' WHITE LINE •••••••••••••• • • • • • • • ���• Mm • � LARIMER COUNTY ENGINEERING APPROVAL 'pem,� / %O - O L cwlwm e1101ma •1c Mw Fort Collins — Loveland Water District South Fort Collins Sanitation District 1-4•011L Wah" D. WWW Mw"w ' Oda Any W. Fana, Spla&4 pMaaMlrpwioq-, adda�aan, addlNaa��dnmWbD and moditoba Ee U w DYtrkf and tlwbgwTmFort 94wmr Ridbtlonew FCLWMr - laMwW Nbbr APPROVAL BLOCK - City of Fort Collins, Colorado UT= PLAN APPROVAL APPF WM City Engineer Da a�Dt® rr: Rater k wastewater Utility Date CNl61® W. Al, 4, rmwater uUnty Date Im;iiiiiilI or. C, Tr !'-JR V-04- Date CIMM or: GO • GO Tr&Mc eer Date CHIGM W. Date 0", ----------- 7h1 ::=V A Y1IYMMIIb � —Y10• wM A nat b he a-d .ate of aW o•Mod by a na *, r anti Fndn..lrh Iarvlolo. oR. d: � W e- ds: ` = x � A a W o � VI Pro F S: 99-059 Date: 12/18/01 Sede: 1--40, Designed By: JFB Reviewed W. VL! r Z W Z ac L z O a Ir LU CO U W Y �\�i[�l•I��ri �71ra �i•u•Y���•Y�rn•rw � ��•�; •� '.\■'%///%■��•.I�I�=!.:1�.ill'�i•�:'.\lug ■ M1 _■_III Y////.1�1�1��■ �■�_.._, ice■ ����� ��r ...�.�..���amm -T1' I8' EL 4913.6.1 iodic% r'r2.. _. �1�:�:.: •.: •7: now +sue, mm ■oaMM mmOm 1W= I :T_1W.'3I:i=af: I 116 i 1 1 1 19 20 21 1 11 24 23 y- - - - - - - - - EXISTING; -C- -407 - - - - - - - - - - - - - -- - - - - - - - -- - - - - - S W 172- STA. I0JJOOj'1a1'- FES if EXISTING Q 3' WATERLINE ; III N III II 1 fill I ABANDONED ZIEGLER ROAD STORM CULVERT MO1:LE I 7 HORIZ. VERT. 1 PAN 0111111111111111 A Sol,11 SIA10+00 -. T�q i0w NORTH 12* WATER -----\UDaSTM ABANDONED 30 WOM STA. 11+24.67 FES 10+72.17 12- WATERLNE. KECHTER ROAD STORM CULVERT PV,<*U 1SCAM HORIZ. VERT. 1 *-5' 1 7- NMI 32 In rn V /0 Gill/ 3:4 JOIN \L RIPRAP 1+2021 Lai TYPE L RIPRAP LENGTH 13* WIDTH = is, DEPTH I.W BURY WITH 6' W TOP SON. & REM TYPL N LAK; F ---------4 E N%7 STORM CULVERT 4 PPA*IM SCAM HORIZ. 1"-50' VERT. 1"=5' 1 milli aim I •=111 via 11A TYPE L RIPRAP LENGTH 13' WIDTH 16' DEPTH 1.5' BURY WITH 6' NATIVE TOP SOIL & REVEGETATE J. 7.. p I e 1. 3;01 1 Bill LEGEND: i PROPOSED GRADE PROPOSED GRADE AT FLOWLINE PROPOSED FLOWLINE PROPOSED CENTERLINE PROPOSED STORM SEWER m PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER EXISTING FENCE x x x EXISTING OVERHEAD POWER LINES 0& P EXISTING UTILITY POLE 0 STREET & UTLrrY NO 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. PROJECT 8ENC*4AMW : PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 100' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.=4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO CITY OF FORT COLLINS DATUM. GRAPM SCAM so 0 50 100 150 Feet h=;Q IN FEET 1 inch = 50 ft. APPROVAL BLOCK: LARIMER COUNTY ENGINEERING APPROVAL .4 Collom Dicod3l" DATE City of Fort Collins, Colorado LITHM PLAN APPROVAL CMN- &blo A"RDV� Cityi Engineer Date CHMCM EV.6 Water & Wastewater Utility Date CHNICKIND 11M AZAIA 1=11-OAP, Date CHBCM W. /-/:r-2wiL ;Qfticalac� �Icecreetl— Date CHOOM W. Traffic eer Date CHISOMM-4-Affrw-, — /- Date Fort Collins - Loveland Wafer District South Fort Collins Sanitation District a-* 3L —4 DOW awry Wook M ~vs. 6"ew. e.ddffj . lba00reWWe F-1 Loow Webw=SXA--tgawj�ok*kL I pl we •e,qo 1W I* ww" =ftlnic"n wom or" am seew * a ProftiOls" FjoIn be w psr .0 Obr*," swvl. Yc ME r"O�ce FLS. 99--059 Date: 12/18/01 Scale: 1 Dasignad By. JF8 Revleww W. CO W z j W LL 0 0 Cr M a. (L 2 06 z 0 W ir O N. to milm, 1 fw7 7 , 5kz WN \ �o \ C 3 ----Ts- soR 51.pvct � i STA. 10+00 BEGIN 15' PVC ---------- -- --- - - - �- - -!. — —.68 FT 15 SDR 51 PVC- \` STA 10+10.00 STA. 12+6 4S HORIZONTAL BEND \ STA. 15-f=64 45' HORIZONTAL BEND03 ' �l \ 02 IL �... I \ 4A. 1_%t1O.a4 I�\ END 15-�)M _ \ \ ~\ NORTH PVC DRAINAGE PIPE PFICIFU SCALE HORIZ. 1'-50' VERT. 1 •_5' ViWawia- �1�aci `-����11111111�1!• 1111111������� .. ]Is lir��� ."'�-.'=.ram. �������\����r'�-'��•li * - �� 41•',,. �,e'=������i�� "•-- ~r' ��i -. ,.. � vim■ m mmmiw 51 NA • 11 1 1/ 11 1/ 11 11 11 11 i I TRENCHAS SPECIFIED i SECTION 21 I CITY OF FORT COLLINS UTILITIES OSED SIDEWALK V. •-11 .": `' f•-:•. ' FLOWABLE "�/ FILL .:� _ - 44. 4 IN. MIN. COMPACTED GRANULAR MATERIAL CONFORMMNG To CDDH 067 WR 51 DRAIN PPE BEDDNO DETAIL N.T.S. 4•-W — ELBOW (VERTICAL) 4L-4S' ELBOW Yj (HORIZONTAL) <3 15' 4' 45 WYE SLOPE To ♦ 0 zto Z_'01111_1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 800-922- I8% oRSOCIF282-W01 DE ETRO CALL 2 BUSINESS DAYS M ADVANCE BEFORE YOU DIG. GRADE. DE IXGND FOR THE MEMBER n TIES. ROINID MEMBER UTILITIES. LEGEN_Dn PROPOSED GRADE r PROPOSED GRADE AT FLOWLINE PROPOSED FLOWLINE — --- — --- — PROPOSED CENTERLINE PROPOSED STORM SEWER m PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER EXISTING FENCE X N— EXISTING OVERHEAD POWER LINES —OHP EXISTING UTILITY POLE 0 GENERAL STREET & UTLfTY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4• BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF.THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES - AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. PROJECT : HEAVY-DUTY PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 100' WEST OF ACCESS COVER OVER CLEANOUT WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.=4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO CITY OF FORT COLLINS DATUM. 1' BACK OF WALK GRAr17V SCALE: 50 0 50 100 150 Feet ( IN FEET ) 1 inch = 50 ft. y : APPROVAL BLOCK: LARII[ER COUNTY ENGINEERING APPROVAL ewm ewDwLFI.e an: City of Fort Collins, Colorado UTHM PLAN TPPROVAL APPrAN LCL L City Engineer Date Q1FJL1® SY: Rater k Wastewa r Utility Date Sto011lCI® �Y: rmwater Utility Date on Date Traffle Engineer Date AA I-2v Date Fort Collins - Loveland Water District South Fort Collins Sanitation District Y±Lsa� - - - l- f•e a Odwd & Mkw4l., DOW T" W. sobwe F+jh' DO* M�d1'nw�'Fmnrd Mom• edmF ww•M SwVywto A Fwt CdMr — 1e"Olor Wobw DYYId •Id LIw Ft CMir bwn DYYkt. Th�A YrYlnunsyN wMa FnsM'�MN S.r.in.�ile an0 •A W W be wnd Aw o0ndr.dM ftm a" PIo1�iwNwaM + y a In tlw wrglry of .10 sw%ftm W_ Project: FLS: 99-0511 Des: 12/18/01 Seale: i.-50, � y rwd B Reviewed W. GAS 7 H J_ W LL c 06 Z O0. J r 5 O Y co -1 259 LC1 I \ ;� I1 \ �\ I I I STA. 12+O 1.17 FES PA ^\ I \ TRiSll — — — n \ S' W53'02- E \ 15.98 FT \ \ i I { I \\\ \\\ 1 10 20 21 1 I s'W5235• WFr A. 1 +43.58540 \ \ 29 22 T�rncNrTOP MuoI { �� 124 t A. i i+86.00 1M5'0 — — FLAT —TOP MH— TISM 12- WATER W/ IWATERTIiIfT UD \ �(\1,8\ �fXISTING \ L — EXISTING ,I \ no _PCs= — —----------y' I1. ❑ �� ; iI ''I �� r � II � 'illllil EXISTMIC 11 N 3. ';ill! ABANooNED ; I;I �; � I L \ ING 12• WATERlh1E, STA. 10+00 FES W\ TRASH RACK IRRIGATION PLAN & PROFILE SCAM;: HORIZ. 1--50' VERT. 1-=5' � • e Sam _ I L . • T ••.11i"is s1�ss_ ■s■■_� � III BEENEaall,�ii■ • . _. _■��®_!1� � • 1 1 ��■ 7 I. SEEN■ I� �■�i■1llp�■rI M`E/=■_`�^1♦� �■ EFEB A F Qom\ . I.. •�I s�a_sa■a_■t1■��q�•/�1!/fj � tr 1 1 �I�'�A�i� 1 1�/M� 1 fit• _ \ ��■�■■ �////B■�� 1 001 r�.,,,f�� I ��/I1�lBl�.ssN.r 7,11 I WIN i i CW411111111 �INNINIEN MCI it . • 1 �r7 •L� , ��■ �' ]111 ■.1:..1 i ..il�r ■BII��s�MINE= III �. -- 11 • 1 see+�rsasas>•a� II all 11 _� I..aNEW-_�a_�a_slsia ��� H/mil H _�.L1•������S ■Bl_ '1CA-!r: a>.•iJlllU ��� 11 �I�111 �� iI�M�B� ■ ��9 /��r r\ �� s1�ao ■ _si��lw■w .��■ � _ ... _ . sip . 1 1 � ■ � Iacas�JK sa�..u:■.`I:, : T •:• Sil} •.: _ON • 1 1 ■ :a�aa��� ���ssl• o��s>E,■ri���ss>•��e 71■s�nrr_si�s>_Isi�a_� ■ NONE! aasl�a_s1s1s>•as}■C��a_�a_ rjm • 11 1 11 11 11 11 11 s V\ F -- _ STA. 10+72.09 `\ 'END 30• PVC \� 80.39 54 \ \ \ 5W5 LF \ 30- SCH. 40 PVC \\\ \\\ \\\ Ft\ STA. 10+17.08 • \� \ :I ------ `\ ___PQ�'DEND POND OUTLET \ \; sTRt7t;rORr, .4►RUCTt1RE \ -Y i 'C STORM WATER QUALITY POND OUTFALL PROME SCALE HORIZ. 1--50' VERT. 1 •-5' 1 I �ss_si�a�l�i�■s1_��� �� �1■Nv � • s>•na�■s�ME HE Ita• _�� ����8_g� Ina !�• NEW 11� m PON— �>t ���sl s!• 1 � .= NEVA IL IF • 1/ 1 11 11 11 11 CALL UTILITY NOTIFICATION! CENTER OF COLORADO 1-800-922-IM7 oRRS08-292-1M "ova"�7ROR QN.L 2 91.61111 DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE WARNING OF UNDERGROUND MEMBER URUfIES. LEGEND: PROPOSED GRADE + PROPOSED GRADE AT FLOWLINE PROPOSED FLOWUNE — — PROPOSED CENTERUNE PROPOSED STORM SEWER m PROPOSED STORM DRAINAGE INLET EXISTING STORM SEWER EXISTING FENCE iE III M EXISTING OVERHEAD POWER LINES —OF1P— EXISTING UTILITY POLE 0 GENERAL STREET & UTLITY NOTES: 1. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2. ALL STREET STATIONING IS CENTERLINE UNLESS OTHERWISE NOTED. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4- BELOW FINISHED GRADE. 4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES -ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL•BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. PRO.0CT : PROJECT BENCHMARK: ALUM. DISK IN CONCRETE, 1 DO' WEST OF WEST GATE TO SANITATION PLANT, ALONG FENCE LINE, ELEV.=4875.74 (LARIMER COUNTY MAPPING DATUM.) ADD 2.67 TO CONFORM TO CITY OF FORT COLLINS DATUM. GRAPM SCALE: 50 0 50 100 150 Feet ( IN FEET ) 1 inch = 50 ft. APPROVAL BLOCK: LARMR COUNTY EN APPROVAL COUNM OWNED" DX City of Fort Collins, Colorado UT= PLAN APPROVAL APFRDVM F O Citt Engineer Ddte Water h Wastewa Utility Date Storm tarter ty Date c1■c1® ■w __�� min 3c e/-1 r+ sac. er ena on pate Qt Traffic Ligineer Date tv.aecl® ttrv: I-lf Date Fort Collins — Loveland Water District South Fort Collins Sanitation District ummo D. DInIB•. Dab AArrwdlll.�«)a. asals&m..wakanw.*anw, tlE�.D•wWr«t TIN wal. OMki an0 IM Srulh Fail Cann SariOotbn DY►kt TO•w ea011le. A Y.Yvnrbyaf w•1•• Fiq►IwY7 lwvbNNarM.r bt en0 fw nM b b a•M aawbud m r dpM naa..rn.I rlrwww I• FwyAlwFe 3w•Naa. � Pmoct FLS: 911 Dote: 12/111/01 ' Designed W. JFB Reviewed By: ks,sGAS� w J_ LL co {L III— Z 06 � Q O J c a 0 0 � Q W i cc W Y Od cc Is- ''O V) Shoot I V e 23 Lr% N STA 12+10.00 END 36" STEEL CASINO w/CAP APPRX UTl POTHOLE LOCATION DEPTH 12" MATERLINE - 65" ADAM VALVE BOX RESTRAIN N PLACE DORM CASING CJCIC:11 1 IIVV 4915 -__ __. -.. _._ _ _. - - -- -- ---- - __- _-. ._ - -- - - - - - - - -- - - - --- -._ _ _-- - - - - - - -_-___- _.-.___ -- .--_ - - -- - - -- - .-_.. ._-- - --__ - - - ___- -_ __. - __ - - - - _.- ____ _ .. -___ __ - _ - _- _.__._ __ - .__-_ __- _ - - - _ - -- - - - - - - - vERT - _ ,• s 4915 .__--4______ - -_ - - - --- - - -______ -.__ ___ _ _ __. -- -- -- ---- - - - -- -- - -_ __rt - __ - . _--- - - - XMM 4G WATERLINE - - _ __ - - - _ - -- - - -- _-_ - -.� _ --_-- - - - - - - - -- - r r _ - - - - - - �.--- _--_._-__ - .-.1.__ - CENTERL EXISTING - -- - - - -- - -- -- _ aF_ _ NE wA,EIL NNE - - - - - _ _ _. - - - - - ---- H. - - - -- - - - __ _ _ _ - - - - -Exisn - - - - - - - 4910 -- -- �- -- BASED ON LITILITYPOYHOL --0.— --' -- - - {--o ----- - - - -- - - - 1 --1A l. 491 - - - - - - - - - — - __ _ -- - - -- - - - - _ - - - - - - _ _ - - - _ - _= 905 4900 4905 4900 - - - 777l _T -- CASING -- - -- ,-- 38 - - - -- --- - - -- --- --- -- -- - - - - - - - - - — - - --- - _ _. __. . _ -_ _. - - ____ ___ - — ---- -- _ - - - -- - - - - -- - - - - - - -- - - - - - - --• -- - - - - -- --- -- - - - - - - _ - - - _ _ _ - -- - - - - - - -- - - - - - _ - - - - -- - - - - - - - - - - 4895 4895 - g --, - -- -- - -Z+ -- - - - ----- - - - - - - - - - - --- 13+00 14+00 15+00 16+ 17+00 18+00 19+00 20+00 21+00 10+00 11+00 12+00 si_wslslwslsswas�ww sT�wE6I.6>.---���r�In6wws>_ww� � w ww I- • • w��ww�www6111111•�ww s101Hws1s1016fls1swsT�wslslsw wwst_ sww�w�� �� - • • • I �=i ' �w=swsl. _� s1BHwwwsw� �■w� a�wse>_ww �Ew ww ww �� s1s>• :: a� ew�w�www�>—wwsw�wwww��Ew � wst.���wwsi.s>_wN�wwwls Iwwww>.swsl_N��w_s�s>_ ws>_i��� ,••`� w����wN»mwww6wwsTNw '���'�� �� ���-Nst���w6Tw����� ">•� BOBBER �www■�s>_wwwil�wsI•iww 6i• 001001 �wN���w�w �w�.� - wwww �wINEEMI I»»>_ww�� ww�ww�sw66»»wss ����61• •� 1, m'" - C2- w �ww�s����s1�w�swww�ww�s>•��ww��sl_wwwN��I r ��iw��ww • „ R Ns1>• Ins I I NOTES: 1. AS -BUILT INFORMATION PROVIDED BY KING SURVEYORS INC. DATED 10-24-2000, PROJECT #9700aASB 2. ADJUST ALL EXISTING VALVE BOXES TO %" BELOW THE PROPOSED SURFACE. 3. CONTRACTOR TO VERIFY EXISTING WATERLINE DEPTH MEETS THE DISTRICT STANDARDS OF 5-6 FEET AND NOTIFY THE ENGINEER OF ACTUAL DEPTHS AND LOCATIONS CHECKED. CALL UTIIlIY NOTWICTXNN CENTER OF COLORADO 11-800-922-IM7 MEIRO ORSOO-AIM GAL 2 IUSDAM DM N A9WAM WORE YOU DE;. OMDE. OR M"TE FOR THE wrevraD OF UNDERGROUND MEMOIR UT11l 40 0 40 80 120 Feet IN FEET) 1 inch = 40 ft. Fort Collins - Loveland Water District South Fort Collins Sanitation District /^e•o2- . o. Dw•a• MI&W Date T ,y W. . SY4.. E"l Date I�woea, pewee. 0:Ww1 rpnr..amuo�rw.X"Guoe. mw naancoft". b u.e. DN6k{ .r' u.°is.ulF more cew. Saib�u w D C*Wm — Lowl Watw LARWR COUNTY ENGINEERING APPROVAL -� /-A0 CCIMIV ERoleEaS Mw_ City of Fort Collins, Colorado LITHM PLAN rr APPROVAL APPPK t city Engineer h � W. Rater & Waetawater Utility a.c W. N. A • /-11-0 Stormwater utility Date ''[=— -' Traffic Engineer D.t. C- Date u� = e11 s W s Q ZZ h, R Project: Fill 99-059 Date: 12/18/01 Seal.: ,•l DeWped By: Reviewed %r cAs 7 W Z (� cr cz W O Q aZ 0% H oX0 MWcr 0: W Y V W IN / N / STA. 10+06.93 CLAM LF CONC. CAP N SEE PETA1L THIS SHEET / !TYPE L RIPRAII STA. 9+W.35 THIS SHEET -STA. 28+32.07 SHEET 19 L1'-q 28+88.04 CL KECHTER RD. i CONNECT TO EXISIIIIG 12" PVC WATERLINE W/ 12- 45- BEND ! T.B. ADJUST VALVE �STA. 10+91.90�pl SHEET 12. 45' HORR. W/ T.B. S 87'59'40- E 110* fir, KECHTER M. STA. 12+01.53 THIS SHEET 12. 45* BEAD W/ T.B. Existing Fort CoNim-Loveland Water District Easement. �'' • a 1, e)�All � awl. •-�•i kil 1 � •-•♦ia•Wa• -STA. 121+87.23 CR 36 CL 12' 45' BEND W/ T.B. —] —■ —] _■ r- r r I. r • a-.. n F. •• • ].. r, I • al r •• - PROPOSED 12" WATERLINE LF1 40 0 40 80 120 Feet ( IN FEET ) 1 inch - 40 ft. DOSTING STORM LINE WITH WILLOW BROOK SEE WILLOW BROOK PLANS EXISTM SANITARY LINEWITH WILLOW BROOK �d SEE WILLOW BROOK PLANS \ deal -- - -- ------------- -- ---------- � •x.a m-a •e-.a we m s.a SS $ $S $ S 88'2731- E - ----------- _. PI STA. 18421�05 / STf. . 21 +29.93 12' GATE VALVE / ' CT TO EXISTING 12" 1 I STA 18+11. DESIGNIED � � WITH WILLOW BROOK. MIN t�sw�tiiwwr•^.Ie.Mng..'�1�.-�1.�F.t:1•7W.CT..I1�.1�tia��.tR��■��i�-fill•.����tt�tii.��O�t�iiV.>—�ltt��R��l�t_--���_������i�����tt������tiTt--��������Rtti/s/��t�tp�ttiiiiw4E��•_'iw7.����t�w"�'i!i. 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T.O.P. ELEV:=4879.00 12• PVC WATER 12- PVC WATE SECTION A- A N►�syr� 3 It- SURFACE WATERLINE 1 NOTE: USE y3r mm STTROFOAM BRAND ► m LOAD MISl1LA- STH AN YAINI RACTlA1ED Bl' DOW 4 ANY OAR G E 2 MSULATION BOARD SHALL BE USED WHEN WATERLINE COVER Govvt IS LESS IIHM &0 FT. NS'ULATION BOARD NTS Is 60 CALL UTILITY NOTWICATION CENTER OF COLORADO 1-800-922-W87 0140111-tm1 III CAL 2 BUSO ss DAYS N ADONCE BEFm YOU DID, aMOL OR DWAINKIE FOR TIE MAIN NO OF UP OOICIIOLND Fort Collins - Loveland Wafer District South Fort Collins Sanitation District Mcb" a OlrvOo. aa••gar Do% Tw,y W. F s/wwm Deb N..di111w�10.- M6wodum...•dmbbl odwe"llw iwl IMwd Wdw Dblrb£ DAM Yw SWIM F•s1 Calir� DI LARIIIER COUNTY ENGINEERING '1 APPROVAL �,s / ,* -02 cau/n eaalan•a DATE City of Fort Collins, Colorado UTILITY PLAN APPROVAL ArwwtI 4 • city pwneer Date HaeaeD BTt". Water t Wastewater Utility Date staQeOeD SY: ��• rmwater uUnty Date OeCIeD tllf C, 0� �-!� ♦Ot �s k Recreatton Date pea® BM Traffic Rngineer Date Date 111M1• ll1••YI�• A b•b,•Ilwlb d wMo• A-Iwel MO/elY• /•r " %" of OW wwM y P1006101014 rilyMYw b tll• ••Iebl d able,wn GleMwwYp 3•rvkw. Mle. 4�4Y aC U a W WC �Ia w . R Project: FLS: 99-059 Date: 12/18/01 Seale: Designed By: JFB Reviewed W. CAS W Z C0 Z I.L. LLi W Q aW� moo in a Q 000 cr CL /a: I.L. LLi ~ U Y U W Shoot 20 23 cs h I I I ENDSTEEL CASING APPRX. UTILITY POTHOLE LOCATION 120 WATERLINE 650 _L:jDEPTH • —ADJUST •Y RESTRAIN IN PLACE 1 Y•Y• DURING CASING �HAAj CONSTRUCTION 'd i. • .I • r t j � i I • 1 1 • a I 36" CASING PIPE I • :7 r • Thl 11 '71 �• r-• 1 � -�_ -••, tea, I - _ Anne • =�� �� M �FA MEW ���� li.:•.�y'�„ --r.�,..�•ifw•n., '...•..tea 1��•e ���� i:.]��� ..1......•.■....•■.� ..sesIt Ass�s•l• .• �L — •• � NEW I is 1/2-MA70MUM NOTE: PROVIDE CAP OR SE/ OPEN END OF CAP. (SEE FORT COLLINS - WATER DISTRICT SPEC - --- - - - 0.015 STAINLESS STEEL STRAPS (TO BE USED WITH REDWOOD SKIDS) STEEL CASING — LC,SING SEAL STAINLESS STEEL BAND STEEL CASING CARRIER PIPE ELL OF PIPE PROVIDE CASING CHOCKS EACH INDEPENDENTLY BANDED TO PIPE BARREL � CARRIER PIPE TRANSMISSION LINE SUPPORTED BY CASING SPACERS. NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. STANDARD PIPE CASING DETAIL ®SOUTH FORT COLLINS APRIL f>;�s SANITATION DISTRICT GALL UTILITY NOMCATION CENTER OF COLORADO 1~800-922-11IM7 oftSOi•lwilY1 outfix 6111 2 SUNKSS DAYS N ADWAM 8MK VOU M OINOL ON EW^lk7E FOR TINE hVMK 0 OF U DEIIDIOIIW � UMJnEL Fort Collins — Loveland Waf*r District South Fort Collins Sanitation District L- s-eZ ra.. o. arYe.. bl�wpr ors Dr Mrwd11l=�rgrr, rMwMw�nerwAYYs=. ArMlon rn/ n=ellwYsnr b Y=w =r~SrrM F•R CaWr�Sw�ayWrnlM F�`dir - laMwN wrlr NORTH 40 0 40 80 120 Feet ( IN FEET ) 1 inch = 40 ft. LARII[ER COUNTY ENGINEERING APPROVAL cok"" nawlmwlc DATE City of Fort Collins, Colorado Lrr= PLAN '�APPROVAL CRY' Engineer Date a,ol� ICY: Water lit Wastewater Utility Date p■p� iN ilk -D attoormwater Utility Date Date Traffic Engineer a�a� III: Date Date lb••• a•w•q• e b•bwnwlb ar ••rMw "�mw4 %I.•e�""'.Ii= ••• A ••t to be amd Cq=t11=-m U."m 1�e=• rY• s••Yr b • Pn/�ir1.1 fnyY=R b r= wrglsr of Mwrw.n fiNb=�Yp S•rYio••. Y=- z Q ce N Ie N W x fai O P 01 RR o r n w L VI .Pro; n.S:19-059 Date: 12/18/01 Seale: 1.=40. Designed By: im Reviewed W: \ GAS J co H W Cl) >Q J oU a: cr O 2 _Z aa: p J 0 06 W �- Z WaJ _ a. Yqq N Shoot O 23 Y IN Ls % 1—\J �7� wMw I�IIY1r A F 11 aaw A wk fA be IMY M mW=of aaaaY"wew" aa/a� al�wr We www by M1,k,W, l a 10 b en eawlay of w wvw F�Mur7 ewwb ba. Project: F S: 99—OW Date: 12/18/01 Scole: 1'-40' De•*ied By. .Fe GAS CO Z Z LU O - a Z O � U 0 C7 o� w H v X Y W Sheet V2 23 k FORT COLLINS ONLY 84' ROW (r*L) XN AM R� Es"t Wa 12 Fence L 15' min 6, ck or Trawl in r4 reval B' T eQtD MAY WN)TH: 52' RlfylT OF ay V=: 84' (min.) plum 30' (lain.) uWty seem mm TRAVEL LAWM: Two 1o11ee. 12' wide. LEFT TARN LANES: 12' wide of illsrssctierm we nssdd. MX_UHM: Two Ile . 8' wide. pagiiplfr: None Pd6ls]IIAY: 10' (min.) width. Additional whM cpfiorlm SgX31 K: 6' (min.) wide. AddW*" widtli may be required for higher Pedestrian troffic in and leading to activity areas. ) N1: Not required, except where ra osssay is control accuse and/or to provide pedestrian refuge or alas Developer -- requested mediaro as approved by the bed entity. A - We al roadway and right of way width may be required. WHERE USED: Those specifications shall apply as required by the Load Entity when a Collector strest a shown on the Master Street Plan or when the basic whoa, on the strati is anticipated to be 3,500 to 15,000 vpd. DESIRLSEM: 50 MPH - SPEED Lilo: 30 - 45 MPH AQ=: Access will be limited. Pants of access must be .approved by the local Entity. : unlimitied ZEN=: Fences shell he setback a mink mi of 8' from the parkway edge of the sidawaill. LAIR AND CLUTTER: Vertical. 2—LANE ARTERIAL STREET UNTY LARIMER CODESIGN ��' URBAN AREA FIGURE DATIL• 09/11/00 STREET STANDARDS DRAWN BY: BKP —i1/4t_Ner 1'alllD Air owL iII/Tramm 1 Ire/ I in—r 1/4. See bet T OEM• L I L SAWED JOINT --� • LONGITUDINAL JOINT. T/3 TRANSVERSE JOINT, T/4 1/4� Ner PeII® AR 1/e'ImC!!6 1 IMlner MIN. L _T - womm ROD SEAL AT --A CONSTRUCTION JOINT FIGURE 7-3F Gutter edge may be tapered or battered. (Typical far ON Curb A h Gutter Types) DEFORMED /4 BAR 1 (DRILLED SAME Siff AS BAR AND DRIVEN IN) — N.T.S. saawhreean VERTICAL CURB AND GUTTER ALL SEAMS BETWEEN NEW AND D0S7MIG PAVEMENT SMALL BE SEALED WITH HOT ELASTIC ASPHALT FILLER COMPOUND OR APPROVED EQUAL I I a I I a I I a I E� I z ' I az I e Right of Way Detached Sidewalk 6' ` In12 me TYPE II X-3•-0' NOTE: 1. Concrete driveway must be provided to the property line. X — Curb Trorm"m t.ogth Y a Parkway W4111 in Typo I Approoth W — Driveway wmm t - Concrete Thickness - minknurn 6' Type I a With Detaclwd SidewoMl Type N >. With Attodied SidswaMl fer to thNmpoerIM for PlW*%Am removal dimensions. W = Width A IE 111 I - x c N OrI Attached Sidewalk It iu I n12 max. Bark of curb Width Varles X=6'-0' TYPE II STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION APPRovED. DRAWING URBAN AREA DRAWINGS -D'TZ• 08/07/00 7-29A STREET STANDARDS •DRRAWN BY: BND' r A OOIOIen CONCAM VT OMAM OILY) W(FT. omLNIN 0140 1; Tz >tOpE L1A>< 1/4' MAx R llP LF s. , - - , - ' < .. k to OOT= r f o - MIr UN PARIALLT OOIw® OONOOTE 12" WRITE STOP F > > £ a BAR BY STREET PRINT' PLAN HEW SECTION A —A ILTA N.T2 SOLDIER COURSE PATTERN River tMMS OVAL K OO WN 0MASM VM 4 us/ SAa MVe Na 1117 DAMS COLOR BRICK RED SOLDIER COURSE PATTERN (AE 1M) NO IT ON APPIMM NODAL DMIS WA11 WAILANT OR ArrltOWD DAMS COLOR SANDIEGO BUFF DAMS COLOR BRICK RED EOIAI OVAL A Armen ON ALL 0o1pm aaeotrl[ surAgo. l%T• OOIiNe t W/m• / OMIh G oDlalls raTNNM OF lee RAMP OWL K raw. lMU1aT AND DOM11lD i F. Y R % 'd .M1 O Q '• ss• O : iiilf TOiMN�a VEIN OO Wilke " amv) i N NN11 M ao e q o o .ii ism 1Ri110NOMN AN 10 R !)PB FOrDOIQMw A VIA%& DNOCC M VM Nw sl>rTOP. a V % 06 .+ O' a C U a 1/4 10M 0® lORs Jot1111 N 111M N ON me181 AN fioNLL 40e /5 REBAR O 12' O.C. i/+er O w w„ O O O a O d o r.MAY loos No GLOM lww D D CM F1rNW�ROW {NO AS OOM = G C f 'O C 'Y' Q% A = so. 02 MolmL Y OOI�T[ T4NONRIR e ll IIIOOS TYPICAL CROSSWALK DETAIL U 02 ` p °° Jd1T MT1a1 A t AtNXhlplo >o t11e1sc1oN tN1Tt01 oN IO N O m M Y O KTOYNe of IN I=& Now. .^ 01 O U wBON RMT rNNwl a w1aA® weOt MOW' SMAO1 R MIr AND IMMllwli O 011 q .-n • A N 111111114 R Ow• NAY N[ rows AT lee NAOI Or TA MIr AN OIOeI i 18-11.0wN % A Wr= SME W ARAKIIR If ClII•II1110 IT I NO s R1R a1N1 Ale INMMM Mir WIN !MI► A reside FW. M TA SAME AN 1t MiiT AGMt71► >DLfYR INNORTM O DIrAIIt lr lD A 1M1MI11 1Me111 OF N PEET. IM MIr IlNhgse MAY K rows IIa1aJnNe WIN I1E ADA%Mff TMMOl10MS rNoaes I1MT AM ArINOIM 'ONII[-OP 11111110111111" m Y® to OCIA1 im Lmmm AAA ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) DECORATIVE CONC.CROSSWALK (PATTERNED/COLORED CONC.) PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY DRAWING LARIIIIER COUNTY APPRDnD. FIGURE L ARIMER COUNTY 1PPA0�: DRAWING CONSTRUCTION DESIGN CONSTRUCTION URBAN AM EA OAii li/ats/oo URBAN AREA DATE: 11/06/00 URBAN AREA DATI 11/la/oo STREET (M1,,VlteTY DRAWINGS DAWN IY: 16-11 STREET STANDARDS FIGURE DRAWN BY: 16-09 STREET STANDARDS DRAWINGS Dn�RI �. MAD CALL UTILITY NOTIFICATION CENTER OF COLORADO rlle-800-022-1A87 oR90A-�' 11 `DENVEEOR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. =SWALK HARKIIfeL An Enyneera study should be , equb'ed from traffic signals or stop signs. Con to the projected fkxrba or abutting to lane IYne are In the cantor of esdn isne. the lane. It Is bportant that the Cont �n 10' AS k MilmOd 0.) WeAm, rr . Iwm imme et No casa abd a—r 4' b— — wwal we dear—. ma r.e wler anal r,rr, al as waa wwat O nwo— �e M bwrwe s ea sup ea Vld[ Lane r White Rs ~ be ale law •spate ' beewon haammmaka n1I Y wamai r ea� dear—. Is ww,w IS bear" bolt awl am No Idea area R rr r aanr.e r dew Imam e. aQ a awwwee w sa bee keno aeeenef r aleeaeeat octal bar r o ennrr law 1•eb•aM f4�a Not RpWd with Ova kmpths krss el -- eke m ume 4' waste 1e spme.n�ts 1a• (91 Ratb) Lba 4• .Veto 1 before crosswalk Mrldngs are Installed in locations easy ntal crosswalk bars MW x 9' typ.) shall be placed adjacent exating trosspon A bear rhea be Placed centered a each Lanes S' made or ass Mal not receive a bsr centered In rnarMYgs are, In Wpvlent with the &="a ramps / sidewalks. Projected FkxnlM (FL) - I T-M, - �r_ Only STIP LDE4 mea. lade r_ (13' . lOpp.)) slam..nberbwe r Meeram" w O pebA babbal epa .rdn. am,ie aeAee r aka (.wn eAw ., w,M .0 wbarr) — rkw.+w ran' Paved r r h ee,w— sere ee per knxwe4 M On bM r aw spew at • mwW aswra, ar ewe cosM aroma al as sweet colors amoa Ir as„10,a IM,1 .� M tea anon are„ 00 Mdey wk�t .eee M s,e /a.wAnd AL 9 I NI Double Line ellow V\� 4' Space u AL 9 I NI Double Line ellow V\� 4' Space u NN1aATCRY IWEMdT� as . raw ,.mare• Ire ewe ,nwMne mm" I.W. hkv xweosin (ao0e.laweee b +y). sr.ear e wade .. r w aw. r bneR1 -- ..a clan 0 rwa A Not Required elth lane lennths less than 100'. r WNte Line1' Dash r cap 4' WNte Line F Dare 2' Gas On ae.s Delbe aAwrn r haw cep ere eww s eeM deenebwn M. 2• eepaea Yollo STAND. PAVEMENT e MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION PROVED: URBAN AREA DRAWINGS DATE: 0e/07/00 STREET STANDARDS DRAWN BY: DSL I I 5 4' White Line --{ DRAWING 14-4 City of Fort Collins, Colorado UTIIITY PLAN APPROVAL APDII®t-e 7/41 City ineer Date HI GMEO ® Dr. Water do Wastewater Utility Date OloIM DY-//�r92 stormw 'ty Date a I1iw / ris four tion late C!!CI® DY Q(Si•�e ear Date Date TYP. BICYCLE LANE PAVEMENT MARKINGS LARDER COUNTY CONSTRUCTION APPROVED. DRAINING URBAN AREA DRAWINGS DATE. 08/07/00 14-6 STREET STANDARDS DRAWN BY: BKP LARIMER COUNTY ENGINEERING APPROVAL COIIM DOODOI M eAN axw aarnee A iwbanwayof awrw E � Sarrow��bc. as en nal is be mW tar sry 0'r• of kwnebeelrn enrw read one eeeba by e Thal —I apMr b the wnaby d IlorUnern Fnebwwbq 3enYio�. bn Project: F15: le-059 Dote: 12/18/01 sods: NA Designed By JF8 1 Reviewed By: \Q-S co H Z wc L 0 W a` = V, v� o � J Q M0 N.L. H W W T� U Y CSIP1 25 Ltn1 MIN. F0.1E' DDRo R POUF MME em aw-Mc t CA eEARM10 SURFACE MINIMUM BEAMC SURFACE AREA (SM FT.) PIPE eE11D5 TEE SZE 11 1/4' 1/4 e8• W on PLUG e' 2.9 Ir 1.2 1 E5 I a0 12' z.e sz laz lea 13.3 ap am MAXINAL tssXsaAteta SOL TYPICAL. C2001-MMON GENERAL NOTES: 1. Bearing surface areas shown in chart are minimum. 2. AN fittings to be wrapped with polyethylene. 3. Data in table is based an a podine test pressure of 150 psi and a soil bearing capacity of 1.000 Ib/sq. ft. Adjust the dimensions as required to suit the field owmiuem enaountared by Engineer. 4. Thrust blocks an pipe larger than 12 Inches diameter shoN ba designed for conditions existing at the installation site. 5. Roger to Section 033110 for concrete requirements. NOT TO sm ZETE THRUST BLOCKS FORT COLLINS - LOVELAND DATE APP"otEa WATER DISTRICT FEMARY 1994 PLAN A-0413E r�1 PIPE DIA. HAX. X �i. — LIGHTLY COMPACTED CAREFULLY COMPACTED . o- yam+' o. COMPACTED GRANULAR MATERIAL MEETINGG C.D.O.T. - CLASS 67 CLASS B BEDDING DETAIL ® FORT COLLINS — LOVELAND DATE iI Ro" WATER DISTRICT FEBRUARY 1994 NOTE: WHEN THE CURB IS SEPARATED FROM THE SIDEWALK, THE STEEL PLATE SHALL BE PLACED ON THE SIDEWALK AND THE CONCRETE CHANNEL (WITH 6- THICK WALLS ON EACH SIDE) CONTINUED INTO THE CURB AND GUTTER. 5/8'x2'-6'x4'-6- RAISED PATTERN NON- SKID, GALVANIZED STEEL PLATE AASHTO M-111) 5/8- GALVANIZED 3/8' BRASS SCREW PLATE 18' O.C. W/COUNTERSUNK HEAD FLUSH W/ PLATE 3-4'x3/8- 1/4' GALVANIZED 3' ANGLE NO. 3 REPAR ANCHOR-18' O.C. 1' DETAL A 5/8'x2'-6'x4'-6' RAISED PATTERN NON- SKID, GALVANIZED STEEL, PLATE (AASHTO M-111) I4'-0'—Iy},}�- 3' 4-5 1/ 'j ` 1 i.. MEWMX CHASE DETAL / NIS FWF01 s/SnWIRS/NTCK*X 6 6- F- — 3'-0' \ SECTM A 3/8- BURY IN PAVED STREET /'— PROPOSED GRADE VALVE BOX VALVE WATER LINE NOTE: - PROVIDE EROSION PROTECTION AS PER THE MOST CURRENT SET OF DISTRICT STANDMD SPECIFICATIONS. Mwr M SCALE GATE VALVE AND VALVE BOX DETAIL ® FORT COLLINS — LOVELAND DALE mmvm WATER DISTRICT FEBRUARY 1994 PLACE CONCRETE JOINT ENCASEMENTS ON A6 SEWER JOINTS 10 FT. EITHER SIDE OF WATERMAIN - --N 11111111M,M 7 1.5 FT. MIN. Ar MR WATER LINE SEWER LINE MINIMUM 3000 PSI VIBRATED IN PUCE r S IN. MIN. (TYP.) 12 IN. MIN. 12 IN. MIN. «- 6 IN. PIPE O.D. PIPE I.D. ' M �; , .._ .i .,: __T SEE BAR SIZING AND LOCATION TABLE 3 IN. MIN. 3 IN. DETAIL PIPE I.D. NO. OF LONGITUDINAL BARS AND LOCATION 15 IN. 8 - NO. 4 BARS 3 EACH SIDE 18 IN. 8 - NO. 4 BARS 3 EACH SIDE 21 IN. 12 - NO. 4 BARS 4 EACH SIDE 24 IN. 12 - NO. 4 BARS 4 EACH SIDE 27 IN. 12 - NO. 4 BARS 4 EACH SIDE 30 IN. 12- NO. 4 BARS 4 EACH SIDE 33 IN. 12- NO. 4 BARS 4 EACH SIDE 36 IN. 16 - NO. 4 BARS 5 EACH SIDE SEWER JOINT ENCASEMENT CITY of FORT CoLuNs SEVER CONSTRUCTION APPROVED: WATER AND DETAILS DATE: 7/13/90 WASTEWATER UTELITY DRAWN BY: SKC *DETAIL FOR STORM SEINER LINES CROSSING OVER WATERLINES CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 oR30.9-40W2-1N1 0E►� CALL 2 BusINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. FABRIC FILTER FABRIC ATTACH SECURELY TO POST STEEL OR WOOD POST COMPACTED BACKFILL SECTION VIEW i J___ 4'x 4' TRENCH NOTE: 3 IN. MIN. 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 ACRES PER 100 FEET OF FENCE 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE-HALF THE HEIGHT OF THE FENCE HAS BEEN FILED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. OLT FENIN N.T.S. STRAW BALES STAKED WITH TWO STAKES PER BALE TWINE POINT A MUST BE HIGHER THAN POINT B DETAIL 7SECTION A 15 of i` o a. !o' o-: ao:o Fort -Collins - Loveland Water District South Fort Collins Sanitation District Wdwe D. DOuRea, Mop4a Dab Tarry W. Fens. Syabft EMereer Dab AdMwalYrgew�. seiwNgwanrwaaddRIO ddrrNkia,bwe and nwwl1wda. to as DiehkF and�e b*Sa ag, Fort CaNMww SanlMDanIM F - LoMwM wrier COMPACTED BACKFILL l „ w GENERAL NOTES: 1. INSPECT, REPAIR, AND REPLACE, (IF NECESSARY) THE FILTERS AFTER EACH STORM EVENT. 2. ALL BALES MUST BE REPLACED AFTER 12 MONTHS UNLESS APPROVAL IS GRANTED BY THE ENGINEERING DIVISIONONN FOR LONGER USE SMW rLE DM VHANNI APPC7M APPROVAL BLOCK: LARMR COUNTY ENGINEERING APPROVAL coum 09NNI1 UM DATE City of Fort Collins, Colorado UTHM PLAN APPROVAL APPIOIo1I®t City Engineer Date allow ar Water & Wastewater Utility Date 1-11-04 - - Stormwamrr Uunty Date eC� Dab Ctip� rr: Traffic Engineer Data 6V00=& Dab C-1 259 Ir 7Rwee droeepe aw iMrwnwb d eerrke Rnn an0 are W tobeee nd M�n ��d WW eealed by a Prdeedwwl filo / in on -sly of Nwv w E'a SerMwe. Rne. z seK Q H W Z � A Q R I d; i W � w ol Project: FLS: 99-OS9 Date: 12/18/01 Scale: NA Designed JFB Reviewed By: CAS W F— Z W cc W a = 0 J O W w F.. im U W Y ��1 Shmt %_23 i 1 OVERFLOW VIER 4891.73 VGCV VSEL 44MM 1 l _ M !■ f 113 ell Detail) 78 LF 3■' ■Cri 49 PVC I11.9% Trash Rock i le' Deep Cutoff Vail O'"wic_e tfo eeta■I l� C� A� Wit = 12' I Structural Steel Channel �✓C°^c 6' - Formed Into Concrete, To Span Width Of Structure. 3l O O O O JO FIRES DRILLED OIO OIO INTO �' STEEL PLATE 0 0 10 0 B O O 1B — o.IO OIo 4' O O O OI - 0 0. O I12' Max. O O O O - A Sbwctuvl stOOl CharSwl _ F& Into Lonkrete. D - ■ stwne stets ■Ma r LnNrrdtto t VOWS - WQCV Trash Racks, 1, Well -screen trash rocks shall be starless steak and shall be attached by Intermittent welds along the edge of the mounting from. 2. Dar grate trash rocks shall be elumMwn and shall be bolted using starless steel hardware. Overflow Trash Racksk 1. All trash racks shall be mounted using starless steel hardware and provided with hinged and kxtksble or bdtal" access panels.- 2. Trash racks shall be starless steel, aluminum, or steel. Steel trash racks shall be hot dip galvanized and nay be hot powder parted after galvanizing, i 3. Trash Racks shall be designed such that the diagonal dimension of each operirg Is 1 i 2' VARIES W VARIES 2' i -%5 BARS TOP OF WEIR 4 4 ELEV.-4892.40 (POND 1) 1117-711 BOTTOM ELEV.-48M.75 (POND 1 qq a h 2-j5 BARS NOTE: TREMCM FOR WEIR OUTLET STRUCTURE USING 8- Will IM THICKNESS NATIVE GROUND AS FORM WORK. CONSTRUCT (SEE NOTE) WEIR 8' MINIMUM THIC101M UPON COMPLETION OF TRENCHING, PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY. FORM TOP 40 . POND OVERFLOW WEIR DETAIL N.T.S. LOCAflON W (R) POND 1 40 N.T.S. IVi. \ACi+v - CARDER CONCRETE PRODUCTS CONCRETE FLARED END \ 1-xl-x3/4- L - --- CURB INLET TRASH i RACK • xzr: 1�1d = \ GRAVEL FILTER (APPROX. 3/4- DMA.) � WARE SCREEN CONCRETE BLOCK( (APPROX. 1/2- MESH) \ � A O2-x4- WOOD STUD TAAM RACK DETAL - smaller than the dameter aF the outlet pipe. FINISHED GRADE 16, MAX J�21Wr MAX felt ■wn or CamdLM Awra— etawrwd Lady IMen TM sack Att.dwSs VM�ia 1F� RSdk Will WASS `TrMDMI bes ft� F'erleratee �� (heel new 0enerd— P1eM ter eW"'p r-11I1- — fAmSR77 ax.Maw AM LTaa= F N N LFF 3h' UK 4e PVC M.IR line " y Iarurt PT L b im■nettwt Waft 111 1! 111111 104 - a.atlo■■ wow V@Ugo a frwwe Attached To ■y ■mter"tow N Velot - Its" rwrre to Pke1S stobd. find A...rt Mir. M. ss sort... find am FTItSra or[WkslT Vt es Flow r Flaw T'rera OLL ■mso Arnie Alt Anwar Alt • a.MaYuon Mo-c s�wian �S - Ea1ae■ N1rLr 01S. Filter, St. Paul, Nkwwsot@6 LISA WATER C AA^L ffY POPS OUTLET STMOTLIRE DETA-8 Unit 6' 1 L MANHOLE RUNGS le D.C. AS NEEDED 5' 1) WATERTIGHT LID CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE FLAT SLAB TO' SECTION IN LIEU 13F CONICAL TOP ASTM C-478 PRE -FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTION 12'—{ PRE -FORMED PLASTIC GASKET 18' MIK CAST -IN -PLACE OR TTBASE FLAT -TOP -MANHOLE X PLAN VIEW GRAVEL FILTER WIRE SCREEN OVERFLOW FILTERED WATER RUNOFF' CURB INLET WIRE SCREEN T-x4' WOOD STUD SECTION A -A GENERAL NOTES, 1. INSPECT AND REPAIR FLIERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN FLLO. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FLTERI/O MEASURE. 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY /OA OFF ROADS.. VE �VM MO K FLIM ;Ti IIIIeYeI/Iwwwm►! RPRAP DUAL DESCRIPTION PIPE DIAL a (FT.) RIPRAP TYPE LENGTH OF RIPRAP WIDTH OF RIPRAP DE OF Adw ) Kechter Rood Culvert 2.5••• L 15 16 1.5 Ziegler Road Culvert 2.50'0 L 15 16 1.5 Culvert 4 2 L 13 16 1.5 McClelland Channel Box See Channel Improvement Sheets From Fossil Lake Second Filing. IRRIGATION CULVERT 2••• L 6 10 1.5 IRRIGATION CULVERT 18 L 6 10 1.5 SWALE 1 NA L 18 14 1.5 ELLIPTICAL PIPE USED IN PLACE OF CIRCULAR STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNELS. TO PREVENT SCOUR AT STORMWATER OUTLETS AND TO MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY OF CONCENTRATED STORMWWTER FLOWS. PLM MEW GRAN"].. OREING TAKE ] PROFILE ROADWAY PAVEMENT SECTIONWIN e � - c s 1• } 13 � 4 13 FLOWABLE FILL BACKFLL ' COMPACTED GRAN" MATERIAL (CLASS B BEDDING) . 1/8 k e M L BEDONG & SPACNO DETAL FOR Wx30w N. TABLE 5-4 THICKNESS REQUIREMENTS FOR GRANULAR BEDDING MINIMUM BEDDING THICKNESS (INCHES) RIPRAP FINE GRAINED SOILS' COURSE GRAINED SOILS DESIGNATION TYPE I TYPE II TYPE 11 L. G. SM 4 4 6 M 4 4 6 H 4 6 8 VH 4 6 8 • MAY SUBSTITUTE ONE 12 INCH LAYER OF TYPE II BEDDING. SUBSTITUTION OF ONE LAYER OF TYPE II BEDDING SWILL NOT BE PERMITTED AT DROP STRUCTURES. USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE, SEE SECTION 5.3.2 FOR USE OF FILTER FABRIC AT DROP STRUCTURES. " FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE 140 SIEVE. TABLE 5:1 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP x SMALLER THAN INTERMEDIATE ROCK d* DESIGNATION GI SIZE BY DIMENSION (INCHES) (INCHES) HT 70-100 12 TYPE VL 50-70 9 6•• 35-50 6 2-10 2 70-100 15 TYPE L 50-70 12 9•• 35-50 9 2-10 3 70-100 21 TYPE M 50-70 18 12 35-50 12 2-10 4 a 100 30 TYPE H 50-70 24 18 35-50 18 2-10 6 100 42 50-70 33 24 TYPE 35-50 24 2-10 9 ' d. =MEAN PARTICLE SIZE BURY TYPES 'VL- AND -L- WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM. TABLE 5-3 GRADATION FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE PERCENT WEIGHT BY ESING SQUARE MESH SIEVES TYPE II 3- - 90-100 1-1/2- - - 3/4- - 20-90 3/8- 100 - #4 95-100 0-20 #16 45-80 - #50 10-30 - #100 2-10 - #200 0-2 0-3 LOWER LIMIT OF 12- MIN. TRENCH WALL SLOPING DENSELY COMPACTED Bc BACKFILL +��C�r .r.�� � :4'i.'eH Y PLCTED GRANULAR .r.Yr.. �4:�..-. -,rfr . k / 7R14L (CLASS B BEDDING)srS'T3'4 MIN. CLASS 0 SEDDI O B®DM DETAL FOR 2f RCP N.T.S. CALL UTILITY NOTIFICATION CENTER OF COLORADO 4-800-01M-IW7 METROR303-=2-I o1 DENNVE ° CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVAL BLOCK: LARDER COUNTY ENGINEERING APPROVAL 'Aw-;'� / /o ae_ 001J10T 09MMU M DATE City of Fort Collins, Colorado UTUM PLAN APPROVAL AP17ED41�I� City Engineer Date Mapes BY: _ Water Nt Wastewate Utility Date plCal® BY: l'f� starmwater Uunty Date cmecm or. Car l lx -- I � ��lo earaa wt. cmecm W. Date e mom or. r ff eL ir•kakkwib d anMw &,d wit nA to, be und rain OW NOS of kak.tvkkkn wSwa •¢w0 wN ••o" by O Rid—Iwkk1 in�Mww F the kkk0") d 1lareurn iii.6gtn•ktkS swvf M W_ .00 Project: FLS: 99-059 Dote: 12/18/01 Sore: NA Designed By JFB Reviewed By GAS r cW ♦� W a = co 0 � J O Q 0= W w H 0 U W Y X n RANGE 68 GENERAL NOTES FINAL UTILITY PLANS FOR K CHT R ROAD IMPROVEMENTS CAST IN PLACE BOX CULVERT A PARCEL OF LAND LOCATED IN A PART OF SECTION 8 AND PART OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 6 NORTH, WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE, OF COLORADO 1. All street and storm sewer construction, as well as power and other 'dry utility installations, shall conform to The City -of Fort Collins standards and specifications current at the dote of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the Development Agreement shall require re-examination of the plans by the City Engineer who may require that they be made to conform to the standards and specifications current at that time. (Note: If there is no Development Agreement associated with the project, this rote needs to reference the approval of the Utility Plans.) 2. NI water and sanitary sewer construction shall conform to the Fort Collins/Loveland Water District, and the South Fort Collins Sanitation District standards current to the date of construction. 3. No street work including the placement of curb, gutter, sidewalk, and pavement shall begin until the soils report and pavement design are approved by the City Engineer and meet the requirements stated in the "Design and Construction Criteria, Standards, and Specifications For Streets, Sidewalks, Alleys, and Other Public Ways" manual. 4. The type, size, location, and number of oil known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work. 5. The contractor shell contact the utility notification center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading in the area of UNCC registered lines to have those utility locations marked by member componies. AN other utility Ones are to be located by contacting the respective representative. Utility service laterals ore also to be located prior to beginning excavation or grading. ', It shall be the contractor's sole responsibility for locating and protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. - 6. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to The City of Fort CoNins, Fort Collins\Loveland Water District (FCLWD). and The South Fort Collins Sanitation District (SFSD) as beneficiary of said engineers work, for any errors and omissions contained in these plans, and approval of these plans by the City Engineer, FCLWD and SFSD shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by low, the engineer hereby agrees to hold harmless and indemnify the City. FCLWD. SFSD and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 7. When on existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by The City Construction Inspector before any cuts are made. Patching shall be done in accordance with The City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. NI large patches shall be paved with on asphalt lay -down machine. In streets where more than one cut is mode, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by The City Engineer and/or the City Inspector at the time the cuts ore made. 8. Prior to the commencement of any construction, the contractor shall contact all utilities to coordinate schedules and contact The City Forester to schedule a site inspection for any tree removal requiring a permit. 9. Prior to the commencement of any construction, the contractor shall give The City of Fort Collins Engineering Department (221-6605), The Erosion Control Inspector (221-6700), Fort Collins/Loveland Water District and The South Fort Collins Sanitation District twenty-four (24) hours advance notice. 10. NI damaged existing curb, gutter, and sidewalk shall be replaced prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 11. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact The City of Fort Collins Traffic Operations Deportment (221-6630), who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 12. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 13. NI recommendations of the final drainage and erosion control study 'Drainage Design Considerations for Kechter Road improvements" dated December 18. 2001 by Northern Engineering Services, Inc. shall be followed and implemented. 14. Prior to final inspection and acceptance by The City,of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at Most two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Deportment at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 15. If dewatering is used to imtail the utilities, a State Construction Dewatering Wastewater Discharge Permit is required if the discharge is into a storm sewer, channel, irrigation ditch, or any waters of the United States. 16. AN construction activities must comply with the State of Colorado permitting process for 'Stormwoter Discharges Associated with Construction Activity.- For information. please contact The Colorado Department of Health. WaterQA14 Control Division. WOCD-PE-02, 4300 Cherry Creek Drive South. Denver, Colorado 80222-1530. Attention: Permits and Enforcement Section. ph.: (303) 692-3590. Identifying the need for a permit, preparing the application, and paying for the review and submittal fees necessary to secure this permit, will be the responsibility of the contractor. 17. Project benchmark is on aluminum disk in concrete, 100' west of the west gate to sanitation plant, along fence line. ELEVATION-4675.74 (Lorimer County Mapping Datum.) To conform with City of Fort Collins datum, odd 2.67* to Lorimer County Mapping Datum referred to above. 4875.74 (LARIMER CO. MAP DATUM) +2.67 4878.41 (CITY OF FT. GOWNS DATUM) Cm OF FORT COLLINS BENCHMARKS: (1) CRY OF FORT COLLINS, No. 35-94 NORTHEAST CORNER OF COUNTY ROAD 36 AND COUNTY ROAD 9, ON TOP OF A CONCRETE NaWATION STRUCTURE. ELEVATION - 4915.79 (2) CITY OF FORT COLLJNS, NO. 13-94 NORTHEAST CORNER OF EAST HARMONY RD. AND COUNTY ROAD 9., ON TOP OF A CONCRETE IRRIC.ATKOI STRUCTURE. ELEVATION - 4928.96 18. Temporary erosion control during construction stall be provided as shown on the Grading and Erosion Control Plan. 19. The Developer is responsible for all costs for the initial instoNotion of traffic signing and striping for the Development related to the Developments local strict operations. In addition, the Developer is responsible for off costs for traffic signing and striping related to directing traffic occess to and from the Development. 20. The City of Fort Collins shaft not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage. whether resulting from groundwater flooding, structural damage or other damage unless such damoge or injuries an sustained as a result of The City of Fort Collins failure to property maintain its water, wastewater, and/or storm droirage facilities in the development. 21. No construction shall start until the Development Construction Permit (DCP) for this project is issued. 22. AN necessary permits for this project which may include, but are not limited to, state highway access permits, excavation permits, and/or street cut permits must be obtained prior to comnroncement of construction. 23. The controctor(a) shall keep a current, clean, dry set of the record drawings, the development agreement and any amandment to it, and the development construction permit (DCP) on site at all times. Contractor(s) shall redline actual locations and dimensions for vertical and horizontal klcationa or proposed construction, utilities, structures, services and other details not shown on the original drawings. Upon completion of the work. the controctor(s) shall submit record drowirgs to the Engineer. 24. The contractor $hah hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrode and the gutter Bowline at all intersections, inlets, and other locations requested by the City inspector. The engwnser or surveyor must certify in a letter to the city that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the city before installation of base course or asphalt will be allowed on the streets. 25. If a conflict exists and/or a design modification is required the contractor shall coordinate with the consulting engineer to modify the design and obtain approval from the City or respective utility district prior to beginning construction. 26. Adjust all existing value boxes and manhole rims to the proposed surface in compliance with the Fort Collins/Loveland Water District and the South Fort Collins Sanitation District Standards. December, 2001 VICINITY MAP =2000' CALL UTNJiY NOTIFICATION CENTER OF COLORADO *_800_9=6%67 ORSOS_2WIMM DDEN METRO 7111 2 NUSINIM DAYS IN ADVANCE BEFORE YOU DIO. GRADE, OR EXCAVATE FOR THE MARIONG OF UNDERGROUND MEMBER UMITES. SHEET INDEX 1. S1A. S2A. S3A. S4A. COVER SHEET CAST IN PLACE BOX CULVERT CAST IN PLACE BOX CULVERT CAST IN PLACE BOX CULVERT CAST IN PLACE BOX CULVERT APPROVAL BLOCKS: LARIMER COUNTY EN APPROVAL count ENCOMEMM GIVE City of Fort Collins, Colorado UMXff PLAN APPROVAL ,�,, MPIlotlmc Ce ' Citt Engineer I C ! Wh vat" elk wastewater Utility Date am= or. - tormwater ty Date alI)IM W. Parks & Recreation Date aICKM ■Y to Engineer Date alCl® 11M. /_K�Z NA . iOt ES Date 11 Rm40 -••, w MYr•weMrr .f .wYi" Ewy� awww�iw. .r r ,urn M. w win rw wry tAr• of wwY.elb. wMrn .tyro n.A= My w No ..N.r .r F.eMa " s■., w". Project f1S: 99-059 Data: 12/16/01 Scale: NA Designed im Reviewed BY: CAS F- CC `W` Z J � U� mop XW a. <V W OQ> MJO W(L 0 2 Z LU a U REVISED to ,V REFERENCE CIVIL DRAWINGS FOR ALL ELEVATIONS AND COORDINATE AND VERIFY ALL DIMENSIONS AND ANGLES WITH CIVIL DRAWINGS. -} City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 0417y 4-=k_ City Engineer Date CHECKED BY: ater & Wastewater Utility Date CHECKED BY: &,A, - •0 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date H z W O z o O � � W O Y Q w z J Z z U U O 0 Z Of O `L w J U U WEEKS 8� ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNIT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX 970 225-2622 CAST IN PLACE BOX CULVERT PLAN PROJECT NO. 99314 DATE JANUARY 2, 2002 DESIGNED GGW DRAWN CHECKED GGW REVISIONS 01/12-01/12-23-01/9014 S1A - CHECKED BY: Date REVISED C - 1 ? 5 I� 1 In TOP REINFORCING — %9 0 6- O.C. SPLICE BARS IF REQUIRED AS SHOWN ON SECTION V ALTERNATE SPLICE LOCATIONS. BOTTOM REINFORCING — J8 0 6- O.C. SPLICE BARS IF REQUIRED AS SHOWN ON SECTION ALTERNATE SPLICE LOCATIONS. 1� r � c�v �. PROVIDE 4—#7 TOP & BOTTOM OFSLAB n .T OPENINNGG WW/ A3 TIES 0 0 CORNs D.C. II WRAP OPENING W/ ► 3-17 TOP & BOTTOM .ell0111{`{� ilj� jar OF SLAB. PROVIDE �Ij►I 1r, 18* MIN. STANDARD LAP r IIIIIIIIIIIII���I�� o ii III fll"i � �� 0 CORNERS : �.I �s!I �111 11t II 11 {{1 II 1 1 Il{1` 111 I{(� 1 I (l t It 1 l 11 111 Il I ,� 11 Be- Ir! rl) - ��rm i rrl rrr rrr rrl rrl rrr Irr Irll rlr rrr Irr Irl rrl ri r Irr Irlr rrl rrr Irr I�I� r i ii I��Illlfii 2-04 14 0 12' ' © rlld Ilrl III II FII IFIF II�1 Ir 11 ului;!1��• !! 01 : �Illlli�� 11 IN #4 0 1 x• Fti1 M �10 x SPLICE BARS HEADWALL TO SIDEWALL (4 REQUIRED) SPLICE BARS HEADWALL TO SIDEWALL (4 REQUIRED) /4 0 120 O.C. ` 2-14 18" MIN. T 18' MIN. PROVIDE 4—/9 TOP & BOTTOM OF SLAB AS SHOWN 0 CORNERS OF OPENING W/ /3 TIES 0 6- O.C. PLAN VIEW — TOP SLAB REINFORCING WRAP OPENING W 3-19 TOP & BO OF SLAB. PROVIDE STANDARD LAP O CORNERS REFERENCE SECTION 1 OF S2 FOR REINFORCING STEEL REQUIREMENTS x• MT #10 X SPLICE BARS HEADWALL TO SIDEWALL (4 REQUIRED) TOP REINFORCING — #7 0 6- O.C. SPLICE BASS IF REQUIRED AS SHOWN ON DETAIL ALTERNATE SPLICE LOCATIONS. PLAN VIEW — BOTTOM SLAB REINFORCING 1#4 0 12' O.C. 2-N4 18' MIN. I 0 12" O.C. 2—#4 Collins, Colorado 'LAN APPROVAL Qk1Cz'v--- Q 0 Z .y lEngineer Date Wastewater Utility Date CHECKED BY: A/,A. Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date Ppm.gFn -Z W 2 O Z � J W j W O Y J Q z v) J Z Z J Q J ( U O 0 Z F- gO LL U 2 WEEKS ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNIT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX 970 225-2622 CAST IN PLACE BOX CULVERT PLAN PROJECT No.99314 DATE JANUARY 2, 2002 DESIGNED GGW DRAWN CHECKED GGW REVISIONS S2A STRUCTURAL GENERAL NOTES 1. Design Criteria: A. AASHTO HS20 B. Soil — 120 pcf; Bearing capacity — 2000 psf. N2. Reinforced Concrete A. Concrete: f'c = 4500 psi, 28 days Slump = 3" t 1" Entrained Air = 5 to 7% I Cement: Type IIA Maximum Water/Cement Ratio = 0.45 No Calcium Chloride shall be added to concrete Fly Ash shall not be added to concrete. B. Reinforcing Steel: ASTM A615, Grade 60. L3.J Minimum lop length of 40 bor diameters Clear cover over reinforcing shall be 2 inches unless noted otherwise Bar supports and spacers which rest on or against exposd surfaces shall shall be hot dipped galvanized or plastic coated. C. Concrete construction shall be in accordance with ACI 315. D. Do not backfill concrete until it has reached design strength. E. Expansion joint material to conform to AASHTO M 213. F. Chamfer exposed concrete edges and corners with 3/4" chamfer. 3. Handrail A. Handrail shall be fabricated in accordance with City of Fort Collins Standards. B. Contractor shall submit handrail shop drawings to City of Fort Collins for approval prior to installation. C. Design criteria shall be in accordance with AASHTO Standards. D. Handrail design shall be compatible with the design of the bridge parapet wall. E. Railing posts shall be set normal to grade. F. Railing shall' be fabricated in 2 and 3 panel lengths. G. Shims shall be used under posts and under end plates where required for alignment. F. Shims shall be some material as posts. G. The shank and root of thread diameter for anchor bolts shall be a minimum of 0.62 inches. H. Maximum reduction in diameter of bent section shall be 3%. I. Maximum reduction in slot width in bent tubing shall be 3/16 inches. J. For Aluminum railing — anchor bolts, nuts and washers shall be stainless steel. Wall thickness of tubing shown shall be minimum nominal average wall thickness. Aluminum in contact with concrete shall have bituminous coating. K. For Steel railing — anchor bolts, nuts and washers shall be either stainless steel or ASTM A307. If A307 bolts are used electro—galvanized nuts, washers and top 3 1/2" of anchor bolts. L. Tubular steel railing shall be galvanized after fabrication (including shims). 4. Structural Steel — shall be detailed, fabricated and erected in accordance with AISC Specifications, latest edition, and Code of Standard Practice, latest edition. Rolled shapes -including angles, plates, channel shall conform to ASTM A36, 36 ksi yield strength. Structural pipe shall conform to ASTM A53, grade B. Tube steel shall conform to ASTM A500, grade B; 46 ksi yield strength. Welding shall be done by a certified welder in accordance with AISC and AWS specifications and recommendations with E70XX electrodes. 5. Shop drawings shall be stomped by the General Contractor prior to submittal to the engineer. Permit 10 working days for shop drawing review. The General Contractor shall submit in writing any requests to modify the plans or specifications. Shop drawings do not constitute in writing unless suggested changes are clearly marked. In any event, such changes by means of the shop drawing process become the responsibility of the one initiating such change. 6. The drawings represent the completed structure in its final condition with all members in place, connections completed and all specified strengths. Prior to this the contractor shall be responsible for all temporary bracing and shoring during construction and erections for any and all loads for which the construction may be subjected. All construction shall be in accordance with City of Fort Collins, AASHTO and CDOT requirements. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 4 0Z City Engineer Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: A ,1_ -ZZ -0 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date STONE VENEER SUPPORTED BY DOVETAIL ANCHORS 0 18' O.C. HORIZ. -I TYPE, COLOR AND SIZE OF STONE VENEER SHALL BE APPROVED BY THE CITY W PRIOR TO CONSTRUCTION $ AN 8" 2'-10" I I 3'I 10' i 3 o-- --� 1 1/8- r PLATE �` SLOPE T.O.W. REF. CML PLANS & BOTTOM 15' El 15" 11ES 0 6' O.C. VYO 3/4' CHAMFER ON ALL EXPOSED e0 EDGES - TYPICAL 15 0 12" O.C. iv Ell WAY EA. FACE 13' HOOK EA. END ON VERTICAL BARS N VERIFY EQUAL SPACE MAX. 6'-6" SPAN i RAILING ELEVATION FLANGE _ .1EB 1D" BASE PLATES PIPE SPLICES TO BE FULL PENETRATION WELDS PIPES TO PLATE TO BE FILLET WELDS GRIND PENETRATION WELDS SMOOTH /4 0 12- O.C. 2'-0' 12' n 3/4- CHAMFER ON ALL EXPOSED EDGES - TYPICAL C BARS REF. SCHEDULE 2'-8" PARTIAL HT. C ALTERNATE W/ FULL HEIGHT C BARS �IU #4 HORIZONTAL D BARS REF. SCHEDULE 12' /4 X 30I r 0 12" O.C. SPLICE LENGTH SPLICE LENGTH e e 0 • e e • IIIIII • • • 0 e e e i i 1B8 0 6 O.C.6' 6' "3 /7 0 6' O.C. TOP A 1 6• 6' /4 O 12" 0. TOP & BOTTO CONSTRUCTION JOINT AS REQUIRED PERPENDICULAR TO WALLS ONLY /4 0 12" O.C. TOP & BOTTOM SPLICE LENGTH SPLICE LENGTH • e 21 *I'�— /10 0 6" O.C. BOTTOM CONSTRUCTION JOINT DETAIL PLAN VIEW - END SECTION RAILING DETAILS WEB SHADED 1 "0 X 3'-0" ANCHOR BOLT W/ 4' HOOK STONE VENEER SUPPORTED BY DOVETAIL ANCHORS 0 18" O.C. HORIZ. TYPE, COLOR AND SIZE o OF STONE VENEER SHALL BE APPROVED BY THE CITY o PRIOR TO CONSTRUCTION w CONSTRUCTION JOINT LOCATION o � 5-#10 HORIZOI F N TOP & BOTTOM HC IZONTAL `" 3 �7p*_7 O /5 STIRRUPS 0 12" O.C. Y-0' 12" TYPICAL POST /4 0 12" D.C. W/ 16- EXTENSION INTO INLET WALLS 8' 4- INSTALL GUARD/HANDRAIL PER CITY OF FORT COLLINS AND AASHTO DESIGN SPECIFICATIONS. SUBMIT SHOP DRAWINGS TO WEEKS & ASSOCIATES, INC. FOR APPROVAL 3/4" CHAMFER ON ALL EXPOSED w EDGES - TYPICAL #5 0 12" O.C. N EA. WAY EA. FACE 12' HOOK EA. END ON VERTICAL BARS N REFERENCE 1 OF S2A FOR SLAB REINF. 3-,#6 HORIZONTAL 0 B. 24" 12" r #4 X 42 " 12' I j4 HORIZONTAL 0 12 O.C. ESL'• TYPE R INLET REFERENCE CIVIL PLANS FOR DETAILS BLOCK OUT FOR TYPE R INLET REFERENCE S1A FOR SIZE & LOCATIONS OF INLETS AND S2A FOR REINFORCING AROUND INLET BLOCKOUTS TYPE R INLET CONNECTION RETAINING WALL REINFORCING SCHEDULE WALL HEIGHT C & D BARS 2' #4 0 18" O.C. 3' #4 0 18" O.C. 4' #4 0 12" O.C. 5' #4 0 12" O.C. 6' #5 0 12" O.C. 7' #5 0 12" O.C. 8' #5 0 10" O.C. 9' #6 0 I-' Z CLEW L O Z o J D w O W Y _J O Q Z 0 J Z Z J Q J U O O Z F— g O i_ LLl U V WEEKS ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNIT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX (970)225-2622 CAST IN PLACE BOX CULVERT DETAILS & NOTES PROJECT NO.99314 DATE JANUARY 2, 2002 DESIGNED GGW DRAWN CHECKED GGW REVISIONS S3A REVISED C — 1 259 C..3 0 C-v City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: - Citk Engineer Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: & A . - '0 Stormwater Utility Date CHECKED BY:, Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date /5 CONT. TYR TOP & BOTTOM EPDXY COAT 2" CLR TYR /6 0 6" O.C.• W/ 36" HOOK 0 ;0 15 0 12" O.C. HORIZONTAL EA FACE REFERENCE CIVIL DRAWINGS FOR ALL ELEVATIONS AND COORDINATE AND VERIFY ALL DIMENSIONS AND ANGLES WITH CIVIL DRAWINGS. COATED #8 0 6" D.C. BOTTOM /4 0 6" O.C. W/ 12" HOOK /7 0 6" O.C. TOP 16'-4 5'-0" SPLICE 19 TOP BARS IN THIS AREA. ALTERNATE SPLICE LOCATIONS #4 0 18" O.C. EACH WAY 5'-0. SPLICE #10 BOTTOM BARS IN THIS AREA. ALTERNATE SPLICE 12" LOCATIONS 20'-0" #1006"O.C. BOTTOM 10'-0" SPLICE /8 BOTTOM BARS AS REQUIRED IN THIS AREA ALTERNATE SPLICE LOCATIONS EA. SIDE OF CENTERLINE #5 CONT. TYR TOP & BOTTOM ` EPDXY COATED BARS e EPDXY COATED 5 ca /4 0 6" O.C. W/ 12" HOOK #5 0 12" O.C. HORIZONTAL EA. FACE 41 /4 X 12" 0 6" O.C. 10'-0" SPLICE #7 TOP BARS AS R UIRED IN THIS AREA ALTERNATE SPLICE LOCAT04 EA SIDE OF CENTERUNE 2'—O" EPDXY COATED BARS e . 5 N 18" 18" 12" 12' %4 X S-9" 0 18" O.C. _ 5'-0" SPLICE #9 TOP BARS IN THIS AREA. ALTERNATE SPLICE LOCATIONS 3'-0" 5'-0" 16'-4" SPUCE #10 BOTTOM BARS IN THIS AREA AS REQUIRED. ALTERNATE SPLICE LOCATIONS 20'-0" #99P0 6" O.C. TO REFERENCE 3 OF S3A HEADWALL DETAIL r REFERENCE 3 OF S3A O I 48" HOOK 12" H00� e e N,�—/4 0 12" O.C. TOP & BOTTOM J •_" 14 X 12" 0 6" O.C. 8'-6" jµ 0 12" O.C. 7 O 6" O.C. TOP TOP &BOTTOM #10 0 6" O.C. BOTTOM 8,-0• EPDXY COATED 12" so. #6 X µ' 0 6" O.C. a n O Z 0 J W 0 Q W Z -1 Z Z J Q J U O Z F- LL g O lL w J U U WEEKS & ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNTT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX (970)225-2622 CAST IN PLACE BOX CULVERT DETAILS PROJECT No.99314 DATE JANUARY 2, 2002 DESIGNED GGW DRAWN CHECKED GGW REVISIONS 01/1"I/12-n-01n.714 S4A REVISED C-1 259 c.� /4 0 /4 0 12. O.C. 18' MIN. V 2-N4 � N RILL Kr 10 x BARS HEADWALL TO SIDEWALL (4 REQUIRED) WRAP OPENING W/ 3-17 TOP & BOTTOM OF SLAB. PROVIDE - STANDARD LAP 0 CORNERS - �4 0 12' _ 2-/4 18' WIN. PUN VIEW - END SECTION REFERENCE CIVIL DRAWINGS FOR ALL ELEVATIONS AND COORDINATE AND VERIFY ALL DIMENSIONS AND ANGLES WITH CIVIL DRAWINGS. PROVIDE 4-17 TOP & BOTTOM OF SLAB AS SHOWN 0 CORNERS OF OPENING W/ %3 TIES 0 16' O.C. WRAP OPENING W/ 3-17 TOP & BOTTOM OF SLAB. PROVIDE STANDARD LAP 0 CORNERS /4 0 12. O.C. a 2-/4 ^ � 18' MIN. PROVIDE 4-/7 TOP & BOTTOM OF SLAB AS SHOWN 0 CORNERS OF OPENING W/ j3 TIES 0 6' D.C. REFERENCE SECTION 1 OF S2 FOR REINFORCING STEEL REQUIREMENTS x F #10 x SPLICE BARS HEADWALL TO SIOEWALL (4 REQUIRED) PUN VIEW - END SECTION •4 0 12' o.c. 2-#4 /4 0 12' O.C. N 2-14 18' MIN.1 4L I City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: 1Q.Z, 244'o?- City Engineer Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: �,C�,� // &-02-02 Stormwater Utility Date CHECKED BY:-!- /'/lr- rks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 7\ F- z w O z p w O O W W U Q z J Z z J Q OU U) U U p W LL 2 � J Lu g U U 2 WEEKS Of: ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNIT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX 970 225-2622 BOX CULVERT PLAN CAST IN PLACE 8� PRECAST PROJECT No. 99314 DATE NOVEMBER 7, 2000 DESIGNED GGW DRAWN CHECKED GGW REVISIONS 3-5-01 CITY COMMENTS 1-2-02 WALL LOCATION 2"-2V*- 2ar»,,4 S1 VOID C _1 259 STRUCTURAL GENERAL NOTES LfN 1. Design Criteria: (� A. AASHTO HS20 B. Soil — 120 pcf; Bearing capacity — 2000 psf. 2. Reinforced Concrete A. Concrete: fc = 4000 psi, 28 days Ca Slump = 3" t 1' Entrained Air = 5 to 7% Cement: Type IIA Q Maximum Water/Cement Ratio = 0.45 No Calcium Chloride shall be added to concrete Fly Ash shall not be added to concrete. 1' B. Reinforcing Steel: ASTM A615, Grade 60. Minimum lap length of 40 bar diameters Clear cover over reinforcing shall be 2 inches unless noted otherwise Bar supports and spacers which rest on or against exposd surfaces shall shall be hot dipped galvanized or plastic coated. C. Concrete construction shall be in accordance with ACI 315. D. Do not backfill concrete until it has reached design strength. E. Expansion joint material to conform to AASHTO M 213. F. Chamfer exposed concrete edges and corners with 3/4" chamfer. 3. Handrail A. Handrail shall be fabricated in accordance with City of Fort Collins Standards. B. Contractor shall submit handrail shop drawings to City of Fort Collins for approval prior to installation. C. Design criteria shall be in accordance with AASHTO Standards. D. Handrail design shall be compatible with the design of the bridge parapet wall. E. Railing posts shall be set normal to grade. F. Railing shall be fabricated in 2 and 3 panel lengths. G. Shims shall be used under posts and under end plates where required for alignment. F. Shims shall be some material as posts. G. The shank and root of thread diameter for anchor bolts shall be a minimum of 0.62 inches. H. Maximum reduction in diameter of bent section shall be 3%. I. Maximum reduction in slot width in bent tubing shall be 3/16 inches. J. For Aluminum railing — anchor bolts, nuts and washers shall be stainless steel. Wall thickness of tubing shown shall be minimum nominal average wall thickness. Aluminum in contact with concrete shall have bituminous coating. K. For Steel railing — anchor bolts, nuts and washers shall be either stainless steel or ASTM A307. If A307 bolts are used electro—galvanized nuts, washers and top 3 1/2" of anchor bolts. L. Tubular steel railing shall be galvanized after fabrication (including shims). 4. Structural Steel — shall be detailed, fabricated and erected in accordance with AISC Specifications, latest edition, and Code of Standard Practice, latest edition. Rolled shapes including angles, plates, channel shall conform to ASTM A36, 36 ksi yield strength. Structural pipe shall conform to ASTM A53, grade B. Tube steel shall conform to ASTM A500, grade B; 46 ksi yield strength. Welding shall be done by a certified welder in accordance with AISC and AWS specifications and recommendations with E70XX electrodes. 5. Shop drawings shall be stamped by the General Contractor prior to submittal to the engineer. Permit 10 working days for shop drawing review. The General Contractor shall submit in writing any requests to modify the plans or specifications. Shop drawings do not constitute in writing unless suggested changes are clearly marked. In any event, such changes by means of the shop drawing process become the responsibility of the one initiating such change. 6. The drawings represent the completed structure in its final condition with all members in place, connections completed and all specified strengths. Prior to this the contractor shall be responsible for oil temporary bracing and shoring during construction and erections for any and all loads for which the construction may be subjected. All construction shall be in accordance with City of Fort Collins, AASHTO and CDOT requirements. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED:Z�4l02_ City Engineer Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: ,es'/a Stormwat.er Utility Date CHECKED BY: �J S }-`_ !—lt�.,u� Pafks & Recreation Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date C REFERENCE CIVIL DRAWINGS FOR ALL ELEVATIONS AND COORDINATE AND VERIFY ALL DIMENSIONS AND ANGLES WITH CIVIL DRAWINGS. j5 CONT. /5 CONT. TYP. TOP & TYP. TOP &� BOTTOM anrrnu 18 0 6' D.C. TOP 48' HOOK 12' HOOK PRECAST BOX CULVERT SECTION BY CARDER CONCRETE , N7 0 6" O.C. BOTTOM j4 0 12. O.C. TOP & BOTTOM #6 0 6" D.C. W/ 36" HOOK y�5 O 12" O.C. HORIZONTAL EA. FACE /4 0 6" O.C. W/ 12" HOOK /5 0 12' O.C. HORIZONTAL EA FACE b 31" j4 0 6' O.C. 4 X 12' W/ 12" HOOK O 6' O.C. I �- 40• /6 X µ* 0 6" O.C. 07P0 6' O.C. #4 X 12 O 6' O.C. /4 0 12. O.C. TOP & BOTTOM I F /5 0 6" O.C. BOTTOM 12" 9'-6' 12' 9'-6" 12' 3/4' CHAMFER ON ALL EXPOSED EDGES - TYPICAL 14 0 12" O.C. C BARS REF. SCHEDULE a cJ C c.� w 2'-0' L 12' L 2'-8- PARTIAL HT. C S ALTERNATE W/ n FULL HEIGHT C BARS 6-#4 H( 5 U #4 HORIZONTAL REF SCHEDULE M 12' %4 X 30F t J 0 12" O.C. 8 /4 0 12" O.C. W/ 16' EXTENSION INTO INLET WALLS VERIFY EQUAL SPACE MAX. 6'-6" SPAN 8' 2'-10" 2'-10" 8" RAILING ELEVATION 2• 6" 2' 3/8' FLANGE _ iVq• BASE — - PUTE 1/2• WEB to• BASE PLATES PIPE SPLICES TO BE FULL PENETRATION WELDS PIPES TO PLATE TO BE FILLET WELDS GRIND PENETRATION WELDS SMOOTH K 5• 1'-4" J 24" 12' 7 TYPE R INLET REFERENCE CIVIL PLANS FOR DETAILS \� BLOCK OUT FOR TYPE R INLET REFERENCE S1 FOR SIZE & LOCATIONS OF INLETS AND REINFORCING AROUND INLET BLOCKOUTS TYPE R INLET CONNECTION - )IUS PLAN VIEW - END SECTION 12' TYPICAL POST BOTTOM 13' El 9" TIES 0 6" O.C. STONE VENEER o SUPPORTED BY DOVETAIL ANCHORS 0 18" O.C. HORIZ. TYPE, COLOR AND SIZE OF STONE VENEER SHALL BE APPROVED BY THE CITY Lni U PRIOR TO CONSTRUCTION g a 0 0 1"4 X 3'-0" ANCHOR BOLT W/ 4" HOOK STONE VENEER 6 SUPPORTED BY DOVETAIL ANCHORS 0 18" O.C. HORIZ. TYPE, COLOR AND SIZE OF STONE VENEER SHALL BE APPROVED BY THE CITY o PRIOR TO CONSTRUCTION M 5-#10 HORIZOI TOP & BOTTOM /5 STIRRUPS 0 12" O.C. 2•_0• Y-0• 3-16 HORIZONTAL 0 17 SLOPE T.O.W. 3/4' CHAMFER REF. CIVIL PLANS ON ALL EXPOSED ao EDGES - TYPICAL /5 0 12" O.C. N EA WAY EA. FACE 13" HOOK EA. END ON VERTICAL BARS c°Dv INSTALL GUARD/HANDRAIL PER CITY OF FORT COLONS AND AASHTO DESIGN SPECIFICATIONS. SUBMIT SHOP DRAWINGS TO WEEKS & ASSOCIATES, INC. FOR APPROVAL 3/4" CHAMFER ON ALL EXPOSED ao EDGES - TYPICAL #5 O 12' O.C. N EA WAY EA. FACE 12" HOOK EA END ON VERTICAL BARS N 4' REFERENCE 1 OF S1 FOR SLAB REINF. #4 HORIZONTAL 12" 30 F j4 X 0 12" O.C. e RETAINING WALL REINFORCING SCHEDULE WALL HEIGHT C & D BARS 2' #4 0 18" O.C. 3' #4 0 18" O.C. 4' #4 0 12" O.C. 5' #4 0 12" O.C. 6' #5 0 12" O.C. 7' #5 0 12" O.C. 8' #5 0 10" O.C. 9' #6 0 12" O.C. F- Z LLI M O Z �g J � L,L W Y W U Q Z (A J Z Z J Q J U U O 0 Z LL F- :5o LL LLI U WEEKS O� ASSOCIATES STRUCTURAL ENGINEERS 300 BOARDWALK BUILDING 3, UNIT D FORT COLLINS, COLORADO 80525 PHONE (970)225-2422 FAX (970)225-2622 BOX CULVERT DETAILS $ NOTES PROJECT NO.99314 DATE NOVEMBER 7, 200C DESIGNED GGW DRAWN CHECKED GGW REVISIONS 3-5-01 CITY COMMENTS 1-2-02 18" HEADWALL S2 RAILING DETAILS 259 X n � Y V _J _—_ -- \�--- - - ZE(N-EA R ------------- I 1 I I I I / / I EXISTING CMP TO BE - REMOVED OR FILLED W/ -- fC0MLr FILL —-- ------ ---------------1—� - ------------ 1// 18�t+ PROPOSED CULVERTS -/ i ILI i (3) 19-X30- HERCP i II i (SHEET 18) ! j• ! 1 LEGEND: u 0 sw*AaE I 1.7,D5L M(N. 3' DEEP W/ 4:1 SIDESLOPES 111 11 \ Jill \ III 11 \ Jillit 1 jl II 1 11 I ]Ill \I v A •I��= I n Al t1 EXISTING STORM SEWER ,a PROPOSED STORM SEWER ►� PROPOSED GRADE ►� PROPOSED GRADE AT FLOWLINE PROPOSED STORM SEINER INLET 93— PROPOSED CONTOUR I O PROPOSED W BALE DIKE (200� ?ACING/ EXISTING coNroLN: ------4920----- EXISTING INDEX CONTOUR PROPOSED GRAVEL INLET FILTER --•--•-•— ... .... —. PROPOSED CURB AND CUTTER _ PROPOSED FLOWUNE PROPOSED SILT FENCE RR PROPOSED RIPww / \�\ _ �- / TO BE REMOVED. ��� �� / APPRX. DIM. 35jr175' I Jr /'� i-------------------- IRRIGATION IEET 18.2) — SILT FENCE / / / / / / i / / I / r 11+00 I I t I � / 1 / I I { APPRX. EARTt/1WORK NUMBER! / WITHIN BOU DARY. VALUES Al i RAW NUM NO COMPATI01 / EXPANSIOr/ ACCOUNTED FOR. / RAW CUT/= 754.81 CU YD RAW FILL/ = 837.73 CU YD SCALE: 40 0 40 80 120 Feet ( IN FEET ) 1 inch 40 ft. NORTH / .64 - 02 I j ~ / Jill ii�i`++� 11 r \ 11+00� i 1 i I I / i TYPE L RIPRAPI' ------ 252 SO -FT 14' WIDE / 18' LONG 1.5' DEI;P----- BURY WITH /6' NATIVE TOW&L 1 11jt�I�1� + + 4' CURB CUT W/ SIDEWALK CHASE I1 to, I OA NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN THIRTY DAYS (30) BEFORE REQUIRING TEMPORARY OR PERMANENT EROSION CONTROL MEASURES, UNLESS APPROVED BY THE CRY OF FORT COLLINS STORMWATER UTRRY ALL OPEN SPACE AREAS AND GRASS LINED SWALES SHALL BE SEEDED WITH A PERMANENT DRY -LAND SEED MIX AT THE TERMINATION OF CONSTRUCTION ACTIVITIES. 1 PROPOSED PVC DRAIN (SHEET 18.1) APPROVAL BLOCKS: Fort CoNkw — Lmwlond Water Didrtlet South Fort CoNkm SanMaMon Dishict ..e.•..a-aw.i /- I OIYIo[ wW sillillsm "mom owl, Awl. . 1h1r CALL UTILITY NOTIFICATION CCE�E/N/TEER�R __OF COLORADO *-W\t OW-1987 0R806-ft4-*W DEr4R CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UrHJTIES. C3 Ci�t�yI1 11,Ea o�� �f�Feo►rt Collins, Colorado V WAL ,rIJIq,I.I C 11.1Q�L,r� �, uuut1 Date Date- ot■at. ■rr: �_ Date a We Tram noo�w Y� 01p 711uo b-N1gc an IfIwt m be I..e for my +YF. of aomW -.s .fgnotl aM aooN r by Fight- k Snvl w mc. kkz IIY r— fA H � � W pORs 1;3 1 o r Project F15: 99-069 Dote: 12/18/01 Scale: D•slynad By. JFB Reviewed By: DAS Z Q J _I 0M Z i�L W Z 0 0 a U � Z c O o � o W W H V Y Z a V 30 23 ' _ / I f RE VEGETATE i �� - WRFI NATIVE SPECIES --__��`` �//�- • � w �' ��i •�� _�_ rJ �7--<�s N.' aimno ., 040 Qo do .08 `ar....s ��.�'..aaa.I• 0000 '.I ■������MEN m■ i iago. ,I; i��J•���ll1�rW�fi..�.i �J�. 1 VANO in - I +AIMW-- 1-WIM.:1 1. I 1 1\ IN 1 1s viol 1a + ■o1 .m : mot ■ER: ME ilopppd- _LANLL C21 A I L:a\ \I tNOW = TW, S R- CLAY BARRIER - UN BOULDERS IN THE BASE FLAW CHANNEL SWILL BE LOWER TO MATCH INVERT ELEVATION 6" TYPE BEDDING BARRIER TAY�p 96x STANDARD PROCTOR « 1 a a. • -• lal 4' DIAMETER BOULDERS TOP OF BOULDERS TO MATCH CHANNEL GRADE FILM ELEV.-4879.76- ELEV.-4880.78 3' HEIGHT 1.02' •TYPE V GRADATION (SEE RIPRAP INSTALLATION DETAIL) •THICKNESS-1.5' MINIMUM • BEDDING- 6" TYPE I (SEE RIPRAP INSTALLATION DETAIL) PLACE FLATTEST SURFACE HORIZONTAL AND ON TOP Or - DEPTH OF ROCK LAYER APPROX. 6 NICHES Dg - DEPTH OF GROUT LAYER APPROX 5 NICHES .5 PLACE BOULDERS IN STAIRSTEP FASHION ON SLAPS WITH FLATTEST SURFACE SET HORIZONTAL AND ON THE TOP-\\ TOP TO BOULDER Fi .- 1 r-• • • COMPACTED SUBGRADE TO 95% STANDARD PROCTOR 1 VARIES (2.5 MIN.) BASEFLOW CHANNEL CENTERLINE VARIES (2.5 MIN.) 4' DIAMETER BOULDERS TOP OF BOULDERS TO MATCH CHANNEL GRADE I - • - • I •�"- 2 J - SECTION A —A NTS PER RESEEDING INVERT ELEVATION OF e•cm rre ru•uuri ELEV.-4876.76 VARIES (2.5 MIN.) SECTION THROUGH) POOL SEC11M B—B NTS I: a • •. r- 1 • 1 - 1 . &- . r • •• .. 1 a . .. la- y ►a.� r • • • �• • -al 1 •a a • / •al . • r-• a- NOTE: RIFFLE DROP DESIGN FROM LOWER MCCLELLANDS DRAINAGE MASTER PLAN UPDATE STREAM STABILITY EVALUATION BY ICON ENGINEERING, INC BASEFLOW CHANNEL DETAIL NTS GROUTED 6" RIVER ROCK SEE GROUTED RIPRAP DETAIL MIN.) TABLE 5-1 THICKNESS REQUIREMENTS FOR GRANULAR BEDDING MINIMUM BEDDING THICKNESS (INCHES) RIPRAP FINE GRAINED SOILS • COURSE GRAINED SOILS DESIGNATION TYPE 1 TYPE II TYPE 11 L. G, SM 4 4 6 M 4 4 6 H 4 6 8 VH 4 6 8 • MAY SUBSTITUTE ONE 12 INCH LAYER OF TYPE I BEDDING. SUBSTITUTION OF ONE LAYER OF TYPE I BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. USE OF A COMBINATION OF FILTER FABRIC AND TYPE I BEDDING AT DROP STRUCTURES IS ACCEPTABLE, SEE SECTION 5.3.2 FOR USE OF FILTER FABRIC AT DROP STRUCTURES. •• nFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE f40 SIEVE TABLE 5-2 CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP 9 SMALLER THAN INTERMEDIATE ROCK DESIGNATION GIVEN SIZE BY GIVEN DIMENSION (INCHES) (INCHES) 70-100 12 TYPE VL 50-70 9 Err 35-50 6 2-10 2 70-100 15 TYPE L 50-70 12 9rr 35-50 9 2-10 3 70-100 21 TYPE M 50-70 18 12 35-50 12 2-10 4 100 30 TYPE H 50-70 35-50 24 18 18 2-10 16 100 42 33 24 TYPE50-70 VH 35-50 24 2-10 9 430 —MEAN PAR ME SIZE ~ BURY TYPES W AND V WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM. ROUNDED TYPE -L' GRADATION ROCK. BURY R REVEGETATE SEE RIPRAP INSTALLATION DETAIL 7. s s W=_ 39 • a• • T� r• i �a r•• a/ 1 GROUTED BASEFLOW CHAHANEL DETAIL NTS NORTHERN ENGINEERING SERVICES 420 SOUTH HOWES SUITE 202, FT. COLLINS, COIARADO 80521 (970) 221-4158 Project: Pr nt Date: 9812.06 SCALE: N.A. DESIGNER : ATC CHECKED BY: DRAFTSMAN: ACADR1 4 PREPARED:04/30 1 2•d50 BEDDING THICK VARIENESSSEE TABLE 5-1 TABLE 5-3 GRADATION FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE PENT WEIGHT BYESING TYP3" SQUARE MESH SIEVES TYPE II — 90-100 1-1/2" — — 3/4" — 20-90 3/8" 100 — /4 95-100 0-20 f16 45-80 — f50 10-30 — #100 2-10 — #200 0-2 0-3 RIPRAP NVSTALLATION DETAIL 4 MATCH GRADE me draw" am i olouff t service proYdeE by NatAan otto be Swvioy � wW p e of aonabuction uriew wd and etanpW by o fem" En9www in. tM ploy of NatMm Engeww*n vices. Inc.. 4' DIAMETER BOULDERS. EXTEND BOULDERS ACROSS WIDTH OF MAIN CHANNEL PLUS TWO (2) FEET VERTICALLY INTO EACH ENBANKMENT. EXISTING CHANNEL FLOWLINE TYPE "L" ROUNDED RIVER ROCK. EXTEND RIVER ROCK ACROSS WIDTH OF AWN CHANNEL PLUS TWO (2) FEET VERTICALLY INTO EACH ENBANKMENT. NOTE: ROCK GRADE CONTROL STRUCTURE DESIGN FROM LOWER MCCLELLANDS DRAINAGE MASTER PLAN UPDATE STREAM STABILITY ruw EVALUATION BY ICON ENGINEERING, INC MATCH EXISTING GRADE 3' SOMM A -A `—TYPE "L" ROUNDED RIVER ROCK. BURY AND RE —VEGETATE. SEE RIPRAP INSTALLATION DETAIL NOTE: SIGNATURES MADE BY THE CITY OF FORT COLLINS CONSITITUTE APPROVAL OF THE McCLELLAND CHANNEL IMPROVEMENTS. City of Fort Collins, Colorado trnLM PLAN APPROVAL ALYROVM City Zngmeer Date tA QHB{1® BY Water k t/a a r Utility Date Nib 1® BY s—l/Alf tormwa uutity Date ecrcat'nn Date TraMQH<xl® BY: c Znglneer Date CHIC1® Dr. d �� Date MCCLELLANDS CHANNEL IMPROVEMENTS GENERAL DETAILS Ecl 4-5c) Sheet Sheet Lr% N I C.3 COUNTY ROAD 36 CULVERT PLAN VIEW NIS COUNTY ROAD 36 CULVERT PROFILE M 1 n -,ti T /4 O 12" O.C. T /5 O 5.5' O.C.J /4 O 11- /409- /4 O 11' O.C. /4 O 11" O.C.---/ SEE INLET CONNECTION DETAIL. SHEET S2 SECTION A —A NOTE: ALSO SEE DETAIL M-604-12 IN THE COLORADO DEPARTMENT OF TRANSPORTATION Mdc S STANDARDS PARAPET WALL AND BOX CULVERT NORTH ELEVATION NTS NOTE: SEE SHEETS S1 AND S2 BY WEEKS AND ASSOCIATES FOR DESIGN OF BOX CULVERT AND WINGWALLS • 6• D.C. SLOPE R zX To GUTTE INLET STEPS 6* TYR N.T.S. NORTHERN ENGINEERING SERVICES I 420 SOUTH HOWES SUITE 202, FT. COLLINS, COLORADO 80521 (970) 221-4158 PARAPET WALL AND BOX CULVERT SOUTH ELEVATION NTS A 6" 1 1 1 VARIES 1 I 6' I {4 REBAR i 6' O.C. ao• ao' awe Qve Kff r1w ow Project: 9812.06 Pri nt Date: SCALE: N.A. DESIGNER : ATC ICHECKED BY: DRAFTSMAN:ACADR14 I PREPARED: 04 30 01 PLAN a &aah ors kwbv w «vios provided by NoM rwt tv be used �� o/ eovntrue6on unless d and sta pad by a mWW F1pNusr in the ! ar of N"Uwn Enomm a«. mo.. FACE OF CURB +Iflfli "—/5 0 5.5* O.C. (5)-1/4- DIAL RODS •I NOTE: SIGNATURES MADE BY THE CITY OF FORT COLLINS CONSITITUTE APPROVAL OF THE McCLELLAND CHANNEL IMPROVEMENTS. City of Fort Collins, Colorado UTUM PLAN APPROVAL City Eotineer Data c� W. NIA water k wa■tew UytUity Date aec� 61Y: Utint rmwa Date Parks & PAXa-caUon Date O MIM or. TrmM*oneer Date Oiecm or 1�1& Date MCCLELLANDS CHANNEL IMPROVEMENTS GENERAL DETAILS Sheet Sheet C-1 4PI r� V r A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6th P.M, COUNTY OF LARIMER, STATE OF COLORADO VICINITY MAP SCALE 1 " = 2000' ABBREVIATIONS LEGEND r ADS ADVANCED DRAINAGE SYSTEM --- 0- G47E VALVE AND BOX (CORRUGATED POLYETHYLENE PIPING) BVC BEGIN VERTICAL CURVE CONCRETE THRUST BLOCK D.I.P. DUCTILE IRON PIPE EVC END VERTICAL CURVE FIR£ HYDRANT ASS£MBL Y F.H. FIRE HYDRANT FL FLOW LINE EXISTING WATER LINE GTV G4T£ VAL VE HP HIGH POINT 0 MANHOLE L.F. LINEAL FEET LP LOW POINT _ __ EXISTING S4N/TARY S9WR LINE M. H. A94NNOLE MIN. MINIMUM - - - - -- E 11N£ PC POINT OF CURVATURE -SE'ME'Nr PCR POINT OF CURE RETURN P/ POINT OF INTERSECTION ) PROPOSED SAN. SEW. LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY 0093K31CO PROPOSED STORM SEWER LINE PVC POL YVTNYL CHLORIDE (PIPE) PVI POINT OF VERTACAL INTERSECTION - �- - EX/STTNG CONTOURS RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY PROPOSED CONTOURS STA. STATION T.B. THRUST BLOCK s S4N. SEW. SERVICE TIP. TYPICAL CWITY W WA TER SERVICE VERTICAL CURVE — — EXISTING IMPROVEMENTS LOCATED IN THE CITY OF FORT COLLINS JULY 2001 INDEX TO PLANS COMER SHEET > FINAL PLAT (1-9) OVERLOT GRADING & EROSION CONTROL PLAN 11-17A DETAILED LOT GRADING PLAN 17B-17G OVERALL UTILITY PLAN 18-24 WATER PHASING PLAN 18A WATERLINE PROFILES 25-251 SANITARY .FEWER PLAN & PROFILE SANITARY SEWER PHASING PLAN 26 KECHTER ROAD 26A CINQUEFOIL LANE 27-28 STAR GAZER DRIVE 29 ECLIPSE LANE J0 QUASAR WAY & FULL MOON DRIVE (W) if FULL MOON DRIVE (E) & NORTHERN LIGHTS DRIVE 32 LITTLE DIPPER DRIVE ji CASSIOPEIA LANE & BIG DIPPER DRIVE (W) J4 BIG DIPPER DRIVE (E) & LITTLE DIPPER DRIVE 35 OBSERVATORY DRIVE (W) 36 OBSERVATORY DRIVE (E) J7 GALILEO DRIVE DRIVE (W is GALILEO DRIVE DRIVE () ,39 STAR DUST LANE 39A SOUTHERN CROSS LANE, ROCK CREEK DRIVE (EAST) 40, 40A COPERNICUS DRIVE, KEPLER DRIVE & NORTHERN LIGHTS DRIVE 41 ROCK CREEK DRIVE & NORTHERN LIGHTS DRIVE 42 SUBDRA/N PLAN & PROFILE KECHTER ROAD 42A ROCK CREEK DRIVE 428 STORM SEWER PLAN 4Z PROFILE STORM SEWER PHASING PLAN 42C ST—if- 43 ST-1 W 44 ST-2 & ST-3 45 ST-5 46 ST-6E 47 ST— 6W 47A ST— 4, ST— 7, ST-8 & ST— 9A 48 ST-9E 49 ST-9W, ST-9 (ROCK CREEK DRIVE) 50, 50A Sr 14 & Sr— 15. 51 18" IRRIGATION LINE 51A, 518 STREET PLAN & PROFILE STREET PHASING PLAN 52 ROCK CREEK DRIVE 52A, 528, 52C, 5J, 54 GALILEO DRIVE 55-56 OBSERVATORY DRIVE 57-58 CASSIOPEIA LANE & COPERN/CUS DRIVE 59, 6J BIG DIPPER DRIVE 60-61 LITTLE.DIPPER DRIVE 62-6J KEPLER DRIVE 64 FULL MOON DRIVE 65 ECLIPSE LANE 65A-67 STAR GAZER DRIVE 68 CAMBRIDGE DRIVE 69-71 ✓UPITER DRIVE 72 QUASAR WAY 72A STAR DUST LANE 728 CINOUEFOIL LANE 73— 74 SOUTHERN CROSS LANE 75 NORTHERN LIGHTS DRIVE 76-7 KECHTER ROAD 78 6A A BROWN/STALEY DITCH LATERAL UTILITY PLAN APPROVAL APPROVED: GENERAL NOTES Y. ALL s fer ANO STORM SEVER .MALL cowoRAM r0 THE CITY CF FCVPr COLLINS STANDAR05 NO SPECFICATIONS CURRENT AT rHE DATE CF EXECUTION OF THE DEVEL~A/T AGRE£AAENT PERTAINING TO THIS DEVELOPMENT. ANY CLNSTRUCTIN OCCURRING 7HREE YEARS AFTER THE EXECUTION OF THE OEVFLOPAMENr AGREEMENT SIFLL Rf'OYAW£ RE-EXAMOW7KOW OF ThE PLANS BY THE CITY ENGAVEER WHO A64Y RfWWE ?N47 THEY BE AA4D£ 110 CONS<•ORM TO STANDARDS AND SPEGIF/GATA00VS CLtlPRENT AT P"T THE. 1. NO STMtr£T WORK INCLUDAVG THE PLACEAt£Nr OF CURB, GUTTER, SILLWMLK AND PAVEAENT SHKL BEGIN UNrC THE SOCS REPORT AND PAVEMM£NT DE.S.CH ARE AAVOW0 BY IH£ CITY E/NC/ME•ER AND MEET INC REOUIR£AAEN75 STATED IN THE, ?)£SIGN AND COW17RUCAON CRT£R4, STANDARDS, ! SPECIRCAIIONS FOR STREETS, SVEWMLKS, ALLEYS; At OTHER PUBLIC WMYS- A44MIAL. 3. 7HC TYPES, SIZE LOCA77ON AM0 NY*W# OF ALL KNOWN UIVOCRCROUND U77LITKS ARE APPROXM07E AS SHOWN ON THE DMIAMNGS. /T SHALL BE THE )YESPONSASLITY OF 771E CCW7R4CT0R TO VERIFY 7W F"SIENCE AND LOCATION OF ALL UNDERGROUND 41NMES ALONG THE ROUTE OF THE #O K 4. THE E7NGWER WINO MS PWPA4E0 rhESE RAND BY EXECUTION ANV/OR ,S64L HEREOF DOES ACRFBY AFFIRM RESPONSIBYITY TO 7HE CITY OF FORT COLLINS, AS A BENEFICIARY Of' SA10 £NGNEERS NORK, FOR ANY ERRORS AA49 AM/SS"OS CONTAINED IN THESE PLANS, AND APPROWk OF 77,15E PUNS BY THE CITY ENGAVEER SHALL NOT RELIEVE THE EAC0WER W90 HAS PREPARED 74ESE PLANS OF ALL SUCH RESPANSIBKITY. fURTMER, TO 7Hf EXTEND PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS ANC AVi1MAVArY 771E CITY, AND 17S 007CER5 AND EMPLOYEES, FROM AND ACAAVSr ALL LAABKITIES, CLANS; AND L VA9S WHICH AMY ARISE FROM ANY ERRORS AND OMISSIONS CONrAAVED IN THEN£ PLANS. 5. WMEV AN EXISTING ASPIOLT STREET MUST BE CUT, THE STREET MUST BE RESTORED 70 A COAUTIAN L-04AL 70 OR BE7TER THAN ITS ORPOW CONDIAUN. THE EXISTING STREET CQMDITION SMKL BE DOCUAMENTFD BY THE CITY CONSTRUCTION 11ISPECTOR BEFORE ANY CUTS ARE M40C PATCHING SHALL BE, DOVE IN ACCORDANCE WITH THE CITY OF FORT COLLINS ST9tFT REPAIR STAN04RM THE FWSHED PATCH SHOULD NUM0 /N S00077vtY INTO IN£ EXLSW SURFACF. ALL LARGE PAYCHES SHILL BE PAYED WITH AN ASPHALT UY-DOWN ANChMf. IN SIREE7S WiTRE MORE PON ONE CUT 15 AIDE, AN OVERLAY OF 171E £NTARE SrREEr WIDTH, INCLULNHIG THE PATCHFD AREA, MAY BE R£OUA4£D. rAC LFrFMWNATION OF NEED FOR A COMPLETE OVERLAY SMALL BE MADE BY 1HE CITY ENGINEER AT 7hc TIME THE CUTS ARE AIDE 6. PRIOR r0 171E CQIM/ENL•EAorvr OF ANY coNsmucr10N THE C0N7RACTOR SHALL CONTACT ALL UTILITIES TO CB'A amrE ScHEDLEES AND CONTACT THE CITY FORESTER r0 S011COIL£ A 517F AVSPECTION FOR ANY TREE REMOVAL REPU%NC A PERMIT. 7 PRIOR TO COVWAC6uFWr OF ANY CANSTROCAUk,, 7N£ CONTRACTOR SHALL 04-F THE CITY Ar foRT coglNS ENG/NEFR#w DEPARTAeNr (221-6665) AND 74 EROSION CONTROL INSPECTOR (221-6700) TWENTY-FOUR (24) HOURS ADVANCE N077CE. LR ALL DAMAGED EXISTING CURB, GUTTER AA19 SViWALK .SHALL BE REPLACED PRIOR TO ACCEPTANCE OF COA004ETED NPROVEAAENTS A PRIOR TO COMMENCEAAENT OF ANY CONSTRUCTION TA AT HILL AFfECr TRAFFIC SIGNS CF ANY TYPE, 7HF CONTRACTOR SHALL CONTACT 7H£ CITY OF FORT C&0V5 STREETS 94119ON, WHO NOEL TEAO"4RILY REAMOVE OR RELOC47F THE SIGN AT NO COST ro THE CCN7R4CTOR, HO*fWR, I- THE CONTRACTOR MOVES rHE TRAFFIC S1CN HAIMSELF, THE CON7RACrOR NKL BE CMIRGED FAR rhf LABOR, M4aR/ALS AND EOUPAMfNT TO REINSTALL rHE .SIGN AS NEEDED. 10. Ao4INTEiWNCE Of THE ON -SITE DRAIW46*f FACKIRES SMKL BE 7HE RESSPONSREITY OF INC PAVPERrr OWNERS 11. ALL RECOMWA400OWS OF 7HE fhW D WAAGE AND EROSION CONTROL REPORT FOR WKLOW B400K DEW£LOWM£NT BY 45T SHALL BE COMPLIED WITH ALL RECOK CACW77OWS Ar 7HE CAS NMTER SUBORAAN AANtYS/S FOR WKLOW BROOK DEVELOPMENT BY ANDERSON CONSULTING ENGINEERS SHALL BE COMPLIED WITH 12. 771E AAAWW COVER OVER NA TER LINES /S 5 FEET ANO 7NE MAXIMUM IS 6 FEET. 13 PR10R TO FINAL AVS'P£CTAW AND ACCEPTAAC'£ SY THE CITY OF FORT COLLINS, CERWCATA:W OF THE DRANAGE FACK777£S BY A REGISTERED ENGINEER, MUST Be SUBNIT7ED TO AND APPRO✓ED BY 7H£ STORA/WA7ER UNITY DEPT. CERTI%G4TA5V SMKL BE SUBWTTED TO THE STORM W,AT£R UTILITY DEPT. AT LEAST 2 WEEKS PRIOR 70 THE RELEASE OF A CERTIFICAI£ OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMM£RCAK PROPERTIES, CER77F1C4rON SHALL BE 5EAgiYY77E0 TO THE SrORMWATER UTILITY DEFT, AT LEAST 7WYI WEEKS Pmow TO THE RELEASE OF AL1O/nomL BUKD/NG PERMITS TO THOSE ALLOWED PRIOR TO CERTIFICATGN PER h4f OEVELGN•'MFNr AGREEMENT. 14. Ar DEN47FRNC /S USED TO INSTALL UTX17YS THEN A STATE COWS7RUCTAN Dimr£RYNG WASTEWATER Dlsch61RCE PERWr IS REOLIRED IF DISCHARGED AVTO A STORM SEVER, CHANNEL, MRI;A770V DITCH, A4 ANY WATERS OF THE UNITED STATES 15. ALL CBVSTRW77ON ACT19i7£S MUST COMPLY WITH THE STATE OF COLORADO PERwmw PROCESS FOR IMORMNMTER LV50HARGES ASSOC14TED WITH CON57RUCTT01V Acmfry-. FnR /NfoRMAT m AtiA r CONTACT LOLORADO DEPARTMENT LF HEALTH, W47£R OUAUTY CONTROL 0/09 W, OWD-PE-82, 4" CHERRY CREEK DRIVE SOUTH, L1ENWR, C01.04NDO 80221-1530 ATTENTION!• PER1Irs AND ENFORCEMENT SECTION, PHONE (30J) 692-3590. /DENT/FYW0 THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYMNG FOR THE R£VT£W AND SU8MITIAl FEES NECESSARY TO S£C4W . THIS PERMMIT, WILL BE THE RESPBVWft 17Y OF THE CONTRACTOR. 16. 6ENCH AA4w arY or FORT COLLINS VERTICAL CONIROL, 2- ALUMIVUM CAP STA40VfD 35-94, LOCATED BV 711E NARrAEA$T CORNER OF COUNTY R04D 36 AND COUNTY ROAD 9, BV TOP OF A CONCRETE IRRIGATION STRUCTURE, ELE✓. 4915,79. BENCH AMRK.• CITY OF FORT COLLINS V£RTXAL CONTROL, 1J-94, NORTH£ASr CORNER OF EAST HARMONY RD40 AND ZlfGL£R R'040, ON TOP OF A CONCRETE AW)G4770Y STRUCTURE, ELEV. 4928.96 17. 7TAA'k04ARY EROSION CONTROL OURVNG CONSTRUCTION SMALL BE PROVIDED AS SHOW4V ON THE EROSION CONTROL PLAN. 18. THE DEVELOPER IS RESPON518LE FOR ALI COS75 FOR THE, 10rb4L INSTALLAMW OF 7R4FFK STG/WNG AND STR/P1WG FOR THE DE14'LOPMENT RELATED TO OEVFLOPM£Nr5 LOCAL S7REFT OPERATIONS /N A001770N, THE XW40PER IS RESPONSASLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED 10 DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 19• 771E CITY Or FORT COLONS SMALL NOT BE RESPOAW&F FOR ANY 04MACES OR #MAP1ES SUSTAINED 1N THIS DEV 54~Nr AS A RESULT of, GRotwoW47£R SEEPAGE, W9YETHER RESUL77NG FROM GROUNONA7£R FLOOLTING, 57RUCRAW D4A40£ OR OTHER 04M4GE UNLESS SUCH DAL4GE OR N✓URES ARE SUSTAINED AS A RESULT OF THE CITYS FAILURE, TO PROPERLY M4/NTAIV ITS WATER, W4S7FNA7FR AND/OR S70RU DRAINAGE FACILITIES AV THE, DF10SLOPAOCNT. 20. 7N£ SAES REPORT FOR OWLLOW BROOt' WAS DOWE BY A.G. WASS£N44R, 1AC. ON M4" 29, 1990 S7RE•ET P40NO SHALL MOT START UNTIL THE SOILS REPORT AND PAVEMENT LESCH ARE APPROVED BY 7HE C17Y ENGINEER AND SUBORAOC COMPACTION 7ES75 ARE TAKEN AA19 APPRO✓FD. 21. ALL SANITARY SEWER cowsmucrAw SMKL COWFoRM ro THE AAOST CURR£Nr SOUTH FORT LYLLAVS swrArlav dsmor sTA44%w SPECArAG4T/AVS FOR SANITARY SEMEN LINE c0#VS7mx77O0V 22. ALL WATER LMC CONSTRUCION SMALL comomm 7o rw MOST CURRENT FORT COLLINS - LOVELAAA`I W 47ER LNSTRIVT S2AND4RD SPECIRCA70VS FOR WATER DISTRIBUTION $YSTEAIS 2J. CONT94CT00P SHALL CON57 REI'T S4NITA0?Y AND STORM SEWER AUMHOLFS AS NELL AS MITER SEROCE CURB STOPS SUCH TINT MAXAVW ALLOWABLE Aa1U5TMfNr IN BOTH A'R£CrIOAS (UP OR DOWW) CAN BE ACAWWD TO ALLOW FOR CONSTRUCTION TOLERANCES IN STAKING CURB & GUTTER 0014STRUCA10V AND PAVEMENT PLACEMfN7. 24. ALL Sr#EFT CUTS, CURB A' GU77ER AMD STAEWALK RFMO✓AL, AND THE REPAIR d• RECONSINU/CT/ON OF THE AFORFAAEN770VED SHALL BE DONE IV ACCORDANCE W rH Thr C1TYS 'STREET REPAIR AMO RECONSTRUN^TIOIN STANDARDS AND GUAXZINES - THE CITY NSPECTOR AND/OR TN£ CITY EN 9WER SHKL HAVE FINK AUTHORI7Y IN REGARD TO NC L1M/7S OF 7NE STREET REPAIR Fort Collins - Loxeland Walter District South Fort Collins Sanitation District r- WATER & SAN/TARP SEWER DETAILS 87 NORTH POUDRE IRRIGATION COMPANY - - STREET DETAILS 88,89 Tor Farm►, System Engineer Date STORM SEWER & EROSION CONTROL DETAILS 90 UTILITY PLAN APPROVAL STORM SEWER & EROSION CONTROL DETAILS 91 AN shy «don«s^• o"b"o, ddetmns DEVELOPED DRAINAGE PLAN 92-9J APPR0vE0. - no mceW►wttioM to theftoN ao.+nos must be orpro :vad. , wltbq, by the coUln, — tov�Mona wot« Dis4rict one the South Fort Co01ns SeMtotion District. Y g' V ti �v aS ICE oarwK N.M.D. CHECKm S.A.S. or w" N. M. D. (ILENV.E 063_ cover 0 Z U) W L LJ �. W O J Z Od Q Z CC 0 W� W Z m �a 00. w O •c( w C� - ZU _City of Ft. Collins, Colorado m. sla UTILITY PLAN APPROVAL APPROVED: OwAKIw a lO OI city Knofmor Date CHECKED BY: Consulting Engineors 74b WhoWs Way, Bldg. D v 970z2a-055i Boa No. ONNEWENNEN 788-063 wo ��x(�t.. *al t Dote WN sc,LE N.T.S. CHECKED BY: :4i4f1��� 3M( stsrewatar aty DW#A DATE MAY 2000 Rev, 7/16/O1 CHECKED CHECKED BY: Parks R c IM BY: no to s�EEr CHECKED BY;Dot* oF 9/* C-1 a5i Ln N #' F-11 - -- TERRI� KEY MAP N 50 0 50 100 scale 1"-50' feet NOTES: 1. ALL PIPE W/1N/N ME PUBLIC RICHT—OF--WAY SHALL BE TYPE R WAIER17GHT JOINT, CONFORMNG TO THE C17Y OF FORT COLLINS STANDARDS 2. ALL MANHOLES SHALL 8E WAMR77GHT, INCLUDING RIMS & COVERS. BROWN/STALEY DITCH LATERAL UTILITY PLAN APPROVAL APPROVED: 2-It-0 788.85 L.F. 173.32 L.F. 10.17 L.F 18" PVC 180 RCP 18" RCP ® 0.30% ® 0. jog PRESSURE � ® 0.Jox PRESSURE SEALED JOINTS SEALED JOINTS PRESSURE SEE NOTE 1 O SEALED m �O JOINTS -V o, W SEE NOTE /1 4910 y W y 4905 y V 4900 City of Ft. Collins, Colorado UTILITY PLAN AP OVAL APPROVED: City ftili ear Date CHECKED BY: Water 4 lrostowater Utility Dote CHECKED BY: .UA, 1_3-01 9tormwater UUKty Date CHECKED BY: Parks k Recreation Date CHECKED BY: Traffic Engineer Data CHECKED BY: Natural Resources Date 4910 4905 4900 s DRAWN N. M. D. CHECKED DESIGNED N. M.D. FILENAME 06-T IRRIG W 0. a Z M Y 0 0 aTo m Cr O o coo ro J J �o R O R r Z� .i vJ a MMM C0 O W Q PROPOSED GRADE OVER CL OF PIPE Z EX/STING GRADE O 4895 OVER CL OF PIPE W 4895 - Z - - - - - - - - - - - - - /- -- - --__-- --- 4890 SEE SIPHON 4890 STRUCTURE DETAIL 4885 TQ 4885 Consult�inggr'Engineers om v � aWopp O �}�. �F 4880 748 Whalers Way, Bldg. D II Fort Collins, Colorado 4880 ^ 3 p II 970-226-0557 y p b II 2 ioe No. N n , 2 788-06J rO) TC O SCALE HORIZ.• 1 " = SO' MMMMM 1O W w ^ 4875 VERT,• 1, - 5' 4875 ° It q g DATE MAY 2000 i II h O O O O Rev. 7118101 SHEET 51AOF93 18+00 17+00 16t00 15*00 14*00 IJ*00 12*00 11*00 10*00 C-1 259 QD 4910 4905 CFI14 4895 4890 4885 4860 4875 18" RCP FES BEG/N PIPE \ 180 RCP PIPE ` TA 27+36 37 TO \I - - 1 ME11>00 Z �Ut 222 LOT 22,5 LO/- 22-1 LJT 2,'.'> LOT 226 LOT 22 LLOT 228 LOT 2297�10T230 LOT 231 LOT Pc h — — STA. 19+76.34 i w 1� 27+32.37 18" PVC — P l Rr_.E _ 18" PVC — /RR/GAT/ON V I y w VTA: PHON STRUCTUR /RR/GAT/ON L4 Ch/TER J9( AD -- --- — — ---s:=s== — — — — x EIF ERR Er, y Jy, _ - _ L �IIIiI_IT� KEY MAP N 50 0 50 scale 1"=50' 100 ia NOTES.• 1. ALL P/PE *M/N ME PUBLIC RIGHT-OF-WAY SHALL B£ 1YP£ R WAMRT/GHT ✓DINT, CONFORM/AEG TO ME C/TY OF FORT COLLINS STANDARDS 2. ALL A4I 01.FS SHALL BE WA7ER17GHT, IAMMAIG RIMS & COVERS. BROWN/STALEY DITCH LATERAL UTILI PLAN APPROVAL APPROVED. -4 �' �...... % it.0y Date 9.42 L.F. 756.03 L.F. 18" RCP 18" PVC ® 0.30% ® 0.302' PRESSURE PRESSURE SEALED JOINTS SEALED al ✓OINTS ad zt m N N I W N It It 0 O L � PROPOSED GRADE C) OVER CL OF P/PE EXISTING GRADE OVER CL OF PIPE W �O DITCH FL = 4895.E — V --- — — — — — — — — — a h ai vy °o i 2 e u NN II O = ry^ 2 au DO it a II h N N ZO Q 2? 27+00 26+00 25*00 24+00 23+00 22+00 21+00 20+00 19+00 City of Ft. Collins, Colorado UTILITY PLAN APPROVAL APPROVED: cwsklc $ oo l n i eer N CHECKED BY: Water i wastewater Utility Date CHECKED BY: ,(A, 3tormwater Utility Date CHECKED BY: Parks t Recreation Date CHECKED BY: Traffic Engineer Data CHECKED BY: Natural esources Date 4910 4905 4900 4895 4690 4885 8 DRAWN N.M.D. CHECKED S.A. S. DESIGNED N. M. D. FILENAME 063_ IRR/G W FL L0 O+ Y N O �r�^ cr v/ m CEO R O oTo M J M R U� Z r =d 0) ,,a V/ TOT, INC. k7408 sulting Engineers 4880 Whalers Way, Bldg. D ort Collins, Cobrado 970-226-D557 788-063 SCALE HORIZ.• 10 = 50' 4875 VERT., I* — 5' DATE MAY 2000 Rev. 7118101 SHEET 51 B OF93 C.3 'at 1 4905 1 4900 1 4895 1 4890 11 0 REC \' 1 zs+oo pR�' rLa�y�04 Q a5 INSTALL 88 L.F. OF 20" & 4" PW SLEEV/NG FOR POUDRE SCHOOL D/S7RICr /RRICAT/ON SUPPLY SY57FA/ NOTES.• 1. ALL STATIONING /S BASED ON GUTTER nOWLINE & CL ALIGNMENT. 2. SEE CONSrRUC770N DETAIL SHEETS FOR SPEC/f7C47701vS ON HANDICAP RAMP & CROSS PAN CONSTRUCTON. J. ANNMAUM "W ff PtOMlAMf` SANLL Af 0.40A AV lYAIM�/ CREST COM911IONS SEE CONSTRUCTION DETAILS 4. SPOT ELEVA77oAS /N STREET ARE PER C17Y OF FORT COLLINS STREET hVrFRSECTION DETAILS D18 & D19. 5. CROWN 7RANS070NS R£OU/RED AT ALL INTERSECTIONS PER CITY OF FORT COLLINS 018 & 019. 6. TYPICAL STREET SEC770AS, SEE DETAIL SHEET. 1 4905 1 4900 1 4895 1 4890 LOT 2 STA, 1J0+ EE 6. 4 TO STA. 1J1+1396 FUTURE IMPROVEMENTS I CURB, GUTTE & SIDEWALK /S NOT S LOT (VER77CAL CURB & GUTTER TR N. J777ON PAVING REOU/RED TO BE BUILT W/TH THE & 6' WIDE DETACHED WALK) INTO I EX/STIA)C INTERIM CVV1vDTON LOT 2 j (�T z z I T «� 7 ORN4WAYS \ STA: l30+06.14 PCR = 131+5J4J LOT «'� LJT 2�. SOT «, U---z'g 7- �- STA.• 126455 87 PCR = 1J1 60.87 L O ? LFL ECEV. 489J.58 STA. 128+47.24 \ PAVING (INTER/M LFL = 4895. J1 LFL = 4895 31 BEGIN ROADWAY 20' DRIVEWAY APPROACH / / ^ \ COND/TIONJ 'W/OE DETACH WALK IMPROVEMENTS (FUTURE CONDITION) PCR = 13J+1396 PCR = 1J1+99.96 - \// LFL = 4895.57 LFL = 4895.86 & GUTTER 127'W12t+LVLER77C41 - -` - - - - - 9575 95. 9369 135+00 136+00 13 1271 OD 19+00 --4 1 128+00 1130+ _ I- -+ �,- - 131+00 96.41 132+00 133+00 1: 1 - 96.17 96.27 1 %3T -- 1- ----F - k 134+00 - 1 - 135. 00 - 1 736+00 f3 - 127+00 --1- _-__-_-938J-95.66 W - t _+ 28+00 129+00130+0�131+00 133+00 ^ - -- - - - - - - - _ _ 93A1 - - - �����.s�s-� +.ems - 134+00 - - - �:: 135+D0 - 136+00 - 13 -- ::: STA: 126+59.41 --- -------.- .G _ CL ELEV. 59.4.35 EDGE OF PAVING PCR = JJ1+07.54 � - - rk 3 (INTER/M DESIGN) EX/S77MG ASPHALT RFL - 4895.49 93, PCR = 132+02.61 - - - - - - - LFL 4895.87 EDGE OF PAVING ^� J CL /NT 1Jf+5754 NI 39 (INTERIM DESIGN) EXISTING ASPHALT STA: 116+55.B7 FUTURE /MPROVEMENTS CL = 4896.34 NI II l PCR - 1J1+54.68 H I1C R RFL ELEV. 489J68 (VER77CAL CURB & GUTTER PCR = 1JI+59.85 ' \ LFL = 4595.27 _ ` �i FUTURE /MPROVEMENTS BEGIN ROADWAY & 6' WIDE DETACHED WALK) RFL = 4895.21 FU"E ENTRANCE -Zzl Ir p£ RIGHT OF WAY (VFRT/GIL CURB & GUTTER IMPROVEMENTS N"'ITO SCHOOL _.� s-��- � e' wAW r.1ErACFEO WALK) KECHTER 'D 316) '� FUTURE SCHOOL S/TF 50 0 50 scale 1"=50' LEFT FLOWL/NE PROF/LE HIGH POINT ECEV - 4896.45 HIGH POINT STA = 133+87.15 JPW STA - 134+07.54 1 �v N p PWAELEVD = 69 -1.00 _........ v �\ C) FIN/SHED LEFT 2 ti FIN/SHED LEFT FLOWL/NE GRADE FINISHED LEFT ' FLOwI/NE GRADE W 0�• h �,,� \ ��1 FLOWL/NE GRADE (/N7FR/M COND/770A0 m <"y� ��,c., h (ULT/MATE CONDITION) `ti rr r - - - - ----------------'--'� V � � � 0.40x -0 53M 1.419 EXISTI`EXISTING GRADE O ULT/AAA E G)W E N 1 4 ^ 4 INTER/M FLOWL/N, E 1k� O R I I It- --,LEIIrT-- r HL I TI r;Ti'i I}- hi-ll iii7 T' r'{T� r - T''�1T1I.P1(il 1Li'.iil ' City of Ft. Collins, Colorado UTILITY PLAN APPROVAL s io APPROVED: City E neer Date CHECKED BY: DRAWN Rater R UU1 y Date M. W. T. �� CHECKED BY: 'a , Stormwater UU t)r Date CHECKED sA„s oweoKeo �rl DESIGNED Fame i CHECKED BY; S.A.- Tnfflo Engineer Data FILENAME CHECKED BY: 100 Date 06J-CRJ6-PP iiiii feet 144 kQ W 4 __ a--- W�rWr.�� WrtW WSW WSW WSWC WSW '` �Hb „O)045 abq h0'a b0� Dry Q, nb ^QO 00 bN b� U qO0 q`+" 0"+N 0,-+ q`�`} 0) W) qh qh qh qh q1d q'C qb q'O 01% q10 qh 0) W) qh tea° �a�� �a 126+010 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136*00 137+010 CENTERUNE PROFILE 4905 4900 4895. PW STA = 1274 49.85 100. Q PV/ ELEV k 4890.78 Pw STA = 129+J1J4 200.00, fC r ` A.D. = 1. 17 PV/ ELEV = 4895.14 J K = 8578 A.D. _ -1.50 ,+ 2 O aj t HIGH POINT ELEV = 4897.. 119 M 1000b' l4 K = 6250 h q ,.1 o a o HIGH POINT STA - 1.53+87,95 ti h a o h h 2p ° PV/ STA - f34+07.54 q PW ELEV - 4897.J4 v Z R IVISFIED h+ oh ,r A A.D. _ -1. 00 O CENTRE/NE a K# f99.45 v GRADE q W tui 1^ W m C + FINISHED CENTERLINE GRADE (UCT/MArF ^ q I pq CONDITION) h m w Oj rR V e m -----� 0.40% -0.60A - ------------------ -:---- -- �J 0.40X --- - \�------- p•40Z' _ � , mi EX/STING GRADE . - FINISHED CENTERL/NE GRADE 4890°�y X (INTERIM CONO/T10NJ \- C - i 1 Qs _--_- pJ2 Oj2 OJ2 OJ2 OJ2 0J2 Oj2 ' �.�.O^ O'q 0 ,O b yoO O O N O to %"d q OOhih bV Oq O'O 'O 10 bb K V qK q'^ q1d �b qb q nb V ;0 Oy1^ `�CS .1\q 0q qq Oq' Oq Op, �q 0q �q �'q hq hq hq 11^�� �V 01roro ��� ��� a.F.F •�.F aw �F.F .. 126+00 127+00 128+00 129+00 130+00 131+00 132+010 133+00 134+00 135+00 136+00 137+6V RIGHT FLOWUNE PROFILE O ; ram` w J ; 200.00' W I+M.H POINT'ECEV - 4896,45 ULT (4896.86 /NT) ZN HIGH PO/NT 5TA = 1 JJ+87. J5 \� G 1(� � o, V FIN/SHED RIGHT EDGE OF PAVING 9 q O PW STA = 1J4+07.54 INTER/M DESIGN 4 b ^ PN ELEV = 4896.59 LILT (499710 1NT) 1nV O O 2 AD, - -1.00 p i 4� W 2 � K f 199.52 F Q yrti �� (� V t �i C 0 C FIN/SHED RIGHT FLOWL/Nf CR40E Gi - ' UL77MATE DES16W Li r' �Q J Ir W~ -0.6oz 0.4C7X _ a� c- ��''fOv) hh kiQ by a Y, < 4 ��i' +q n2 +q 4 ill EXIST/NG GRADE O q •� EXISTING GRADE 0 ULTIMATE FLOWUNE i h F �1 , 'w1 tQ INTERIM FLOKIAE Chi 2Ck Wbh ^b� r•b^ O�1Op q'bn 41 ri 40i ri 41 J W�W �ri� .. ,IU Ci ,. .. .M �> O~p O�Q O� �� N -. ... ,,vW17r�ppi i "� W Ni 40i 4pi Ni 41 J a W p W p O b M q*N �`/:� O"1iM! tea•, vi Yj grih Obn O n ^bn her q'Cb gtgpD�, 'C qh 'd'C Oto'C 0'C 1e�Cp O1p OO, Yj W) ro O�,ri U :q5 Ib',h0o', �tq�tgp �gq�ogp �gq�tq� �qq W�gq�ogp �qqp�,y)rvj1W.� h��np!."F • s s. M 1 f/ i M f Tl1M 1 TC1M I T71/In 4905 4900 4895 4890 4905 4900 4895 4905 0 T w J (n LL o Y �~ O a m Z LO tC Q T Z H'^ J a W LIJ O F- IM i U w Y TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D • Fort Collins, Colorado 970-226-0557 4895 JOB NO. 788-06J SCALE Honz. I" = 50' Vert. 1' = 5' DATE MAY 2000 4890 REV. 7172101 SHEET *40 _ .. .,. 126F00 7Z/+UU 7LL7rw /Zyrw / JNTW v 1 r-- No Text X N LOT 25 NOTES 1. ALL STATIONING /S 84SED ON CUTTER fZOWL/NE & CL AL A 2. SEE CONSTRUCTION Of-TAWSHEETSFOR SPEC/F/G47)ONS Ol� HANDICAP RAMP & CROSS PAN COIVSTRUC770114 3• MINIMUM GRADE OF nOWL/AE SHALL BE 0.40X /N SUMP/ (� CR£Sr cavarow sm COMsrftC»IDN orrms 4. SPOT ELEVATIONS IN STREET ARE PER CITY OF FORT COLLINS S7REFT INTERSECTION OFMILS D18 & 019. 5. CROWN TRsWSIT10NS REOU/RED AT ALL 11V7ERSECT/0N5 PER CITY OF FORT COLLINS D18 d D19. 6. TYPICAL 57REET SECTIONS, SEE DETAIL SHEET. li IEimmilml lii;331110-m F m-- 'II i IOU a _ij it ?71-r 7 J-`j� o llTr•'"��-�ill��j1�i n 4i k ' �-�a'N (`u`.riiuu�1✓ T00EdGETOF ROAD TOT PAVING k•.-j�y'ly$lTt�;il"u':1Ci'I PROI�IDE ROAD IMPROVEMENT _ _ µ i 1 -rlTri it TR4NSITIONS• ------... - City of Ft. Collins, Colorado " 14i+oo /, — — W� UTILITY PLAN APPROVAL A, 148 APPROVED: t e•r Dale� Ol 147+00 y=�14e CHECKED BY: DRAWN --------_ ___ w t • r UJillly� M.W.T. — — — — �` CHECKED BY: ��, UU11tr �� CHECKED FOIGAKL fi" OF EX/Sf1AC , QI�fiD my, ��l� SA.S °AP11W - VFRLIY AND (\rem a M Dmc� DESIGNED "AAN5/7ION PROPOSED PANNC CHECKED BY: S.A.S. WTH EX/STING PAVING TnfNo Engineer Date CHECKED BY: FILENAME 50 0 50 100 pate 063 CR36 PP scale 1"=50' feet LEFT FLOWLINE PROFILE Z H O 5000 n j .0 5000 W 2� ~ PVI �• 1 8+00 4895 W FINISHED LEf7 FLOWL/NE GRADE S y EX 4895 -O6oX . /STING GRADE - ci � g � Ph" E"LEV = 4e69. i2 _�--_ ------ D67X --------�— —`i \ K127575 +q sZ ------ -I.5?.s• __�--- � 4890 4890 _._ y aS * O.a7 ---- y� EJ z r P ^ 1 4885 b^ ^a b� °t� ^` ^b °q r v v.� "i ti j "i j "iy "iry tiry• tiry Nry' h �i O O °q a 1J7+00 138+00 139+00 140+00 141+00 142+00 14J+00 144+00 145+00 146+00 147+00 148+00 g CENTERLINE PROFILE Z 5000 Q W 5000 �^FFF y Q 200.00, uc a Z PVyEP" = 7 4889. 7 g -osoz FINISHED CENTERLINE GR40E .. .. - .. O W $ 0 A.ELD. =-DJ3i4895 --------------------- EXISTING GRADE— V 27375 4895 _ _ _ h K = Z �—----------- --- ,T l4 4890 4890 1 4885 1 5000 1 4895 1 4890 1 4885 V Z VWj ♦ .r'h .,: r' t V: V; ^1 µ N ni ni ni 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 RIGHT FLOWUNE PROFILE':Z Z51.. - - .. -. .. .. .... - .. - - - FINISHED R/CHT EDGE OF PANNC h IN7ERIM;DES/CN i I y `V 206.00' w g 4i4+ I I I 2Q _ t i ; ! EX/ST7NC CR40E PN S�A /4889 _ k MS T fLO _ - .. - _ i O PYI &kv . 22 — — — —14 f7 f�D RKW WL/NE CAADE - Q /�. 1 A.L� _ -0..73 _ ULTIMATE DESIGN `t ----A. r — --------- -- — -----, tj K ?7575 ,.,aI -0.51X—��---------- �� !_ i W V � ! � y X 14 O O LZ t WSW WSW WSW W WSW W� WSW WSW WSW W� WSW WS�pW WSW WSW WSW WSW Wp�W W�6Wv� w "1hh ON'n Whh ^hh hb^ h^^f �r'nb 00^ ^yvu� b0, "•1"R, N,6O OM"� Obh O'qh Ob0 °�10 °�v} •h Oyi�h Q`►�F Off, F� q�M O�j ^')� qI� qn+"7 Ani "1 �ni ni O�jNN �.�l�j S • i s , nn f ii� M f/l.1M ftRJ.M fL71/1/) isa�alo 4885 5000 O 00 W F-(l) LL O Y Er~ 0 a. O O DO m Z Q ti T p QH J J (1) J a W Q Mw0 L.L F— U W 4895LDATEAMAY � ST, INC. ing Engineers lers Way, Bldg. D ollins, Colorado -226-0557 4890 88-063 . I" = 50' t. I' = 5' Y 2000 4885V. 518101 1 IJ7+00 7-W*UU I rv-rLow fT f rw 1a rw ... -- _ . _ _ � Y • N Qm 41 5; �WRM _ 19 20 1 21 24 23 122 ----__J I I L-------- -------- J L -- --- --- - -i II - � � � i • � \ _ � — - -- - a -mRlsTrrTG'MNc—FLOOR � rr — - — - TO BE REMOVED. " �\ ZECILER RQA�� - - / APPRX. DIM. 35je175 .� - ------ - - _ -- - �... �. .... _ ----- ----------------=ccc__ _ - - _ _- ___-_ _ - - AND _ _ -- - ---- -- - - - -'-_ ai -- x--_-_--_-_-_---__---- - --•ter - -- -___- _________ - --i i------ • --- sus t$s� ••w• --_ \ , \` \ , , /�/ 38 O . Lam_ 91.0o FT 10 YI - J-- =J - / i i fill ( \i i - ----- - \ 1 \ -- It -- \ \ / 1 I 1 1 ♦ _1 \\ \ 11+00 i 11+0oi i/ i`It i 3- DEEP W/ i / 11+00 1 1 1 11 111 4:1 SIDESLOPE$ i / / 1 1 V 1 11 1 I / \\\ . / 1' N I \ 11 III I � \ \ \ \ TYPE L RIPRAPI it 1 1 I 1\ \\ 252 SO-FT-'--��♦ 14' WIDE 18' LONG i • i i % i I 1.5- DEFA- \\ APPRX. EARTAWORK NUMBERS / BURY WITH /6• 1 1 1 / I I I I♦ 1 (� 1 1 \ WITHIN BOUIIDARY. VALUES ARE , NATIVE TOP/b�OIL 1 I1111 1 I 1 1 \ NUMBERS J 11 II 11I RAW NUM NO COMPATION OR EXPANSIOIIf' ACCOUNTED FOR. RAW CUT/= 754.81 CU YD RAW i i It \ F� 1 11 I = 837.73 CU YD / iilii iil / 1 \ \\ itI at i L-] r lJotaJil, IRRIGATION IEET 18.2) — SILT FENCE C or EXISTING CMP TO BE REMOVED OR FILLED W11 \♦ _ __ _ •___vjM�.-�� _�___ _ -_- _ _ __ _ ___ __ :- -a-- TYPE L RIPRAP PROPOSED CULVERTS (3) 19-1 HERCP (SHEET 18) GALL UTILITY NOTIFICATION CENTER OF COLORADO 4-800-922—W87 OR80O-282-1M1 CALL 2 BUSIM s DArs el ADVANCE BEFORE YOU OIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER urnrnEs. ___--_ PROPOSED R.O.W. EXIS1ii.Q 4' CURB -- - 3B W/ SIDEWALK CHASE 1 I nr• a1 1 - - - - - - - - - - - PROPOSED CULVERTS � �- (3) 19'x30' HERPC �- SWAL E E1 _ TOP OF BANK PROPOSED 4916.50 PVC DRAIN \ AROUND SWALE 2 _ (SHEET-18.1) \ & DITCH D2 \ TYPE L RIPRAP \ 1 +00 EWALE Q _ �\ LEGEND: DUST= STORM SEWER ,g PROPOSED STORM SEWER PROPOSED GRADE PROPOSED STORM SEWER INLET PROPOSED GRADE AT FLOWLMIE 93 PROPOSED CONTOUR l O ',OS BALE DIKE -------------- E104TNN0 CONTOUR ------4Y20----- E3OSINIG TIIrIF, CONTOUR TI,S O PROPOSED GRAVEL HIT FILTER PROPOSED CUR! AND CURER ------------ ----- PROPOSED FLDWUNE PROPOSED SILT FENCE OPROPOSED RIPRAP GRAFM SCALE: 40 0 40 80 120 Feet miig ( IN FEET ) 1 inch = 40 ft. in NORTH LARa= COUNTY EN APPROVAL Do~ roe arum ealla6Wq 017E a� -• a• « to Iwo,=• Li MII I I 1"411111 Nib • - 7 • • r- •. > �aa• a• • a-. a V - • �aa• a-. • • •• a APPROVAL BLOCKS. Fort Collins - Lowland Water District South Fort Collins Sanitation Dishlct Ter W. r,, arlwn. Dew Al e �tl1�ry,�MrnWw N a���R admI "Weft mW Wwdmko"M to at CdRw laM� Ndv 71k City of Fort Collins, Colorado UTHM PLAN APPROVAL City Zolf eer Date CI�CIOlD �Y: Water t waet"ater Utility Date a DY l- Infilt7 USPL CNl01® SV: Parks lion Data CisR:® 1 eer Data plCl® W. I-A4_400. 1/4T, Date S OJ mow. w. Ee I mr- wN A nd to W "W fir wry %• of wlndnlcimn orb= +ynw ww sea" by ft.ft l in UI• d NwMw FnMnwM 3r.k�. Ys. Project: FII 119-OS9 Date: 12/16/01 Sooty: I O-W De ;wW .IFB Reviewed Br CAS Q J Z W Z 0 0 a V Z O O Ir O Ix cr W W V 06 LU 0 Q V 3 t�l 259-1 No Text r +C�i ;fY FUTURE /MPROVEMENI5 i ; ��.: (✓ERTl At CURB d GUTTER, m _ _ . -._ f. - 91, i 6' WIDE DETACHED WALKml / ** X' WIDE PANNG) LL1555 F `T Gµ,ltyl,=1 EXIS77NG R/CHT OF WAY ( o FUTURE R/CHT OF WAY I J N O \ \ �� - Cii1 1I Tr ,I _�li_ Air- - - - ------ - --�- - --- - -- --------------------'----- oo ,.9+00 - \ - _ I _ I 150+00 ,0,+D0 152+DO ,53+00 \ ,54+�00 2 I ,ss+00 - - - - 4 - _ - I _ _� - City of Ft. Collins, Colorado 00 - - __:_� _: - Q ,s,+oo ,s2+oo _ _,s.+oo - - - - - ,se+oo- , a ,s3+ ,ss+Do NOTES.- - -I r-_-- ----�---- __ _ __ ----- -m__--___- to p T- - - - - - - _ 7-------------------------------- APPROVED: City eer D• 1. ALL SrATION/NC /S &ISEO ON CUTTER fZOWL/NE d CL ALACNMENT. *) EXISTING RIGHT LF WAY Q �I % -T- -j- 2 SEE CONSTRUCTION DETAIL SHEETS FOR SPEC/FJCAT/ONS ON I I / K&HTE� ROAD (OR 36) r CHECKED BY: DRAWN H4N0/CAP RAMP d CROSS PAN CONSTRUCT/ON U I l �• •� • V �t�7 �•� M. W, T. I FUTURE RIGHT OF jWAY � 3 J. MINIMUM GRADE OF FLOWL/NE ShAU BE 0.4OX /N SUMP/ FUTURE IMPRO✓EMENTS I CL 1NT 153+15.50 I 'N CHECKED BY: P.S. RT/C.IIL CURB d GU7TER, I R 9tOrlll�ter LIIit� ��e CHECKED CREST CONOMONS SEE CONSMXrION DETAILS ( I ClCL = 4B85.50 !t SA.a 1• $ MT Att*/+IORLf AV di/11 V AOW AW CM00 OF /CNt 6 j W/GQ 0lTACNCD MUK R I I I %D •YI COLLINS STREET mrRSEC71'ON DEM15 D18 d D19. XI W/Of PAKAV) I 5. CROWN 7RANSMONS REOU/RED AT ALL #WERSECTTONS I I I I I I Me sA DESIGNED PER CITY OF FORT COLLINS 018 d D19. - _ I I CHECKED BY: S.A.S. Traffic Engineer Date FILENAME _ 50 0 50 100 CHECKED BY: 063 CR36_ULT 6. TYPICAL STREET SEC7AON5 SEE DETAIL SHEET. I I / I I I I �� ' stole 1"=50' feet g LEFT FLOWL/NE PROFILE 200.00' ✓L 160.00' VC' 4895 PV! STA - 148+00 LOW POINT ECEV = 4B845? 4895 PO EEV L- 4889. 12 LOW P01NT STA - 152+28.J4 A.D. = -0.73 g ry PVI STA- 151 f95.50 � + n N PVI ELEV = 4884.2J ^ �i f00.00' pr �% K= 275.75 w O h A.D. = 1.75 b [� V ^ h K = 91.27 r o PV! STA 153f86 V OV\Q` ` 4890 FINISHED C `I AO p gBJ. BS + 4890 i � � � Q ��A _.. .. . . - . . \ - - EX/3T/NC GRADE' h K = 1J9. *6 h \ EFT FLOWLINE _ G 4885 4 y_ �� CE �Nt 4885 REN ONLY Y - - -_ - - - - FOR RE y oEOF tNESS --------_-=' _-__ _-_ �O PR or A PLI�11ON PIJ►N LO - 4880 4880 CONSTR - - Oq �a O� NN OOQ 0.6 OM ^� Oh p ^'1'^ ^raj O$ ^$ Ohp O� Oh ^O W L 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 0 Y 1TEIo0.Do' vc CENXINE PROFILE O Q Q P✓l STA = 148f00 �1 g Ph ELEV = 4889.77 00 160.00' l4 V1 4895 4895 / A.D. _ -0.73 g h LOW POINT ELEV = 4885.17 Q� Q r X = 275.75 + LOW POINT STA = 152+28.J4 V rf �� PV/ STA = 151 +95.50 4 100 00' tC G �% Pv7 ELEV = 4884.B8 PVT STA = 15J+86 (,j�Q Q(. L �iI n ^ YNj Y�j V\ ` Q A.D. _ 1.7.5 i M PK ELEV - 4884.50 :V f7N/SHED CENTERC/NE GRADE + 'n N "! 49" A � O EXISTING GRADE ^ K = 97.27 + A.D. 0.72 ! AA 4890 J 4890 W h �i W u) a � K, _ .IJ9.B6.CIO G` QJ J W - y V CE ONLY �� -� 0.5? �1.tpx ! 4885 W 4885 �... - .. O �REN GN F � V t ,/ \ F FOR RY p OFS PRN IM A PA RON P I T 4880Ui 4880 C� - - NS H "1'yOyu Ory O� 1� 00 OM 00 00 0,� Oq O i Y 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 g RIGHT FLOWLINE PROFILE 200.60' W 160.00' W PVl STA = uBfoD 4895 1 PW ELEV = 4889. J2 $ COW POINT E[EV - 4884.52 ��� r 4895 �i A.D. -0.73 - LOW POINT STA - 152+18.J4 Q� fV _ _ K = 5.75 r h PP✓/ ELEV =51 *95.� c� fOPJ00 ( ��J F l I 6 ?7 + PN STA f�,J+B6 j I + A.D. = 1.73 ^ 2 PVf ELEV = 4*BJ.BS h h K = 91.27 + "'4i A D. - a )7 {V " 4890 y I V FUTURE RIGHT FLOWL/NE GRADE _ .� 4890 - - , _ _ G�i vS , W A K /J9�6 -� _ e� - - �; Q T3T, INC Consulting Engineers r 1. , - \ EXISTING CR40E a `rAV 74F Whalers Way, Bldg. D f _ J �"6'� `� Fort Collins, Colorado 6EMA 0557 V _ 4885 4885 _.. - --- g� �9► y 63 ONLY Y .�-- � � om RENCEGt� UN C5CY - -�. ! SCALE = 50' ~ REFS OFI�_5 I \---- --= _�� _ I Vert.= 5 FERI�INARPART ON P \ - _ 000 - 4980 4880 R NO _ .. _ _., ._.. . - _ P TA UC� .. ?. . ..8/01 CANS i . �. , ni. • �� . nn • cc . nn A m A iiiw n T1ar*UU JfYtUU /J/rw /JLTW FRt'JS70N CONTROL NOTES ' � 1. The City of Fort Collins Stormwoter Utility erosion control inspector must be notified at least 24 hours prior to any construction on the site. 2. Pre -disturbance vegetotion shall be protected and retained whenever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. ,3 Al/ soils exposed during land disturbing activity (stripping, grading, utility into/lotions, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or discing along land contours until mulch, vegetation, or other permanent erosion control is into/led. No soils in areas outside project street rights of way shot/ remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, londscoping, etc.) is insta/led, unless otherwise approved by the Stormwoter Utility, 4. The property shall be watered and maintained of all times during construction activities so as to prevent wind -caused erosion. All land disturbing activities sholl be immediate/y discontinued when fugitive dust impacts adjacent properties, as determined by the City of Fort Collins Engineering Deportment. 5. All temporary (structural) erosion control measures shall be inspected and repaired or reconstructed as necessary after each runoff event in order to assure continued performance or their intended function. Al/ retained sediments, particularly those on paved roodwoy surfaces, shall be removed and disposed of in a manner and location so as to cause their release into any droinogeway. 6. No soil stockpile shall exceed ten (10) feet in height. All soil stockpi/es shall be protected from sediment transport be surface roughening, watering, and perimeter Silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. 7. City Ordinance prohibits the tracking, dropping or depositing of soils or any other material onto City streets by or from any vehicle. Any inadvertent deposited moferio/ sho/l be cleaned immediately by the contractor. 8. Straw bole barriers are to be installed immediately following the grading. 9. All areas disturbed by construction shall be reseeded with a dry/and posture mix. Mulch shall be either straw or gross hay (depending on availability), opplied at a rote of 2 tons per acre and is to be mechanically crimped into the soil. 10. The contractor shall be responsible for maintaining a// erosion control facilities, including reseeded areas, until c healthy stand of vegetation has been estobAphed. FLOW DIRECTION PROPOSED STORM SEWER �—_-' EXISTING STORM SEWER PROPOSED �— CONTOUR EXISTING _— CONTOUR STRAW BALE BARRIER RPRAP PAD SWALE t� 1 It _ 6' 1N16C WACWD N K 11 - - - - ` \ \ 11 \ \ \ - - - _ I ?234 225 2 228 230 — (OCrACMED NNLK 1`1FRrCA[ CERB ! GVrr£R \ 1 If _ 1 1311« — ' - — _ _ _ - -�-_ - - - - --_-- _�-- ^'i —_ __•_--_ - - - '- - - - - - - - -' V c _ '14 x rY,p,♦„ R & \ .1 �� sT fltlSrhYe AS YNL - w-- ^ ram- i r ►c�I AL cc/MB t .` . - ... A4r ! 1 fs7 s� - NPILK -- 1•f1P1 rX& CV46 d CVTTL-R t C/TY OF FfJ'T COL'LINS -iro [ rAsvEo Nu[K POUDRE SCHOOL DISTRICT �`Y•L "�• ` i t \ 1 >•_-..::assc�.ay.. 't � -^ '. ` — — — ""` — --., FUTURE SCHOOL SITE CLASS ! " way =-4 ` . \�( - �\ ♦ ++ \ • AUIP'E-D � ` ._r._ y, yt, Q` \ \ , ... _r. ,._.. - " . - __...___ ti i i i , ...w.►'.`c'-. y -""+�„_ #1'P194P PAD 1, \ .w \ ♦w�1\ \ `w 1" ..� Jat L1FlAAVA(>'i��•.i.�iIAE�T ` ` , .,„ •.. � i , \ ,� " `' + - _ • ` ., - , .. ^*�w:..,.. _ \ \ , + si , \ \ \ ♦ E ^ _ - ' _ - i - -r r `"'* \ 1 4 1 L I ;1 231 32 364 36'7 • I t,1 36 3L' 3 p t ' , 36fS , � 1 �\ I ' iNYAE DETAC + I I i STA. 145+30.70 END b£R77GIL i CVTTA J W I I dEGbV T IT o _ - cANTA4C Stwl MANSYMW SIMILE FROM CURB t GUTTER TO �. SNNLE AND /NSTALL , -W£R & GL/rrER _ ^ —' /4Sr15N1`5' CLASS C RA°RAP P4D -----------�- ___ _ Z131 T } — -- -- -- F - _9s-� —I M1+G0 — 1 14+� �_ .. 11NA. — — 143+00 - I — ^ - _ _ =,Y� __ � 44440 _ _ �'^�/�'',��/ �+ 7" =--tyre 1 ^ 14SM9 n fOp r147i00- `Rif _ _ - - - - - - - - - _ _-- = -+"_ _ _ _ _ _ - -_ - .. 1'L _ 1_l= - y '—--- / w - - -- - - r_' _ _�- -_ _ —.. _ _ ✓ # r`/' YE7%7C& COW & GUTTER 8 y�/+���* ��r� � �- - ]-` a � �4fA}0- - - S' N1C,If D4�TACMEO NAt Ar 1 - /1>Ci✓/-/ M9 / OAD �j . � - A. t4 . 1 ` END VERTICAL CUR&, GUTTER & S100W K, POUDRE SCHOOL DISTRICT WESLEY STALEY ;;y{ �� L R 110 - LILA SMITH ^" MOMMAGE SNNL£AND INSTALL 4415x1.5' FUTURE ,SCHOOL S/T PAUL STALEY P ` / ( i II \ l f I I li p luupin rhl 11 uulurrl fill nll �Ipl url fill rnll / r nduu Irll ♦ 1 / ' ' / / 1 1 fit If 1 ♦ I I ' ! , i i , i lu, . Ih 1 w nl 1 i ` ` CaNT1N1ClI:I'T SFMCC / I , 1 � :. ' I ! i i 1 • � . � - ' / ' ` 1 4 ° 1 • ` n u 1 1 1 i' 1 ' / ' ALL MNN+r01LE5 AA l4/{YE \ J t .I I I 1If ` 458 L.F.w FL y882.A01 ,..., :..L=.'.__ '-� __...__..' --,.. E ' *-.. JL, alp' - 1 '1 1 ,1f111i1t r , l,l /' 111111 !1 1 1 1 , �, 18 [18" RCP'CTX K?"R 1/ , 1' ROBERT �r LINDA PALMER Llnx£S ro f7AVSAtD ~ADf 1 I , * - q / illlllla al AiiI 11 ` I DONi %tW_AM FL 4881.7L ' ' 4Q L.F 15' #cp ctt►e4T a I111 h 11 u1 + 1 AS RElX/H9L''D. , f i rosrhw Rvwr of, wAr EXMSf CIM61ERt I I ' A \ . STA. 14!*!!O!% C4*,r-%MTENTML II V3 S /O,SOT w /3 ft3 £i4L:/ £Kl ` 1 I till 111 h it \ 1 \ \ WSTNIEW AN. 4ADRr! DALE $ROWN is?~ dlL£ AUlY4VWi (0t 1 1 I, 1 \ EAVM 119M/M/S/SEC AEQW\ Ji' �c�T Ri7JUA1[D \` 11 11 fit STA• fif9 .PF` ` 1 NKAE RLi4D SECTION ` ` '� " -► \ \ � � ; I ' A?MWSTI4TW NW. 4A/0.8! , 1 1 � , , , I 11 EM7 , \ I SLOPE - 0.5ax TERRI BROWN "`1`` ` AIG{Nr7 / LJ7 fiOAD 1 v h I ' '4,.,5 ir4.5 :r 1. s' CLASS L /h~ PAD .._ � ♦ , wir'w �._ ! i •, , 1 1 , 1 11.E 1114 U4 111, 1 `\ �♦ \\, •'-lFal"' -s-rl — l- i iF-1e IF1r-i 71-r. �-r'-1-Ti 7 All■ a - = '- = tMK. -,W Apo rsr 4eo- - 4 - 155+00 —�<.- I- ' 4' _ — - MB:i 18 - ___.._.._.-.__ -� _� - - -- '' _'.. _ .__ _�`... ,..._ ..- ,:..�,,; _�.;-.dr�'r;`� JI•.ial� t ` - _ STA. 149+ 10.. 41 P 1— — 3 1 I 4. s rf. s i ).5' LASS L RY°RAP R40 _ ' � " • t2 � EMO 7RANSYAC4Y_.__ _..a.� . ` /40 L.Ik; 15 1RL^P CLXYER l �- EX/STNMG-12' CAIW >Y% +EX/STJ4C'r4SRAKl� ► :TRtW S£CTAAV 1. w/ is a %ES 'EACH £ND , '7 + _ I/µy£XISrA SrAwraw UPS" t/NYV,4A!l5.74 , 1 IAASTAIEIti/ IN1/ 4l79.?5.9l5„i7 , I J 1 1 I it57 " 0STR6W W 40M..71�r f. 18 RCP CULVERTiJ 6E '-OPE i 1.18.T , 1 1 !A°STREAM PZ U8d1:i3 40 L.F. 15't.E*r i `` . A / , I I I ,TI DO ST E" /Z'- 4VL,_V TOM BROWN \ ^= ` � ` ^*• w/ 15' F£S EACH EAt9 i _..., 1 i r'11 .I Sill, 0.50X - ' _ uaSnPEAw hW. Al7.47i, j I ; I , I _ _ _ _ CLARA HAMMOND <"- NOf?ttAN STALEY 1 DOMNSTRFAI/ / 4Al711. _- _..._._._ LARIMER COOUNTYY ENGINEERING APPROVAL: /� Ilr._zz DATE: '2_ -ln- O'Z 50 0 50 100 state 1..50. feet rA ry tN6�1N N.M.D. CMECKM S.A.S. DESOPED MEWW 063_ CR36UL L GRAD V W 0 O ?O Iiiilm Cc coCr. D cc 3 W O 1 Z= .J J :5 3 aY W 0 z V City of Ft. Collins, Colorado TST, MIC. UTILITY PLAN APPROVAL Consulting Engineers 7+I8 N'ttslps llkry, dldq. D e Fort Cs1h11s, CoWoft APPROVED: D P 0557 970-226-557 � �� .toe No.CHE0(ED 8Y: 788-063 « Ut 1t)r p(ED 8Y: SCALE hb/iz. IN = 50 lta 7 0 8Y: BATE MAY 2000 a DotsON Rev. 5Jd/Of ED BY: WET ED BY. Date 8 3 ILit 97 *e9 27 4s 224 .B9j >B9 231 4899 N - P� I 223 225 226 e J I9 228 23O .14 FZ 95. ,j I e Pw - !sere 4898 f...� - (�\�JC\`QQ-QQ G`Q � —_ _ 1 -�� �1' ;`. e j 1 �/e•P4r-/RMGIn��zn=xcmi�rFnu,mur,r,rri / _ . �J(' v V sr-15 IS':K'P _-+— _+00 133+ -----_ -------------- ----- _ 130+00 - -8�aa 3 _ _ - - a I _ _ P �� \Q - ----.— -- +- -- ----- —� ��..� -.= 4897}_---~ 35+aD^ 13e+ 3 3 4897 �hA J� - _ -------------- _. __ _ -- ----- --- f _ _ -_ _ •- ------ - -.. m -,-- AQ �tQ c� - EXISTING EDGE \� • .``` - 5 Q �0�', ` - - } l,•'' } OF ASPHALT KECHTER ROAD EX/STING EDGE- Of- ASPHALT 15' RCP V-----------,.q �Y....... ,. -_ CLASS 9 BURIED '------------- RIPRAP PAD -----= :�. 30' DRA/NAGS EAS£,4tEN_T ` 11 I CONTRACTOR TO ROADSIDE DITCH.- 4: 1 SIDE SLOPES 8" DEEP r KECHTER ROAD, , : , ' 1 I o ' 'I `I ll — - i 1 .'1 1 ; - - --. _--------- ---- a -- --,-- ----- -- : _ —� 149+00 ST- 6• RCP ISO+nO 53+00 ----------- -- - N\ _ - CONTRACTORI TO GRADE EX15T/NG FdG�4 ROADSIDE DITCH, t OF ASPHALT 4: 1 SIDE SL' OPES 8" DEEP, , TIE TO I " ` EXISTING EDGE '-- I I 1 I I' '' � OF ASPHALT - - EXISTING ROADSIDE DITCH- ` END PHASE ONE: ULTIMATE GRADING TRANSITION TO EXISTING ' 1 ` ROTOM/LL So OF EXISTING , i I PAVING - OVERLAY AND ` Z �C) I 1 I TRANSITION PROPOSED PA✓/NG WITH EX/STING PANNC ` STA. 146* 40 1 \ END PHA& &VE i PAVING` ADD J � THICK ASPHAL T � CONSTRUC"ON t M EDGE OF ROAD TO EXISTING EDGE bF PANNC PRONDE ROAD IMPROVEMENT =I , t 14000 -�_+-----�_-------I 145+OD- i 1474----=149+OD—�, 8+BO --------------- " KECH D 1 "= 50' 50 100 feet & o DRAWN N. M, D. CHECKED SA,.S DESIGNED S.A.S. FILENAME 063 CR36UL T GRAD Z ''_0 V! W 0 W O ¢ aC 20 M/ LL � c . CC 1 W O ~ J QU � j Uj Z_ a �cc V City of Ft. Collins, Colorado TST, M UTILITY PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorodo APPROVED: 8 p) 970-226-0557 CHECKED BY: y ! ea` Dete JOB No. 788-063 to SCALE Horiz. I' = 50' CHECKED BY: r'Date � Stormweter Uql t� Deb CHECKED BY: DATE MAY 2000 pwtv R Reamtlon ate Rev, 518101 CHECKED BY: Trame lnitn••r ate SHEET11 v CHECKED BY: jp Date _ C-1 25 ac Y - CM3 � RE10L/NGER � I Q! � .r M1r•Ir i�� At— $3Nw h — Ilk y� 3 1 sr K I y t J R � tom' Ai4Ab1Mt{aMM ~ 1J$' iV7 M44W LAIC M t�+' t[r7 MtMY tw�r C1Tr OF fVRr 00U NB RJO LIP r AMM LAIC FUTURE SCHOX SITE' — i 1 PUUm£ SCHo4+t. GYSTR/CT FUTURE SChV01 SITE Im, L[rr TUW LAW �1 40 +fw SCUD WW?F LAC �2 4* MlAf S" 000E )FELON'OW �J ?" Aw Sav W#yLT SALT OUTr RMN LAME M41 OVS PER LLi/ASS ONO 14-4 O5 MC)QF LAW WAMNGS MR LCVASS OW 14-9 �i .tQ' IMW LAW IWS - JVO' frrr Aw %W LAW NOW LARIMER COUNTY ENGINEERING APPROVAL:Cs—ry.• DATE: Z"ii"OZZ N 8� 'ROWM N.M.D. CHECKED S.A.S. KSOGWO SA.S flLEWME 06J— CR36UL T STR/PE 40 0 40 80 acaAa 1"= 40' faat Z 0 W W a W 4 1- J O 1Q Zcr c ca .�� cr. 3: a- w fl !— J Z= — tJ - 0. LU 1-- 0 Z /Q V _z [[zRR `ice 0) City of Ft. Collins, Color**doTST, M UTILITY PUN APPROVALlting Engineers froiwa Way. ®6dg. 0 ay, 0 c nq Cobrade APPROVED: _ 70-226-0557 CHECKED BY: 788-06J K� ! Utwt'C#CKED BY: br%z. 1 _ �°' CC£D BY MAY 2000 TY�tM� Re% 518101 ED BY: CAE D 8Y:OF 93 3S LC1 N STA 176+56 ro STA 13I+17 vwnw LOGE STA: 176f 59. t / Q or A'""c BEC/N STR/P/NC -. -AID OF PAwfw I•sQCA'J I�A7/E L L I' SOLO NM/E LAC STA 1JI+97.78 TO STA 1J7+70.W � STA 7Jl+9d ro STA Jl7s71 ----- N -------------------"_-------i---- -- — — — — — 126+00 1 L� _ --- -------------------_ — _—--_-------------------------------5------- N \W r SOLO N1NTF tAC STA r76+� ro SrA "'+" �E`� LAB ` Sf,.DE KECHTER ROAD �' U f SYL tl O #7 S JIM 11✓ I' AAD SIA ' SfC11 JO' GWJ �. - - - - - - - Ix+6t ro SiA /J7+17 fi/77JRE SCHOOL SITE 1 41' SOLID NN/TF ME SrA IJB+AJ ro STA /Ii+lB EXb111117 EDGE OF IN KW --, z-- - --- ------ - --------------------�--------- -- -------------------- -------- ""rep.— 138+00 ---------------- - - —r------------------ ----- — — -- —-------- ————————— — — — — —— C1 v♦ STA. 1JI+57.O0 ENAAN ED CROSSMAr ` I' SOCK DOME IELLOW L#W, I' SPACE STA 1J1+98 A! T TO SrA SIA 151+77 4' 50149 O(JrS4W OVAIEN I' INS/DE-(10' SEGMENT JO' LAP) STA I,%+W TO SrA /N+JB FUTURE SCHOOL S/TE LX/SrAC ELY.E OF PANNC � I' SOLID M N7r LAC STA 145+J6 TO 57A /57+77 PC --Li ------__-h-------------_- — — — — — — — — N - _�_____ 1534 ZWDOME U LAW 145+36 TO SrA 17+77 fLON C I' SPICE 4'SOIw;E%(I0' KECHTER ROAD � J' 1w) STA /I5+.J6 TO STA 157+77 - -- --- KECHTER ROAD II !• S" NN/IF LAC J—SrA ISJ+7J TO SrA I,'N+" TAT—' 00 r I• SOLI? MODE LAC STA /53+7J 10 STA IN+99 DOME YELLOW LAC, I' SPACE II IwGwrw f' mwwo'SEGMENT, J0' CAP) STA 15J+75 TO STA /5I+99 I -v Nr v -END PHASE ONE: " V ULTIMATE STRIPING TRANSITION TO EXISTING ;t i MATE LAC 15 TO SrA 00+15 �i"+��G��on � — I• S&V NTN/E LAC STA 1Jl+M W STA I50+15 =aw 147+00 M1 ------ AIMED AVOW w/ I' Dm er YnLow LAC$ I' .SFMCE SOt 148+15 TO STA IN4 I5 CNOSS sn wm /S I' SOLID YELLON: 10' AV LYN/ER SLAVED AT A I5' ANaf a 15 EXISTAG EDGE OF PAVgVG 7)PE AT 91RRA:AO£ 158+00 STRIPES 10' ON CENTER SLANTED AT A 45 DEME AN51f r-rmE rot Ilwmec DE TRANS71ON STR/PES FOR 150' FROM STA IN99 TO 156+49 0 o° m � i DRAWN Z N. M. D. CHECKED .SA. S. DESIGNED S. 170673L-7CtRj6UtLSTR1pf- z CO In W F— J 5Q L D Q � Q Z0 Q cc J cc C- W (D F' Z= -U a_ W 'Fr Y V) Z Q Z z 0 v/ 50 0 50 100 scale 1"=50' feet City of Ft. Collins, Colorado TST, INC. UTILITY PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado APPROVED: i 10 Q 970-226-0557 City DNa JOB NO. CHECKED BY' 788-06.3 Water ! Wastewater UtUlty Data CHECKED BY- A/ �4 9.3_�/ SCALE Hor4. I" = 50' Stormwatar Utility Date CHECKED BY: DATE MAY 2000 Parks k P00MUD" Data Rev. 518101 CHECKED BY: SHEET tti'ame ICtgtnaer Data CHECKED BY: au S)JO-Q& �_� 259 U.N N p..j V 128*50 { 1 ! 1 . ...__._._._. i 29 4M4 - --milla I . ___. _._. _1 4M ------------- _. ... ...... . �i,..__.__._ _._...... ;. _ _-__.._..---- ..--__-___,._-.,__._F } -1M -M -M -N -Ao 0 A► 4v M M too 128+00 r amj 4m l.,_, r--- 40M E 4mo ' i_._. -IN 132+00 i_ 1 i � 1 Mllt : r ? — � * - ► 1 - - qMi i i I 1 i I - I i i ; ,w4r f i -lm -M -N -10 -AO O M IO /M! 0o /0v 131+50 OW I AM i r L-.--- ,_. ._.--- --- I _ - ---- i -I00 -00 -M -AO JM1 0 AI AO M so1A0 T� 1 . I _._____. _.,,_.a__. ._ __._ i _,___,_ A _._._,_ # I. _ ._.__. 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ASLOPE 4:1 EOP TYPICAL 4M 4" � �. °) -- DETAIL Abu: SLOPE 4: 1 ____ 2x 4AM / T _ Yam___________________________ -------------------- T - - - - - — A•/ __ ` FUTURE /MPROVEMENTS L _ _ � F/N/SHED GRADE (UL RAMIF CONOMON) 4�92 — 1 6 _ VERRGIL CURB d OU77ER 2x 1X �— ��. 2' GRAVEL SHOULDER,. `. ;!----A/AX SLOPE 4:1 ) SEE PLAN AND PROF/LE SHEETS FOR D£7ENTA7N POND 4890 _ - - - - - ' - - - - - - 400 FLOWL/NE AND/OR EDGE OF PAV71VG 4894 6' MVE EXISRNG GRADE ELEVATIONS - UP OF GUTTER DETACHED ELEVATION /S t0. 17 FEET ABOVE 6' #70E 48ld SAOEMALK FLOWL/NE ELEVATION 4892 SDEWALK 48?6 " - 4886 4890 - - _ _ _ 48d4 48M4 48W8 -100 -6O -60 "1 ^ w ` w 4882 gyp( �F 4882 -100 -80 -60 -40 -20 0 20 40 60 80 /DO 4M6 4894 4892 4878 -100 -60 -60 -40 127*00 1 O h^ w 1 -20 0 126*59, 41 0 4894 4892 4690 48?8 4886 4884 1 I 1 I 4882 McCLELLAND CAMMAFL ^ TO BE RML/GNED BY J 4880 OTHERS 4878 40 60 80 100 4896 4896 ,----T--- 2X ?X 4894 ------'---- --------r. ,. � --T sct� ---- �-- - --------------- r 489?. A,r `'+ 4891 4490 - --,.---...-.,--------"------ 4MB ' \ mm 4866 \ �- - - - - - 4886 ` _ 48M \ 48M 4M2 ..- .- \ r. ft-CM44AD CH4VM_L 4M2 4AW \ TO BE REAL/CNED BY l OTHERS 48?0 -100 -80 -60 -40 -20 0 20 40 60 80 100 4900 4898-------------'-�' 48M \ - 4894 4892 4890 -100 -60 -M -40 WRT/CAL CURB d CUTTER ML-i - - - - - - \ _ �- 4896 s l4 -_ 48M 4892 4890 4888 -100 -AO -60 -40 490D 48M 4896 48N 4891 -100 _M -60 -40 3a%] m 132+00 O w id 0 130*50 - 4M - - - - - - 4894 4892 20 40 60 80 100 4900 48M ---------- 4896. - - 4894 4892 20 40 60 80 100 4900 4MB �;r-- ---3-\ 4896 - - _ - 4894 4892 4B90 48?8 20 40 60 80 100 COP 1' GR4v£L SHOULDER TYPICAL AUX SLOPE 411 DETAIL 4M (�P) ;r----------- ---- EX/ST/NO CR4DE 48Y6 4894 t71V15HE0 GRADE L FUTURE 1MPR0vEMEN7S 48AF (ULT/M4TE COND/T/ON) 4890 20 40 60 80 too O ^ b 0 129*50 V 0 129*00 4900 4898 4896 s \ - 4894 4892 48YO 20 40 60 80 100 4900 4898 4896 s r- -J _, s - 4894 489O 20 40 60 80 100 8 x--- ---- - ------ ;- -= \ \ 4892 pit Yt 48?8 i 0 20 40 60 80 too i} DRAWN N.M.D. CHECKED S.A.S. DESMED S.,I.S. MENAAW 063_CRJ&NT—XS£CT L�? CY �1 T W 1— S� co O Ii Wto Z cC r Z 1— O� 1— wa CO cj)CO 0w V W Y City of FL Collins, Colorado T8T, MCC. �i Pax RDO� Consulting Engineers 748 Whalers Way. ". D • Fort Collins, Colorado APPROVED 970-226-0557 JOB NO. CHECKED BY; _ 788-063 QIF.aCEO BY &-3. p/ SCALE /�HI/l i• 7r1• CHECKED BY: _� DATE AVG 201AD AW. 1 CHECKED BY: �.� SHEET • CHECKED BY ..... m r XN N 135+50 IJ9+50 T­ 'T -n AW ------ 4w VM ------ 4*m ------------ ------ ------ - 4 ---------- 4m 4m 4m 4 - 4m r 29 ------- 4m low _J_ 4AW --------- - --- — low 7 -7 4MO 4Mr, -.4 4AW ----------- - ------ ----- - --- ----------- 4~ 4m 4AV -W -4v _jw 0 jr r0 AO 00 Mv -40 _jO 0 11D r0 AO w too 139+00 I35+00 ------- AW ----------------------- - - A w AM------------- ------ --- -- ---- 40M 4" ------ A_- 4 4M L .... ..... .. 4M Air 20 - --- ------ 4AW ------ 4AW �4 . ....... ------ . ..... .. ---------- --- --- 4W- --- --- --- - 4"L 4" MV -40 -AV 0 ir r0 AV W w -40 -AV 0 AV 4v t ... ..... . .. IJ8+,50 IJ4+50 _ --------- i. 4W 7 w 4M #jm .... ... 4WO -------------- . ......... -lilt #AW T­ ..... . 4AV MW ----------- A ------ ----_-_--- 4AM On -IM -W -40 -AV 0 jo 40 w AVI 10V it IJ8+00 --------- 4WWN --- -------- OYMOSM)* L4W-- -,-,A i i -mv —40 —a __w _jO 0 AV 40 so ev liv ----- --- 41L� IIJ4+00 --------- ------- --- - ...... - ----- -- Aw­­ 4m Pi 4 4rear 'low ----------- ------ AM Am te __J .. . ...... ... ------ MAIL' 1,J7+50 A d AM T­ g,­ R A&W RO* 4.4 #m4 Sff PLAN AAV PROF&F SHFUS FOR ROKAC AWIOR EDGE OF FAMC -AFLEMMNS - LhP OF GU)rfR +07FrAiCLEVMN IS F ----- --------- ROKAC REAMON f -&---------- av M m to IN AtliCtAlD - 4W Alw- 1,3J*.50 -100 _4w --m -40 -AO 0 JV 00 Av AW ------------ IJ7+00 -------- -- ------------------- ----------- ----- ------ -- 4" ir ON A + 40"*04 - -- --- ----- ow KIN It -100 -W _4w --m -AV 0 &V 0 of AV Im _W -W _jw IF V 40 AV so AW ljj+OO I36+50 4WL__ - MV _*0 -0 _V -AO 0 1.32+50 N r 4" ------------- --- �i + 4AW ------- 4W ------_----- ------- 110 v so W I&V _/w --a -M -40 0 JV 40 w so liv IJ6+00 4" ---- --- ------ --------- --- - --- - 4" 4AM---- ---- ---------- 4M 4_ --- ---------- --- AM --- -- - 4AM 4M 4000�----- ------ -- 4MO ----- --- --- -- + ------- ------- ------ 4- + J4" -- ---- - Al --- --- --- -- Jn %V AO so top too _w _lw _4v -AV 0 Jn V w W Im co co O Oz 8 s uj CO (/) CO Of Ii 0 cr. W Y TST M PF ConstAti;4 Engi 743 Owim Wey. I ♦ Fvt COMM Color 070-236-M; 4 u:a�v=A 3KAlcm if* -�4 0 —1 259 111 N ff-L, i 2x 4894 4891 _too -80 -60 -40 -20 4902 49D0 4aw 2x 4e94 - 48971 _too -80 -60 -40 -20 4902 4" MAX. SLOPE 4:11\\ FL (T YP) 4M 4896------------ 4e94 6• MYDE / M7ACHED 5/DEWALA' VERTICAL CURB & 4M2 , CUTTER -l00 -80 -60 -40 -20 4" 4" 4e9C - 2x 4M--^----------------- 40w -100 -80 -60 -40 -20 135+50 f 0 135+00 49M 48M - 4896 �`----_------ 4894 4892 40 60 80 /00 48M 4e96 48N 4892 4890/07 -80 -60 -40 -20 139+50 0 139+00 4898 48M 4892 4890 20 40 80 80 too 4m 4898 49M 4e96 4896 48M 2X 1Y 4894 -------------- ---� ---- �--------- 94 r \` Odle 4e92 t h 4B91 - - - - --- 4890 to4692 � -100 -80 -80 -40 -20 0 20 40 60 80 too 0 20 40 60 80 IGO 138+50 4M 4896 134+50 4902 4896 48M - - - -- - - 4894 4900 48g4----------- 4898 4892 ' 4892 , r --- '-"--- -100 -e0 -60 -40 -20 D 20 40 60 eo 100 4896 ----- — — — — — — — — — - 4894 138+00 p g 4898 4898 4892 4d96 48960 20 40 60 80 too Zx 2� a / \ _-- ----------- ,1 134+00 fe94 �� — — — — — — — — — — — — _ 4894 4902 4892 $ 4892 72' FOP 2' GRAVEL SHOULDER TYPICAL 49W -100 -80 -60-40 -20 0 20 40 60 e0 100 501 MAX. SLOPE 4.1 DETAIL 4e9e 137+50 2xy EXIS77W GRADE 7?' 4896 489e FY EOP 2' GRAVEL SHOULDER TYPICAL 4898 ------------- MAX SLOPE 4:1 DETAIL FUnJRE /MPROV£MEN7S -- 4894 SEE PLAN AND PROF/LE SHE FOR 4e96 4896 o FLOWL/NE AND/OR EDGE OF PAVING _ — — — — — — — — — — 2x 2x �r/ _ \_ / EX/SnNG GRADE FINISHED GRADE (ULT/M4TE CONDITION) ,T �/ ELEVATIONS - LIP OF GUTTER _ _ _ _ _ _ _ _ _ _ ---- "- - - - - - - 4894 4892 ELEVATION lS f0. 17 FEET ABOVE 4d94 FLOWLINE ELEVATION 6 WOE ~ FUTURE IMPROVEMENTS 0 20 40 80 80 too DETACHED GZTERL CURB d (ULnMAT£ CONDITION) 4e91 4892 SIDEWALK CUTTER FIN/SHED GRADE 1 33+50 -100 -eo -60 -40 -20 0 20 40 60 eo 100 4902 137+00 4900 4898 4898 2X-r------ 48-06 Zx ?fi -� L \ - 4896 -i 4896 ---._ 4894 48Y4 - - - - g - - - - - - - - 4894 w 4892 4892 0 20 40 60 4892 BO 1490 -JAO -80 -60 -40 -20 0 20 40 60 BO /00 133+00 136+50 49W 49M 49D0 4900 4898 4896 4898 4898 2x 2$ 4e96 2x X `_� ` l 4896 - - / 4896 -- - --------, - 4e96-----------, - - - - - _� ----------- \ 469i -- 4894 4894 o, a __ _ ----------- 4894 4892 4892 ?100 -80 -60 -40 -20 O 20 40 60 489? 80 too -100 -80 -60 -40 -20 0 20 40 60 e0 100 132+50 136+00 49W 4" 49W 4900 4898 4898 489e �� Zx ?X - - - - - - - - r \ 2x 2X �\ 4896 ; r- ` = �_• \J 4896 - - - 48gd77 _" -------- —Ire '__ 4896 '------------- --- ------ \ �------_ _---^ - - 4894 - 4e94 _ - b 4894- _ - 4894 4802 4892 48*2 -100 -80 -60 -40 -20 0 20 40 60 4e92 80 107 -100 -8D -AO -40 -20 0 20 40 60 80 100 11 E J MA" N.M.D. CHECKED $.A.S. DESIGNED S.A.S. FILENMAE 06J_CRJ6/N7_XS£CT v/ T V/ O Y co 0 08 N w�A W W T CO O J CO CO J 01 m City of FL Collins, ColoradoLDkTEAUG TST, IPIC. UTIId'l'Y PLAN PROYAL lting Engineers Dlers way, Bldg. D • Collins, Cobrodo AppROVM I 070-226-0557 CHECKED Bt �_788-06J CHECKED or. ak. I " - ' ML ! • 3' CHECKED Or. �i 2000 lw: 3 I CHECKED �'� CHECKED Or U—1 G .J 0 X CONIC. WATERLINE CAP\ SEE DETAIL ON SHEET 20 1 ` ` `\ ♦� 4900 -\� ♦ ♦ ♦ ♦ ♦ ♦ ♦ �\ ♦\ 1111 i `♦ \ ` ♦ `` `♦ `♦ ` `♦ `♦ `♦ ` `\ 1 `\\111 ♦ 87 ♦ ` ' `. • ♦ APPRX. 3 SO -FT SIDE ♦ ♦ \ `. % ♦ ♦ ♦ ♦ ♦ SILT FENCE`\ . . .\ ♦ McCLELLAND'S NFL IM NT % 1 ` ♦ ��--- - `� `♦ `� SHEETS FOSSIL kCOND FILING -- J.— —_•.\ ` �----\ "- �?aw�•. ----'._ ---_—_ -----_ --- _—_ �--- - 99/ _ ice_ _ `. 1 ' � `` 2 p ♦ � ♦♦ I �` 1 1 ♦ ---�---- ----- — — — — 1 `. I I-- ;` ,♦^ i I ``� ``�` ` OSSIL LAKE SEC D FILING ``� — — — I ` — — — — ~— — — — — — — ` 1 ♦ J �t----� ALE 7 TO BE hj WITH `% 1 1 ` E L ♦` 1 IPRAP \ ``♦ 1 I`♦ ' ``` ``` K ROAD IM ROVEMENTS ♦ I � 1 1 LEGEND: GRAPW SCALE: 40 0 40 80 120 Feet ( IN FEET ) 1 inch - 40 ft. NORTH CAL UmLgy NOTIFICATION CENTER OF COLORADO ID-800-922—IM7 WS01FANWIM DE,wcmo CALL 2 W1301E3S DAYS M ADNry1tE BEFORE YOU DID. GRADE. OR EWAA7E FOR THE MMKIM OF U DEACROLMID MERRER 1111111ES. WATER QUALTIY � L RIPRAP SEE McCLELLAND'S CHANNEL IMPROVEMENT ' SHEETS FROM FOSSIL LAKE SECOND FILING PLANS \ INLET 1 10' TYPE 'R' --a SEE BOX CULVERT SHEETS FROM FOSSIL LAKE rE S;COND FILING `. WATER QUALITY OUTLET �` T 4 TO E BUILT ``� STRUCTUR N0. 1 EHTER FS ` SEE DETAIL S EET 23 `. EJIENTS \`\ ``♦ HEET 18) ` RFLOW WEIR SW D AIL SHEET 23 I� I 1 I i I APPRx. 59 SQ- `♦� S E` cCLELLAND'S C N IA �HE I M`.FOSSIL LAKE SECO D F .\ AL BLOCKS: LARn= COUNTY ENGINEERING APPROVAL '. IWAO &amw /fit OWAM Ea»fLee DATE Fort Collins — Lowland Wafer District South Fort Collins Sanitation District I kMW D. GTaaw MwmOw �NrwaYM�lw eee YIN ./iewewrltl40"iDvyr ww nwMwU.r r Ilwe DY6fcC wM 1M Mt C.S. SsMlitlenM FOAL — Iw.lwk Warr ON Offlo MUMMem ``� `♦ 5 TYPE "R'\ `� \ `♦ SEE BOX CULVERT HEETS FROM b2p, LAKE IN C PLANS L RIP ``.- IN tp SIDE N, IN JG \ \ `. City of Fort Collins, Colorado UTILITY PLAN APPROVAL • City iCnaineer Date Water i Wastewater tility Date Storarwa.r t r >. �.t. CH1111=1 W. Parke Recreation Date CHBCM W. lc ear Date CH19CM Dr. t Date 40131 — SIL7 WIN � Tlwaa awry w 6aY•allebe� w Naw �M 9.wls�wa. ane an nit r r �.aa rr 041 a aana61a1m aMa4_ r�..a aM Gear/ by G� Faraliwul w. F tlw of MwIMn IstlaaR ago. Project -059 Date: 12/18/01 Scole: 1.-40, Desi9nW BIr .im Reviewed By: GAS Q I.i ~ O Er cWc Z O O a U Z o O_ o C0 ii O W W H 06 t� Y Z Q er V rSh"t 3.1 23 its C —1 , I I , I, . , , qx, , , " ..NV CY% Ln N I 14J+50 Aw 4m F---- -- -------------- -------- ---- --- --- -------- MM 7-- 4AW 3 ------- _J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - --------- ------ - ---- - - ----- -for -W -a ­0 AV 40 w AD IN 14J*00 - ---- ------------ .......... --------- ... .... . am!-- 145+50 77-71 -T - ------- ---- 4W4 ow JJ low 4AW -IN -40 -AV 0 40 w w Igo -- ---- _r'n LAV M" 142+50 am A w sour T. ......... ....... � 1. --------- --- ------ 4AW -- --------------------- ------- wo _Av -W -40 _Jv 0 rD 40 Jv so too ------------------- ------------------ 4&W --- --- ---- Awl 146*00 -- --- ------- - ---- - -- ---------- Aw AW '0m ------------ 4, - - ------ - ------------ 01 ----------- 1 4w --------------- -- ...... ... ..... .. __4 ------•-------- ---------------- ------------------- pop -dw -AV 0 AV 4v m Av fm AM 142*00 4" F� ------ 4^V .. ....... 4M arfexnrav------- otm N ­�- - - ' ­' I--- _ , J_ _ _ I _ . !,Om ----- ------- ------- ------------- --- ---------- ---------- AM ---------- 4W aW.;� - .wr 40 AD00 I&V AM ------ -- ----- 4W _Ijw -ap -0 -4# -AV 0 Jv 40 0 on kv 145+50 141+50 4M4�­ ------- 4"f TYPICIA& ----- - - AIL AW Sair 4.11 DETAIL i- - ----. ............ _.:�..D�._._-.__,ant S4F P&W AW PROIgUr MR 4m QIWt *000 � F1OOf WOREGE F PMElfwMaNS - UP OF GU77TA 4W *7iV 0,17FfEr O$off AMLAMMDow A mw - I ALOKAW IzEmnow 4 mm I�W;k ---------- a� -1 , 4m m. --------­---- #M ---------------- ------- i ........ . . .... .. T -40 _.W 0 jo V of so IM 44OW �__..__. - ._..- _-' -, -, -- - 1 + _ ;. ... . ........ 141+00 Am sit -a _jv 0 jo v W W 14V __A ....... ! F- 14,5*00 ----------- ------------------- 29- _7_7� i .Deer � . ; . .. _ ..?. r {_ ...... -- --- --- - - --- ----- 4AW AW ------------------ --------- -- ------ ------- .0m -0 -AV 0 Jv 40 dv 40 for 140+50 IN —0 _Jv 0 0 jv 100 4AW f T. 144+50 - --------- ------- T­ --- ----------- ------- ----------- ------ --------- 4" ------- ........ 4w Ir ---------­-­--­ -----------­- - - ------ ---------- ----------------- - - -------- -- 0 AV -4M 0 40 40 so • 140*00 144*00 4ow ­ AM A w T tI7 ---------- -- ---- ------- - 14AV ------------------ 4AW ....... 404 4w 4" 777-- aev------------------ - ------- - ------- ------- - I ------------------ ..... .. _4 - ------------- .... . .. ...... . Am -a -AV 0 AV 00 so w -AM -M _Jv -a-M 0 jo 40 W Av POO A Clity or Ft. Collins, Colorado m 'd constdtifn UTUM PLAN APPROVAL 746 WAwAv I � Fcf�t 'CoWtOW E 259 010 U'1% e-� C.3 143+50 4896 4896 48M 44 Tx //------------ 48V 4M O O 4890 404 60 4894 N N ROMW L !j " OF EXISTING 4891 — — — PAVING - OVERLAY AND 48M TRANSITION PROPOSED PANNG — ' 2 488-100 -80 -80 -40 -20 0 20 40 60 80 100 w/ EWST/NG PAVING — — — — 4890--------------------- ._ .�.�_.�_ 4890 143+00 ADD J' MCK ASPHU7 PANNG ' 48M TO EDGE OF Ra4O TO PROVIDE 4888 ROW IMPROVEMENT TRANSITIONS O 4896 4896 4Jg4 - _ v 4894 -f00 -60 -60 -40 -20 0 20 40 60 80 too ?x ----- 4892 4891 - r - T_ --! - - - - - 146*50 h 4890 4890 60' IfB9f f69't OF EX577 4W 4W AAKIVC L OWLARY AVD G -100 -80 -60 -40 -20 0 20 40 60 80 100 4891 7R4NSI7I0N PROPOSED PANNG / � �- - - - - - - - - - - - - - - - - - - 402 W/ EXISTING PAVING / 142+,50 4M-----— — — — — — — — — _ f690 ADD J" THICK ASPHALT PAVING h — 4WTO EDGE OF ROAD TO PROVIDE 4m ," RW IMPROVEMENT TRANSITIONS 4888 -100 -80 -60 -40 -20 0 TO 40 60 80 100 4OW 489f ?fi---------- Tx ---- 146+00 4M92- ------------------- -- ------ �\!(--- 4892 4890 4890 4894 4894 -1010 -M -60 -40 -20 0 20 40 60 60 too 4M2 -- - - - - - - - - - _- - 4892 __ 142+00----------- - - --2x----c-- ------ 4890 4890 — — —� 4896 f896 4888 4mOETEN1h7N POND A` 4894 r — — — — — 48W 4886 4M/ — — — — O ___- - 2x -- / r -------- 4664 4891 - - - - - - _J ;1 4892 4884 b �� -100 -80-60 -40 -TO 0 TO 40 60 80 100 4890 -100 -eo -80 -40 -20 0 20 40 60 80 100 145+50 72' 141 +50 4894 FL EOP 2' GRAVEL SHOULDER TYPICAL 4e94 ' MAX SLOPE f: 1 — DETAIL 4692 4896 MAX. SLOPE 4:1 FL EOP TYPICAL 4896 4892 (rYP) T� - -;-------------- (TyP) JB' 1' GRAVEL SHOULDER - _ _ _ - - - - -. - - - -�----- _ _ _ DETAIL SEE PLAN AND PROF/LE SHEETS FOR _ 4894 / — — — 4894 FLOWLINE AND/OR EDGE OF PAl4NG —�` EXISTING GRADE --------------- 2x _ �r-------_ _ ------ ELEVATIONS - LIP OF GUTTER 48t92 \ - EX/S1INC GRADE 4892 ELEVATION /S *0. 17 FEET ABODE 4888 NT/ON POND 6' wiD£ J 6' WDE O �j FLOWLINE ELEVATION k' DETACHED FIN/SHED GRADE DETACHED ti ti FUTURE IMPROVEMENTS SIDEWALK YERT/CAL CURB d FUTURE IMPROVEMENTS6 4M SIDEWALK VERTICAL CURB d FINISHEO GRADE (UL T/MATE CONDITION) 4890 4666 GU17ER (ULTIMATE CONDITION) GUTTER iF g{ -100 -80 -80 -40 -20 0 20 40 60 so too 4884 o g 4884 1 141 +00 4W 4B82 -100 -80 -60 -40 -20 0 20 40 60 BO 100 4B96 4896 145+00 ----------- - Tx ------ -��`;r ------ 4894 4894 4892 4892 /------_--- "i ti 4892 ! :'---------- 4892 4890 g 4890 4m O - -� 1 48W -l00 -80 -60 -40 -20 Y 0 10 40 60 80 100 140+50 488-100 -80 -6D -40 -20 0 20 40 60 80 too 489B 4898 144+50 4896 4896 4B94 4894 4894-----�---- --- 1x ?X — — — — — — 4894 /----- •-------------- -- -- -- y-------- 4897 - 489T ----- b O - 4891 4891 - - 1x- �—� / T-----i--'-i' 4890 - - - - - - - - - - - - - - - - - - n' 4890 - - - - _ _�,1 x 4890 4m -too -80 -60 -40 -20 0 20 40 60 80 100 4" 4888 -100 -80 -60 -40 -20 0 20 40 60 80 f00 140+00 144+00 4" 48918 4M 4894 4B94 ----------- ----- 7 4891 b 4892 4m N 48t90too -eD -60 -40 -20 0 20 40 60 80 too 4 too -80 -60-40 -20 0 20 40 60 60 10 0 OftAMTI N.M.D. CNECKM SA. S. XWNED SA.S. MENAW 06.3_CRMNT_XSL�CT T VI 1''"AA� 0 Y CO) F- 0 08 crj` W co 0 CO�- J COCO J 01 0 m cc V W City of FL Collins. ColoradoL748ftolm , INC. UTIIlTY PLAN APPROVAL Engineers Way, Bldg. D s, Colorado 26-0557 CHECKED BY -06J aWa®jV;d/scxe Nor& 1' _ 20' ara rwt 1' _ 1' CHECKED BY ...... DATE AVG 2000 CHECKED BY: TAM* mmo�— SHEET CHECKED BY: _I� 6-1 ic� I 152*00 ---------- ---------- -------------- — ----- - ----------- -------------- ........ 151 *00 A w . .... ... .. ------- -40 0 jo %V er AV mv 150*J,T 'A W_1_. ------------ - - -------- .... . ... ... .... . - 14SM ---------- AM --- -------- 4AW!, - -1tv -if 0 AV 00 150*00 AW AV .......... ..... MW 40W NVIE, so Dow 4AM MW -jo it 40 sp jv Mo 149*00 AW ..... . 141 AM dw ....... ......... f .. .... 4w _.w 0 AV Av at too 148*76 OMOr 4W 4W A 04 ...... - -------- -- -- 14V _,w -0 0 1r 40 40 1w No 148*00 ------------- IN -M ---------- 147+00 ­0 -0 -10 0 4W AM JV tv do fw P-M 4kw AW 4W!"' ---------- -­ ------ --- ------ ........... ------ #ON[ - -- --- --- 4074 4m -100 -M -M -40 -so 0 jo 40 so AV l00 1,57+00 ow AM--- --- - 4m 4_ _ i4m _W -ff _M 0 &V M w w lop 156+00 ------- fw 4ww ---- -------- 4M Imo' i . ...... ... .. . .... i. IN -W ­40 _AF 0 JV 4v sp so lop 155+24 4W---------- T 'Aw AV f 150ACP c"J"r --- ---- --- 4WD .....ti --------- -- . ......... ... 4 -a "01 -jo 0 it 40 op 155+00 AM AW 4f$ np fAS9 AM AW MV 4w 4*)W 100 MAIL-1 17-77 4AV ---------- #ON -to -4p -M _W _JV 0 jo 40 a Av too 154+00 'M w W_______ ------------ #Am 4Wr I ----------- 40W[ 4" -tag -40 -40 -40 -jo 0 Ap M do AV No 153+ 16.01 CL INTERSECTION (KECHrER & SMAUSS C4&/Ao ------ ---- -------- ---- - cuww 2 .. ..... .. . . 4W -a -20 0 10 M do w lop 15j+oo 4WM - --- --- - --- IMP! - ------ 1 camw cm QW - --- --- 4" -lop -10 -10 •-Jv 0 AV M at AV lw WJC�M[ o ow TOT, Wc Consuiting Engineem 748X=*%=, 0 F 970-226-0557 788-061 monommomom AWk I jr DATE FES 2 W2 R*V. LARIMER COUNTY ENGINEERING 1"a"T APPROM- 'OnA, hm � 86A oF DATE: IZ-1, _v_Z_ V-4 40) eIalr3T y •. RaL-014T CURB it GU77ER NV ALL£r �+� aim` Lf1 ?' COACAM AW A MIIIIIIIIIIIIw Law uNtRE am 3AML Jim w[ 1MN1iM1 AAfrK K • i «w M �""' bw ca wwr ' rr5r ar rrr ss.w. atir swam C.2 IX rya . �ii +� °Yrwc C1MB CU �.r .rn M TYPICAL STREET CROSS SECTION A """■" ffiflw4crn v r► ' OWN` •"�` KECKTER ROAD - COUNTY Raw. T i PC&8 11110 1 CAM 9ECTION N.T. • saw woo+rw.�r W r KECHTER ROW "MomE . ...:' • :,w : •P ."'tIY,l ; :w •,}+: • ::. •WMI% Aa aA'a I7FMN'M rMA Mw Mr M untrn � saiaaw• arr, s.wN,MO. i►id nL W CHECKED IaIA♦� pw*MR �y1 3,7- W - Ila UR-- Mrl �1 a "n R DESO" s' r •'-' FILE14AME WI esglorT . c+So3eNt - SIM - AS.i_rJ'i owI Mt 0rM lWATE AUZY ONVEWAY APPMWN MTML8 ORNEWAY APPRt 0M DETALA r M. Few D-14 www �r a' r ° RK-OW our we WTW LI MOM LAW 11MMUL TYPICAL STREET CROSS SECTION wo— OBSERVATORY DRIVE, WEST SEMAENT BETWEEN moo .t „ CAMBRID4E AVENUE AND THE NEXN490RHCM CENTER Not.Allow N.T.S. ' ;.01OhIQAt am «sow ICA. STREET C.RO" SCCTM if ,r M" V11'"M CJIINMMDAE AV+EWUE a FW= CREEK DRIVE WI N.T.s. F•.o.r+ CAMMe + a /�8"ro► A Nwr it No A � PLAN 1Er effilow • MI . 1H Aw OF WILK t 6" L;X oost"!r fRI VIN Or WICK gWAV N ►Wore ua oy w •P A >. j : s: •:I pow.::: o x. K�ERSPECTfVE VIEW Q J TYPICAL STREET CROSS SECTION AVENUE INTERIM • N.T.S. w � � AIMumuw •t'• ' ¢.6• ' EMOIp17 -r c+twreuT ..._----- :'••• r ; Yi..;•�' ••.i a 'r4' 'tA"'''•�. :. rcam,•'•t e J LU J m�ia-�r�.E�......,.A _N• Kra "TAL • s•� s•-r rAf 4 METAL SiaEWAL.K t�lLYERT DRIVEWAY APPROPM DUAU Mrs r wM. ►eNac Lv 10111111114ft 2w TV NICK or curs TYPICAL PICAL STREET CAM �QiM 1 vow .1.^. '• ' S' rr ' ^•• •y �h 3 � y M DIPPER DRIVE G STREET CROSS SECTION .t ...:., •..w . 6 , f; . '':. :n 3''' .i . • ,. „• t . ;. ,:-,°..'�iR'R � y.. N,Ts• RES NTIA , LOCAL. STREET N.T.S 3, ar C4NCAE,TE TRIacIE PAN CURB CUT® PRIVATE ALLEY —" «Tort N rs e.o�rort u>r�rn ar a -r 1111"W aW-ary ,, cans,n City of rL Collins, Colorado TV W. �. WI 4r-r �••' • UTILrTY PLAN APPROVAL 748 Whokrs way, awq. D ' _ 3rt� Arai sMwaT .. ••:' .'• ... • IC`• ' i ..• .�. •: : 970-226-0557 • Fat Collins, Colorado r-r mop" car Madwal' r IfN r w ` • ►r� wrw m CHECKED tY cos NO. 788—OM .h r ' 7 CONCRETE PANscolz Mr, _ CI#CKED rr: t:tl N. r. r°rirws-+a�u oo" .. er. DATE,wr 2000 r oarat'R M[ olwr rw anet lr WKWAt 11ioaft 41 i� afi i Xw 5 f am « avnw PRIVATE D#�IVE TYPICAL STREET t8�8 SECTIONmooi.l ,.��Uftw LARIMER CO NTY ENGINEERING CKED �' "To.�. " �`� TYPIC& STREET CROSS SECTION N.T.S. CINOUEFOI" LANE "rM0'' '� APPROVAL• CKED W�; 8 OF 93 N,A 118PIU1t.T PAVIFiO DF O&L AT CROSSPANS DAM: Z--6=-07- C c 1 259 k IV- 04'-0• RIGHT-OF-WAY UTILITY UTILITY ROLL-OVER CURB EASEMENT x'-0• M-o, EASEMENT & GUTTER /N ALLEY t 2r-0• CL TO FL 25'-0• CL TO FL* 1 N 2' CONCRETE PAN �^ I —_ A ��� orlF4.w��� I+a.1GTi}'-- aEEa A•.• L f e. o 1t-o• 1 - 12'-0• -o• DMM • IMN fIOW /wli la CLAIM ,MM MIAiw�illll"' S an LANE A TRAVEL TRAVEL KE LANE METAL SIDEWALK K 41• - fp,Wp Ar rats ilNt WE 0-5' S-o' CULVERT .E& o AMf CEO!* Wfe twt 4 f..IkA BNPEa1N5W FL '" F' Et N MSFYMa _ � 2,O% (MAx) 4.o1E SLOPE WI -y, CURB CUT w sn WALX — woo 17 .7Er• a N �:tt::..� ''' 9'-O• UTILITY CIV-O• RIGHT-OF-WAY UTILITY 7F rr Mtb11 EASEMENT 3y,-5, 3•-50 EASEMENT � CONCRETE Is'-s• 15'-0• CL TO FL IW-0• FL Is' -a• A RC -PERSPECTIVE VIEW TTTER -'� " I - - PERSPECTIVE VIEW TYPICAL STREET CROSS SECTION _ . KECHTER ROAD NOW�.... 5 = _ r.r a*"IA•�1a � -- --••-" o ME N.T.S. OfE tIM • 4 SLOPE SLOPE AIAK 2.OB yQ'.•;. - ;,_.^, r'•: •,'..„y;y c° :� f..' Al SECTION A -A nag DRAWN r MIN. FENCE enssllMl <. ..•..:.,'•.. aT.f. �CAN, c� rn NM. D. CONCRETE (TV.)DEIVCIIWY WIOTN CHECKED 2'-r DRIVE -OVER ,yI5 COMB AND GUTTER N •a I6 2------__ 10 rt Ar;> y--...� N FL S.A.S. 6IN is -.�.- epF► COO 11+a—"----•75 PL DESIGNED 74'-0' RIGHT-OF-WAYTYPICAL STREET CROSS SECTION FILENAME UTILITY UTILITY EASEMENT s a 3r-0• EASEMENT OBSERVATORY DRIVE, WEST SEGMENT BETWEEN 06.3 detail 25•-0• CL To FL 25'-0• CL To FL CAMBRIDGE AVENUE AND THE NEIGHBORHOOD CENTER MODIRED PRIVATE ALLEY N.T.S. DRIVEWAY APPROACH DETAILS DRIVEWAY APPROACH DETAILS D-14 r_o 5'-0• Ir-o• n-0• 5•-0• r-or pM„ LANE MM LANE IRAVEL TRAVELLAM PARK LANE _5. 249 RS' L)I.O1t 9LWX l 'sv • �•� rL:-.. , VaAgpn� aPATMM IOU- M'O• i37Fn ' • +'!%•. frm�P61MRR100� A IEM, SC.T1011� (AAWM M-51) I CONCRETE __ 2.5' V071CAL CURB A GUTTER 11 r1RY fGRw TYPICAL STREET CROSS SECTION CAMBRIDGE AVENUE & ROCK CREEK DRIVE _ -0• RIGHT-OF-WAY 1 10 N.T.S. EASEMENT UTILITY EASEMENT rM/1A A Pte�fA L)M Jr-0• 35'-0• $� M Ui{ M (cons Limit 1'- 17'-0• CL TO EOP 25'-0' CL TO FL Rya RW*JM JW Ta f6 A Mr �• P111IN ED AT BACK OF ROADSIDE DITCH'K" PLAN YIE11f C� ,stag HALE T5 WATCH E7(IRtIlIaN AIMT \KMIr WIDTH OF WALK t 6"/�`~" awe ■ low tt. 7-C a'-o• n'-o• n'-o' e'-o• 5'-0• WIDTH OF WALK MaKimMn 41 GRAVEL SHOULDER RKE LANE TRAVELL,lkM PARK LANE _ X4rpeO WorR WALK p_ _ 1 •• ,µ :y••, '�;:: :':» feat)011 NCt1aR 2.01E SLR (MAx) 4.DX SLOPE MAK o'- • aeCTON A -A i axn ;r. i INN 7 'i' '' TroefitioR A TronMlon ♦^ CONCRETE ••. :i,- .•.�'•• O Y/ 2.5' VERTICAL ` ':::'::: PERSPECTIVE VIEW 0 J CURB A GUTTER (µy,f • • • • • . ; •.•:• .:-{�'''�,_; •"'•�: •'y'• :.I stOK — Kpr[ Vdp TYPICAL STREET CROSS SECTION �� m CAMBRIDGE AVENUE INTERIM s srBM..Ru._Wbs }Raw 7F5 WMtA 3i N.T.S. uWFLIfNM W/►LAtSR HIM iOgC Rf AIO M/fRIL 3 �� 50'-0• Mff-OF-WAY - ' _._. __........ UTIUTY UTILITY EASEMENT ._......._.. ........__ _ - --. `YR p —5• u,—s• EASEMENT ,A'.. :•;x 6+. �. • F • • r . • ♦ :..�'• -'•1.' \ •. •. • , \ ': , °•a'' = O 2i•-0• CL To FL 21'-0• CL TO FL .. . r-r sr-o•RIOFrt-of-war 5'-0' .':.,.y.:y� :A:.•:. MAJ UIILV UIIL" W , +. �' •;, , .: QaANSCFF daRIT • •M' ' •• ' EASEhIEMT 2S._5• 2S,-y, EASEMENT '"�.., �' I7-G• tr-0• 11'-0• 10'-S` 151-0• CL TO FL 15'-0• CL TO FL to'-5' •-=' . .. •.' 'ECTIS s=FEENNE PARK/alKE LANE A A P LAI'- 15'-10• 1 '-10• 1'--_.__...... aETAa, A 4 { 2.0K y„ 2,O1t FAA% 4.0; '� - '"'°" '°K SLOPE ct►+2 �°x {. SLOP` ( SLOPE t'"'( 2. METAL SIDEWALK CULVERT DRIVEWAY APPROACH DETAILS �owl. ' lira. y.,{.. 1rA 'i.4: N•T.S. r MIN. FENCE CONCRETE SETBACK (TYP.) CONCRETE 2'-r DRIVE -OVER » 2.5' VERTICAL CURS AND GUTTER CURB A GUTTER TOP BACK DF CURS .. TYPICAL STREET CROSS SECTION :' ''' + ' ` t_ BIG DIPPER DRIVE TYPICAL STREET CROSS SECTION N,T.S, RESIDENTIAL LOCAL STREET ) .-6N N.T.S. 31O» 1z• z' t2^ 3• CONCRETE TRICKLE PAN CURB CUTo PRIVATE ALLEY 0'-0• RIMIT-OF-MAY UTILITY UIRITY N.T.S. EASEMENT EASEMENT 24'-0• CL TO FL 24'-0• CL TO FL r-0• 1r-0• noNr-aF-wAr r-G• '-o•I e'-a' I I f•_y I W-ecue A CUTTER A UTIL" UTILITY EASEMENT EA f PARICIG LA I E U NR PARKING SCEW IIr r City of Ft. Collins, Colorado Tar,M ,d-G• ,4-G Consulting 1 '-5• PARK/BKE LANE TRAVEL IKALARL 4'- . 5'-e• - UTILITY PLAN APPROVAL 74 {•_ • 8 Whalers Way, Bldg. D 1'- - HART DEPTH AEPIOLT 1-y -� I I - 5• APPROVED Fort Collins, 0557 do CROSSPAN • 7 JOB NO. o'- " 2.oK MM4 °'-5• a::. 1 788-063 r TO cfltCE 4.0; 5LC\E (Wx rMN u OBE MAx) 4.00E swpE MAz r. nu 00" AIIYLr G '::4 �',• • CHEdCEO BY: R .• — it N� a •. •.' �'• w.l e . 4�. A .4 •• i Z=zi� SCALE a.� :. :;., :�..,. ':.:'��..•F• 4' CHECKED BY' L- 1 N.T.S. e'11 Cab 7 rr-Ir anw-ovu CONCRETE P CONCRETE t CHECKED BY: I' CONCRETE EDGE CUT! AND GUTTER 2.5' VERTICAL DATEDATEMAY 2000 TYPICAL STREET CROSS SECTION aLRe A GUTTER I 1 alac a11b DaDate RevOS8/Of TYPICAL STREET CROSS SECTION ate•. �, oE,� 7 CONCRETE PAN CHECCED BY: SHEET 1 / PRIVATE DRIVE ASPWLT AS-PftT CHECKED BY: N.T.S. CINQUEFOIL LANE ASPHALT PAVING DETAIL AT CROSSPANS Nrs Dab N.T.S. D-25 - 1 -1 4;)v QI1'' LC°+ r� PLAN VIEW NOTE: f` 6' �•i 6' WIDE PAN FOR RESIDENTIAL STREETS. 3" S � 1 ALL INTERSECTIONS TO NAM: ACCESS RAMPS r .' •, •(', p ►. • • •, . y,... I i "8' MIN. ON RESIOENTML USE CONCRETE PAVEMENT S!. DESIGN + 1/2' FOR p COLLECTOR t ARTERIALS SECTION A —A STREET INTERSECTION GUTTER DETAILS DRIVEOVER CURBII GUTTER AND SIDEWALK D-" C. a- .• r a a • J � n MAX. SLOPE SLOPE 144PER FT. I \_LArwaanaN I •8' MIN. ON RESpE ami. USE JOINT CONCRETE PAVEMENT NOTES: • DESIGN + 1/2' FOR P COLLECTOR t ARTERIALS 1. ALL INTERSECTIONS TO HAVE ACCESS RAMPS 2. 20' FLOWUNE RADIUS ON NEMi90Raoo CENTER DRIVEWAYS SECTION A —A STAR DUST LANE ACCESS TO DRIVEWAY INTERSECTION GUTTER DETAILS CURB, GUTTER AND SIDEWALK WALK CONTROL qy JOINTS commm JOINT FOR PARS FLOW OVER LRE JIXNr A TDDL JOINT L IF COLD JOINT I PATCHM SPEOFKATIONS-REPIACRID DOOM L OCTAL ON SHEET 10)� , PLAN VIEW —I S' MIN. SLOPE // 3' iV MAX, SLOPE 1f'IPER Fr. I i • O' MIN. ON RESIDENTIAL USE JOINT CONCRETE PAVEMENT NOTES: .! 1 FOR * COLLECTOR t ARTERIALS 1. ALL INTERSECTIONS TO HAVE ACCESS RIPS 1 20' FLOWLINE RADIUS ON NEIGHBORHOOD CENTER DRNEMYS SECTION A -A CAMBRIDGE AVENUE ACCESS TO DRIVEWAY INTERSECTION GUTTER DETAILS CURB, GUTTER AND SIDEWALK RESIDENTIAL STREET MATH W1ANSrmm ournn PAN DRIVEOVER CURB (D-11) ARTERIAL / ODLLWM WITH 6' VERTICAL CURB (0-11) FROM n10 RATS 1 PC w ASPHAL T NORMAL STREET m Pc w A III, Lp 1/ THICKNESS 9 u!' •"1� L OWN 00.Aw OprO 1 12 11' 12 r tea..wm r CONCRETE _ = & OUP 1/� 6Jaw L bl r" N O T E 5 a deg 6 ■.L L . 4 i91'�L��I`aif 1 wows l IN ` IMMif w iNw ix � i ►� a ww M Ia a1� was s ix 6' CROSSPAN DETAIL w a�fa saws aNssw AwBs B IUD TQ raula w w N Iaaw ssww B lw ra � 1W� R • t � Ii•iM W ala � 1�4 ne - wliaAarBTSl�nsaNlwBLalww W L!L A4�� LN4NaIINN N1R uAmwl A BalaRll 00MQElE TIC70'f!B a a OHM M 1r Nl Mtl�Aa��Bf!•w RwMm M a � Tp T� T8 � &TWAlf t, wlitassfwwa4asa U • NIT INiwl 1♦ t wTlw w Ww/�1 N1I� ��s►M.ir+gwwE�wwnTRw OETAL7M0 wRlx •�� �1 T gMWD OVER ENTIRE safes Is♦ IIR Rlwl a atlas BIa aaE BSM ' • ASPHALT iLirw �� a1WwRTassWs , , NORMAL STREET THICKNESS .. � w r o VrAr 1• I ra 1L v � . sYs. aKv s_.- 1/C PL M ` ' r I 12 12Lj ' f PLAN VIEW SECTION A -A PLAN V�1N :0'IRI MJ CONCRETE SECTION A -A N.T.S. /2' PEDESTRIAN RAMP DETAIL AM 1.... D-12.6 ACCESS RAMP DETAIL CITY OF FORT COLLINS, COLORADO ENGINEERING DEPARTMENT VERTICAL CURB - DRIVECIVER CURB APPROVED 12' CROSSPAN DETAIL N rs 1. Rdls *4 be ne"Ond kwpbw d nwwkpL 2. Posts and be 6- x 6' out oveli NNt dNnba. 3. Uaa 6• wMe ro0 alsAssd MrlpM an raROOM 6BM whNM baobgrWX4 front Ouch orNy t beak and edpe w1 4. Othw ohs nlay be and do oppr- by Lood Ewft EnIower. Theme d9ne o W barAo I wwst be I elaNad by the DawloW at REM and of ON nw dremb ON* deed em ona ternpormy and must be m INNMMud by the Daualopw until oboat xI by r develcillm We TYPE III BARRICADE STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY I Ammmo'M DRAWING CONSTRUCTION STREETAN�DARDS DRAWINGS �I, ; p' ow 14-13 GRADE BREAK VARICST 114- DE£P MIX ✓OAV75 av 6' CURB 0" CURB A NOTES: 1. RNP LYONC SAKI BE COl COLORED VIM 4 LOS/ SAG( DKAS ND. 1117 (ILE FED) PM1T OR APPROVED EOUN.• DIMS CIM SEALANT OR APPROVED EOLML S ALL SWILL BE MRS ON ALL COLORED COFCAEiE SURFACES. 2. COLORED PO M OF THE RAMP SWILL BE POURED SFFMMTELY AND DM IE D INTO ADJACENT CON(31EE WITH A MOM OF 8 EOIIKIY SPACED, 18 10 j4 DEFORMED BARS ORIM 8 NLCI#.S mm". 3. 1RAN91IONS ARE TO BE SOORED PERPEIOICUIML TO TRAVEL DIRECTION WITH SIX 1/4 NCH DEEP TOOLED JOINTS 6 MM ON CENTER AS SHORN. 4. NO J=YS ARE MIM M THE FLOBUE SIX NCH VIDE CURB OR 'DL W Mr MAY BE IOdED ND CLOSER THKL 6 MCIEB FROM FLOW LK AS SM. S MNMM CONCRETE THICIQ M 15 6 IINHIM 6. JOIIT PATTERN TO BE ACOOMM TO VUSEC1IDN L#IT1FR SOLDIER COURSE �- DEW (DETAL D-16 mild D-17) OR AS DETEIMED BY THE On PATTERN ENGKIR DAMS C( 7. SVIRED WOOD FLOAT FNSI1 IS REQ W DYER WK SUDFACE BRICK RE OF RAID NO TRMISMONS. 8. A 6 NCH WIDE CURB MAY BE POIAED AT THE BILL( OF THE RAWF` AS SHOWN IF REOIM. IF CURB IS USED IT SHMI MATCH THE CURB AND GUTTER SIJAE OF AOUCBIT CURB AN OUTIER. 1, EWACM M1. 4' • 1/4'/FT 1 4' MAX NL LP 6' SECTION A -A N. MO POUM IAT'ABOOL 1/41 SWUM SWU ' ... �, a •� Brlaml w v °• ° STOP i '; ',•y BAR BY *STREET PRINT' SEAL AT --A CONSTRUCTION JOINT SOLDIER COURSE PATTERN AMS COLOR SANDIEGO BUFF? DAMS COLOR BRICK RED S' 2' , 40- /5 REBAR O 12- MID-BLOCK RAMP 16-11 ENHANCED CONCRETE CROSSWALK N.T.S. N. T. S. 1/M IqI Po111ED AN1 IIE'Ass • II'� MYOW aw I I/L� Ile MIL rslN • L —i L � MOM SAWED JOINT --� • LONGITUDINAL JOINT. T/3 TRANSVERSE JOINT, T/4 N.T.S. A -; MERE WALK ADMNS A CUM IT SITYl K MN CCNPRUCM 1/4 INCH ABOVE TIE CUM.SLOPEgmwLKTC CUM-1/r W lit• FQ R. A. VERTICAL 6 INCH CURB, CURB. GUTTER AND DETACHED SIDEWALKAND DETACHED SIDEWALK N.T.S. CM NLFK£ B. in• A 1 1 • 11 1• /ty :4a'+L •/i 1•J ;T♦ �,��.: 1• 7'R. .,r••.. 1 T NOTE: JOB r SHALL Of CUT :,`.:�:r, • !"•�•• ` 1' r-� I/4 TM _- OF �I. —'1I CONCRETE APRON /NC1ETE NrIML�'--N.T.S.E DUMMY JOINT FOR WALKS OUTFALL CURB AND GUTTER N.T.S. N.T.S. CURB AND GUTTER DETAILS NTS. A W Y W W W •Y Y W W + + 4 W W W W . .k a• W W W W V W W W V + • • OPT& W W W W + 2' W W A 4' MIN. COLORED .. IM�OPE 1 � CONCRETE ON rm. COLORED CONCRETE (FT. COLONS ONLY) 1/4' TOOL JOINT ON 6' CENTERS (FT. COLLINS ONLY) `CURB OPl10N I STANDARD GRAY boNCRETE 1/4" MAX. FL LIP SLOPE MAX 1E 10 PLAN VIEW 6' N.T.S. 6' RAMP WITH PARTIALLY COLORED CONCRETE 0N1"s OF LITTER SECTION A —A NOTES N.T.S. RAMP LANDING SHALL BE CONCRETE COLORED WITH 4 LBS/ SACK DAMS NO. 1117 (TILE RED) PIGMENT OR APPROVED EQUAL DAMS CLEAR SEALANT OR APPROVED EQUAL SHALL K APPLIED ON ALL COLORED CONCRETE SURFACES. (FT. COLLINS ONLY) COLORED PORTION OF THE RAMP SHALL BE POURED SEPARATELY AND DOWELLED INTO ADJACENT CONCRETE WITH A MINIMUM OF 6 EQUALLY SPACED, 18 INCH /4 DEFORMED BARS DRIVEN 6 RICHES MINIMUM. (FT. COLONS ONLY) 7RANST04S ARE TO BE SCORED PERPENDICULAR TO TRAVEL DIRECTION WITH SIX 1/4 INCH DEEP TOOLED JOINTS 6 INCHES ON CENTER AS SHOWN. NO JOINTS ARE ALLOWED IN THE FLOWIJNE. SDI INCH WIDE CURB OR 'DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM ROW LINE AS SHOWN. MINIMUM CONCRETE THICKNESS IS 6 INCHES. JOINT PATTERN TO BE ACCORDING TO INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. WOOD FLOAT FRESH IS REQUIRED OVER ENTIRE SURFACE OF RAMP AND TRANSITIONS, A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER SINE OF ADJACENT CURB AND GUTTER. MINRRUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, W* NEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED 'SHAKE -ON' PIGMENT BE USED TO COLOR THE LANDING AREA. 16-4D - BI-DIRECTIONAL PED. RAMP DETAIL N.TS. w 8 DRAWN N. M. D. CHECKED S.A.S. DESIGNED N. M. D. FILENAME 063_ detoA2 O v/ •J W I— LU O _! J W SEIIIIIIIIIIIII LV V/ City of Ft. Collins, Colorado T6T, INC. UTILITY PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado APPROVM.Q," laze—LO QL 970-226-0557 JOB NO. 788-063 city CHECKED BY: ! Tali CHECCED BY-MIq SCA`E N.T.S. nwnwmw s DLuta DATE MAY 2000 CHECKED Br (Bark@ R socrootlsa Data+ Rev. 518101 CHECKED BY mommommill SHEET Dow CHEO(EED BY NatMrtl 11aaaWeaas a� g 9 OF 93 c �1 2-59 CEa7 PLAN VIEW A NOTE: r-- a' n 6' WIDE PAN FOR RESIDENTIAL STREETS. r-- T 3• --1� ALL INTERSECfpNS TO HAVE ACCESS RAMPS ::.'•:. • . ;•� •.. +••. •.: 7.� .. , ... • a• MIN. ON RESIDENTIAL USE CONCRETE PAVEMENT DESIGN + 1 /2" FOR s COLLECTOR e: ARTERIALS SECTION A —A STREET INTERSECTION GUTTER DETAILS DRIVEOVER CURBS GUTTER AND SIDEWALK D-10 ARTERVL / COLLECTOR W M 6" VMUr.PL CURB (D-11) NC R r•rrrrr r r a 1/4• "WE E MfA r wan C COLONp CNIaRM •v 1 OMII�M 4'11Ii>I r 1. IEs Inca frl a Ewa aElr 1rl 4 r�ilsl sIa a nn CsElWsisr� w sNllla a1•r w saa sr aaL ws ass anNr w a Aar wasa a11sm t BSBa Orr • x •EP aaL r FBar rr/Ia1 w sllaa wt Issrr N•wa w a wlr � s srEa alas a Es p s1Nsr ws r1r s ass Ns s�isass Ma w r w 1rRr,lrr a rBa w t1Y Aa41aaw .C' 1�la>R 333 {. I• Jwl Aa Arlr a = RFME[ a rR ar ar r TIIIII NSIr w a iBar a Ala 1B• B Eaa IAI Rr a A oal a rssr alaw sera s 4 Bat a Oar NrEra w r Male w 1aas1 aIa •ra 444 d s•s6 r r awsal • Ta aR Ws' /Malaair alr I� IIa a � as R #IQ a I1f Ma tea � aA4Ea Ia4wrrrlwMrxaarTa •frawB�.f Oa•rBaalaw sc aw • ww aRt rA1aw as ss aaa a OL e • �p•I►r , 4• Ma TL v IF T' :::c✓ r r PLAN VIEW SECTION A -A PEDESTRIAN RAMP DETAIL YOR me CONBTR VM* rer� Eni AND ALTMTIONS D-12.6 CITY OF FORT COLLINS, COLORADO■ ENGINEERING DEPARTMENT =-YO APPROVED NOTES. dwi be rlomind km*w clkvmW N. 2. Posh shall be M x r rat-remblmd IMDTba. 3. Use 6" wlds r•Meilm mod ara1I�B strip an n� M•eto•d white baolgr•Lsd, from skis NNNy. pOINt bode OWsdgn white. 4. Dow options may be used as approved by Local Err* ENgirwsr. Mead NWW signs; naa 1NMnP bobarrIcades mb. ad IrrN»t MM by the IN Is uma _p thi OwNopwthe NW aimt�l thestreetstrriet Isl extemW by future dswlopmwLt. TYPE III BARRICADE STANDARD TEMPORARY DEAD END BARRICADES DRAWING LARIMER COUNTY CONSTRUCTION soSAREA STREETTDARDS DRAWINGS DJMI 14-13 CONCRETE LIMIT WALK WALK WALK �j CONTROL O.Je JOINTS / CONTROL `qQ I eC ` 4 10' / JOINT REQtIREDS OVER 40'FLOW T a' FLO LINE r a' JOINT toa. A TOOL JOINT CONTRA L IF COLD JOIN coNrna JOINTS JOINTS (SEE PATCHING SPECIFICATIONS-REPIACINO JOINTS CONCRETE PAVEMENT AND DO DETAIL. ON SHEET10) PLAN PROPERTY LINE PROPERTY LINE VIEW IEre LIMIT LIMIT j�3 I V MIN. SLOPE I/4' PER . , MAX. SLOPE 1' PER FT. ` TIF �JuOPIT "�'• • a• MINN. 001 /RRE"SIDDITIAL USE "0 L COLLECTOR`k mv ARILS HAVE ACCESS RAMPS 2. 220' FLOA � RADIUSON NE CENTER DRNEWAYS SECTION A —A STAR DUST LANE ACCESS TO DRIVEWAY INTERSECTION GUTTER DETAILS CURB, GUTTER AND SIDEWALK RESIDENTIAL STREET WITH DRIVEOVER CURB (0-11) TNWIrnm rim PAN FROM 1:' TO 1. (4i EVENLY FROM RALr 10 PC FL 114DEEP 700L ✓01NOS ON 6" 1• RALP (MOTTO SKL BE IE CMS WO4 GRADE BREAK 7ERS LBS/ SAC( OW NO. 1117 (NNE RED) PN;t1ENI OR APPROVED EWAL. DAWS CLEAR SEW OR APPROVED EQUAL SHALL SH4L VARIES BE APRO ON ALL COLORED ODNCREIE SURFACES. 5' 2. COLORED PORTNIN OF THE WWP %IA L BE PUM SEPARATELY _ IIII ANDOMEUED KID AWACENT CONCRTR: MRH A MIWA M OF 8 — EQUALLY SPACED, 18 NIGH 14 WORMED BARS DRAM 8 INCHES VARIES M16MU11. 1 --- 17RIVON)NS ARE M BE SCORED PERPEMD CUTAR TO TW*U DIRECTION WN SD( 1/4 NCH DEEP TOOLED JOINTS 6 NM ON CENTER AS SHOWM. •'4 ' ►'A 4. NO JOINTS ARE ALLOWED N THE R OMLME. SD( NCH MIRE CURB N. OR t01NAtY JOINT' MAY BE TOOLED NO CLOSER TWW 6 INCHES FROM FLOW LNP AS 9 M11. i COLORED CONCRETE & WKIM R li1CIQM 6 6 MCHFS. - 6 JOIN PATTERN M BE ACCOADND TO 'NRRSEm GOITER SOLDIER COURSE DETAI' (DEIAL 0-16 and D-17) OR AS DETERMINED BY THE CRY PATTERN ENS DAMS COL •, a.. '' 7. STINTED MOOD FLOAT FISH IS REQ W PIER BRIE SURFACE BRICK RED .. OF RAP AND TWI SITIOPE _ AT RAMP SHOWN N' REQ M. IF OM6 IT SHALL MATCH THE CURB AND 00 STYLE OF AWACEM CURB AND GIRIER ��- SEE /6-11, ENHANCED CROSSWALK MN. 4' r 1/40/rr I. 14" MAX. FL LIP GRADE BREAK r6' _ --�_ CURB I I I ... e" VARIES 0" CURB SECTION A —A A N.T.S. CONTROL JOI(r RNg1rED FOR PANS l NR 40' e' FLOW UNIE ` -Sk e'�COLD a JosNr A JOINT (SEE PATCHING SPEOFICA70IS-REPLACM CONCRETE PAVEMENT DETAIL DDWETON DETAK. SHEET 0)� PLAN VIEW `Toa JOINT WALK oOt1 I 3 iv MN, SLOPE 1• 4" PER Fr. MAX. SLOPE PER FT. 1 �utrwTnaRm • S' MR. ON RESIDIENTIAL USE LOSI- JOIN 2. 20 FL� TO HAVE NE HACCESSCUM YS SECTION A —A CAMBRIDGE AVENUE ACCESS TO DRIVEWAY INTERSECTION GUTTER DETAILS CURBF GUTTER AND SIDEWALK NORMAL STREET THICKNESS NORMAL THICK SPHAL T ...._ : JL d 6' CROSSPAA/ DETAIL 12' CROSSPAN DETAIL ,/4•IBOEr-1 �1/41 "Ur Poupm MATENML +aNr ' - w. ..d L.•I I • - ... :• .. d bo ram, a a. e 12' WIiITE STOP BAR BY "STREET PRINT" SEAL AT �® CONSTRUCTION JOINT SOLDIER COURSE PATTERN DAMS COLOR SANDIEGO BUFF DAMS COLOR BRICK RED 8' 2' —r #5 REBAR O 12" MID -BLOCK RAMP 16-11 ENHANCED CONCRETE CROSSWALK N.T.S. N. T. S. � Jaw F E SwL SAWED JOINT --� * LONGITUDINAL JOINT, T/3 TRANSVERSE JOINT, T/4 VERTICAL 6 INCH CURB, GUTTER AND DETACHED SIDEWALK N.T.S. EDGE SURFACE 4. 4 1 �. r Y•.�'��•': i•w�'•:$' tT't •I• i' 4:j •.►'4;,, .'ri, •E•'{�JI V., pJ•: r•fN:• twy r � 4'i '. I 1•%1°4'i{�! tt : r ` � I NOTE: JOINT OVAL of CUE I w'w, !;.•�''•••�•t.4 1' O• o m1E48 a �1' I CONCRETE APRON Y caNa11M E1E N11fILLr a'_i N.T.S. DUMMY JOINT FOR WALKS OUTFALL CURB AND GUTTER N.T.S. N.T.S. CURB AND GUTTER DETAILS A J W W W W W N W W W W W W W W W W L W W W W W W W •Y W W N W W W Y W W W W W W o!ntn 1441ARIf L W W V W + A COLORED MF '1OPE 1 N.T.S. _2. 4• MNE1K 1MLK A04MG A CIAII IT SOLL K MM CON SIMUCIED 1/4 ,NCH ABOVE THE CUl. 4 1 MOPE 710E1MRK TO CUIM-1/4" TO 1/Y PER FT. 1 I/Y .4: w-'w'�Jtwt•.�_P•+��'. r ��1 �•+. 4• .fti L I •t 4'-r MN. 4' MIN. CONCRETE I I v O ' RB OPTION STANDARD GRAY MNCRETE 1; 12 1/4" MAX. FL LIP 6" .. MA X. Ilia OPE URB PLAN VIEW O N.T.S. S. RAMP WITH PARTIALLY COLORED CONCRETE J °N OF GUTTER SECTION A —A me! NOTES N.T.S. RAMP LANDING SHALL BE CONCRETE COLORED WITH 4 LEIS/ SACK DAMS NO. 1117 (TIE RED) PIGMENT OR APPROVED EQUAL. DAVIS CLEAR SEALANT OR APPROVED EQUAL SHALL BE APPLIED ON ALL COLORED CONCRETE SURFACES. (FT. COLLINS ONLY) COLORED PORTION OF THE RAMP SHALL BE POURED SEPARATELY AND DOWELLED INTO ADJACENT CONCRETE WITH A MINIMUM OF 6 EQUALLY SPACED, 18 RICH /4 DEFORMED BARS DRIVEN 6 INCHES MINIMUM, (FT. COLONS ONLY) TRANSITIONS ARE TO BE SCORED PERPENDICULAR TO TRAVEL DIREC71CN WITH SIX 1/4 INCH DEEP TOOLED JOINTS 6 INCHES ON CENTER AS SHOWN. NO JOINTS ARE ALLOWED IN THE FLO%UNE, SIX INCH WIDE CURB OR "DUMMY JDNT" MAY BE TOOLED NO CLOSER THAN 5 INCHES FROM FLOW LINE AS SHOWN. MINIMUM CONCRETE THICKNESS IS 6 INCHES, JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. WOOD FLOAT FINISH IS REQUIRED OVER ENTIRE SURFACE OF RAMP AND TRANSITIONS, A 6 NCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER SINE OF ADJACENT CURB AND GUTTER. MINMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 16-4D - BI-DIRECTIONAL PED. RAMP DETAIL COLORED CONCRETE (FT. COLONS ONLY) ,1/4• TOOL JOINT ON 6" (ENTERS (FT. COLONS ONLY) 0 0 0 0 E r DRAWN N.M.O. CHECKED SA,S DESKG NED N. M. D. FILENAME 06,3-deto#2 J City of Ft. Collins, Colorado TV. INC UTILITY PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D t Collins, Colorado �DVED' Lp D) For970-226-0557 Kati is ' JOB NO. CHECKED BY: 788-06-T CHECKED BY: 7 Data N. T. S CHECKED BY: DATE MAY 2000 hrts III Rsos•aWn Dab Rev. 518101 CHECKED BY: Oat• SHEET t Name %jQ—w CHECKED BY' ITatwd l anew �- �� 259 r-4 V STW NVLES 91ARED W/ 2 STAKES PER BILE SECTION A -A PLAN VIEW OOIIMCIm MpORL PROFILE VIEW STRAW BALE DIKE N.T.t GAL VANIM SIM OPAIE W/2a'2' ACCESS NA&W LaexAexE) EIWR: �. ELEV S' r I L2Ev r' EZEY 'b' amain rimioc A DEEP gONENT WRAP O1m OR am opt MOOD POST Ir M L FLLIEN FAM ATTACH SWUNLY To POST COMPOUND *%CWU AP 4 x 44' tIVICN V� SECTION VIEW SILT FENCE DETAIL M Es NODES' 1. PIPE LENGTH FOR Sd'NONS A & B SMALL BE 81 FEET SEE PLAN & PROFILE SHEET FOR SIPHON C. 2. ALL PIPE WITH/N THE R/GHJ-OF-WAY SHALL G'ONFORM TO CITY OF FORT COLLINS CONSTRUCTION SPECIRCAT/ONS SIPHON :4" SIPHON 'B' SIPHON C" SYPHON D" ELEV '4" 97.50 96.90 95.90 18.60 ELEV "B" 97.40 96.80 95.80 18.50 ELEV C" 95.10 94.30 91.10 13.20 ELEV D" 1 94.10 93.30 9010 12.20 ELEV ? " 93.90 92.90 85.7J 11.B0 ELEV 7-" 94.90 93.90 84.73 12.80 ELEV G" 97.50 96.90 910.70 iB70 ELEV H" 97.40 96.80 90.80 18.60 ELEV 'I" 100.40 99.80 98.80 11.70 ELEV 7X" 100.50 99.80 93.70 22.70 LENGTH 81 L.F. 81 L.F. SEE PAOnLE 121.82 C.F. PIPE S/ZE 18. 18" 18" M. TURNOUT STRUCTURE NOT TO SCALE 7xwm' TPE 92E• PIC W/ RRESSYAW 3E'ALED XNV1S (SEE NOTES) FA GRAVEL FRTER� IOX. 3/4" OR) LANE SCREEN (APPROX. 1/20 MESH) A L 2• X 4" WON STUD MIRE SCREEN GRAVEL FILTER A PLAN VIEW CURB INLET FILTER - GRAVEL N.T.S. GAL VAMIED SM GRAZE W17'V2' ACCESS RA M7/ (mwa-D t LOCKABLE) E[EV 7r- fCIP� b• - .FE HAFACT r S1RE1CRAFE F I 10 LF. .92E' RCP WiFEs : 1 ELEV $ it IRA.S4 RAP( ELEV I `F"SANG I L �ELEV T' v7m sz m v 7' �:7[�'%'E!`;:Iji ira:C`"•-::'t1`:-Ii: r^uui> 0®IOIIt�III�II©©I.. • 12' D. c •6'QC PROFILE VIEW 1 I I MAE I I I I 1400-QC I I /4 0 12- Q c I I I I STEPS O /2" O.C. PLAN VIEW SIPHON STRUCTURE NOT TO SCALE a - A � 3r FACE DF OUPSI °r ,IARRA01 CUM FACE �� 6' TRM/llgN A rI,DL A 7WPE R eW . INLET A USED B A LOITER, 5. CURB AND CURER, e' TRANSITIONRS). GUIBI FACE SIWL IRANSIR RSWILL B E PAID OSA OF K KAK FOR IS CM AM GUTTER. 3 cue ABLE FACE OF CUM CURB AM GUTTER 01 TRANSITION CURB �]0' 3r 3V 3r 3B•-i� MEET SHAPE OF NORINL awm • MTgN� ONE 1 1/4. OIL r, CURB AM 11urTEIe HELL • ROD IN 6' METL FID9 "END B-1 INLET PAY LENGTH Ste-{ TYPICAL PLAN VIEW RAM WITH CUM FACE, (WIPE 2-SECT N �✓TA ��.�NF1I c M-IOR SENDBARSw TO CLEAR YMIOtEI ARMSI 4 - W3 4a 403 40I pt 2• an401 40, 0 3' cut Nis' 4D1 r CLA L- V- ALL H � .B, L-10''OR IS' -LADS' S• J- r Oc TYR r DD T 07 n n 403 401 403 40i 403 12' AADIM4, T-- r OUR 4os406 Y-S• - I,•-B' - 1C-9• SECTION A -A REGULAR INLIET�Is , Is, TO c� d� c� d� �I STA IT ea, Ba3- BBB -BaE bW b• 32' 413 40 CONSTANT 413 NOS °•� "NIL 0.69 am ca,srN4r 4Q7 401 H>S403 r 4W 410 I N, .a I C N, 412 VAMMU J J 21aR 406 IY T- 4" SECTION A -A INLET WITH DROP BOX "14>6 Evil OF TIP Em ,LOD J In INNER 0 Emilio TARLE ONE BAR LIST FOR CURB INLET& TYPE RR" MARK DIA IN O.C. SPACINGNO TYPE ALL INLETS INLETS H Z 5' INLETS H > 5' L =--5' 10 1 15 10'1 15 LENGTH R LE LENGTH 401 11' N 15 • 21 + 26 • 11 • 11 402 11• N 7 • 13 • 18 • 7 + 7 403 9" 1 • 4'-0• • 4'-0' • 4'-0' • 4'-0' + 4'-0' 405 6• N I 6'-10" 21 6•10• 31 V_10" 11 W-10' 11 6'-10" 406 6• VNI 7 V-10• 7 S-10' 7 IV-10 7 8'-10" 7 8'-10" 407 I r 9• N + W-10' • 10'10• • IV-10 + 5'-10' • W-10' 408 12' N 3 W-0• 3 V-10' 3 IV-0* 3 it'-0" 3 IW-0' 409 8• N 6 5'-10• 6 O'_10' 6 IW-10 6 10'-10" 6 IW-10' 410 It' VN 3 • 3 411 11' N 3 V-2• 3 10'-2" 412 it* IT 3 2'-9' 3 2'-9' 413 9 N 7 10'-IO• 7 IW-10' 501 5 1/2* IV 11 S-4' 22 3'-4' 33 S-4• 22 3'-4' 33 3'-4" 502 S 1/2 111 11 11'-5' 17 11'-s' 503 S i 2 A 1 5 Y-6' 16 S-6" 27 9-6• 6 Y-6' 6 3•-6' 504 s 1 2 IX 5 W-4• 001 13/4" 2 1 2' V 2 6'-10• 2 W-10' 2 V-t0• 2 V-10' 4 V-10" 1 11 6.5 1 IV-10*11 1 2 MB, 1 00111 114 MLS, 3 101 4 INS, 3 t III S • INCLUDE. REFER TO TABLE TWO. INLETS INLETS 9 INCLUDE 18• N0. 4 BARS (SEE CHWINEL DETAIL). SEE CURB FACE ASSEMBLY ON SHEET 1 AND CHANNEL LAYOUT DETAILS ON THIS SHEET. TARLE TWO ~ BARS AND OUANTMES VARIABLE WITH OW PPH n- fl -- LENGTH L - W L - 10' L - IV DROP BOX- 401 402 410 p 10 GOAL U6 STEEL 18 ow U SIM 01 ID Cdt U S68 Y-0' '-8` V-Ir 10 7 3.2 285 5,3 497 7.4 706 3'-G' '-2" 2'-2" 10 7 3,4 305 5.7 528 7.9 747 4'-0' '-8. 2'-8' 12 9 3.7 326 0.0 559 8.4 786 4'-6" '-2" 3'-Y 12 9 3.9 334 6.4 571 8.B 803 5'-0" '-8" 3'-8• 14 11 4.1 354 0.7 602 2.3 844 S•-6• '-2.[-2 3'-5` 16 13 15 6 4.4 375 0.0 607 7.4 850 V-o' '-a" '-11' 16 13 16 6 4.6 392 6.2 616 7.6 86o 6'-6• '-2" 4'-5` 18 15 18 ° 4.6 402 6.4 637 7,8 880 7'-0• '-6' '-IT. 20 17 19 10 5.0 423 0.6 p4 0.0 697 7'-6' -2" S'-a- 20 17 20 10 5.3 430 6.9 664 8.3 907 8'-0' -a" '-11' 22 19 22 12 5.5 451 7.1 684 8.5 927 W-6' '-2" 8'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-0''-8. '-11 • 24 21 24 14 6.0 479 7.6 711 9.0 954 W-6• '-2. 7'-5" 25 23 26 16 6.2 4" 7A 732 9.2 974 1 '-0• - '-11' 28 25 27 16 6.4 S20 8.0 749 9.4 9921 '-6' 0=2 8'-S" 28 2S ?0 16 0.7 527 0.3 750 9.71001I'-0'- '-11• JD Y! JD 20 6.9 547 6A 779 9.9 1022 SEE CHANNEL LAYOUT ON SHEEP 2. °• TIa 3 ( 8I/Y 4• 9 .5 ' r. ;�. 1 4 6' S• 14 r.,IZ ..•,'• • • A. „i • 1 1/Y PPE IIPA= AND I 1/4• LOCK MR 6• �. -7 •.:.. , 0/ ON x 24• r-- Oc ROD Ir mm mMOQ `..' �„ 1/4 r X r x 3/e• PLATE • CURB FACE ASSEMBLY, PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE ♦ - MR A V-0• PAN SLOPE 2- PER R, 1 1/2':1 I 1 1/2' SLOPE 2B m GUM 40.S'« SDI 4• I. PER R N• T- 2' cue RRET STEPS x3 REDro F 6 bo, ALL r I S I/r OC N: r-r IY « Ir wx. II- t>c SECTION c-c a d-Ki (DOTTED BARS ARE IN SECTION ■mom\. ■MENEM ■EMISSION, ■mosomm\ ■SESSIONSmommose ■SI��SISISISISII 6 6 NOTE' FOR L-W. L-10' AND L-15'. REGULAR INLETS: TOTAL QUANTITIES NEEDED ARE OUTSIDE OF THE HEAVY BLACK LSE. DROP BOX INLETS: TOTAL QUANTITIES NEEDED ARE ROM OF THEWAVY BLACK LINE. TYPICAL arm WE104m 00 Nm MANHOLE RING INCLUDE STRUCTURAL STEEL. j 30• 2 15/tr-- F'-- 24 1/8• --i I -It' I -E f 4- I WEIGHTS: COVER = 125 LBS, RING 135 LBS. TOTAL 260 LBS. TYPE II TYPE III TYPE N TYPE V TYPE VI TYPE VII TYPE VIII TYPE IX 44 - I 2 -j H�•41'-1 �• T I� �' 410 r 406 r 504 ?• 12 502 50i 1 4f0 4Y �V 44• BAR BENDING DIAGRAMS - (DIMENSIONS ARE OUT -TO -OUT OF BARS TYPICAL WALL 7 44, A 2' OPAR:RR TDIOMRT HOLE FOR ORMNIO[ SMALL 6E PLACED AT SUSOR40E VIEWOM OR A MINIMUM D11EE D OP THE MOUE INCHES BELOW SHALL BE PWCOFD WITHACCEPTANCE OF THE NW. r eLR r OUR r WING FLOOR I,« 1�-,10�-�I I149OC Fr T T II III � roe u @940C L 6Q30C 3- Cut SECTION B-S TYPICAL END VIEW NOTE: IIIPINOLE RN9 t COVER. STATION POKY NO OU FLO'R PIPE SMALL BE LOILTiD AT THE SATE END OF THE OW. GENERAL NOTES 407, #1 « Y ALL AROUND ALL CONCRETE SHALL BE CLASS A OR B. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8" THICK. INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING, EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". CURB AND GUTTER CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND THE TRANSITION GUTTER. REINFORCING BARS SWILL BE DEFORMED AND SHALL HAVE A 2• MINIMUM CLEARANCE. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO 712.06. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL, ACTUAL DIMINSIONS MID QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES, STRUCTURAL STEEL SHALL BE GALVANIZED AND SWILL CONFORM TO THE REQUIREMENTS OF 712,06, 1 �­49S' 24' 3•-j N0, 4 V4 ITWO N0. 4 BARS 12• FOR 5' INLET 1s" Ef>6� ONE 1 1/2' HOLE 5'-10• °• F HOLE 29' 4•-}-24• 4 �-�29 FOUR NO, 4 M3 3/3" iz-'�f 10' INLET 8[ °.5 31V 30' 30• 35• TRIES 1 1/2- Hags TYPICAL SECTION ��1--0}-'--11220" AT HOLE I I 1 1-4" 122412- 1 4' I I EIGHT NO. 4 BARS o FOR 15' INLET �30• 30• 30• 30• 35' FIVE 1 1/2' HOLES 15'-f0" CHANNEL LAYOUT DETAILS DRAWN CHECKED S.A.S. DESIGNED N, M. D. FILENAME 063_ det0#J co 0 W 06 w O co City of FL Collins, Colorado 7VF, ING. IMU ff PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D . Fort Collins, Colorado APPROVED:G26 - 970-226-0557 'i67 mw JOB NO, CHECKED BY: 788-063 w «Nk ..ol vv co. CHECKED BY: r 1-3-e! ��y SCALE N. T,S. Dow CHECKED BY- DATE MAY 2000 Perm ! 11BaeB\eM\ Do" Rev, 5/B/01 CHECKED BY: SHEET CHECKED BY: �&Aw_ � 91-f-a s..e�e.. 90QF /� 259 CURB IN ET STRAW BALES STAKED W/ 2 STAKES PER BILE SECTION A -A A PLAN VIEW FLOW I COMPACTED 6ACIPRL PROFILE VIEW STRAW BALE DIKE N.T.S GAL VAN17ED 5IM G9A 7E W/2X2' ACCESS AA rCH (HINGED t LCKWAd'E) ELEV 'do 10 L.F. 7�YFE 97E" RCP ELEV A• TRASH RAor I ELEV 'B' r 1 EX/S77N 1 LY7CH FL 1 ELEV C' ELEV 7U" 1Li<EP vDIAB'Nr 7RAP STEEL OR 1ROOD POST - to, MN. FILTER FABRIC FILTER FOMW ATTACH SECURELY TO POST COMPACTED BACKFIL APPROX 4' X 4' TRENCH SECTION VIEW SILT FENCE DETAIL N.T.S NOTES., 1. PIPE LENGTH FOR SIPHONS A dL B SHALL BE 81 FEET. SEE PLAN A' PROFILE SHEET FOR SIPHON C. 2 ALL PIPE WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO CITY OF FORT COLLINS' CONSTRUCTION SPECIFICATIONS SIPHON ".4" SIPHON 8' SIPHON C" SIPHON D" ELEV i1 " 97,50 96.90 95.90 18.60 ELEV B" 97..40 96.80 95.80 18.50 ELEV C" 95.10 94,30 91.10 13.20 ELEV D" 94.10 93.30 90.10 12.20 ELEV F" 93.90 92.90 85.73 11.80 ELEV F" 94.90 93.90 84.73 12.80 ELEV 9" 97.50 96.90 90.70 18.70 ELEV 'H'o 97.40 96.80 90.80 18.60 ELEV ✓" 100.40 99.80 98.80 22,70 ELEV K" 100.50 99.80 93.70 22.70 LENGTH 81 L.F. 81 L.F. SEE PROFILE 121.82 L.F. P/PE SIZE 18" 18" 18" 36" TURNOUT STRUCTURE NOT TO SCALE RENG7N' PPf 92E' PLC W/ FWESSURE SEALED ,KYN7S (SEE Noms) or GRAVEL FILTER" IOX. 3/4• DIA) WIRE SCREEN (APPROX. 1/20 MESH) A o L2• X 4" WOOD STUD WIRE SCREEN GRAVEL FILTER A PLAN VIEW 1' alf-p .SEDIMENT 7RAP FOR 3D AID 3, RIOT PPLI Y/� Y OVERFLOW FILTERED WATER RUNOFF WIRE 9eReerl 2" X e WOOD STUD CURB MET SECTION A -A CURB INLET FILTER - GRAVEL N. T.S. GALVANIZED S7EEL ORA7E W/2:Y2' ACCESS HATCH (F1'mo J LOCKABLE) ECEv 7C' 'FOR '�GV G• - SEE 7URNW7 s/RUC7URE F I 0 LF P 97E' RCP W/I R ELEV'G 7RAS4 RAp( ELEV 7Y' I EX/STING 1 LT7CH FL f ELEV x' ELEV [" I:_�. a :,. N 2,LV ,,,,� _.. •. _.u1T�= IR MISIS n No Dtla >R a 11lreNE J L Y ISBN` La Orel foe 12 3/r • r 1 11-0• 1'-r r-r 311.1 Is 3/r • r 1 I•-r r-c r-Ir NA 2/ 3/P . r I r-r S-r S'-r IX5 30 JX . 2 1'w 2 r-r r-r r-r 2A9 3e 3/r,21/r 2 r-r 61-C 7-Ir 311.6 O 12" O C *6'Oc Gc IY PROFILE VIEW 6' 6' m r------- --7 I I BA3E I I I I /4 • 6- O.C. I I 1 /4 . 17" O. c I I I I STEPS ® 12" O.C. PLAN VIEW SIPHON STRUCTURE NOT TO SCALE FACE OF L_ S' L-10. OR a'-o• ---I I IV-4' CURB INs.ET S' TRN 4wm CLW 40f s A WHEN A TYPE R 5w NBET A USED WITH MOu/MOE RAre TIO CURER. S' TRANSITION „",,,.A., � SKILL BE REQUIRED. 'C'KI"IT9 •FI [ • - FOR A V-0• PAM SLOPE 2• PER FF. IRANSITION K PAID ENO6 OF R[ SEAM, AND GtMM I 3. CLR MOUNTABLE FACE OF CUM CURB AND CUTTER TRANSITION CURB JO'---•� MEET SHAPE OF NIORWL BOOM I-1 1/2• Cure Are CUM HERE I SLOPELIM 21[ ro ourrFJt So.PAID 1 1/2TR EACH END 400, S• OC 4• +' PER R • 2 iR1M16RIfN e r - INLET PAY LENGTH s' SEE CHANNEL LAYOUT ON SHEET z � I2'CUt TYPICAL PLAN VIEW 501 7. 1 i- a to OC {• 7HD 3 1/r 6 1/2. OC i 1/2' B [ asNp 4p6 �` CURB F� 1" tED { 6N IY OC CHYPE 2-SECT 0 3) to IANO �11s• ro L D L 10' L IS' r COI -ISIA Pr l 3 i r CUR CUT OR TREND MRS 70 CLEAR MANIC LE ° _ �Iw EOI S031 40e _ 503 � Sw pe 1 4 • ' r � L S• WR16 FLOOt 1 4 •• •,'•�WA e 0- 401 f01 2• CUR 0 3" Call oA�-- ALL H V-KV W o1 Y OC TT. T 407 40J 401 403 403 s- ?:1 40117 NZ6' pl {01 ICI - 1, s,: • , ---111 1 1/2' PIPE SPACER AID 1 1/{• LOCX NUr 407 Y OC 11' OC I- 101 IV t l' O: 11' 00 I '' a " • :� '':•: •{-• j• 4A r OVAIM TEWPO W g + _l ROLE FOR OINYN�BE 91AL1 a 1 1/4' ON X 24" BE PLACES AT SUDORAOE Y OC q CAW, STEEL IIOD n n w Y-r OC THREE NOES BELOW ROAD BreE THE HOE o^ 403 403 I I I I 403 12' T-- r cu {os D 40S {os tYPICAL 6'OC%COG roCX6'OC 6'OCX6'OC IF go - I V- 1" - T4'-f• SECTION A -A REGULAR INLETa' 1 I A Loo C7 dfil `7 d*1 ao2 fD 503 eD2 -302 �� ■11 M TARI R ANR PAR I HAT FAR r-URR INLETS TYPE OW MARK CIA IN O.C. SPACING TYPE ALL INLETS INLETS H Z 5' INLETS H > 5' L =---5' 10' 15 10' 15' NO RE . NO LENGTH LENGTH 401 it' N 15 • 21 • 26 • 11 • 11 402 11' A 7 • 13 • is • 7 • 7 • 403 9" IT • 4'-0' • 4'-0' • 4'-D" • 4'-0' • 4'-0' 405 6' VI 11 6'-10" 21 6•10' 31 W-10" 11 6•-10• 11 6'-10" 406 6' VNl 7 8'-10' 7 3'-to' 7 Ir-10 7 8'-104 7 W-10- 407 12" 9" N • 5'-10' • 10'f0" • is'-10 • 5'-10" • 5'-10• 406 12" A 3 61-0• 3 t'-10' 3 +6'-0• 3 11'-0• 3 16'-O" 409 a" A 5 5'-10' 6 0'-10• 6 15'-10 6 to'-10" 6 15'-10- 410 ii" VN • 3 411 it* N 3 W-2' 3 10'-2- 412 It* A 3 2--9• 3 2--9^ 413 9 N 7 IV-10' 7 15'-10' 50f 5 1/2" N 11 J'-4" 22 3'-4' 33 Y-4' 22 3'-4• 33 3•-e 502 5 1/2 111 11 11'-5' 17 11--e 503 5 1/2• A 5 3'-6' 16 3'-a" 27 3'-6• 6 3'-6' 6 V-6- 504 5 1/2" IX 5 874" 601 3 4" 2 1/2' V 2 a'-10' 2 a' -tom 2 W-10" 2 8'-10" 4 a'-f0- 8.5 1 5'-10' i 0'-10• 1 1S'-10 1 10-10' 2 BNB, 1 NOD 4 M6, 3 M sES, 5 MQ 3 i 6As, S • VARIABLE, REFER TO TABLE TWO. RAND ODX P INCLUDE ta" NO. 4 BARS (SEE CHANNEL DETAIL). / SEE CURB FACE ASSEMBLY ON SHEET 1 AND CHANNEL LAYOUT DETAINS ON THIS SHEET. TABLE TWA BARS AND QUANTITIES VARUBLE WITH 'H' nun fl LENGTH L 401 402 410 p 10 OMC t6 SRa TB Cox U SIM Cu Is Me to SIM 3'-0• '-a' I'-6" 10 7 1.2 2aS 5,3 497 7,4 706 3'-6• '-2" 2'-2• 10 7 3,4 305 5.7 528 7.9 747 4'-W '-a• 2'-e 12 9 3.7 326 6.0 559 5.4 7a6 4'-6• '-2" 3'-2' 12 9 3.9 334 5.4 571 8.8 903 5'-0• '-a" 3'-a" 14 11 4.1 354 6.7 602 9.3 844 5'-6" '-2" 4'-2- 3'-5' 16 13 IS 6 4.4 375 6.0 607 7.4 850 6'-0' '-a" 4'-a' '-11• 16 13 16 6 4.6 352 6.2 $16 7,6 ow 6'-6" '-2" 5'-2- 4'-5" 18 15 Is a 4.8 402 6.4 637 7.8 no y- -11' 20 17 19 t0 5.0 42 0.6 054 610 7 7•-6' ' - 6'-2• 5'-5" 20 17 20 10 5.3 430 6.9 664 8.3 907 a•-0" '-p" 6'-a• '-i t' 22 19 22 12 5.5 451 7.1 6a4 8.5 927 8'-6' '-2" 7'-2• 6'-5• 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-0' '- " 7•-s• '_ 11 • 24 21 24 14 to 479 7.6 711 9.0 954 9'-6' '-2" 0'-2• 7'-5" 26 23 26 I6 0.2 499 7,a 732 9.2 974 f0'-0' '-a' •-a• -11' 28 25 27 Is 5.4 5" 8.0 740 9.4 992 9'-2" a'-5' 2a 25 20 fa 6.7 527 6.3 759 9.7 TOOT 9'-s" ,-II' So 27 30 20 6.9 547 a.5 779 9.9 1022 r„ 10' O E MWT • • ', • SMALL IS PL000ED WITH CONCRETE BEFORE AMPIANCE OF THE LIFT. 1/4 . J• % r X 3/e' PLATE r CURB FACE ASSEMBLY, IL PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE 4 ` ,� ,• CUT SECTION B-B TYPICAL END VIEW � �bSTEPS ! AL N 2 T 407, 9. OC r ALL AROND NOM: MNRICE NM t COVER. STAIION POINT NO OUIRON PIPE SHALL BE LOCATED Q AT THE SUE END OF THE MET. 3'-4• GENERAL NOTES ALL CONCRETE SHALL BE CLASS A OR B. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8" THICK. SECTION c-c CL Ki-KI INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199. (DOTTED BARS ARE IN SECTION d-d) CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 CURB AND GUTTER CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND THE TRANSITION GUTTER. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2" MINIMUM CLEARANCE. CHECKERED DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. SIGN n MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST JIRON CONFORMING TO 712.06. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMINSK)NS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT TOP DE I I SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY L - PIPES. STRUCTURAL STEEL SHALL BE GALVANIZED AND SWILL CONFORM TO THE REQUIREMENTS OF 712,06. TYPICAL MANHOLE COVER NO. 4 �4 3 24' 3" �Ir)( 12' TWO N0. 4 BARS Jj -I I- 1' 12" IFOR 5' INLET ta" I•- 23 7/8" �• 35" -I ONE 1 1 /2" HOLE HOLE -` 5'-10" s' L t • )•- 29" -{-24 TIT' ;-(--24 1 IT IT 79 FOUR NO, 4 BARS 3 3/9^ •�I6 11 1 1 0 1 IFOR 10• INLET B[ 8.5 35' 3o" 3o• 35' THREE 1 1/2' Hags TYPICAL SECTION 1O'-lo" AT HOLE tY 2• 2'F114VT 414' 4oEIGHT NO. 4 BARS NOTE: FOR L-S', L-IW NO L-1S', - REGULAR INLETS: TOTAL QUANTITIES 1 FOR 15' INLET NEEDED ARE OUTSIDE OF THE HEAVY BLACK LINE. 35^ 30• 30' 30" 30" 3S' FINE 1 1/2" HOLES DROP BOX INLETS: TOTAL QUANTITIES NEEDED ARE U INSIDE OF THE HEAVY TYPICAL STEEL WEIGHTS Do NOT MANHOLE RING INCLUDE STRUCTURAL STEEL CHANNEL LAYOUT DETAILS 30' 2 15/16--r24 1/6• t' I T 4" 1 WEIGHTS: COVER - 125 LBS. RING = 135 LBS. TOTAL = 260 LBS. TYPE II TYPE III TYPE N TYPE V TYPE VI TYPE VII TYPE VIII TYPE IX �F--41 •-I � a G, • ,/\ 4,o T 4os LEN4TH + 4C5O 501 42• "I-vARI BAR BENDING DIAGRAMS - (DIMENSIONS ARE OUT -TO -OUT OF &Wx 22" 44• 8 DRAWN N, M, D. CHECKED S. S, AN DESIGNED IV. M,D. FILENAME 06.3-details J J O cc FM O U Z O COV O W 06 W Lu V, I.V 'O VJ City of FL Collins, Colorado TpT INC. UTIUITY PLAN APPROVAL Consulting Engineers 748 Whalers Way, Bldg. D • ���j] Fort Collins, Colorado APPRD1/ED.L 970-226-0557 godh"W JOB NO, CHECKED BY. 788-06J KDI,6 ! D� CHECKED BY. ' � Dm _QI SCALE N. T, S, rmAlOr !y Pau CHECKED BY. DATE MAY 1000 Paorfrs • mocreDltlea Date Rev. 518101 CHECKED BY. DHll1:. SHEET CHECKED BY.'& IIDDsuAwD Dal. n 4 D 7 LA N r� V 1/2' 7MCK HOT L2B°P1E"D GAC NA4%WD Off -ACE PLATE. FASTEN M M61LL M 1/2" A'A. Sa TS w/ EPDXY. r NNL r 1 4Yi1�L/212,I7'� �A ---------------1 I WAL I LW& 1f I�L owe WOK rAK. . _ a now Imm jr WOW W" U TOP See"" mt%L Now CKROIIi>C 6f6 , S WMW A -A &rA# k,MPARY am wz INLET FK 7ER 1 1/2" A04WCAW FAMED 1 FT. 1#W 7D M NMOWD AF7ER COWSMC17AV - RwAR TO Ar 2 1/2' FftW ANY OWSM NWL. )WO" MCL AW PILAMD N A 1 W'PFAWEADCUAR C R04S IC PAT7ERN. 7g"AN MA.W RAQr L_� , , I. f�� � 1'-O' 1'-01 x2 1'-01 D� a a*r2c'cc Ax.4AE I 00EEi sAN+C7UM ALAAD LAIN AEI, 'b' 2' S'' x N/ I AW I iW 2 EL I ;a I Y A Sr-1A 21' i0' ft.7'b •'-3' '-4 IMI.M 4W1.0 4WM 4' J' • sr l Jb' No 1/.6: 10'--6 3'-i V1Ki N7R.V /M1.4 J' 4' C sr--M JO' 40' 2tV 70' '-i MfIM M JO A M 0 Jr i' E sr to W 23' ai17 7' 1-* 4*WW 4M10 44MR2 J' 4' K1�t 21RMDdR own A' 2L.A6 7! 2m"m M Lim a6NLNll 7s AM C-474 'ARf sLWM Sam= A2/N C-470 t1l6N1•l IIMM Imam v 000" WAML 09 A& ruLawa+ UK= ''u OWN 100 ar 7M r2rpllrf� x, L1AL �K 0�1M4 2UM 1�• W WA .y ~r iA •;. � Wr�ul�ale7f ra . >R41r tOl1e ow An + „ `r• \•; 4s7.M•hAE[ Q412i7t am SLOPE r I" v* APT. t . .,,6. �•, .w .; w + rl... woum Mr w 76 2r w 1 1 MAn s4LwrA7 e+wr11 2r 72' 7a21ts 4�CMT gulp" am ��ru1At7 2uffi p1cwT Mwac •A&E ALTERNATE BASE STORM 8EVVIM STAANOMM MAC STOW 8EVWM FLAT -TOP hIIWHME D-3 Q-6 0 PLATE -.� �.- O 3• O ♦• O 0 0 O POWOMM PqT O O O 4' 120 MAX O O O O sfAMiSS SIM NXTS WNW M PUT LOW I 0"N'CE U ! 11 M !LATE MDM CO MW 0 004 MOTH XT-IAJ 7 2 1i• , W-t 4 3 24' , iT 4' 3 24' ti'� ST-, 4 , 6' 3' PLATE TO LE 3/9' THM 4W77ON F-f 6All►""m CLASS L iEDDING N7M �Mr"L M�•6'ariow M meow �M 4 iaN .�Wy ' M i�y~� to a" ,M iwY Y tM cw vM Aowopu Nl�tlua t. stc4l lM N a •w*opd Ms4" ►w. 2Mw tlp TNM 71ommm 1w .am a 6r lM my V 4' •FM& M •A 7M 11 001 A4,tA Mt OWAVS"A tt • 4 6 tln Ht• Pwd to L40 N OW &A"W P%W A&M WN . Wt mt W" Mon 4 64005. In re* eraw.Mw, vw r�Mm1w rM'M� SkW Yr • hMa CLAMS SEDOM III AUN NUR!1'i D4 LIA IN PIPE OUTLET LENGTH WK" OEM RIPfiAP APM) MMTE LOCAMN IM (M h9 TYPE VOLUME 6rl t—w 1R-1 A^V f s I" qMt • 3.4 UK A-2 &win 716 7.5 li6 Gun f wa 6h3 6wln t•.6 t•.6 12.6 am • 4.r Us W-4 NL• tw& 126 42m& foffim 4& UK W-4 a a lib OLM f ti6 UK 0-4 06%0 n n 12.• CLM f fA UK 0-7 awLn • & lib alms • s.4 U4s 27-6 owe? 74 74 lib QLM • U U[ 0-0 &1111tT 1" NA x CAN 24 20.3 UR &MN awln 73 74 li• CLAN f 24 0 Q-aNLn1• i76 2.76 1" am • A 41NC �71•.r ,r.-. r... , PIPE M ND. or RA 15 IK 6- ND. 4 LM M 3 E.4C M SMM: ,i ON, L - NO. 4 Of 3 UCH MK 2, OL 12 - NO. 4 !MILS 4 EACH WE 24 NL 12 - NO. 4 LMNL 4 EACH S" 27 •L 12 - 40, 4 WM ♦ EACH SIDE 4W L4. 12 - NO. 4 LABS 4 EACH $IDE 33 64. 12 - NO. 4 LNK 4 EACH 3" 36 SLIP 16 - ND. 4 OW45 5 EACH SIDE LINE Fwnw FMOIl NT3 A<rs 111111111 10111111 co J d ru c) 4J O r� O U Z 0 co O cr W W w co 2 cr O co LARIMER COUNa ENGINEERING APPR VAL: / DATE: 2 — 0 City of Ft. Collins, Colorado UTILITY PLAN APPROVAL C°""""" Ergk ws 748 NfielNs Wes, APPROVED: • LO r 97 0557 •» CHECKED BY: Ao. %�-� sew CHECKED BY. SCAE CHECKED BY: � VAX A64r 2000 Ater, 51"1 CHECKED BY: ,. _. _ r CHECKED 8Y: ,GIP, - 91 OF 93 i.5v TYPP.,L RIPRAP �)� T D FILING WATER QUALITY COW. WATERLINE CAP � SEE DETAIL ON SHEET 20 TYPE L RIPRAP SEE McCLELLAND'S CHANNEL IMPROVEMENT SHEETS FROM FOSSIL LAKE SECOND FILING PLANS ' SILT FENCE INLET 1 10' TYPE 'R' SEE BOX CULVERT SHEETS FROM _ FOSSIL LAKE - - - _ SECOND FILING PLANS APPRX. LOCATION OF EXISTING SANITARY LINE --- l/-kTrt L mr.vr--— — — — — — — — — — -- ---` ���`` INIE LrNCE 5�C ONO FILING \\ WATER OUW1Y OUTLET , ` �� \\ 5' TYPE ♦UL j4 TO'�E BUILT ``,` NO. 1 `\ \ \ `\ SEE BOX CULVERT jtMITFI E' TTER R&D SEE DETAIL 23 \` ,` \ ` \ \ \ FROM \ \\ �`\� ♦, `\� \ \ LAKE \ SEE FRET 18) `, ``, WEIR `, `\, \ ` PLANS `\ (24• PI `�, `$ SHEET 23 �`\ �`� \ `` L RIP SIDE `\ LELLAND'S C N IM \\♦ , I ( \♦ FOSSIL LAKE CO NG 11 \ \`— — — — - - - - - -- 1 I -- - r"'--- - - - --- _ - - _- _-__?_1_ `�\ �---------' 1�--Wit'-_-_----- `\ •'• �\ \ \ � � \ \ ` / / \`\ \ \`\ \ \ r — — — — — — — — \ \ \ \I\ \\\\ `` \ `\ I \` I `\ I I t ` I \ --- — \ \\ / / `% T i i T T T i T T i 7 T '� •� �� �� -•-. gal r 1 • _ Q ...•. "1T r „ r .. C ••-a. r- a a-. , a.. l a rr • G , M ■ war SCALE 40 0 40 80 120 Foot ( IN FEET ) 1 inch - 40 n. NORTH r] ]" • r1 • 11 MCI,il• -• 71 r . .- .. . , -.1,11 a' -7a1 a1 '7' 7 V1' 1 aL a' • 1 1 • a. REFER TO WILLOW BROOK PLANS PAST STA. 36+60.15 n 01 _. Y = i7 i Lit Al BLOCKS: ad\Rli6R %,VVna a Ll\VaT�ral:,a♦4�v APPROVAL COUen' elaQMo DAM Fort Collins — Loveland Water District South Fort Collins Sanitation District - ' - fats-o L le•lld D m al DIV Tarry W. F aplwlr Enll Mawa�Ar�wywMr l ay�rpa- 11-1 wrib . OeaOrbre'" lwalere Wdar 06VicC and Urw Sarah Fort ColbrarNor OUErM.t 1 1 t 1 1 l I 1 I I 1 I I 1 T 1 1 T i / i City of Fort Collins, Colorado UTILITY PLAN PROVAL Clt� eer Date CHD W. Water ✓k Uaetew r tiny Date CHill BV rm..ater Data C• IC= W.col:etl%— parts 'at auon paq CFICI® BY: l� A6r. Aggicsoallho Date t.wYM......vla. wW aw nal to be wiled hr will, Ill of wnWMVM well epwd we saw by a rralaaiwwi aF ti Uw ale�ilwlham Ill,HgwwwYrd a.Na•a. nr: PrQ)act: FLS: 99-1159 Date: 12/18/01 Scots: Designed Br- JFB Raa9aaed By: GAS Q 0. 0 cW o 0 a U 2 Z 0 O 00 I� 0 W LW r C.)°6 Y � Z rQ V t 3.2 23 slut: 2 SECTION1 4925 4925 4920 4920 SDW-GAOUND. THRO"-9LAGE­M----- � 4915 ------- 49151 — 4910 4910 4905 APPRX I 4905 4900 -ELVz-4904.93 i ----- - \----REMOVE- EMSTWO-CONC.- — -------- _-FLOOg IN-SjLAGr-pfr----- 4900 4895 4895 10+00 11+00 TOP OF BANK=4916.50 SECTION 2 -PROFLE-SCALP-- 4925 --- --- 4 925 4920. 4915 ----------. ... ....... i THROUGH 4915 4910r-------- --- ----- - 4910 4905 .-4907.83- ------ - mp-TOPaqw----- 4905 _7 715 -ELV;-4903.69 4900 - 4900, 4895 FLOOR IN- SILAGE- Pff ------- - 4895 10+00 11+00 1.5 FLOWLINE SLOPE=0.80% GWALE 2 KUL FLOWLINE SLOPE-1.75% LOWER FLOWLINE SLOPE-1.90% UPPER FLOWLINE SLOPE-1.00% SWW 7 FLOWLINE SLOPE-0.45% SECTION 3 -PR0FLE_8QAM'-_-. I-----+4OR1L-2O!__ --VERT!-- t=5' 4925 4925 4920 4915 4915 ------- EXMTM GROUND— _____T1rtR()UGH -SILAGE -P 4910 4910 6N. L4 �-4907,1 4905t-- 1— 4905 ELV. *905.86 OROPOSED-SWALE-1�- 4900----- ---ELY. 4902.64 4900 .\--:REMOYE EXISTING CONC. ---- - --FLOOR- IN -SILAGE -PIT------ 4895 - ----- 4895 10+00 11+00 FLOWLINE SLOPE=0.50% DITH D2 FLOWLINE SLOPE-1.31% SWALE I SW49 El DITCH DI mjPM� CALL U`MJTy NOTFICKTION CENTER OF COLORADO *-800-922-I087 ORSOO- IS& Im MOEMWEV"to CALL 2 MUSOM DA" IN AMWE BUM VM M OFAM ON EMMATE FOR THE MARKNO OF LOVERGINDUND MEMMM UnUTIM Ail 0 Al X Z, Nib 6-3 — , -11 p r' 1I " : SECTION 4 4930 4930 HORIZ.-4!-20'---- VERT,-- -1 4925 4925 EXtSTM GRWND------- ------- PROPOSED- DM"GC!WAU- 4920 -PROPOSED------- DFFG-H 4920 4915 !RRIGAPON - ----- ELV.-4916.540 ELW-74916-.50 4915 49101 7-- 2' EBC 4913.70 ------------- -4 13.09 4910 4905 7­ 4905, 4900r---- -------- 14900 10+00 11+00 APPROVAL BLOCKS: LAMER COUNTY EN APPROVAL COMM ENGMERM DATE Fort Collins — Loveland Water District South Fort Collins Sanitation District MtMal D. DI w1kk M.Mm Dow "-�� 1-ill — Tarry W. egm. *atom W4— Data AN ! - addwWuM N' .- . end . N. to IMw =:71.i=b8SX_Fort d &,-*%Wb v..00 Fort LCoMm — luveMnA Watw DWbic City of Fort Collins, Colorado MUM PLAN PROVAL APPIMM City fteneer cl� W. Water & wastewater Utfli Date cl■ W. - - - -3tck&water -Utnity q�tAel 'Parks & recreaUon Date Traffic Rngineer Date AW RnftwAb Date wlu of prow" by mwv� ftr wW of wdm"a dpwd aM slow by a fteftawa in =4F C"MM swwe Project: FLS., 99-059 Date: 12/18/01 Scale: NA Des*ped E1r JFB Reviewed Byr GAS Vi z 0 z LU > cc CO CO (L I Cl) CO) 0 0 Im w 0 z 0cc "$host 5 23 Cj F2 EXTENDS FOR 1500 FEET BEYOND THE VIEWABLE AREA REFERENCE DRA04AGE REPORT FOR TOPO OF THE AREA 00000 Ir'W=vII=l c%oFn rI NnFF TasLE \ PROPOSED CULVERTS (3) 19"x3O" HERCP SIZED FOR 10-YR EVENT (SHEET 18) m Is -- \ \ \\ N. N. N. \\ l �\ \N� �\ \ \\ \ \ \\ ♦\ \\ \\ 1 \\ `\ `. \\ \♦ \\ \\ \`\ `\ \\ \ N. ��� \\ \�� `\ ` \\ \\ ♦\ \\ \\ \\\ \\ \\ \1 \ ♦1 \ \ \ \ �SWALE 1 ���� \\\ \\ \\ `\\ \\\ \\ \\ ♦ \\\ \`\\ `\ \\ \\ \\ ��� `\\ \ \\ ♦\ `\ ♦ \�� \\ \� \\ \ \\ \ \ \ \ \ \ \ \ PROPaS ID IRR(G4TKNN Si4\ `1 \\\ \ `\ \\ \\ \ `\ \` \\\ \\ \\ \1 \ \\ �\ `\ ♦ \i\\ \\ \\ \ \ \\ KEt"TER p`\\ \`., \\\ \\ � \ \\ \`\ \\ % PROPOSED CULVt n (3) 19"x30" HECURB CUT SIZED FOR 10-YNT _\ (SHEET 18) - W/ SIDEWALK CHASE ♦, 2 SWALE E1 / 1 \ DITCH D2 �� PROPOSE \ \ I \ �N ♦ PVC DRAIN - \\ UNDER SIDEWALK Y( J \�_ ♦ •• - IN CEMai PCNT WA► mm APISH C as go Ctoo DEOTNATION MrBd OOTac 1 1, E1 do E2 14.91 0.36 5.5 - 25.6 McCLELLAND'S CHANNEL C&G --> CULVERT 4 --> WQCV 1 --> McCLELLAND'S CHANNEL 1 1, El, E2 do E3 22.78 0.30 6.8 - 30.8 McCLELLAND'S CHANNEL C&G --> CULVERT 4 --> WOCV 1 --> McCLELLAND'S CHANNEL 1 E3 7.87 0.20 1.3 - 8.2 CULVERT 4 SWALE 7 --> CULVERT 4 2 2 3.22 0.77 4.1 - 18.9 McCLELLAND'S CHANNEL C&G --> INLET 1 --> McCLELLAND'S CHANNEL 3 3 2.04 1 0.79 12.9 - 13.4 MCCLELLAND'S CHANNEL C&G --> INLET 27 --> McCLELLAND'S CHANNEL E1 E1 5.99 1 0.20 11.3 1 5.8 McCLELLAND'S CHANNEL PVC DRAIN-->SWALE 7 --> WOCV --> McCLELLANDS F1 F1 0.71 1 0.79 11.5 1 2.5 7.0 SWALE ALONG ZIEGLER ROAD SWALE --> CULVERT --> SWALE NORTH F2 F2 235 1 - I - 1 47.0 117.5 SWALE ALONG ZIEGLER ROAD CULVERT EAST --> SWALE --> CULVERT NORTH --> SWALE NORTH TOP OF BANK-4916.50 6' FLOWLINE SLOPE-OAM SWO►LE 2 FLOWLINE SLOPE-1.75X LOWER FLOWLINE SLOPE-1.9OX UPPER SWALE 1 d,e =1.40 _ TOP of BANK-4916.50 1.5' 27' MIN 61' r-- dim =0.2 FLOWUNE SLOPE-0.45X SWAL g E1 BANK FLOWLINE SLOPE-0.50X DITCH D1 FLOWLINE SLOPE-1.31X DITCH D2 7 TO BE BUILT WITH LEGEND: / _ _\ \\ \\\ `\ `\ cCLEL+/D'S CHyNNE�-ILAPRO\�e/A�NTS AND 1 \\ 1 \ CULVE TO Bfi ONSTRUCIEQ WITH`KI�C \\\ \\ \\\ --��i ,�i \\\ ------ nl\ NN N. \ 1 NN l WATER QUALITY POND 1 TO - C R ;IL LAKE SEC NO FILING CULVERT RCP TO BE BUILT WITH lk ME W -tSS LOOSED I KE S CON IFW --- _= EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER INLET -9� PROPOSED CONTOUR - -- EXISTING CONTOUR --4920-- EXISTING 00" CONTOUR PROPOSED CURB AND GUTTER - PROPOSED FLOWUNE NINE DESIGN DRAINAGE BOUNDARY ' BASIN DESIGNATOR 1.10 AREA IN ACRES .V. OVERLAND FLOW NOTES: '^ PROPOSED GRADE •�\F PROPOSED GRADE AT FLOWLINE U U sB PROPOSED STRAW BALE DIKE PROPOSED GRAVEL INLET FILTER - PROPOSED SILT FENCE RR PROPOSED RIPRAP QDESIGN POINT CONCENTRATED FLOW 1. EROSION CONTROL SHOWN AND LABELED ON THE GRADING AND EROSION CONTROL SHEETS 2. FOSSIL LAKE SECOND FLING SWALE /7. CULVERr %4 AND DATER QUALITY POND /1 ARE TO BE CONSTRUCTED WITH THE KECHTER ROAD IAPROVEMENTS. APPROVAL BLOCKS: LARIMER COUNTY EN APPROVAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-*67 OR306"292-IM .4 7R0 CALL 2 BUSIHE53 DAYS IN ADW AM 8D'W YOU Dr. CRAOE. OR EXCAVATE FOR THE WRKW OF UNIXI C1 MM MEwem unimEs. a1E N. GRAPHIC SCALE 150 0 150 300 450 Feet ( IN FEET ) 1 inch = 150 ft. NORTH City of Fort Collins, Colorado UTII.ITY PLAN APPROVAL AFFF G O CityEngineer Date QlCI® ■W. later R Wastewater Utility Date QSSB�I!Wa� Date ' a Recreation Dab C� or attic Engineer Dab Rl. N,rlets D.b �..aw b. .nd w net is be �W M my"o of mm"~ uMm ■ rmd ■ W ■o■Yd y o Profo■■iwri E gimw in en a OPP" of lrr WAM EngYuorYp 9■nWe inn. FLS: 99-009 Dots 12/18/01 Ste: 1"_1S0' Designed W. im Reviewed By: CAS 4 23