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HomeMy WebLinkAboutEAST HARMONY ROAD SOUTH TIMBERLINE ROAD HARMONY HALF ACRES IMPROVEMENT DISTRICT - Filed SID-SPECIAL IMPROVEMENT DISTRICT - 2004-12-21 (3)Ln Lr*, �I HARMONY WITH HARMONY i i STREET IMPROVEMENT PLANS FOR ROAD AND TIMBERL. 1 /2 ACRES LOCAL PREPARED 112_111• 5 INE ROAD WIDENING IMPROVEMENT DISTRICT CITY OF FORT COLLINS ENGIGEPPIONG GRAMPARTMENT STREET O�/ERSIZ N MARCH 2O01 NOTE: The City of Fort Collins roadway designs to TOWNSHIP 7 NORTH RANGE 69 WEST R69W R68W EVISIONS DATE: has been given the permission by the assemble the following approved plans: Professional Engineers responsible for the HARMONY CAMPUS MEDICAL CENTER prepared by the Sear —Brown Group, HARMONY VILLAGE P.U.D. prepared by JR and HARMONY HALF ACRES prepared by The Sear —Brown Group (Separate INDEX TO DRAWINGS: TIMBERLINE SOUTH / TIMBERLINE NORTH PVH HEALTH SERVICES — HARMONY CAMPUS MEDICAL CENTER — SEAR BROWN GROUP 1 COVER SHEET 13 OVERALL UTILITY PLAN 34-36 DETAILS 37-38 ROADWAY PLAN — TIMBERLINE ROAD (NORTH & SOUTH) 38A UTILITY PLAN — TIMBERLINE ROAD (NORTH) 39-40 FLOWLINE PROFILES — TIMBERLINE ROAD (SOUTH) 41 FLOWLINE PROFILES — TIMBERLINE ROAD (NORTH) 42 TYPICAL SECTIONS — TIMBERLINE ROAD 43 INT. SIGNAL PLAN — TIMBERLINE RD AND UNNAMED PUBLIC ROAD 44 INT. SIGNAL PLAN — TIMBERLINE RD AND HARMONY RD 45 STRIPING & SIGNING PLAN — TIMBERLINE RD (SOUTH) 46 STRIPING & SIGNING PLAN — TIMBERLINE RD (NORTH) 47 DETAILS 48-52 CROSS SECTIONS TIMBERLINE ROAD (SOUTH) 53-55 CROSS SECTIONS TIMBERLINE ROAD (NORTH) 3 OF 5 HARMONY CAMPUS LANDSCAPE PLAN (PARKWAY AREA) 4 OF 12 HARMONY VILLAGE P.U.D. LANDSCAPE PLAN (PARKWAY AREA) P1 PLANTING PLAN — (MEDIANS) IR1 — IR3 IRRIGATION PLAN — (MEDIANS) ,APPROVED BY: CITY OF FORT COLLINS$ COLORADO EB EB SCALE: DATE: CHECKED BY: DATE: ENGINEERING DEPARTMENT - STREET OVERSIZING PROGRAM �Ity, NA 02-23-01 Engineering, Plan Set) HARMONY ROAD - EAST PVH HEALTH SERVICES — HARMONY CAMPUS MEDICAL CENTER — SEAR BROWN GROUP H1 —H17 ROADWAY PLANS L1 LANDSCAPE PLANS (MEDIANS) IR1 IRRIGATION PLANS (MEDIANS) HARMONY ROAD - WEST HARMONY VILLAGE P.U.D. — JR ENGINEERING 1 —1 O ROADWAY PLANS 1 LANDSCAPE PLAN (MEDIANS) 1-2 IRRIGATION PLAN (MEDIANS) ROCKPORT COURT HARMONY CROSSING P.U.O. — RBD INC. (SEAR BROWN GROUP) 1 COVER SHEET 19 ROCKPORT DRIVE PLAN 8c PROFILE 30 DETAILS 6 OUL Vmffy No 11"10910N OENM OF COLORWO 1-800-922-1987 DR 534-6700 DEV CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXGVATE FOR THE MARKING OF UNDERGROUND MEMBER "HIES, HARMONY ROAD / TIMBERLINE ROAD / HARMONY 1/2 ACRES COVER SHEET COVER SHEET F"�n LEGEND •-•--••-•-- PROPOSED SECTION LINE ) E EXISTING ELECTRIC w/ELECTRIC POLE NOIESI ---------•••---•--..•--- PROPOSED PROJECT LINE "'} I EXISTING UNDERGROUND ELECTRIC w/VAULT - PROPOSED CURB & GUTTER [F 1 EXISTING ELECTRIC BOX I. PROJECT LINE IS UE F INE D AS St( TtON (INE . WE Sl I INE OF 1 HE NW 1 EXISTING CURB & GUTTER 171 EXISTING TELEPHONE EACH FL PROfRISER SE (. `. 6 68. � 2. It HAS BFFN ASSIGNED AN AIPHAHF IICAI PROPOSED EDGE OF ASPHALT EXISTING TELEPHONE MANHOLE DESIGNATOR FOR IDE NTIF IC Ai ION (A.B. C. f 10. MEDIAN & Ln - EXISTING EDGE OF ASPHALT �v EXISTING CABLE T.V. RISER PROF IAI DE SIGNAIIN WITHPANS A NULMHfIR DA1 A IS Rf PFtf SE Nit D IIHOR L EXISTING (R.O.W.) RIGHT-OF-WAY EXISTING SANITARY MANHOLE {`4 ® 3.AT LOCATIONS WHERE NEW ASPHALT IS 10 ABUT CALL UTILITY NOTIFICATION o - W- EXISTING WATERLINE EXISTING LIGHT POLE EXISTING ASPHA[ 1, SAW(CUI THE EXISTING PAVIMINI CENTER OF COE ORADO N A MINIMUM Of 1 f 001 HACK FROM T Hf f XIS 1 ING E DGI , G EXISTING GASLINE EXISTING STREET SIGN OR At SUCH LOCAIION THAI SOOND PAVfMfNI IS 1-8 OO-922-1987 U 8 RCP EXISTING STORM`N EXISTING MAILBOX 3' CONCRETE PAN 1 OCAIE D. Hf MOVE PAVE Alf N1, I ACK COAT f xPOSE D VE H11CA1 ASf'ILAI l I UGI PRIOR 10 PAVING. [�700 IN METRO r" EXISTING GAS METER WAS INSTALLED AS 5 DENVIR o v� CUT LIMITS PART OF PROJECT 4.MATCH EXISTING 38"X60" Hfk(P IRRIGATION PIPE. INSTAL[ �i' - CALL 2 BUSINESS DAYS IN ADVANCE w EXISTING WATER METER (ONCRf TE COLLAR, 48t f Of 38"x(D0" HF RCP o EXISTING BEFORE YOU D16, GRADE, OR EXCAVATE FILL LIMITS p�,��y GRADE (0.572 ) AND f t ARE D E ND SE ( 11ON. (SFE DRAWING 47 FOR THE MARKING o1 UNDERGROUND o PS'ffl EXISTING ASPHALT i0 BE REMOVED I Ok Df TAII S) MIMHFH utIIITIEs. o ` ' N X TREE TO BE REMOVED F- N NEW ASPHALT PAVEMENT S.SEE DWG.38A FOR SEPARATE UTILITY PLAN. o n 2 JIv V w o aae'r x AS -BUILT SURVEY POINTS o o v n N n r �a e i �r+i °Dni f Pn n z OVERLAY CONSTRUCTED FROM STA.?0+00 NORTH 10 p n Q c �, v �, 'U - J LIMIT OF PROJECT qq p N L 11 W II V V f n 0 'F SIDEWALK WAS n r• r 0 " UU \-��JlllJ�� O J Q II +o L5 V10� W J iDJ INSTALLED AS PART r `*J I w r owoE N � � � „p� 00 OF OF PROJECT UJ �Ln � �LLJ� MNCID ''c! No(�1 C o r\- i F+J ++ V -N fV pQp N VrIn O� pi r * MOI c:i o V) Q N O < Q O) + N + < nj + in + C9 M rn n e $ i _ F- + N ± REFER TO NOTE 4 N Pe r+,� + OD N rnu 1. rn 1. II II r- J V J E s° s U a I N !r �E` i� 0 "cw,w REMOVE EXISTING + r` + M s° LOCATE EXISTING = PIPE (TYP) r- Q' r- 1- - STRUCTURES (BY CITY REMOVE EXISTING SEE DWG. 34 FOR N td N$ i imow OF FORT COLLINS HEADWALL CONCRETE PAN d + < + . g F� K6 p DETAIL F- r- F- 00 TREET OVERSIZIN ) sB 1:1 � vk -GRASS SWALE t ft* U LL- J.- `` RELOCATED EXISTING Q EXISTING ��;• SEE CROSS SECTIONS d g,q R.O.W. ����, �,: "�'c �► DRIVEWAY 4 t; �', J Ed" wr MATCH EXISTING ga �R�,X l b;4 �' krJ� f, F t �� k i�4 F3 SWALE v u �) r£, ♦ , •; +�- . is ,�.• Lfr l.� iA�6:� �p q VM 'o °. n 1C 711 M Ai r �' ,+ ,'.Cf F2w. T� Y k PROPO ,. _ ED R.O.W. - -_ r Y i 'X JII of . ^I'l, M1N ,il h, -r.. _■.. 4 r its .. __ -_- 1'\ T^ R r ry �; )i �;1 nr.*. i, 5;0 r r�: '� '�. ♦rr r.1 .1.� ' k�� ) ��i'. �'l ..� stl } ` 66.76 0 F 7i.C..0 R +00TI... - _ 9 00 4 90 4966.87 I �$ a, y�rJ#AF 4+00 3� F + - Ln u 20 Pr r 21+00 n• d 22_+4r4. 23+ � +b yt i MF $ 4 �, Q{ `" fib+00 "yH.a s •p.� 27+00 ¢ 28++0 29 F 3 00 114 O O n. �'�o . Fu /I-}�� F i, r ,n. , ;7 a'fi F 4����11 kAME E)I A.i�;'`' + 5'�S 'w 'r. F+"'�_--1.._-_--yam"_-_}--tws i--m..�...-.rca... .... f+ 2 ji Mfl -� kFN I � � 2+ ' �4a 00 y . « .,a� - ,.. .,.-r- f'LA:N TIE E ON`) +.fig , + --ham NW CORNER M O' l . }� r �.1 _ _a ...� _ ! _ E �' .,�a,,� �� �� _ i E"' .,t�,(;C NG� 00 + 5 ! _ - 3a 00 ME ,i 00 k1f 5+00 MG It 00 SEC. 5-6-68 49 6.91 �1 4; iE �;E 4�v'I �(,1. (6 f + UQ�+ MI ?100 , , E +� )+00= END. ALUM CAP - $ -'��aL �'9 a+ T A4+� RANGE BOX, TIMBERLINE ROAD SEE SHT.38A FOR DETAIL it h v+ F' "' `• STA.20+00 u I t CTION a a £{ \ 4" Ei1+00 0Y �E 2+ r' �,: �' �An PROJECT L'INf h'�`e 4��p y l,i,: n ' 5 Y• m .. a 4'. ' EXISTING R.O.W. ice M► t:" • A ( • REMOVE EXISTING MEDIAN INFIL TO MATCH ADJACENT '. ♦.. ROADWAY PAVEMENT Chu SECTION OEPRHAVARIES. Y WAS PLACE Q tr 0 Q � o OG c`b a v � ;9 vi Ln EXISTING HARMONY Z V SCHOOL SHOPS N �� EXISTING DIAMOND C n ? g o �c� OVERLAY WAS PLACE SHAMROCK cc 0 Uj+ ti tO� cli N NUF_ EPTH VARIES. o _ Q N .W Oj V +t0 F- WZX +Q ++ 0 �ww z U W a F- UJ � LJ o_ � w TIMBERLINE ROADWAY PLAN NW CORNER -� SEC.5-6-68 - FND. ALUM CAP RANGE BOX, TIMBERLINE ROAD STA.20+00 2' 00 I'M O O rK) N 00 F- F- 0' M K 0 to coin kD r- N O+ O ati O+ If r� u V UJ W O J W N O + O) V N O (V + ar N O N I` O O V) N - a MFI d pi n nay m� MF 1-46 +� >r g o ME 1+00 c, 3.5' D U T� MEIcr x N V NOR In (D N Q � N Q) O N J O J NUJ O W c O N + fn N 0 N F O NO V) U ?i F- d Z_ a- + ,ME 3+00 o. T 0 ,.. NW t0 rn .-. + ri) + ON I.) N O( V en N c Q Q F- M Q N V) L N� d= ~ate MF3 ,,UF 4+ 0 z ME 4 00 J Ln O 0 ir r` O cc t0� =~ tD �_ vNIT � II Q1 OVA tp NT OV N _ F-'Q N - In r- It - 11 c J O c O) - + J NJ NW 00 II f` LL N� W W Ma PJ NC W +)°C, Q + +CR +ti +O + F V) " kn1 06 t . O 4.0 . F- 0 a MF °l + 40E 5+00't e 0. e 7y,[(� 4 , .,N rn Ira) Cr �:��p to 'n K) cr 00 u MQ - O) NO - O� IJQ ,-,Y `di MJ n �j OP . u OJ P- Q NW 00 a a0W - II 0 W fn N J W r.- +N N +.-. In +I` Ln NO 0) NV ) NO +It!I+n I� a Fi a o d o N -W + W F-_ N 0V) C0 a an PE LLJ TIMBERLINE MEDIAN PLAN r= r. - a, M +} Q + 0 N ~O N .6 Q+ Q± W QN + Qln + Q V) U F- i F- U ac d Lc, a- a_ MH2 MHI MH 3+00 N FF -T �..� x ' 5, MG li 00 MG 2+00 - IG 3+00 00 0 ON• P n ed J d) W U at J Q J Q � zo 0- NORTH AMERICAN GREEN wc. EROSION CONTROL MESS (NAG C350 WITH STAPLE PATTERN 'E') A 0 City of Ibrt Collins Colorado UTI I.ITY PI AN APPROVAL APPROVEDF Cam McNalr 4/7/99 Dne<I'J 'I IrIR111rene16 Date CHECKED BYF NA 4/2/99 Patel 614'a'trwelel Ullht,, Del, CHECKED BY, Glen D. Schlueter 4/6/99 "I'.IIIn0.'Alel UI11'e, Date CHECKED BY: Parks i, k..lrnilon Date CHECKED BYt kite CHECKED BYF Dale DRAWINGS OF RECORD These Drawings of Record hove been prepared based upon Information submitted by the CONTRACTOR. While this Information is believed to be reliable, SEAR -BROWN Is not responsible for Its accuracy, nor for errors or ommissions which may have been Incorporated Into this document as a result. �JvvvvwVVU�v UU �/i & J\ A A n m MEDIAN NOT CONSTRUCTED 3+9G.83 �p6F (-IJRVF I RADIUS, LENGHT TANGENT CHORD BLARING DFLTA EI 30.00 46.73 29.61 42.14 N 44'10'05" W 3'47'55" FI 30.00 47.17 30.04 42.46 N 45'28'52" E 90'04'55" F 2 515.00 28.57 14.29 28.57 N2' 01'45" e 90 07'49" F3 500.00 23.75 11.88 23.75 N 2-35'26" E 2'43'19" MEI 75.00 16.07 8.07 16.04 N 9'03'51" E 12116'49" ME2 500.00 13.79 6.89 13.79 NO' 20'12" W I' 34'48" MF I 75.00 16.13 8.10 16.10 N 44 43'08" W 3' 48'58" MF 2 500.00 65.23 32.66 65.19 N 3' 17'50" W 7' 28'30" MF 3 500.00 72.37 36.25 72.30 N 2' 53'18" W 8' 17'33" MF 4 50.00 25.36 12.96 25.08 N 15' 47'II" E 90 10AG" MHI 500.00 48.06 24.05 48.04 N 1'29'45" W 5' ' 7" MH2 500.00 65.95 33.02 65.90 N 0'10'21" E 7'33'25" F- T N o r w a � o 0 H a 3 o � z a N � r w w � a lD Ill V M Ac:J)j . w'rn o"C.,K 3,a n z ©C 'z ,aW Jw<mw< S CO n..r E�. atCNp7 n` Q 4Lr4 _i GIM1 W 1Nn U1 pTC.d r H���h2 t�� '_o'no ae3 zone z4n W H a 0 V) N N U U W V) N U U K Q w z a z a w ~ m o U U = Z W lfl o f o a Q a II a a m M U t a r) N z v 1 N k LO 111 N �) 0 L1/ Qii )N i m } 0 vCl) o ), L (V O I N � Q I) o L) o w x V) N t't rt, Ivirt)u Q NU } J NU JUJ S a O U Q QMOZ Z wz�0 cr t~ � C 0 OQcc0 IL iL LL d PROJECT NO. 823-001 DRAWING NO. O cc LU z J DC LU ri r QzQ i a a Q0 0 w QO J H F- a PROPOSED ELEVATION (TYP.) TIMBERLINE ROAD FLOWLINE PROFILES FLOWLINE 'MC' (MEDIAN OUTFALL CURB & GUTTER ) r. . -... --._ -- --- - -__ - - An - ... tD in � 0 .._ t0 N + - -.-_.- _------- O------------ - -- .-- . . .. --- ---------- -------------- -------------- ----------------- - ------------ ---------- -- -----. -- ------ - - ..... ......... _.._ . --- ------ ----------- ------ ------ ----------- ------- - - 495 -- - - --- ----------- --- -- --- ---- .. -- ---- — ----- ------ - - -- - ----* . 4s5o - - _— —------- -- ---- --------- ----- - - -------- --- --- ----- - ---- -------- -------- ----------- . -._ ....: _._ ------------ --------------- --------- ---- - - ----- ._ --If!O SO .. V ... ._ t 0... r•'Y ._. - .__ . .. � v Q t Ln -_._... ------ --_. l71------- ------- ....... -1f ------------ 11. .._............Q---------L---- _ ._... ... 0--------------- N_._ _ ......----- ............... ......... 4945 ...... MA O+DO + MA 0+50 MA 1+00 MA 1+50 MA 2+00 MA 2+50 MA 3+00 MA 3+50 MA 4+00 MA 4+50 MA 5+00 MA 5+50 MA 6+00 MA 6+50 FLOWLINE 'MA' (MEDIAN OUTFALL CURB & GUTTER ) 0 J It 4M = J 4965 Y2cN _� ►- + + --� .�....P_._-----ti ______ _________ _ _ - --• -- .-0 - ------- _ ._..._..._ _ 7 .. 4960 4960 � --O>---- --...... -------- ----- -- --1--- -- -W ------ ------ -------------- ------ 1- 4N5 -------- ------ ---------- ---------------------------- -- 4%5 -------- - -E A. ME + ----- ----------- ----- ------ L V. 4955.17 -------- ---- --- ------------ ------ - --- + E i i LEV. 4955.80 as5o - - -- - ------------- - - D 495o .t J TIMBERLINE RD Li INTERSECTION PROFILE 4M (MEDIAN TO MEDIAN) - # + y + ---- ---- ---- ---- ---- ---- - -- --- --- - - - ---- -'- - ---- --- - '---- ------ --- ----- ----- ----- ---- --- ---. ..... -- -- --- ..- - ----- --- -- --- - - ---- --- - - - ----- -- ----..-. ._._.. -.. -..... .._ ..-------- .--- --- ----- ------------ --------- --- - - --- - ----- - --- -- ------f ---- - --- -- -- -- ---- --- -- ---- --- - - -- -- - - --- ----- ---- -- -.. ...- ---- --- - -------- -------- --------- --------- ------ ---- - - - - -- - -- ----- - ----- --� ------- -- - ------------ - - ----------- ......--- --...------ ------ -- ---...--- ------- -_ --- ----- -- -- ----- --------- -- .--- . ........ ...... ... ..._ ---- --- - - -___ --___- -..._ ----- .... ...... _._--- --- - ---- ---- -.. _ ....-. ... ----- - -- --- - ----- ._. .._ ....-- ------- - --_r -- v .v r - - - ------- --- --------- ----------------------------------------------. ------ ---------- ----------...-.----------. ---------- ------ -- ...... - ..._ ..........--- __.... ---------------+ - - -- ---- ---.-...-.-..- - - -.-..------ ..--_--------- ------------ - - - ------ ...... - ..-------- - _.... - ---- - ----- -- ---- - -- --- - - - - -- - -- - --- - - -- .--- 49% - - ------ _...._ -- ...... - - ----.------- ---- -- - ---- - ----- --- - -------- --------------- - ----- ----- --- ----- - - ----- ---------- ------ --- ---- --- ----- ----- -... - ....__........... ._...... - -- ----- --- ..------... .- ------- ------- -- ---............--- --- --- -- - - 49r� ... — — — — — — - - -- -- - -- - -- — — — -- - ' .. - -- -- - ..... ......... ............... .. ..... ____ ._.__.._. .. .... ___...__ ____.-_.. . _ __ __.- .. _ ..._. ....... .... .-- .. ..__..._ __. __._._. ... - - ------- _ _ __ -_.......... .. 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W ........---.._. ....____-- ___..._..__...__ .. .... ._._._._....-- _._.___.___..._ __._._._.....____ _ _ __ --_ _ --- ------------. ------._... ._.._....._. .__.___....__._ — �. ... _-_ .............. ... ...- t7..... _........-- _ ._- - --------- ---- --------- _ ------- ----- __ _.-__--- .-__ ___-. ._-._-__ _..__..._ .. __. ....... .. ... .._. ..--_ ----______ ___. ..._- - --_.. - _.- ... ...... -.--._-- .___ --_- - __ -- -------- .- t__.__.._...... --__ ------..._. --- .._.. ...... --------4950 - -- - - + M - + -+ 4950 _......... - - - _ - - - .... -------- -- -- - ----- -------------- ----------------- ----------'--- --------------- .. ---------- ---- - --------- --------------- ---------------- ----------- -------------- ------------ --------------- --------------- ------'--------- --------- - -- J ---- --- -- -------------- -------------- -------------- --------- --------------- ------------ -- --------------- -------------- -------------- ----------------- - --.... ... --- - ------ ..__... .. --- -. ..---- .....-.-.....__ ------------ -----_..._ _ ---------- -...----------- - _._____.___....__ -- - ----- - .....-.. _. -- ---- --- - - --' _... .------ -- - --------------- - '-------------- ..__._.___.______ -- -- --------- - - -------- .____.__.-.. _ ---- ------------- ----'------ _----_.__.___-_._ - --- - --- --- -. • @ ------ - .....-- - - ----- - --------- -----..._______._ _---.__-_ ____.__..._._._ _ .._ -.._ _ _ _...._-- -_____..___._._ .___ __ _ _ ____...__.___.__ __ _.___. __ _ -..___ _..___._ __.___. __ ._._... _ _ ..... ................. ................. ................. ................. ................. .................. .�_ __._._..- .___..___.------ _-._.. _------._. ..._........._... ._..._..._....__. .._________.._... ..... _ .._. ----------------- ----------------- ----------------- ---------------- ---- - - - -- ---- - - - - ----- -------.... ... ...._ ----- ..__- -- ----------------- ---- W W----- - - - -- - ---------------- -- H ------- -------- ------ -------- ------------ iii------------------ _ w ------------ __._.__ ____...._.. __ _-. c. �._ _____._... .. .._._ -....___._._____ .._......._._. _._._.____._.. ............. -- _ .......-._..-_ - .._...___._.__ .... .... .- .....__ _.__-________..__ __.__.......... _ .. ... _. _ _._.__ __..._....._ ... .-..___ - - .___._____..____ ._ 1— 4946 - _ — r - _ - - - - - - - - - .... ------- ------------- ------- ---- ------------- ------------- ------------- ----- - - --- ------- 4945 - -- -- -- �...... .... to .V.•..---'----- ... _______.__ _O_____. _.....__ ___ N__......._...____ ._..._._._. ------______ __._.____..____ .__-...._.aD------------ tD__________._... .__ ----- ._. .. .-___.._______-__._ .---- ____ ------�-.-..--.-. _•_.....------ ----------------- __._____ _Q __________.__-. __.__._._._._........._.. T............... ._-.___._._ th _________ ------------------ _ _ ------ ...-__..._.._.._.....___--_.-_._._.._- UN---T N_1 O _.---_______-- M._._.._....-...t1. ............. N_ ....-.......O . .............__-_.._.___`________. ..N.__.______.____�____.._...--- S.-._._.__ __._____.___ ___...___...__ .-............... t.'!_1 _.-.....__._-...__..._.__.._ ..........._. .__'----_--._. ---------''------ -----__...--'- D �_._.._Q...._.......--O------ _._.__ ka---.--- ---- ...- -... --.._.___ V _ -------------- ---..._----•..._..._------ --------------- 4--------------- 4_____________.___...____-._. . --..-.--'------.............f...... (Y N_ _. --------------- --------------- -------------- - -------------- --------------- -d--------------- ,--------- ---- 9--------------- T------------- 6p --------------04-------------- ---------- - -------------- ---------- . . Q ---------- --------------- --------- -- --------------48 it_ 494D -0+00 -4+50 -4+00 -0+50 -0+00 -2+50 -2+00 -1+50 -1+00 -0+50 A 0+00 A 0+50 A 1+00 A 1+S0 A 2+00 A 2+50 A 3+00 A 3+50 A 4+00 A 4+50 A 5+00 A 5+50 A 6+00 A 6+50 A 7+00 FLOWLINE 'A' ONFALL CURQ & GUTTER) O09 HOR2. VERT. 0 1 2.5 5 SCALE N FEET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado APPROVED: mnxuL 'eF Director of Erw4emw Da CHECKED BY: NA - Water WWaasteset Utility Date CHECKED BY: �f T, .[tL�s�ir q- Sto mwater Utility Date CHECKED BY: Parks 6 Recreation Date CHECKED BY: Date z SBC-3 CHECKED BY: nnmilk IY n ' p� 6 ii:W : w�-,,ri ww¢� .n i�wz O ow �z i4o Ya�INo LL2U<jp -�pJ l t7 F ;J¢J¢. ,n�zoiw <- <�- ¢ U ¢ N 2 F J) J F LL L WWp ~ d W W m¢ < �O J OVVZZZ ¢VIpJW O m < z<wo Jo of wig 1• OVIVW Z ¢ 3wWW SHU O1. Q■ <W JOF W JVIO VI O 0202 y> ywjNOa¢Z U W >JZNwi3 wiv.zz� <i3ww uw20 a �¢aw"z Z010 ON W 4-¢R 4n4z W C¢5¢<az <p<zzp p o 0 Q 1=3 o N I U w = r x a � K W � a � K i J i W a W i i Q 3 W i < Y O r W 7 r w_ m m 3 = W ¢ Nl W aac J CL caiCO Q a air rn z z 0 0 K WM� z ev U �$ 7 W �z� d0 0� u� $OP NT W I- Z N U } Q U) U O Lu Q2 2 =j O a O Lu < y -i > Z J J O uj Z — LL U r w ¢O H =) (n a' OQIrO IQ j (L 2 tL LL PROJECT NO. 823-001 DRAWING NO. 39 ;s i� H O W Q O Ir W Z J IZ W m I Lu W J LL Z jr ;a a W x 0 Z W J 03 H O H LL fuNF !• REFER TO HARMONY VILLAGE P.U.D. FOR CONTINUATION TIMBERLINE INTERSECTION PROFILE SEE DWG.39 2036 SBC-3 TIMBERLINE ROAD FLOWLINE PROFILES PROPOSED ELEVATION (TYP.) 497It1 ______________N------._-_._.. OJ ________-______ N---_-__________m .. -._.________ 1p --------------pm _______________-. .___. _________ .________. _.._-10- __-__-____.__...- .---. __-.-%a __._.___._._._ .-...._ • _ltf ___. 70 t0.............. 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INTERSECTION PROFILE (MEDIAN TO MEDIAN) t HORz. 0 10 25 50 w VERT. 0 1 2.5 5 SCALE IN FEET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR IN METRO 53"700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE.OR EXCAVATE FOR THE MRVtICING OF t1tJ0ERGR0UND MEMBER UTILITIES. 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O -- - -- -- -- - - - 4965 rl -- - ---- -- -- -- 4965 4960 - _ - - --' - - -------- U- -- -- --- --- - ------ --- -- - __ _ - _ -.- - - 4.960 - ----- ---- --- -- - - - - - - - --- - _ - -.... - - _ e0 -- -------- - 4960 • + — +ire)+ —also - --- .. - .. -- - --- _..40 - -- -- - �i ~ 4955 495 - - - - � --- � u - - - - -- - - cv v - -Q v ... - • D cl� co _ r � - v -- - -- v --- v v �w- --- - - L 4955 Lij D_ � 4955 4950 v OL - v -.. � ... v � -� v ME +00 ME 0+50 ME 1+00 ME 1+50 ME 2+00 ME 2+50 ME 3+00 ME 3+50 ME 4+00 ME 4+50 ME 5+00 ME 5+50 4950 MG 0+00 MG 0+50 MG 1+00 MG 1+50 MG 2+00 MG 2+50 MG 3+00 MG 3+50 MG 3+96 FLOWLINE 'ME' (MEDIAN OUTFALL CURB & GUTTER) FLOWLINE 'MG' (MEDIAN OUTFALL CURB & GUTTER) *CITY DESIGN VARIANCE APPLIED FOR 'i'.17 4955 MH 3+97 ORZ. 0 10 H, 50 ERT. 0 I_, V SCALE NI FEET CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR IN METRO 53"700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1111LD . F.IN I.. NVITAL iffAPPROVED: ��/� Drector , /D�ate4 CHECKED ► : r` Water & Wastewater Unky Date stortmater utility Date CHECKED BY: Haft 6 Reoftb l Date nn 111 � ��yy O � O U a <.2-�f�W � yOjLL yj UU � W UZ 3 l/Q1� W ¢ N 2 w ¢O pW - 2 U< W p O 0f< ¢ Jua�Hx FmJ}fr W Z WwZ OZ. <W < mW < ~ Ou'�'B vJwi .z o W I J 2 O¢ Q< O f w J O r fC J Q< ywjN¢S� O O V > Z Or Z Z• w _ V] ONUa; WZVIZSr !ram'••• < 2 - Nw UW 2 O p_ O •'W�¢� J3 r ¢ V1 V1042W2 JXf� ¢wOUL< TIJLL� VI taoaaaz <o<zxo W W W Z m 0 0 0it L� o LA I W ` r U < o Q 0 W r Z 2 U � W ir Q r t m w T W J W 2 i Z 0 w i > r r = m m _ w ¢ -1 "aa ¢ aLL w W < Q U) off o0] viQ Q W H 2Z H U N J �Q U O LU Q2 i� o o. O U ui -j Z r ¢c0LLO U 3 C O¢IoIr OQ5;O LL LL PROJECT NO. 823-001 DRAWING NO. W Z J LL LU m ►j In LU J LL 2 Z o. a LU oZ W J 03 �O `r LL CHECKED BY: 24M SBC-3 _ CHECKED BY: Date Ln N G3 2036 SBC-3 PROJECT LRE & SECTION LINE , TRAVEL LANE -TRAVEL LAN ENTER TURN LA TRAVEL LANE TRAVEL LANE , I 6 LANE I PKWAY IDEWAL LANE .:URB AND GUTTER -------- t=E--------------------------------- --- --- - -----_----_---- - - - - -- --_ I - J \ STA. 3 + 00 TO STA.3 + 25 TRANSMON STA. 4 + 50 TO STA.8 + 50 PROJECT LINE & SECTION LINE I / / TRAVEL LANE RAVEL LANE TURN I TRAVEL LANE TRAVEL 8' MEDIAN WIDTH VARIES LANE IKE LANE ______ - L -------- ---- SAWCUT STA. 8 + 50 TO STA.10 + 00 PROJECT LINE & SECTION LINE LANE LANE • r ITRAVEL KE ULTIMATE) I A NE STA. 11 + 25 TO STA. 12 + 15 TRANSITION STA. 12 + 15 TO STA.16 + 70 1 � PROJECT LINE A SECTION LINE I AE LANE LANE / LANE VABKE RN LANE j AN LANE 2X-4X 2X-4X GU T ----------------- ------------- 81 12' LANE I T RAVEL LANE I I --- ----------- BIKE 6' 12' TRAVEL LANE I BN(E I RIGHT TURN STA.16+70 TO STA.18+70 (ULTIMATE) LANE LANE LANE 4J 2X-4X ---------------- - 12• 8/ 12' RIGHT TURN I BIKE I TRAVEL LANE LANE LANE (ULTIMATE) LANE 2X-4X __--__.-----� 8/ 12' BIKE TRAVEL LANE LANE I (ULTIMATE) LANE I 4 ------------------ 12' BIKE TRAVEL LANE LANE I (ULTIMATE) 2X-4X TIMBERLINE TYPICAL SECTIONS HARMONY ROAD STA. 19 + 00 TO STA. 20 + 15 PROJECT LINE ✓k SECTION LINE I 120 T TURN LEFT TURN LANE LANE M IA / I�1 STA. 20 + 30 TO STA. 22 + 15 TRANSITION STA. 22 + 15 TO STA. 24 + 00 PROJECT LINE & SECTION LINE VARIES I VARIES STA. 24 + 00 TO STA. 25 + 50 PROJECT LINE & SECTION LINE STA. 25 + 50 TO STA. 27 + 60 TRANSITION STA. 27 + 60 TO STA. 30 + 25 RAVEL LANE TRAVEL LANE I - t t /",_SAWCUT SAWCI NEW WALL CURB AND FROM r_ STA. 20+0&67 TO rL STA. 22+10.12 EL L f LANE %UL I IMA r tl T't• - _ _ _ _ _ _ _ _ _ __ r _ _ - _ _ _ _ _ _ _ _ _ _ _ 12, 81 \'SAWCUT TRAVEL LANE E I BIKE LANE :L LANE TRAVEI f f LANE WAY - - - - n - - y------- 12' 8' \�SAWCUT I TRAVEL LANE I BIKE (ULTIMATE) LANE City of Fat Collins, Colorado APPROVED:4,k AL, Dvttroor of CHECKED BY: N •Date Watt Lu" CHECKED BY: 9_17?9 %mrmate Utility Date CHECKED BY: Parks S Recreation Date CHECKED BY: Date CHECKED BY: �0 111� Sam n m 5Uoris U QQz R�W��pg� i P Y W `WO ~J�JNf W ZOR'IA2 F J) J a < oa~iliz�z <g NO�� m (� Z<WZJ iO¢p<H iY T[ 4VIJWLL'W ;R'SWZ [`4] a FULL O W O of HU<; Q W Z OF W�Q� Ji F1'41' NNW LL T W z (JJ K < OU WQRRJ O ZO4f2!piyW �QOtl<fi <Y0 W W W Z p 0) p N � W W W H U W f = < S U � � W 2 � F- 4 � R W J 4 2 < U U U m m 1 W 'o W = Z W ad a � o H otl v"i� z 0 � N li+ �D ° 8 0 tj n wd � � �(3]� � g8< 2 N2 L Ix W H iz I-- U � J �Q tU O W Q � Q =O O IL _j z Z Zj IuZ�0 Q N K OQEO IL S U_ LL PROJECT NO. 82.7-1 DRAWING NO. 0 Q O Q W Z J aC W m ►: ti r 1/, A PROJECT LINE k SECTION LINE ' I I TRAVEL LAN V I NTFR rORN ( ANT I RAVIi l ANI TRAVFI ANF LANE f t IANI 'tNA. .� W 1 . I VFRLAY BiKE I AN[ LANE I-_ . ................L- 8' 12' BIKE I TRAVEL LANE LANE (ULTIMATE) -S,Rw`ew/ v STA. 3 + 00 TO STA-3 ± 25 TRANSITION STA. 4 + 50 -1-0---STA. 8+ 50 �PROJECT LINE ► SECTION LINE I MEDIAN WIDTH VARIES VA T TURN LANE `TRAVT 2iC-ix - STA. 8 + 50 TO STA.10 + 00 PROJECT LINE & SECTION LINE I L ANf t ANF tt# TRAVELULTIMATE) I LBANE STA.11 + 25 TO STA. 12 + 15 TRANSITION STA. 12 + 15 TO STA.16 + 70 PROJECT LINE >k SECTION LINE I ,.� I ... LE LANE I I / LAIK NE LANE STA. 16 + 70 TO STA. 18 + 70 12' 6' ............... TRAVEL LANE BIKE RIGHT TURN (ULTIMATE) LANE LANE HARMONY ROAD STA. 19+_00 'f0 _TA.20+15 rIPROJECT LINE A SECTION LINE 17, 1 IT TURN BIKIF TRAVFL LANE TRAVEL L _= TURN TRAVE I IANF TRAVEL L I AN[ I ANf LANE LANE /T /T I I I 2�2%-4% RK11,4i2 iUHN NII K( IHAVI I I.ANE L ANf I ANE (UI i IMA If) LANE 8, I?' BIKE TRAVEL LANE LANE (ULTIMATE) LANE ------------ 8, 2' BIKE TRAVEL LANE LANE (ULTIMATE) TIMBERLINE TYPICAL SECTIONS An VAus STA. 20 + 30 TO STA. 22 + 15 TRANSITION STA. 22 + 15 TO STA. 24 + 00 PROJECT LINE 6 SECTION LINE 2%-4% I VARIES I RIES 2%-4% STA. 24 + 00 TO STA. 25 + 50 PROJECT LINE 6 SECTION LINE DfWID'T" STA. 25 + 50 TO STA. 2T+ 60 TRANSITION STA. 27 + 60 TO STA. 30 + 25 LANE 1 II 1 1 .... . . . OVERLAYJ� 12' ... TRAVEL LANE (ULTIMATE) NEW INFALL CURB AND GUTTER — FROM i STA. 20+08.6T TO Q STA. 22+10.12 - BIKE LANE OVERLAY-, ................. ' 8' QEL LANE I BIKE (ULTIMATE) LANE _,rj L t These Drawings of Record have been prepared based upon information submitted by the CONTRACTOR. While this information is believed to be reliable, SEAR -BROWN is not responsible for its accuracy, nor for errors or ommissions which may have been Incorporated into this document as a result. - BIKE LANE ------------------ lr e' LANE BIKE (ULTIMATE) LANE City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Cam McNair 4/7/99 Due.tot of Ingineenng Dale CHECKED BY: NA 4/2/99 water & Vtastewater Utility Date CHECKED BY: Glen D. Schlueter 4/6/99 Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Date CHECKED BY: G.Rate o to to � (V O w � a Q a Z 0 ir ir 0 0 LL ots In Z O z Cn o a j w r w � V) J m I a l to V Kl (AO eo N tS YW , QS� a.�w= 1� CILLN N Raw N�1 1;�0��0 a> V9.. ©3 ' ice° w<mwa �aitE? oa�ai aw 5� > `€'gW�Wgcpwc ¢a .fiHa��n� w a 0 N_ r U U u a a z w a 7 r U C o U= o m Z C b W f lid ri � 41 �d Ni— z tv > L0 > I) In to f N ) 0 O C1 C1) (`1 U N Ott i tN(CV 0() () LCr t [ Lv 0f) 0 ry 0 o" . V) LU o'f�N x i h a' 1 (V It o. Li. ; O F-U Uj Z CJ'Lij $0 m J Uj U F- O I Ov >a O i Q f!7 V Z w Q Zi >zJ ; a(n Li.jJ O cr o 0U o OQ�O}a} ow d2Liu. F~ PROJECT NO. 823-001 DRAWING N0. 42PO Z c� 0 IT N O in 20M N SBC-3 °O F- — — — ——� LEGE TRAFFIC SIGNAL -STREET LIGHT POLE WITH MAST ARM TRAFFIC SIGNAL HEAD, NEW TRAFFIC SIGNAL HEAD, EXISTING PEDESTRIAN SIGNAL HEAD, NEW PEDESTRIAN SIGNAL HEAD, EXISTING CONDUIT LOOP DETECTOR PULL BOX TRAFFIC SIGNAL CONTROLLER PEDESTRIAN PUSH BUTTON r2lf Irs pI, � O I � TRAFFICHEAD I HEAD HEAD 10,13,14.15 ►A ■ A1 1 I P-2 - I I 16 15 1 14 13 /75'MAST ARM 45' MAST ARM 11 SEE DETAIL SHEET— FOR CROSSWALK INFORMATION TIMBERWOOD DRIVE , I ; I 12 ----------- - ---------------- o --CC L � ago,- mm�I 70' MAST ARM I 60' MAST ARM 5 6 17 8 9 Z _ ' I Lr, In rn a 0)LD ti ,N , , Q O N In AM/PM � I AM/PM 205/560 1 65/305 15/40 24/45 65/II5 10/40 Ln LO a N � Ln < 0 O 0 a o O o ti r N1 YEAR 2002 PEAK HOUR TOTAL TRAFFIC P-7 60' (TYP.) -J TIMBERWOOD DRIVE 4 sup. MWOO.- T .� •P-6 titP-5 -- ----- - t I I I I I I a LJ L-I DO N 6' (ThPJ I I 1 lY -1 -1 LJ LJ I TIMBERLINE ROAD 01 06 05 2 L t "\ 0 1 106 1 02 �7 _ I �8 4>4 — 04 CALL UTILITY NOTIFICATION CENTER OF COLORAOO 1-80"22-1987 OR IN METRO 534-6700 DENVER CALL 2 BUSINESS DAYS DY ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. r � l 05 10 20 SCALE IN FEET APPROXIMATE QUANTITIES 202 REMOVE TRAFFIC SIGNAL POLE, SPANWIRE AND HEADS 202 REMOVE MAST ARM AND HEADS 202 REMOVE EXISTING CONTROLLER, CABINET AND FOUNDATION 202 REMOVE TRAFFIC AND PEDESTRIAN SIGNAL HEAD 202 REMOVE PAVEMENT MARKINGS 613 3" CONDUIT 613 2" CONDUIT 613 1" CONDUIT 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 614 TRAFFIC SIGNAL CONTROLLER (2 PHASE) 614 CONTROLLER CABINET (P) 614 CONTROLLER CABINET (G) 614 TRAFFIC SIGNAL - STREET LIGHT POLE - SINGLE ARM 614 TRAFFIC SIGNAL - STREET LIGHT POLE - DOUBLE ARM 614 TRAFFIC SIGNAL - POLE - SINGLE ARM 614 TRAFFIC SIGNAL - POLE - DOUBLE ARM 614 TRAFFIC SIGNAL - PEDESTAL POLE 614 TRAFFIC SIGNAL HEAD 614 PEDESTRIAN SIGNAL HEAD 614 PUSH BUTTON 614 LOOP DETECTOR - WIRE 614 VEHICLE DETECTOR AMPLIFIER 614 FLASHING BEACON 614 FLASHING FIRE SIGNAL 614 METRO [SIGN PANEL (CLASS 03 614 RIGHT LANE MUST TURN RIGHT SIGN [SIGN PANEL (CLASS D3 614 NO TURN ON RED [SIGN PANEL (CLASS D3 614 LANE USE SIGNS [SIGN PANEL (CLASS D3 627 PAVEMENT MARKINGS (CROSSWALK, STOP BAR) 627 PAVEMENT MARKINGS (LANE LINES) + FOUNDATION - CONTROLLER + FOUNDATION - POLE + FOUNDATION PED. POLE + ELECTRICAL SERVICE CONNECTION + TELEMETRY SERVICE CONNECTION + PEDESTRIAN INFORMATION SIGN + WIRING + PULL BOX + GROUND ROD + LUMINAIRE + 3" 90' L + 3" PVC COUPLING + NOT A PAY ITEM NOTES: I. THE SIGNAL POLE FOUNDATIONS MAY EXCEED COOT STANDARD SIZES. THE SIGNAL POLE BASE FOUNDATIONS WILL REQUIRE A SEPARATE DESIGN BY POLE SUPPLIER. City of Fort Collins, Colorado ' 0• l 1i i- APPROVED: Directs of CHECKED BY: MA 4•Z•99 Water & Wastewater UWq Date CHECKED BY: k, A • / -6 - f � Stamwater UWdy Date CHECKED BY: Parks S Reaea ' Date CHECKED B , W1ja! 9 Date CHECKED BY: Date ioini� oo■ / m O WAN '-! WpQj N S�WI O OWCpOU 2arOQ0 a � LL2U<jp ~JOJV'f V � 3�¢JQ r<mi�iw F LL F WWp G W W mQ < Q N p JW lY. < QWUVO OJ WHZ m ONV ' J WW¢Z~ �~ W jOHW O OUI O �JOOrYf ZNp`¢O (J W > ZNV j3 WZNZZr f Z 4 N W jW Z O LL 0" Q Y Q > J LL O �a8a.iz a0ii o W W W Z p W a O f U a c) f w w 01) Q W U U a o W H Z S U � � a � w W w J W i a � W 3 < Y r r m m O aLU aQ a N ad ar cr w 2Z Lu U N J �Q U U 0 ui Q� Q cn =a O LU QUC7Z Z wZLLO ¢O U CC cA Q OQmO a d = LL LL PROJECT NO. 823-001 DRAWMG NO. 43 0 a� W Z J CC w a0 Zo Q a0 Q U Z zi am FnO IL U Z 0 Z OW WQ Z ocz ,V W :) t:Z V LI TRAFFIC SIGNAL -STREET LIGHT cm POLE WITH MAST ARM t TRAFFIC SIGNAL HEAD, NEW TRAFFIC SIGNAL HEAD, EXISTING PEDESTRIAN SIGNAL HEAD, NEW PEDESTRIAN SIGNAL HEAD, EXISTING --------- CONDUIT I- - - - - -I F_ — — — — I LOOP DETECTOR ■ PULL BOX m TRAFFIC SIGNAL CONTROLLER G PEDESTRIAN PUSH BUTTON *uAPPROXIMATE QUANTITIES ..1211 :. pG �12" 1211 HEAD I HEAD • • . 8,11,12,13 • TRAFFIC16,17.18 ►. HEADS 202 REMOVE TRAFFIC SIGNAL POLE, SPANWIRE AND HEADS 202 REMOVE MAST ARM AND HEADS 202 REMOVE EXISTING CONTROLLER, CABINET AND FOUNDATION 202 REMOVE TRAFFIC AND PEDESTRIAN SIGNAL HEAD 202 REMOVE PAVEMENT MARKINGS 613 3" CONDUIT 613 2" CONDUIT 613 1" CONDUIT 614 TRAFFIC SIGNAL CONTROLLER (8 PHASE) 614 TRAFFIC SIGNA6-CONTROLLER (2 PHASE) 614 CONTROLLER CABINET (P) 614 CONTROLLER CABINET (G) 614 TRAFFIC SIGNAL — STREET LIGHT POLE — SINGLE ARM 614 TRAFFIC SIGNAL — STREET LIGHT POLE — DOUBLE ARM 614 TRAFFIC SIGNAL — POLE — SINGLE ARM 614 TRAFFIC SIGNAL — POLE — DOUBLE ARM 614 TRAFFIC SIGNAL — PEDESTAL POLE 614 TRAFFIC SIGNAL HEAD 614 PEDESTRIAN SIGNAL HEAD 614 PUSH BUTTON 614 LOOP DETECTOR — WIRE 614 VEHICLE DETECTOR AMPLIFIER 614 FLASHING BEACON 614 FLASHING FIRE SIGNAL 614 METRO [SIGN PANEL (CLASS 1)] 614 RIGHT LANE MUST TURN RIGHT SIGN [SIGN PANEL (CLASS I)] 614 NO TURN ON RED [SIGN PANEL (CLASS 1)] 614 LANE USE SIGNS [SIGN PANEL (CLASS D1 627 PAVEMENT MARKINGS (CROSSWALK, STOP BAR) 627 PAVEMENT MARKINGS (LANE LINES) + FOUNDATION — CONTROLLER + FOUNDATION — POLE + FOUNDATION PED. POLE + ELECTRICAL SERVICE CONNECTION + TELEMETRY SERVICE CONNECTION + PEDESTRIAN INFORMATION SIGN + WIRING + PULL BOX + GROUND ROD + LUMINAIRE + 301 M • L + 3" PVC COUPLING + NOT A PAY ITEM Ln 0 rn In In M AM/PM 245/285 1105/1110 245/265 AM/PM 225/345 820/1430 165/1% I 0I F 0 a \ m Ln o Q l „ Lo n v co YEAR 2002 PEAK HOUR TOTAL TRAFFIC 2036 SBC-3 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-80a-922-1987 534— M I CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUO HEMP" •RLITIES. ,. .;� s �. r�-... uz .s.: ��x _.-.a....t g,�, :�.,'.ca. .... : ... -. ., ,. 1.•(k'q.FN ,..� }w�x+r.- 05� SCALE IN FEET Q57 02 05 04 1 �► f 1 T3 // 08 05 0, t (Z57 04 06 08 1 • r 0 3 l Sb) Q56 P — 9 PHASING DIAGRAM • --- -- P-2 1 • , I IF IFi � �jfAt ' I ! • 19 18,' 17 16 .11 --Nag -menzoo- 80' MAST ARM ��II • �� 2 I 1 75' MAST ARM • I , III � i I-� • �_ Z — HARMONY ROAD 4 r �I i = — — — — so' -- 2 PEDESTERIAN POLE— S.H. 68 W/ PUSH BUTTON P-10 ------------------------ 5 ' _ J Il t • I PEDESTERIAN POLE • �,�■■; W/ PUSH BUTTON HARMONY ROAD • 1 — — — — 75^MAST ARM--4 I " S.H. 68 t I � III �I� II 1 I �� I 70' MAST F - ', I I SIGNAL LPPOLEISAND MAST TRAFFICTING ARM TO ARM ! RAISE M.H. COVER 12 • IJ TO GRADE. F — �I I ACCOMMODATE NEW TRAFFIC HEADS • II q� (BY CONTRACTOR) (BY CITY OF FT. COLLINS) a^ ; { -- �■�.�; 6 7 g g! �1 11 -------------------------------------- --� -------------------------------------- ill UPGRADE EXISTING TRAFFIC P 3 SIGNAL POLE AND MAST ARM TO ACCOMMODATE NEW TRAFFIC HEADS (BY CITY OF FT. COLLINS) ti RELOCATE TRAFFIC SIGNAL BOXY - (BY CITY OF FT. COLLINS) I I I I ICI I i I I�I cr ICI UPGRADE EXISTINf; TRAFFIC I I SIGNAL POLE AND MAST ARM TO I I ACCOMMODATE NEW TRAFFIC HEADS (BY CITY OF FT. COLLINS)------- RELOCATE TELEPHONE BOX — (BY U.S. WEST) Yf i ! TIMBERLINE ROAD ' 1 •II I • ' I � , I � W 1 1 I i I I M F- -1. I II II UPGRADE EXISTING TRAFFIC SIGNAL POLE AND MAST ARM TO ACCOMMODATE NEW TRAFFIC HEADS (BY CITY OF FT.COLLINS) - -_- _-- -T - - - - ;,-- LJ -� P I V ! 6' (TY J i i r• F_I FI r-I L J L J L J i I I i j 1 � . 1 _ I j I I ! ! I ! i li 1 , TIMBERLINE ROAD rye REI_06*E'I EXISTING I (SIGNAL & POWER BOX RELOCATE TRAFFIC SIGNAL BOX (BY CITY OF FT. COLLINS) NOTES: I. THE SIGNAL POLE FOUNDATIONS MAY EXCEED COOT STANDARD SIZES. THE SIGNAL POLE BASE FOUNDATIONS WILL REQUIRES A SEPARATE DESIGN BY POLE SUPPLIER. City of Fort Collins. Colorado APPROVED: �V_ l Dae" of - Date CHECKED BY: NA 4-7,99 Watt+& wwte� ud" Dace k '4--g CHECKED BY: MIL• Rmnwate wky Date CHECKED BY: Pads & CHECKED BY ppDatte ¢¢ '.[— Date CHECKED BY: —� W W W Z Q W W r U (WY W r Z < � it w Ix W = t < Z = 'Z'' :2 < T r W C r W= m C ■o Z Q 3 W IN J r N ad a¢ ol— off uk w W I— �Z y W F- L) N -A�Q NU O O JQ Lu K Wa O U _3 Q N Q V z J Z W Z LL U O u ca cc � 7 ��mQ 0 0 _mow a d2LL:L PROJECT NO. 823-001 DRAWMiG NO. tifY LA t w • cm C3 2036 SBC-3 ro T) OBJEC' NOTES: 1. ALL SIGNING AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY EXISTING SIGN REMOVALS. 3. SIGNING AND PAVEMENT MARKING SHALL CONFORM TO THE LATEST REVISION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES- IMUTCD►. 4. INSTALLATION OF ALL SIGNING AND STRIPING SHALL COMPLY WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (COOT) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. S. DIMENSIONS SHOWN ARE TOFROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 6 ALL PAVEMENT MARKINGS SWILL BE PAVEMENT MARKING PAINT. AND SHALL COMPLY WITH CDOT SPECIFICATION SECTION 7ELDC 7. SIGN POSTS SHALL COMPLY WITH CDOT SECTION 6M IL ALL NEW DELINEATORS SHALL BE NSTALLED IN ACCORDANCE WITH COOT STANDARD SPECIFICATION 612 AND M% STANDARD S-612--1. !� PRIOR TO STRIPING THE CONTRACTOR SWILL PREPARE THE PAVEMENT SURFACE FOR PROPER ADHESION. IL REMOVAL OF EXISTING PAVEMENT hilk! NG'S. SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARIONGS SHALL BE REMOVED TO THE EXTEND THAT THEY WILL NOT BE WSABLE UNDER DAY OR NIGHT CONDITIONS, J 3 i f- C J O n � ) ) rn N Go Go rn C F M 7 A. N N � 3B' 1z� 30' tr EDGE LINE WHITE, 4' WIDE "9M"N -rW VHITE. 4' WIDE (10' SEGMENT. 30' GAP) SOLID & BROKEN LINE YELLOW. 4' WIDE WITH 4' GAP BROKEN LINE WHITE, 8' WIDE (2' SEGMENT, 4' GAP) EDGE LINE YELLOW, 4' WIDE DOUBLE LINE YELLOW, 4' WIDE WITH 4' GAP CHANNELIZING LINE WHITE, 8' WIDE EXISTING STRIPING TO REMAIN 41 PROPOSED SIGN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700 1DEIN�ER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG.GRADE.OR D(CAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. I SCALE I"=50' 50, 0' 50, 1001 City of Fort Collins, Colorado Lm ROVAL l APPROVED: ors `) Z Director of B6nemvw Date CHECKED BY: - M& 4,7.&A Water tL Wastewater Utiky Date CHECKED BY: AllA • % muter I"" Date *Lx81 i*:1:PA Parks 6 Recreation Date CHECKED BY: Date CHECKED BY: N CO W G V: Z O {n W 4 ti t0 In Q In N — 0¢Wlf�� jS W ViWQ ~�Q pQf OW 4:2 $, JROpyW �NWf; WZ jSf- a i i Z M� 0 0 0 ¢ In LA yr W F U ` C cl W Z < Z U � K a � < w Z W J = i LL < CU Z = < S U W 7 ` Y iy w j m` <Q < M is 0 aQ a W off o� wk Q W 2z � U COO 5 J U O C] < Q =U) O (L O U Lu Q CA Q V O Z Z (uZ�0 D0 �U) Ix K OQ5O a (L=LLtl PROJECT NO. 823-001 DRAWING NO. 1 v C r 'c ppi SK-3 I I; 1 liiii1hrr�rrrrrlri EXISTING EX BE REMO ED NM CORNER TO SEC. 5-6-68 FND. ALUM. CAP"k;n.OoRANGE BOX 000 TYPE 2 OBJECT MARKER 139' RIGHT TURN LANE MUST TURN RIGHT IN IN 162' TAPER NE I8T' TAPER L r` \ a; rn kn RELOCATE - STOP SIGN J 04 N m F N WKES ONLY KO L 23*00----------- T J 0 La r 0 0 r= to N t F V1 130' LEFT TURN LANE 26+00 1 N a: 1T6' TAPER 'SIKES I ONLY !t R4-T 000 -+-TYPE 2 OBJECT MARKER 24+00 25+00 V E21 —TIMBERLINE ROAD ------------------ _ R6ER 4 _ - l EXISTING STRIPING I i� � L----- TO REMAIN 140' TAPER LEGEND EXISTING SIGN TO REMAIN ---------- PROPOSED SECTION LINE ­4�--E EXISTING ELECTRIC w/ELECTRIC POLE ---------------- ------ PROPOSED PROJECT LINE -Ej--E EXISTING UNDERGROUND ELECTRIC w/VAULT PROPOSED CURB N1 GUTTER LI EXISTING ELECTRIC BOX EXISTING CURB & GUTTER 10 EXISTING TELEPHONE RISER PROPOSED EDGE OF ASPHALT d1 EXISTING TELEPHONE MANHOLE EXISTING EDGE OF ASPHALT Ra EXISTING CABLE T.V. RISER VN - - - - - - - EXISTING (R.O.WJ RIGHT-OF-WAY m EXISTING SANITARY MANHOLE W- EXISTING WATERLINE i t EXISTING LIGHT POLE G EXISTING GASLINE EXISTING STREET SIGN EXISTING STORM p EXISTING MAILBOX �—P CUT LIMITS Z5 EXISTING WATER METER FILL LIMITS cm 0 EXISTING GAS METER ® EXISTING ASPHALT TO BE REMOVED — NEW ASPHALT PAVEMENT - 1, TYPE 2 ' f 1 1OBJECT MARKER w TIMBERLINE ROADWAY PLAN Q EDGE LINE WHITE. 40 WIDE BROKEN LINE WHITE, 4' WIDE (10' SEGMENT. 3B' GAP) O SOLID & BROKEN LIRE YELLOW, 4' WIDE WITH 4• GAP •:-1 O BROKEN LINE WHITE. - 8' WIDE (2' SEGMENT. 4' GAP) O EDGE LINE YELLOW. 4' WIDE © DOUBLE LINE YELLOW, 4' WIDE WITH 4' GAP O CHANNELIZING LINE WHITE, 8' WIDE - EXISTING STRIPING TO REMAIN - - - - C1 PROPOSED SIGN SCALE M'=50' 50' of 50' loot 32 NOTES: 1. ALL SIGNING AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY EXISTING SIGN REMOVALS. 3. SIGNING AND PAVEMENT MARKING SHALL CONFORM TO THE LATEST REVISION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' IMUTCD). 4. INSTALLATION OF ALL SIGNING AND STRIPING SHALL COMPLY WTIH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (COOT) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 5. DIMENSIONS SHOWN ARE TO�FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. & ALL PAVEMENT MARKINGS SHALL BE PAVEMENT MARKING PAINT, AND SHALL COMPLY WITH CDOT SPECIFICATION SECTION 713.04, 7. SIGN POSTS SHALL COMPLY WITH COOT SECTION BU. E ALL NEW DELINEATORS SHALL BE INSTALLED IN ACCORDANCE WITH COOT STANDARD SPECIFICATION 612 AND M95 STANDARD S-12-1. 9. PRIOR TO STRIPING. THE CONTRACTOR SHALL PREPARE THE PAVEMENT SURFACE FOR PROPER ADHESION. I&REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTEND THAT THEY WILL NOT BE VISARLE UNDER DAY OR NIGHT CONDITIONS. City of Fort Coffim Condo HI. APPROVED: Ott CALL UTILITY NOTIFICATION DMIMd Date CENTER OF COLORADO CHECKED BY= bjA 4 Zagg 1-800-922-1987 Dae CHECKED BY= ea) Jy � OR 534-6700 I Date CALL 2 BUSBESS DAYS III ADVANCE CHECKED BYt BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE NARKING OF UNDERGROUND Parks Dam HEMBER UTILITIES. ' CHECKED BY Date CHECKED BYa Dale 90 t 111��vA� AMOCO= �[uu¢� y1�lLr�W O ZQW'� O 3 tQOp �4. iJG'��O WTiIOiNW A 9 yJyDy�j� ~8.4 4 3 J m OUP 2 2 Z jS N 1J 4JW[ZJ�JOW Wa �JV1.0.� u z yg a� F i W N O O O K O � W ~ � z oU W H Z Ir K J 4 W Z U < W � H H ec 0 'acc0 er cra d a1L Lu oN- G` N� r z O �n L ~ wd00 Q W mz N U }Q c5 O 0 J �a O } U Z J WZ�O Q O tJ c~i D�H� O CO)ac d C ULLL N I UTILITY PLANS FOR I POUDRE HARMONY HORSETOOTH ROAD \ %r. WARREN LAKE a f •r HARMONY ROAD w o ,�r ,, a' � z o CT) � 1 z w a C a I a < w J m o 77 PROJECT '�. SITE D VICINITY MAP SCALE: 1 " = 2000' CAMPUS MEDICAL FIRST FILING FORT COLLINS, COLORADO PROJEC APRIL MENT PLAN 2000 GENERAL NOTES 1. ALL STREET, WATER LINE, SANITARY SEWER L M SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO DA OF THL LXECUTION OF THE DEVELOPMENT AGREEMENT. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REWIRE RE-EXAMINATION OF THE PLANS BY THE FORT COLLINS CITY ENGINEER, WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. 2. 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 FORT COLLINS DIRECTOR OF ENGINEERING AND MEET THE REQUIREMENTS STATED IN THE 'DESIGN AND CONSTRUCTION CRITERIA, STANDARDS AND SPECIFICATIONS FOR STREETS, SIDEWALKS, ALLEYS AND OTHER PUBLIC WAYS" MANUAL. 3. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF FORT COLLINS ENGINEERS WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. APPROVAL OF THE PLANS BY THE DIRECTOR OF ENGINEERING FOR THE CITY OF FORT COLLINS SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF RESPONSIBILITY FOR ERRORS & OMISSIONS. 5. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, 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 FORT COLLINS DIRECTOR OF ENGINEERING OR CITY INSPECTOR AT THE TIME CUTS ARE MADE. 6. 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. 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE CITY ENGINEERING DEPARTMENT (970-221-6605), THE WATER UTILITY (970-221-6681), AND THE STORM WATER UTILITY EROSION CONTROL INSPECTOR (970-221-6589) TWENTY-FOUR (24) HOURS ADVANCE NOTICE. 8. 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, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR. HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE CONTRACTOR WALL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 9. ALL EXISTING PUBLIC CONCRETE CURB, GUTTER, AND SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 10. BENCHMARKS: THE FOLLOWING THREE BENCHMARKS WERE ESTABLISHED FROM THE NORTHEAST BONNET BOLT OF THE FIRE HYDRANT ON THE NORTHEAST CORNER OF TIMBERLINE ROAD AND HARMONY ROAD. (A) "PK- NAIL IN EXPANSION JOINT ALONG EAST EDGE OF WALK AT HANDICAP RAMP, NORTHEAST CORNER OF STREET TURNOUT, APPROXIMATELY 600 FEET SOUTH OF HARMONY ROAD. ELEVATION: 4957.29 (B) CHISEL '+" ON EAST EDGE OF WALK AT EXPANSION JOINT, EAST SIDE OF TIMBERLINE ROAD APPROXIMATELY 100 FEET SOUTH OF HARMONY ROAD. ELEVATION: 4965.52 (C) NORTHEAST BONNET BOLT ON THE NEW FIRE HYDRANT ON THE NORTHEAST CORNER OF TIMBERLINE ROAD AND HARMONY ROAD. ELEVATION: 4968.51 0 • • • • .: •:: :.• :• •. •.. 1:• 1 • •: 1. a . III :.. It, 9 1 AL60I Z, IILI •• • •• •• 12. THE STREET AND STORM SEWER DESIGN OF THESE PLANS CONFORMS TO CITY OF FORT COLLINS SPECIFICATIONS AND CRITERIA. 13. IF DEWATERING IS NECESSARY TO INSTALL UTILITIES, A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REWIRED TO DISCHARGE INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF T4E UNITED STATES. 14. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A COLORADO STATE REGISTERED ENGINEER, MUST BE COMPLETED AND SUBMITTED TO THE STORMWATER UTILITY. AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ADDITIONAL BUILDING PERMITS, THE STORMWATER UTILITY MUST APPROVE THE SUBMITTAL. 15. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR 'STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES'. FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WOCD-PE-B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER. COLORADO 80222-1530 ATTN: PERMITS AND ENFORCEMENT SECTION, PHONE (303) 692-3590 16. THE CITY SHALL 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 DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE CITYS FAILURE TO PROPERLY MAINTAIN ITS STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 17. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH STATE OF COLORADO PERMITTING PROCESSES FOR 'FUGITIVE DUST EMISSIONS ASSOCIATED WITH CONSTRUCTION ACTIVITIES'. FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AIR POLLUTION CONTROL DIVISION, APCD-SS-131, ATTN: LAND DEVELOPMENT PERMITTING SECTION, PHONE (303) 692-3150 78. ALL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT ENTITLED "POUDRE VALLEY HEALTH SYSTEM SOUTH CAMPUS TIMBERLINE AND HARMONY ROADS" PROJECT NO. FC1116 BY CTL/THOMPSON, INC. DATED DEC 28, 1998 AND 'SUBGRADE INVESTIGATION AND PAVEMENT DESIGN PUBLIC STREETS" BY CTL/THOMPSON, INC, DATED MARCH 4, 1999. SHALL BE COMPLIED WITH. 19. "ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 68 SHALL CONFORM TO THE MOST CURRENT 'STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATE OF COLORADO, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', SPECIAL PROVISIONS, AND THE MOST CURRENT "STATE DEPARTMENT OF HIGHWAYS, M&S STANDARDS". ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE STANDARD CDOT SPECIFICATIONS.' 20. CCLORADO DEPARTMENT OF TRANSPORTATION WILL REQUIRE A UTILITY PERMIT IN THE CONTRACTORS NAME FOR THE COMPLETION OF ALL WORK WITHIN THE STATE R.O.W. 21. "DEVELOPMENT OF THIS SITE AND ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT OTHER PROPERTIES OR THE STATE HIGHWAY RIGHT-OF-WAY. THE HISTORIC DRAINAGE RUNOFF RATE SHALL NOT BE EXCEEDED BY SITE IMPROVEMENTS.' 22. 'NO FEATURE (I.E. LANDSCAPING OR SIGNS) SHALL IMPAIR THE REQUIRED SIGHT DISTANCE AT ANY HIGHWAY ACCESS.' 23. THE OWNER IS RESPONSIBLE FOR INSPECTION AND MAINTAINENCE OF ALL ONSITE DRAINAGE FACILITIES. 24. PUBLIC & PRIVATE ACCESS INTO THE DEVELOPMENT SHALL NOT OCCUR UNTIL SUCH TIME STATE HIGHWAY ACCESS PERMITS ARE SECURED FOR PROPOSED ACCESSES ALONG HARMONY ROAD (SHEET No. 68). c- INDEX TO DRAWINGS SHEET NO. DESCRIPTION 1 COVER SHEET 2-4 PLAT 5 PLAT (NOT USED) 6-7 HORIZONTAL CONTROL AND PAVING PLAN 8-9 DRAINAGE & EROSION CONTROL PLAN 10-12 GRADING PLAN 13 OVERALL UTILITY PLAN 14-16 UTILITY PLAN 17-20 ROADWAY PLAN & PROFILE 21 ROADWAY PLAN & PROFILE (NOT USED) 22-24 SANITARY SEWER PLAN & PROFILE 25-28 129 WATERLINE PLAN & PROFILE 29-30 129 WATERLINE PLAN & PROFILE (NOT USED) 31-33 STORM DRAIN PLAN & PROFILE 34-36 DETAILS 37-38 ROADWAY PLAN - TIMBERLINE ROAD (NORTH & SOUTH) 38A UTILITY PLAN - TIMBERLINE ROAD (NORTH) 39-40 FLOWLINE PROFILES - TIMBERLINE ROAD (SOUTH) 41 FLOWLINE PROFILES - TIMBERLINE ROAD (NORTH) 42 TYPICAL SECTIONS - TIMBERLINE ROAD 43 INTERSECTION SIGNAL PLAN TIMBERLINE ROAD & UNNAMED PUBLIC ROAD 44 INTERSECTION SIGNAL PLAN TIMBERLINE ROAD & HARMONY ROAD 45 STRIPING & SIGNING PLAN TIMBERLINE ROAD (SOUTH) 46 STRIPING & SIGNING PLAN TIMBERLINE ROAD (NORTH) 47 DETAILS 48-52 CROSS SECTIONS TIMBERLINE ROAD (SOUTH) 53-55 CROSS SECTIONS TIMBERLINE ROAD (NORTH) CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: • 4/7/99 City Engine Date CHECKED BY: '; aC 7 151 4/2/99 CHECKED BY: CHECKED BY: CHECKED BY: /,.r )6. (cam Stormwater Utility Parks & Recreation Traffic Engineer 4/6/99 Date � a �m C0. Lli �� Q N g'm O � I N I I U LK S In yx _O t 0 LO Z H 5; D p Lj W U Q a } O H O N J O p U O Z Q O t` Lp Ln d I0 N I oa > o ��u _ •waui C', 01 Qi C 3Fq�f7i� jq�m�� F rnSag���o 0 i W O 0 cr O N O F K U Wy� F - N W u Z •� aN FJ acr ix z< W U U In o O V O a a 3a m < y a �a -moo �o� cOnz Z .7 o rn � n o m O o H a a Q a MM F� z 10 x o 0m 1 Wl as O x p U W V N '�xn wdNo �000 Ca 000, cc w c W F- C/I II- Z w U >- J _U o O a am o _ } C0 a O U w J Q Lu cc0LLU in %q OQLrO ¢ a=IL U m O Z 0 F Z J IL o x w w to Cr w O U a F IVPROJECT NO. 893-002 1 CHECKED BY: v-rA, U 2036 SBC-3 LIT i —o 100 2'-6• MIN. PREFERENTIAL BIKE LANE - SYMBOL DETAIL VARIES OUTFALL CURB 2 6 GUTTER 1r— (SEE DWG. 34 FOR DETAIL) L2'-10' 2'-2- 3'-4'R 8'-0• 2'-6' -i 2'-3' 2'-6- 2'- RIGHT TURN PAVEMENT ARROW DETAIL N.T.S. 4" DAVIS SAN OIEG0 BUFF AGGREGATE CONCRETE 1/4" TYPICAL FOR EXPOSED— ALL SECTIONS AGGREGATE CONCRETE P MMAIU CDI ACLJ DI f%I%V N.T.S. 4" DAVIS SAN DEG BUFF AGGREGATE CONCRETE PAVEMENT "ONLY" DETAIL N.T.S. PAVEMENT MARKINGS 2' STAMP PATTE FULL DEPTH RECONSTRUCTION 8'CROSSWALK 2'-6'T- 2'-2' — 3'-4'R 8'-0' — 2'-3'R 1 2 6' LEFT TURN PAVEMENT ARROW DETAIL N.T.S. 2' — AMPED TTERN FULL DEPTH RECONSTRUCTION COLORED CONCRETE SECTION ORDAVIS COLOR A TAN CITYAPPROVEDEOUAL STAMPED CONCRETE PATTERN (TYP.) — LONGITUDINAL CONTRACTION JOINT (TYPJ ((- 8.s" T -. -- I �-2' 8' CROSSWALK 2'—� 10' 24" WIDE PAINTED CROSSWALK STRIPES o EACH LANE LINE AND %2 WAY BETWEEN LANE LINES CROSSWALK EXPANSION JOINT DETAIL N.T.S. FLUSH WITH SURFACE I'/z�_Ll' i,1T,'li7 -aN TRANSVERSE CONTRACTION JOINT (TYPJ SAWED OR PREMOLDED STRIP LONGITUDINAL AND TRANSVERSE N.T.S. :)D STO SIGN WITH to TL-38M E� . (TV.) REVETS OR APPROVED HIGH N�TNTENSITY REFLECTIVE 2" PST- 2OF12 TELESFAR TUBING- PERFORATED 12 GUAGE OR APPROVED EDUAL.(TYPJ t2) TL-3e06 DRIVE REVETS OR EOUAL(TYPJ n 2-I/4" ANCHOR G!2F12AM OR EQUAL TYPICAL AS STATED N THE ' ^ UNiORM TRAFFIC CONTROL STREET CURB DEVICES MANUAL SIGNPOST DETAIL N.T.S. ORIZONTAL ELLIPTICAL ONCRETE IRRIGATION IPE *M O 12" �11 2 - #4 0 1211 I I E MIN PLAN SECTION A I f ANIf`DCTC f+n1 1 An a%rT A ■1 NTS 12CI11111Uf-` 112=TA 11 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 3"700 IN 5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ISELY COMPACTED ;KFILL TO 95X 1NDARD PROCTOR ISITY W/=2% OF 'IMUM MOISTURE IEFULLY COMPACTED -ECT SOIL 'RING LINE (LIMIT OF ASS B BEDDING INDITIONS) iAPACTED GRANULAR fERIAL (CLASS B )DING) City of Fort Collins, Colorado un ROVAL APPROVED: ��' 4 i 99 w7rZi Director of Erbneenng Date CHECKED BY: 4•Z•99 Water 6&�Wastewater Utility Date CHECKED BY: .edL26— Stortmter Utility Date CHECKED BY: Parks s Recreation Date CHECKED BY: Date CHECKED BY: 1 � 119, U WwU p. P iiwo g P V O¢ � NN �o�Z U QJO O J ) a¢¢ ¢Ya0Zw 01a < ~ W JZp¢V12 J} O J LLHNWpR aWyf( (Yi < OVZ222 VInD W U IG Z f w 0< o yf iO o¢¢« 3aituLL OU)w < < JOf W JV1U V W V f 3 W Z N Z j O aoFwr¢Y jio¢n �nNULLS'w2 �x<o� H N O W W W W Z p R N 0) O N � � U U < O W H < � 2 U K � Wl f < � a J W Z W a W < � Z Z < U W � Z < 2 m m m 3 2 w eri a (L a Q w ij H o N Z z 0 m a rY w/�D 0 90 wd00 z" r V) o2 124 .60o o0a [V li Q W H Z Iw- U >. J co _U O _ O Q� 2 Lu O a O U Lu Q co QUOJ z wZ�O cc v W oi►-� :3or(n¢ OaCCO Ii=LLLL PROJECT NO. 823-001 DRAWING NO. 47 4955 EXISTING 16" VIATER 4950 4945 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 4955 4950 4945 4955 4950 4945 -7 -- -- 4955 4950 4945 -7 • R.O.W. 4955 Ez I 4950 w i0 I u cc oa j 4945 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 1 5+00 4955 4950 4945 J IV IJ cV Z:) )u 35 4u 45 50 55 60 65 70 4955 4950 4945 Ili 1J zu ZD ')u 35 4u 45 50 55 60 65 70 � R.O.W. • TAIL FOR - CIDF R SIDEWALZ AND SECTION v rn PROPOSED GRADING ---------------- lw ---- -- ------- ------- ----- ------ --- 2.25 EXI TING z z j- Z� I o w j UO w¢ cn a 0 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 4+50 4955 4950 4945 -7 4955 4950 4945 4955 4950 4945 C 5 10 15 20 25 30 35 40 45 50 55 60 65 70 _ R.O.W. I ti o ----- ------- ---- q; ww Lo ------------------------ Exi TING zz _ _ _ 16" ATER Z� Ow w0 0 -65 -60 55 -50 -45 -40 -35 -30 -25 -20 4955 4950 4945 4955 4950 4945 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 4+00 aF CITY DESIGN VARIANCE WAIVER GRANTED I955 950 945 955 950 945 lu ID zu z5 3u 35 40 45 50 55 60 65 70 iF:�6FS „'•"awl„ �:'- ::PvTK„�'YCl�?�'?� NIII mmm W W W Z p o � 1 W Q U o Q 0 W Z Q s U yF 2 Q � J W Z (Wj Q W W 7 Z m m o o cC d a Q J1i1 II f dll a Cr w a z z 0 ° a 1 V z� N .JAAF7BF v rr� �Eo F�V R r 0 P Ir w f- 2z I.- U � J � Q (U 25 O I- w Q 2 LU _ O 0 a v Lu -j Z Z J W Z ILL O QOV 7 Q o OQAO a CL LL _ PROJECT NO. 82MOl DRAWING NO. x H- O 0 Q O Q w z -1 2 w m 00 H m i Q zy P ZO U a w O o fn0 oNc"> WOQ I H Q 2f6 n SBC-3 m 3+00 k > trt R.O.W. 1 N i 4 `151-) 0 Let---+ -- i o w 4955 - �%:r.i��l�le_ - I +_ 2.30y6 v Z n LA E 4%0 ►'ti, g¢_ I a 1 _l 1 1 IL -L -1 1- l a _a 1 a a a 1 a l l a 1 a l l a a l l l l l l l l l l l l a 1 1 1 a 1 1 1 1 1 a 1 1 1 a a 1 1 F a L 1 a l l l l a l a l l l l l l a 1 1 L a _1 -1 a a 1 L a 1.1 1 _l _L- 1 L�i�_ 4'14t) W O 4945 .,I 4�4' �� �i �� u li W _ C `r tri SEE MFDIAN SEE DRAWING 10 R.O.W. > DETAIL FOR 4'i`'`' a 4955 I `t _ SF CT ION � FOR' SIDEWALK SAND m 2.?6b• pS; I x - _ � F � PROPOSED GRADING L w 4950 O ' 1 R r a W a ' o viiz ainnlw 1 II II I I I II a 1 1 1 L 1, 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1{ 1 1 1..1 L _L_1-1 1_. L__1..1_- - 41411 Um `C' I II II II I II II II II II II II II II �t s w� 4945 1 4, �' ' i l 4 11 4 ill Vic. z¢ > inoa¢-z dIP ` t 1 I 'a 'oP,¢aa± -arras 4 5 0 HBP OVERLAY, THICKNESS VAR/ES, t .� b �O R.O.W. w w w z n 9_5 lCA F; , - - 4 ,I1� o o v0iO1i p N � L j W w W Al • a I - .- -- • _ -_- v 2.25 / I p p z x - 4`ill V1 a g 1 i 4%0 zlr \ v W ¢ 4 I Z Q z K z O7 U u,K0r I w > to LL F F m _ _ _ l 4i 1 ;o W �In it 4945 1-1- 1__l _ 1 a a_1 1 1 a 1 a 1 a 1 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L L 1 1 1 a 1 1 L 1 a 1 a 1_ a s L a 1 1 1 1 a A -a i� 1 1 L 1- 1 1 L a a 1 1 1-1 1--a a a_ _ 1 1L i( a d a W. 7 srtr -70 �,', l,ii 4' 4i1 R.O.W. 4955 SEE MEDIAN tvOD 00 F RESIDE AILK AND 4 it 1 1 DETAIL FOR P OPOSED G ADING SECTIONTT 2 25°/ I _. f ZIZ ---- 495(4 4950 " r Min { z 1 I I I pW 0 1 O W t]C 4945 1.- 1�_��- �a a L a_ l i _l l 1 a- 1 1 i l _l l_i l L i �1� _1 1 -� _1 a 1 L 1 a L 1 1 1 1(G1{, 70 t ('o 1.1`, �u 4'I 4u a lip u� 30 , 4� 4'0 0 O r' M R.O.W. 11 '� woos. 01 1 i.ai•i• x ULl a o 4950 - DID - �,nli' z LU II I 4945 -70 65 60 5`.> `�(I 4`1 40 In I', ��� � /`, iU `', 4(1 4 M ) �F CiTY DESIGN VARIANCE WAIVER GRANTED R.O.W. I - 4'110) 4955 - _ N N SEE EDIAN rn SEE RAWING 10 04 — o FOR SI EWALK AN 1 DIET SE TION R PROPO D GRADIN 1.330 4950 ---— - -_ wIW At j IN� Zz j eC J J O ZIll cr U I k,LU v w w Z 4945 o Clt c+ iClrt tiny, C'��1(�ta y45 U) cn o_ a. -70 -65 -60 -55 Str O 45 40 3', 30 ?`, 20 I5 lu 15 i�� 7', i0 4�1 4', 5 1 �I,j�y per,}V ,fir.` t�'i�AL / l(1 w g i g + `)U �E CITY DESIGN VARIANCE WAIVER GRANTED APPROVED: o &- it �/7 J � F c+o j ):n ctor npinerring Dtte = j O i CHECKED BY: yl)c w IL L)Z (1)--- ---- - -- - - Water & �ctewater Ulllit Ua to � Q to p -jU(7z z_ H 4955 — - -- _ CHECKED B EXISTING Stomas=.sated Utility Date- W Z LL OU o to + RECO W w CHECKED B: ill-U) Ill - DRAWINGS o o M Z Z Ftr'ke 6r R Dil - 9 5 0 wi D W_ to on w p Q 4950 - - -- - - — _ HECK — - -?lioso Drawfings of Record FtoVe seas prepare ase upo info ation submit ed by the C NTRACTOR. Ile this 1 XI. 1 ING (~> CHECKED B LL ~ Info ation is bell ed to be re lable, Sear- rown Is not 16" A I I R O Dote Is not responsible or Its occur cy, nor for errors or om Isslons PRo�Eci No. which may have b en incorpora ed into this ocument asI'll CHEGKEQ \ w ¢ J to o_ 823-001 4945 P i_�.u� __ _ 1 _1 1_ _ 945 t -7 I 65 60 55 `)0 45 40 �`_, 30 -25 - 20 -15 10 5 0 5 10 I5 20 ?`) 30 35 40 4') 50 ')') DRAWING No. t 4g?1 3+00 2436 SBC-3 Ln VI COO z c� 0 vi �o o 2406 N SBC-3 m z fM W O 2036 N SBC-3 00 4900 496P R.O.W. ' • u; � I I .. . ..... . Jill .. . .. . 000 ' to I l 2.42% I Uj lie .1 1 1 9[ 1 1 1 L-�1 1-. l-1 _l. _l. 1 ! 1 1 1 1 till4' 4�, �� �I � 411 q'� 1)0 0 V, 85.5' RT 4960 R.O.W. o sr e V I zz �:. D J I I ZOZOO � F � 4(Y)0 - _. L._1_1.1- !! 1 1 1 _1 1. 1 1 t 1 1 1 1 1 1 1! 1 1 1 1! 1 ! 1 l I l 1 I! L 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l 1 1 1 I 1 ! 1 1! 1 1 1 1 1 1 1 1 1. 1 1 1 1 L_1 _...1.. 1. _L 1 _l _L 1 L_l .. 1 1__L-J__. -_L. 1. 1 1. _. __L -.1. 1.__1 L L.1 _.1 1__i__ _ 4'1')0 ' RT jll 0 HBP ovERL4Y, THICKNESS vARIES, SEE DRAWING 10 4yF,() _ TYPICAL FOR SIDEWALK AND PROPOSED GRADING �❑ R.O.W. 4 •I SEE MEDIAN N.a• I DETAIL FOR SFCfiION III w 2.2796 , Z_'Z_ I - - 43.)() - 1 1 1 1..1 1 l 1 -.1 1..1 1 1 1 1 1__1_. 1...1 I LL-1--_.L I _1.. .1-.._1 _L- 1-. � i i 1--1. _1.-. (� - _ �� _ 1_.1.-1- 1 1._1. 1 1 1 1 1 1 1 1 1 1 1 1 l 1 L 1 L 1 1_..1 _l. 1 1 1 L 1 1 -1.-1. 1 1 1. 1- 1j L �a _ � 1 _. l_ j ' lil Q, Ill ,li /� 41i 'III ;'ll I _ i i i - i i i i_. - 4�j'7(� II I — III i(i i` 4( 4`, 5u f,n 85 RT r' , W W z z R.O.W. 41io v Z rI o � W 4955 - - - -- -- 2.r% „ 1 I 1 1 l Ij l - 49J(iI _.. - - .� -- _ 1-1.___1_...1._i. t [ _ -_l__ 1 1 l l_. 1 1-.1_.1 _.1..1 1 1 1 1.1 _1 1 1 L..1 l.-1_-1-1 -L-J_- _L�L..1 1 1__1--�_ 1-_L.Ll_ 1 ..L_1 1 1__l. ! 1 1.1.__1.-1 _l._l-._L._1 -L. 1. �1..1__L- J—_L� 1 1 1 1 1 1,0 ' '.II 41: 411 '�', itI f(] '. l) II ', III ', 'II ,i i� i i i 81' RT � , jll i 40 4 , ,U � � I,U I.'� ill fi+rul 4900 -- 4, (,� R.O.W. I ' SEE DIAN DETAIII. FOR SEE DRA ING 10 SECTION OR SIDEWALK AND 2.29 /o OPOSFD GRADING I i � I - 4 95 0 Ili.11116 Jill 1111}-- _�-�� 1 1 1 1 1 1 1 L 41 j t,o I 00 Y4U ', iU 70 1,, 10 10 r`, ill i', 40 41, 1)0 ill 75' RT `i` ) 4960 T__ T_ _ _I I I 4%0 -+ 1-LE�tl Fort C, 41i� {►#l»'�c�i► ' T, (0 - 05 -60 55 DO 4' 404 UTILITY PI.�.AI I ,1((�4' �V " 4 7 APPROVED: — Director of Envirrering 99 Ds�" 496o RAW NGS _OF -RECORD CHECKED BY. Wmrr a. �, p ues Utility ---- Darr These Drawings of Re ord have bebn prepared used upon CHECKED 9Y. � _ b-q Information Information aubmitted by the CONTRACTOR. Whl a this Scc— ,rnmarer Utility DArP Is believed to be rellab"le, Sear -Brown Is not 1s not responsible for y nor for s or ommis Ions 49) 1 _ �y have been lnco orated� � Unto this document as ahrosum ' �liFi'kf as Mil fry: 4950 - 70 -65 __60 -55 50 -45 40 35 30 1`) ?0 5 W W Q zU u1 O III (A W 9 a 10 5 1 2.34% R.O.W. I I I I I 7 4 00 W W - R.O.W. 49(�� J J z13 50 ) SEE MEDIAN N ir a DETAIL OR _ _ SEE DRA NG 10 - - - - OR SIDEWALK AND 4cjr r) `"— 2 42% ROPOSFD GRADING 4950i 0 �) 10 1') ?0 75 30 35 40 45 50 55 00 65 70 6+50 w w w z n o � I Cn � w w � w M �- � U Q a � a O W � = a s U � � W Q Q � W W J w W = Q Q U W U W = m • m z cc W LO 0� ad �� aac wLu off xa o� �ll c �w NU } Vl C_3 w 0 ul O O JU(7z } J W z _ O ir0LLU o2F- 00:�0- OQLCO \a 0-1:LLLL J �PROJECI NO. 823-001 DRAWING NO. O oN Q O x W z W 0] + I ZN � 0 0 j W S o�+ WOQ CC F- U N H 2ax N SBC-3 °D 4960 4955 4950 -7 4960 4955 4950 -7 4960 4955 4950 -7 4960 4955 4950 -7 4960 4955 4950 4960 4955 4950 4960 4955 4950 -7 . 1t0 0D SEE MEDIAN ti p 4960 R.O.W. a' SECTION � `n n - - -- - - rn - rn ----- -- - - - - -- ------- 3.84% � rn , --------- ------------ - -- -- zz - 4955 j IS TING z� I-- o SEEI FOR AAWING DEWALK WATER N a D j 4950 I 87.5' RT 10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 13+00 0 rn� 0O 4960 R.O.W. I 3.49% Lc ------- -------- ------- ---------- - - - - - - - - - - - - - ------- ------ 4955 1 I J UW O a I 4950 88' RT 10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 12+50 c~n ti SEE MEDIAN to 4960 R.O.W. 1 -- ----- - ------- ------- °' SECT1 N rn 3.69% ul �n `T FOR PROPOSE SEED R SIDEWALK WING W AND GRADING - ---- -------- ------------- -- ----------- ----------- ---- -- v - -- 4955 I ----- ------- Z-- TING t u W o WATER a 4950 1 90' RT 0 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 12+00 0 v to v NM ir R.O.W. cp Q Lo (P 3.59 Yo a)4960 N Lnv �p - - - - - - - w W - - - - - - - - - - - - - Q i 4955 I 1 v LU ¢ TING ATER a — I 4950 89.I 3' RT 0 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 11+50 4960 4955 4950 u cu u 55 4U 45 50 55 60 65 70 11+00 4960 4955 4950 4960 4955 4950 u IJ cis z5 su 35 40 45 50 55 60 65 70 10+00 S i k: >- m w 0 !N z 0 N w oc ii' ipa= o oYZO w ypI�ZWO Z U f � f JJpp i fJ>N t fpp pZy2w (j?40 va.wly �W�y `Jw JO H yj2~ W R Z J Ny F �ouw 3Eww jyy�� ga t idaiiZ iig rw w w z w o � I R W W o W m W < s � U K Q W i m W J < < Z W < � U 2 < r r W U W x 'off m a W m Z Q aQ W Lo aN a d a¢ o ff o visit ol z 0 ° 0 p S OR ►��'j � Ir s �/� r� 2 �2eo x D O LU o 2z ¢ V Z �ry �Q w U W O F-W q� �_+ J ¢ �CY) wO O 1 d a m ai � Q N QUOZ 00 05— > } Z J < W 0 wz�0 o N+ w O U W 0 M H F p U 0 7 =Q N Q O 0<5 W o Q a Il x tL 0 U PROJECT NO. 823--001 DRAWMC NO. 5 L 24X36 SBC-3 ., ••. ,. , :.may, F`"• •r,. , - - - - - -. - r ,. :. .. . ,,. .. .. .. .. ..�. .a-.n�� � l - ` rtjy�Yy'x,lwf i�i"�'!"n^ Lti�F„<r �hp"-''-'�{":' .'f1r..; 1.. Ln n] 4970 4965 4960 4970 4960 -i0 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 4970 4965 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -IS -10 -5 497pR.O.W. O W 4965 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 4970 R.O.W. ------- ---------------- ------- -------- ------- ----------------- ------- -------- ------- HARMONY ---------------- ROAD ------- INTER -------- ECTION ------- ---------------- ------- -------- ------- ---------------- ------- -------- ------- --------------- W w J J Z U Ow 0 O W U) 2 a Fort Coll* Colora 10 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 Lrildry �� 7 2 0 + 0 0 APPROVED ireda a ; n!srring CHECKED BY: aev k amer Utility Date HARMONY ROAD INTERSECTION CH CK.D BY: t-b-fy aver _______ ________ _______ ________ _______ _______ ________ ________________ _______ ________ _______ ________________ ____ __ ________ ty -------__ -�-_ tu w ED BY: zz J J ate Z CH CKED BY- O w UO BY: LU JU) Cr 0 5 10 19+50 4970 4965 4960 4970 4965 4960 15 20 25 30 35 40 45 50 55 60 65 70 HARMONY ROAD INTERSECTION to w zz J J zV Ow UO W lL r)a I Ili till IIII lilt III, I IiiIIIII till IIII 0 5 19+00 4970 4965 4960 10 15 20 25 30 35 40 45 50 55 60 65 70 SEE DRAWING 10 FOR SIDEWALK AND\ SEE MEDI N DETAIL FOR SECTIOIN 1.07°/; ---------------- - 1.9494 - ------- - J J Z Ov _w U 0 w¢ to a 4965 4960 -70 -65 -60 --55 50 45 40 35 30 -25 20 R.O.W. 4970 4965 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 R.O.W. 4970 4965 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 15 -10 -5 0 5 10 18+50 4970 4965 4960 15 205 i0 35 40 45 50 55 60 65 70 IIDD iILD -- --- 1.7s 4 — ------- ---------------- --------- --2. 4°7 ------- --- ------- 0 - ------------ I 0U w¢ to w a 15 10 -5 0 5 18+00 R.O.W. 4970 t I I 4965 i I I 4960 10 15 20 25 30 35 40 45 50 55 60 65 70 92' RT SEE DRAWING 10 FOR SIDEWALK AND R.O.W. ICD • DETAIL OR co SECTI z z -- ----------- --- -- -- ------ - -- - - --- 0w c~i - -- --- I 0 W U) tt a 0 5 10 17+50 0 17+00 5 10 4970 t I I I 4965 i I I 4960 15 20 25 30 35 40 45 50 55 60 65 70 92'RT 4970 R.O.W. 4965 I I 4960 15 20 25 30 35 40 45 50 55 60 65 (0 93' RT 11111119 r > mY > W WO H OW - O� U F < OyWO J 1AF ,Dzm`aS oW JZOWN r'Fr0<>W< J mM m Z<WULtO i0¢�<,. O '-0, /y� V NNUIWiZ WZ J�XfoU -RWOUH< zo1 o N �M.,a ioii3�q W r > mY > W WO H OW - O� U F < OyWO J 1AF ,Dzm`aS oW JZOWN r'Fr0<>W< J mM m Z<WULtO i0¢�<,. O '-0, /y� V NNUIWiZ WZ J�XfoU -RWOUH< zo1 o N �M.,a ioii3�q W W W z m w U a o W F z 2 2 � r ¢ w ¢ w _, '� W Z U Q W 3 w Y atL IL Cc off o u� zyy Z O g pG 0 �MIn z w W �D y 8 O U Z� �p.�o N � P O 2 wLu F- U W z J co U O Ir W O ma o m + LU Q2 ¢ N = j J t� a O z U -1Q to 00 U(�� Z F� _ z } Z J < W O tuzJO cN+ pr0LLV ,.mn 021-� o N� 7¢mt= W O< O<TzO �¢f- a S LL LL U M tOJECT NO. M- 001 1AMNG NO. 52 2036 SBC-3 ry a ,� : y e...,; cx :, ;: ;!�..+.rt,s. w:-giy' K .,.. 9F`., ��1r'��'- a -r x;"�!' _� •�. _< - w R.O.W. I In 4970 I'N I is I 1 4965 75' LT 4960 .,r �:. 'n .,�.-t.-'U`"`r6S> Y.:roa YT 'F^*-42eHRs,.:ur vAq�sl+'R,+R, 3^y'�"1i'.`P.1sr#x5fp5"•'" .r..3A Y.M T'e`.�. :hY R.O.W. SEE IV EDIAN cn ao ' �p w DETAI FOR ' N N J l0 TIMBERLI LANE 2.39% 4-B- _ -- Q------ -------- EXI ------- NG ROAD ---------------- AY ------- ------------ --__ w ------ -----__ -----_ ------- ----- ------- -------- ------- ------- -------- ---------------- ------- ---------------- p EXISTING EXISTING ----- — -------- ELEC. uJ a 0 8" WAT R WATER 0 ELEC. -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 R.O.W. 4970 4965 I 75' LT 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 R.O.W. 4970 I I I 1 4965 I I I 76LT 4960 0 5 10 23+50 15 20 25 30 35 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 40 45 50 55 60 65 23+00 4970 � I I 4965 4960 1 75' RT 4970 FLOW I 4965 1 I I 4960 1 70 76' RT M v S E MEDIAN Go • AIL FOR • w w v SECTION en 2.33 0 ------------ - - - -------- 4:1 __ ------- - - - - - ------- ------- ---------------- ------ -- -- - - - - -- - - -- - -- ------- -------- -- - - -- -- ____ ______ v0 w 0 EXISTI G EXISTING 0 ELEC. ______ ---- _- ELEC. - LU¢a 8" WAT R WATER—. -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 R.O.W. 4970 I I I 4965 I I I 78' LT 4960 0 5 22+50 11111119 R.O.W. ; W 4970 R.O.W. ; W 4970 I ¢ W w w U W = I 4965 s it � j 4 I z i � U j m m 4960 1 '�'=��;QWo 775'RT 10 15 20 25 30 35 40 45 50 55 60 65 70 a a a 2 o H o r R.O.W. o+ N — Lf; 4.0 l0 U � • w w Q EXISTING ROADWAY o_. ZZ _ _.. -- - p v ui 0 ------- ----- OEXISTIN EXISTING ELEC. ELEC. wa 8" WATER WATER -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 R.O.W. 4970 I I I 4965 1 I I 80' LT 4960 0 5 10 22+00 4970 I I 4965 I I I z 4960 78'RT N 15 20 25 30 35 40 45 50 55 60 65 70 R.O.W. r- SEE MEDIAN DETAIL • FOR • SECT1 N u' "' EXI NG ROADWAY 2 33% ------- ---------------- - --- ---- z ----- ------- ------- - ----- pw OEXISTIN EXISTING ELEC. LLEC. v0 8" WATER WATER w 2 cn a -70 -65 -60 -55 -50 -45 -40 -35 -20 -15 -10 -5 R.O.W. 4970 I I 1 4965 I I I 90' LT 4960 4970 om 4960 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 2036 SBC-3 0 5 10 21+50 15 20 25 30 35 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 40 45 50 55 60 65 20+50 4970 1 I 4965 I I I I 4960 1 80' RT 4970 R.O.W. I I I 4965 j I I 4960 1 80' RT 4970 A.O.W. I 1 i 4965 j I j PROJECT NO. 4960 1 823-001 IO 80' RT DRAWING NO. DID10 24X36 SBC-3 R.O.W. R.O.W. 41I i I 4970 140 i • SEE A*DIAN j DFTAIt FOR 1 SUCTION ��,{i� ---- 49F l TIMRFRI-INi LANE 2.39M. f IS ING ROAf11+VAV , p �1� C.,.i I I l N 75' LT 4960 L—_L J 1 L L__1- L L 1 1 J J 1 1 1 J J 1 1 J 1 I I I 1 1 1 1 1 J l 1 1 1 _ _1 4C1E 75' RT R.O.W. R.O.W. 4970 4970 I� MD + � � � � �l� 1 � 4`�(„ • pK 2.37% � J - _ _- " NG ROADWAY 1 1 41 err - I I V.1`• I � , 75 LT 4960 - 1.-_I l L l 1.1. - l 1 1 1 J 1 1 1 11 1 1 l l 1 1 1 1 1 I l l l 1 1 1 1 I 1 1 1 1 ! I l l 1 1 1 1 I l l l 1 1 1 1 I —1 1 1 1 I 1 1 lA ; 1 1 1 I 1 1 I 1 , 1 , 1 , L 1 1 , L 1 L J 1 1 l 1 L - L J 1 1 1 1 1_1-_L 1 .L.�__1_ L 1 ._1 .L. 1 �- 1—L�1 (❑ 4'i�,Vl 1 (� 4'. ,u i.l� 1, ire 76' RT R.O.W. R.O.W. 41M 49I0 j' Ire j I p 1 SO MEDIAN °D 1 Hr DETAIL FOR I �� 1 4111�', I I I % 2.33 � � ---- -- XIS ROA AY I j 4:1 Uw , , I XI , I IN( Ill1-.1 76 LT n (i` �I �1 _. 1 I 1_ 1 1 1 1 i 1 1 1 1 1 L 1 l + 1 1 1 l l 1 J 1 1 1 1 1 1 1 J 1 1 1 1 1 I 1 1I J 1 J I 1 1 1 1 1 1 1 1 1 J 1 I l l 1 + 1 I 1 1 1 I I 1 1 1 NI� lw101LWL I I I I I I 1 I �, i i �L_ 1 I Ll._ 1 I _Ll L 1LL I I 1 1 _.. _ J 1 1 1 4rjF r I �,', � I 41, 4� �:�, �,� �', 5 4r� 4' 77.5' RT R.O.W. R.O.W. 49/U 'rn 4'i/A I 1 4'll,', • /. 2.3? W w XIS NG ROAD AY 1 4 it I 4.1- I 1 U �w ui0 xl`, IN WA I I k ; I XI', I N WA l 78' LT 4 1Iff . . L.11 _1 L � -L 1 1__ 78' RT f0 i11 t,(i 4', v ;', 4()41, l,u „ 0 HBP OVERLAY, THICKNESS VARIES, TYPICAL R.O.W. R.O.W. 1 j 4970 II ~ SEE MEDIANkc Ln DETAIL FOR ' j 4965 A.1 . - - _ 2.33% w w rr SECTION EXIS NG ROADWAY 1 __ oIw U0 w¢ xl', INI �,:� WAI;,� I X- I wl, wnlll< ! 80' LT 4960 } 1.�_�_1 L L 1�_ 1 1 1 1 } I �1 } 1�� _ 411(,V1 I 80' RT -70 W) 00 55 ', i 4'1 �' ;� 7', 7U 15 ?1� ?5 30 35 40 4'> 5u hU 6', M R.O.W. R.O.W. 4970 4't/V 1 • EXIS NG ROADWAY 2.3 /° — 49611 L Z rl _ 4 1( O'w f XISIIN I XISIIN(, �-� fi" WAIE IZ WAIf ft , l LU L d asaiiiil a F)16fi8 1 1 1 1 1-- 4 %0 1 90' LT 4960 70 65 - 60 `) 50 45 40 31, S� ?5 20 15 U ?C ?`; 30 35 40 45 50 Uib TY PL,AN' AP"RO�;A� 80' RT 4965 - 4.1 DR WINGS F RECO D 4960 70 Th@s Drawings Record have been preppy l based up9 40 lnfbtthation subof While fted by the 'CONTRACTOR'. this ' Information Is believed to be reliable, Seor-Brown Is not Is not responsible for Its accuracy, nor for errors or ommisslons which may have been Incorporated Into this document as a result. APPROVED: C 1Qzvl 4��%q 1 21+00 LXmtor ofl Fri inccring Date CHECKED BY: R.O.W. 5EE ME _ Water L•. Wasteivanac Utility Date 4 9 7 P1 DETAIL O Ko, C ECKEO BY: SECTI IN Sto:l,lwztcl Ul Date 2.35% •� EXISTING ROAD AY FCKED BY: 1 w - - w ' al a 4r Fo- rc• tian Date ._ - 4965 C F'CKFI3 el U O EXIST IN > E XISI Ill Delta, f l f C. p LU 8 W A l f R W A I E f� C FCt'FO BY: c~ � 0 w Cr D�br cn a 20 ?5 30 �: 35 40 45 50 55 i 60 65 - 41 6 PJ 1 80' RT 35 30 - 75 ?0 -15 - 10 0 5 10 15 20+50 J N O W W Z < J a u a } Iri w a a � >� Z !n o Ln W N U W x- H Q J I W 0 a m x f� lD In V M (V a W l( • r.Q¢ Q C QWW j3"I 1. 4 < vIn ;a oa¢�Q. _01 z aQ < ,¢-¢a_ Wou. Q O-1 v+ z0 l W W W z O 13 0 0 0 o N W U Q o 0 W � = a s � U W a \ a J W W tl Z Q Q Z I m m W C o-1 W= 02 C ayt Z acQ W IL) a II ii t1 CC ff C t, a o O 0 CC O z 0 0 Cr W z ..J CC Uj m � F N I � to to OO Z a�� o N + p U N N J CC Illll PROJECI NO. 823-001 DRAWING NO. 53 pA f Lm ' 4 V o� 4956 4952 4956 4952 12+00 3 2•-6' 1'-6. 4956 1 4952 -60 -40 -20 0 20 40 60 11 +75 . I -60 -40 -20 0 20 40 60 o, uj .r S 2 �i tL 10 I` m N m Oi < < < Ld < < < N O O n N 00 w Of x O 0 O n m m L; i < z 4956 4952 4956 4952 11+50 n 0) rn a -60 -40 -20 0 20 40 60 11 +25* -60 -40 -20 0 20 40 60 4956 0 4952 4956 4956 4952 4952 FIXED FIELD FIT WING RAIL TO SAM AS REOUR OF RAIL. ATTACH WWN TWO USE 2-40X3/B' LAG 4-1/2 x5/16BOLTS WITH TO ATTACH 101-00 NUTS AND WASHERS (SEE '1R O POST MIN. WHERE WALK ADJOINS A CURB IT SHALL BE NOTE 140. 3 BELOW) CONSTRUCTED 1/4 INCH ABOVE THE CURB * CI01m 4 1 /2' OPE TO CURB-1 /4' TO 1 /2' PEER FT. NAIL WING RAIL TO STAKE WITH 3-16d COMMON NAILS m N VARIES of • - a• •• •-. - • •A .n •• • a• • • - . • - • a, -a- a , i , , 11111111111111DmIll 000 2'Ar RAIL INFLOW CURB & GUTTER A3 I•-6' to'-0' A MIN. CONSTRUCTED IERE WALK ADJOINS A GLOW IT SHALL BE 6' TRUCTED 1/4 INCH BOVE T1E R CUB 4 1/2• \ SL:` To CURB-1/4* TO 1/2' PER FT. • • • I VARIES 0 OUTFALL CURB & GUTTER 12+50 A7 -80 -60 -40 -20 0 20 40 60 4956 4956 4952 4952 12+ 25* 1 -60 -40 -20 0 20 40 60 SIDEWALK 11 + 00* GRRADosED .CROSS SECTION WITHIN (TYP-) (TYP-) CROWN TRANSITION 4956 3 4956 at 4952 4952 -60 -40 -20 a 0 20 a40 60 OUTFALL FLOWLINE ELEV. (TYP.) INFLOW FLOWLINE ELEV. (TYP.) 10+ 75 . 1111111111111�.�11.. :• •• 1 1 1 • 1 .1 71 • 1 • 9 • 4.O -IL TYP T'� 4.oUcIMAX 9DEWALx L_ ouTFALL INFLow CURB R GUTTER CURB Nk GITTM PARKING ACCESS TYPICAL SECTION M 4956 4952 4956 4952 ACCESS RAMP DETAL n 6' 10• PaaTs 2'.4' STANCE FOR TRAFFIC DIVERTED RIGHT, REVERSE ANGLE OF STRIPES ON THIS SIDE 10 AND MIE SWIM M"CAL) RAIL LENGTH TABLE* TYPE 3 BARRICADE LENGTH FIXED MOVABLE F-A M-A B'-14' F-B M-8 15 -24 F-C M-C 25 -35 F-D M-D > 35' 6'-6' MAX 4. NO JOINTS ARE ALLOWED IN THE FLOWIJNE. SIX •ICI WIDE CURB LIP ' 4• MIN S- MIN. OR 'DUMMY JOINT' MAY BE TOOLED En NO CLOSER IMAM 6 INCHES p` 0 FROM FLOWLINE AS SHOWN. Z N s MINIMUM Hx1FKYiElE iRHIaaNEss IS •INCHESPER L "NTER5ECT10N FrM/(X4 MAX fl LIP paa FOR TRAFFIC DIVERTED LEFT. 6. JOINT PATTERN TO BE ACCORDING TO - GUTTER VARIES!;�l REVERSE ANGLE OF STRIPES D DI AM D-17) OR AS DETERMINED BY 7HE d �p' 6.0 ON NIS SIDE CITY ENGINEER. 7. SWIRLED MIDOD FLOAT FINISH IS REQUIRED OVER ENTIRE 6• CURB AS - SURFACE: OF RAMP AND TRANSITIONS. FOR LANDSCAPING &A B INCH WIDE CURB MAY BE POURED AT DK BACK OF THE TYPICAL RAMP CROSS-SECTION �+ RAMP AS SOWN IF REQUIRED. F CURB IS USED FT SMALL N.T.S MATCH THE CURB AND CUTTER STYLE OF ADJACENT CURB AND GUTTER. MID -BLOCK PEDESTRIAN RAMP DUAL t` ND Un M N e> _ 80% N � 4111 00•ICIER TO r-PROPERTY UK � 1 3 1. MAY BE FABRICATED OF LUMBER. ALUMINLM OR OTHER SUITABLE LIGHT WEIGHT MATERIALS OF STRUCTURAL SOUNDNESS. 2. TYPE 3 BARRICADES HAVE 3 REFLECTORIZED RAIL FACES IF FACING TRAFFIC IN ONE DIRECTION AND 6 IF FACING TRAFFIC IN TWO DIRECTIONS. 3. FIXED BARRICADES FABRICATED WITH TIMBER POSTS SHALL_ HAVE THE PORTION OF THE POSTS BELOW THE GROUND LINE DIPPED IN HOT CREOSOTE OIL THE PORTION OF THE POST ABOVE THE (MOUND LINE SHALL BE PAINTED IN ACCORDANCE WITH THE APPROPIATE GENERAL NOTE. 4. DETACHABLE EXTENSION RAILS FOR BYPASSING OF CONST- RUCTION EOUIPMENT ARE PERMITTED. WHEN NECESSARY, ON FIXED OR MOVABLE TYPE 3 BARRICADES. THE LENGTH SHALL BE ADEOUATE To CLOSE THE BORROW PIT AND/OR SHOULDER AS REOUIRED. TYPICAL TYPE 3 BARRICADE A• co% MAX 2.OX MIN. 477.7111M.7117 SIDEWALK (TYP.) I I 4,0% MAX. lox MIL OUTFALL CURB, GUTTER DRIVE TYPICAL SECTION TIMBERLINE ROAD) . . . . . . . µ- 7I0L JDINi ........ .... .. • + • • • • • • • • 1. RAMP LAM M6 S HALL BE C04CEW COLORED WITH 4 L1S _ - _ ♦ _ _ SACK DAYS Ns 1117 (TRUE RED) PIGMENT Olt APPROVED . . . . . . EQUAL DAMS CLEAR SEALANT OR APPROVED EQUAL SHALL ♦ . . . BE APPLIED ON ALL COLORED COMCIWX SURFACES • _ 2 COLORED PORl10N OF THE RAMP SHALL BE POI SIPARAI AND DOREI.ID INTO ADJACENT CORCRrIE WITH A MN. OF B EQUALLY SPAS, 1e• M DVMRMIED BARS DRIVEN Ii MIN. III 3 TRANSTIOIS ARE TO BE SCORED PERPFI'dQAM TO TRAVEL DIRECIIOI as •a-=� _ 101H SIX 1/4' DEEP TOOLED JMTS HY ON CANTER AS SHOWN. 'DUMMY 4. NO JOINTS ARE ALLOWED N THE FLONUNE 6' WIDE CCR! OR JOKY III MAY BE TOOLED NO CLOSER THAN 6' FROM FLOOUNE AS SHOWN. 1 a 1401 CONCRETE THICKNESS IS 6 INCHES _ a JOINT PATTERN TO BE ACCORDING TO INTEIMC710N CUTIER DETAIL• (DETAIL D-16 . end D-17) OR AS DETERMINED BY THE CITY ENGINEER. • FCOnUM� - 7. SWIRLED WOOD FLOAT FINISH IS REQUIRED OVER ENTIRE SURFACE OF RAMP MCI 7RAN"ONS. . . . . . . 6. A 6' WADE CURB MAY BE POURED AT THE BACK OF DINE RAMP AS SHOWN F REQUIRED. F CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND OUTIER. . U► • . . 9. SEE SITE PLAN FOR RAMP LOCATIONS • . IQ SEE SIGNAL/ INTERSECTION PLAN FOR TIMBERLINE AND HARMONY • SIGNAL INFORMATION. PLAN VIEWFOR .♦.♦'•'•'•. 1/4•MAX FLIA NOT COLORED CONCRETE • '11!4 vAHeEs �, 1:12 SLOPE M/1X ♦ x COLORM CONCRETE T RAMP WITH PARTIALLY COLORED CONCRETE SECTION A -A PEDESTRIAN RAMP DETAIL H3 - wt EXPANSION HEADWAY V07H JOINT IL It CONTROL JOINT b CONTROL JOINTS REQUIRED FOR m PANS OVER 40' W FLOW- n-oWtINE LINE > N g 1 TOOL C'ANTROL TOOL JOINT • IW O.C. JOINT JOINTS DOWEL IF COLD JOINT PLAN VIEW Is X Ltm- 6 6' WIDE PAN FOR RESIDENTIAL STREETS ALL INTERSECTIONS TO HAVE ACCESS RAMPS •Ir MIN. ON RESIMTIAL. USE CONCRETE PAVEMENT DESIGN +1/2' FOR COLLECTOR & ARTERIALS. SECTION A A STREET INTERSECTION GUTTER DETAIL INFLOW CURB, GUTTER VERTICAL CURB, GUTTER & SIDEWALK All 1 1 6' ASPHALT 1• SEAL EDGES (TYP.) TO MATCH NOTES: �1NG �' 1. EXISTING PAVEMENT SHALL BE SAW OR WHEEL ' CUT TO OBTAIN A STRAIGHT AND NEAT EDGE FOR PAVING SAWCUT SHALL BE MADE PRIOR TO PAVING AFTER BACKFILL TO BOTTOM OF NEW PAVEMENT. 6• N. THICKNESS CDOH CLASS 5 AGGREGATE IN OFFING TO BE STRAIGHT 2. PRIOR TO INSTALLATION OF PATCH, ALL EDGES BASE COURSE AND SQUARE PARALLEL E)DS7ING ASPHALT SHALL HAVE A TACK TO SIDE OF TRENCH COAT APPLIED. INTERMEDIATE LAYER 3. IN ADDITION. AFTER ALL ASPHALT HAS BEEN COMPACTED BACKFIl PLACED. ALL SEAMS BETWEEN NEW AND E70STNG INITIAL LAYER 6• TO 1Y PAVEMENT SHALL BE SEALED WITH AN ASPHALT OVER UTILITY • FOR TRENCHES 5' OR TACK COAT. DEEPER THE TRENCH 4 TOP OF NEW ASPHALT SHALL MATCH THE a Q 01 1 1 Ogg "'fiL TRANSITION 12 E j .-i I.- 90 �FTO ROMAN SECTION Up I: 514aMIT TYPICAL BOTH SIDES L a o o O~ ce _ o O � a a H d go CJ •-T N �q C1, •o P■rr'W�AA■w Hpo� g6.a VA CONDUIT OR PUBLIC UTILITY WIDTH OSHA STANDSHALLFARDS ORM 7H OF THE EXISTING PAVEMENT. ASPHALT PAVEMENT FACILITY INSTALLED AND VARIES MINIMUM THICKNESS SHALL BE 6'. - BA(XFILLED PER REQUIREMENTS 5. PAVEMENT SECTION SHALL MATCH EXISTING OR 6• . ASPHALTIC CONCRETE WHICHEVER IS GREATER. REPLACING ASPHALTIC CONCRETE PAVEMENT ON AGGREGATE BASE Aa 3 TEMPORARY VEHICLE TRACKING CONTROL PAD F3 CALL UTL" NOTIMATION CENTER OF COLORADO W 1=800m922-1987 x oil A AA-6700 °� in OALl ! Bl1BIHH!BB BAYB IN AB'IAND[ QQQ SORE YOU 0% MADIL OR UMVA72 -j � O NUR DO MARDI OF L/R1!ROROURO u`J ,. UTLN1l6. J --F V City of Fort Collins, Coloro& C> X UTIUTY PLAN APPROVAL > � v APPROVED l NL Director of Engineering Dote ► � � � � CHECKED BY: a o Water et Wastewater !Unity Dote F CHECKED BY: Stormwoter Utility Dote PROJECT NI CHECKED BY 8 a 3 - O1© Parks & F%c eation Dote CHECKED BY: 4 CHECKED BY: j Dote i 4965 4960 4955 -70 -65 -60 -55 -50 -45 -40 -S5 -3u 4965 4960 4955 27+00 R.O.W. �n DETAIL F R tO I o SECTION rn 2.00% ------- DR AY -- W w' ---- ---------- - ------- -------- ------- --------- ------- ------- 0 O w GASo 0 ��EXISTIN EXISTING ELEC. i 12" RCP ELEC. �0 8" WAT R WATER INV. 4959.60 Cl) C a n in 2n 25 30 35 40 45 50 55 60 65 70 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 ._W_. R.O1IjIj 4965 4960 RNEW Y 2.00% ELEC. _ - -- -- --- ---------------- - 12R - j INV. 4 9.80 4955 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 R.O.W. 4965 i p N 2.39% -- --- ---------------- _Ash 4960 i - _- - GRASS SWALE ELEC. I 4955 -70 -65 -60 -55 -50 -45 -40 35 -30 -25 -20 -15 -10 4965 R.O.W. -tv N I� 0 rn 2.40% � Q 41 ---- -- ---------------- ---- --- 3:1 4960 t - — GRAS SWALE FL EC. 4955 -70 -65 -60 -55 -50 -45 -40 -35 30 -25 -20 -15 -10 R.O.W. I 4965 - °o j 2.40% IT- ------- ----------------� ------------- 4960 i GRASS ELEC. SWALE I I 72' LT 4955 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 R.O.W. 4965 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----3c1 --� --4 - - N - - - 2.68% _ _ _ _ _ _ _ _ _ _ _ _ -______ 4960 I GRASS SWALE 0 ELEC. I i 73' LT 4955 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 26+50 26+00 25+50 25+On 4965 4960 4955 4965 4960 4955 4965 4960 4955 4965 4960 4955 4965 4960 4955 4965 4960 4955 4965 4960 4955 e� p-'- U• '� U <> � O R YI WJ J1�iGyM1'j V'r JO<mW< {y�... OU <P-N i (7 m f j j.<WIJO 6N y z 20KQ4r - W W_ W I R HNJ W 6'� rtJ� 0 t p OjOZO'>T NN O`yK� U W w n jw2Q V'RWOUr< R Y('JLL� N O N io<i4'b' �aoaaaS W W W Z 0 0 0 0cb -I W W r WQ r r � 4 U W Z � r s U � W ¢ r � w w J LL W Z W W z Z W r r io m m ¢ CL Cc W e l ad a¢ ¢ w off C� cJai z z 0 O 0 �::D 0 90 Z� O o, �+ N r�1 R OO R 6 NOS ¢ W H z LU U 5. J } Q N U 0 H W Q Q� ¢ =a O U QUO Lu Z W Z LL U 0 OQ°CO a d2Wti s O z 0 Q O ¢ W Z .J W $ m �� f= 1 UU 00 = <w$ p N + p N N N �Uco PROJECT MO. 823-001 DRAWNG 140. �� 2036 SBC-3 24+OC "I L'1 rM R.O.W. 4965 4')(, 0 49[)lt ( 1 1 1 f l I I I f_1..-1 1 1�_1__I__1. fl- 11 I _t 1.-.1. (� hl, 6( 5`I 5{ 41� 4 t1 ,Ii I I 1 , 1 I I I I , � SI � I II � ICI I � 'l I � ,lJ I , Ll � �() �.1 E,U � 1llll R.O.W. 4965 t I SEE MEDIAN j to DETAIL FOR j DRIVEWAY 2.00% _ �--- i 1 L 1 1-11 1 1112211 lR�Pl •1 110 FE L L-�_-1 INV. 4959 60 �L- �I 4965 4141V 4955 4965 4`1(M 4965 R.O.W. 4965 DRIVEWAY 2.0O% 2.80% 1 C. 12" RCP ouj A,,.11I. j INV. 4959.80 o I i uj N i I 4':jL )11 (U R.O.W. 4965 t O A HBP c rvEkLAY THICK ESS v RIES, ad 4a WIT� 2 39% 1 w'til V 496o TYPICAL I GRASS Z!�, I'n I XiNI 9.1501 A" 4`10) X ,IIN I I I j SWALEO WA I I I; WA I I f• • -.1 L _1_-.I -IL L L._1-. 1..1 / 1.. _ 1--L L 1 I I 1..1 al 1 .. -(0 {,li 00 51l 'iU 41i 4U ill ill II I', III 'li '� III III s'tl { IM 4965R 4960 495) 70 6`1 60 55 50 41, 4(1 i 4965 - a 111 IT 0I I O ----- 4960 j GRASS C. SWALE I I 72' LT 4955 -(0 65 60 -55 50 -45 40 -35 30 25 20 15 R.O.W. I • 4965 -_ - _ 1 � N I �p v 2.68% ---------------------------- 4960 --- -- - GRASS IFc. I SWALE 1 j DRAWI GSi OF ECORD 73' LT 4955 These Dr wins of R d have b -70 9 ?p4 preparedLb s©d upon 4'l -40 35 -30 -25 -20 -15 Information submitt by the COt ACTOR. Whl this Information Is believed to be rellable, Sear -Brown Is not Is not responsible for Its accuracy, nor for errors or ommissions which may have been incorporated Into this document as 24X36 a result. SBC-3 10 t— �o 4 ') 1 1 1 ) {ll) I)' () Ill I1) ?0 15 30 i1, 40 41) 50 55 6U {' o E XIS1 IN ZOw 81' WAII k UO uwi a 10 24+ 5U N O SEE MEDIAN �Mg TAIL FOR SECTION a L 1--- L yj Li Z'Z O [ XIS 1 IN Zoe BI' WAI[ P w ws <n a IO 24+00 4`i(,') 4 `1('V 4 ,i55 ((1 - 4965 �t i XI` I INI, - - — — WA I f It �1 70 ?5 30 f XF,IN WAIF k 15 20 25 30 ��4X- ,r�y3 FY�7r L--.�-..r-.�.{ol^aTarj - 4955 35 40 45 50 l) 'i)�' h�'-, APPROVED:---S1�Gr G GiA Director o __-nginev, ng Date CHECKED BY: Water or Wagewate tilit Late q 4965 �D BY: — � 6 + tornlwater Ot11}il• - Date PP PM�ttttte�.■�■■..rl CKED Y: arks G kc:reat}on V' Dare 6Y: 496P1 I Datc CH CKED BY; DaPe 4955 35 40 45 50 55 60 6L_) (0 Ica > m J N O W ~ W Z Q o a u a. Lri w Of Q V) > Z Ln Ln O_ W (n Z u s w 1- r a J ir W 0 a m 2 N l0 lf1 V M N — w w w z o 0 0 0 o No) u � � w � z a (C ti Q � � � Q J W W Z W O a 4 � w Z M U a > O J O m d W m a Q Q .� EL aCr off o� H �Z U N J } Q V)III- ui U O Or 0 Qi _ Cn O a O LU QU(DZ Z wZ -jO o OLLU w t7Cct-x o OQLrO tl = 1L lL a O z 0 Q O W z J Of 0 mC3 2N H I � z00 U a W p off+ p N N OQ �UU PROJECI NO. 823-001 DRAWING NO. 54 � r 2036 SBC-3 r vrN CNJ DRAWINGS OF RECORD 4965 - These Dr wings of Record have be prepared b�sed upon Informotl n submitted by the CONTTf�iiAOTOk. Whll this Information Is beileved to be reliable, Sear —Bran Is not Is not re ponsible for is accurocy, I nor for errols or omnI ons which ma' hove been incorporated Into this document as 4960 o result, I EX I TING wlw 4 zI�i I Olen 0 tiu ¢ I O[ X1', 1 IN �' I �X�r, I IN)(, L._-L. _L - I- 1 1 I I j _1-1 l - 1 1- L_1. _. _. L. 1 , Ill- 1 E 1 -1 1 1. 1 1.. 1 1 L l _-- 1 l _1 1 -. 1. 1 1 1 -.1 _.1 L 1cn!L1 , —L I I... " .W A4 �-L .. 1....L 1 1 111./1i1-i.. 1 1 I I 1 1 70 E5 60 4 I 411 5'I „yIl II li ��u". S) i5 40 4`� 5(� 11 ) R.O.W. 4965 - r N' EQIAN Df % * s�c:rlc�N - I PEDIAN N6T CONSTRUCTED 4 aE o a. _ � 1 I i of n�� C[ _—L_i_-1._l—. l 1 1 1 l_.l _.1. 1. L 1 1 -1.. L 1 1 -1 .1 1 1 1 11 1 1 1 -1 1 1 4 4 j Q1jw 1 I I 1 1 1 1 ! l 1 1 ! ! 1 1 I l 1 1 1 ¢1 49JJ %0 - 6�i (�O I I �� � I I ' i0 i�i 40 45 I)/J II', E,I) f, 1111 Ill 41 41 ��1I 'I . l t9,d i IF CITY DESIGN VARIANCE WAIVER GRANTED (I 1 (I R.O.W. 4965 - o i , , ao r Q qt1 1,82% 9E � c l • 7 i { { - 1 I 4960 I `r 111I ti 1 _.,. _ _ _ , i I _ L l _1 _ 1 - _L 1 1. 1. 1 1 1_ 1 � 1 L J 1 I 1 1 1 1 I / l l l 1 1 ! ! ` ! 1 1 1 I I l l l l 1 1 1 1 1 1 1 1 1 l y'101 1 1 1} ,1 4955 - II II ``II II I I - 70 E>5 E,U ii ir) "I 4( �F CITY DESIGN VARIANCE WAIVER GRANTED �" ) 1 1,( 4965 L I I I I I I 4955 -1 l_L_ - /0 0') -60 40 it 4965 4 % O 4955 4965 4960 4955 4965 4960 4955 - (0 - 6) - bU -'» - :)U - `iJ -•,v 11 1 o 1.84% if III(. II Ii I �i SEE MEDIAN I I D S(CTION I MEDIA NOT CONSTRUCTED _ 1 Q zU A X1 N � X" �O� JV11111: Wnll I• _ L L '(i 15 Ili 1 (9,d I) II �E CITY DESIGN VARIANCE WAIVER GRANTED r1+ 00 28' `)0 27+50 I I 1 1 1 L 11 SO SI, 46 45 a l� k I 4965 4%0 4955 (0 4 `165 4`4)0 4965 4' 0)') (() 4`16'.) 4'1OA -t 4955 /11 4905 49(0 t 495`' i) 4965 496v 4955 4965 4 9614 4955 of CI > O1 N C> Ir) W 1 a n Q u a w a Ln z !n !n d w In u > w s a J W 0 a m x f` lD LL1 V PC) N - O 04 Ci a0 Ta> ion are CC, 4 I QC wN0 aN iQ � �- UWw"iIS F ViNa }y2 �XQOV n in I)1'Q VL.1 VI � o�nn aaz a[lals [� W w LLI Z 0 0 0 0 o Nrn -� w ~ � r U i a 0 a 0 W r- Z a U W K Q F- Q � J w w tl Z a a c� w 0 w= 0 2 a z¢ a Q w1A Q II J a0_ a¢ U,J oi— o� �� O_ ^^ z vtl � $ w ' O N r�yy �V O ¢ O z Q LLI cr �z HV w N z �n Cnv O Cl W < m M O Q � K P LLJ N 0 Q =O O 0 U Ja Z UC7_ ZOO 9 }ZJ a W la l7 ¢OLLO co� 07 �¢cnCc: W Oa & OQEO ¢I- n a_2LLLL U(! PROJECI NO. 823-001 DRAWING NO. 55964 Q 2036 SBC-3 UTILITY PLANS FOR n FIRST FILING FORT COLLINS, COLORADO HARMONY ROAD IMPROVEMENTS ° 4 •'"s " .. ` • HORSETOOTH ROAD ] WARREN LAKE � PROJECT LOCATION ' h U a ARMONY ROAD a POUDRE VALLEY .. " Z f,✓�+� j HEALTH SYSTEM a f ,,.s,� <1 �. ,. O ar 0 r 2 °� a d w z J s ' Li --1 v s a] 4 > I v-.4w h a vi tl w Cr x VICINITY MAP SCALE: 1" = 2000' NOVEMBER 1999 GENERAL NOTES 1. ALL STREET. WATER LINE, SANITARY SEWER LINE. AND STORM SENOR 11. ALL RECOMMENDATIONS OF THE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COINS STANDARDS AND SPECIFICATIONS CURRENT TO DATE OF THE EXECUTION OF THE DEVELOPMENT AGREEMENT. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE THE REEXAMINATION OF THE PLANS BY THE FORT COLLINS DIRECTOR OF ENGINEERING, AND SPECIFICATIONS CURRENT AT THAT TIME 2- 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 FORT COLLINS DIRECTOR OF ENGINEERING AND MEET THE REQUIREMENTS STATED N THE DESIGN AND CONSTRUCTION CRITERIA STANDARDS AND SPECIFICATIONS FOR STREETS, SIDEWALKS, ALLEYS, AND OTHER PUBLIC WAYS' MANUAL 3. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN OR 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. BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, 4. THE ENGINEER WHO HAS PREPARED THESE PLANS BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF FORT COINS ENGINEERS WORK. FOR ANY ERRORS AND OMISSION CONTAINED IN THESE PLANS APPROVAL OF THE PLANS BY THE CITY ENGINEER FOR THE CITY OF FORT COINS SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF RESPONSIBILITY FOR ERRORS Nt OMISSION. 5. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED To A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE ALL LARGE PATCHES SHALL BE PAVED WITH THE ASPHALT LAY —DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, 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 FORT COINS DIRECTOR OF ENGINEERING OR CITY INSPECTOR AT THE TIME CUTS ARE MADE. 6. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES, AND CONTRACT THE CITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL GIVE THE CITY ENGINEERING DEPARTMENT (970-221-6605). THE WATER UTILITY (970-221-6681) AND THE STORM WATER UTILITY EROSION CONTROL INSPECTOR (970-221-6589) TWENTY—FOUR (24) HOURS ADVANCE NOTICE 6 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COINS TRAFFIC OPERATIONS, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR. HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF. THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 9. ALL EXISTING PUBLIC CONCRETE, CURB. GUTTER, AND SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PRIOR To ACCEPTANCE OF COMPLETED IMPROVEMENTS. BENCHMARKS: 10. THE FOLLOWING THREE BENCHMARKS WERE ESTABLMMED FROM THE NORTHEAST BONNET BOLT OF THE FIRE HYDRANT ON THE NORTHEAST CORNER OF. TIMBERLINE ROAD AND HARMONY ROAD. (A) -PK- NAIL IN EXPANSION JOINT ALONG EAST EDGE OF WALK AT HANDICAP RAMP, NORTHEAST CORNER OF STREET TURNOUT, APPROXIMATELY 800 FEET SOUTH OF HARMONY ROAD. ELEVATION: 4857.29'. (B) CHISEL -+- ON EAST EDGE OF WALK AT EXPANSION JOINT, EAST SIDE OF TIMBERLINE ROAD APPROXIMATELY 100 FEET SOUTH OF HARMONY ROAD. ELEVATION: 4988.510. (C) NORTHEAST BONNET BOLT ON THE NEW FIRE HYDRANT ON THE NORTHEAST CORNER OF TIMBERLINE ROAD AND HARMONY ROAD. ELEVATION: 4968.51'. r m In r-v.H HARMONY CAMPUS BY THE SEAR —BROWN GROUP WILL BE COMPLIED WITH. 12- THE STREET AND STORM SEWER DESIGN OF THESE PLANS CONFORMS TO THE CITY OF FORT COI,.LJNS SPECIFICATIONS AND CRITERIA. 13. W DEWATERNiG IS NECESSARY TO INSTALL UTILITIES, A STATE CONSTRICTION DEWATERNG WASTEWATER DISCHARGE PERMIT IS RFOUIRED TO DISCHARGE INTO A STORM SEWER, GRANITE, IRRIGATION DITCH, Or ANY WATERS OF THE UNITED STATES. 14. PRKIIt TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A COLORADO STATE REGISTERED ENGINEER, MUST BE COMPLETED AND SUBMITTED To THE STORM WATER UTILITY, AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ADDITIONAL BUILDING PERMITS, THE STORM WATER UTILITY MUST APPROVE THE SUBMITTAL I& ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR 'STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUDEPARTMENT OF PUBLIC HEALTH ND ENVIRONMENT, WATER CONTACT DIVISION WOOD—PE—B2. ATTN.: PERMITS AND ENFORCEMENT SECTION, PHONE (303) 682-3150. 16. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR NJURIE'S SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF 4RWNDWATER SEEPAGE, *NETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT O THE CITY`S FAILURE TO PROPERLY MAINTAIN ITS STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 17. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH STATE OF COLORADO PERMITTING PROCESSES FOR 'FUGITIVE DUST EMISSIONS ASSOCIATED WITH CONSTRUCTION ACTIVITIES'. FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AIR POLLUTION CONTROL DIVISION, APCD—SS—B1, ATTN.: LAND DEVELOPMENT PERMITTING SECTION PHONE(303) 682-3150. 111 ALL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT ENTITLED 'POUDER VALLEY HEATH SYSTEM SOUTH CAMPUS TIMBERLINE AND HARMONY ROADS" PROJECT NO. 20965059 BY TERRACON DATED MAY 1 1996 SHALL BE COMPLIED WITH. - 19. -ALL CONSTRUCTION WITHIN THE RIGHT—OF—WAY OF COLORADO STATE HIGHWAY 68 SHALL CONFORM TO THE MOST CURRENT -STATE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', SPECIAL PROVISIONS AND THE MOST CURRENT 'STATE DEPARTMENT OF HIGHWAYS, MAS STANDARDS. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE STANDARD CDOT SPECIFICATIONS 20. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES.' 21. -A COLORADO REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE PERMIT TEE SHALL CERTIFY MATERIALS TESTING. ONE SIGNED COPY OF ALL MATERIALS TEST RESULTS SHALL BE PROVIDED TO LESS JONES. CDOT, WITHIN TWO WEEKS OF CONSTRUCTION ACTIVITY." 22. -PERMIT TEE OR CONTRACTOR SHALL PROCURE AND MAINTAIN GENERAL PUBLIC AND AUTO LIABILITY, AND PROPERTY DAMAGE INSURANCE COVERING THE OPERATIONS UNDER THIS PERMIT IN THE AMOUNTS SPECIFIED IN SECTION 23-10-114. C.R.S. POLICIES SHALL NAME THE STATE OF COLORADO AS ADDITIONAL INSURED PARTY. LINE COVERAGE SHALL BE FURNISHED BY OR ON BEHALF OF ANY SUBCONTRACTORS. CERTIFICATES OF INSURANCE SHOWING COMPLIANCE WITH THESE PROVISIONS SHALL BE PROVIDED AND WILL BE ATTACHED TO AND MADE A PART OF THE CDOT ACCESS PERMIT. (A COPY OF THE INSURANCE POLICY SHALL BE PROVIDED TO CDOT ACCESS COORDINATOR PRIOR TO THE BEGINNING OF ANY ACTIVITY !.ITHIN THE HIGHWAY R.O.W.)- 23. 'DEVELOPMENT OF THIS SITE AND ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT OTHER PROPERTIES OR„THE STATE HIGHWAY RIGHT—OF—WAY. THE HISTORIC DRAINAGE'RLRIOFF RATE SHALL NOT BE EXCEEDED BY SITE IMPROVEMENTS.- 24. 'THE ACCESS PERMIT IS NOT AUTHORIZATION OF UTILITY WORK. PERMIT TEE 13' RESPONSIBLE FOR ANDY UTIUTIES DISRIJPTFD BY THE CONSTRUCTION OF„THIS_,, ACCESS AND ALL EXPENSES INCLUDED FOtiP i'NEIR REPAIR.- 25. WHEN AN EXISTING ASPHALT STREET MU5'I rl➢ C117, THE STREET MUST BET - RESTORED TO A CONDITION EQUAL To, OT:IJET7'_R THAN IT'S ORIGINAL CONDITION. THE EXISTING STREET CONDM'iFe SHALL BE DOCUMENTED BY' WT' CITY CONSTRUCTION INSPECTOR BEFORE `AM gCUTS ARE MADE PATCHING:; SHALL BE DONE IN ACCORDANCE WITH TrIE* CITY OF FORT COLLINS STREr 'r REPAIR STANDARD$- THE FINISHED PATCH SHALL BLEND IN SMOOTHLY 117-T THE EXISTING SURFACE ALL LARGE PATCJrro SHALL BE PAVED WITH AN. ASPHALT LAY —DOWN MACHINE IN STREEI.� , WHERE MORE THAN ONE'CU i - Ir MADE, AN OVERLAY OF THE ENTIRE STREET' WIDTH, INCLUDING THE PATCHED AREA, MAY BE REWIRED. THE DETERMINAW- N OF NEED FOR A ComrukcTE OVERLAY SHALL BE MADE BY THE DIRECTOR OF ENGINEERING AND/ "° TY2E_ CITY INSPECTOR AT THE TIME THE CUTS ARE MADE... a. y i .11 INDEX TO DRAWINGS 41 Wig 1 trt SHEET 6 NO. DESCRP 1Lz � o H-1 COVER SHEET H-2 - H-S ROADWAY PLAN H4 ROADWAY PROFLE H-5 MEDIAN PROFLE8 H-8 TYPICAL SECTKN3 i. H-7 SKI. AND ATFtIPM PLAN i. H-8 DETALS k H-9 - H16 CROSS SECTKiNB� €. H-17 REPRESENTATION OF ' ULTIMATE CONFTOURATION PrI L-1 LANDSCAPE PLAN r` IR-1 �tRIOATK�I PLAN E--t' City of Fort Collins, Colorado UTI P PPROVAL • APPROVED: wool En eer Dot. CHECKED BY: Z42-6 wd# R ity W stew. r 1 Date CHECKED BY: 02.7 farm Ut er, I Date CHECKED BY: CHL=2 11 Parks Dots CHECKED �,177 BY: (``�"' zw-cwz- Traffic Enoeer Date CHECKED BY: Date EW Mies `dm ad oaletl * 'oppod 4 00L Permitter w Nqa *w for Om WARREN LAKE DITCH REVIEW REVIENIED BY. /l> 466_ kiDate i. CALL UTLITY NOTFICATION CENTER OF COLORADO 1=800=922=1987 QR 5W6700 Ncmwmlm V pp, iA 1 3 PROPvT 110. ez 823-001' GALL ! wwme DJ1Y6 N MORAINE[ BIIlOIE DIa, SRA M AM ON MCAVATB POR Tlls 74 M UOF UPIN"K040UM TLIFIM I 4 y„ ono� 11= r1= mn :. w.T. s'.•ew-C-'T_"_. E t i...,. xr. E:: *l�Iw" M�.-yNY.. _. N N m 0 N L M Y Y V 3 3 C ID N « « HNI HN2 HN3 HSI HS2 HS3 HS4 50.00 900.00 432.00 50.00 84684648...00 000 8.30 48.80 23.42 7.30 23.97 4.16 24.40 11.11 3.65 11.99 5 8.30 48.79 23.42 7.30 2437..9957 N 85'51'41" E 09031'01" N 89'04'00" E 3'06'23" N 89'03159" E 3'06'22" S 85'1'58" E 08'21'48" N 89-04'20" EE 3005'317" N 89'04TO" 3'05'38" N 70'36'02" 40'02'6"0 END 4" PERF. PIPE STA.113+50 INV. 4962.42 REFER TO MEDIAN DETAIL � J 40 Cos ao p 8 Y v In In, N r N Z �N I; to ,: is Mr' to t CO -+ co w °�•, ►- T50 LF OF 4" PERF. • 0.357 + �; f „• n +M + +Ep + $ $ J m U)M N on N O OW o ED 0 . o 4 Q REFER TO DRAWING H-8 FOR MEDIAN DETAIL + i o i o i i + REFERANCE LANDSCAPE PLAN FOR MEDIAN V) + + o L « N w± N+ N h TREATMENT = - V « P 0 vo a a ;. a V. a PLACE CLEANOUT EVERY t" i �' lvi n " « « HNI p0'. REFER TO DETAIL HN 3 a a = DWG. H-8 - 1st Ma s+o , R2.00' 66, _ I 00 7+00 ...--x-HS 24W-csa0 Ns o 2.00' 0 {- o HSI HS O o • or 1w 4 F J_ J J� HS 4 �Np O V• cr ¢ o O. cl; in n C4on of o Ee X= x + to to �' MEDIAN DETAIL m o o F p- 4 o. mad ~+ 0 <+on' .4 In 000 N C( o- aI V) v~i u t- o BEGIN 4" PERF. PIPE STA. 106+00 INV. 4965.05 REFER TO MEDIAN DETAIL RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT (SEE DWG. 44, PROJECT DEVELOPMENT PLAN) -- --- -- ---- PROPOSED SECTION LINE ••-""" ' PROPOSED PROJECT LINE PROPOSED CURB & GUTTER - - - - --- EXISTING CURB & GUTTER PROPOSED EDGE OF ASPHALT EXISTING EDGE OF ASPHALT - - - - - - - EXISTING (R.O.W.) RIGHT-OF-WAY W EXISTING WATERLINE G EXISTING GASLINE I- 8 RC? EXISTING STORM v--- V CUT LIMITS FILL LIMITS GRASS SWALE MILL & OVERLAY NOTESs --E EXISTING ELECTRIC W/ELECTRIC POLE �- E EXISTING UNDERGROUND ELECTRIC W/VAULT El EXISTING ELECTRIC BOX TD EXISTING TELEPHONE RISER T EXISTING TELEPHONE MANHOLE LN EXISTING CABLE T.V. RISER ® EXISTING SANITARY MANHOLE r ' EXISTING LIGHT POLE EXISTING STREET SIGN MyEl EXISTING MAILBOX V EXISTING WATER METER GM EXISTING GAS METER ® EXISTING ASPHALT TO BF_ REMOVED - NEW ASPHALT PAVEMENT L CENTERLINE S BASED ON "HARMONY ROAD-LEMAY AVE. TO 1-25 HORIZONTAL ALIGNMENT" PLAN SET FROM THE CITY OF FORT COLLINS DATED 10-29-98. 2. 'FOR INFORMATIONAL USE ONLY' REFERANCE LINE IS 45' LEFT OF SECTION LINE. REFER TO CDOT PROJECT S0068(4). SEE NOTE I FOR PROJECT HORIZONTAL ALIGNMENT. 3. DESIGN OF HARMONY ROAD WEST OF TIMBERLINE ROAD REPRESENTED WITHIN THE HARMONY VILLAGE P.U.D. UTILITY PLANS. 4. EXISTING TRANSFORT TRANSIT STOP TO BE REPLACED WITH PERMANENT BUS SHELTER. EXISTING BENCH TO BE RETAINED FOR TRANSFORT. 5.PROPOSED HARMONY ROAD SIDEWALK REPRESENTED ON LANDSCAPE PLANS DRAWING NUMBER 6.AT LOCATIONS WHERE NEW ASPHALT S TO ABUT EXISTING ASPHALT, SAWCUT THE EXISTING EDGE,XORTING AT SUCHAENT A LO LOCATION MINIMUM SOUNDOF I �PAVEMENTT BACK F SO LOCATED, TMOVE OPAVING.V(AALLNT, TACK COAT EXPOSED SAWCUTS NOT REFERS GVTOTTHIS NOTE ICAL ASHALL LT DG EP AIOTRTHE LOCATION SHOWN ON THE PLAN AND TYPICAL SECTION PLANS). THE ENGINEERING INSPECTOR WILL DETERMINE THE FINAL LOCATION OF THE SAWCUT SO AS TO MAKE SURE IT IS NOT ALONG THE WHEEL PATHS OF CARS. 7. FOR EROSION CONTROL. REFER TO 'DRAINAGE & EROSION CONTROL PLAN' DRAWINGS 8 & 9 IN THE "PROJECT DEVELOPMENT PLAN". APPROVED RIGHT IN / RIGHT OUT/ LEFT IN ACCESS (REFER TO HARMONY SCHOOL SHOPS PLAN SET) < o $_I I w V o� i 30 R H rN Iz� REO'D CONCRETE � ri v Li Z U m APRON 0 FL KZ op 41 i- L) 0 47.18 LF CURB RETURN '� d H n o PLUS 10.82 4F CURB wi ~ SR w w '"I ni Uf L) r- NER '' us _ HARMONY SCHOOL SHOPS N o X NEW IRRIGATION WATER SERVICE m c_" w la � n - I Y I I I 2 j} a W SHALL BE CONNECTED TO THE - - FIND. ALUM CAP RANGE BOX I - l J Q Z F _ NORHT/SOUTH Q" WATERMAIN LATERAL y a > > .r r + _--_ ___ A I W -- a co L E WITH ��" CURB STOP w w N m J - - -- H m AND METERPIT RDWG. = I -- : - \ r --- - _ _ - . -- _ - _ REFER IR-I FOR - - - - - - - TOE IL 40' Ron i .' - __-__-- -- -- -- ---I �- � t~ -- -- _ . - ., ..:. _ _ _ _ •., r _ - ..►. DETAILS (SEE NOTE ID --- - -....----- -- -- ----- -• > - W STA. 83+93 v~i I _ -- - - -w - - - - 4.5' LT cr - - SECTION LINE SEE NOTE 2 •- ,_ , ERLAY- - - - - �- 8� 22'SIN E FI. STA. 105+5000 �j� REFER TO CROSS SECTIONS HARMONY ROAD STA.18+50 STA. + 5. �, Er p - - - 649.14' _ -- _�` STA. M4+10, 5N LT. SEE ID ; i 5 •_ .as ,,�:::Id1F.-lfttti ; 7f 8) ;'.4''k'i,'61�#�:�t�rJEra�'n-*ra.,.swr•.. cCOLORADO STATE HIGHWAY - _ 38' LT. NAw380 I INF SAWCUT .I. TA. 112+67.56 LINE STA. N4+per - - SAIICUT _ 105 00¢ (SEE NOTE 1) NY ROAD STA. + I' ;LINE ROAD STA. 19+311.78 ' 0 1 is TA. 105*94 - -E - - - FULL E�ONSTRUG71 TIMBERLINE R �: \\ I REFER TO MEDIAN DETAIL (THIS DRAWING) FOR STATIONS & OFFSETS Ei: r->aIC46'NET 2' SAWCUT LINE 00� zy_. a 2400 s*es- - Al} ~ `D w F RELOCATE FIBER RELOCA E TELEPH NE i OPTIC. MARKER OUTSIDE ROADWAY BY Oc m \ E~ r Ja { 'o\ + LT SILT NCE \`TYP.> ! .+e©- w - rn 3::' N A r; a - _ - a - --- - GRASS SWALESTatnr,+ , i to z m sp <_ ,, - -vdr€ a w- - _ + - ---t - --- + w ----- -- _ __ -- REFER TO TYPICAL SECTIONS --- -- w -- o a -c: � • ¢ Q y„. \- - - E - ---Q ' .. - - - - mo - - _ - - -- --AOJUST TELIELPHONE --- w 4 a ~ -a p .W < co - MA:ER l4_.. .Gr _.- E ______ i:._..1 - . -_ - -_ __�- - -Z c- - - Q _ . _.. -. _.. .---- -.__.MANHOLES 0_GRADE- - - o 120' v~i 60� H _ 120' N ` _ _ i ---BY OTHERS- - m - - - a �o PROPOSED RIGHT-OF-WAY _ In r; (94.5'RT.) eo z o RELOCATE EXISTING - 1 a PROPOSED BUS PULL-OUT N Eo n TRAFFIC SIGNAL EQUIPMENT A'''�,'x. LOCATION _ _ i (SEE DWG. 44. PROJ CT N l DEVELOPMENT PLAN)F PROPOSED SIDEWALK REMOV(SEE NOTE 5) < F RXISTING TRANS 0 T BENCH y (SEE NOTE 4) LEFT -IN DETAIL NTS 5' R QED PROPOSED E.O.A. CURVE RADIUS LENGTH TAN ENT CHORD BEARING DELTA C-1 C-2 2.00 5.10 6.55 3.83 N 17'43'36" W 146'02'29 C-3 86.00 41.85 21.35 41.44 N 41-21'14" E 27'52'49" 5.00 5.53 3.08 5.25 N 59'04'30" E 63.1(Y22" HARMONY ROAD PLAN 108 + 50 City of Fort Cams• Colorado APPROVEDI LITY PLAN OVAL CY" pate CHECKED BYe waow L wasteaa c lhBi Doe' CHECKED BYs Stamaater Utll ty Date CHECKED BYI Port 6 Recteatlan Date CHECKED BYs Trawb Dome pate CHECKED BYs Date CDC1T REVIEW ^m ` , .... REVIEWED BYs moT Nwbpmm Com*ota Date Revfew does not cvtt mft"'app -0W of plms. Pe."dtte is eespon�lbk for plrts. 8-MILL & OVERLAY DEPTHS TO MATCH TOP COURSE OF PAVEMENT RECONSTRUCTION SECTION. 9. THE HARMONY PROFILES HAVE BEEN ASSIGNED AN ALPHABETICAL DESIGNATOR ("H") FOR IDENTIFICATION. MEDIAN PROFILES HAVE BEEN DESIGNATED WITH AN 'N' FOR NORTH AND 'S' FOR SOUTH -CURVE DATA IS, REPRESENTED WITH THE ALPHABETICAL DESIGNATOR PLUS A NUMBER. IO.RESTORE GRASS MEDIANS N AREAS WHERE ASPHALT HAS BEEN REMOVED. REFER TO CROSS SECTIONS FOR DETAILS. N. CURB STOP AND METER PIT MAY NOT BE PLACE N THE PAVEMENT SECTION. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 DEWR NEFORE VDU DI GRADE. EXCAVATEADVANCE FOR THE MM1tl M OF LOCEAGROUND MEMBER UTILITTE& SCALE 1"=50' 50, 0' 50' 100, REGRADE DITCH (REFER TO CROSS SECTIONS) - - EXISTING R.O.W. 26' STA. 118+00, 41' LT. REM VE *�,.00 11 tOn O 115 + SAWCUT LINE PROPOSED E.O.A. CO, REMOVE \ �M EXISTING IS RCP NOTE pRO. j i 44 50' R `% it-- Z W --I (!A 50' R RIGHT IN/RIGHT OUT TEMPORARY E.O.A. FaF ; � \ 'CONCRETE LW :H 60zES ` \fL ELLIPTICAL RCP 50- `F L (- - - -- o - ACCESS - - -� - - _ - - 32^ INV. FLEV. 4457.30 INV Q -(PENDINIG-CDOT--APPROVAL) F -- - w - -_. - - - --- - - - - - - - - - - --w- -- - --a -- -- -moo E -- - -- - - - - - - - - - - - - - --- - - •+ N + + ; cl) = N N y N PAVE DRIVEWAY NCR DRAINAGE FROM SWALE TO BE ITNIODTPHC PER CITYTE TAKEN ONTO SITE. REFER TO STANDARDS. THIS "UTILITY PLANS FOR POUDRE VALLEY WILL OCCUR WHEN HEALTH SYSTEM HARMONY CAMPUS ACCESS IMPROVEMENTS MEDICAL CENTER - FIRST FILANG" ARE CONSTRUCTED FOR DETAILS. i i f T i i s wIu)IQIMINI-IO LLyy j��,I T 0 N ©O J4f dal wm 1 m bYi& cr m N WwA o- wb (f) ^' 0 V fWyF ■ y ti25 ppyy�11 bW W H WO 7 � 0) Lon ' 2 cc cc W It 2 u u inILE b �^ Z QLc o t m • m N 2VC4 c O o `Q W U) ls's I C la D N L J n U I � f O O w i 0 O I M N I } o n 0 -•S u o a w �< 3 O L N m ' ro 61 L O O E A?0� E s° FINI 50.00 It.I 4,1(, H.SO N 8S'SI'41" I O( 11'OI" IIN'I _ _ 900.00 -- -- - 48.80?4.40 --- -4 -- B.'19 -- N 89'U4'UO" f _--- � U6'?'s^ IIN3 457.00 -?3.4? II.II 23.4? N 89'03',9' f 3'U('??" 08'?114811 I I S 1 50.00 (.30 3.65 7,30 S 1 f HS2 444.00 ?3.9'( 1.9 23.9( N 89'U4'?0" I 3'0`I'�71 HS3 888.OU 4(,95 ?3.98 47,95 N 89'U4'2U" f 3'0:,'38" HS4 66.00 4G.11 1?4.U`.,1 45.18 1 N 10'3610?'' f 40'0?'IG" END 4" PERF. PIPE - STA. 113+50 INV. 4962.42 REFER TO MEDIAN DETA H I- o _.l J a ' cvUi K p LY E( er ;r (O�Lpppp -.t ff J � Qp J O 506 OD 00 $ VV 11 a L��(pp1 I(1 OE Ca M�F �Lpp M Mp N =V F In�J ~-V LA co ". N3 11 M N N II 1 II J T50 LF OF 4" PERF. a 0.35% + + OD o in Lj o u' in 4 REFER TO DRAWING H-8 FOR MEDIAN DETAIL N N o= A ao -CD - do In a+ REFERANCE LANDSCAPE PLAN FOR MEDIAN <+ + � I.- A, It-N TREATMENT d� OD Ln H+ Bunn .L `vq; CL? H+ V). N. 9 9 P at9f,e. = ib� = Z i -. N` (L. PLACE CLEANOUT EVERY HN 3 H-a0 V1. �' �-1441. - 19B97 2 yig7la Rn1� 1 2.00' 1 E3 �ye N I Q N 000 Z Ln = oa C ,n a < O o � ± �= JtL,. 9` b-btl FND. ALUM CAP RANGE BOX ii§? WALK 100 . REFER TO DETAIL 44(Lfl IN I HN DWG. H 8 , .41 , ��ks2 Ir, vPH 14`,PY 1991 .......... ../r. j ..... .... .. 9Pti1 14'IP6 Ir94f 1 + 141.- I 14( T {q8 ' �v n96B.65 19898 199Q1, 1"4 14(.6.14 ,.I <, tiAlllRfl rl 149QP 19'1�1 14 N.' I46 P.6- lUfl' 1 .,III '#�'-� l \ X7V /969.05 14(4.P' 1y B+DDLIF .... ............. 1... .. .....•--............ .................. -..... L _- 14 .v� it.. . ! ..... ..� o.l _W.,a.-- +--+s.--.e.K. + 4 V w m� . .... ...... ... .. l k t• { j. , it HS 2 �g ,. o F OD Jp p �I Ui NI9L COA �n Zo * HS MEDIAN DETAIL " I= BEGIN 4" PERF. PIPE STA. 106+00 INV. 4965.05 REFER TO MEDIAN DETAIL K L SEE NOTE 3 (SEE NOTE 1) 'NY ROAD STA.105+00 = i 2L IW ROAD ST A. 191 38.78 k �. Cl1hF �e 20225 HANCP,CAP Cl 2PP: 9E6.44 20171 DILAP CL i �. 1 499E 49G6 f REFER TO MEDIAN DETAIL (THIS DRAWING) FOR STATIONS & OFFSETS 4965.8-1 PCC STA.113+11 ELEV=4964.89 LEGEND - - - - PROPOSED SECTION LINE > - F - Y EXISTING ELECTRIC w/ELECTRIC POLE .. ------ - -- --- PROPOSED PROJECT LINE °I E EXISTING UNDERGROUND ELECTRIC w/VAULT PROPOSED CURB & GUTTER [] EXISTING ELECTRIC BOX EXISTING CURB & GUTTER IT-] EXISTING TELEPHONE RISER PROPOSED EDGE OF ASPHALT ;T EXISTING TELEPHONE MANHOLE EXISTING EDGE OF ASPHALT EXISTING CABLE T.V. RISER EXISTING (R.O.W.) RIGHT-OF-WAY ® EXISTING SANITARY MANHOLE W EXISTING WATERLINE r 4- EXISTING LIGHT POLE - EXISTING GASLINE EXISTING STREET SIGN EXISTING STORM M611 EXISTING MAILBOX CUT LIMITS n EXISTING WATER METER . V-V_ FILL LIMITS GM O EXISTING GAS METER GRASS SWALE PS2S7S?9 EXISTING ASPHALT TO BE REMOVED MILL & OVERLAY NEW ASPHALT PAVEMENT City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED. Cam McNair 2/8/01 City Engineer Date CHECKED BY: Roger Buffincton 12/12/00 Water & Wastewater Utility Date CHECKED BY: Glen D. Schlueter 12/12/00 Stormwater Uaity Date CHECKED II Parks & Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date CDOT REVIEW REVIEWED BY: CDOT Development Coordinator Date Review does not constitute'approval' of plans. Permitte is responsible for plans. 8. MILL & OVERLAY DEPTHS TO MATCH TOP COURSE OF PAVEMENT RECONSTRUCTION SECTION. 9. THE HARMONY PROFILES HAVE BEEN ASSIGNED AN ALPHABETICAL DESIGNATOR ("Hit) FOR IDENTIFICATION. MEDIAN PROFILES HAVE BEEN DESIGNATED WITH AN 'N' FOR NORTH AND 'S' FOR SOUTH . CURVE DATA IS REPRESENTED WITH THE ALPHABETICAL DESIGNATOR PLUS A NUMBER. 10. RESTORE GRASS MEDIANS IN AREAS WHERE ASPHALT HAS BEEN REMOVED. REFER TO CROSS SECTIONS FOR DETAILS. II. CURB STOP AND METER PIT MAY NOT BE PLACE IN THE PAVEMENT SECTION. r ERLAY CONSTRUCTED FROM INTERSECTION OF TIMBERLINE AND RMONY ROAD EAST TO LIMITS OF PROJECT .77 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700 IN METRO RELOCATE EXISTING ` " v v v m F LEFT IN ACCESS (REFER TO HARMONY a DENVER CALL z Rusl TRAFFIC SIGNAL EQUIPMENT OVERLAY WAS PLACED SCHOOL SHOPS PLAN SET) < p BEFORE YOU DIG, oars IN ADVANCE GRADE. EXCAVATE (SEE DWG. 44, PROJECT DEPTH VARIES. w 2o W FOR THE MARKING OF UNDERGROUND DEVELOPMENT PLAN) _j REO'D CONCRETE W z MEMBER UTILITIES. � CID 30' R AP N TO P m SCAI I"=50' Lwrq�y 4q 47.18 1CURB RETURN V) 0 1 4 %43 H o U PLUS 10.82 LF CURB ti CD a0 W J 50' 0' �0' _ 100, LV 1w(M5, 9fA.41 H W� Q 2.21Y M O O In S ti 1 91 4" `L I 14 uRF rl. + W M rrj O _. qc Fin F9 �I 1t'. i' HA MONY SCHOOL SHOPS N 0 X NEW IRRIGATION WATER SERVICE �' w VV' 1W �• Dct 9 11,111 Iql `v SHALL BE CONNECTED TO THE Q j 11 o; v L., �u�, PL P 9 .es = s NORTT/SOUTH Q',� WATERMAt a w w v N M fvv[f �9,t ';" , --. -... I a 0 � LATERAL WITH j4 CURB STOP w ' w + `8+.916.P9 w a AND METER PIT - REGRADE DITCH I 191.9 „ANmcAP n to m TOE 40 RM V i (REFER TO CROSS SECTIONS) ckit FL i > STA.113+93 Ln ,� REFER TO DWG. IR-I FOR - Cu 'B"45-" DETAILS (SEE NOTE ID a W 74.5' LT t �Nvf u,Fw. HP wl Cut: ,,. 19136 -. __. __.. - f XIS-71NGE�:14.---__-__ - �f -.- R.O.W.91hS iL CURB'1r 49CC N1 11n9 , (49�15.lJ \ \- -- ----- (.X STN( 1 r 2 ,I 4r 1 RP. 11 r...,; t° i9ii `° / 1'm'r''..< oii:`F` + 5/ Y,(lll t INl _ a`�="��2) t \_ i. { f1E;f (1� ASRNA(STA. 118+00, 41 LT. SECTION LINE (:>'� ,4 19111 1914P MNU11 M' 11 - - 80711>' E,49.14 STA. 114+10, 51 LT. 48' 26 ` iDRE, FL Cy"`' MILL & OVERLA HARMONY ROAD STA. III+50 STA. 111+85. 44' LT. ` SAWCUT LINE s uRE� FL a1Rl, .I. ITA. 112+67.56 38 LT. STA.114+10 SAWCUT LINE 19891 _. __.____. , .9L.P.., REFER TO CROS SECTIONS COIOI+n',),I �,ln'! 0I(,HAAY SAWCUT LINE ��_ 't!q_> F Wr.^•60 N A4+P0_-... .- f; 8T4P0 - K k P9a (SEE NOTE 8) -- - he , h I) H q1+ - O 0 4v6B•6e ^^^��� _ 9 w91P 19911 �t {? , • r. a ;l•. +np SAWCUL NOTE F /<' T _ _.. S 89 -' 19 G8l ._..... ... IIC)4 Q) n.R, 9(..9C1 u L FI.S', t _ S[ (: is {A. , - '.'! ', 1'rt'' 1 Ic."e,: ( r,l'a 11 'i (IO (1oJi.,I6.--r.�.f .eg..f�--F^ .. _, �:.ft- i1: },i �1 RjP�3''i "\_ r+ 0 II / / ,' _ f v % . ;>'.{,� --REM VE j 00 1 _llf O 105 UO 1. i)(• f1ut. 1 IOI I ' '.c, ;`[;' ,, <,' ,, 10(, (1Ui {, , ; n nn SE f 0 DIAN I I ALL I t Fi • I v r _ •� .. s' .. ,. ,.. .. �.•''rtHe•^-fog- z4ih<>s.., _C' _ <'Hr 1i• •eK i. : ...f,. ♦ �, �... )": Y) F. 1: 1: i ;: , - ! ,. r I r 1 , I1 L spy" Y _ 1.,1. i n ., ., .. ,., ,-, ,,.,. .�, ._... ., ' ; ',;, .�� ', ' ..�>hx X24XY.XY, X.K. ri..x >.e ,.. T.. v. , �e - i00 i . P1 v (I , 11:C -I -. y •,,, r ;.',';f tS, , 11 1 _ -} I;ui"'(iSii) f .f).r.: 1� _ M j 9C,,;' I °' RELOCATE TELEFHONE PEDESTALS 59 ! REMOVE EXISIINr; IB RCF_ �,. _kx, P� _ Q� HAFj�QNYI)RD.- _ IJEE E Q C7 n 1989, , ' - 496K2� •u.l ' 1964.1, 49(,..PP. } O C ftR L 9P9n 4'0.. ' 47' , 2PP(fe -- 196i.10 STA.105+9� 3�'iRT OUTSIDE ROADWAY BY OTEIERS (TYPJ �9sszl SAWCUT LINE- - �0 I_UGE_OF_„ASPh ! av _ I o• 4,c'.':: - rna �•''tt _ _ zP12a ze ;13• f ...: 'lIP,1 q 4KS Z / _ i. 'r:P. f l 4! . ,.- _ 4 /L , s 1P..J ,. ,� < r..... ru 1CH . DI'l� f -, lF (.vv Nl / r,. 1 % .i ''CI' E, II ( ( / ., 1 11. Tn. 11,�1 I( I /,f !.`1i„•,. .•:,., r, A' .!;.I. 1 �� n,,,,.,,:� .o nr.. 1 t'i' 1 I, i Ci, , .. :,.,'. •, I I ..; :.. 1 i i 1 11 It 1. nr 1 I 1 ! , /, , r. •u:'. 1. ,, E 1 .. ,.% 4l : ... I \ ... ,. J -�.Inu4 �.� C1Y 9,. ` .'re%._ >u ULI 1P.; V , :Bl,i- .9 F T.r �i.. ,,. , :r.: �,'.' % { n ��.� -LUREt ,. ._..::� w<,: if:Y. •,I Or[ 70P4P .p.v.li or., r �i v; ,.P'. 14( I(()1115:q �,-. 3% ,'• ._. __.. A h-. ..1... i., r, nnNJlr nr '.e' .'.. �: _.._ s I I I IVL4.t4 n � YP 40 ��, e � A` �''. ''L ✓r, r � ��� .,._ ..-.-.- ,4 un, e E I: ,. :P:. IIGI �s n -sp, .., .. 1P1 Q � ,.;;.. :,i 'Tc...�-{ r k�l _. . '.'1Y�� � ��- � I � �... _ �'^"-"n`�. •i-, � I.,1. 1'NI'� 1. .. 1 IJ' , C ..- _ �- ih(CL7,, av[�f.P, 1m14: `-�•... __ '._�,e 49t)..4v N . 4 -^_ 50'. R I o f ooE ,9ca67 �;""'n'� xt:.v'f fF6✓`f {f(>E .Q �,'PP,. _499? �py4 lP115 i9(WAL.,l.Pt, WM✓ EnGf ?Pie y: !,[l 4,bl.l. aez2e wn� i4o- WAPe fact er r ,,., �... �e ,.1 p.,:4 ia5 ss- ti', 0 49 . ,� RI T IN/RIGHT 1f84.11 �963A O6L 4_1 Euc[ Q CUltft ° 1966.2R 46F Y'It�,�'t.k.-:! CURES R Q Q _ Tq p - CI ( L kR.K EDGE .�. r EOGt f + 44 v p SILT FENCE un K'3 p �',. o, WALK EDGE 964 , - e,16 'H54.6ei eJ ACCESS n t, FL N p GRASS SWALE 19954 149B7 PAN K it, I Lei d TEMPORARY E.O.A. a w + Lii (TYPJ + w + +Lai 4964.20 4964.13 9 Pm t99 a (PENDINIG CDOT APPROVAL) tD Lo Co Co EFER TQ CURB FL CURe�.- _ 44y' ,V� 49F,r 4964.6Z_ p 19954- 19936 tIM f vM CE ��UNDFR _ o o o o F YPICAL SECTION 4964.I5 9969 w E -to' a. . . a. 9971 CURB Fl 4964.15 Q W Q •Q . •Q •Q . -1961 1 R .... - --a8 jrlD[ R W me Ln d IY O FULL o m H La � Lo F_ F_ to .. 441 an 00 c� z RECONSTRUCTION L+o Ln 120' V) 60' Ln 120' wLn •M Cr o L) w O f--- 1996P lit ico 9C'� a �k„ti I F a TIMBERLINE RD. u+n K'Wlr DRAIN F Z ie[a. 4 /OilCURB 9 + V 0: � w v PROPOSED BUS PULL-OUT a64I.P'i 1 66 I 1 �'-\,9938 i° '_^ = rVn ~ ~ to RELOCATE EXISTING 'n °� d cuRe FL CURB F 9ds5 I �� 39e4 RC6 4e + a V o TRAFFIC SIGNAL EQUIPMENT uRB F B FLF- o+ ro (SEE DWG. 44. PROJECT RELOCATE FIBER 49R407 4963.88I 491 , . M V "' ro ai o OPTIC. MARKER URB F r- Ln o Lo + OVERLAY WAS PLACED. DEVELOPMENT PLAN) 993P 16 3 994E 1994. 00 N 00 + LD 963.e 1963.88 1964.43 Q + + LO + DEPTH VARIES. 64. PAN L 1R6 CURB FL TBC F N f• REMOV€ RXISTING Bc PROPOSE' + g = d TRANSrr O T BENCH 2-12" HDPE PLACED RIGHT-OF-WAY n Q d v~i (SEE NOTE 4) (94.5' RT.) a a F H- PROPOSED SIDEWALK ►- Ln IFLn Ln �) (SEE NOTE 5) ADJUST TELELPHONE NV) V) . PAVE DRIVEWAY 28.09' LT MANHOLES TO GRADE WIDTH W/CONCRETE NOTES: I. CENTERLINE IS BASED ON "HARMONY ROAD-LEMAY AVE. TO 1-25 HORIZONTAL ALIGNMENT" PLAN SET FROM THE CITY OF FORT COLLINS DATED I0-29-98. 2. 'FOR INFORMATIONAL USE ONLY' REFERANCE LINE IS 45' LEFT OF SECTION LINE. REFER TO CDOT PROJECT SO068(4). SEE NOTE I FOR PROJECT HORIZONTAL ALIGNMENT. 3. DESIGN OF HARMONY ROAD WEST OF TIMBERLINE ROAD REPRESENTED WITHIN THE HARMONY VILLAGE P.U.D. UTILITY PLANS. 4. EXISTING TRANSFORT TRANSIT STOP TO BE REPLACED WITH PERMANENT BUS SHELTER. EXISTING BENCH TO BE RETAINED FOR TRANSFORT. 5.PROPOSED HARMONY ROAD SIDEWALK REPRESENTED ON LANDSCAPE PLANS DRAWING NUMBER 6. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAWCUT THE EXISTING PAVEMENT A MINIMUM OF I FOOT BACK FROM THE EXISTING EDGE, OR AT SUCH LOCATION THAT SOUND PAVEMENT IS LOCATED, REMOVE PAVEMENT, TACK COAT EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. (ALL SAWCUTS NOT REFERING TO THIS NOTE SHALL BE AT THE LOCATION SHOWN ON THE PLAN AND TYPICAL SECTION PLANS). THE ENGINEERING INSPECTOR WILL DETERMINE THE FINAL LOCATION OF THE SAWCUT SO AS TO MAKE SURE. IT IS NOT ALONG THE WHEEL PATHS OF CARS. T. FOR EROSION CONTROL, REFER TO 'DRAINAGE & EROSION CONTROL PLAN' DRAWINGS 8 & 9 IN THE "PROJECT DEVELOPMENT PLAN". APPROVED RIGHT IN / RIGHT OUT/ BY OTHERS +r DRAINAGE FROM SWALE TO TAKEN ONTO SITE. REFER BE TO TO PC PER CITY STANDARDS. THIS o ELEV=4 64.2' NEW CONCRETE CHASE PLACED. "UTILITY PLANS FOR POUDRE VALLEY WILL OCCUR WHEN HARMONY ROAD PLAN HEALTH SYSTEM HARM LINGS SS ENTS ECONSTRUCTED MEDICAL CENTER FIRST FILONY ARE 4965.04 C_3 O FOR DETAILS. 965_00 C_2 5' R + 0 +0 ELEV=4964.52 DRAWINGS OF RECORD 'RT These Drawings of Record have been prepared based upon Information submitted by the CONTRACTOR. PROPOSED E.O.A. While this Information is believed to be reliable, SEAR -BROWN Is not responsible for its accuracy, nor for errors or CC STAG. + , RT ommisslons which may have been incorporated Into this LEV=4965.00 document as a result. LEFT -IN DETAIL NTS CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C-I C-2 2.00 86.00 _ 5.00 5.10 41.85 6.55 21.35 3.83 41.44 N 17.43'36" W N 41.2114" E 146.02'29" 27.52'49" C-3 5.53 3.08 1 5.25 1 N 59.N'30" E 63.19'22" 20319 4954.11 CURB 1FLx AS -BUILT SURVEY POINTS r o m N O W I - a a z 0 a 0 0 w z Ln .e z 0 0 z Ln _ a w > Of K N J m I N a l0 u V M N O m i ow_ > N, C.j yY1 LLZnwN? W�amwa wwo <ww I m ~ oaNzao�w�z QVtUw y a �¢ W✓'O¢N Ln a 0 a ¢� o- CIOo-o a„ QC'.z5 c w�a w� w � x w Q w w i a WCD � o '7 = o ; ` a J ¢ II f ad a J �d UIt Z M O E, o LL' 2 3 q m :2C § p) o U ur ED Q ) vi c, W . ��L> r) ♦♦ /�� v / N U 0) i� �U } J V) U w O J2 �a O U U Q (� z Z LL, ZL�-LOV tr O a OQ�O d 1 2 LL LL 'PROJECT NO. 823-001 DRAWING NO. H-2 t 2036 SB®F33 N 2036 SBC-3 O CD 6 O co, N F-- N C3 W W Z w J (n ►] 0 O m LEGEND ----------- PROPOSED SECTION LINE E EXISTING ELECTRIC w/ELECTRIC POLE ------------------------ PROPOSED PROJECT LINE -E EXISTING UNDERGROUND ELECTRIC w/VAULT PROPOSED CURB & GUTTER u EXISTING ELECTRIC BOX ---- EXISTING CURB & GUTTER T❑ EXISTING TELEPHONE RISER PROPOSED EDGE OF ASPHALT EXISTING TELEPHONE MANHOLE EXISTING EDGE OF ASPHALT RT EXISTING CABLE T.V. RISER - - - - - - - EXISTING (R.O.W.) RIGHT-OF-WAY ® EXISTING SANITARY MANHOLE w EXISTING WATERLINE k r r EXISTING LIGHT POLE G EXISTING GASLINE EXISTING STREET SIGN 18"_RC P EXISTING STORM 11 EXISTING MAILBOX V V V CUT LIMITS 7' EXISTING WATER METER FILL LIMITS O EXISTING GAS METER ® EXISTING ASPHALT TO BE REMOVED — NEW ASPHALT PAVEMENT A.IIN+9f.ftI = STA. 119+48.16 TA. 118+00, 41' LT _---- -- - --- - - - - - - - - --HA RI STA. 119+10, O' LT STA. 119+10, 34' RT NOTESs L CENTERLW IS BASED ON "HARMONY ROAD-LEMAY AVE. TO 1-25 HORIZONTAL ALIGNMENT" PLAN SET FROM THE CITY OF FORT COLLINS DATED 10-29-98. 2.'FOR INFORMATIONAL USE ONLY' REFERANCE LINE IS 45' LEFT OF SECTION LINE. REFER TO CDOT PROJECT S0068(4). SEE NOTE I FOR PROJECT HORIZONTAL ALIGNMENT. 3.RESTORE GRASS MEDIAN IN AREAS WHERE ASPHALT HAS BEEN REMOVED. REFER TO CROSS SECTION FOR DETAILS. 4. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAWCUT THE EXISTING PAVEMENT A MIMMUM OF I FOOT BACK FROM THE EXISTING EDGE, OR AT SUCH LOCATION THAT SOUND PAVEMENT IS LOCATED, REMOVE PAVEMENT. TACK COAT EXPOSED VERTICAL. ASPHALT EDGE PRIOR TO PAVING. (ALL SAWCUTS NOT REFERING TO THIS NOTE SHALL BE AT THE LOCATION SHOWN ON THE PLAN AND TYPICAL SECTION PLANS). THE ENGINEERING INSPECTOR WILL DETERMINE THE FINAL LOCATION OF THE SAWCUT SO AS TO MAKE SURE IT IS NOT ALONG THE WHEEL PATHS OF CARS. REGRADE DITCH (REFER TO CROSS SECTIONS STA. 0+00 32' LT _ ----Ex+susys—+..O.w. — — Ei)GL OF GCPHAI T RONY ROAD _ _ _ IGHWAY NO.68) SAWCUT-LWW(SEE NOTE 4) PROPOSED E. TA. 123+52 'LT 62' HARMONY ROAD COMMUNITY I EXISTING ACCES TO REMAIN EXISTING 18" RCP TO REMAIN - - - - STA. 125+99, 7' LT 3'R +00 00 127+00 STA.125+77, 50' 16' RT t SAWCUT LINE M M 1 M 4 1 CDOT REVIEW REVIEWED BYI CDOTDe+ebmentComdnator Date - -Review does m comft to Lpproral' of pWm. Permme Is ropombk for pans. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700Dil METRO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE. OR EXCAVATE FOR THE HARKING OF UNDERGROUND N01 ER UTT'-ITIFS. SCALE 1"=50' 50' 0' 50, 100' FX IiNG >3 A Ir. — IlN 1/4 CORNER �•, - — — SEC:5-6-68 -_ - IRON PIPE - - STA. 131+50, 1 128+00 129+00 130+00 131+00 132+00 13 N EXISTING 18" RCP TO REMAIN ; o STA. 131+00, U 46' RT U. H 6+00 N H N 00 1 1 1 H ErOE I �-- - ,. -reh=:,ea�...-�.scW . - H 10+00 ..::_., .r.. 7 _ _ - �, - .- ... -.. ... -. -.. ... _ - "- _... .. 40' 40' H 21+00 H 71 pq ._....-. L j - R +06; 1� - H T i --- - s STA. 119+10, 46' RT - - - - - FUTURE SIGNALIZED ACCESS - RELOCATE EXISTING TELEPHONE PROPOSED RIGHT-OF-WAY (PENDING COOT APPROVALI I �- BY OTHERS (94.5 LT) (DESIGN TO BE INCLUDED IN PHASE 2) TEMPORARY E.O.A. END WIDENING -- -- - ---- - - ---- MATCH EXISTING - w w --- - — ,�,. Y-^-iE' — - _ --- — - --- w - - ` - - - 11 — - - - - - - ---- --- -- -- - - - - - --- -- - - - - - - ---- --- E --- - --- -- -- --- --- -- E - - E - — -- -- _ -- - E -- -- -. -- - - - - - - - - - - ---- - E - - - -- - - - -- -- - E — - Wa - - - - - - - - - - - - - - - -- - _ ► - - - - - - - - - _ _- - --. _ - ----- - E - -- N '—FEE •hh ..` . d cy alh O W Z w _ F _j I J HARMONY ROAD PLAN VIEW - N 4O + N N In N + 0D F H N .1 1 nmMNI 1111111� aomomo , v o PQ <a P I.O yYZW JQ < ago W goy < J t��gNja �G Ja -41N o c o o FCC:La W W W `— oc W 0 W 1 ` > a� co 1Y 'o Z i W W i N d I1 L cr ixO ydW� Wry r C d o'l Q Rb W V y, Lu O QU Q 0 SN V pU,' z3�. W0�C).' f� 0 LK A.I AU.,00 City of Toil Colllns Colorado I O'k 0 0 co E4 l E ('1 NI1 — .. _._ ....- PROPOSED SC Cl ION I IN[ --.--------- .. PROPOSE D PROJL C-1 I INI I ' PROPOSED CURD C. GUll[R �I - EXISTING CURD B GUITER �l PROPOSED EDG[ Of ASPHALT rI, EXISIING EDG[ Of ASF'HAE1 r`^ vv EXISTING (R.O.W.) RIGHT -OF -WAY O W EXISTING WATERt IN[ ' G EXISTING GASL INI j811RCI' EXISTING STORM mtrl I ---v CUT LIMITS �— l,M FILL LIMITS 0 PlYn 22'r51_" E r)0' T. Ifni .r_f'� = Sl A. IKg4 48.16 I XISl ING 1 1 1 (:I RIC W /I I I C l RIC POI I I XI`+I ING LIND[ RGROUNIt I I I (1RK v'/VAIIL 1 E XISI IN(; (I f CI RIC BOX I XI1.1 ING 1 EI I PHONf RISI It I XI`, I ING TILL PIIONf MA.NI101 E E XI`,1ING CABL I T.V. RISE R E XI111 ING SANI1 ARY MANHOI I F XISI ING I IGHT PO[ I EXISIING STREET SIGN IXISIING MAIL BOX E XISI ING WATE R MI TER EXISTING GAS MFTER EXISTING ASPHA[ T 10 BE Rf MOVI D NEW ASPHALT PAVE MFNT NOl F Sr L Cf NTEREINF IS BA',f D ON '4{t i'rterjgly ROAD-111'AY AVE. TO 1-?5 HnFV70NTA1 At 1%'r"'NI 11 PE AN SIT F Rn},' '11: (:IT Y hi I (,',I C01 1 INS DATE D K, 2.'1 OR INI OQVATIONAI USE 0!,` Y' 16 f 1 RAN(J I irdf IS 45' LEFT Of Sf C110N E IN[ . Rf 1 f R 10 (1'01 1`Etn,l" (a 5o(r( F(F), !,!I NnIE I FOR PROA CT 3. RE S10Rf CRA5S A"f DIAN IN ARIA", Ili ASPI IA.I 1 HAS BFFN RFRtOVFD. RI I I R 10 (;RO`.5 Sf ( I ION F OR Of T All S. 4. AT LOCATIONS M'Itf RE NEW ASPHALT IS TO ABUT EXISTING ASPHALT SAWCOI THE Fxl'.11(tG PAVIVINI A VIN'910M Of I FOOT BACK FROM fHE EXIST INC. E DGf , OR AT SUCH I OCATION MAT SOUND PAVE ►rl N1 IS LOCATED, RE 1.11iV[ PAVI 1" N''I , l ACK COAT I X.POSI D VI RI K A[ ASPIIAI I I DOE PRIOR 10 PAVIN6. (I'll SAWC(ITS Nol H(11101f; 10 )111`, NOT[ SHALL BI AT 14 LOCATION ')IIOV N ON lit[ IIAN Ahn) 1 YI'ICAI Sf CTION F I ANS). 1111 I NGIN'j RING INSPE C 101; Y.'I4 1 Df i I RF"'P:! 1 Hf f INAI 1 0( Al I00d Of 111E St yJtll S0 AS 10 Wt,KI S(IQJ IT IS N01 t.10!t(, III! VIIIll f'A.lN`• 01 GARS. A OVERLAY CONSTRUCTED FROM INTERSECTION OF TimnFRLINE HARMONY ROAD EAST TO LIMITS OF F'E(OJE CT REGRADE DITCH (RFFIR TO CROSS SECTIONS t rl H/!RR?ONY ROAD COR'f M INITY EXISTING ACCESS TO REMAIN 4 4 STA. 121+00 - - 32' LT E 1)ul OI A',J'I lAl I ,�_ _ ------------ -----•-------•-�--•kkltk••f1�"Afa+'kkAt'i^•=...w-.. STA. II8+00, 41' LT EXISTING 18" RCP HARRRON/7�� OTO RI MAIN p _ AN0. 00 SAWCUT LINE (SEE NOTE 4) �» STA. 125+99, 7' LT 0 F Xil') "c R.O.W. TI I I//IY PIAN F;I'PROVAF ^ APPROVFDr 'IC=' -- CHECKFO BYt—_2vA 2Z CHECM•ED BY: SVr. mv'ah Ill ih,r brie CHECK:FD BYr __I :� •a� f'nr t V if.^,Heil uJtt � CHFC►(FD BYr f ," 1i.'i, In'.-o., U.9t CHFC►(FD BYr Date CD01 RI VIEW RFVIFWED BYr (101Ik' -inpn<vlt( Wdim(x Dote RevlrW does not cons[inne apptuvel' 01 {darn prnnitte Is responslhle lot plans. STA. Isla 50, CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- SW922-1987 OR 53700 'DENVE CALL 2 BUSINFSS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING Of ONDFRGROLIND MEMnf R UTILITII S. SCA[ I 1 0' i)O/OFF...'...:0i ♦N 1/4 CORN( R ur„I� � iil C:7 I A I t (Sr I h'rilf II _ PI(O!`(i;[,II I .O.A. 1,1,f t __. u(^ r.r, I _ r.rr , •.•, r,r. nr,°<,.23� r ...- .. 1h+00 %3Q 'R 1? +00 I?6 00 127+00 129+00 125+00 130+00 7'RT 131.r 00 z c> II i Y)iNt t 51.1';(t11'II, " St.!"CUl'll t SI A. IIG" 10 0' 1 I STA. 1?3152 U U' I 1 l Sl.t",(tl l E SAWCUT LINE STA. ITS+10, 34' RT 62' STA. 125+77, 50 EXISTING 18" RCP TO REMAIN 1+00. c c> 16' RT START LL III \ Y I•,:Cl. I , I I I 7 , I \ , I r , I I 1� I , Y , r 1 1 I , .. t I .. 40, t• \I. - `�i -- �(>' R .. - .,-:1.,.... 1, l.b.i I 7i... I _.. I ,s... I, i/. I , �`;"7 • I (0 '. .. I "I _ '1 -I. I ..r n A'--"" ::.', ` '. .. � I r -c -. � :. L 't . ��• .A .. d. ..'F`-�-1++-� .. .. ' -. fir..,,, l-Vi i... __.:. - -\`� --��—•M—�---1n_ �`H I„I _.,1{.. _.__._�.-...---Ik A�--n-'- -i:+.".' ._ •�X---i�—^-i!-•—i!'---�1---- .. ..-....'1 . r. ..{ b'1' Il.._�Li..il_ {'t....-. .". _- :.. I \, `` /' i if I I I 1 A. 114'i10, ^(•' fcl E LIlOR[ SIGNAL IZFD ACCESS l RELOCATE EXISTING 1EE_E-PHONE PROPOSED RIGHT-OF-WAY (PENDING COOT Af'PRN PHASE ' BY OTHERS (0^.5' t l) (DESIGN 10 BE INCI (ID[ D IN FFiASE 7_> TEMPORARY E.O.A. w � W W w w C a N N N 0 w J l0 N N OD N a 0 W CO Y Y Q 1+•) OVERLAY WAS PLACED. N DEPTH VARIES. < in HARMONY ROAD PLAN VIEW W I 1I E OVERLAY WAS PLACED. DEPTH VARIES. END WIDENING — MATCH EXISTING I E.O.A. u T _ I I I I DRAWINGS OF RECORD 132+00 . I • Those Drawings of Record have been prepared based upon Iniormallon submitted by the CONTRACTOR. While this lnformoilon Is bcllevocl io be rellablo, SEAR -BROWN 1s not rosponsiblo i`or li s occuracy, nor for orrora or ornnilsslons which may havo boon Incorpor o-i ccl Into 1 his ctocurrieni os 0 r esull, � 1 a �' d✓, ' airi pia C.c LLI wP V,N(�u a Qi Qp oi. a ion o!^c L Lo nn aa? ana%3 c,� w a W a U a a 0) N O> — N W w d o 0 c, w z z a r U W a a � K � J � W Z_ U' a a Z Q S U W 0_j _ 0 a W z a w r0 a II da a¢ off W Ut J.N n ! 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PROPOSED EDGE OF ASHPALT PROFILE city �� Fr 1 Cn! ."s� Cn1nrzi.do EASTBOUND -SOUTH SIDE + ui - �--A v "`' j7: '!AL 00 e - - . - rf N .. N a.. - ----� --- -N - - _ ----- ----- - @ ------- - ---------- -- -- ------ - ------ ---- ----- - -- - - - - - - - -- - N ..... f a .. n ---- - a __... __� ......-- _.._...._ _iW.... --- .... ..... -- ....-..-_.._ -----__� .... _ _ ___..� .... - .1� ..... -_- lf1 .....--_N-... O .. .----_. ..� kn -. ---.. N ____ p .. ..._..Cd _... __ __. -- ___ .. _ __ ...-_ __------_--___ _ -_ _ _.-..n -. __..-----_-O• __._.-._---.. .-----____. _ _ ______. _.____ _ -----.... --- N_ --'---__....1; ..- --..._.._ -............ _ .----� _ --... ._..... O ._. --.� .... --0 .- -- ----0.. .. O ... 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I - ____ f-- .. __... -- f- ...___... .. -__� __.... ___ ..-..____ f_ ... -..___ .. ___-_` ___.___.- ____._.---.. f .. __ -... .___f _ _._.. -.. � -.-.--.- � -_-___-_..___f -----_____.--. --__. _... _____ _..__________ _. _ + .... ..... PItOPDS - - -- _.. --- _. --- ..--... --- -------- ------ _ -- _ ::: _ .. ._ __ :::: ------- _ ----------:: i- ..-....-.._ -. - - .. _ ... .-. GRADE- .. + .. .. - - .. + .-. - ._ -. ... -__ - -- --- - -- -- ---- -- ------- ...... ---- ... ... ._..... .__. __. .______ -- ------... .... ELEVAT - - . ----- ------ ... ... --------- -------- - ----- -- i - ----- ------- - _...._ -_. - -- -- -. _ ---- .. ........ ... - - -----_... ------- - --- - -- -- - --- -- ----- - ----- -- ------ -------------- ------ --- --------------- - _. - - ------ - _- - - - - - ...-...- ------"-------- --- --- ---:: ----- - - ----- --- - - -- - -- --- - ---- -- .... --- - ---- -- ----------- . ... - --- ---- + ------- ---- - ---------- - ------------ - -------- - --- --- - - - -- ------ --- --_-- --... -- ---- ---- - - .... -- OSED - ... ... ---- -- - . ...... . -- _. - - _ - - _ " - ..... - ---- -- : - ---- -- ------ -------- --- --------- --- - - --- -- - ---"------- ----- -- .- --- - ----------- ------.. ----------- ----------- ------ -------- ----------•- ------------ _ \ -- _......- - - - -- .... _ - - - - _ - . ..O.A. -. -- - - 4� -- - . ...... _ .__ - ------ - ----- ...- ... ----- --- - - ------ --- -------- ------- ---- - ----•--:::--- - -_ - ...... -- - -- -- - - - — - - --- - ---- - ---- --- --- - -- ----- --- ... - - --- -- ------- -- -- -- -- ----- - ----- ---------- ----- ----- - ._ - ..... - FXK fIMG - - _ ... _ - _ - - - - - - - -- - -- - - - - r - -- - - - = - _ -- ---- ------•----- ----•------•- ---- --- ------- --... _. GROUND _ - - - - - - - - - - - - - --- . --- - ._ -- ---- - - -- -- - - - ------ ---- ----------- •---------•----- . . ---- --- --- ... -- -- _: - -- - ------------- --- --------..... -" --- -- - --- .. - - - ------ _ _ . - - ...... -- _ - - EXIS ING _ -- _ - _ ... .. ...__ ---- - - - ----- ----- ------ - ..... -----------"- ............. ---------- •-••--------- ----------- ------------ --------- -------... ......... -----... -------- -----" ...- _ - GRAf1E - - ---------- ----------- --- ....... - _:. FLE AATIOIC - - __ � _ - - --- _ -- --- - - ----------•- -----•-•-•--•-- ------- - - -- -------.. - -------- -"- ---- - . ... ... -- - - Oo - a0 -- r - -..- v - .. - II� - ..... _ - -.... .--- - . - - -- --' - - -. - -vr - ._ ... tv - .. _ .... O ........ -........ 1✓ ...... ..... Q ....-. 9 .-- -- -- �.. _ v -- - --------- _ --------- O• --- - - -- - --- - cD _ -- ---- aD - -- -------- - II__ __ - ------ - ---------••-- _. __ - ... - ------ �_ __ -- m _. ____._ ---•-- -C._.... _. ..... .5�.._ ___. f.� ..._.. •......... i- .. _. in-- •. ... -.. -O* ._. - - ... - - Q,_- 0,-._. _ Q' ba- '.. !`- ... LO .. -....... - ... -- ._..._ .LO _ __._._._ ... ....... ... ---------- ___________ ----------_ .t0... _ O O O O O a) d+ -._ to to _ Lh ...-_- . .. i!5 10D ... S ._...._. S ip ....... .._ .... _ ... to ---- ---- ... --'- - .___ .... - - -- 0- -O+ _ O�-- OT-'-' II* - .. _....._____ II* _.....__.___.. YT ... __________ Lrr ._________.... �...._.... -!+ a, --..---_.. m--.-.... . C3--_..._ T C) -..- -- Oa - m- .-...... 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C._____..____.._ ------- ...... . ..... 5...._ ____.__ - ------- - 06 --- --- �__________.-._ ------ - -- 0' ---- -"- 4.p. ____ _ .. --- -.... -- N - ---. Q ._ ____. - .._. -- -- ... -_ ___ _ --- -- - ---- ._- - ----- - .. n ..--- - N --... _._ •_-_.... -- ea- ---- -- "_. .... M --- --.. Q ._. __.. w ...- .... .. - T -- ---- -- -" ..-_... _: ...... ------ -_. _ _. --- O+ _.. - .. _._.. ----- ---- __. _... _._ .____-__. _-_-----.. - .----... ..-.--. ..- - ---- -::: ._.. ...- ... ...__. __ - - ----- _ -'------ __.-..-_-_. - ------- -_____ ----____-- aD _ __..__..__. ... .------.-. ko............... M_. ____. _.... } •_._______. _..._ O ______.___._ D '..._ .___._... O _..._._. _.___. a •._ .._....___ O .._._.. O •_ ..........._ (T __._. _....._ a+ _ .... OD _._.... - - ___ ._.-.-. Ob .. .. dt3 - �._ .____.__... - _ ----.__.. ____. _ ------.._. __.._.-.._ ._--...-_. - Op ...-__ .___ - Ob .___. _. ._._.-___.-- -- r` ------------- _______________ -------------- TI_-----_--_-..-. (0..._....-..... �-.--._..._.--. _ O_. _.-...... ...__.. _.. a_____--._--._._ ._._.__.. _. a, ___._.-.-.. _ _.. _._... 171 .. ... .... -. .._. .. �.. .. .. __... O_. - ... .._._ �_ ___.. ....... �-- _._. _. _. _.__ �. _...... _. I!7 ar .. .. ..- 1!i__._.__----.. _ _ _._______.. _ ____. _... ___. _ - _. ___. _...._ �' ____. _____..__ �-._---___. ____....____ O-- _ _. ..__.. .__ O - - ___.....____ .___. __ _. Q'..... _________. __. _.. ______. .--__--.__-. -___._ ______. ____ ___________ _•-_----------- P_-.-_.......-_. V .-.-...-. V .. __. _..._ C ..-..... e..... ..-. ..... ... ._ .__... V .... .... V ........ V--........ Q ..... .. Q-----------... .._____ ... _ _ ____. _._. Q----...-. _... V Q-_____.. Q... 4945 4945 H 113+50 H T14+00 H 114+50 H T15+00 H T1b+ti0 H f16+00 H 116+50 H T17+00 H 117+50 H TIB+00 H 118+50 H f19+00 M 119+50 H 120+00 H 120+50 H 121+00 H 121+50 N 122+00 N 122+50 H 123+00 H 123+50 H 124+00 H 124+50 H 124+87 PROPOSED EDGE OF ASHPALT PROFILE . WESTBOUND -SOUTH SIDE 2�6 SBC-3 ■■ s■ APPROVED: �� Ity ngmeer t? CHECKED BY: at astewa e. U ity to CHECKED BY:/� IOrnIWfl er h rtY ate CHECKED BY. S e iwt on �le CHECKED BY: ra Ic ngmeer � to , CHECKED BY: Ua[e CALL UTILITY NOTIFICATION CENTER OF COLORADO i "00-922-1987 1 ' oR 534-6700 � t CALL 2 DtuDlEss DAys m ADVANCE . 8V9MYou 0IG, ti�'0CFF_ R ExcaVA1E FOR THE MARKKh10 OF U1oERGR0UN0 MEMOER IJ AMIES. IAInL• 0 M ., 4 t . , t 1 S varT. 0 r SCALE N FEET � � . i �p HARMONY ROAD (SH � 68) --�—? r .. •. •- I. . ; ,. f f l . � � es I • P ' O O Q O Yt W r .4 ►• '' o 0 U [ H ! a r r m U yY W e � c, a� oc -- � l� g pp�� n S E ty. . t-: kc 1:4 Y MY ,.a. LL n � } Q Q �) w, 4; �: QQ [� i G� t �, (w %113 1 h 1,r r 3 v a •a;f I r t i t7 E 0 s t f 5 •�-f 1!ts . ' i <., C �.: ; l h fa I f • f r. pp E C -4,L- w erg. �...,r_..,�.•,. •- PIM,rt'T f m, 1, f4 ^ << x7J� OI'll t �. �. 1,, y 1 .. . ' a � I.�Ih C4 T 3 a T H� ti J u� w ri c� u v c� m C6 m v� 00 (V In L, w s x rn 3 N 0 0 n NV 00 w MP < z 3 CEMENT MORTAR + PRECAST COP GRADE RINGS WHEN ADJUSTMENT HEIGHT IS 3" OR LESS, METAL ADJUSTMENT RINGS COMPATIBLE WITH THE EXISTING MH RING AND COVER MAY BE USED IF APPROVED BY THE ENGINEER. PROPOSED GROUND 16" MA; 1/4" RECESS + MORTAR THICKNESS MAY BE UNSYMMETRICAL TO SECTION F MATCH CROSS SLOPE OF (16" OR LESS) 35 ROADWAY. PROPOSED GROUND CEMENT MORTAR zg PRECAST CONCRETE GRADE RINGS 16" OR GREATER ADD MANHOLE I STEPS, IF DISTANCE FROM RIM IS GREATER THAN 28" 72"0 PRECAST SECTIONS ON ACCESS & AIR RELIEF VALVES 60"o ON BUTTER- FLY VALVES. SECTION (GREATER THAN 16") 35 GENERAL VAULT ADJUSTMENT DETAIL A ALUMINUM MANHOLE RING INSTALL UD 1 /2AND COVER WITH LID LOCK ' ABOVE FINAL GRADE CONC. ADJUSTMENT LIFTING 16" MIN. RING ASPHALTICHOOKS GROUT MANHOLE-12'O.C. STEPS i 8" PERFORATED PIPE - SUM PIPE ENCASED WITH MASTIC ° BLOC( -OUT TO BE GROUTED 1/2' SPACE < ASPHALTIC Y FOR SHIMS r < N GROUT e 12" 2-1/4's CONTINUOUS 12'x 12' CONC. FOOTINGS CAST METER SUPPORT IN PLACE OR PIPE SUPPORTS 8' LAYER OF PRECAST UNDER VALVES 3/4" TO 1 1/2- 4' OR LARGER GRAVEL NOTE: INLET STRAINER REQUIRED BY CITY B ■� :: ®■ ■ ■us ■ `PRECAST CONCRETE VAULT DESIGNED FCR 1 20 MIDGE LCADINC METER VAULT DIMENSIONS CATE VAL1c U 0 METER SIZE A B C D 3' 7' e' 3' MIN. V- 6' MIN. 4' 7' e' 3' MIN. V-6' MIN. 6' 8' 12'-6' 2'-3" MIN. 2*-3' MIN. 8' DETERMINED BY CITY GENERAL NOTES: 1. IF PRESSURE REDUCING VALVE IS REOUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE. STANDARD SETTING FOR 3e & LARGER WATER METERS D3 SEWER LINE INE FT. � 20 FT. MINIMUM 3000jPLZE PSI VIBRAT r3 IN, 12 IN. MIN.-1 1 4-12 IN. MIN. N.II O.D.PIPE I.D.N. SEE BAR SIZING AND 3 IN. MIN.-� LOCATION TABLE �� 3 IN. MIN. 3 IN. MIN. 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 - 140. 4 BARS 5 EACH SIDE SEWER JOINT ENCASEMENT DETAIL POLYETHYLENE BOND BREAKER h UNDISTURBED CONCRETE 5O1 TYPICAL BEND - 3' MIN. BEARING SURFACE PaYETHYLENE N STUBBED POLYETHYLENE BOND BREAKER / "D' J 'B'A •• CONCRETEBEARING L/ L SURFACE BEDDING UNDISTURBED MATERIAL SOIL TYPICAL CROSS SECTION MINIMUM BEARING SURFACE AREA (SO. FT.) PIPE BERM TEE OR SIZE 11 11 1/4. 22 1/7- 4a- w END r 1.0 is z5 w5 15 or I.s zs ws ao 3.3 12' 1e.5 Izo BOND BREAKER U DI TEE SOIL GENERAL NOTES: 1. Bearing surface areas shown in chart are minimum. POLYETHYLENE 2. All fittings to be wrapped with polyethylene. BOND BREAKER 3. Pipe installed under conditions different born those normally encountered shall require thrust blocks designed far those particular conditions. 4. Thrust blocks on pipe larger than 12" shall POLYETHYLENE be designed for conditions existing at the Installation site. UNDISTURBED �EAD END 5. Refer to section 03300 City of Fort Collins Std. SOK specification for concrete requirements. THRUST BLOCK DETAIL NOTE: PLACE TOP OF VALVE BOX 1/4- BELOW GRADE IN ASPHALT PAVEMENT, 2" MUELLER HYDRANT BELOW GRADE IN GRAVEL PAVEMENT, NO. A-423 OR 6" ABOVE GRADE IN ALL OTHER AREAS. (OR APPROVED EQUAL) e 0.1' TO 0.2• VALVE BOX PER SPECIFICATIONS \\` \ 24 \ MIN. 54' MIN. 66' MAX. APPROVED SWIVEL TEE i RESILIENT SEAT THRUST BLOCK \\ ' 'C ° -°�} GATE VALVE MAIN PER SPECIFICATIONS 8 MIL 6 PIPE ' SHEET OF POLYETHYLENE' -o .�' tv -, '• UNDISTURBED-�� .. o-� HYDRANT DRAIN OPENINGS GROUND eD 0 00 ' MUST REMAIN CLEAR OF OBSTRUCTIONS THRUST BLOC( PER CRUSHED STONE 24 MIN. 8 MIL SPECIFICATIONS DRAINAGE PER SHEET OF PER SPECIFICATIONS POLYETHYLENE SPECIFICATIONS FIRE HYDRANT DETAIL F CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE MANHOLE RUNGS • 12' O.C. PRE -FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE -FORMED PLASTIC GASKET CAST -IN -PLACE CONCRETE BASE to _ NOTE: MINIMUM INSIDE DIAMETER SLOPE OF PIPE MANHOLE SHALL 1'/FT. BE AS FOLLOWS: 1- i } MIN. PIPE SIZE DIAMETER MANHOLE . 15' OR LESS 48• i 3 POURED INVERT 18' TO 30' 60' OVER 30' 72' °D PRECAST MANHOLE BASE ALTERNATE BASE STANDARD MANHOLE C6 REINFORCING BAR ANCI40 CEF TABLE FOR SIZE ff TRENCH BOTTOM NOTE: MEGA -LUG ON ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.S.I. INTERNAL STATIC PRESSURE. VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR 'F'. .�� ACTUAL PRESSURE 150 (REQUIRED FOR VERTICAL BEND GRAVITY ANCHORS FOR 150 P.S.I. PRESSURE) BAR SIZES FOR 150 P.S.I. LESS THAN NO. OF BARS h SIZE 60CF 2 1 /2- 90CF 2 5/8• 133 CF 2 3/4" 200 CIF 2 1' 400 CIF 2 1' 600 CF 3 1' CONCRETE GRAVITY BLOCK VOLUME SIZE (INCHES) BENDS 90' (It 45' (ffs) 22 1/2• (fts) 11 1/4• (fts) 4 22.5 15.9 9.6 4.4 6 49.9 35.3 19.1 9.7 8 88.3 62.4 33.8 17.2 10 134.9 95.4 51.6 26.3 12 192.9 136.4 73.8 37.6 1♦ 261.2 154.7 100.0 51.0 16 340.7 240.9 130.4 66.5 1 FT.1 FT. 2 IN. THD. AIR VALES WATER LINE 5'-5" PRECAST CONCRETE MANHOLE SECTION ASTM C-913 4 1 0E' 1 FT. BUZZARD PLAN VIEW SCREEN MIN. (TYP.) MANHOLE RING dI COVER (y 6 IN. THREADED R-1758-E NEENAH OR 1L�1/ BREAK -OFF APPROVED EQUAL COUPLING VALVE BOX TO BE USED IN TRAFFIC AREAS. LID MUST BE MARKED FINISHED GRADE AS "SEWER" NOTES 1. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS SHOWN ON PLANS. HEAVY-DUTY ACCESS COVER OVER CLEANOUT 2. CLEANOUTS SHALL MEET ALL F (KEEP N LANDSCAPED REQUIREMENTS OF THE UNIFORM Q AREA, NOT PAVEMENT) PLUMBING CODE. 1v 4' PVC SDR 35 PIPE R FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW W - o COMPACTED GRANULAR ELBOW ,&� 8 MATERIAL CONTINUATION OF 8'x 8'x 4o o °°a SEWER LINE o 45• WYEo o�U�0 0 FLOW oK°�o0 oo°a000 0 12' PVC PIP CONTINUATION OF SEWER LINE OR PLUG AS REQUIRED SLOPE TO MATCH EXIST. GRADE AS REOD SEWER CLEANOUT PROPOSED GRADE TOP OF PIPE TOP OF PIPE INSTALL MEGALUG ADJUST 4-12" 45' PROPOSED RETAINER GLANDS BENDS UTILITY ON ALL FITTINGS CROSSING AND JOINTS. 90" BEND Ca GRAVITY ANCHOR J ( \ (TYP.) SEE fl/� GRAVITY ANCHOR PROPOSED DETAIL THIS THRUST 12" WATERLINE SHEET BLOCK VARIES (') �5' OR 2 1/2 PIPE DIAMETERS WHICH EVER IS GREATER NOTES: 1. THRUST BLOCKS FOR 12" DIP SHALL HAVE AN AREA OF 9 SF AGAINST UNDISTURBED SOIL. 2. VOLUME OF GRAVITY ANCHORS FOR 12" DIP SHALL BE 5.1 CY. 3. ALL PIPE AND FITTINGS ARE TO BE WRAPPED w/ POLYETHYLENE WRAP. 4. ALL 12" DIP SHALL BE CLASS 52. 12e WATERLINE LOWERING DETAIL 3 PRE -CAST CONCRETE 24• FROST LID GRADE RINGS MORTAR _ - 28 IN. - - POLY WRAP PREFORMED PLASTIC GASKET VENT PIPE MANHOLE STEPS 4 FT. SQ. PRECAST RECTANGULAR BOX • 12 0_C. 90' MJ BEND CONFORMING TO ASTM C-913 6 IN. PVC (C900) DESIGN REQUIREMENTS 2' THREADED 2' BRASS GATE VALVE WITH AIR RELEASE AND WHEEL TYPE OPERATOR VACUUM VALVE 2 IN. BRASS THREADED NIPPLE GROUT BASE TO BARREL SADDLE 2' DIRECT TAP OR SECTION ON INSIDE TAPPING SADDLE w/IP THD. OUTLET 2 IN. DOW STYROFOAM HI-40 INSULATION CONCRETE FOOTING + OR APPROVED EQUAL INSTALL 48 IN. DEEP FROM TOP OF PRECAST BOX O Brr MINIMUM 3" COMPACTED GRANULAR SECTION MATERIAL AIR RELEASE VALVE F5 W. EXISTING CATHODICALLY PROTECTED WATER TRANSIMISSION MAIN FLANGED TAPPING SLEEVE FLANGE x MJ TAPPING SLEEVE 3FEET � O _ 12" DUCTILE IRON PIPE 12 PVC PIPE (TO DISTRIBUTION SYSTEM) MECHANICAL COUPLING NOTES: Li 1. THE CONTRACTOR/DEVELOPER TO PROVIDE ALL MATERIALS. 2. MATERIALS TO BE AS INDICATED IN THE CONSTRUCTION STANDARDS SPECIFIED BY THE CITY OF FORT COLUNS. 3. EXCAVATION AND BACKFILUNG FOR THE TAP CONNECTION PROVIDED BY THE CONTRACTOR/DEVELOPER. TAP CONNECTION FOR CATHODICALLY PROTECTED MAIN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700DENVER CALL 2 OLM1ESS DAYS N ADVANCE BEFORE YOU DKKk GRADE OR EXCAVATE FOR THE MARKNO OF UNDERGROUND MEMNER UTLr E9. mmmmmo o©a©©e 96 moo U� €OXIN! > ` =0 € am m HF 646- jm8 p.w S �6p'>~ig UE 5.1 �§- -Km 84+' 0 0 � 0 h 0 o�d z z LJ ~ 0 �t•� m 1 6 U- Om YU � �� < ad da n-t o� DINT �Iz City of Fort Collins, Colorado UT1 �TY PL AP ROYAL L �1 APPROVED: T q� Director of/En gii neering Do e CHECKED BY: •Dote a k W tewot ti rdy CHECKED BY: Stormwater Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Dote CHECKED BY: Date z_ two E O ol m W. N W. !, 0. N n v �m SUN 02 U x hn Wd0 0cc E-4 rA�o t` c0v w �° EC W W Z F W U U co a O U H � Q W M O _ W O r a W U6 J QUO.J } -1 J Q LU O W EL 0 M t- U &qO CC Q En E Cr O [i 2 LL LL ap a. 0 z Ft o .J � a H W 0 F PROJECT NO. 823-001 DRAWING NO. 35 C R V 1!1 } c n / •o > P E �a E ENn Od/ K N L •mac • o *o E E O . FLOWLINE NORTH MEDIAN_ (MEDIAN OUTFALL CURB & GUTTER ) HARMONY ROAD (SH 68) • raRz. —i--�� VERT. 0 _1 2-5 5 SCALE IN FEET Y Y �71 w Y Y 71 Y Y 71 Y Y 71 Y 71 CDO T REVIEIV a REVIEWED BY: m0T mv* m vt Cowry r a Dsk ReYfew does not consHRtte'appeorel' d place- PtrmlMe is •cfpotu�le (at pins. 41 t CALL UTILITY NOTIFICATION CENTER OF COLORADO , 140"22-1987 oR 534-700 '01m DHNEA = CALL 2 OUST EN DAYS M ADYMICE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE HARKM OF UIOFRf•RR' M C - ; lEKRER UTILITIES. 4-1 H a y r r W � r •� i 7 w r J 6�. G_ 1 0: Gd Nr Z' .� , 9 O 1. 04 E � o 0� 2 N eo sWWWp 'LM ■ :-& 'y a d' l A. UBA x , -A �V > 3 PROJECT to. .r 823*nl DRAVAIiC ' ' *. H . , 3 , 1-4 LA 24X36 SBC-3 0 HARMONY ROAD TYPICAL SECTIONS '0 a o o RIGHT TURN 6' TRAVEL LANE TRAVEL LANE LEFT TURN LEFT ' TRAVEL LANE TRAVEL LANE BIKE 251 LANE BIKE LANE LADE LANE IKE LANE RAISED MEDIAN; w I 22 NEW PAVEMENT s+ Y OUTFACE MATCH 2.00% CAG (TP) 1.6%-2.r/. I 2.DOx^ (A(RD JEXISTING ----------------------- r====-------------------------------------- ----------- --------------- ---• - - - - - - - - - - - ------------------- ------------------- I 12' LEFT TURN 13' LEFT LANE T' NOTES THE ENGINEERING INSPECTOR TRAVEL LANE LANE TURN MEDIAN WILL DETERMINE THE FINAL SAWCUT PAVEMENT 34' RT. (ULTIMATE) (ULTIMATE) (ULTIMATE) (ULTIMATE) LOCATION OF THE SAWCUT SO AS OFF CENTERLINE MILL 4 OVERLAY - REFER TO TO MAKE SURE IT NOT ALONG (STA. 105+50 TO STA. 09+101 ROADWAY PLAN AND CROSS SECTIONS THE WHEEL PATHS OF CARS 8' STA.106 + 50 TO STA. 107 + 41 l(ULTIMATE) BIKENOTESBUS TRAVEL LANE LANE STOP PULLOUT (ULTIMATE) 2 STA.1D6+50 TO STA.109+50 SHLD. PAVEMENT NOT SHOWN (ULTIMATE) ' (TYPICAL RE -STRIPING FOR ULTIMATE CONFIGURATION) TRANSMON STA.107 + 44 TO STA.109 + 66 94.5' 1 59' ; 12' 1 12, 13' 13' 12' 1 12, 8' s RIGHT TURN 6' TRAVEL LANE TRAVEL LANE LEFT TURN TRAVEL LANE TRAVEL LANE BIKE o c LANE BIKE W MIN. • VARIES LANE ' LANE SHOULDER u o J LANE t RAISED MEDIAN ? CL o r + 22' NEW PAVEMENT I d w'r ------------ I &G (T P)�� -1.6-%---2.-1% -- - I I w MATCHIN -- EXISTING G --------- --------- --2 r- TRLAME TE MEDIAN (ULTIMTEULTIMATE NOTEt THE ENGINEERING INSPECTOR WILL DETERMINE n EXISTING SAWCUT PAVEMENT T5' LT.7 THE FINAL LOCATION OF THE SAWCUT SO AS TO SAWCUT 34 RT. OFF CENTERLINE MAKE SURE IT NOT ALONG THE WHEEL PATHS (STA. RO+a TO STA. 13+93) OF CARS (STA. 105+50 70 STA. N9+10) 7( A4 INSTALL CURB AND GUTTER REFER TO PLAN VIEW, DWG. H-2 GRASS W ALE STA.109 + 66 TO STA. 112 + 80 STA. 90+00 TO STA. 13+50 (SEE CROSS SECTIONS) TRANSITION STA. 112 + 80 TO STA.113 + 50 94.5' _ VARIES 59' TO 75' ; 0 12 ' ' 4' ( o s RIGHT TURN TRAVEL LANE TRAVEL LANE SHLp SHED,TRAVEL LANE TRAVEL LANE BIKE o LANE EXISTING G ASS MEDIAN ' LANE 0 WIDTH VARIES SHOEDER O CL I EXISTING LANE J I ' COL2 SHOULDER r 22 NEW PAVEMENT 22' NEW PAVEMENT I (MINI I - - - - - - 1.6%-2.1% 2.00I x 1.67-2.1% 2.00% MATCH I w r ta - ----- -- - - - - ---------- ---- - -- --7--- _------ I E---- ----------- - - - - - -_ EXISTING .-•-- _ _ T r< 12' q' STA.1116+50 TO STA.123+50 TRAVEL LANE HLD.I SAWCUT PAVEMENT 34' RT. 4:1 FILL SLOPE (ULTIMATE) OFF CENTERLINE (SEE CROSS SECTIONS) OF EXIISSTIPNG�NORT E.O SOUTH STA.113 + 50 TO STA. 119 + 10 (STA. I05+50 TO STA. I9+10) (STA. 1114+10 TO STA. 120+80) 94.5' A �1 LANE _..._...._ _....-----.... LANE o K IL EXISTING LANE , + I f f 1V 2' SHOULDER r 2 a r PAVE PAVEMENT , 1.6%-2.1% 1.6%-2.1% .00% (MIN)1 .00% (MN� 12' q' TRAVEL LANE HLD.I SAWCUT PAVEMENT 46' RT. SAWCUT PAVEMENT 32' SOUTH (ULTIMATE) Is OFF CENTERLINE OF EXISTING NORTH E.O.P. STA. + 10 TO STA. 121 + 15 (STA. 09+10 TO STA. 131+00) WIDTH VARIES w/TAPER 12' 8' (STA.120+80 TO STA.124+8T) TRAVEL LANE l(UL LANE TRANSITION(ULTIMATE) TIMATE) 1 2 STA. 112 + 15 TO STA.126 + 00 (ULTIMATE) (TYPICAL RE -STRIPING FOR ULTIMATE CONFIGURATION) 3 O K W a I< 0 d 3 o to WIDTH VARIES -"""'""" a- I a EXISTING LANE 2' SHOULDER + + I z a PAVEMENT X WIDTH VARIES 1.67-2.r/. 2.00X 1— — — — — — — — — — — — — — — --J ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 2.00r. 16i z.ri -- t------------------------ --------------- 12' --------- - TRAVEL LANE HLD.I SAWCl1T PAVEMENT 46' RT. tuL1MATE) OFF CENTERLNE STA.126 + 00 TO STA. 131 + 50 (STA. R9+10 TO STA. 131+00) EXIST. 4' t I ,• ISHLD BIKE LANE : C1tr Of FM Calm Cdora& x &Fjgj*0VAL ' O4 Eh " CHECKED BYs WA 9•7.M WYtQ 6 WaXtwste Wy Dale CHECKED BYe CHECKED BYs -- puts G Fm WAM Dsee CHECKED BYs as(6c Erow CHECKED BYs Dsee CDOT REVIEW REVIEWED BYs IDOTDevdcmotCom mm f Do Review does not oa:6NURe *vrov0 of p6m. P i tte Is nepondNe Im omm Yo� d W i R L ti. IL rQ~QWy ra t � stfz W �f r�„ r, N i o n 0 0 0 U W E�Q O N n O`^ L I Ib _� N O O E Q O W 0 E es°U HARMONY ROAD TYPICAL SECTIONS Y �. 119 I 12' 12' 12, 12' 13' 3' 12 ' RIGHT TURN TRAVEL LANE TRAVEI LANE LEFT TURN LEFT TURN TRAVEL LANE TRAVEL IANE BIKE LANE 6' LANE LANE LANE x BIKE LANE RAISED MEDIAN I NEW PAVEMENT 1' UTFALL C 2.00% 2.00% (MIN)IOT i _ EFT TURN ' LEFT LANE T NOTWILL D11EkL'�'�I MEDIAN THE FINAL 0 ERLAY OVERLAYI / TRAVEL LANE L ANE TURN (UI TIMATE) AS ti�- DEPTH VARIE (UL TIMATE) (UL TIMATE (ULTIMATE.I TOCMAIKE SURE HT N01 ALONG (TYP.) *MILL III OVERLAY - REFER TO THE WHEEL PATHS OF CARS ROADWAY PLAN AND CROSS SECTIONS STA. 106 + 50 TO STA.107 + 44 12 TRAVEL LANE I B KE NO1E' BUS STOP PULLOUT (Up TIMATE) LANE (ULTIMATE 2 STA.106+50 TO STA.109+50 SHLO. PAVEMFNT NOT SHOWN (ULTIMATE) (TYPICAL E-STRIPING FOR ULTIMATE CONFIGURATION) TRANSITION STA. 107 ++ 44 1 U- 5TA.109 + 66 -9F ff(tfff 94.5' A., 12' �1 TI LANE 40) "A (STA.110+1110 STA.113+93) INSTALL CURB AND GUTTER REFER TO PLAN VIEW. DWG. H-2 13' I 1 12' 1 12' 6 TRAVEL LANE TRAVEL LANE E E 1 111RN 1 RAVEL l ANE 1 RAVE I L Ai BIKE BIKE 1 MIN. RI LANF LANE LANE RAISED MEDIAN I' OUTFALL C6G 13' MEDIAN A E TRAVEL LANE ULTIMATE) NOTE' THE ENC.INFERING INSPECTOR WILL DETERA9N (ULTIMATE) (ULTIMATE) THE FINAL LOCATION OF THE SAWCUT SO AS MAKE SURF 11 NOT ALONG THE WFIFFL PATHS OF CARS STA. 109 + 66 TO STA. 112 + 80 TRANSITION STA.112 + 80 10 STA.113 + 50 LANE LANE .ji) III,I f EXISTING 2 SHOULD 22'NEW PAVEMENT 2.00% (MIN) f _— Q OVERLAY OF FXIISTINO-t+E)I� -i I jD_ t to -m !204 1• (MIN) s MATCH EXISTING r CJ a z X MATCH 60 EXISTING MATCH 6„ EXISTING rl 4r1 GRASS SWALE TA.110+00 TO STA.113+50 (SEE CROSS SECTIONS) VARIES ES 59' 10 75' _ CI V d L L ANr 1RAVE1 LANIIIII' BIKE d ' LANE rr SHOULDER 22' NEW PAVEMENT X W� 2.00% (MIN) MATCH —� 6i/ EXISTING 12' 4' STA.116+50 TO STA.123+50 FILL TRAVEL LANE SHLD.I OVERL Y Q (SEE4ol CROSS SEOCTIIONS) (ULTIMATE) STA. 113 + 50 TO STA. 119 + 10 - I 12' 4' RIGHT U TRAVEL LANE TRAVEL LANE SHL IK LANE EXISTING LANE 2' SHOULDER--4 r 110' ✓! VARIES ' _ _ _ _ _ _ Wvv - Q OVERLAY - OFFX1`sTiNtNOR T i'� r-fr.4' W IDT-11 . il,nrTr�� --F'STM1 -. I?0+6O -TE> r 75' I 1 4' 1 12' _ 1 _ 12' _ .-L 2.00% (MIN) 1. 12' 4' TRAVEL LANE SHLD. (ULTIMATE) ti o BIKE ; O LANE o LD 10' NE PAVEMENT X w 00% (MIN)I � :1 STA. 119 + 10 TO STA. 121 + 15 12' 1 8 TRAVEL LANE BIKE (ULTIMATE) LANE , TRANSITION (ULTIMATE) SHLD. STA. 112+15 TO STA.126+00 (ULTIMATE) (TYPICAL RE -STRIPING FOR ULTIMATE CONFIGURATION) C ME City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVEDI Cam MoNair 2/8/01 Oty Engineer Date CHECKED BYr NA 2/T/00 Water & Wastewater Utility Date CHECKED BY: Glen D. Sohlueter 2/10/00 stonnwatet Utility Date CHECKED BYI NA 11/23/99 Parks G Recreation Date CHECKED BY. Erto L. Brooks 2/10/99 traffic Lriprim Date CHECKED BYI Date CDOT REVIEW REVIEWED BYI CDOT Development Coordinator Date Review does not constitute 'approval' of plans Permute is responsible for plans. 751 - W.These Drawings of Record have been prepared - �ir— o based upon information submitted by the CONTRACTOR. EXIST. EXIST. 12' EXIST.12' 4' I SHLD TRAVEL LANE T AVEL LANE BIKE ; o While this information is believed to be reliable, SEAR -BROWN v l HL 12, 'Wn is not responsible for its accuracy, nor for errors or EXIST RASS M IAN LANE � o XI BIKE w H vA / g ommisslons which may have been incorporated into this EXISTING L_ANF I I 10, z document as a result. 2 SHOULDER WIDTH VARIES PAVEMENT w 2.0 '. ) �- _ 00% (MIN •--�_-_.:_-- ---- -- 1L I 4' �OVERL Y Q Q OVERLAY TRULTIMATE) LANE SHLD.I STA. 126 + 00 TO STA. 131 + 50 nrr rcu'rrol uIr � m O w H r a Q O Z O to F- z Q O O Li Z LIJ i H— m I V) 1p tf) V I� N O w ar a W N N = O U W F In Cr U U Q z a U' z Q w � r U Co L_j U it ZW a a Q_ J Od 101, 0 Z N (\j ELC) OD i m cD E 0 O 7 00 N U L o coo�NN s NLn� V) C 01 O� m ID Q o�-�v^ o n o N L1J m o r- x &s ro to s 3 ^ c/ J N Li 9- L.L. _ 2 �U N � N Q V O LU J �j O a O LU J 6"z Z wZLLO cr O c~i O�HF 0<50 'i S a LL. 'i "PROJECT NO. 823-001 DRAWING NO. DESIGN( OF HARMONY ROAD HEST OF TIMBERLINIE ROAD REPRESENTED WITHIN THE HARMONY VILLAGE UTILITY PLANS. O O O O OD W Q > F- 0 m cn Q LLI LLI Z Lu J (n 2036 SBOF33 LL LLI Z STA. 105+86. O' RT J LLI Cm C TYPICAL TYPE 2 OBJECT MARKERS CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700 �OTIV�ER CALi. 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRACE. OR EXCAVATE FOR -!£ M^P✓IW: nc UNVLRGRMM (EMBER UTILITIES. R3-17 (24"x30") q� OCATE STA. 106+72. 5.6' RT I R3-TR (30"x30") STA. 120+80, 60' RT A.&+21A5 6' RT SCALE W=50' 50' 0' 50' 100' STA.113+35, 60' RT (SEE NOTE ID RELOCATE STA. 111+00, 60' RT R5-1 (36"x36") 126+00 127+00 ACCESS COOT APPROVAL) 8 a + o: J J Q HARMONY ROAD (COLORADO STATE HIGHWAY NO.68) Q EDGE LINE WHITE. V WIDE BROKEN LINE WHITE. 4' WIDE (10' SEGMENT, 30' GAP) O SOLID A BROKEN LINE YELLOW, 4' WIDE WITH 4' GAP BROKEN LINE WHITE. 8' WIDE (2' SEGMENT. 4' GAP) O EDGE LINE YELLOW, 4' WIDE © DOUBLE LINE YELLOW. 4' WIDE WITH 4' GAP O CHANNELIZING LINE WHITE. 8' WIDE 24ANSVERSE WILINES, 8810 D.C.CAT 45- WHITE dXISTING STRIPING TO REMAIN PROPOSED SIGN ONE WAY c(336"xl2") STA. 113+49. 27' LT 128+00 129+00 f _ -m_ RIGHT LADE R3-7R MUST (30"x3O") TURN RIGHT STA.114+00. Sr LT R3-17 (24"x30") STA. 115+00, 60' RT NOTES: 1. ALL SIGNING AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT COLLINS PRIOR TO ANY EXISTING SIGN REMOVALS. 3. SIGNING AND PAVEMENT MARKING SHALL CONFORM TO THE LATEST REVISION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). 4.INSTALLATION OF ALL SIGNING AND STRIPING SHALL COMPLY WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD (COOT) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 5. DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. 6. ALL STRIPING SHALL BE PAVEMENT MARKING PAINT, AND SHALL COMPLY WITH CDOT SPECIFICATION SECTION 713.04. 7. SIGN POSTS SHALL COMPLY WITH CDOT SECTION 614. 8. ALL NEW DELINEATORS SHALL BE INSTALLED IN ACCORDANCE WITH CDOT STANDARD SPECIFICATION 612 AND M95 STANDARD S-612-1. 9. PRIOR TO STRIPING, THE CONTRACTOR SHALL PREPARE THE PAVEMENT SURFACE FOR PROPER ADHESION. 10. PAVEMENT MARKINGS SHALL BE REMOVED IN ALL AREAS REQUIRING NEW STRIPING. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTEND THAT THEY WILL NOT BE VISABLE UNDER DAY OR NIGHT CONDITIONS. 11. PAVEMENT MARKINGS AND SIGNS FOR RIGHT IN AUXIL4RY LANES TO BE APPLIED ONLY AFTER CDOT ACCESS APPROVAL 12. PLACEMENT AND INSTALLATION OF ALL NEW, RESET, AND RELOCATED SIGNS SHALL BE IN ACCARDANCE WITH S-614-1 AND S-614-2. 13. ALL WORDS, ARROWS AND SYMBOL MARKINGS WITHIN THE RIGHT-OF-WAY SHALL BE PRE-*OKMEU fl-ASTIC PAVEMENT MARKING, WHITE. ALL LETTERS, ARROWS, AND SYMBOLS SHALL BE IN CONFORMANCE WITH THE 'STANDARD ALPHABET FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS' ADOPTED BY THE FEDERAL HIGHWAY ADMINISTRATION (ARROWS -15.5 SQ. FT., ONLY -22.5 SO. FT.) ARROWS & SYMBOL MARKINGS SHALL BE IN-4AID IN HOT ASPHALT. R1OHT LATE MUST t3o� TURN RIdIT .18+00. T2' LT O ' O O O O, r �Q 1.. 0 VJ W M W Lu LII ZLU J (n INq AR I. CHECKED BYi . ..r �., CH ECKED 17 CHECKED BYi CHECKED BYs a ,. CHECKED 11111� aooemeo �1 W C �W F N � •ti zF W � tWY Z W 2 %� r r r U x m = Lq yJ 4 d rZ c d NL o IL H :- 9 DW ■ CDOT REVIEW REVIEWED BYI CDMDevdW,pentCDm* w DW Ilnkw does not oansflnile'spp ovO of phis. Patine Is n mmuebr Plea I OO Ic o t u i a u a E i E o ° n O n L m � 0 o E _o • . VARIES OUTFALL & GUTTERS (SEE DWG. 34 FOR DETAIL) 4" DAVIS SAN DIEGO BUFF EXPOSED AGGREGATE CONCRETE 1/0 TYPICAL FOR EXPOSED-- ALL SEctloNs AGGREGATE CONCRETE >91 EXPOSED COONNCRETEE 18 "' MULCH ...2...:.....• .•......... COMPACTED FILL TO Of N I I - MEDIAN CURB AND GUTTER p,\� FILTER MATERIAL (CLASS A)=M� SUBGRA rl K) MIL PLASTIC LINER 4 PERFORATED PIPE WRAPPED WITH WEED BARRIER TYPICAL LANDSCAPED MEDIAN SECTION N.T.S. L2'-IN' 2'-2' 3'-4'R 8'-0' — 2'-3'R 2 -6 1'-I1' 2'-6• 2'-3• 6'-0'- T2'-6' 2'-3' a RIGHT TURN PAVEMENT ARROW DETAIL N.T.S. 2' TO FINISHED GRADE 1 CAST IRON FLOOR BOX ENAH R-7506-E OR EOUAL 12' ADS N-12 PIPE - o� 0 0 0 0 0 f- 0 0 0 0 0 SOR 35 NON-PERF. 80PVC CLEANOUT RISER 450 SWEEP SDR 35 8' PVC PIPE 6' SPOOL SDR 35 8'PVC PIPE 12' ADS N-12 PIPE PREFABRICATED HORIZ. BEND �— FLOW 11 I' 45' SWEEP WYE SDR 35 120x12'x8' PVC PIPE UNDERDRAIN CLEANOUT . DETAIL PAVEMENT "ONLY" DETAIL N.T.S. PAVEMENT MARKINGS N.T.S. - 2'-10'1 2'-2' 3'-4'R 8'-0• �34 - 2'-3'Rr I 2'-6- 2'-6- j i i — 2'-3' �— 6'-0' — LEFT TURN PAVEMENT ARROW DETAIL N.T.S. `..V OF fQi CEO&. Cabf8dO . r;.. AI. WPMVM aecKED 7� BY: u L (i Male( GMnte�ekr UMW CF MKEO BY: AI. A, 1I4o 9lattnoatG uft Dm CHECKED BY: ___ _ L� G Rnaatlm Dtee CHECKED BY: itelBc �� DaftCHECKED BY: Doe CDO'r REVIEW REVIEWED BY: CDOT Derelopmmt Cm deter 91 Date ReMedoes not cons ttft %pprarar of pans. permit Is iemmome Fa► p m 2'-6' MIN. PREFERENTIAL BIKE LANE SYMBOL DETAIL S TO SIGN WITH rm TL-3BO6 DRIVE REVETS OR APPROVED EQUAL. (TYPJ MGM INTENSITY SLEETING REFLECTIVE ' 2" PST- 2OF12 TElESFAR TUBRIG- PERFORATED a GUAGE OR APPROVED EOUAL (TYPJ m TL-3806 DRIVE REVETS OR EOUAL.(TYPJ 21/4" ANCHOR (22FI2A3) OR EQUAL TYPICAL AS STATED N THE ' ^ UNFORM TRAFFIC CONTROL -STREET CURB DEVICES MANUAL SIGNPOST DETAIL N.T.S. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR IN HEM 53"700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. gi tw N d z 0 a ti tD to 'ef fn lV — O ?; 0 Y tp to O - ta Z tr mfgv J , Fib {may `. .-�. 4 fNJ Q� 6'i W tT N�< oe^�s� U yO ��'+Wg�Qypp$'t J %bpi y�l y � ig�ss :fit t�Sg7�� us H 4 U < z W W W V St Liu jk� Ogg ' s r boa Z O : E a L1/ $ v �Vc N� O Q N oC_oo� SID. LLJ U n (n $ Ns� i 4960 -45 -40 -35 -30 -25 -20 1S -10 4970 L._. 4965 4960 -45 -40 -35 -30 -25 -20 -15 -10 -5 4970 4970 -45 -40 -35 -30 -25 0 5 10 20 25 30 35 40 108+00 4970 12' MILL & OVERLAY FULL DEPTH RECONSTRUCTION I I W 1.6%-2.ri 1 J _ - _ _ _ _ _ _ r - 4965 1 } LANDSCAPED MEDIAN 4960 P��R , Tp PwG, Li 45 50 55 60 65 70 4970 4965 4960 75 -r Z Q 1.87 ------ -----J ~ -2.00% l.i - - U----------- Q L.L., -45 -40 -35 -30 25 107+50 12' MILL & OVERLAY FULL DEPTH RECONSTRUCTION ' 1 Z co 3 4965 LAN SCAPED N EDIAN REFER TO DWG. Lj j 3L, 40 45 50 55 60 65 70 4960 -1 -L--L _.1_.-L_L-L - 1 , , L , 1 1- I , 1 , , 1 , , , 1 , , , 1 , , , , I _1 L. ., l.-._1__Ll. I 1- LL-L_ - 1A , , J -45 -40 -35 -30 -25 -20 30 3S 40 in7 nn 4970 4965 :L•Z:Ii -45 -40 -35 -30 -25 20 -15 In 12' MILL & OVERLAY FULL DEPTH RECONSTRUCTION 4970 _ _ — MATCH EXISTING z CROSS SLOPE (TYP) 1.6%-2.1% - U U ~ 4965 _ t - _ _ t -- � - a LAN SCAPED a MEDIAN NOTE: N REFER 0 DWG. LI THE E GINEERING INSPECTOR WILL DETERMINE THP FINAL LOCATION OF TH SAWCUT SO AS TO I MAKE SUE IT IS _,NOT, QNG- THE WHEEL LPAjHA�CA,R .-. , 0 5 10 20 30 35 40 106 + 00 -5 4965 4960 -45 -40 -35 -30 -25 -20 -15 -10 -5 L L ,.' • { 0 5 10 15 20 25 105+50 -2.QQ% ---------- --- 45L 50 55 60 65 0 ?0 e 30 40 45 50 55 60 65 106 + 50 d -2.00% - 45 50 55 60 65 30 35 40 45 50 55 60 65 0 5 10 15 20 25 30 35 40 45 50 55 60 105 + 00 4970 4965 4960 75 4970 4965 4960 70 75 4965 � y � � 7 ( 1 4960 70 75 f M l ' . j L. t 4970 1-1 1,6 4965 ' 0 Y W G C. / _ a 2 w C) J u' 'Cc= w Lu 4960 c> U 70 75 2 4970 4965 a+ m as s 4960 w 70 75 0 0 UC,4 y {p. 49701i�.: 8 - 3 Z , 4965, o W E-• o m m m m i:3 nn ne 1111=11� . 0000eo� �g o . 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I I , I , , I , I I I , I I I , I ,_ l , , I I , , , I I I , I , , I I I —. 4<jl� U (� r r Ir , 4`.) 4�) SC) ?I) rO IU �) 0 10 40 4") 0 0 (0 106+00 49ro - 496�) 4(1I0 4 (1(") N N N ti I 10 10 11) i0 3`) 40 4`) 11)0 60 61) 1`0 ('I 0 105+50 ° �Ja 49 (0 Z Lo CA1HRp Ci) mil -PI -AY T111CKN, SS VA / 4l1 7�.{ it � II, I ^IIIIL. 4960 41 40 1 LLI z .J 1- U a N 4960 40 TIMBER INE ROAD E Ci m 0) > ul w w u1 u) C) x x k' Y or a J UI r L1 `3(;kJ - (rl ui a 4ii ul 0 I., ?0 ?.) 30 3.) 40 4_, 0 6C) E,II (0 < 105+00 TIMBERLINE ROAD I I I I I I I 1 I 1 I I N c n < o � III Cif �a L o � ono as ana�5 n� r- ^ r, W r N F N U �1 N Q � LLI rr 41 W Z l9 Q z > h h- m W W = Win o LnL aaww a ¢ oo It 1r- Q O �U cr J W 0a 0 K G = N —I D O I U) d ai N o ° Q L) o Z C> } z J a W d r,�+ wz- ,. cr 0 IL U ii d>v- f- 1, En C n wr aaNCC r� 0<Rrb C) ;'cr o aSu -u 0W r'i20.4 C 1 No. >r 3- 00I DRAY.ING NO. yg"� 1 I W � V U ' � M 4970 O N I 0 - ; oa �1 E •o„�v 00 2 a �. N I �NTib oo rQ � U k 4965 FULL DEPTH RECONSTRUCTION IUKAaa bWALt• LANDSCAPEDi Ai a 01 Z O M 1.6%=2_IY. REFER TO DWG. LE - - - - --- 1.9% ------- ------------- —2.00% --- >;al - -4;1- ------ -- -- --' -- ----- -__ -M U — ---'' tT lT zL nn Ar Cn c:r 60 65 70 4960 -90 -35 -40 -35 -30 -25 -20 -15 -10 -S 4970 4960 -30 -35 -40 -35 -30 -25 -20 -15 -10 -5 4970 4960 -50 -35 -40 -35 -30 -25 -20 -15 -IU -5 4970 4965 4960 -45 -40 -35 -30 -25 -20 -15 —10 —5 4970 4960 -45 -40 -35 -30 -25 -20 -15 -10 —5 4970 4965 4960 -45 -40 -35 -30 -25 -20 -15 -10 —5 4970 EMAO 4960 -45 -40 -35 -30 -25 -20 -15 -10 -5 V J IV IJ Lv �✓ ✓V 111 + 50 111 + 00 U IU I7 LV LJ JV JJ 1V .✓ ✓V ...✓ vv .. .. 110 + 50 GRASS SWALE• U 5 I 15 LU D JU 110 + 00 JJ `1V 1 J J V U 5 IU IJ �U cJ JU JJ �v 1J ✓ ✓✓ �V �✓ 109 + 50 U 5 IU IJ L-V LJ JV JJ ✓ ✓v ✓✓ ✓ 109 + 00 U b IU I5 L-V LJ JV JJ 1V �✓ ✓V ✓✓ 108 + 50 4970 4965 4970 4965 4960 4970 REFER TO TYPICAL SECTION DRAWING FOR DETAIL 4965 4960 4970 4965 i Z O E C ,:. �/ C.N T�1* _. �.. cia F VV .^ < LLJ gis CD zA a s ,> t 4970 Y s. 4965 t t 4960 O �.�9q_ # W 4970 % r o 4965 w s LIL 4960' U �o.�ct +wo. .� ' 823401 �� t��.�c etc►. � '� r _ , GRASS SWALE• z 1 NpC P_EO = Q a n 1 z 1.67-2.17 wj M[ DI "N J 1.9 _,� o REFER 10 I DWG. 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J. 1 _.t. f - - _ _ � ..1 _l.. l ....1._ .L.l L_1._ _l—.L11_ t 1 r 1 1 1 1 _ 1 1__ 1 1 L 1- 1 1 1 1 L 1 1 L 1 1! 1_ 1 -. 1 L- 1 1 ... l L_ 1 1 1 1 110 At 111 + 00 ,11)(0 3' MILL & OVERLAY FULL DEPTH RECONSTRUCTION RASS SWALE• iLo DSCAPED w w N _ R FER 10 DWG.I1 2.I/. -' -2.00% 6j vA� `n Q < I�Ln I ��. 4[l j'� •�u '�� r'll �� Ili �, l i I I I Ill 'ri ,,II )I, rill 'i11 4U 45 I,O Y, fill (,5 110 + 50 GRASS SWALE• 45 40 40 45 1)0 110 + 00 - 45 40 - 3') 15 10 5 0 5 10 1,, 40 45 50 n L5 109 + 50 -45 40 35 30 25 70 I') - 10 4970 _ 12' MILL & OVERLAY FULL DEPTH RECONSTRUCTION uj z MA CH EXISTING CROS SLOPE ( YP) ij 4960 - 45 -40 -35 30 - 21 -?0 - 15 -10 - 5 0 � _ r LANDS APED MEDIAN =ER TO DWG. x 4970 4`1F,N rr 4'1/0 4' 1(,L t 4!1(;0 ru 4`110 --t 4`1(.0 W 411/0 4 ` 4F 1) 4r1(,0 rll 4`110 4t1(,(4 rl� 4r11V1 4"WI) C� O h a coo M O cc w c E cx oaacc o �a�� OC 6 'E I' o v5 cc& L cc0 W I!r v' +c LL I ;;>,�5 O w- o 0 o E-S uA O T {L cv G S X-v REFER TO TYPICAL SECTION DRAWING FOR DETAIL a 1 ! 10 15 °0 25 SO 35 40 45 50 `.1,0 65 10 109 + 00 } t 3 w Q -2.00% w n. a•t>A_ N NOTE: THE ENGINEERING INSPECTOR WILL DETERMINE THE FINAL LOCATION OF THE SAWCUT S AS TO MAKE SURE IT IS NOT AL�NG THEW EEL PATH OF CARS. ..> 10 1'L -'0 25 30 35 40 45 50 55 60 65 70 Z 108 + 50 rt] I > J R] O W W Q o J U u a LjW a J) z N LA o W z u U 11J H r a J uj W O 0- co lD LP V M N — CJ wo a �g 0 w N N � U W N s U LL lT Q i a � z z a w � � u m w w = z win 0_30a a�a�E n El .1 cc, IN El N Z, t.1!• Y �Lu �" QQ w u7 0 0 Im a � QUUZ Zzi W ZLLO 0 a a2LLa oMo N04 E E N ^ a 0 r os 2+ i� IF- N N Zo 0�_ z U O oLuLn + o cn w �¢H ~\ � PROJECI NO. 823-001 DRAWING NO. H-10 _ e 2036 SBOF33 IL 0 Z r • +o i Imi1 w �-� 4970 4965 4960 —C ul �1 4970 4965 _ I • 4960 -55 -50 -45 -40 -35 -30 -2u 4970 4965 4960 -5u q5 4970 -r— T—_- -11 "I 4960 -50 -45 -40 -35 -30 -20 -15 -10 4970 4965 4960 -50 -45 -40 -35 -30 -2`f -?0 -15 -lu 4970 4960 -50 -45 -40 -35 -30 -25 -2U -I5 -lu 4970 4965 4960 -50 -45 -40 -35 -30 -25 -20 -15 -iu -n - 5 % I I t / 0 IIDtuu -- 114 + 50 114 + 00 5 10 15 20 113 + 50 25 ;0 35 40 T en fit V Q r� z 0 w w cr- IDU-) qT M N — O 4970 4965 4960 60 65 70 o N 4970 Wr 4m Ld RIGHT IN/RIGHT OUT ACCESS 4965 W t _ Z W to _--_ —____ o� o - < i 4960 EQ "va 60 65 70 ., pL o•.4 Wi M •Q 4970 -GRASS P:� eJ°53 i SMALL* p®.,....��% a e a 4960 45 50 55 60 65 70 lu- 113 + 00 -� u J lu IJ- 112 + 50 4970 4965 4970 a REFER TO TYPICAL SECTION DRAWING FOR DETAIL 4965 4960 1 � I q 496 w ,s• r � PROJECT W Y 4961 8GJrVQl x , y F �D OR11111NG Iq " ZZ cm J cm 0 EN o ix 0 �20 m °° r� o c—� Q vi - W cf) I 112 + 00 t L_� -1F \\ TYPICAL /1 MANHOLE .t� 1lJr �� t1MMe® Er 2f a IRM N. 41Ms FOR r BET s 3r r K r-n T 11 1/Ir 21/Y +K - 1 [as T"CAL NMI" AT MW K 24' 1 x• x• >r y. ,Y ,Y r MUR o Fa s 30 s a W-K GENERAL NOTES ALL BUT 01wr T ME LMI® RR MOM" OCT ILL aMn[lC 9M1L E OAS A B l WNWX ISM0 MALL E FaO® ON NOW Mm MO MULL E r INIX aw, FAO: AS8<Y MLaL E C4LW*I= AM IRDM MrO® OOIOEE M MULL E KMM A A 1 I/Y FAM MIM AIM WfIBt OWENS MILL E Fw4ED 10 WIM EMnMC a1M Me 91M EIaM RE IRAN 11" artlFlL ML EINRMOM CNIS MNLL E "M WPM 1M ESI MINk MOSOIIOM BARS MULL E CFJOERD AM 9WL E OF MkAEIIAR IMAM 1 1/Y Nat SWEL 015NNO AIM , 15 E TOCAL AMIGO 1001 MM am AN IMIEMI ALL wa MULL E A IME011 Y C FAM on I" ermn KM NE MIST Aw IWAML TIC 011"00M sew AE Tw1OL AL011L PROM a AIM WMROS IQ CMWW AIM NOWDI IM S WL E AS REMM" N NINE BMC QUAWN 3 MALE VO1113 OOLIFIO OT PM SMUCIM/L Slur 9WL E GLVMr7FM AlM 91ML OWM 10 TMF E"Fwr1/13 OF SEC" MM. M1 TMCM rot MI Tw 3 M= MTE BAR BENDING DIAGRAMS (DIMENSIONS ARE OUT -TO -OUT OF BAR) TYPICAL TABLE ONE -BAR UST FORONE A• BAR LIST FOR CURB���R TARIF TMO - OAR[ A MJAMTT,Ff MANHOLE RING 7-s , LLi Y-o 1 T/r n/Ir T,_ y JI Nm" W N" M MIET ETA TO EQUAL 7'-1• 1 1/PII A- sM r T"wk 4AAL 4m - rK 4E - Ir K A _ A Y MAN" IMrOIAn HM FDA ORAMAE MAIL OFnAmM All MMw mm 01On— MBCIFII IM Nu 910L E rwMVM ,rM Nc- lEl[ EEO[ ACWTNO IT RE wn. 10Q a IM v1IR tZ-l�Frl!'.1I.TI�FF'"7 �! 11R�1 r:_%1BNr/t>t s>•rf1 s>•rC£I s>•rC'ii �:�:lv�rss,.0r,esri Bt�arsi s>•r>er� ClYra,©Bl>•r87 Bi>•E6J Orig" u saTau �arrra uses �arci aL:illNrafl• OF>'r'J OC6l OffSi aDKILNBOMOG Waz=!'Sir� aL:!!lNrirlt ���� a>•� �� �NONE E :l F4%mi�!•11OFKA BBFl♦FIIi araFaai E }lYmilr� OFfJ ©F6S ��FC1 a� a��aTa>•�a�SEEMa�� cslcrumr>sa Bt©rss B1©Eire BT©Esc cmeeeo�s�s� 111131111 [7"ti!=111 • wNAr nr r rr. IAA r . w Ir ♦ IAn (s O..A Lw^A Mom o Y IN F— Ad". M.M I r Mr. ITe Mr M ...M1 I 5/Y� 40 Mla, IMN CM rya r.a (Mx-mI5) Eps M V MIST r SIPS SML I ,IK aM,RACW OFTIM 4E 401 r .. r an r.. SECTION B-B END VIEW TRENCH MDTH- 1�+ 24" •• c;lr�ar�ac�,�c,a FF�£laFwiif R s c9111=s Q�7© rCA FSArirABTB1RTNAF4Ar�E7m� C" rSd F3J f i f t• F6ArLrjFArA CUMMIll F7rrs", ffwm© PLAN 1 I AIM 11/4 Iaot MIT on III aw am A OEM 04vw Mn 487 r.. ,. 1 I/r I'" ww" (401) e n .c M Y an — IT' t¢ y, .c 1 t r OM T W _r— Qkv. M M. am 7-r ec • r 1. :L A a 74 14 1 _ Tan A 7 � -� Ytno/r rule 4Io 'M 4a 4os o CURB FACE ASSEMBLY, Place Entire Assembly Before Polxinq Concrete. ,'5 r °` Y an DENSELY COMPACTED BACKFILL TO 95% STANDARD PROCTOR DENSITY OF / / / / / / / / OPTIMUM MOIST OPTIMUM MOISTURE MN. 1111111 CAREFULLY COMPACTED SELECT SOIL OC .. SPRING LNE (LIMIT OF CLASS B BEDDING 1 . CONDITIONS) 4" MN. .. COMPACTED GRANULAR MATERIAL (CLASS 8 BEDDING) CONCRETE STORM DRAIN BEDDING PIF 0.1 6 r-r n SECTION A -A TYPE R CURB INLET IPACTED 1NULAR rER1AL #FORMING ASSHTO 13 No. 67 SANITARY SEWER BEDDING TRENCH WIDTH 5\8" X 2'-6" X 8'-O' - RNSED PATTERN NON- SKID. GALVANZED STEEL PLATE (AASHTO M-111) B L DENSELY COMPACTED BACKFILL Ai PLAN VIEW 3. 2'-0. 3" 4 71 .. 2:1 SLOPE B" MN. 3'-0"-I 5'-6" SECTION B-B CLASS 9 RIPRAP DEEP ON 12" TH CLASS A BEDDIN 12" ` CAREFULLY COMPACTED MIN. SELECT SOIL � V A �. �. COMPACTED GRANULAR 1/4 Bc MATERIAL OR 4" MIN. ..: . WATERLINE BEDDING 4 7 1/2" 2:1 SLOPE 5/8- GALVANIZED PLATE 3" X 2" X 3/8- GALVANIZED ANGLE METAL SIDEWALK CULVERT PROFILE MAw AND PROFILE 91• SCALE: 1 "-20' 3'-0' 63 SLOPE PLATE TO MATCH SECTION A -A 3/8- BRASS SCREW - 18"O.C. W/ COUNTERSUNK HEAD FLUSH W/ PLATE r iy O. 3 REBAR ANCHOR - 18"0.C. DETAIL "A' TRANSITION EDGE OF FES IDES) of T� M PROVIDE CONTROL JOINTS 6x6 - W14xW14 ® 10' INTERVALS CONCRETE TRICKLE PAN IN DETENTION POND " ;n 16" 6" CONC. ADJUSTMENT SHIMSGROUTED INSIDE FLAT SLAB TOP SECTION MAXN UEU OF CONICAL : TOP ASTM C-478 PREFORMED PLASTIC GASKET MANHOLE RUNGS • 12" O.C. TABLE I Loll ll S T t m ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE -FORMED PLASTIC GASKET CAST -IN -PLACE CONCRETE BASE i \ Z I ` ` POURED INVERT 00 \` PRECAST MANHOLE BASE ALTERNATE BASE NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP SECTION SHALL HAVE A CONCENTRIC OPENING. MIN. MANHOL PIPE SIZE DIAMETER 24" OR LESS 48" 27" TO 42" 60" OVER 42" 72" FLAT -TOP STORM MANHOLE XLE PAN a.�r-LA.A a nIr rnr VIV 1 L 1 rm K COOT CLASS A TYPE 2 BEDDING MATERIAL. COVER W/ 6" TOPSOIL PROFILE wER FLARED END SECTION TRICKLE PAN TRANSITION 12" 6" (TO CONSTRUCTION JOINT) <1 4 4 Q d 4 4 4 Q Q Q 12" 12" —I 6" SECTION A A NT', A CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700DENVER CALL 2 BUSINESS DAYS N ADVANCE BEFORE YOU M GRADE, OR EXCAVATE FOR THE MARKNG OF UNDEROROUND MEMBER UTILnws. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: C& GLar Director of trigineering po e CHECKED BY: 4aWot k Wostwotety Date CHECKED B -L-e 4�9' Stormwoter Utility Date CHECKED BY: Parks & Recreation Date CHECKED BY: Date CHECKED BY: Date O O W 07 ce to C N �id no a v w o �m Ci ao U as ri MO N 'MZt06 too wdoN 0' to C cb'47 ��� y pt N J cc W W Z i.- W cr) U .J U) < O U F= O < a M o J _ rn O } d U U Z > >_ _I ...1 O U 0�F l- V :3 y0Q!KO CC CO Cr 00CLxu_u_ a z Z Ix J w 0 PROJECT NO. 823-001 DRAWING NO. 36 x d M 2036 SBIP33 49/0 RGRADE GRASS MEDIA�J OIFFSET f3 LT 6s1 ., ;"I.6% -2.00% `° 2 0 2.0 . _ 496_' w N N (TYP RO H SIDES) v - .00% VARIE_ 1 Lai 1 1 1 I I 1 1 1 1 I l l l l l l l l l l/// L l l L l l l INV. 4961.17 1 1 1 1 1. L 1 L 1 L L L 1. 1 1 L 1+ I`^1 1 1 I L 1 1/ 1 1 l 1 1 1 1 1.-.L-_.. 1 1 1_.L_1 1 L 1 LN 4 V' ',I 41 TI II i TTi llI 511 r 4O 4 1 'I) lit 115 + 00 4970 REGR�ADE GRAS MEDIAN a_ 0 Lo /� 2 0 2.0% OFFSET 13 LT i.A% �Jl L DITCH ��uzj o U x_ - 496 N LL1 (tYP BOTH IDES) I I RIr U' NINV.4961. 7 ✓1 N 4961I l 1 I 1.._L.1 _1 1. 1._ l 11 ! 1 1 1 1 1 1-1..1 LL 1 1 1 1 1 1 1 1 1t _1 1-.L 1 -1.-1 L ._l_�-1-1..1 1 1 1 L 1 11_1 L._1_.1__L_� 1..1__L— �_1. L _l-!—._l._l.-1_...�_-_L L_1 l._1__1I...� 114 + 50 49l O �l M w ri z 114 + 00 REGRAD GRASS M DIAN a 0 210 DITCH 20% z "i (TYP MOTH SIDES OFF ET 13' LT J VA ES 691 SAWCUT AND REMOVO ASPHALT Ln INV.4962. 2 RESTORE GRASS EDIAN. 41) (, c i ._ -L-L 1 L L_L �� � _ 1 1 1 1 -L _ , _L� _ LA . -I _L_ 1 _L_ l _ L L1 �Sfi O1 BIEMAW PWISTURB 5C1 4`, 40 4970 In Q z� J 4965 %—�.is( � 496O 5U 4', 40 L I I f (7Y1 ) I( ) Ili 113 + 50 LANDSCAPED MEDIAN REFER TO DWG. LI 2.0% 1 ,a Al /1' ;(I �o 4' 1/ 0 4`1O,) 411(1v (O 4`110 TE N --r- 4`if-v /O 4`1/0 RIGHT I"/RIGHT OUIT ACCESS 2.00'!. (PENDI CDOT APPROVAL)_ G i 40 I I I I I roaec ewai E. I T 411/�l a II N �GRASS SWALE• W (D N z � z J ov Lj v A Cn -1 U 3 ui a V) a 113 + 00 L1 70 1 0 112 + 50 4970 - c6 ui z Nos a Z MEDIAN REFER TO DWG�._U - }•ra rn 1.8% NOTE: a THE ENGINEERING I SPECTOR ILL DETE MINE THE FINAL 'If) LOCATION OF THE SAWCUT 50 AS TO AKE SURE IT IS NOT ALONG THEW EEL PATH OF CARS. 4960 — 14 1 - I I I I i I I I II I I I I I I I I I I 1 1 -50 -45 -40 -35 - 30 ?5 ?0 - 15 -10 5 112 + 00 a» E n rOEO0 M ou v m c E a� 0 0 i �v �gcc N c �a c w � U � eve c -o 'o LL 9 w3 v 0 o E.1 va r 3Q €43a�E:-2 0 11S013v 4'11V U Q) - 4Lif;(4 40 4 1, 1)O 4`ilVl a REFER TO TYPICAL SECTION 411F,1 DRAWING FOR DETAIL 41)F,(4 40 4`, )0 l0 GRASS SWALE• ` \ _ - 4'1/0 n r z -2.00% w c � f y 49E;(� w m 0 m GO i 5 40 45 50 JJ 60 65 70 �� > ug 3 Q 0 U 1 1 11 N erg N ar ar � I r C�Cr� " I a C 1 R' o aP_N aY r ii� i � ` rani -i3xaoQ� a w r a � N N U I- U w a w u UZ w � m U Wi5 U -wi= 35 win i� �U � J cn 0 0 0 _? i a 0 U -JU(Dz Z wZLLO �O U o � f- F- �cc(ncr o OQcrO a=wIL E U0 �04 cy) Q 0 } 08 QLo I � N 0 O it 5 8 ow+ wo< SUN PROJECT NO. 823-001 DRAWING NO. H-11,l pw � ".•AFaiSi:At. fi UTr' _ < 12'LAN APPROVAAJAMA ' APPROVED: _ H o " KLu ngmeer to CHECKED BY:�F ate ast a U I y i Dace CHECKED BY: Da REGRADE GRASS MEDIAN tormwater ti i to 4965' o DITC CHEC ED BY: z - - 4965 OFFS Ntp cOp+ •t -T-I3' LT- Recreation a ccreat on to I- � ---- -------- -------- CHEC 7. rier es nm - _ -- ----- - �;'. ------- - 4960 - - - - - - - - - INV 4960.14 ate 2.0% SHAC SECTION 4.9 (8) EXIS t IRRIGATION:lt. ' 4955 4955 -50 -45 -40 -35 -30 -25 -20 -15 -10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 118 + 50 REGRADE GRASS MEDIAN t 4965 4965 rt --- DITCH_ - -- --- — E 7% - -o OFFSET 12.5' ____ g - J VARIES- z ' - 4960 !sL�" ----- - ---- ----- __ 4960 - ----- - -- - — - g� IN . 4960.43 0 - _ _ 'W� W �g , I' a 2.0% _ Mgt �z 's. I€ a SHAC SE TION 4.9 8) _ EXISTI G :�: ` zk?6 a `r IRRIGATI N �YEUs€IE 4955 N 4955 L-. L L 1 1 r`. -50 -45 -40 -35 -30 -25 -20 5 10 5 ? h 20 25 30 35 40 45 50 55 60 65 70 75 80 85 118+00 �d REGRADE GRASS MEDIAN o a • - 4965 4965 v o DITCFt 1 - 1.6% LAI 0: r f CID ui OFFSET 13,1. ------------- --------------------=- --- ----------- ------ - - �: a ui -- - -- J� A -A-f Ld V z - - - - 4 4960 W 4960 ~ _ - .-4960.65 : -- - - - - - - - - - - _ _ EXISTING , - - - «- H10 3 2' Q .0% IRRIGATION _ I W to 3 0 o i Q DITCH -- dd d� i5H od vi� Q v ' N 4955 ._ 1 -L .__ _. 4955 -50 -45 -40' -35 -30 -25 -20 S 20 25 30 35 40 45 50 55 60 65 70 75 80 85 EO a13�+•y 117+50 e,�w ao••� REGRADE GRASS MEDIAN d r»o 4965 1 4965 0 - o M DITC-�I _- ------ ---------------- 1.87----------------- ----- -2.00% t LLi OFFSET 13' LT 1 z * Q VAR { 4d qa 1.67-2.17 v -2. 0% S D Lr- - - - - - - - - - . 4960.94 _-- - - - 4960 - ' E ISTING 4960 2' Q 2.OX i IRRIGATION Q 3 v DITCH- _-,-" L 4955 4955 � 20 25 30 35 40 45 50 55 60 65 70 75 80 85 -50 -45 -40 -35 -30 25 70 5 -IO .5 _I 117 + 00 REGRADE GRASS MEDIAN a , - - 4965 4965 __ - a � DR 1 - 2.0% --- - ---- --- -- 1zo- ------- ----------- --- - w o rn w `g+ OFF IT 13 LT 4, -2.00 c VARIE - - 1.6%-2.1% v . z _ -- - IN 4961_19 4960 4960 ' Q 2.07 S ATE HIGHWAY ACCESSCODE IRRIGATION - ; SECT ON 4.9 (8) , - _ _ -DITCH Q to 4955 ` -56 -45 -40 -35 -30 -25 -20 6 -10 5 IU 11, 20 25 30 35 40 45 50 55 60 65 70 75 80 85 116 + 50 REFER TO TYPICAL SECTION REGRADE GRASS MEDIAN a - DRAWING FOR DETAIL 0- 4965 4965 _co -- - - - fNT �1- - OFF ET 131LT ---------------------------- -2.00% "' a, 6:1 -2.00% v VAR - Y - - -6%-2. _ - - IN . 4961.41 J 4960 4960 - 3 _ _- 2' 2.0% __j Q L� 4955 -50 -45 -40 -35 -30 -25 -20 15 10 5 REGRADE GRASS MED DITCH - a- 4965 - LT � LLi (TYP BOTH SIDE / z 6:1 2.1 v -2.007 VARIES - - ----- ------ --- --"- -- - INV.4961.6 4960 Q 4955 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 20316 sBW-33 UJ IV IJ LV I— •.- --- 115 + 50 4955 80 85 4965 --------------- 4960 AfTfC)vI (' �Al"°� l {�Ql._ DRAWINGS C S OF FFCOF�D There Dror)ings of Record hove been prepared bosed upon 0 HBP OVERLY THICKNESS VAR/F.S cf�rc.r,ri, try 1►1' !� - informotion submitted by tho CONTRACTOR. While this �S'rr• 'tTS I t.•rI I fi iMy inforrnotlon Is belloved to be reMoble, Seor-Drown Is not �/ �/�AI ( l is not responsible for Its occurocy, nor for errors or on;misslons Cf1i *1 U BV � �/7,.�r /l�t��t'- ll ,��� which may hour been incorporated Into this documont os REGRADE GRASS MFD_IA_N �'"" 00 Of f SET13' l 1 p' t� o result• c� [)II C1 C;IfF �, t tl Rv I Ortti A Rrrlrer(rin Ti,rrr 4 V r 1.672.1% v v Rift ; 4900 INV' 4960.14 . _. _.. 1 . __ ...--i _ v I' 2.0% a_SHAC SE CTION 4.9 (8) - EXIS rING I7 I7 7I I{ Ii I7 ILr I7 I7I Ir IT 7I I7 I{ I7 \ \ IRRIG TION 1 I H ILI F't -1 14<1171) 5O -45 4U fi(] 81) 118 + 50 ADE GRASS MEDIAN DITCH 4`1O5 OF F'SF T 12.5memo ' 1• IX t w Z i 1 I - 4L�f�rJ INV. 49-60.43 ! 00 ' 2.0 SHAC SE TION 4.9 8) _ EXISTING 4 r IRRIGATION 1 1 1 1 1 1 1 1 1 1 1 1 /. 1 + 1 1 1 1 L L L 1 L 1 L 1 1 1 1 1 1 1 -.1 -.1 1 1 1 1..1 1 1 1 1 1N f 1 1 -I 1_.1 1 L 1--1. 1 1--1-.-1--L-.1_1-1 .-1 -1_ _ I r i _1__ U`T Cl - -,' L)O 45I, I, EXISTING RRIGATION DITCH 5O 45 40 ,)', 1)O -(1 11, 1() (I III I'. .';I "II I 14O 411 ')O I)') fill (11) (ll I1 WI 8'1 40 J11 4(1 4') `)0 55 61] W) (1 -50 -45 40 35 i0 15 10 11) 10 u U 20 7`1 ill i') 411 5O ftr) ,') 0 r I A er 'v11 -1[ ')n I(. In L n 1. I/1 II. 'J (1 ,)I, {(1 {I. Ai I ill, L , ( I 1,I, G.O {.', Ill - 50 45 -40 -35 - 30 -25 20 -15 -10 5 0 5 10 15 20 25 30 35 40 4,) 50 55 60 65 (0 115+50 2036 SBOF33 4`if,ll 4'1O0 4T)`) 8() 8'1 4`1(,)') 4'1O0 TO TYPICAL SECTION G FOR DETAIL 4'1(:'1 F 4' 1' )' ) 0, M) u0, 4`)O'1 4ri6o 4955 80 8'.) t c�law a n 1 to o' e � o UI UI > rr a J W O a m x r- (D Ln V M N > o r,c mow; Cc)? : o¢> w¢ O o VI�ZZ 2'V1Cl,>� 06 ¢z uwzo ra ¢ �ncr, ¢az ¢o¢zaci ca a o N ofI o Q� � w w N W ~ r- u = w a u L,l a a � J W cr Ul W T- Q C� Z S UI Q co x x as aIr rr�H0 �Lu �U N Q� 2P0 O f Cl) Z LuZyo WO U 02H� O OQcrO `a a=LLLLJ Q 0 } CIS OD =a I � =O Ft oCn N� w0Q J t U (1) �PROJECI NO. 823-001 DRAWING NO. H-12 J WN lop RFrRAnr rRACS uFnIAN 4960 4955 -90 -45 -40 -35 -30 -25 -20 -15 -10 -5 �rwn.nr nn. rr •.rnu . 4965 4960 4955 I 5 m 15 20 25 30 122 + 00 --90 -45 -40 -35 -30 -25 -20 -15 -10 10 REGRADE GRASS MEDIAN 4965 _ - - --- N W N DITCH O Li z rn 0L Ln L OFFSET 15' LT 2.00 - ui Z Ln W 3- U 4960 _ — rn .00% _ - -- _______ __ --__ __ _- in - - INV. 4959.14 a Ye 2.0% tn TYP BOTH SIDES) 4955 1- --1—I - 1- I -L I I -_ L-I I I I1 1. - -'-.l 1 -90 -45 -40 -35 -30 -25 -20 11, -10 5 IU I'� 0 121 + 00 4965 35 40 45 50 55 60 65 70 2h SU S 45 5U 55 bU WD !U 121 + 50 4960 4955 -130 -45 -40 -35 -30 -25 -20 4965 ' . e 4955 -90 -45 -40 -35 -30 -25 -20 -15 -10 -5 nrwn. nr wn rr •�rn• � 4965 . e 4955 —30 -45 -40 -35 -30 -25 -20 -15 -10 -5 REGRADE GRASS MEDIAN 4965 � 45 50 55 60 65 70 0 21) i0 S`, n� 45 5U 55 bu b5 !U 120+50 0 5 10 15 20 25 SU S5 4U 45 5U 55 bU b5 !u 120 + 00 0 5 10 15 20 25 30 s5 4u 115 5u 55 bu b5 ru 119 + 50 - - 4955 75 80 85 90 t-wtnfvMcv- 4965 � e b < � 4960 !E n J W Q� Nor g �5a j�j� N{{4F orS S 4955 3 L J. 4965 � " Wul W^ `_ 49GO 4955 75 80 85 90 4965 to asoa Hr- 5 4960 4955 ' 15 bu tt5 yU S t�I.. 4965 8 w do " 9 4960 9 All a '# 4955 ;- 75 80 85 90 4965 i" f 4960 oc EXISTING IRRIGATION DITCH , 4955 } a 75 80 85 90 b 3 - c DIMz rL Z_ - o - o OFFSET Li 2.007 J 1.7% -' -2.00% -------------- -- o13 L ------- -------- ------- ---------------- ------- -----� _ S U ./ ------- M ----------- 72.0% INV.4959.89 N --'- ; - E STING a (TYF BOTH SIDES) IRR ATION _ ,. IT 4955 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 4965 P 0 � � d Z � p LU a WZ0:g r,.4 + 4960 u °� 8 is ; •� a i' ACT M 4955 823 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 f DRAWW W& - 119+00 4.7,.. 2036 SB" DRAWINGS OF RECORD Ur,'!.! ► I'L_Ai; /Wli II OVAL A HBP OVERLAY, THICKNESS VARIES, Thee Drawings of Record hove been prepared based upon lnformotion submitted by the CONTRACTOR. %Wle this TYPICAL lnformotion Is believed to be r0labie, Sear —Brown Is not Is not r"ponslbie for Its accuracy, nor for elTors or ommissions REGRADE GRASS MEDIAN t'!t'^4'TP By - *1 /nr) which moy hove been incorporated Into this document as OD ITCH z o OFFSET 16'I LT fR+i. --a - + - _, . .00/_gr,,,� fi I ,,1t,rl T��lu �.,,� 2.00% 4 _ t 4 9I)', IRIS i) _. `+INV.4958. ac,11�(IFEI. ., vai �4 � � � --� + I EXISTING " - nI - - - - IRRIGATION 0 2.0% DITCH 'P MOTH SIDE ) +�. ,! I I I I I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I �- I I I I I I I I 1 1 1 l l l l 1 1 1 1 1 L�lj 1- 1.. 1. _I I I 1__. _-1-1..,.1 -1_ _-L_L_1 _1 I I 1 _�•L_+__L_1_ _ C-G L�(� 41. I S.. 'I II II I I I I I II _ , II 1 I I 4 II , I' ',l1 `)` f,t I (>', l0 f ) 8il 122 + 00 REGRADE GRASS MEDIAN 4965 a Q 0,0 DITCH �? z M-j OFFSET 15' LT w 2. /, ,,i 2.00% ZL 0 - . -2 00 V RIES 4r - .... _ d Q 4'lr)v INV. 4958.89 N V' - - - - _ _ EXISTING " .5' a 2.0% - a I IRRIGATION (TYP BOTH SI ES) I I I I I I { I I I pIICO- 1 I _1 1 1 1 .� I 1 1 1 � ACj G)L) Ho REGRADE GRASS MEDIAN 121 + 5O 4965 C- CL N DITCH �cw"'OFFSET 5' LT 2.0' 2.00%}(z w c] 4if 4 i6(4 4 60 tF>t .t� 2.00% `� VARfCS ; Q j N IQ MV. 4994.14 _ a 5' 0 2.0% _ EXISTING I RIGATION TYP BOTH SIDES) - DITCH l 1 I 1 I I 1 I I 1 I I I I I I I I I I I I I 1 I 1 I I I I 1. 1 _LL i 1 1 1 1 I I I I I I I I I 11_ I 90 45 40 121 + 00 90 45 40 30 !0 II, III II ll I, 11 II. /"I, Sll }', 11(1 I,) '7V C) bll 1, 1 IIl n11 120 + 50 90 45 40 35 30 25 20 1,, 10 5 0 5 10 REGRADE GRASS MEDIAN 0o 4965 w a_ N DITC � z w OFFET Lj Lj 2 % -'v000 ----- 0)z� 13'L .00% VARI S -- U 496 6Z 2 U _ a ' 4959 " - .64 ' INV; `n U .5' 2.0% a (TY BOTH SID S) 35 30 25 26 5 10 - 5 0 5 10 REGRADE GRASS MEDIAN 0•0 DITCH0 z — / w o OFFSET w 2il� 13'L --------- 2 z -2 0% ARIES --- =� 4959.89 3 .5' 2.0% - (TY BOTH SID S) �) 49L)[) 45 - 40 35 30 25 20 -15 -10 5 0 5 10 4965 4`1(,5 4 1) I) 4'iO') 4`1(>0 I�) 25 3O 3`) 40 45 50 Y) 60 65 (0 711 dull £iI, 90 120 + 00 4965 /L l— w • �o -2.00% • v - - 4:1 - EXISTING , RRIGATION DITCH 11 4955 5 20 25 30 35 40 45 50 55 60 65 70 80 85 90 119 + 50 -z -_ --__ __ - 4965 I W - ) 1.7:/ -' -2.00% -------- -- 49GO 15 20 25 30 35 40 45 50 55 60 65 119 + 00 - - EX STING IRRI ATION IT H 4955 70 75 80 85 90 - 2� F it W a) a a a a a) n N T a a� W � = a CE \ a a m W J LL z a LL a z I, w a r F U U m m m �� �_��;� Z W LD -III o f o LU a W a J a 0 0 K z� e 01 W 0 Va LULU LULU } J yQ UO 0 Q�g = N a0 v J Q � Qv- i >- J u]Z0 o0 cc OQO a a=LL Q 0 LL z O ig °C + = N N Z � 0 Zv o m o n o�rn w� WO PROJECT NO. 823-001 DRAWING NO. H•--1 3rrol 2036 SBRF33 4965 4955 GRASS .� MEDIAN • N . f:6 ------------- 4950 J -90 -45 -40 -35 -30 -2` , 4965 GRASSMEDIAN 4960 -_ }- — } �} --•-------------------- ail 3 4955 } i 4950 1.7 124 + 50 City ai Pe=_-t C-.Ja!—I�rs Colorador,� --1 a•. APPROVED: n , E ,u rty g,neer it .(� ' CHECKED BY: LIA Water & Wast ter �a• sty CHECKED BY: a tormwater Utility Date CHECKED BY: a Parks & RRieR—ion -- CHECKED BY: Traffic ngmecr —Date N 5' CHECKL; z k: C— ate of -- - -- _ 4965 N_ W 3 49606-1 x's -' - - - - - EXISTING N to ,n a I RRIGATION , 4955 ►yy// Xy`a opR.1 yQyQ11 6 �gWyt bS � 4950 ��W - 35 40 45 50 55 60 65 70 75 80 85 90 €iEYJ59 ww�gt Z -- - -- --- -- - - - - -- -------- -- 1.7% ------ ------- Lj N EXISTING IRRIGATION -30 -45 -40 -35 -30 -25 -20 -I5 In 5 10 /`DACC \ICfl1AAl 4965 ...6 4955 4950 -90 -45 -40 -35 -30 -25 -20 -15 -10 -5 4965 4955 4950 -90 -45 -40 -35 -30 -25 -20 -15 -10 -5 ..r�e...�r tee.. rr urn...• 4965 ... 4955 4950 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 t0 1`-, tl 45 50 124 + 00 0 5 10 15 20 25 0 35 4n 45 50 123 + 50 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 123+00 0 5 10 15 20 25 30 35 40 45 50 122 + 50 trwo Ea Ulkir 4965 t�1 4960 a W la I� Q 4955 = -w c\ ' _ go d d CL I�� P` N C O� 17 ,, 4950 01 55 60 65 70 75 80 85 90 be. mr�w a ► � � ;� r. 4965 °y Or 4960 4955 4950 55 60 65 70 75 80 85 90 4965 4955 s_ 4950 :' 4 85 90 W � w 4965 y 0 $ xoo �gv �0 3d NJ 4960 d c�i c Z ' Z , moo g� 4955 " ��� Nsd Q;u S PROJECT N0. 4950 8 3—Wl '°`; 55 60 65 70 75 80 85 90 3 oRArmc No. ISVI _; 7 r it 1 ?4X36 s[V 33 490') GRASS ) 1 to I ?.0 01 c I I+ 4(Y)0 - I 11O • I)I€ 1)il l 11{�': Gi L[ :•'c� h0�:. I,c` I )�C.n r 1 , <, B (;I�11) Illy. I Wilk �iK/( 10;, io I lc•p''c ' IfuPc tlllc , rt .tr I. Ilt,{ 01 1 GKI 1) Illy: ' It II (- tllll (.4 EI(c ill V.Y•�.I,Y (' o�nrlil��torrs II IVI!• i('. I)?Il o rc' I-t- I c•, vtcE� IIIt(� if11� � cot,I,Ic nt o<< �I;1-I CI:L13 r;Y Ili �' IR CKI !` fly: 1 , I 7 Ln uI; 2.00% ' a _ I}EXISTING tRIGATION DIT CH 4,11)1) I I. 1 I I L 1 1 L. 1 1 1 1 1-_1 1... �I I 1 ) 124 + 50 L�\ ' I % I � GRASSLjj Low I . , _ I cn - . 1 RIGATION DITCISTIH i I I I 4T)0 l l l I I I I I 1 1 1 1 1_1_I I I_1 ) 1 I I 1 I I I I 1 I I I I 11 1_I I 11 L L 1_-L 1 L_' _L _1_1 TL 1_1 1- 1- 1, L 1 -1 1 1 1 L I I I 1 _L_Lil _1_1 L_L_ I I _L 1_L_-_L I l 1 1 1(it,0 4') 40 i11 ,t1 41) 4', 1& 1) (10 O') (() W) �)0 11. 11 _ �,I � 12.4+0 t11 , , hc) 0 it GRASS MEDIAN"'""', co r7 ----- -- I 4')00 - LO% ?.I% 0. O (/ co I I _ If 4O1)0 -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 40 5', 7iI it 4%') - x L1I 00. I L 123+50 REt+RADE GRASS MEDIAN o (` DIT 01 I �"' .00% = MAT ('II EXIST ING-- _VARIES�� , < .51 a 2.0 �INV. �957.75 ! O YP BOTH SIDES) I I I I I 1 I I 1 1 I I 1 I I I_ . I I I I _) _ 1 I I „L._l.---- _ It I _L --- .I II 1 1__ l_..1 40 123 + 00 REGRADE GRASS MEDIAN LQ C w� 0� 0 ot, w DIT ':H v u V) ' t c:; in Off SET 17.5' E(T/ z In c)) T . 4<3(1r At 0 VARIES �--- 1ji INN. YE, E (1)"111 SIDE S) L! A W • . zUo _) � 2.00% -- - - Uol c) r) EXISTING ' - .r RRIGATION DITCH 4<jr 1 I 40 41) I) ) 1)') GO 0' ZL I i 1 1 I 1 40 4`) 490�) Li 2.00% LL)cli �, w — - z o J 2.00% I 7-1 1F• k k L I I I I 1 I i I I 1 i 1 I t i I 1 1 1 )0 40 10 0 U 60 ( `I XISTING LIGATION DITCH �_F�JISTING P 1GAT ION DITCH . 4 (jO") 4(I(p 1 l _J_.) L LI I 1. 1 L.1_ 1._.II._L_ 1_-11_1 I.I 1.. I_ _.1 LJ -_I L. 460 (ll ](4 � C7 (i _U N _j lJ s W O e J F—J LU Q .1 Q W CB N _DC) cr,cp _ Q • C) <) > u) x kx C) r (!j c rr ik :Q I ;OJ((I 6u. �. rs..h.33!;a"`"�.' ' ..tom' ��J,}'a{n�•!i�' J 0 4965 ...9 4955 4950 —10 —5 4965 4955 4950 —10 —5 4965 ..•us 4955 4950 —10 —5 4965 MAN 4955 4950 —10 —5 4965 4955 4950 —10 —5 0 5 10 15 25 35 41 45 50 55 60 b5 rU r5 bu 127 + 00 0 5 10 15 5 j5 4 41, 50 55 6U bt) u r5 uu 126 + 50 4965 0'.4 4955 4950 nn yU 4965 4955 4950 nn yv 0 5 10 5 4 41, 50 55 60 b5 rU 5 bu u5 126 + 00 0 5 10 15 20 25 30 35 40 45 50 55 bU 65 ru r5 6u 125+50 0 5 10 15 20 25 30 35 40 45 50 55 b0 b5 I r5 bu 125 + 00 4965 4955 4950 yU WORMA 4955 4950 WD `9U 4965 4955 4950 bn yu .:9 3VAL APPROVED:___' (rrt •ngineer CHECKED BY: ater astewal L dy ate CHECKED BY: tormwater U rty ate CHECKED BY: s ecreatton ate CHECKS— mnne inns . 000e� `::;nrp A. 4 O 02'. r O O w� "a o d �' a=vt.. { u I I 4 hU V 2.f 0r, •1 1 I EXISTING IRRIGATION fEJ D11CH •, l�l ,l) t I I 1 I I I 127+00 I uJ rn I ill 2.00x a l� A0%1 6sl 1 _ . I I- I I, II III I IIII 11 126450 4W)0 -f , _I-1 In L) - 0 41), 4 ;' V 6:1 I'-------. _l i I I I 1_... I L. L L._1-.1.- 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 126400 1 Y A fNI, _.ROSS ©VE, I•(,'L I a or zn _ .007 v, EXISTING - - I RIGATION DITCH_ 4(i(,') 4(l(,V, f EXISTING RRI l TION - t t -i - I 1_�l_t 1_ 1 _L1 1 _L-. L_ 1 81 81) �- 4(I'M DRAWINGS OF RFOORD �" Ther.c DrowIngs of Recce cd horn' been prepared bored upon lnforinotlori tivbmltte(I by the COt4`IRAMOft. Wnila this Informotlon Is bcllcvccl to be reEioNc, Scor-Drown Is not is not Wj'clnslN( for Its oco,mooy, nor for errots or oromisslons 4(j(,�, whloh rlloy hM' be.c-n lncorporetcd Into ihls docunlcni os 1 a resuH• EXISTING - - - - I RIGATION DITCH 496N 4(it )I) I v 7-L-L I _L-.L 1. 1 I I _1 L_L_-1_. l I...L�_.1 - I I 1 lI 1 I I _L. 1 1 1-._.. --._.___...,.--4(j� lyl4(),)O 1/ ( I / / / p tl (�(� III, 'I( �)�) [,�) f,�l (l) /�) il) C,;) ���) 10 IO i`, ?0 7`, 50 ) I 125450 zi - LL1 HARMONY ROAD COMMUNITY CROSS 'IV R .. II�, {7� Si i ty, � � ------ -------EXISTING --- l",I I RIGATION C 71TCFI II ( I 1 I I % III 11 I /JO E,O ��� /Cl ('� Ho ()0 Ili HL3P OVERLAY', THICKNESS VARIES, TYPICAL , , p Arpncm a CN F GKFU I3Y: '+1�ilIDili: i�lcifs(F GKI I) by ' 2�� (Afl O,is � ' I I'IIl I vl II �i 1 l,, n i a u n o�n u: wo no , [ n no ace? poi anav, c. D l�l I ICI 41 T a 1 7 ? D' 1 G D' D L,I l:l U a Ul u lJ or „g zc: 1 so ' u UG 1 Q Q n 0- n CC cl vl cr Q O 6c~ } J C> u� on qw� _ 0 0 P 0 rn yLL" zo L,I n cL (r �� < O r, r n i It t > W Pk"JI Cl NO. �>�3---001'1 DR! 1 II,f L NO. 1 uo) LA11 rj Cy, SB 7J 4960 4955 4950 -10 -5 4955 4950 -10 -5 4960 4955 4950 -10 -5 4960 4955 4950 -10 -5 4960 4955 4950 -10 -5 4960 4955 4950 -10 -5 4960 4955 4950 -10 -5 0 5 10 4955 4950 15 20 25 30 35 40 45 50 55 bU b5 5 bu bs) "Ju 130 + 50 • Z_ . -2.00% a' J ---- -------- ------- --------------- -------- 2.00% ___-- aEXISTING a to I RIGATION _ -, DITCH , 0 5 10 4960 4955 4950 15 20 25 30 35 40 45 )0 55 60 65 70 75 80 85 90 130 + 00 4960 0 5 10 20 25 3u 40 129+50 4955 4950 b' b5 ! U f J bu UJ yV 0 5 10 15 20 25 3 35 4u 4`, 5U 5 bu bJ i u 129 + 00 0 5 10 0 5 10 0 5 10 .• 4 4955 4950 1D bu OD yv 4955 4950 15 20 25 30 35 40 45 `)0 ru i5 uu u7 yv ino an 4960 4955 4950 15 20 25 30 35 40 45 50 55 bu b5 iu rn nu OD 7u 4960 4955 4950 15 20 25 30 35 40 45 50 55 bu bn iu rn csv o� 7u 127+50 m r !i 1— • Iq a` go to r City u� �." �'�'i' ." Ca:Drado ' PROVAL • A!eL APPROVED: I tty gtnaer CHECKED BY: ater ttrty BY Date ornaor— watc rt CHECKED BY: F to a s ecreatton , , CHECKEc =Y: Ic ngtneer ate t k- fypy �;�tl11 ll83 ib We t.a, me -�•�dHt tS .a 1 � , F i ,� -j t 0os :j + t ° i F tXE•`. K. CHECKED eT tto 820" 001 y _ n -..-•4 _. 10'-0" MIN. SECTION 5\80 X 2'-60 X 4'-60 + RAISED PATTERN NON- SKID, GALVANIZED STEEL PLATE (AASHTO M-111) C.3) 01 3 00 0 0 N m w < z 0 3 0 PLAN VIEW (SINGLE SECTION ONLY) 3' 2'-0' 3" [-61 3w 2'-0' - > .• n► 2 7/8" 1 /4" 2 7/8" F 1 /4" e ° .s .per 4' e 2:1 SLOPE r 6'-0" 8'-0" SECTION B-B ASPHALT PAVEMENT 8.5 3.5„ NOTES: 1. APPLY BROOM FINISH PERPENDICULAR TO DIRECTION OF CROSS- WALK 2. APPLY BROOM FINISH SO THAT NO TROWEL LINES REMAIN ®OUTSIDE EDGE. 3.5" 3" V e e 4 e - 2'-0. FA 6- 4'-Ow N 1 x a e + ^a e 2% SLPE ° ° O ° ioTT ° e e e 44 SECTION A -A SLOPE PLATE TO MATCH SIDEWALK 3/8w BRASS SCREW - 18-O.C. 5/8' GALVANIZED W/ COUNTERSUNK HEAD PLATE FLUSH W/ PLATE a 4" a 1 4w G 7 1/2" 3" X 20 X 3/8 3. 2:1 SLOPE GALVANIZED ANGLE ^ NO. 3 REBAR ANCHOR - 18"O.C. DETAIL "A" 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. DOUBLE SIDEWALK CHASE DRAIN 6'-B" SEE PLAN / ASPHALT PAVEMENT SAW -CUT JOINTS TO A DEPTH OF 1-1/4", 2' x 2' PATTERN, SEE PLAN FOR JOINT LOCATIONS PEDESTRIAN CROSSWALK DETAIL K1 CLASSIFICATION AND GRADATION OF GROUTED RIPRAP X SMALLER THAN INTERMEDIATE ROC( RPRAP GIVEN SIZE D$IENSION DESIGNATION BY WEIGHT (NOES) TYPE MG 70-100 21 5D-70 18 D-5 12 TYPE HG 70-100 30 50-70 24 a5 16 TYPE VHG 70-100 42 50-70 33 0-5 24 *ALL OTHER WRAP PROPERTIES, AS S'ECFIED N USUCM, SHALL REMAIN LNCHANGED THICKENED ASPHALT IF USING CONCRETE REQUIREMENTS FOR GROUT* CEMENT** TYPE II, 6 SACKS/C.Y. AGGREGATE 30% 3/8-INCH COARSE ROCK 70% NATURAL SAND (FINES) COMPRESSIVE STRENGTH 2O00 psi MIN. AT 28 DAYS SLUMP 7" t 2" AIR ENTRAINMENT 7.5% t 1.5% FIBER REINFORCEMENT 1.5 LBS./C.Y. FIBERMESH OR APPROVED EQUIVALENT *REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS ••A MAXIMUM OF 25% FLY ASH MAY BE SUBSTITUTED FOR THE CEMENTITIOUS MATERIAL 2' x 2' SQ. SAW -CUT SCORE PATTERN SEE PLAN PLACE FLATTEST SURFACE HORIZONTAL AND ON TOP Or Or = DEPTH OF ROCK LAYER WHICH IS EQUIVALENT TO THE MINIMUM BOULDER SIZE. SEE TABLE THIS SHEET. Dg = DEPTH OF GROUT LAYER SEE TABLE BELOW AND SPECIFICATIONS. ED Or Dg 18 12 24 18 30 24 36 28 42 32 DIMENSIONS IN INCHES _ r--6.x6wx6. TEE 6 BEND w/ CLEANOUT N 4640.00 E 91. ' E 2998.30 - 89 t . INV. 55.38 x8' 24.59 LF 8" 9. q SDR35 PVC O 2x i 5.77 LF 8' '1 4612. SDR35 PVC INLE 2J t � i , 0 21L NV. N 34 8'XB'x8' TEE 4600.49 2979.63 V. 54.68 1 _ LF 6" 35 PVC �0 231 1BEND N 94 E 2976,12 JNV. 54.80 �-- 24.61 LF 8' SDR35 PVC -6'x6'x6' TEE 0 2x w/ CEANOUT N 4582.80 E 2953.47 INV. 55.29 ROOFDRAIN DETAIL SCALE: 1 -20 PLACE BOULDERS IN STAIRSTEP FASHION ON SLOPE NTH FLATTEST SURFACE SET HORIZONTAL AND ON THE TOP-\ TOP TO BOULDER TOP OF GROUT GROUT LAYER mgm SURFACES OF -' BOULDERS ABOVE TOP OF GROUT TO REMAIN CLEAN AND FREE OF GROUT PREPARED - SUBGRADE SEE SPECIFICATIONS wwa SLOPE VARIES SEE SITE PLAN TYPICAL GROUTED BOULDER PLACEMENT 6'x6'x6' TEE N 4535.09 E 3237.08 INV. 55.59 3 LF 6' SDR35 PVC O 2.B7G / 6' 90' BE N 4535.87 E 3234.18 V. 55.51 6" NOTES° 1. FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY THE DESIGN ENGINEER PRIOR TO GROUTING. 2. BEFORE GROUTING, CLEAN ALL DIRT AND MATERIALS FROM ROCK THAT COULD PREVENT THE GROUT FROM BONDING TO ROCK. 3. PLACE GROUT BY INJECTION METHODS AND USE A PENCIL VIBRATOR TO FILL THE VOIDS TO THE SPECIFIED GROUT DEPTH. CLEAN EXCESS GROUT FROM ALL EXPOSED SURFACES. THE DESIGN ENGINEER SHALL OBSERVE THE ENTIRE GROUTING PROCESS. 4. THE CONTRACTOR SHALL CONTROL GROUT MIX AND PLACEMENT PROCEDURES TO ACHIEVE THE SPECIFIED THICKNESS AND GRADE OF THE GROUT LAYER. 3/8' PEA GRAVEL BACKFILL AROUND PERFERATED PIPE 0 4' PERFORATED HEAVY DUTY CORRUGATED POLYETHYLENE TUBING PER AASHTO M-294 ADS N-12 OR APPROVED L<+ EOUAL MSC 1OR E4ONOUAALI1 6'x6'x6" TEE w/CLEANOUT N 4529.27 E 3258.78 INV. 56.20 27.67 LF 5" r ryp / r LF 6' SDR35 PVC O 2- \\/ i PVC O 7.95% / 3 LF 6" SDR35 tt PVC • 2.8% \ g 6'x6'x6' TEE - - N 4509.16 - - E 3226.97 INV. 54.73 / - _ 7.3LF 6" SDR35 PVC O 2.8R AREA INLET NEENAH J4.E. I 6'xgx6' TEE INV. 54.50 N 4,50B.64 / / 6'x6'x6' TEE E 3'229.87 w/CLEANOUT INV. 54.97 N 4502.56 E 3251.58 INV. 56.70 / I ROOFDRAI� DETAIL SCALE: 1--20' UNDERDRAIN N.T.S. NOTES: 1. FINAL PLACEMENT OF BOULDERS TO BE APPROVED BY THE DESIGN ENGINEER PRIOR TO GROUTING. 2. BEFORE GROUTING, CLEAN ALL DIRT AND MATERIALS FROM ROCK THAT COULD PREVENT THE GROUT FROM BONDING TO ROCK. 3. PLACE GROUT BY INJECTION METHODS AND USE A PENCIL VIBRATOR TO FILL THE VOIDS TO THE SPECIFIED GROUT DEPTH. CLEAN EXCESS GROUT FROM ALL EXPOSED SURFACES. THE DESIGN ENGINEER SHALL OBSERVE THE ENTIRE GROUTING PROCESS. 4. THE CONTRACTOR SHALL CONTROL GROUT MIX AND PLACEMENT PROCEDURES TO ACHIEVE THE SPECIFIED THICKNESS AND GRADE OF THE GROUT LAYER - CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700DENVER CALL 2 BUSINESS DAY$ N ADVANCE BEFORE YOU DKI. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND WRAPER VTRJTE8. City of Fort Collins, Colorado UTILI PLAI APPROVAL APPROVED: Director of Engineering Do e CHECKED BY: 4 ? 99 Water & Wastewat WIRY Date CHECKED BY: Stormwater Utility Date CHECKED BY: Parks h Recreation Dote CHECKED BY: Date CHECKED BY: Date Q spa >kk � V yI 6 EWM46 ay� �6450' 6�>;fi ��ff. 6 m Ia � 7iS < 0' e� < o� `-R 0 0 ` 0 is o om oa�m < ad a� oIL f or Z z z 0 N O o m o IC it0. N v Mm t a qu. 04 W U �dln WdO00 0LI N N O Q LLI UJ Z LU U U cn a O U -M Lil EC W O = j O U ui M C J QUZ...I UJ Z J O W OCO�U 02'--1- 1g0QLr0 Ma)CC O Q_ = LL. I.L. Ix a PROJECT NO. 823-001 DRAWING NO. 36A u " 'k ., , ;I �V) .�, I ;�' , ,r} I \ Ir 1�r; a IQ • I � )). I iEXISTING 0MIGA1ION r r , , ) I I I r, 1304 50 t J I -2.00% c) 1 r n n 2.00% n� EXISTING><���, (''I I RIGATION ran CH DRAWINGS OF RFOORD pill! •� �� �•� — o n ) n Those Dr(wing. of Record have) been prepared hosed upon l li' -i''. lilt I.'. Information suhnnitted by the COMRACTOR. Mile this it it i' s 10 �0 lnfornurtlon It.hellovad to berefiohlo, Scmrrl ar-ErIs not 016, Is not ro ,ponaihlo for Its oocurocy, nor for crrisslonsor,> or ornm<� °i which rnoy hove hoar Incorpo o c.cl Into r t thls document og u, I a 49(,(� - I rrr,l �'^-�• �„ 4 IE)U a rec)ult• r, r , �� In ""�� Ile 1 (, • • ) , -2.00% - � 2 00% 1 • �� 41 Q r c) I 6aUJ EXISTING �> , - ul 4r A 7 „r lf) RIGA1ION , _ , i DI1 CH a n_' n a c; Fw n v HBP OVERI�I Y THICKNFS,S VARIES _ Q I I , r) 4111,N TYPICAL I( II .1, i 11 r r 1,,�. lir, `lll ,e.`• 01 t` ILI 4 ( (, 6 i li J ( E (0 -2.00% r ..••,a •,,vI 2.007 , 4 cir)r) EXISTING - - RIGATION [)ITCH i L I L I I _ 1 _i 1 r '- 49EJC C (J) rc, -,� 129 + 00� o 0-., v i �'. �✓ 4906 1-rr 49(M " Of 1 0 o a ! P I ' -2.00% - - 3 2.00% ` )vim J cJ b U EXISTING 1 IRRIGATION DITCH ,--- - - - - -- ' I ) I _rLL L-L-- 1 i� _L 1 , L_L_ 4T)0 10 0 4E>0 6`, 0 80 8`) 90 V8 450 V 0 • 049E ' 4960 w !0/ 1 2.00% 1 • I ) ' ---------- EXISTING ---- ----- - - -- I RIGATIONLt) F i c� I I �� DITCH ! (n n -- - cc o w Z _ LLl w K L_) I I ��L___i ) , 1 - L_ 1 -r I r - i- _i_) r__i _ L_ �i_1-_ �L_,_ _ _ r::11�1Q0 (n U 4 �)0 - - (1 �.) i__L �� 4cjclP ; y + >-cl I Q C)� 10 0 10 I`) i0 L� ��`. " 60 E)`; CI I`) 80 8`) 90 tl � �i.. J /' VAL �-0 > + 17£ 00 APPPC)V[:r):.. = 4 � - Q Q LoIy } ,p,iuc ac Q n) 2 Q cv w cn C, r F �_- lr,l f �� 496P CI If GKED BY:. 1 U (A LLJ f>:1 GIiECN.f I'7 E,Y'.G�E_ r C) % F- c) - I _ Q - - - - - - XISTING - - > V) co 49 )O I RI GATION - (,,I it CKt'!) E;Y__ l>rr .._ ('auks f�ccicerion c Q c) (f) c I DIl C1'f - �I-'`' - - \ 1 I _ -:nc:t uplhccrCKi o CD cc Q C)Q 49fiO_ _ I . -- _� _-_ _ 4CE C K' � � r>',itc nc LJ 1 1 J I 1 �i�. i r )r r r r ) 19�)I. i.�,•1 10 it) ? }' ti 80 8 90 T nrn.vsuNc NO, i Plf / b0 2036 •i SBFf 33 if m WN r\l 3 /�9�IIJ,1� 105100 NM+00 les-08 0 a, 0 - - - - - - ----------------------------------------- cl C3 C3 04+00 115+00 N6+00 NT+00 Los -4c LLP 'f 49n W 000l� c LOD M� IL OL HARMONY ROAD 4, 121+00 122+00 12;+0Q 124+00 25+00 — -------------- . . ........ 129+00 130+00 131+00 --------- 132+00 + — ------------------------ A HARMONY MUAU CENTER OF COLOR MIECT W. 1-800-9 .82 OR 5WV00 W14VI "1 00. 25 CALL 2 MMIMbs DAM D1 Ok .'N%7 8WOFE VOU DIGDR F*'o-.VATE dr 1 FOR THE MWM OF v',W 4 MFMAER UTILME-,. 06 > rAw i UTILITY rry „7.._ . ._..- I .. _ . HARMONY ROAD IMPROVEMENTS FOR HARMONY VILLAGE- P.U.D. FEBNUARY 2000 OVERALL GENERAL NOTES • 1. ALL STREET AND STORM SEWER CONSTRUCTION SHALL CONFORM TO CITY OF FORT COLONS STANDARDS AND SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS PROJECT. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE REEXAMINATION OF THE PLANS BY THE CITY ENGINEER WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. 2. 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 REOUIREMENTS STATED IN THE DESIGN AND CONSTRUCTION CRITERIA, STANDARDS, AND SPECIFICATIONS FOR STREETS, SIDEWALKS, ALLEYS, AND OTHER PUBLIC WAYS' MANUAL 3. -THE TYPE. SIZE. LOCATION AND NUMBER OF ALL 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF. DOES HEREBY AFFIRM RESPONSIBILITY TO THE CITY OF FORT COLLINS, AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE CITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. i 5. 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 SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, 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 THE CITY INSPECTOR AT THE TIME THE CUTS ARC- MADE. 6. 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. 7. PRIOR TO THE COMMENCEMENT OF ANY CONS "tUCTION, THE CONTRACTOR SHALL GIVE THE CITY ' ENGINEERING DEPARTMENT, (970) 221-6605, AND THE CITY EROSION CONTROL INSPECTOR, (970) 221-6589_ TWENTY FOUR (24) HOURS ADVANCE NOTICE. B. ALL DAMAGED EXISTING CURB, GUTTER AND WALK SHALL BE REPLACED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 9. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL EFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLONS TRAFFIC OPERATIONS, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGNS HIMSELF, THE CONTRACTOR WILI BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 10. REFER TO SOIL AND FOUNDATION INVESTIGATION, HARMONY VILLAGE, HARMONY ROAD AND TIMBERLINE ROAD, FORT COLLINS. COLORADO". PREPARED BY T'ERRACON, DECEMBER 29, 199B, FOR GEOTECHNICAL RECOMMENDATIONS. 11. IF DEWATERING IS USED TO INSTALL UTILITIES, A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DISCHARGE IS INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 12. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR 'STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.' FOR INFORMATION, PLEASE CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD-PE-62, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE: (303) 692-3590. IDENTIFYING THE NEED FOR, PREPARING THE APPLICATION, AND PAYING FOR THE REVIEW AND SUBMITTAL FEES NECESSARY TO SECURE THIS PERMIT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS PROJECT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE CITYS FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER AND/OR STORM DRAINAGE FACILITIES IN THIS PROJECT. 14. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE HARMONY VILLAGE PUD UTILITY PLANS. 15. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THIS PROJECT. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THIS PROJECT. 16. CONTRACTOR SHALL PROVIDE CONSTRUCTION TRAFFIC CONTROL PLAN. 17. SEED MIX USED SHALL BE PER HARMONY VILLAGE P.U.D. LANDSCAPE PLAN. CDOT NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION, CONSTRUCTION, AND DESIGN, INCLUDING THE AUXILIARY LANE(S) AND INTERSECTION IMPROVEMENT(S) WITHIN THE STATE HIGHWAY SHALL BE IN ACCORDANCE WITH THE FOLLOWING DEPARTMENT STANDARD REFERENCES AS APPLICABLE. A. STATE HIGHWAY ACCESS CODE 2, CCR 601-1 c B. ROADWAY DESIGN MANUAL C. MATERIALS MANUAL D. CONSTRUCTION MANUAL E. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION r F. STANDARD PLAN (M&S STANDARDS) G. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO. H. A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), LATEST EDITION �o I. AASHTO ROADSIDE DESIGN GUIDE j J. INSTITUTE OF TRANSPORTATION ENGINEER'S TRIP GENERATION MANUAL, 6TH EDITION. 2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH COMPLETE ACCESS PERMIT AND NOTICE TO � < PROCEED (NIP). A COPY OF THAT PERMIT AND NIP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. THE EXPENSE OF ALL FEATURES o AND ROADWAY IMPROVEMENTS SHALL BE BORNE BY THE PERMITTEE AT NO COST TO CDOT. ALL CHANGES AS SHOWN ON THE PLANS SHALL BE o COMPLETED BY THE PERMITTEE, INCLUDING FINAL SIGNING AND STRIPING. > 3. A COLORADO REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE PERMITTEE SHALL CERTIFY MATERIALS TESTING. ONE SIGNED COPY OF ALL MATERIALS TEST RESULTS AND CERTIFICATION OF THE R-VALUE OF SUBGRADE AND EMBANKMENT WITHIN THE HIGHWAY ROW SHALL BE PROVIDED TO THE ACCESS MANAGER WITHIN TWO WEEKS OF CONSTRUCTION ACTIVITY. x 1 CONSTRUCTION SEASON. 4. PROJECT SHALL BE COMPLETED DURING A SINGLE CONS UC 0 0 00 A AND SAFETY OF OPERATIONS MANAGE CONSTRUCTION SIGN GE TR SUPERVISOR TICS TO GE CON A CERTIFIED TRAFFIC CONTROL SU ALL DESIGNATE CE 5. PERMITTEE SHALL ( ) ,o R WHENEVER WORK IS IN PROGRESS. A E AVAILABLE WHE EVE DURING ACTIVITIES WITHIN CDOT ROW. TICS SHALL B i 6. PERMITTEE OR CONTRACTOR SHALL PROCURE AND MAINTAIN GENERAL PUBLIC AND AUTO LIABILITY, AND PROPERTY DAMAGE INSURANCE COVERING THE X OPERATION UNDER THIS PERMIT IN THE AMOUNTS SPECIFIED IN SECTION 23-10-114, C.R.S. POLICIES SHALL NAME THE STATE OF COLORADO AS ADDITIONAL INSURED PARTY. LIKE COVERAGE SHALL BE FURNISHED BY OR ON BEHALF OF ANY SUBCONTRACTORS. CERTIFICATES OF INSURANCE SHOWING COMPLIANCE WITH THESE PROVISIONS SHALL BE PROVIDED AND WILL BE ATTACHED TO AND MADE A PART OF THIS PERMIT. (A COPY OF THE INSURANCE r POLICY SHALL BE PROVIDED TO THE CDOT ACCESS MANAGER FOR ATTACHMENT TO THE ACCESS PERMIT PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED WHICH AUTHORIZES THE BEGINNING OF ANY ACTIVITY WITHIN THE HIGHWAY ROW.) dp e 7. DEVELOPMENT OF THIS SITE AND ACCESS CONSTRUCTION SHALL NOT NEGATIVELY IMPACT OTHER PROPERTIES OR THE STATE HIGHWAY ROW. THE Z HISTORICAL DRAINAGE RUN-OFF RATE SHALL NOT BE EXCEEDED BY CHANGES. ALL DRAINAGE ISSUES SHALL BE RESOLVED PRIOR TO ISSUANCE OF PERMIT. F B. NO FEATURE (I.E. LANDSCAPING OR SIGNS) SHALL IMPAIR REQUIRED SIGHT DISTANCE AT ANY HIGHWAY ACCESS. N N A SS OR ROADWAY 9. THE PERMITTEE SHALL LOCATE ALL UTILITIES WITHIN THE EXISTING ROW AND ANY AREA WHICH MAY BE EFFECTED 8Y ACCESS � IMPROVEMENTS. PLANS SHALL CONFORM TO SECTION 2.3(IIXF) OF THE STATE HIGHWAY ACCESS CODE. THE PERMITTEE SHALL CONTACT THE REGION UTILITY OFFICE, (970) 350-2158. UTILITY PLANS ARE NOT REVIEWED OR AUTHORIZED BY THE ACCESS STAFF AND MUST BE SUBMITTED TO THE REGION UTILITY OFFICE. 10. AS -BUILT STRUCTURE PLANS SHALL BE PROVIDED To THE ACCESS MANAGER UPON COMPLETION OF ACCESS. It. LANDSCAPING WITHIN THE STATE HIGHWAY ROW REOUIRES THE PERMITTEE TO OBTAIN A CDOT LANDSCAPING PERMIT FROM THE MAINTENANCE SECTION. ty THE ACCESS PERMIT DOES NOT AUTHORIZE THAT ACTIVITY, ALTHOUGH A PROPOSED LANDSCAPING PLAN SHALL BE INCLUDED IN THE ACCESS PERMIT i DOCUMENT. IRRIGATION OF FEATURES WITHIN THE ROW MAY REQUIRE THE PERMITTEE TO INSTALL A SUBSURFACE DRAIN IN ACCORDANCE WITH CDOT STANDARD M-605-1 OR OTHER APPROVED SYSTEM. THE PERMITTEE SHALL CONTACT TOM BARNES OR JOHN SPRINGER AT THE COOT LOVELAND MAINTENANCE OFFICE, (970) 667-4650 EXT. 0, TO OBTAIN THE LANDSCAPING PERMIT. o J R L ARMONY ROAD HC Q O PROJECT LOCATION V ' a o RL 2 O LMN Of Lu Of LLJ / Cm L VICINITY MAP APPROXIMATE SCALE: 1' = 1000' I1lf RL CDOT NOTES CONTINUED 12. THE PERMITTEE SHALL CONTRACT WITH AN INDEPENDENT TESTING LAB TO CONDUCT A PAVEMENT AND SOIL INVESTIGATION IN ORDER TO PROPERLY DESIGN THE STATE HIGHWAY IMPROVEMENTS AND ACCESS PAVEMENT SECTIONS. THAT INVESTIGATION SHALL INCLUDE BORINGS AND ANALYSIS OF THE EXISTING STATE HIGHWAY PAVEMENT INCLUDING SHOULDERS TO DETERMINE THEIR ABILITY TO CARRY THROUGH TRAFFIC OR TURNING TRAFFIC. REMOVAL OF SUBSTANDARD SHOULDERS MAY BE REQUIRED BY THE PERMITTEE. 13. ALL CERTIFICATIONS, MATERIALS TEST REPORTS, AND ANY REQUIRED 'AS BUILT* PLANS SHALL BE PROVIDED TO THE ACCESS MANAGER PRIOR TO FINAL ACCEPTANCE OF THE ACCESS IMPROVEMENTS FOR INCORPORATION INTO THE PERMIT FILE. 14. HIGHWAY WIDENING SHALL BE CONSTRUCTED TO ENSURE SUBGRADE WITH MINIMUM 40 R-VALUE FOR TOP 2' (SUB -EXCAVATION IS REOUIRED AS NECESSARY). CERTIFICATE OF R-VALUE SHALL BE PROVIDED TO THE ACCESS MANAGER PRIOR TO FINAL ACCEPTANCE. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAW -CUT THE EXISTING PAVEMENT A MINIMUM OF 1 FOOT BACK FROM THE EXISTING EDGE, OR AT SUCH LOCATION THAT AN ACCEPTABLE EXISTING CROSS SLOPE IS LOCATED. REMOVE PAVEMENT. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. 15. (PLACEMENT AND INSTALLATION OF ALL NEW, RESET, AND RELOCATED SIGNS SHALL BE IN ACCORDANCE WITH S-614-1 AND S-614-2. 16.INSTALL NEW DELINEATORS AS PER STANDARD S-612-1. 17. PRIOR TO STRIPING, THE CONTRACTOR SHALL PREPARE THE PAVEMENT SURFACE FOR PROPER ADHESION. 18. APPLICATION OF STRIPING TO CONCRETE REQUIRES SANDBLASTING OF CURING COMPOUND. 19. ALL LANE STRIPES SHALL BE APPLIED WITH EPDXY PAVEMENT MARKING (MINIMUM OF 15 MILS.) 20. ALL LANE STRIPES SHALL BE PAINTED WITH STANDARD PAVEMENT MARKING PAINT. 21. ALL STOP BARS WITHIN THE ROW SHALL BE PRE -FORMED THERMOPLASTIC PAVEMENT MARKING OR PRE -FORMED PLASTIC INLAID IN HOT ASPHALT. (STOP BARS SHALL BE 24- WIDE.) THERMOPLASTIC PAVEMENT . T OF WAY SHALL BE PRE -FORMED 22. ALL WORDS ARROWS AND SYMBOL MARKINGS "THIN THE RICH A MARKING OR PRE -FORMED PLASTIC INLAID IN HOT ASPHALT. ALL LETTERS, ARROWS, AND SYMBOLS SHALL BE IN CONFORMANCE WITH THE STANDARD ALPHABET FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS ADOPTED BY THE FEDERAL HIGHWAY ADMINISTRATION (ARROWS = 15.5 SO. FT., ONLY = 22.5 SO. FT.). 23. PEDESTRIAN FACILITIES AT PUBLIC INTERSECTIONS SHALL INCLUDE CONTINENTAL CROSSWALKS (12- X 10') AND 24- STOP BARS. 24. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BYA METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. 25. THE DEPARTMENT WILL NOT PARTICIPATE IN ANY COSTS RELATED TO THE DESIGN AND INSTALLATION OF A TRAFFIC SIGNAL, SHOULD ONE BE APPROVED AT THIS ACCESS IN THE FUTURE. TAILED CONSTRUCTION I E SHALL CREATE A SITE SPECIFIC AND DE BEGINNING WORK IN THE COOT ROW THE PERM TTE 26. PRIOR TO BEq G OF L TRAFFIC CONTROL PLAN WHICH COVERS ALL PHASES OF WORK INCLUDING FINAL SIGNING AND STRIPING. THE PLAN AN MUST ADDRESS ANY PROPOSED PHASING OF CONSTRUCTION. THE PLAN MUST BE CONSISTENT WITH THE DEPARTMENT STANDARD PLANS MANUAL FOR MAINTENANCE AND SIGNING OR BE A SPECIFIC PLAN PREPARED DY AN AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION CERTIFIED INDIVIDUAL, OR BE SEALED (STAMPED) BY A COLORADO REGISTERED PROFESSIONAL ENGINEER, CONSISTENT WITH THE M.U.T.C.D. 27. PERMITTEE SHALL DESIGNATE A TRAFFIC CONTROL SUPERVISOR AS DESCRIBED IN THE GENERAL NOTES. 28. THE INDIVIDUAL RESPONSIBLE FOR DEVELOPMENT OF THE TCP SHALL CONSULT THE LOCAL JURISDICTION TO DETERMINE WORK HOURS WITHIN THE PROJECT LIMITS. 29. FORMAL AUTHORIZATION BY CDOT IS REQUIRED FOR SPEED REDUCTION. SHEET NO. 1 2-3 4 5 6-7 8 9 10 11-13 A` . r. a t - q 4; :I INDEX OF SHEETS 4. n r.� L Y COVER - ,i- i' PLAN AND PROFILE T F� MEDIAN PLAN AND PROFILE DRAINAGE AND STORM SEINER PLAN AND PROFILE CROSS SECTIONS INTERIM SIGNING k STRIPING ULTIMATE STRIPING PLAN (PRELIMINARY) k DETAILS PLAN TING/IRRIGATION PLANS t BENCHMARK CITY OF FORT COLLINS BENCHMARK 1-96 ON THE WEST SIDE OF TIMBERLINE ROAD, ONE HALF -MILE SOUTH OF HARMONY ROAD, APPROXIMATELY 50 FEET WEST OF THE EXISTING FLOWLINE, ON THE NORTH END OF A CONCRETE DIKE STRUCTURE ON THE WEST SIDE OF TIMBERLINE ROAD. ELEVATION = 4941.81 WLa ASS'Y B.O. CBC CL CMP D.E. EL EX FES FL GB GV HP HYD'T 1. E. INV IRR KB L.E. LF LP LT MH City of Fort Collins, Colorado UTILITY PLAN APPROVAL'l�,_, • APPROVED: City Engin er CHECKED BY: W t r & Wostewate Uti Da CHECKED BY: Stormwater Utilitv Date CHECKED BY: P/a,rkss&& Re%re% ' Date CHECKED BYLt- J-- 1.4-01 Traffic Engineer Date CHECKED BY: Date Algebraic difference 9 P.E. Pedestrian easement ` Assembly PC Point of curvature ?` Blow off valve PCC Point of compound curvature Concrete box culvert PCR Point of curb return Centerline PI Point of Intersection Corru oted metal i e PRC Point of reverse curvature i 7 PP Drainage easement PT Elevation PVC Existing RCP Flared end section RT Flowline SAN Grade break ST Gate valve STA High point TB Hydrant TBW Irrigation easement TOA Invert TOF Irrigation TYP Kick block U.E. Landscape easement VCP Linear feet VPC Low point VPI Left VPT Manhole WL REVIEWED BY: R w Not Constitute ' I' Of Plans evk Does Permittee Is Responsible For Plans. i PREPARED UNDER THE DIRECT SUPERVISION OF Point of tangency Polyvinyl chloride ) Reinforced concrete pipe Right Sanitary sewer r Storm sewer 1 Station` s" i Thrust block Top back of walk Top of Asphalt Top of Foundation r �� Typical r Utility easement' Vitrified clay pipe e Vertical point of curvature`'; I Vertical point of intersection {'I. Vertical point of tongency ; >: Water line g)} r S fgy=, J D e x • d4 1 A 'x -�1 i HARMONY ROD M ENTS g, f FOR HARMONY VILLAGE P.U.D. PROJECT NO. ` 9168.00 g r DATE: 2/8/00 ,f. 1 OF 13; ?, J111Engineering` 2620 E. Prospect . 3trtte 8 E ec lid sp M Fort Collins, Colorado 60525 Tel. (970) 491-9888; FAX (970) 491-99M 8' ENGINE RING/P.ANMrNG/S MG .- �' i r ' , / FUTURE EDP H I XIST. EDP — ASSUMED STA 1+00 PC HARMONY ROAD CL CL CURS— — — — — — — — � � � � _— L-659.21 —7t00 —6+►00 ----------6+A4---- h if8894233W—{ ----}— ----I ——z*t;-------- —— 0 00— — — — — —— — —— ——— --—----------- — — — — R=5730.00 EMPE�1+S89'4 '3E 2+00 Delto=06'35'30" LINE q OF FT COLLINS 00.00' 10.00'3+00 4+00 Tan=329.97 STA—7+61.78_--------------- ----------------------------------5+045.47 R --- ----- 7_ 7 — '�-------= ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N LINE — a t L SPA:-4ti8.0� -- NE S C 6 BES09*42*37EARING SET: 54.68 R CL STA: 6+40.54 SAWCUT LINE FUTURE EDP _ OFFSET�69.78 2; EX. ROW EXIST. EOP s E E \ 24/ PROPOSED EDP — — — — — — ADJUST ELECTRIC UTILITIES _ EXISTING TO FINISED GRADE. C4 I�------------------, SIDEWALK L — — — — City of Fort Collins,- Colorado UTILITY PLAN APPROVAL APPROVED:— z�� ��, PREPARED UNDER THE DIRECT SUPERVISION OF 6f RE[V[ City Engl er Erate CHECKED BY: Water &Wastewater Utility to CHECKED BY:%% C>�J Stormwater Utili y Date 4960 4975 Rr. j- am -7+00 HARMONY ROAD 8' WALK J I I I OF PA' 50 25 0 50 100 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' 4975 --= 4970 W -.. a 0 z 0 V) 5 W O z � W W N = W W m K a U V 2 O ` O ~ II` Co 1d*z F 4m 4X F9 r =� d �.$ cn a :3 ■ CDO 01 it MM � VWW 0 rn LO C O 00 to O _-0 � 00 .�y U O CD a� 'ho r=avrnrn Pip�wFF.. Ol"pz e - _ OUND - .. - - - _ - -- X1STING - ---- - - o --- _ __ 4975 UJ �a O W Ir a -J Q O Z 0 Z Q ofQ o Q a QO 0 > (n - 0 U 0 � o — - ---= 4970 --- ----- __ —; 40 " 4965 4960 SHEET 2 OF 13 JOB NO. REV. 2+00 3+00 4+00 5+00 6+00 7+00 7+50 916 .00 0 C �, 2 �- { J+w': `:.'� 1 '�� ._:: Yw ^ t►• 57,E r.,., . � I,.�. _ _. 4" TIMBERLINE ROAD I I I ( I I �.� _ 4-OF I - EY RIGHT STA 18+89.95 'L.16 I I \I SEE NOTE -� ,/ ULTIMATE EOP PVHS HARMONY STA 105+00= / - - - EXISTING EDP PVHS TIMBERLINE STA 19+38.78 NEC NER(FUTURE CONST.) EXISTING CURBNI i - - - - - -- OFF T: 61.2;4L I \ - / \ 7 \ - E CL CURVE CC 269.74' _ _ R=5730.00 r Delto=06.35'30" w 12+ - - - ..Tan=329.97 -------------- L ADJUST TELEPHONE e� MANHOLE TO Q _ - -FINISHED ADE --A STA: 9+59.96 3 _ - - - - - - 15+0D T s J - - - - - - - - - - -OFFSET: a5:30-R CL STA: 10+56.09 - _ - - - -- - ' - I s 16+00 (l� - - - - - - t 7+00 - 18+00 ' - 119+ ` --ENTRANCE DRIVE ♦ -. + 5�9'4__ � T: 63.63 R ' .-- a I- + I CONCRETE --TO PL- _._ � � SAWCUT LINE � - o, SEE DeTAIc- - _ - METER PIT 4 a _ ___ RELOCATE EXISTING N 7509.82--ter r;' .-.._ - ---- _ ---------- ---- .....,� EXISTING / ,.�+ :: -�F E 4138.92--_� _. X CL STA: 13+98.63 XI PAVEMENT ROPOSED EDGE_ 7 R 3 4" WATER - - - OFFSET 58 79 SE 28 CL STA: 14+71.78 1 CL STA:'18+48.�7 CL STA: 16+88.17 CL STA: 18+18.67 OFF T: I88 v •' - VICE 2' SLEEVE- ni, - - - - - - - - \ ``- - --OFFSET_58_32 / OFF G.'7) OF PAVEMENTS _ --- -- - - - - - - - - - - - - - - - - SET: 58.32 _ OFFSET. 58 32 --- _ - - WA TAP BUS STOP'---- r G j\\ I -ULTIMATE EPP _ .54 S_(LE MARKER �� I I M, / BW- - ------ _ I (FULTURE CONST.}- -_ r•- -E 4138 G-------- \i-,. -'•--•.':�,,.+•• II 0 ' --- -- �-�= -`-- -1 - �•- - --- \r • ADJUST TELEPHONE t T __ REMOVE EXISTING EXISTING RIGHT { - - - ---- - ANH .r � ENTRANCE OF WAY �/� I - -- __ . .- FINISHED GRADE OCATE TELEPH6NE I '--- - _.N'--= -- ____-- PEDESTRIAN ACCESS -- - - -- - -_--- C.P. STAR I R� I EXISTING IRRIGATION DITCH-- AS�F�T_---- r-�-�yy FjjB % / I '/ k�LECTRIC U LIMES - - - ----- - - - --- - ---- j1 i p� I TO BE REMOVED --_ REC I I ' GP IFS Appy C.P. IEST TA - - ' ylATER CSC I I pa / TO Bf 7F $$ _ �_ C D wtl• r 4 TO BE PROIFC D s _ - - - ` EASEMENT I ~ AT I7MfS )'� �%;." _. - 7/MES *` -a. ----- HARMONY ROAD TIMBERLINE ROAD SOUTH EDP SAM[A1T I City of Fort Collins. Colorado UTILITY PLAN APPROVAL APPROVED: City Engi er to CHECKED BY Wa 8 Wastewa a Utilit Dalte CHECKED BY:�I/A, I // ,& & Stormwater Utill v Date PREPARED UNDER THE DIRECT SUPERVISION OF CHECKED BY: Parks k Recreation Date CHECKED BY: Traffic Engineer Date CHECKED BY: Date 4975 4970 -- ------ _-= _� ` s E r A r i w r v r +A" r, 4965- 4960 4975 4970 4965 4960 -_jl�_11 7+00 FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT UTILITY PLAN APPROVAL APPROVED MANAGER DATE APPROVED \ MS ENGINEER DATE 7-?• •B/ 4+28.01 51.81 6+44.29 53.79 10+44.01 47.81 11+42.57 46.32 11+42.48 40.32 13+98.35 36.79 16+88.17 36.32 18+18.67 36.32 NOTE: THERE WILL BE NO RECONSTRUCTION INSIDE THE INTERSECTION. FOR INTERSECTION DETAIL SEE PVHS HARMONY CAMPUS MEDICAL CENTER 1ST FILING (3-31-99) (TIMBERLINE ROAD PLANS). FOR ALL HARMONY ROAD IMPROVEMENTS EAST OF TIMBERLINE ROAD SEE PVHS HARMONY SO � sAMlr CAMPUS MEDICAL CENTER HARMONY ROAD IMPROVEMENTS (5-99). ar 7+20.55 17.34 10+28.95 17.50 12+84.00 17.50 15+24.86 -3.35 18+60.17 -5.60 NORTH M DLAX ! IT 7+21.64 -17.65 9+13.18 -17.50 11+62.45 -20.91 13+43.57 -26.80 15+65.51 -33.37 18+60.17 -34.68 CURVE TABLE CURVE I RADIUS I LENGTH TANGENT CHORD BEARING DELTA FL1 30.00 1 44.06 27.08 40.20 S42.04'22"E 84-08'43" FL2 30.00 50.13 33.17 44.50 N47'52'14"E 95-44'28" FL3 30.00 47.08 29.96 42.40 S44-44.58-E 89'55'17" EOAI 6034.00 346.23 173.16 346.18 S85'54'10"E 03*17'15" EOA2 5788.32 218.59 109.31 218.58 1 S88'37'42"E 02 09'49" 50 25 0 50 100 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' r IRleeel FROST MIER LD AllYR1M OR CAST I M CONE SET 10 FMAL ORAOE .. IBM ICIER I FM TYK SETM 2" FOR 314' IEiE123 2C FOR / METERS 0 �• �cmw 4MRS" Or OF TIDE x COPPER 3/4- ROCK TAI sAOdE Nor ro srx[ TYPICAL METER PIT INSTALLATION ® FORT COLLINS - LOVELAND DAW a OVW: WATER DISTRICT :;y, FEBRUARY 1994 cd ----- - -- - _ _-. - tr OPOSED - g - -- � Gm OUND -. .--- -----Z .. ---- - _. - __. ---- -- _._ _._. W --___aa. ---.N �a .. _.. _.O 90 - .a N f ... OD _.. a _. �p _ - EXSTING GROUND _. - -- __.. _. ^w �� _.m Y _.. - _.. _.. ...- .._ -. _... .._ ._.._ .__. _- 4965 ? COan _ --- - -alt_ r _ - ---- - - ____, __ __ 4960 ---- -----_ _...----- n -- --- __-._ --o _.. .� - n - - - Y m -- m o - _� - - - m -- m - o m - 'au' _.. _.'n ' ._____ ._....._.'a -___... 1O ___._ram ... -s _ ._ .. __'�nT .__.'n _ '.. ... !n .'� 'gym _. _ __ _ .__ _.. �. .._. 'n _ 'o - - 'n ._- M yW� 1K a WW mm F0<0 R1 W a on ra N o Z O N plub wo 00 >_ CO) < _0 04 N oY>sF 0 O ' 00 r CD C\2 �O' C) co Cn O bAD1! a c`d.od' co CC) '^ ) OCA O) fy aa) U I I O r4 0. 0 0 '�wc°�vrn 04 C\2>~-: CC�2w W F6. 1"0": 0 Im m 0 Z as 3 a 00 G 0 _> CV W lil ' m } m } m (aj to F0 cn Wp X U O (N J U FF_ 0 J d I W M o a w crQ cn z z J �J 5 J d U OZ 0 w �� Z O LL. Q OM ZO _I Q � 0 Q _ Q _ SHEET .3 OF 13 JOB NO. 9168.DO REV. 0 V. IN .. '4 C-,a 1 L, A n -� 4+00 1 1 1 / ' 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - �ke - -- -- - ----------- - - - - -- - - - -- -- 11+00- i ----------- 12+oO ---- ---- ----- -- 0 _ -- -- -- _ - l ---� -------------- ------ - _ ----_ - -� - ------ - �Ei5+00-- `� 16+00 i7+00 - - - - - - - - - - - - �__ _----------------_-= -- --� L----� �- _-__- r -_ - ---� ----------- -- -- - - _ G G_ J � � - - - --------- ----a --_--- -----__--__-__ -- TE---- --- - ----'- w-- -�------------- � I GP T TAlI�I i I -o TOax B�COO B TCED AT /MES- D r ,�" - - _ AT ALL AMES City of Fort Collins, Colorado UTILITY PLAN PPROVAL PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: a� : O City Engin D to CHECKED BY. I . Wa Waetewat U I Da e CHECKED BY: DO Stormwater Utility Date CHECKED BY: Parka k Recreation Date CURVE TABLE CURVE I RADIUS I LENGTH TANGENT CHORD BEARING DELTA Al 4.00 6.29 4.00 5.66 N51-32'07"E 90-02'24" A2 5739.50 32.68 16.34 32.68 - S83-16'54"E 00-19'34* A3 6314.22 17.93 8.96 17.93 S8434'19"E 00'09'46" B1 4.00 6.28 4.00 5.65 S3827'53"E 89'57'36" B2 5720.50 32.56 16.28 32.56 S83-16'54"E 00" 9'34' B3 30.00 24.06 12.72 23.42 N73-54.12"E 4557'21" B4 30.00 23.35 12.31 22.77 N73'13'39"E 44*36'15' B5 6325.09 20.18 1 10.09 20.18 S8433'42'E 00-10'58" B6 1.50 4.71 - 3.00 N05'20'49"E 180'00'00" C1 1.88 5.78 55.66 3.76 N04'45'07"E 176'1 C2 500.00 40.42 20.22 40.41 S89'29'55"E 04'37'55" C3 500.00 35.74 17.88 35.73 S89'46'02"E 04'05'42" C4 5709.32 198.37 99.19 198.36 S88'4 '54" 01-59' 7" C5 50.00 7.37 3.69 7.37 S8529'08"E 08'26'57" D1 5739.50 218.85 109.44 218.84 S84 24'21'E 02'11'05' D2 100.00 16.04 8.04 16.02 N89'54'22"E 09"11'28' D3 500.00 25.09 12.55 25.09 N86'44'52"E 02'52'29' D4 1500.00 1 35.72 17.87 35.71 S89-46.06"E 04'05'34" DS 5716.32 198.38 99.20 1911.37 S88.42'58•E 01'59'18- D6 50.00 8.23 4.12 8.22 N85'34'29"E 09'25'48" D7 1 2.00 1 5.66 1 12.71 3.95 NOO-12.03"W 162'07'15' TYPICAL LANDSCAPED MEDIAN c C11ON > 9' I 18"�- 2% I EXPOSED n rMULCH AGGREGATE la I COMPACTED FILL 10 MIL PLASTIC LINER so CONCRETE MEDIAN CURB AND GUTTER 4" PERFORATED PIPE WRAPPED MATH WEED BARRIER TYPICAL PAVED MEDIAN SECTION < 9' 18" 2% CHECKED BY: Traffic Engineer Date �j � / �SUBGRADE � CHECKED BY: 4975 1 4970 4965 4960 4975 4970 4965 4960 s UNDERDRAIN CLEANOUT 50 25 0 50 EXPOSED N.T.S. AGGREGATE CONCRETE HORZ. SCALE: 1" = 50' MEDIAN CURB _ VERT. SCALE: 1" = 5' AND GUTTER 100 Date UNDERDRAIN CLEANOUT 50 25 0 50 EXPOSED N.T.S. AGGREGATE CONCRETE HORZ. SCALE: 1" = 50' MEDIAN CURB _ VERT. SCALE: 1" = 5' AND GUTTER 100 Date -- = --= -_ = - - FLCIs - ---- - -- FLU► -----, rz In I CIO in- - - ._ - _-_---- - GROUND.__.'.. IL G _. .------- - - - - - - . -- 7+00 1 +4970 Z o a >0 < - O110) O a Go zii��< ti vW10 is Go A8 4 zuN r Cy 0�4b'm r 0 mLO O 0 00 -r iN O a0 CO P4 U O CA m P. - Nr a'OO C\2 IL - Wco C\2 G. E. OZ Q m m Z O N w w 0 z 4965 M•u a a 4960 w _j W } 0] } 0] } OZ] o v o O J U LL- O J 4975 W _l z IxQ ow z 4970 0 �5 � Q0 U jr 4965 "f m ? O zQ O = o m -, _Q 4960 Q = L rA _ I I EXISTING RA AD - - - - - - - - - CR TERI EYLSLTING GUARDRAIL +A RG 1p(RD) TO BE 7 'Moore SEE INTERSECTION DETAIL FLA I a SIGHT TRIANGLE SHEET 10 OF 10 'i`5 - -tf - - NO OBJECTS ABOVE 3.5' -� 4+00 '*- iT --�w I 5+00 � I FLA POC 7+33.90(RD) - - - - _ - - N e-- '� " - / 8+00 FLA 7+23.60(RD)= I FLA PT 7+59.21 FLA PI 9+13.40 - -� - - - --FLA PT 10+47.9 - FLB 7+22.56(RD)- FL - �� 8+0o a 77 FLB PT 10+58�9=------------- ----------------- -.-t-- CL STA: 7+31.78(RD) X / --- ------ - ---- nest" CL STA: 1 +47. _ _ _ _ _ - - - - - - �XI$TING GUARDRAIL - - _ F - _ - 9 00 -FLA PC 10+30_03 - - T t22 - - - - - - - - L - 13 - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLC 18+33.14(RD)= - - u + PLC PT _ _ - TO REMAIN -�L.B PC 7+29.39(RD) I - a'`°0 - _ to+00 FLC PR 14+89,49 n D CL STA 8+35 �� T2. 2 FLC PC 12+85.18 + C .56 - - - - - - EXISITING GUARDRAIL - -__ 00 ----- -�__ 0+ PLC PT 10+52.92(RD)_ - FLC PC 14+53.75 OFFSET: 21.04' L(RD) - - - I ' FLB PT 7+59.21 / "*� I - - - - - - - - - - _ _ - FLC-FLC PT 16+87.85 � TO BE REMOVED 6 ) FL FLB PC 9+85.4 7 -ii .-'-n---- -- i2 0000 - _._ _. a+00 44 t1 + -T a ` - - - - 16+0- - ~ oc _ / I FLB PRC 7+33.37(RD- - FLB PR PRC810+3 .39 3a+ok moo - - - - rs+v0 - `,6+0°- - - - - - - n+ 0 e+ - - _ 00 E OT - _ _ _ 11 _ - _ _ I- -r+ -- P, R / FLD 17+00 16+ + ILI- FCB PCC 10 5260 J I I GU ARDRSAD \ - FLD PC 14+65.22 14+9�Q.93 FLD PT 16+89. 32 - I , �'I`T FLD PCC 12+67.30 -- o / � - - �� FLD PT 12+83.34 FLD PT 13+89.06 �\ \ u SAWCNE Eke Ff FLC PCC 10+45.93(RO)- - - _ - - FLD PC 13+63.97 18+34.25 PCC 10+ - - - - - - FLD 18+34.25( D) EXISI'TMiG$AILROAp - I +: , .45(RC)=-----------------------------... -.... _. ----- - - - p� U 53 - - - --- =_ a CL STA: 10+53.43 _ ------ SIGNAL TO BE REMO ) ------------- - - 10'x30' [R9A - - OFFSET: 9.50' R RDJ L - - - - PR POSED C0. --CROSSI MATERIAL f -, ---� - v = ------------- T \\ _ R� SIGNAL __-_ _- WIDENIN - - _ _ I ----__ G CAS UNE MARKER � G _ _ - ---- \ L I li-------- f _ r - --- --- 1 --- __ ew I------ - - - 1 L------�__ ` 1 I _ I II I TYPICAL LANDSCAPED MEDIAN SECTION > 9' SCREW -ON WATER EXPOSED TIGHT PLUG 18"� 2% MULCH AGGREGATE 4" PVC RISER PIPE CONCRETE /SAND TEE City of Fort Collins, Colorado TILITY PLAN APPROVAL APPROVED: City Engine Date CHECKED BY: Water & Wastewater Utility Date CHECKED BY: Stormwater Utility e CHECKED BY: Parks & Recreatio Date CHECKED BY: Tr ngineer Date CHECK 4975 4970 4965 4960 4975 4970 4965 4960 _ w r Q rn � a Date � I PREPARED UNDER THE DIRECT FLA 0 7t7- OUTFALL CURB AND GUT ER (2' PAN) 0 & & 0 0 p A O M J A FLB • _d Wa I VI W m a PR POSED E STING GR NO GF OUND OU TFALL Cl (2' AN) CAT Ci (2' PAN CROSSP S N AND T ERSE E INT. DETAILAIL D P.10 0 0 0 0 0 c o M N .- O ae n 40 N h N rl r r 41D�d m all X 1 ri 7+00 8+00 9+00 10+00 CURVE TABLE RADIUS LENGTH TANGENTCHORD BEARING DELTA 4.00 6.29 4.00 5.66 N51'32'07"E 90'02'24" 5739.50 32.68 16.34 32.68 S83'16'54"E 00'19'34" F 6314.22 17.93 8.96 17.93 S84'34'19"E 00'09'46" 4.00 6.28 4.00 5.65 S38'27'53"E 89-57'36" 5720.50 32.56 16.28 32.56 S83'16'54"E 0C'19'34" 30.00 24.06 12.72 23.42 N73'54'12"E 45'57'21" 30.00 23.35 12.31 22.77 N73'13'39"E 44'36'15" B5 6325.09 20.18 10.09 20.18 S84'33'42"E 00'10'58" B6 1.50 4.71 - 3.00 N05'20'49"E 180'00'00" C1 1.88 5.78 55.66 3.76 N044507"E 176-07'51" C2 500.00 40.42 20.22 40.41 S89'29'55"E 04'37'55" C3 500.00 35.74 17.88 35.73 S89'46'02"E 04'05'42" C4 5709.321 198.37 99.19 198.36 SBB'42'54"E 01'S9'27" C5 50.00 7.37 3.69 7.37 S85'29'08"E 08'26'57" D1 5739.50 218.85 109.44 218.84 S84'24'21"E 02" 1'05" D2 100.00 16.04 8.04 16.02 N89'54'22"E D9'11'28" D3 500.00 25.09 12.55 25.09 N86'44'52"E 02'52'29" D4 500.00 35.72 17.87 35.71 S89'46'06"E 04'05'34" D5 5716.32 198. 88 99.20 198.37 S88'42'58"E 01'59'18" D6 50.00 8.23 4.12 8.22 N85'34'29"E 09'25'48" D7 2.00 5.66 12.71 3.95 N00'12'--'l 162'07'15" 11 +00 10+00 U U a rc r m a w `6l 0 Cc m m c9 a rn rn c as X. W 5 In t0 o� rn X � W 11 +00 °D MEDIAN CURB COMPACTED FlLL TOPSOIL AND GUTTER - N • III11 IIIIIIII •�' °° °0o c \�SU \GRADE % //�%j%j%j/ 00°0ooo°0o0°000o °°°oa0000p0 /�SUB�GADE\p0" 00 o°oo° /�%"/ 10 MIL PLASTIC LIAER 4" PERFORATED PIPE WRAPPED WITH WEED BARRIER TYPICAL PAVED MEDIAN SECTION < 9' 18" EXPOSED 2% AGGREGATE - CONCRETE a0 -11 11111 1 1 MEDIAN CURB II I II I _-I I E I I I � II I I_111_1I 1 I I I AND GUTTER II_II III -III c COMPACTED FILL. ,III � I III I � �, I C I-1 I IIII-III-1 I I I I '•. . NCTE: SEE PLANTING/IRRIGATION PLANS FOR IRRIGATION TAP LOCATION. /1.111"C1 UNDERDRAIN CLEANOUT N.T.S. DRAWINGS OF RECORD 01/10/2002 4967.1 EXISTING GROUND ELEVATION _4967:66 PROPOSED GROUND PER APPROVED PLANS 4968.31(RD) RECORD DRAWING ELEVATION RECORD DRAWING INFORMATION NOTE: DIMENSIONS AND LOCATIONS SHOWN ON THIS PLAN ARE FROM APPROVED PLANS OR AS PROVIDED BY CONTRACTOR. N N � � o W -. _�---- --- - - - - - E STING 'GUTfEFt T - - OUTFALL CURB AND GUTTER (2 PAN) [) C C O 0 C 0 C C C v O O v a W M M M r W ro r n t� r � ad ad ad ad o ma a a a a t m+ a ma < a < a a a a w a 1 ID 4 FLD ` ci s FWD � N H < > V%J N PROPOSED GROUND ATCH CURB & GUTTER (2' PANI rxlulwi GR ND UTFALL CURB GUTTER (2' P N) c c 93 o of 0 n o 0 c t0 O 0 c 0 N 0 o 0 0 o c o N m m m m � m 0 m 1o m � m 0 n 40 r n r n n 0 n 0 12+00 13+06 14+00 15+00 16+00 17+00 18+00 Z < Z < Z O W O aLLJ 0 Z J Y Oct(7 O m W a uja W Q Tr Z < rn ,< w m �E o F O w M n z x O(� W O < O 0 F U of O of 0_ < La a Z a of of w < w < a < W a W V z O M > V 'W c<i< awe CLO ■ ���w 0o N iLa ~O V/ WuYm Fa' ■ ��aw S� Z C5 O W co� <V og U ■ i M 0 t\2 0)Ln CO r0 O - 't, C4 " cc o cc •CO M P-4 U O l Q) to m m 0 -"l lid" O O �b W U o •--� W 1 o }IF DO a Y z Q w O' O Z O � In __.... N O Z 4975 < D 0 0 0 0 4970 uj zo 4965 o-�3 _°_"0 o a- � a- > 00 4960 Hw- m m m Q � O U1 Ll w z_ U �3: J J / 4975 w � Ir o �a T_ z� O0 QD Z CL J 4970 _j � QO o :7 U O 0' 4965 m w o O zQ o� Ll O_ :g J cr__ of a 4960 Q = � 2 z SHEET 4 F 3 JOB NO. REV. 19+00 9168.00 0 4972 4968 4972 6 l HARMONY ROAD ULTIMATE SECTION WEST OF HARMONY VILLAGE (FUTURE CONSTRUCTION) (PRELIMINARY) (FOR INFORMATION ONLY) 4972 4968 -80 -60 -40 -20 0 20 40 60 80 100 120 2+00 Q µt. - - 4972 / / 4968 49 8 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4976 4972 4976 4972 0+00 pC Q\ /ULT. r"- I 1 i 1 1 i -ti -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -2+00 ow 01 trove �w--T-T-, t i n n 4976 4972 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -4+00 v x 4976 n r Z - 4972 b r ONES 1011��!a11111111 0�191111111i��nall 1111111111111111111 II . 76 72 4976 4972 ,. -80 -60 -40 -20 0 20 40 60 80 100 x W •t' 1 ~o , 4 , - rF PREPARED UNDER THE DIRECT SUPERvrSION OF City of Fort Collins, Colorado UTILITY PLAN A PROVAL Z < _ , W APPROVED: _ • o g i5 J > City Engineeil D to W 50 25 0 50 100 F- W CHECKED BY: f M � Water k Wastewater Utility Da t vi W p HORZ. SCALE: 1" = 50' CHECKED BY- F m Z ,n �, VERT. SCALE: 1" = 5' Stormwotor Utility Date < O F a v � a N CHECKED BY: '�' 3F Q. a Parks ! Recreation Dote J W CHECKED BY: a D t 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -2+00 ow 01 trove �w--T-T-, t i n n 4976 4972 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -4+00 v x 4976 n r Z - 4972 b r ONES 1011��!a11111111 0�191111111i��nall 1111111111111111111 II . 76 72 4976 4972 ,. -80 -60 -40 -20 0 20 40 60 80 100 x W •t' 1 ~o , 4 , - rF PREPARED UNDER THE DIRECT SUPERvrSION OF City of Fort Collins, Colorado UTILITY PLAN A PROVAL Z < _ , W APPROVED: _ • o g i5 J > City Engineeil D to W 50 25 0 50 100 F- W CHECKED BY: f M � Water k Wastewater Utility Da t vi W p HORZ. SCALE: 1" = 50' CHECKED BY- F m Z ,n �, VERT. SCALE: 1" = 5' Stormwotor Utility Date < O F a v � a N CHECKED BY: '�' 3F Q. a Parks ! Recreation Dote J W CHECKED BY: a D t 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i 4976 4972 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -4+00 v x 4976 n r Z - 4972 b r ONES 1011��!a11111111 0�191111111i��nall 1111111111111111111 II . 76 72 4976 4972 ,. -80 -60 -40 -20 0 20 40 60 80 100 x W •t' 1 ~o , 4 , - rF PREPARED UNDER THE DIRECT SUPERvrSION OF City of Fort Collins, Colorado UTILITY PLAN A PROVAL Z < _ , W APPROVED: _ • o g i5 J > City Engineeil D to W 50 25 0 50 100 F- W CHECKED BY: f M � Water k Wastewater Utility Da t vi W p HORZ. SCALE: 1" = 50' CHECKED BY- F m Z ,n �, VERT. SCALE: 1" = 5' Stormwotor Utility Date < O F a v � a N CHECKED BY: '�' 3F Q. a Parks ! Recreation Dote J W CHECKED BY: a D t 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i 76 72 4976 4972 ,. -80 -60 -40 -20 0 20 40 60 80 100 x W •t' 1 ~o , 4 , - rF PREPARED UNDER THE DIRECT SUPERvrSION OF City of Fort Collins, Colorado UTILITY PLAN A PROVAL Z < _ , W APPROVED: _ • o g i5 J > City Engineeil D to W 50 25 0 50 100 F- W CHECKED BY: f M � Water k Wastewater Utility Da t vi W p HORZ. SCALE: 1" = 50' CHECKED BY- F m Z ,n �, VERT. SCALE: 1" = 5' Stormwotor Utility Date < O F a v � a N CHECKED BY: '�' 3F Q. a Parks ! Recreation Dote J W CHECKED BY: a D t 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i PREPARED UNDER THE DIRECT SUPERvrSION OF City of Fort Collins, Colorado UTILITY PLAN A PROVAL Z < _ , W APPROVED: _ • o g i5 J > City Engineeil D to W 50 25 0 50 100 F- W CHECKED BY: f M � Water k Wastewater Utility Da t vi W p HORZ. SCALE: 1" = 50' CHECKED BY- F m Z ,n �, VERT. SCALE: 1" = 5' Stormwotor Utility Date < O F a v � a N CHECKED BY: '�' 3F Q. a Parks ! Recreation Dote J W CHECKED BY: a D t 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i 8+00 10+28.95 1 1 Traffic Engineer oe Q CHECKED B Q 8 8 11Dw ---- 4968 4968-..__..._._ _..----_: _^ Q _ ..___._..-----.._-- -------- 4968 . 6 + 0 0 4968 _- _ 0 t � J_ ww IN __ _, . :> - --. 4 4 HARMONY RO 1.3m 1 4968 4964 r-- __�. _...__�_� _r_- .�..-_.:.. _ -___,._..-_: ..__, -.�.. ._-1-:.t-1 4964 4964 ;_. _ t 1" 96 CONTROL LINE }ass 1 �---•.. -.--+ I .-._�_�_. �. In �i' t _ \ V STATION m 1 FL ELEVATION �' -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 6 NA N ING�� - 2+00 Q t a . - < 6 4968 IIOM _. - - - - - -- r IIOr' ... 968 4964 '_._ :__. .... _ - .__.:. .... - 4964 4960 _'I 49 0- - - - S �.. ---r 1 - - .ITT 4 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 EXISTING 'LURE GROUND _,..ia . / _. - - �E-. +--1MDFNIMG,PROPOSED 8' WALK r 4964 --1 4964 AWCUT 1 I y I HARMONY VILLAGE FUTURE '- LOCATION `+-t-•-; GRADING MADENING 4960 . _- _.,-. _. _ i._w _ ..- I - }-� 4960 7+ 59.21 t_ IDL8 _!. 5+50 4968- -___ _._'_ .___,� . _. _ _� _ 4968 1 0+00 -20 a0 20 40J' 60 0�100 12 -047c 80 60 40 0 140 160 180 Q Q — — — - - mw NW 4968 4968 4964. _ _. _ _ . .:. .. _. _ \ 4964 t \ 80 60 40 20 �0 20 4 \ < ao Tj 4964._.__- :____ _ ___.. r. ...__ _.. 4964 4960 - __. _.__ - _._.. ____. .. -- 60 49 0 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 5+ 00 7+ 50 pC Q 101, 8 Q IIDN �dM 4972 4968 NOw .. ri .EOM - 4968 4972 __.. _ _ 4968. ... .. - �T _ -: ['tg� . _ _.. 4968 4964 _ .. _.. __. 4964 "� \ \ \ 4964 .- __ ..- + _. _ . _.... .. ..... 4964 4960 + 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 -80 -60 -40 -20 0 20 40 60 80 1D0 120 140 160 4+ 50 Q Q 4972 IIDM -- -_--- --.-.._. 4972 I i \ Cast- 49b5 4968 m -80 -60 -40 -20 0 20 40 60 80 100 120 4+28.05 , I t -80 -60 -40 -20 0 20 40 60 �80 + 100 120 4972 7+00 Q IDL on 4968 - �.._.._ .__ - -- _ .... _Z .. _. _.-_ 4968 _ ��'! _ _ie�s 4964 80 60 40 20 n 0 20 40 6 \ 4964 0 80 100 120 140 6+50 Qpow Q 4968 4968 4964 - I a : : �• -,..�— 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 IDL ER now EOM 4968 __ ._ _. _ 4968 __ _. ? _ -_ 1A^ $ : 1.e2% 4964 _ _. \ .. 4964 10 to m 4960 a - - - - 4960 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 9+ 50 Q Q 4968 now e a ... -. -. -. + .. 4968 0.m% 3a 1.3f% 4964 w _ - - 4964 io - rn -80 -60 -40 -20 +0 20 40 60 80 100 120 140 160 180 9+ 00 Q Q 4968 owMIN 4968 4964 - N i. - - - 4964 0 _ ro rn -90 -60 -40 -20 +0 20 40 60 80 100 120 140 160 8+50 IDL 4968 EOM .... -S _ _ .. r _ ___ , 4968 Q - --s 4964 ... , _.... ..... .. .-._.:__ _..__•. 4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 11 +50 Q ! Q 4968 - 3 S _ __ _ ._. - .. --,. _ — 4968 - . t _ \ s 4964 49644960 4960 w -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i 11 +00 Q Q 4968 IN IN now $ - S-r--r-- - _•--__ _T__._ 4968 3 I 1 4964 _ _ _.._ .. f/_�-___ ..._.._.....C.-.__ i 7-1�.�+-__'--�'--! 4964 t l tl l ti ' 1 i 4960 4960 PI)f — ._..-._ . _ _4, 1 1 80 60 40 -20 0 20 0 60 800 00 20 140 160 180 10+ 50 Q Q 4968 -IIOw - ..- Y _. -- -- ,----$_r-� i- 4968 --i �T 4964 - _.., .. r.-;-- •-+--• - - ' I I i 4964 4960 -�- _�.�. '..�_.i�_._.�'_ I i-.L� I 4960 '80 -60 -40 -20 0 20 40 60 80 100 120 14D 160 180 Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i Dote CO F Sx � T al ze z CMo � :w�j 0 102 V COMM f Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i Q 0 z O 5 W O z = O O X O \ 3 -0 d d M�II \ m O m • N w } } } J W 0] m m Qvi zz fN011 o V O I.L 0 u U wD �a oN Qz W 2Z a -i } LLI �J ZV) O _5 0 U C,>- m N 00 U O u— Z Q J 0 = Q TQT i SHEET 6 OF 13 JOB NO. REV. 9168.00 0 i JOB NO. REV. 9168.00 0 i 4968 4964 IX 4968 . 4960 4964 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 0. 16+00 Tom• - I1+i I� ✓��`-� I I I 4968 4964 4960 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 N a s1 s7+50 a R is 4968-tzcz _.-r-/_7s__,--_'.r i _ -. --- 4968 "[[ , I 4964 • -�-- -.� -_. _ j._! _ .-_.. - i .a-- - _ T .:. 4964 I ' 4960 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 4968 a w wi!IN ----�-r-� 4968 15+50 n Ix 4964 '� r - -� 4964 4968 �OtI -ram- -- -. - _ 0.7a1t-�--- - - — _.. __. _ _ _. • - 4968 1 7 + 0 0 mw 4968 IIOn -- - r-- - mw 4968 I I , 4960 + �i 4960 4964: -_+_ + ' -T 4964 i - , .1____l.i I ! 1 I I .._ - 14964 a r ...- �..�-Y-+--L-_ •-*.__.;.. r....� _. __y- �-.- -�. _ :_ _.-.?>�__ 4964- -� -'`- -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 •� i , 4960 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 : ^ t m a i 4960 -_.._ _-... :�. �__.__� ..-L_._ ..�_.�_ _. . i_ i_.. 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 ;. 496 4964 4960 11111��� �F��.'a►.1. 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' 11111111111n1111111111 - !j -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 i 12+50 OL 4968 a a mw 4968 I 4964 4964 I i \ 4%0 4%0 m a -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 .. r f Y. 15+ 00 a w. a. 4968- r ` ; - 4968 I - 1 I I : : I I I 1 _t 4964 4964 t-t - - tAt I I T v 4960 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 14+ 50 4968 T-r-�+s.►- --- - -- ----r- r- I I 4964 I _ I ! � 4%0 a 4968 4964 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 +88.17 a ?6R a a 4968- - .-_._T_�_., ; _^ RIM _._.. 4968 A. i I 4964 F i-i. _ �..+--i--+-.-.Y. r--�--i _ - '._•\� 4964 I01 {4960 '1 r -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 16+50 IDL 4968 T ,es---T ^- 4968 �I 1 4964 - --+. -:- ' - ,.. _. ._.---1 •. - �---�---- 4964 4960 4960 -1.00 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 PREPARED UNDER THE DRECT SUPERVISION OF 19+00 4968 r T- - - - --, -� �-1 4968 I- i 4. 1-1 1 1 1 4964 _ _ !__.. a.._--.4964 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 18+ 50 4968 - --._._ r 4968 4964 4964 m -80 -60 -40 -20 0 20 40 60 BO 100 120 140 160 180 18+ 18.67 a s a Ip. 4968 - - , , I -- ia. 4 968 I t i 1 i 4964 t ----� i �-: _.-_._ .. ��- -• _._ I �--__... :...:-._:- ...:_.+ __ t ,-__• _ •-.-•_ --+ 4964 ' I • 4960 ' i f 4960 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 18+00 Ix a 4968 I 1 4964 {--i-� 4960 -I i I 1 ._4-1 4968 4964 ' f + 4960 -100 -00 -60 -40 -20 0 20 40 60 80 100 120 140 i60 180 City of Fort Collins. Colorado UTILITY PLAN APPROVAL Z OILS APPROVED Omo;kLA° -:' Wt z a City Engle, w W CHECKED BY: Water k k � " ae�ewoter utMt CHECKED BY: ••i � R �! Stormwater UtAity Dote 0 < s CHECKED BY: Z Parks ! Recreation Date CHECKED BY: K Traffic Engineer Date CHECKED BY: Date cc F& CD sa $ZS N Z41be d F o 25 0 LO � 07 0 c0 � 0 co c0 U 6 m m ty (D U I t R Go ..r Q 0 (73 tko CD W cV [_. E, fs.OMZ - a 0 Z O N 5 W 0 Z = O O � a �c a b- u •n 3 o • c� w J W m m m m 1/1 Q p W m p U p O U � : J J zq LAJ a N a0!2 r= O� z 50 25 0 50 100 d J (r U �J — s ZN O HORZ. SCALE: 1" = 50' O VERT. SCALE: V = 5' o >. m N O CO Q: w = U ILL.rQ O= J Q � Of o SHEET 7 OF 13 JOB NO. REV. 9168.00 0 C'1 t. C.31 SIGN TO REMAIN KEEP OFF MEDIAN I - - - - — - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - — - ` - - - - - - - - - — - - - - - - - - - --- ------------------ z+oo-------------- — 00 +00 -------- ---- ----- y.� - — -- _.__._.. _. _.. T.._. -- — __------ --- — — ----- — --F-- S+D— + / I \ 4+Op C HARMONY ROAD —,_ 7 a. o - - l - L— - - 778_5' (15:1 TAPER) I I ------------------------------------------------------------- _---- EXISTING STRIPING TO REMAIN TURN LANE SYMBOLS T'7? R R SIGN TO REMAIN 3 9 _ H r I H{jilt. . I / do ao / O � I S I STOP o € ENTER 0 x NEW SIGN R1-1 NEW SIGNS 30'x30' (2) R4-8 10+30 24'x3O' j 10+00. 1D+55 it 'a 'F ,g 0 i t� ;a RELOCATE SIGN 11+80 RELOCATE SIGN 12+90 RELOCATE SIGN 13+70 SPECIAL 14+30 RBI nreTr amlz SIGN TO REMAIN NEW SIGN NEW SIGN R4-7 W/ TP. 2 OBJ. MKR. R3-7R 24"00' 30"x30' 18+40 17+90 TIMBERLINE DRIVE � I � II 19+10 TIMBERLINE DRIVE RIGHT LANE MUST TURN RIGHTNEW x SIGN R3-7R 30'x3O" RELOCATE SIGN k SIGNAL 6+60 SIGNS 3 SIGNALS TO REMAIN —363 TO CL OF Q 2- OF PAVEMENTI �rPR • OF 12' THRU -----12' THRU_ 72' A— f RIGHT LINE / I MUST I NEW SIGN R3-7R 30"x30' 9+20 i+ T ® DASHED WHITE LANE LINE 4" WIDE. 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING LINE 8- WADE C) SOLID WHITE LANE LINE 4" WIDE ® DASHED WHITE LANE LINE 4" WIDE, 5' LONG WITH 5' GAP ® SOLID YELLOW LANE LINE 4- WIDE "01Em 1. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE. 2. SEE COVER SHEET FOR CDOT NOTES PERTAINING TO SIGNING R STRIPING. 3. ALL LANE DIMENSIONS ARE EXCLUSIVE OF GUTTER PAN. 4. REMOVE ALL EASTBOUND LANE PAVEMENT MARKINGS FROM CL STATIONS 4+50 TO 18+50. 50 25 0 50 100 SCALE: 1" - 50' Zo Z K W � o a _ Z , � y�� (Qm� K K W Yn C) W ih 0 Qm O a ` z O 0 F a: a_ it N < F W w S n. a M < rr w t355i Co > O c.i� 0) T V �Wy�Wp1 F= N =�=W �F }? V cmo �Ismp F� 0) FW • co y T m O a� LO O c o tw 04 ` "=-cr .� . o CO CC) ii aUi U I I ai 0�� 0 0 umm o . Cif 0 u �C W Nll.Hrs W a 0 Z O in 5 w 15 0 �� II o N PREPARED 11N" THE DIRECT SUPERVISION OF J m m m Q � U � cr Z O � � U a Z LJ Z �a C) Q O (n Z aJ �0 J City of Fort Collins, Colorado � 5 ZO Q O UTILITY PLA APPROVAL 0),_- M o U • Q Z < Z (- APPROVED: � � O O Q Z (X City Engibeer ate •Lr- _ (' O CHECKED BY:_NiIy �.11/- /-- >- Water k Wastewater Utility Dote Z Q O J = Q rn CHECKED BY: /.A, IL-m-&a 2 W Storwoter Utility Date � C) Q Z CHECKED BY: i — Pork otl Date CHECKED BY: /-e O/ SHEET 8 OF 13 Traffic Engineer Dote CHECKED BY: JOB NO. REV. Date 9168.00 0 wen LEGEND ----------- PROPOSED SECTION LINE E EXISTING ELECTRIC w/ELECTRIC POLE ------------------------ PROPOSED PROJECT LINE -E EXISTING UNDERGROUND ELECTRIC w/VAULT PROPOSED CURB & GUTTER LI EXISTING ELECTRIC BOX EXISTING CURB & GUTTER T❑ EXISTING TELEPHONE RISER PROPOSED EDGE OF ASPHALT <Lt EXISTING TELEPHONE MANHOLE EXISTING EDGE OF ASPHALT FKT EXISTING CABLE T.V. RISER VN - - - - EXISTING (R.O.WJ RIGHT-OF-WAY ® EXISTING SANITARY MANHOLE W EXISTING WATERLINE kr EXISTING LIGHT POLE G EXISTING GASLINE i EXISTING STREET SIGN EXISTING STORM M ❑ EXISTING MAILBOX V_ v v CUT LIMITS ;I EXISTING WATER METER FILL LIMITS cM O EXISTING GAS METER ® EXISTING ASPHALT TO BE REMOVED - NEW ASPHALT PAVEMENT 3+00 MA MATCH EXISTIN( PAVEMENT ELEVATION SECTION LINE - PROJECT LINE STA. 3+25.52 NOTESL 5. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT I. PROJECT LK IS DEFINED AS SECTION LINE. WEST LINE EXISTING ASPHALT. SAWCUT THE EXISTING PAVEMENT OF THE NW 1/4 SEC. 5-6-68. A MINI" OF I FOOT BACK FROM THE EXISTING EDGE. OR AT SUCH LOCATION THAT SOUND PAVEMENT IS 2. EXISTING ELECTRIC BOX FOR FUTURE STREET LIGHTING. LOCATED. REMOVE PAVEMENT, TACK COAT EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. SAWCUT 3. EACH FL PROFILE HAS BEEN ASSIGNED AN ALPHABETICAL LINE SHALL NOT BE LOCATES WITHIN A VEHICLE'S TIRE DESIGNATOR FOR IDENTIFICATION (A. B. C. ETC.). MEDIAN PATH BUT RATHER ON A LANE LINE. PROFILES BEGIN WITH AN "M". CURVE DATA IS REPRESENTED CONTRACTOR TO COORDINATE WITH PRIVATE UTILITIES 6. WITH THE ALPHABETICAL DESIGNATOR PLUS A NUMBER. FOR RELOCATION OF THEIR EXISTING EOUIPMENT LOCATED 4. DETAIL DESIGN OF ENTRANCE DRIVES WITHIN HARMONY VILLAGE WITHIN THE PROPOSED ROADWAY. ARE REPRESENTED WITH THE PROPOSED HARMONY VILLAGE P.U-D. PLANS. STA 9 + 70 BEGIN FULL DEPTH RECONSTRUCTION t.D so U1.2 1 J ~I ~IJ H re In I O N I O 1 MI 1■ No Nt In + 1 N N1 0 � REMOVE EXISTING! ACCESS <" lot `\ (BY OTHERS) H '^ 1 NO i in I• 1 Ir I I CONCRETE CROSSWALK SEE DETAIL DWG. 47 (TYP t0 J 3 U VI Mlnl N J 0O W� =L N 0- H t w( N + 0 • At +N Q TK C w( OZ C Q `LJ < 1- N F V) 3 (SEE MEDIAN PLAN ao P N tL1 N 0�q ': 11 W In w) w to O + 'V m N + to + H N r Q O LLJ HO U) m UJ Q 49 Z_ LILT _ J LL J U a N 0 ICf S? - i J ~= Ot OI v oQ Qv �" too Go W Q" W m Q P W C)to P- O 5+ N + 9 1� I� Or m w GO In Q O < Q m + In 401 PROPOSED HARMONY 0. ` `�' V to ` In v VILLAGE ACCESS (SEE NOTE 5) REMOVE XING (rSEIDESWIT L y PROJECT LINE (SEE NOTE 1) 1-- SAWCUT /- (SEE NOTE 6) 5' CURB SIDEWALK CULVERT Al 500.00 33.15 16.58 33.14 N 4'04'2P' E 3'47'55" A2 500.00 51.79 25.92 51.77 N 3'00'16" E 5'56'05" A3 30.00 47.19 30.07 42.47 N 45'06'07" E 90'07'49" Ell 30.00 47.29 30.17 42.54 N 44' 43'08" W 3' 48 V" B2 500.00 33.30 16.66 33.29 N 1' 057' E 3 ' 48 ' B3 500.00 33-M 16.69 33.37 N 1'04'A" E 3'4929" B4 30.00 47.22 1 30.09 42.49 N 45' 31'49" E 90' KY46" DI 30.00 46.82 29.69 42.0 N 45-08'52" E 89-24'44" D2 500.00 33.32 16.67 33.31 N 1'04'44" E 3'49'06" D3 500.00 33.32 16.67 33.32 N 1'04'43" E 3'49'08" 4 30.00 43.89 27.91 %54 N 44' 28'I5" W 9' 49'U" MAI 1 3.50 5.57 3.58 5.00 N 40' 5'40" W 91'I '45" MBI 75.00 12.13 6.08 12.11 N 7'32'29" E 9'15'54" MB2 500.00 1 36.16 18.09 36.15 N 2'53'38" W 4'08'37" M63 500.00 36.09 18.05 36.08 N 2'5353" E 4'08'Or I14B4 75.00 12.13 6.08 12.11 N 7-32'29" W 9'15'54" MCI 50.00 15.43 7.78 15.37 N 8'5236" E 17'40'48" MC 2 3.50 4.38 2.53 4.10 N 53' 35 23" E 71 * 44'41" MDI 75.00 12.08 6.05 1 12.07 N 7'33 59 W 9'I3'42" MD2 500.00 36.16 18.09 36.15 N 2'S3'38" W 4'08'38" MD3 500.00 36.09 18.05 36.08 N 2-53'53" W 4'08'08" MD 4 75.00 12.08 6.05 12.07 N 1'3359" E 9'13'42" J tD J M Q f r Q p� 17 J CV J N J O COORDINATE RELOCATE OF Li t8, 00; �t Pcs�- w w ELECTRIC BOX AND to „ -w v "' rn m v w r TELEPHONE PEDESTAL (TYP) c -r + + t : t� + RELOCATE ELECTRIC (SEE NOTE 6) w v N o I t= i! n °-° r BOX (TYP) + O + to Cyy'III a + ` + + + (SEE NOTE 3) tc ~' to v Y In In In I y I y CO w H PROPOSED HARMONY "+' d °+° I o CL -EXISTING Row VILLAGE ACCESS H o o (SEE NOTE 5) a =, CL EXISTING R011rl DRIVEWAY TO BE w" Y \ REMOVED 10+00 U+00 D 12+0_ I RAISE TO GRADE - - RELOCATE TELEPHONE PEDESTAL�,F p n � B 11+00 -- ---- B 10+00 22 A 6 I 3 n 6' DRIVEWAY TO BE 7' 70 c ATCHLIN REMOVED SEE DWG 20 N TIMBERWOOD °C iO EXISTING ROW ►= DRIVE or- ~' IW RELOCATE ELECTRIC r CO N v too LJtI BOX (TYP) at F (SEE NOTE 2) +00 In cc In00 oo n 01 t01 N- w RELOCATE TELEPHONE In a to J w J Lal or CD BOX to +0 N + +N = �m + NC - In �. In N o + a + + Q + + N m In _ - - � a a _ a Q_ STA 9 + 70 y BEGIN FULL DEPTH \, RECONSTRUCTION - s TIMBERLINE ROAD PLAN VIEW MC 2+00 MC 3+00 MC 4+00 MC 5+00 MC 6+00 MA 2+00 to MA 3+00 MA 4+00 MA 5+00 MA 6+00 rn ri 4 1= 9 or Q O It tL1 I OQ Irf _w it . IO + N H N U MC 1+00 MA +00 Ome .. N �F +O O III ++ ± O Ovr a a a v �J H �JZw IDO - PR L) (SI MEDIAN PLAN TIMBERLINE ROAD TL+m _ = - - -=-8 m 16+00 17+00 ----18+00 i -I +- TI I � EXISTING STATE! HIGHWAY ROW SEE NOTE 3----, rrcurOSED ROW � EXISTING ROW in o in o p 12+00 3 MD � 1.2 t 7' or or J rn EXISTING ROW y + RELOCATE TELEPHON411 toQ-WPEDESTAL In 11 Or". J w ''� w RELOCATE EXISTING + t:t C+° c TRAFFIC EQUIPMENT or 1O Ih Leto (SEE DWG 42) ' b' e- a O 04 In Q .' N - Vf U 03 H LO (L = r1 ' rn In + + m to I - 1 Q - �-m 1 STA 19 + 00 END FULL DEPTH RECONSTRUCTION `-RELOCATE ELECTRIC BOXES (TYP) 19400 _.... -__tELOCATE TRAFFIC SIGNAL BOX ADJUST MH TO GRADE \ T- 30' R PT STA.18+81J5. ( 8.866RT.,EEND C&G EL.=4965.50 I Q r -O Z O cr LC STA 19 + 00 END FULL DEPTH RECONSTRUCTION O N In J f' LT O J P- a0 to J � Ot �w�p ~ � O Or JQ M ttt0p aDQ Q O OOr r1 � w J 0J W rn J J w W O-. 1` W O .. - - N tV In pp ..- LO tD to t0 N O + N In a0 M N 00 tD P- m r- to N - Q In H Ln Q to VI I- - N - - to - F 3 U U H MB 15+75.71= MD 14+00 MO 15+00 MD 15+75.80 2' R 3 12+00 MB 13+00 MB 14+00 wT5+00 MB to _"1 I.- m Jn �O�pp Q J i� CT OI Q 1L1 w �t�p0p in OI aD �t�p0p Or 11 Off J In II_ "� Q qr Y _: aD -I W N In to. M J P.-W to N �. re)/� LU N WIn In to So 06 In m 17 +o coW; 1+AN aD I- + + M+ -+ `+ Q N + n to F In F to �_ F to _ N in 10 to _ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 53"700 1DDENWVETR R0 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. SECTION LINE - PROJECT LINE STA. 18+82.13, EL.=4961 SCALE W=50' 50' 0' 50' 100, i o� 1Ou p. _ ¢¢WNOJ S■F;O dW� P K Z LLZV<W� ~JpOJ'A< P � F �7¢J� �aaLLZw aFE W ZW WNW ~W<mW< ti LLr wp a w ¢ J OV�22=cc < QNUWJ� - ;wWW f `WJ OW W¢ HNO O Vi ¢ OJZOZ -�T u '�¢WOUr< TULLrOVI WQ¢¢J ZOLLO�W �apnaaS ap<z'zp w wc) W � Z a U � a W W W Z w m o W W = w Z Lr a Q w Ln a II CL Lr F- i• a a o o N i z z r O o M M C - 1 v �� 0 L wd0 LL, z� P o 0 �r'••� J P y ON o O cr w �Z I-- U on J � Q N U O 0 Q Cr _= O a O U Lu J Q N QU(,)Z Z_ to - 0 2 � d LL U cl D�H� SIC LnQ a d = u- 0 PROJECT NO. 823-0. 01 DRAWINGy�� x F O ch Q O Ir W Z Ir W m I Z zg a �3 00 w Q �O Lr 2036 SBC-3 SIGN TO REMAIN KEEP OFF MEDIAN !. RELOCATE SIGN a SO4AL (RELOCATE SIGN R SIGNAL `EXISTING Row _ GAO�40 GAO �OqO X STA: 9+12TR V BEGIN 50:1 TRANSITION < ------------- 2' SHOULDE --------------------- -�-4 —+—f_ — \ i — 8' BIKE t------- -- —— — — — — — — — — ± — 1 ' 7HRU ----_-----_---- N -------------------— —_ 1THRU � a __ 12 THRU HARMONY ROAD THRU y I EXISTING EDGE OF PAVEMENT a '�fT„ - . • . a - — 12• THRU 4+60.59 R57.50 �� L — --�__ — 12'- THRI.I_ EXISTING ROW \ \ BEGIN 15: 1 TAPER a b — — — 1y �,L 364' TO CL OF = AC ULTIMATE ROW CEL- R R \ STA: 6+40.75 R69.50 8' BIKE �— END TAPER BIKE LANE � ----SYMBOLS (TYP.) 2. SIiOULDE SIGN TO REMAIN TURN LANE EXISTING EDGE ------------------, �- — — — — — — — — — — — SYMBOLS (TYP.) OF PAVEMENT I � � ,. PROPOSED EDGE �� rl OF PAVEMENT STA: 61.01 R69.50 T RIGHT UNE CURB RE MUST � TURN RIGHT RIGHT UNE G MUST � SIGN TO REMAIN TURN RIGHT SIGN TO REMAIN s RELOCATE SIGN SIGN TO REMAIN SIGN TO REMAIN SPEED RELOCATE SIGN EMERGENCY ' LIMIT t 50 PONLIYG R SIGN TO REMAM R 000 EXISTING ROW EXISTING EDGE STA: 3+8 L6 OF PAVEMENT \ END ANSITIOTIO N 2' SHOULDER PR�D 1•DUE" OF PAVEMENT — --- BIKE---- 12' THRU----------- 12' THRU' 12' TNR 13' LEFT TURN� —� 225' LEFT TAP—ER�tyt v x 12' THRU _ TF — 1— 12' THRU — — — — 2' TH 206' TAPER (9:1) ACCEL/lDECEL s 4 CL OF DRIVE 8' BIKE — — — — -Z-- CD r 2' SHOULDER j STA: 1D+57.20 R69.50 EXISTING EDGE a RB RETURN OF PAVEMENT • Q I � DO NOT m EN- ii SIGN TO REMAIN w � p i n .. - II r Ir s 0 -, o f w � J COLLINDALE r G0 E SIGN TO REMAIN II TIMBERLINE ROAD SIGN TO REMAIN OPOSED EDGES I STA: 14+30.78 F OF PAVEMENT BEGIN 01 TRAN SIGN TO REMAIN RIGHT LANE SIGNS TO REMAIN MUST SIGN TO REMAIN TURN RIGHT LEFT LANE (rC TIMBERLIWE (FACING WEST) MUST BIKEWAY DRIVE /� RIGHT I I I ' SI!OWMAN 0 IANE 1 I I WRONG EKES AND 1 EXISTING BUS (FACING EAST) Ii w I 1 1 STOP SIGN WAY PARKING I I AND BENCH TO ONLY BE RELOCATED I I I I I 7.22 EDGE OF EXISTING I PAVEMENT 18+08.34 76.35CURB TURN I — -- 8' BIKE 12' THRU —�12' THRU "E LANE — — — — — — — — — — — — — — SYMBOLS (TYP.) --'�TTNRU--------1 — 15+-DO— — -- 16+00 - 17+00 1M'.P 19+ .56346' DUAL LEFT 1HARMONY ROAD A: 18+18.69 R70.32 RB RETURN — — 12' DECEL �\ D 4' SHOULDER STA: 14+71. 8 R70.32 END TRANSITION TURN SYMBOLSN(TYP.) TIMBERLNE \ RIGHT A DRIVE PLATTE RIVER SIGN TO REMAIN POWER AUTHORITY 41111111111111111111111 SIGN TO REMAIN TURN RIGHT LANE BEGINS MUST 117 YIEL TO D TURN RIGHT RIGHT UNE MUST BIKES SIGN TO REMAIN 00 0 TURN RIGIR SIGN TO REMAIN SIGN TO REMAIN SIGN TO REMAIN ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING UNE 8' WIDE ® SOLID WHITE LANE LINE 4' WADE ® DASHED WHITE LANE LINE 4' WADE. 5' LONG WITH 5' GAP SOLID YELLOW LANE LINE 4- WIDE NOTm 1. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE. 2. SEE COVER SHEET FOR CDOT NOTES PERTAINING TO SIGNING R STRIPING. 3. THIS PLAN IS PRELIMINARY. 4. ALL LANE DIMENSIONS ARE EXCLUSIVE OF GUTTER PAN. 50 25 0 50 100 SCALE: 1" = 50' FOR INFORMATION ONLY o$��m Y1 LL) m r� z li P4 a Z H J K W 0 Z it w i ti �S0) 4W Z�N��<YS :b �m 0 rn Lo O CO GO O a aD I"- 0 coOOco Ci M C1.In 00. -� a o00 W U o +. CV R W �r--F�P4 W H Q O 0 Z Lo 0 \ CL J 11 coa 0 (V Lam J W m r O] M O to Q p z7 3 p U p 0 J v) a 0 L1J J WHp � �Z >- 0LL, 0 g v~i Z z EL J LLI Z J —3 -5 CL' Q �� —J 0 } Q .Q Z F— w 0 }ir �N ILL.( Q 0Q P: Q Q Z Z) SHEET 9 OF 13 JOB 140. REV. 9168.00 0 2r� I )NAL MANHIOLE R94G AND COVER B REOUIRED WHEN L-15' AND H>5'. o.e.3-1/2- A 409 409 t rN 3 Rode 5 RoM FoN m o.a8• In 10' In 15Curb ' w Inlet Ir11et 16' 30-430 W.7o StotOne 1-1/4-DIRECITON Point 'I.3 ~, OF FLOW, TRANSITION �LR B J TYPICAL PLAN VIEW J'C. INLET PAY LENGTH 16- TO f A�i- L=5_'� L=10'-0' L=15'-0' Cut or bald bone to Near Manhole. 4a9 901 I L=5' L=1C 15'- :1 Manhole S03 e� ' 40 -AIL H •or H Z 5' e O2• dr. 3- cir. 1 t O.C. I 3- dr. 1 �9• o.c. TYP _T 403 12- 407 401 �R>�til� a]■p ■ONE Itilm -- ----- - _ _ - REVISIONS- _ M-604-12 FILET BARRIER ATH A711• - L \ CURB FACE- 1 WHEN A TYPE R 5' 7R/11•SfT10N ♦- FOR A V-0• PAN SLOPE 5:1 10! INLET t5 USED WRIT MOUNTABLE CURB AND A GUTTER, 5- TRANSITION TRANSITION SHALL BE PAID SHALL BE RECLINED. 2'_0+ I 4'-4' FOR AS CURB AND GUTTER. ABLE CURB FACE mde of B[ Beam MOUNTABLE 1-1/2• r3 CURB AND GUTTER + ri-1/2' R- Currb or TRANSITION CURB 4- '* SLOPE --12:1 2- R, MEET SHAPE TT NORMAL BARRIER .T 3'. Each CURB AND CURER HERE. 501 TRANSITION 5-1/z- o.c. CURER I See Channel Layout on Sheet 2. Am -,jl B• -� 12• o.c. 1-1/2• 4' I N0.5 I _ _I 18" L Bar 1' Log 1B• Long Curb Fore -1 2• . 6' TYPICAL WALL 2-Sect Z B I B• 2' A T- around 3• CIT. 405 106 103 40f 40S 106 typical 8-o.c. x B-o.c. 8 o.c. x 6-o.c. 8-o.c. x 6•o.c. JI 11 a. SECTION A -A REGULAR INLET t6-TO STAPf. L=10 -0" L= 15'-0"_� e � d --� 903 302 �� �- 502 , sea A- - 502 8• I Corset nt - - 3 clr. N3 40S Constant L1in.0.5%slope 1L 9• a 407 8 H>5' 411 412 T Vo able 4010 I d I O I Alt 412d 405 2J�. J J 12- _ SECTION A -A INLET WITH DROP BOX H>5' TOOL JOINT ODNEll F CCLD _ _ .IOITr WEE MTL1w0 SPE TIONS-OETAI Ram. I. , ND.4) A e R.O.W. UE Cow Jaw, SA'now ELSE-� 2' -� -- A NOTE. r NDE ASPHALT ►Ato1 PLAN VIEW 1. ALL DRINEWAFS 70 HAW ACCESS RAM►% 2. SEE TAW DETA% Yme SLEET. DaMaIETE 10 PROPERTY LeE7WDW Fes- VARIES Nil t 4TETt FT. LBL r 3• -� 3' rmoc"m NINES 1•PE1P FT. MAx. r ASPHALT PATCH SECTION A -A ,r MK umm atmemm RAIMENT DESIGN REOARct A THCRER SECTION. HIGH VOLUME DRIVEWAY DETAIL VERTICAL CURB AND GUTTER 407 1- 11 4 _) 9• O.C. 8 { 2:1 2:1 I * DIAMETER ON 1-1/2• PIN» Spacer TEMPORARY HOLE FOR and 1 1/4' Lock Nut DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A B• MINIMUM 3• BELOW . S ft. BASE. THE HOLE A- SHALL BE PLUGGED Galv -L WITH CONCRETE BEFORE ACCEPTANCE OF THE 1-1 • I . x 24- INLET. 1-1 Steel Rod 2•-6' o.c. 10- Ert,bedmaH 1/4 3- x 3• x 3/8' Plate •CURB FACE ASSEMBLY, PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE O.C. (DOTTED BARS ARE IN SECTION d-d) SECTIONS c-c & d-d 3/4 INTERSECTION DETAIL 1 it = 10' `F{ _ Ii I G U R U m� SAWCUT LINES _ < Slope 2X to Gutter 409 8• O.C. I. , i I INLET STEPS REO'D. d 2• dr. FOR AI,L ---7.3 503 H< 3 -6 5-1/2• o.c. axe _,3• dr. 73 16- Max. �e � � T11�o.a 407 9 o.e. -402 401 11' o.e. -I 1 T' o.C.� 1 �406 405 L-3• CIT. 6• o.c. 6• o.c. SECTION B-B TYPICAL END VIEW NOTE: MANHOLE RING 3 COVER, STATION PONT AND OUTFLOW PIPE SHALL BE LOCATED AT THE SAME END OF THE INLET. COLORADO DEPARTMENT OF TRANSPORTATION CURB INLET TYPE R ISSUED By STANDARD PLAN NO. STAFF DESIGN BRANCH M-604-12 DATES NOV.1,1992 SHEET 1 OF 2 c .ovvvnnvc MIN. R VALUE=25 PAVEMENT SECTION N.T.S. NOTE - FINAL PAVEMENT DESIGN SHALL BE DETERMINED DURING CONSTRUCTION. TABLE ONE BAR LIST FOR CI1RR INI FTC TVPC "P'1 MARK BAR SIZE O.C. SPACING TYPE ALL INLETS INLETS, H < 5- • INLETS, H j S' L= - 5' 10' 15' f0' 15' NO.REO'D. LE NO.REO'D. LENGTH NO.REO'D. LENGTH NO.REO'D. LENGTH NO.REO'D. IENCTH 401 11 II 15 * 21 * 26 * 11 * 11 402 11• n 7 * 13 * 18 * 7 * 7 {OJ 9- D * 4'-0• * 4'-0• * 4'-0• * 4'-0• ; 4'-0• NOS 406 107 1/2 8• 6- 9- W VID II 11 7 * 6'-10 8•-10 510' 21 7 6'-10• 13' 10- 10• 31 7 ■ 6. 10• 16'-10- 15�10- 11 7 * 6'-10• 8'-10• 5'-10• 11 7 • 6•-10- 8' 10• 5 10- 408 12• II 3 6'-0• 3 11'-0• 3 16' 0• 3 11'-0• 3 409 8' II B Y-10 8 10'-10• 8 15-10• 6 10'-10• 6 15'-10- 410 11• VII 3 * 3 * 411 412 11• 11• II II 3 5'-2- 3 413 9" D 7 10'-10- 7 15'-ITT 0- 501 5-1 2- IV 11 3'-4- 22 3'-4• 33 3'- 4' 22 3'-4• 33 3'-4- 302 5-1 2' QI 11 1V-5• 17 1V-5' 503 5-1 2• n 5 3'-6• 16 3'-6- 27 3'-6• 6 3'-6- 6 3'-6- 504 5-1 2• IX _ 5 8'-4- 501 3 4• 2-1/2' V 2 8'-10 2 8'-10' 2 8-10 2 B'-10- B'-10- 4 W-10- Tb8[8.5 1 5'-10 1 101-10" 1 15'_10- 1 f0'-10• 1 15'-10- 2 BARS. 1 ROD _ 4 BARS. 3 RODS 8 BARS, 5 RODS 4 OARS. J RODS 8 BARS, 5 ROpS - -. Z M-604-12 i i FtOC W >- w 0 Z -I )r � a 6 ® a GENERAL NOTES W R W ALL OOMCIER SMALL E CLAW A OR 9, COICE7E W K WALLS SHALL E FOAMED ON SUN SIDES AND SHALL K rI1RM NT INLET STEPS SHALL E IN ACCOWAHM WIN AASTO M in. I wwoEXPOSED CURB FACE ASSEMBLY SHALL E GALMIITZED AFTER WELDING, W m U CONCRETE CORNERS FINISHEDro SHALLBE 111E Da5TNGCHAWFDRED 3/CWB Me ND CORNERS THE 17AN� F L� 0 Z O (BE RF.MFORCNG BARS SHALL BEDEPOMED AND !ALL HATE A r MINIMUM CLEARANCE. U U � O ,L F c DIMENSIONS AND Womm or rfiNI L MMINCLE RMG AID OOMM ARE Il0•wA1L J J d < = W a < 0, 1 N W17TaAL FOR HAIOHOIE W= AND ODYM SHALL E MW OR 011CT1i G,67 INd CONFORIOPG TO 712.06. F w 5 SHCE PIPE ENTRIES INTO THE LIFT ML WARAEF IIHIE DIMENSIONS SHOWN AW TYPICAL AC DIMENSIONS MID QUANTITIES FOR CONCRETE AND REINFORCEMENT Z) -K Or Epp J w SHALL E AS REOINRED N THE WORK QUANTITIES NCWDE MOUAIES OCCUPIED BY STRUCTURAL STEEL SHALL E O,LwNRM AND SNALL COWOe1 To THE IlEOUpWMETS OF 712.06. co 8> t FEnQi 3 s% W 4 • odCVQ!" F71 tr �60)tp � Ora HOLE q* 0 ,Y tY 1/4 r O 1 �MCLUDE 16• NO. ♦ I3AR5 (SEE CIARI+EL UYCL1T DETAIL). REGULAR DROP Box w � CHANNEL LAYOUTMCURB FACE ASSEMBLY SS ON THIS SHEET. SHEET I AND INLETS INLETS MR V INLET 3-3� U W r TABLE TWO 3s 3s ONE 1-,/r ME as r• g m W BARS AND QUANTITIES VARIABLE WITH "H" 5.-1 TYPICAL sEcnoN .N• LENGTH NOTE: FOR L=3', L=10' AT HOLE L=S' L=10' L=15' AND L=15' 401 402 410 3 40 ' W STEEL REGULAR IN 2I• 24. 24• 24- 7r POW MIX 9NR4 O 3 r0 2 -8 V- 7 285 4 7 7 4 7 TOTAL QUANTITIES NEEDED , 3'-6 3'-2• 2'-2• 10 7 e" 3.4 305 5.7 529 7.9 747 ARE OUTSIDE OF THE 4•�O 3 -8• 2'-8• 12 9 3.7 326 6.0 559 8.4 886 HEAVY BLACK LINE.at a FOR 1r INLET ) Ln 4'-8 4'-2- J'-2- 12 9 3.9 334 6.4 571 B.8 803 DROP BOX INLETS: O TOTAL Ol1ANTTTlfS NEEDED �• ]6- JO- 30--AL-- iMl[E 1-t/r LIMES DD 5'�0 4 -8 3'-8- 14 11 4 1 354 6 7 60 5'-6 0 5'-2- 4'-2• 3'-5• 1 13 15 6 4.4 375 6.0 2 807 9.3 7.4 844 850 6'�0 5'-8• 4'-B• 3'-11 16 13 16 6 4.6 382 6.2 616 7.6 860 6'-6 6'-2• 5•-2• 4'-5- 18 15 18 8 4.8 402 6.4 637 7.8 8B0 T�0 6'-8" 5'-8• 1'-11 -5•-5• 20 17 19 10 Ko 423 6.6 654 80 a97 6'-2 - _5 -_11 20 17 20 10 5.3 430 6.9 664 8.3 907 B'-8 22 79 22 12 5.5 451 7.1 884 8.5 927 8'-6 8 -2 7'-2- T-8• _8 6'-5• 6'-11 24 24 21 21 23 24 14 14 5.7 6.D 471 a79 7.3 7.6 702 711 8.7 9.0 944 954 9 -6 i'-2 2 7'-5• 28 2J 26 16 6.2 499 7.8 132 9.2 974 tUv-0 9'-8" 8'-8" T-11 28 25 27 18 6.4 520 9.0 740 9.4 992 10'-8• 0'-2 9'-2• B'-5• 28 1 25 11 28 18 6.7 527 8.3 759 9.7 TOOT ❑❑ �]o00 31100 T1711❑0❑^ �L JL J = �� II \ J L. 1� I---23-7/8•_, ,• TYPICAL MANHOLE COVER 3F THE 24- I/a1. ARE INSIDE t0'-10- CA O HEAVY BUCK LINE. --j 1• �/t - '0 �i� IY 2r 2r 2Y :{• 2r 2r 2r 77' EIGHT NOA BARS a CO LO �. 14- 4• , , 4- 4' O CD OD -� •� y ^ OLD CA • FOR 15' INLET APA'1•�4. 0 O TYPICAL MANHOLE RING 30' 30' 30- 3r 30' 36 FIVE ,-,/2 HOLES W n� STEEL WEIGHTS DO NOT ,s'-, o� •a• <I• INCLUDE STRUCTURAL ^^ STEEL wEIOtrts: COVER - 125 USE. CHANNEL LAYOUT DETAILS O O RING - 135 IBS. • Fw-1^ O Z- LI- 8 -1 30 27 30 TOTAL - 260 LOS. LO �..-. 120 547 1022 6.9 8.5 779 9.9 CD O w TYPE H TYPE ID TYPE IV TYPE V TYPE VI TYPE VH TYPE VM 41- I e 601 � 405 r � 406 LENCM 31 • 502 501 •y 1• '� LI 20- �� 2, LL410 I_YAME6-J BAR BENDING DIAGRAMS (Dimensions are out -to -out of bar) Arterial / Collector with 6• Vertical Curb (D-11) Pc n r Orr • • . E, • . ' ' • 1•AIE3 MIN. T� rn VYEI t/r I.w r Hw "' "' w L r cwe.. 4' w i NOTES If r I. AeNRe Ny7 w M,w•A eWRe4 Tel 4 %,NNN rN or N. m1(n• , IMF••" - w.P r r w w•r. '!'d MJ M •we•• w >i C O Mt�•wese1. > ue.4 v-uw M w n e,r N- pP wM wM ae.Mr WIN r )revue Nwr eM • nMriwn M Y 1s w.A M aMenM4 ... aA,w a wr,w E.'�E•u,.w""' 1 TIwAMN•y w• % M e Pwpw b •wa > �Iw MA ✓r 1/, M bW 1se4x ).AAA • HnN-, w ,wL. w Mew. 00 =w�•l+w�r..r N w A,•R,e i lHA Mr NP• 4M M tlr Am • •.AIM � Awn A•rn w M�!• -� s NNP,•rnen wwwM• eN,rNa A 4 •NNAr a awe PM4vn w M se•sAeq %'•.� ew,. D-r O*NA o-1e e,P 0-17) a. w eMw•rr 1, w Y 7. A• * 1wM Y n N&" w WIN. wr4M a aF w4HnMRrx aAewarawnn A. r...+w wrr .rw O ewr► s Mw, R nelY R M Y 1wt R M� n to. M MNsit eA w1 Md.. IT I AMEn -I! T -1 I� PLAN MEW SECTION A -A I I r PZDZ9"VM RAW erEAM P)H NF;R' !'ON:�THI H71ON aS AND 1117'VN,UION'� D-12. f CRYENGINIEERM DEPARTMENT NEW ASPHALT PATCH SAW CUT STAMPED, COLORED CONCRETE OR CITY APPROVED EQUAL r-r . TN.Pr TrE NY► A nTN,P,W owi r-r rwN� Ae1a ale ReRNA AW e,•RNWA Fwra. NMN . >n. a M• FWL W s•r„W eeH NOr�tN e.m N�•IN a rwae NK w ••x (3G NMI.) ,.-.x CONCRETE JOINT FASTENER P CP AASHm YMFOR ACTUALwas 4) SECTION F-F END VIEW-0-4 'M SECTION F-F END VIEW END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PPE GENERAL NOTES ,. ENSEO marl wear -/a 2 CONCRETE END SECTIONS ME 10 E FURNISHED WITH TONGUE ON G OOW As REQUIRED. 1 Dom CONFIGURATION AND JOINT OF mNNQ[i[ END 3ECTLN AND PPE SNAIL MAT { CONCRETE PPE JOLT FASRNaty WOE WIOIMN ON PLAN; S., LL E INSTALLED ea TAT A MINIMUM OF 15 LeEAN rEET or THE OTLET END of THE PPE ARE LEUANIC y LOOKED TOETPTL DO SECTION LENGTH% WHEN LI,SM WILL E NOIgED N THE 1e LF. 1110 HT. ia� NwNH WIIdIMgMl�ti FiWMat�t� kf1R3l. NkiHM �� gkl�lk�i��11�q 1L gt1>�I�WMgi��t END SECTION FOR REINFORCED CONCRETE ARCH PPE CONCRETE END SECTIONS CITY OF FORT COULNS, COLORADO INOImSEO SERVICU UST APPROVm NY. DATE SMOOTH, COLORED CONCRETE WITH STANDARD CROSSWALK STRIPING OR CITY APPROVED EQUAL STAMPED, COLORED CONCRETE OR CITY APPROVED EQUAL NOTES. 2 1 1. COLORED CONCRETE SHALL BE DAVIS OMAHA TAN. 2. PATTERN FOR STAMPED CONCRETE SAW CUT SHALL BE HERRINGBONE USED BRICK. EDGE 3. MINIMUM CONCRETE THICKNESS SHALL BE 8" OR DEPTH STATED IN PAVEMENT DESIGN REPORT WHICH EVER IS GREATER. ENHANCED CROSSWALK NOT TO SCALE 504 COLORADO C DEPARTMENT OF TRANSPORTATIONi CURB INLET TYPE R ISSUM STAFF DESIGN By STANDARD PLAN NO. M-604-12 DATE: NOV.1,1992 SHEET 2 OF 2 0, Nr o O DO Q er oxs e 4710 »� yy �r- Imr DRIVE -OVER rURa. GUTTER AND SIDEWALK N.T.S. NOTE. W. e+ wpw • . n R rr w , IN, I •wN.e„ew• , 4 wa meW w eA 1/r 11 1/r RiN• ,1•Pesi Y ewI - lie b fa R 1/r '� rR •, -��r VERTICAL 6 INCH CURBGUTTER AND SIDEWALK N.T.S. E4a of 9x/e•• • 31r MA. 1Ir r I Note Joint MNoX be at thickness of concrete InItIoNy. r--1 DUMMY JOINT FOR WALKS 1' OUTFAL rllaa AND rrlTTro 2' OUTFALL CURB CL�RBAND�R N.T.S. N.T.S. -N.T.S. CURB AND GUTTER DETAR_S CITY OF FORT COLLINS, COLORADO REVISED 6-10-72 ENGINEERING DIVISION 11-e6 4-M 0 Z O o 1n F- Z p CV LLJ m DO CO J U 0 V)YLAJ 3Z � U p O L` U Z - -I W LLI 00 z Z a. J _ S J Q F- J J p City of Fort Collins, Colorado UTILITY PLAN APPROVAL p >'--Uj U PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: Kja♦rr� S City Enginier ate O CHECKED BY: 1t% } Q LL_ Water h Wastewater Ut ity D e Z _ � - CHECKED BY: Q Stormwater Utility .. Date Q CHECKED BY: _ Parks k Recreation Dote CHECKED BY: SHEET Traffic Engineer Dote CHECKED BY: JOB NO. EV. FOR AND ON BEHALF OF Jt E1adIIEtiN1G Date 9168.00 0 7 'va's ■ 10 0 a O ■ ADDITIONAL MANHOLE RING AND COVER 87 REQUIRED WHEN L=15''AND HI>5'. -6'-$ 11' 4�1 " REVISIONS M-604-12 I' BARRIER r1r-- r r.r: _..._.. - - .21 INLET CURB FACE s L-5 -0 s. %:D o.05-1WHEN A TYPE RT10N ♦- FORA 1'-0' PAN SLOPE 6:1 li409 INLET IS USED WITHMOUNTABLE CURB AND A P 409 503 A GUTTER, 5' TRANSITION ol L601 5031SHALL BE REQUIRED. 2'-� 4'-4- J TRANSITION SHALL BE MOUNTABLE 3 FOR AS CURB AND GUCURB FACE 5 Rods Ends of 8[ Beam MOUNTABLE 1-1/2' Slope 2% to Gutter Face rtf o.c.8" In 15' 3" clr CURB AND GUTTER + r-1/2" R- rInlet Face of Curb TRANSITION CURB a- # �I �SLOP�E 12:1 ' - - 18' - 30' 3D" W. -�� MEET SHAPE OF NORMAL BARRIER I6" - 7o Station - 3", Each en CURB AND GUTTER HERE. Point One 1-1/4" DIRECTION in 5' Inlet OF FLOW 501 5-11/2' o.c. TRANSITION TRANSITION GUTTER � TYPICAL PLAN VIEW GUTTER See Channel Layout on Sheet 2. 40eFIK B 9" 12" o.c. 3' INLET PAY LENGTH 3' 1_1/2. a" 8[8.5 No.15 Bar 18• TO 1' Leg 7 18' Long r L=$'-0__�� L-10"-0" L-1$'-0" us withThd% - -II -1I 3• Curb Face 3-1 2• 8• TYPICAL WALL - �Cut or bend bare to clear Manhole. I e 2-Sect.IIB 8. 409 601 S03 409 407 - Manhole - - -503 409 - - - 503 409 8" 40 403 403 403 1 4 ;1 9" O.C. 6" 1 4 601 2:1 I 40' 02' clr. 3" clr. 401 �71 401 2:1 I A 2" DIAMETER 11' o.c.�I 401 ON 1-1/2" Pipe Spacer TEMPORARY HOLE FOR L=$'^All H and 1 1/4" Lock Nut DRAINAGE SHALL BE L=10'Or 3' clr. 1 H 5 PLACED AT SUBGRADE ELEVATION OR A 1$'••• H < $' �9" O.C. TYP 225 o.c. 40 g• ROAD BASE. 3" BELOHE W T 4• SHALL BE PLUGGED e WITH CONCRETE BEFORE ACCE407 403 403 403 I - 1-1/4• die. x 24' INLET. PTANCE OF THE 103 101 Galy. Steel Rod 12' `• - 2" All 10" Embedment s 2'-6' o.c. T around ,/a 3" clr. 405 406 405 406 40S 406 typical 6"o.c. x 6"o.c. 6 o c. x 6"o.c. 6"o.c. x 6"o.c. 3" z 3' x 3/8• Plate SECTION A -A REGULAR INLET CURB FACE ASSEMBLY, PLACE ENTIRE ASSEMBLY BEFORE 18' TO L=10'-01 L=15•_O STAPOURING CONCRETE 8" TO. C� dt C� d-1 sot � 501- 503 502 �- 502 504 409 T 8= 9 so>\ - Constant " 3" clr. 41 403 1 - _ 1 Constant Min.0.5xSlope 9" O.C.407 8' H>5' 411 412 T Variable 403 `410 10� d C 411 412d 1', 40s 2" clr. 12' 406 SECTION A -A INLET WITH DROP BOX H>5' TOOL JOINT DOWELL OF GOLD J01NT (SEE PATCHING SPEOFkA IONS-DEWL NO. 4) A R.O.W. LWE� rd R.O.W. LAZE . CONTROL JOINS 4' (TYP) ' I 8• .�. �- 2' A NOTE: 2' WIDE ASPHALT PATCH PLAN VIEW 1. ALL DRIVEWAYS 10 MuyE ACCESS RAMPS. 2. SEE RAMP DETAIL THIS SHEET. CONCRETE TO PROPERTY uNE/ROW 1IVARIES 1 4PER Fi. M1p. -- 3' 3' d 1HICKNE55 VARIES 77ER FT. MAX. 2' ASPHALT PATCH SECTION A -A .A• MINUNLESS CONCRETE PAVEMENT DESIGN REWIRES A THICKER SECTION. HIGH VOLUME DRIVEWAY DETAIL VERTICAL CURB AND GUTTER (tea CONCRETE � 00 601 10+6�� I I O.C. (DOTTED BARS ARE IN SECTION d-d) SECTIONS c-c & d-d 2• clr / 7•f 503 5-1/2" o.c.� �3' Or. 75 clr.-� .-- 8" Wing Floor -T- 101- - 402 11' 11 o.c. 401 o.0 IT --406 405 `-3" clr. 6' O.C. 6" O.C. SECTION B-B TYPICAL END VIEW NOTE: MANHOLE RING & COVER, STATION POINT AND OUTFLOW PIPE SHALL BE LOCATED AT THE SAME END OF THE INLET. STEPS I LL -6" I 16" Max. 2' AII around COLORADO DEPARTMENT OF TRANSPORTATION' CURB INLET TYPE R ISSUED BY STANDARD PLAN NO. STAFF DESIGN BRANCH M-604-12 DATE: NOV.1,1992 SHEET 1 OF 2 U ao (n SAWCUT LINES a ,• _„___„ 3/4 INTERSECTION DETAIL 1" = 10' OF GUTTER (TYP.) 2' SPILL CURB MIN. R VALUE=25 PAVEMENT SECTION N.T.S. FINAL PAVEMENT DESIGN SHALL BE DETERMINED DURING CONSTRUCTION. �Q1 v1�j 6�g1<RV I CROWN TO 10+75 RT 0�O 66.00(R�i TRANSITION TO CONCRETE BACK OF INLET BOX IN CURB i�a? 63 N I 0�V \ --�_�+ Neu �S \ 1' SPILL CURB IS LSO, Fo0 -�11+00 - D \ 2' CATCH CURB I I I Kiss FLOWLINE 1 TABLE ONE - BAR LIST FOR CURB INLETS, TYPE "R" MARK BAR SIZE O.C. SPACING TEE ALL INLETS INLETS, H < 5' INLETS, H > 5' L= - 5' to' 15' 10' 11 15' NO.REWD. LENGT NO.REO'D. LENGTH NO.REO'D. LENGTH NO.REQ'D. LENGTH NO.REQ'D. LENGTH 401 11 II 15 * 21 * 26 * 11 * 11 402 11" IT 7 * 13 * 16 * 7 * 7 403 9" II * 4'-0" * 4'-0' * 4'-0' * 4'-0. * 4'-0" 405 6" VI 11 W-10" 21 6'-10" 31 6'-10" 11 W-10" 11 V-10" 406 6' VIlI 7 W-10" 7 13'-10" 7 18'-10" 7 W-10" 7 W-10" 407 1/2" 9" II * 5'-10" * 10'-10" * 15'-10" * 5'-10" * 5'-10" 408 12" II 3 6'-0" 3 IV-0, 3 16,-0" 3 1 V-O" 3 16'-0" 409 B. IT 6 5'-10" 6 10'-10" 6 15'-10" 6 10'-10" 6 15'-10" 410 11" VII 1 3 * 3 411 11' IT 3 5'-2" 3 10'-2" 412 11" II 3 2' 9' 3 2'-9' 413 9' II 7 10'-10" 1 7 1 15'-10. 501 5-1/2' IV 11 3'-4' 22 S-4' 33 Y-4' 22 S-4' 33 3'-4" 502 5-1/2- DI 11 11'-5" 17 1V-5" 503 5-1/2" IT 5 3'-6" 16 S-6- 27 Y-6" 6 S-6- 6 S-6' 504 601 3/4" 2-1/2- V 2 W-10" 2 8'-10' 2 W-10" 2 B'-10' 4 W-10' 08[8.5 1 5'-10" 1 10'-10" 1 15'-10" 1 10'-1 a" 11 1 15,-10" 2 BARS, 1 ROD 4 BARS, 3 RODS 8 BARS, 5 RODS 4 BARS, 3 RODS 8 BARS, 5 RODS _ * VARIABLE, REFER TO TABLE TWO. L v + I 0INCLUDE 18- NO. 4 BARS (SEE CHANNEL LAYOUT DETAIL). REGULAR SEE CURB FACE ASSEMBLY ON SHEET , AND INLETS AND CHANNEL LAYOUT DETAILS ON THIS SHEET. DROP BOX INLETS TABLE TWO - BARS AND QUANTITIES VARIABLE WITH "H" NOTE: FOR L=5', L=10• AND L=15' "H" LENGTH L=5' L=10' L=15' REGULAR P X 401 402 410 STEELSTEE LE STEEL REGULAR INLETS: TOTAL QUANTITIES NEEDED ARE OUTSIDE OF THE HEAVY BLACK LINE. DROP lT0% INLETS: TOTAL QUANTITIES NEEDED ARE INSIDE OF THE HEAVY BLACK LINE. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL 403 407 403 407 -8 1'-8" 7 3.2 285 5.3 497 7.4 706 S-6" S- 2" 2'-2" 10 7 3.4 305 5.7 528 7.9 747 4"-0 S-8- 2'-8- 12 9 3.7'� 326 6.0 559 8.4 7g6 4'-6" 4'-2" S-2" 12 9 3.9 334 6.4 571 8.8 803 5'-0" 4'-B" 3'-8- 14 11 4.1 354 6.7 602 9.3 844 V-6" 5"-2' 4'-2" S-5' 1 13 15 6 4.4 375 6.0 607 7.4 850 6'-0" 5' 8" 4' B" 3' 11" 16 13 16 6 4.6 382 6.2 616 7.6 860 6'-6 6' 2" 5' 2" 4' 5" 18 15 18 8 4.8 402C4)377 Z. 880 7'-0- 6' B" 5' 8" 4'-11- 20 17 19 10 5.0 4234 8.0 897 7'-6" 7' 2' 6'-2" 5 -5" 20 17 20 10 5.3 4304 8.3 907 8'-0 7'-B- 6'-8- 5'-11- 22 19 22 12 5.5 45184 B.5 927 W-6" 8'-2' 7'-2" 6'-5- 24 21 23 14 2 8.7 944 9-0 6-B 7'-B" W-11" 24 21 24 14 11 9.0 954 9'-6 9'-2" 8'-2" 7'-5" 26 23 26 16 32 9.2 974 STEEL 10' -0" 9'-B" 8'-8" T-11" 2B 25 27 18 [t47 49 9.4 992 10' -6" 10'-2 9'-2" 8'-5" 28 25 28 18 591001 11'-0" 10'-8 9'-8" 8'-11' 30 27 30 2079. 1022 I CHECKERED TOP DESIGN �71❑❑ / r J❑❑❑❑❑❑❑ / 1 1❑❑❑❑❑ / I I I�OOOOF-t / I - J ` - - - / \� \ J I, / REVISIONS M-604-12 GENERAL NOTES ALL CONCRETE S kU. BE CLASS A OR B. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND S1W1 BE & THICK. INLET STEPS SHALL BE IN ACCORDANCE WITH MSH1D M 199. CURB FACE EXPOSED CONCRETELY SHALL CORNERSB�VB GALVANIZED AFTER 3/4. C� � �R CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND THE TRANSITION GUTTER. REINFORCING BARS SHAL BE DEFORMED AND SHW1 INVE A Y 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.G8. SINGE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY Z Z w z o w w Q aL w _i p Of Z m W a z O p < V) H ~ z Un W FA Q m U LJ p - p W W V) Z > U' > W O x o o O Q U � 0 � o- N N a Z a K J 4 w < LL O F w S pQ W Z Of LJ F 7 O Q J Q PIPES. 1 +" STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL CONFORM TO THE REQUIREMENTS OF 712.08. I � &Qpc 23-7/8' 1' Z FS cwi a= O O/�� !!! �j Q a . ,.-. ,,.. 1 UOQo) i awe 144 �4 (-y' �Z��ui o-NC)2 j TYPICAL MANHOLE COVER 7-3/`" zv Nti 50 te' III y ul FOV/�uM +-+/z' 5K y DO F Ln �d w HOLE 23' 2{' 2J' TWO N0.4 Ly�WJ + Z F O 6MV DO BARS 12' lY '/4 B' Z 'T, Y W W O 4" N W zj w • FOR 5' INLET J-S/B. U U �¢¢ 9 B(8.5 m 4� O 35' 35" ONE 1-1/2' HOLE TYPICAL SECTION 5'-10" AT HOLE I 0 29' 24' 24' 24' 29' FOUR NOA BARS tY t2• B. B. C\2 • • FOR 10' INLET � U J 30" I• 35"-H- 30"-1- 30' �- 35' THREE 1-1/2' HOLES CD 3" 24-1/8. 1I' t0'-t0' O ' 17" 22" 22" 22' 24" 22' tY A,�� '0 75 Cd CO d' 22' 22' LIGMR N0.4 BARS �t•LAJ iM O CO CO 4• r • . • . e FOR 15' INLET ^ TYPICAL MANHOLE RING _.. 35"-+-30--I-30't-1- -L 30'�35' FIVE 1-1/2" HOLES a� M M o � . �+ WEIGHTS: COVER - 125 LBS. CHANNEL LAYOUT DETAILS 0. 0 CD CD •bb W RING = 135 LBS. vv TOTAL = 260 LBS. �„1 O� COLORADO DEPARTMENT OF TRANSPORTATION TYPE II TYPE III TYPE IV TYPE V TYPE VI TYPE VII TYPE VIII - 4,' LENGTH 31' SO2 �• y J. ��P\ ARIES� 4' O 2' S01 BAR BENDING DIAGRAMS ti (Dimensions are Out -to -Out of bar) Arterial / Collector with 6" Vertical Curb (D-11) PC R 2' Odered OWAO•VAAHES 2' .�• Mh/SA om• er•a, ` •� 4W � vAWAs Dow ft. 4• M. \ -5 t 0 C <II- Y I v� I- vueFs -i NOTES 1. RarT IVMha Mdf M flan>6b aaaM M61 4 U6/vet: ,ad Da No. 1117 (no Red) pigrowt or o,worwd Baud. Dae. 0. aeala°t or apprewd .Poor .HMI M oWW on ail colored a ..bf Nxfacr. 2. cdorwd pa.thn of the Tanp .hat M Poured •.Porately am mooned Into mport aan�..1th o mhtm.n of 5 -way .paw. to tue N de."mm bow Into a Ind,.. mnlmum. 3. Trm.alons an to be .and p.,ps,daAor to Ita wl dbectbn Nth ela 1/4 Ind, dw toiled lobby 6 Inchr m rotor 4. No )WHe s. IIeead In the IIew1Ina Sk hdi MY ae or tummy Aolnt' moy be terlm no does then 6 beer torn flowlhe a. M.. a. MInhnum emc"t. fhhNew M 6 halm. 6. Jdnt paean to M .maaIn6 to 'Inta..ctbW auw Dolor (Dotal D-15 and D-17) or r dot mlw by tM Oty Erx, s . 7. S•nim wood flew MM M requtwd our rtM vincw w ramp and tnr~. ILA e h& e*b axb maY M peuM w e1• bad, w U,. rang M Mown a required. N art I. urd I shill mood, the Mob am Putts etyv of adpcant a e,d Ww. W 4• • 1/4 Alt 1•/N 1/4• Ym�6• 6 �{ �- e� N.T.S. PZDF977UAN RAW DETAIL r Ni 6 TInN uT1r .IIION' D-716 CRY OF FORT COLONS. COLORADO ENGINFERERIG pEpAR�MFIJF APt"" Tf?T NEW ASPHALT PATCH SAW CUT EDGE, STAMPED, COLORED CONCRETE OR CITY APPROVED EQUAL "NHHH-11 kiA3�CiFJM!^i r L1A L_x SECTION X-X END VIEW END SECTION FOR REINFORCED CONCRFTE CIRCULAR PIPE IF F PLAN r-r : uq� Tnc Nwltbm eau S r-Y r�Y Y Y r AMID, "YIa1 6OD Ana AI• M6le. AMID, ASHY A ]III. Id W6 !WL E CML erm a•. -TAR !Mr pA.rt r f..11om ew.w_ CONCRETE JOINT FASTENER P 1r SEE FTaNAE 1 L1, OF AASHTO M 106 FOR AC SIZES PLAN ~a A"` t7�a eE I a� !M A SECTION F-F END VIEW I-°-1 !"'- END VIEW 1 SECTION F-F rlG•.'. i14 . ,. N e4 e•�."111111��.=r ���Ilt�Wb�klt !?iWk7ilsf•IfkIfHM END SECTION FOR REINFORCED -- CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED (GENERAL NOTES CONCRETE ARCH PIPE 1. REVISED CDOH M-603-10. 2. CONS END SECTIONS ARE To 9E FURNISHED CONCRETE END SECTIONS WTH TONGUE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE CITY OF FORT COLLINS, COLORADO END SECTON AND PIPE SHALL MATCH. ENGINIFIERINS BERVIM (MT 14. CONCRETE PIPE JOINT FASTFNEIM WHERE APPROVED SY• SHOWN ON PLAN$ SHALL W INSTALLED SO THAT A MINIMUM OF 15 UWAR FEET OF THE CUTLET DATE END OF THE PIPE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGTHS, WHEN USED, F1EVe"M WILL BE NCWI.-F.ENT. DED IN THE 15 REQINREM D-15 SMOOTH, COLORED CONCRETE WITH STANDARD CROSSWALK STRIPING OR CITY APPROVED EQUAL STAMPED, COLORED CONCRETE OR CITY APPROVED EQUAL NOTES: 1. COLORED CONCRETE SHALL BE DAVIS OMAHA TAN. 2. PATTERN FOR STAMPED CONCRETE SAW CUT SHALL BE HERRINGBONE USED BRICK. EDGE 3. MINIMUM CONCRETE THICKNESS SHALL BE 8" OR DEPTH STATED IN PAVEMENT DESIGN REPORT WHICH EVER IS GREATER. ENHANCED CROSSWALK NOT TO SCALE \� - DRAWINGS OF RECORD 02/25/02 TYPE R INLET 496�:� PROPOSED GROUND PER APPROVED PLANS NOTE: TBC ELEV - 66.03 2' CATCH CURB 4968.31(RD) RECORD DRAWING ELEVATION DIMENSIONS AND LOCATIONS SHOWN ON THIS PLAN ARE FROM APPROVED PLANS OR AS PROVIDED BY CONTRACTOR. RECORD DRAWING INFORMATION CURB INLET TYPE R ISSUED BY STANDARD PLAN NO. STAFF DESIGN BRANCH M-604-12 DATE DATE: NOV.1 ,1992 SHEET 2 OF 2 w to Ui it* of Cab ! Wtt \ yy ir _ •� (1.»-`c .42') ( is, n ° 6 \ ar•I \\ I'V Is' ar (1.f10') (sod DRIVE -OVER CURB, GUTTER AND SIDEWALK N.T.S. NOTE Wore wait ad)o10 a are, it rMl M Mh conetraNed 1 4 hail mete the art. 1/2- '� I So" .161 to arb - t/4- to 1/Y PA, R. 1/2' R T Y Y R 1 14- ." JJ 6 + r, VERTICAL 6 INCH CURB, GUTTER AND SIDEWALK N.T.S. Ed9. of Surf" 1/A' R ' 1 1/2' R' 4 1/2- { 1 1/2- R'/Y I_ 1/2" ° •- �. • 3/4' Mh. t/b• 2- R � 8' Y R 6' IY 1Y Note: Joint shall be cut 1/4 thickness of �• a-� •: I`2' concrete Initially. A. -+ DUMMY JOINT FOR WALKS 1' OUTFALL CURB AND GUTTER 2OUTFALL CURB AND2' OUTFALL CURB AND GUTTER N.T.S. N.T.S. N.T.S. CURB AND GUTTER DETAILS CITY OF FORT COLLINS, COLORADO REVISED a- 10-72 ENGINEERING DIVISION HN < p N � N m a Y J H in z O F U w Z Z O (n \ w O Of Q lr_ (n U Z < Cn n K O U W of o� Z O z 00 >> o N } } } ICU J < C) F_ < < OD m m o o Cr 6" BURY WITH NATURAL SOIL p & REVEGETATE LL TYPE L RIPRAP 0 J d„= 9" H C) J 18" T Z LLI 12" TYPE II GRANULAR BEDDING RIPRAP SECTION 0 0 Q J of wJ City of Fort Collins, Colorado � IO UTILITY PLAN APPROVAL LL.I aU PREPARED UNDER THE DIRECT SUPERVISION OF Q APPROVED: O 0 City Engineer Date or_ M O CHECKED BY: >_ Q ILL. Water & Wastewater Utility Date Z OJ = Q CHECKED BY: _ Stormwater Utility Date Q CHECKED BY: _ Parks & Recreation Date CHECKED BY: SHEET 10 Traffic Engineer Date �� CHECKED BY: JOB NO. RLV. FOR AND ON BEHALF OF A ENGINEERING Date 9168.00 0 HORSETOOTH ROAD • • • a > a uj w J WARREN LAKE 0 a O W Z J x W m • EAST HARMONY ROAD O Q 0 Q U V w wD U z Q 4 O PROJECT SITE n VICINITY MAP SCALE: 1 "=1000' UTILITY PLANS FOR FORT COLLINS, COLORADO PREPARED FOR HOMES JANUARY 1994 GENERAL NOTES 1. ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO DATE OF APPROVAL OF THESE PLANS. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE APPROVAL OF THESE PLANS SHALL REQUIRE RE-EXAMINATION OF THE PLANS BY THE DIRECTOR OF ENGINEERING, WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFCATIONS CURRENT AT THAT TIME. 2. STREET PAVING SHALL NOT START UNTIL THE SOILS REPORT AND PAVEMENT DESIGN ARE APPROVED BY THE DIRECTOR OF ENGINEERING AND SUBGRADE COMPACTION TESTS ARE TAKEN AND APPROVED. 3 THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONS481UTY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPON981UTY TO THE CITY AND FORT COLLINS AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THE PLANS BY THE CITY OR THE DISTRICT ENGINEER SHALL NOT REUEVE THE ENGINEER M40 HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. 5. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING CONDITION SHALL BE DOCUMENTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS, THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY —DOWN MACHINE. 6, 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. 7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE CITY ENGINEERING DEPARTMENT TWENTY- FOUR (24) HOURS ADVANCE NOTICE. 8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL EFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS STREETS DIVISION, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN HIMSELF, THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 9. ALL EXISTING CONCRETE CURB, GUTTER & SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 10. BENCHMARKS: RAILROAD SPIKE IN SOUTH SIDE OF POWER POLE NORTH SIDE OF DRIVE 28'3 EAST OF WEST QUARTER CORNER. ELEV. 4943.68 11 ALL RECOMMENDATIONS OF FINAL DRAINAGE AND EROSION CONTROL STUDY FOR HARMONY CROSSING P.U.D. FORT COLLINS, COLORADO BY REID INC. SHALL BE COMPLIED WITH. 12. CITY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF ONSITE STORM DRAINAGE FACILITIES, OR THE OFFSITE SWALE(S) SHOWN ON THESE PLANS. DEVELOPER WALL BE RESPONSIBLE FOR MAINTENANCE OF THE OFFSITE SWALES. HOMEOWNERS ASSOCIATION WALL BE RESPONSIBLE FOR MAINTENANCE OF PERMANENT DETENTION FACILITIES. 11 THE DESIGN OF THESE PLANS CONFORM TO THE CITY OF FORT COLLINS REQUIREMENTS FOR SPECIFICATION AND CRITERIA. 14_ PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY. 15. IF DEWATERINC IS USED TO INSTALL UTILITIES THEN A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DISCHARGE INTO A STORMSEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 16. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR-STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. FOR INFORMATION, PLEASE CONTACT COLORADO DEPT. OF HEALTH, WATER DUALITY CONTROL DIVISION, WOOD-PE-82, ATTN: PERMITS & ENFORCEMENT SECTION. PHONE (303)692-3590. 17. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR HARMONY CROSSING P.U.D. PROJECT NO. 1932048 DATED DECEMBER 1, 1993 BY EARTH ENGINEERING CONSULTANTS, INC. FOR GEOTECHNICAL INFORMATION. 10. THE SOILS REPORT FOR THIS DEVELOPMENT IDENTIFIES THE POTENTIAL NEED FOR A SUBDRAIN SYSTEM. IF IT IS FOUND THAT A SUBDRAIN SYSTEM IS NEEDED, THE DESIGN FOR SUCH A SYSTEM MUST BE ADDED TO THESE PLANS AND APPROVED BY THE CITY PRIOR TO BEGINNING CONSTRUCTION OF ANY SUBDRAIN SYSTEM. 19. TIMBERLINE ROAD & WATERLINE DESIGN BY OTHERS. 20. HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE TO MAINTENANCE OF MEANDERING WALKS & GREENBELT ADJACENT TO TIMBERLINE ROAD. 21. ALL DRAINAGE FLOWS FROM FUTURE IMPROVEMENTS ALONG TIMBERLINE ROAD SHALL BE PROPERLY DETAINED AT THE TIME OF THAT IMPROVEMENT OR AT THE TIME OF THE DEVELOPMENT OF THE PROPERTY TO THE NORTH, WHICHEVER COMES FIRST. 22. ANY DETENTION SIZING OF THE PROPERTY TO THE NORTH, AS IT IS DEVELOPED, SHOULD TAKE INTO ACCOUNT THE ADDITIONAL RESTRICTIONS ARISING FROM THE EXISTING DETENTION AND CONVEYANCE FACILITIES IN HARMONY CROSSING AND ALONG TIMBERLINE ROAD. :8Dnc. Engineering Consultants t'mulmmlo INDEX TO DRAWINGS SHEET NO. DESCRIPTION 1 COVER SHEET 2-4 PLAT 5 DRAINAGE AND EROSION CONTROL PLAN 6 OVERALL UTILITY PLAN - PHASE 1 7 OVERALL UTILITY PLAN - PHASE 2 8 OVERALL UTILITY PLAN - PHASE 3 9 FHA GRADING PLAN - PHASE 1 10 FHA GRADING PLAN - PHASE 2 11 FHA GRADING PLAN - PHASE 3 12 GALENA DRIVE PLAN & PROFILE 13 JAMISON CT., JAMISON DR. & AMBER CT. PLAN & PROFILE 14 DELANY DRIVE PLAN & PROFILE 15 WILMINGTON DRIVE PLAN & PROFILE 16 DAKOTA COURT & DAKOTA DRIVE PLAN & PROFILE 17 GALENA COURT & ANTERO COURT PLAN & PROFILE 18 TERRACE COURT & UNITY COURT PLAN & PROFILE 19 SKYE COURT & ROCKPORT DRIVE PLAN & PROFILE 20 TIMBERLINE ROAD SANITARY SEWER PLAN & PROFILE 21 GALENA DRIVE & GALENA COURT SANITARY SEWER PLAN & PROFILE 22 DELANY DRIVE & ROCKPORT DRIVE SANITARY SEWER PLAN & PROFILE 23 WILMINGTON DRIVE, TERRACE CT. & ANTERO CT. SANITARY SEWER PLAN & PROFILE 24 AMBER COURT, JAMISON DRIVE & JAMISON CT. SANITARY SEWER PLAN & PROFILE 25 DAKOTA DRIVE & DAKOTA COURT SANITARY SEWER PLAN & PROFILE 26 WILMINGTON DRIVE, UNITY CT. & SKYE CT. SANITARY SEWER PLAN & PROFILE 27 STORM DRAINAGE PLAN & PROFILE 28 STORM DRAINAGE PLAN & PROFILE 29-31 DETAILS CALL UTLITY NOTIFICATKNI CENTER OF COLORADO 1-800-922-1987 11a 534-6700 CA 2 mawsS DAYS IN ADVAA lEFCRE'.CU DXI, MADE. CR EXCAVATE FOR TIE MARRMD OF MIDEAOROV4) AEMRFA UTUTER. City of Fort Collins, Colorado UT= PLAN APPROVAL APPROVED: z Director of Enginee Me CHECKED BY: C 9 ater & Wastewater Utility Date CHECKED BY: ►Q�`� �•� Stormwater Utility Date CHECKED BY: V� Parks & Recreation Date CHECKED BY: 1 a CHECKED BY: Date 2OZI r\j T ....,. or or Ar 1 FIXED AS n , \rl• GENERAL NOTES a�� / J - CW&TDC ee K ua .CYO tR USE 2-4-•3/6' LAG wARNN4c LIGHT 54 R.O.W. . - .0 m,or. suu a ae AT . _ SCREW$ ro ATTACN / i r x x { m,o[x •� �.+ i'°•®s.°n � r � i r •ec RAIL W POSTSEE APPROPRIATE / / I ? na „ra. faa awr® r,e, ,soot FIELD FIT M1NG RAIL W SACKp GENERAL NOTES 23.17' ' WOOD FLOAT / / I I s_w ,I ` WE a°�0rtv m.ai sew i � a W� 0V 100 me gamer ::• R11-2 1 a:,vo RR 1Mj11,J, W , OF RAIL• ATTACH WITH TWO ' :' �, „ , 23.17 j FINISH C J L _ J L _ - �.' .•,a auu a ,®aa .II,.M era.,Ra. .-1/2'„5/16- BOLTS WITH - - _ _ F �1 era,aw ern v.0 x onor,o r s,r Ear aleAora: ow[ w r NUTS AND WASHERS (SEE NOTE - I �- -% % au+oa r ,ewe a n,p •„ner er r a•e, r. rwa NO. 3 BELOW) . \ \ TYPICAL / / • Iv WU � o'.ua.oemo.."K wrEr°u wwc x c.ose. se. Mi WI-7 0 5.1 T 36 -L 5.) T r� LI�NHOLE 1340 4 —r—T : TV"r.ucuR mi wu K rwrw�y 4'iri MAX. 4.7'i MAX. I rT. 3tOgr' ! C`� Ur T`Ci. RAIL WING IeA[ W I :, I 2% MIN. I 2z MIN. j —ix _ o V - a' x w' r' a/ rmi..we STAKE WITH 3-16d r COMMON NAILS rd 5,-0, MIN. .mr.c RAIL STANDARD DRIVEOVER 6 �r.Ar r r it jr POSTS t�1 CURB. GUTTER AND WALK ,,,r ,r e I 2",4' STAKE FOR TRAFFIC DIVERTET► RIGHT. FOR TRAFnC DIVERTED LEFT, MID -BLOCK ACCESS RAMP DETAIL 'i REVUANGLE OF STRIPES REVERSE ANGLE OF STRIPES TYPICAL STREET SECTION „Ir-•, - _ SE oN THIS SIDE ON THIS SIDE ee - am MID MTE 51RPNC (T1FRJIL) BAR BENDING DIAGRAMS - (DIMENSIONS ARE OUT -TO -OUT OF BAR) TYPICAL MANHOLE RING r-e tAr Yam, O: ww T z" TABLE TWO .- BAR$ ! OUMITITES - ©�IIL JfQito- ��Q:� del'' c�rac�c�ac� IvraFfi�lmOL"M T1♦i-Mm"ImO CfiF1f1F61 p1�fOFT>♦iC1N[7Rrfp [L1Ff�r£lp[iifl♦Fi>♦F•f[7e 7E7e.7 cf�FeuQi�caoFinl�c4ral11111111711 rfiFfl FSI p©©(�F7[S�C7[T>•© 2'-6' MIN. 10WHERE WALK ADJOINS A CURUNITS OF C a G N. B IT SHALL BE - T' y_B g' � CONSTRUCTED 1/4 INCH ABOVE THE CURB 140 1�- t. MAY BE FABRN ATED OF LUMBER. ALUMINUM OR OTHER 1 1/2� 4 1/2- \ SLOPE TO CURB-i/4- TO 1/2' PER FT. \ e ply oil \\ SUITABLE LIGHT WOGHT MATERIALS OF STRUCTURAL 1 1/2•R n UNE of \ _ SOUNDNESS • 2'R .•. ,. m 4 2. TYPE 3 BARRICADES HAVE 3 REFLECTDRI2ED RAIL FACES mE Tn •, • � . \ ' I o: IF FACING TRAFFIC. IN ONE DIRECTION AND 6 IF FACING TRAFFIC IN TWO dRECT10NS f-j Bj WITH S'—O- \ r� w f 3. FIXED BARRICADES FABRICATED TH TIMBER POSTS SHALL HAVE THE PORTION OF THE POSTS BELOW THE GROUND or i - W-C Ar UNE DIPPED IN HOT CREOSOTE OIL THE PORTION OF THE POST ABOVE THE GROUND LINE SHALL BE PAINTED IN VERTICAL 6' CURB, GUTTER AND SIDEWALK ACCORDANCE WITDRIVEOVER CURB GUTTER A SIDEWALK •• WITH THE APPROPIATE GENERAL NOTE . RAIL LENGTH TABLE• TYPE J BARRICADE LENGTH MOVABLE F-A M-A B'-14' F-B M-B 15 -24 F-C M-C 25 -35 F-D M-D > 35' r a, ev TIMBERLINE ROAD „/r r 4. DETACHABLE EXTENSION RAILS FOR BYPASSING OF CONST- �� r 4 �R. ar ti ram. r , .. ar,,,,C w • r r N1 • j - RUCTION EQUIPMENT ARE PERMITTED, WHEN NECESSARY, ON s FIXED OR MOVABLE TYPE 3 BARRICADES. THE LENGTH SHALL +� .ur 1 BE ADEQUATE TO CLOSE THE BORROW PIT AND/OR SHOULDER r: r a n�iR e�nsc sru r AS REQUIRED. - ,, ra. '°' -� ww.�CAM ..a fMe t-srrN Nil[ rue -V. K'�.M* ..""a r r JrTYPICAL_TYPE amen n/r R 3 BARRICADE n PLAN M.. i •-•rere,s ,•u cw oA.,aa s,.0 � TT , ,? w s,a, 2.-0. 2.-0. C[ R/iD tl foe uanc - m w a we m a a .IBI. >I ,IOU a a(M •r,>P - f,r, w,w® .e o•,c- I+" - MR. If ®rm. sou a.Y Am NoIV SECTION B-B ' _ END VIEW Assemblyrxrxw MAN = '— : m .w Place Entire Before PoakV Concrete. « 7�� a to o CURB FACE ASSEMBLY !�,; w 6-z 6-/10z10 WWF RECOMMENDED PAVEMENT SECTONS PAI""T NORTH ENTRANCE SOUTH ENTRANCE LOCAL STREETS ALTERNATIVES A) COMPOSITE HOP 4' : 4- 3- AGGREGATE BASE r 8' 50 8) COMPOSITE/STABIUZED HeP 31 3' 3- AGGREGATE BASE 4• 4' 4- STABNJZED 120 12- Ir SUBGRADE TYPE 'R' CURB INLET SECTION A -A 4 CONCRETE PAN Do II DII ESIGNED 1:1 SLOPE . - ASPHALT THICKNESS 10'-0' MIN. SECTION ASPHALT PAVING DETAIL AT CROSSPANS A PLACE FIRST SCREW 14' E 14 4'-0- 6- FROM FRONT EDGE CONTROL JOMTS p OF PLATE. SLOPE PLATE TO MATCH REQUIRED FOR SEE SIDEWALK PANS OVER END CROWN B DETAIL -A- B N ROADw ODM _ BROOM FINISH , - - - - - - - TROL JOINTS - - - - - - - RADIUS VARIES . i 2% SLOPE —� CONTROL - TRANSITION- c I JOINTS I BACK OF n I 1 o I WALK A 5\8- X 2'-6- X 4'-0- i I P/ WOOD •h $.. PLAN VIEW RAISED PATTERN NON- SECTION A -A m FINISH FLOAT SKID, GALVANIZED m n FLOW LINE STEEL PLATE (AASHTO M-ill) \ 4,4` e - m CONTROL °+� _ h JOINTS CONTROLS 3 2 —0 3 3/8 BRASS SCREW — 18 O.C. TOOL JOINT m DOWEL IF COLD JOINT JOINT JOINTS �` BROOM* �� 2 7�. 5/8 GALVAP IZED W/ COUNTERSUNK HEAD TE FLUSH W/ PLATE g (SEE PATCHING SPEC'S.-DETAIL NO. 4) - FINISH- m _1 , A 6. PLAN VIEW 4. '` 2: t 5 3/a' City of Fort Collins, Colorada e STRREEOR ��TER JOINTS SLOPE) 1 4. UTILITY PLAN APPF.OVAL o a DEFORMED /4 BAR tB- O.0 GUTTER DETAILS 6- MIN. 2:1 O e a (DRILLED SAME 512E A5 BAR SLOPE a `�'/�4 E _ MAX. -�1 APPROVED: i n AND DRIVEN IN) SLOPE - 1- 1/2- t 3/8- 0 3 —O - 8' MIN. ON RESIDENTIAL 115E . rT PER FOOT � 3- X 2- X � 3-' v _ Lrec'or of En® ng CONCRETE PAVEMENT DESIGN +t/2' 6 L 6 r' 4'-11 GALVANI D 1 CHECKED BY: A//f FOR COLLECTOR •ARTERIALS. TLC ANGLE > TYater VA.r Wastewater utility .SECTION A SECTION B—B - ^ 0.' 3 REBAR - - CALL UrI.TTY NOTIFICATION . SECTION A —A ANCHOR 18O.C. CENTER OF COLORADO CHF�KED BY: ]]LL// �C�_nul iWtIUMJ 4 8' wroE PAN FOR RESIDENTIAL STREETS 1-800-922-1987 Stormwater Ut NlN p o - . ALL INTERSECTIONS TO HAVE ACCESS RAMPS - N.T.S. DETAIL .A. 534 6700 � Parr � Reaea .6- DEPTH APPLIES FOR ENTIRE CURB RETURN AREA (PC PC) q1 - NIENq CHECKED BY: � STREET INTERSECTION GUTTER DETAIL � CHECKED err DaI METAL SIDEWALK CULVERT FOR DRIVEOVER CURB, GUTTER SIDEWALK ACCESS RAMP DETAIL CURB, GUTTER AND SIDEWALK 96 Daft c3 CHECKED BY: ;. o .. JOB TJB RAC G�j SHEETS SHEET DRAWN DESIGNED CHEMD ■er/Yloc. Engineering Consultants HARMONY CROSSING P.U.D. JAM. 1994 589-001 Fort S«,m AlColoraeldrum Street 24ao w. 26tColorado Ave., say 46, eiey. c 953 So. Frontage Rd. West, 201 FORT COLLINS, COLORADO DETAILS 31 30 Fort Collins, Colorado 81Y�21 � Uenver, Colorado.8O211 VaB, Colorado 81E57 N0. BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT NO. 303 / 482-5922 303 / 458-5526 303 / 476-6340 �-- 5 n N o It o N m J V 0 0 U W 0 0 N ro + 0 0 0 O D, U W � E � a i P 00 0 Q r E> n o W 0 E l U O li ----- -- - --- PROPOSED SECTION LINE ---------- - -----'--- PROPOSED PROJECT LINE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER PROPOSED EDGE OF ASPHALT -- -- EXISTING EDGE OF ASPHALT - - - - EXISTING (R.O.W.) RIGHT-OF-WAY --- - - W- - EXISTING WATERLINE -- - G- - EXISTING GASLINE EXISTING STORM V V V CUT LIMITS FILL LIMITS IN N 1 1 If✓ w 1 I EXISTING ELECTRIC w/ELECTRIC POLE EXISTING UNDERGROUND ELECTRIC w/VAUI T l l EXISTING ELECTRIC BOX I J EXISTING TELEPHONE RISER Q' EXISTING TEI.FPHONE MANHOLE EXISTING CABL E T.V. RISE R 0 EXISTING SANITARY MANHOLE EXISTING LIGHT POLE EXISTING STREET SIGN MHI I EXISTING MAIL BOX EXISTING WATER METER l,M O EXISTING GAS METER Z� EXISTING ASPHAL T TO BE REMOVED NEW ASPHALT PAVEMENT 1 If♦ w I 1 IN W I M NI 011, REMOVE EXISTING ACCESS 10 (BY OTHERS) 110110 M 110 i � 1, IN of I IN M N M OVERLAY WAS DEPTH VARIES. A NOTESI S. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT I. PROJECT LINT I IS DEFINED AS SECTION LINE. WEST E INF EXISTING ASPHAI T, SAWCUT THE EXISTING PAVEMENT OF THE NW /4 SEC. 5- 6- 6B. A MINIMUM OF I F 001 BACK FROM THE EXISTING EDGE, OR Al SUCH LOCATION THAT SOUND PAVEMENT IS 2. EXISTING ELECTRIC BOX FOR FUTURE STREET LIGHTING. LOCAIED.REMOVE PAVEMENT, TACK COAT EXPOSED VER1KAt ASF'HAlT FDGI PRIOR 10 PAVING. SAWCUT 3. EACH FL PROFILE HAS BEEN ASSIGNED AN ALPHABETICAL LINE SHAH NOT BE LOCATES WITHIN A VEHICLE'S TIRE DESIGNATOR FOR IDENTIFICATION (A, B• C, ETC.). ME DIAN PATH BU' RATHER ON A LANE LINE. PROFILES BEGIN WITH AN "M". CURVE DATA IS RE F'f?[ SENTED 6. WITH THE ALPHABETICAL DESIGNATOR PLUS A Nl1MBfk. CONTRACTOR TO COORDINATE WITH PRIVATE UTILITIESFOR RELOCATION OF THEIR EXISTING EQUIPMENT LOCATED 4. DETAIL DESIGN OF ENTRANCE DRIVES WITHIN HARMONY VILLAGE WITHIN THE PROPOSED ROADWAY. ARE REPRESENTED WITH THE PROPOSED HARMONY VILLAGE P.U.D. PLANS. �� Wv AI OVERLAY WAS CONSTRUCTED FROM (STA.9+70 SOUTH TO LIMITS OF PROJECT u .d u J ~ H H J J F= M_ % l!1 ' j J O, J P t0 I- it Irj 9 Ia'r3' 00 ♦ W In J 1� of + • w PROPOSED HARMONY + 8� $ m a to + v 1 ° 1 VILLAGE ACCESS 181� �± + + In (SEE NOTE 5) V) °DW In CO ` °° p _ It 0 j H 6 F. El I- 0 m a W a a V) V) v{ i4 L t. p REMOVE EXISITNG 'd g SIDEWALK A. A,' 5OO.0u SOO.oU 30.00 5ti.1', 9.92 47.19 16.Sf 55.14 N 4'04'21" E 3'47'551, 51.77 N 3'o0'I6" E S'S6'05° A3 30.01 42.47 N 45'06'07" E 90'07A9" f i t H,' - U3 30.00 4 %,'9 33.30 33.38 30.1 1 16.66 42.54 33.29 N 44' 43'08" W N I' US'll E 3' 48'"" 3' 48'S8" 500.00 500.00 16.69 33.37 N I'04'S6" E 3'49'29" Et 4 30.00 4 L2? 30.09 42.49 N 45' 31'49" E 90' 10'46" 30.00 46.82 ?9.69 42.21 N 45'08'52" E 89-24'44" -D1 DI _ 500.00 33.32 16.61 33.31 N 1'04'44" E 3'49'06" D3 500.00 33.32 16.6 1 33.32 N 1' 04'43" E 3' 49'08" D4 30.00 43.89 -1.91 39.54 N 44'28'15" W 89'49'll" MAI 3.50 °.S1 3.58 5.00 N 40-35'40" W 91'12'45" V H 1 75.00 I'..13 6.08 12.11 N 7.32'29" E 9' 15'54" MLI2 500.00 36.16 18.09 36.15 N 2'53'38" W 4'08'37" MIs3 500.00 30.09 18.05 36.08 N 2'53'53" E 4'08'08" MH4 0 1'.13 6.08 12.11 N 7'32'29" W 9'15'54" MCI 0 1°.43 7.78 15.37 N 8'52'36" E ('40'48" MC2 4.38 2.53 4.10 N 53'35'23" E 71'44'41" MDI k3.50 012.08 6.05 2.07 N 7'33'59" W 9'13'42" MD2 00 36.16 18.09 36.15 N 2'53'38" W 4'O8'38" MD3 00 3609 18.05 36.08 N 2'53'53" W 4'08'06" MD4 0 2.08 6.05 2.07 N 7'33'S4" E 913'42" r io �0pp J W F O) 00 I- N O> co J N Q Ill Q V F- 1-- M 1p N 10 J O 11 JO J I•') �� 1 OQ �W COORDINATE RELOCATE OF 0 Q0)' n w " w v w In ELECTRIC BOX AND ^ Q J y v M OD C= a 00 TELEPHONE PEDESTAL (TYP) o M (SEE NOTE 6) w w O ~ IInn rMi of NN RELOCATE ELECTRIC c v cv d + BOX (TYP) PROPOSED HARMONY sum m, m o M V) �' °' a (SEE NOTE 3) VILLAGE ACCESS T. o I co a `o ff Q + Q + u_ I- _ �_i-n „ N 'In I- In a 0- �^ PT STA. 18+85.39, EXISTING ROW (SEE NOTE 5) ti p^ a R N �' - V) _ N >• 70' LT., , D C&G n ab u ~ (I'D" 16+ 8.50) a c, a EXISTING ROW EL.=496 55 `. DRIVEWAY TO BE t f l RELOCATE REMOVED m a ELECTRIC D2 BOXES (TYP) DI + } I +00 D 11+00 D 12+0 µ D 13+00 14+00 D ISCIO D3 ' a T {'` �1 RELOCATE TELEPHONE PEDESI AI ^ 1J i� b a,, a,�,. r ,., 5'°CURB SIDE WAL K RAISE TO GRADE mmd ( N' m e, d I q d' L°i ' PROJECT LINE ClA vE R1 �% „ d 11+0 12+,00 r 13+ a14+00 15+0 ^ 1 9+0 Q mn .. m, H p•D9iZD11 E Q d' (SEE MEf�„?ti! PLAN BEL (SEE NOTE U a I 0 „ , + ..... ` 17 6 Ir (C I8 00 .._ , .. "_ ti ^,'� i RELOCATE TRAFFIC ............f. 1Ca... ......°{ SAWCUT 1 . , } 'e 1 yI w + +fk- T s TI SIGNAL BOX �,d� ( N T ,,. y. n. SEE 0 _.. 1 E f) EXISTING STATE i-.., TIMBERLINE ROAD ® I' .,, `d HIGHWAY ROW v, ti Q ,. . t , NOTE n ��1 SEE O E j� •F' l` ADJUST MH Z X m PROPOSED ROW N U l0 N O o0 Ot 0 '� v . n Q o In Q In it. rn In C Q lj IIJ <T L 0-- ri"I uiv Iff ti OD n1 lD + + t0 a0 to CD Qi Q II <0 iCiO V) +V) M ID O U _ H _ Q + MA 0+00= .� �. a ary C N In d,n y 3+00 Tm W MCI f _ a "c, UJ i WQ 4955.40 tom Z �y. A OU - - u.F a A H00 _ __. J W _jY U v to a ,tE- S,/6 O)ad W W Q P 0 O) u C)�Q V) V) M II o w Z w A� _ H In N _ o N a C OW_ N N O C In LC + + In W O M Oz Q a 0 Q m F- Q F- V) 31C AY r H w u) M. -- I W Lu MA 2+OQ'd d ti MA 3+09"n Z LLJ w ',N OHO x mu o:w aO a J � p rl U j P Q N J M J C In I� � W C InI N t. In O O to + In In +O Irl I- + N N I- 0 __ In, v MA " CDB 0+00=mo,m W&N 2�m 2�m + „mU �m ��N pNNN �CQNm AWN 5 R- m. NA wN d d rd MA +p,d' MATCH EXISTING a:,o I- mn`nw mr`'vu PAVEMENT tiv iv r� ELEVATION Iri„ ao SECTION LINE- n �Cdm o� PROJECT LINE oo- C4 or- STA. 3+25.52 In + 09 + ± 1I-9� M1 - as it = V as it F?EJ J 0 7- W 0 7- W MC 4+00 m "MC 5+00 mom' 17.8' d MA 4 + 0 0 A 5+00 o k 0 a Na U t . T ADE PJ.6 0' � �'- a�� 9+0 B 10+00 B 11+00 22' I +00 B2 B 13+00 8 14+ 0 2?, B 15Ar 30 R A 6+00 hh 2 B3 3 6 PROPOSED ROW 7 nro 9pT�86T RTB+EEND �C&G - DRIVEWAY TO BE 7' m ("B" 16 ppI 46 ) '��vIAICHLINE__/ REMOVED ~ a EL.=4965.tO co Ni N EXISTING ROW EXISTING ROW SEEbWG 20 �_`; 0 v °,� ao 9 d z� o EXISTING ROW �, iO II I ` IMBERWOOD o'9 � rri c '� RELOCATE TELEPHO E p a°DD w t DRIVE N - �) H. RELOCATE ELECTRIC 'r' . to to v to Zvi PEDESTAL Q N K OD I°° N r O tp J BOX (TYP) IQ U10 J �, J IM J tD J rr 6 O +O �+ b tO a L� (SEE NOTE 2) o w w 0 w In w RELOCATE EXISTING a+<r OD N to o `�+ aD �- OVERLAY WA LACED. O IC In t0 to ao o a v v + N + m + N + c TRAFFIC EQUIPMENT d + v v „ DEPTH VARIES. In In to 1ri to ,a (SEE DWG 42) a `* to ~ In v It III-"' ± + RELOCATE TELEPHONE �: O Na N w Lr;Q J w <^I -00 BOX a+ a+ a+ a �+ N l toJ m a__ t0 w + N H m V) N N V) In V) Q t0 �f 2 p t- I- �j + 8= r` In U m H m U m I- CO O+ + N cc �+ ui +p In r- p d+ a a= a = a = M� 4 Q <+ co ++ Q+ _ V) I` m _ um0- to a-= �a a amum V) Z_ a� - TIMBERLINE ROAD PLAN VIEW 0 1- O ti W a M t0�I� O+ N Cr N F- 04 I J l�n cr l( O l J IlP O� M pf tp I j/ IIJ�7 1J� 0�1 P.- In pI II Q1 OJ tw{�o N J w N J O I�I��l 1P� � KQ S OI V • �LLJ'I Opw 0LLI J t O� N N O D IQ: W O+ Nv MJ O N II J tp In - 03 v' O O O - +In IA 06 W t0 J w W 9 S3? In O+ 0 F~ ± O O In W N Q CD O N tp rn Cj OD 0 00 Q N 9 Q+ Q tD In v' H a vPROJECT N = 0 - 00 01 ± OD O'D +00 N a �, El LINE u U u a MCI a c c) 0 MC (SEE NOTE 1) a = a vl - - MDI - a 0 2 V) - 0 u 2 A - 0 1- 2 a �fC 6+1 mti m D ♦N AW' _ _ 2' R d 6 °Vi �� 7' � _ 9+ d MD 10+00 -MB �A 6+00 8+00 nn < Dd aos ME) 8+00° N �d DUIW l a C? �jm a � 00 t..n�" O) l-') O� + 1+7 Inv II v II C6 W LaJ Q W O m < t0 t0 V) uJ W 26319 Q cuas'FE x AS -BUILT SURVEY POINTS u Q 0- Z ( _ DRAWINGS OF RECORD U These Drawings of Record have been prepared Q based upon Information submitted by the CONTRACTOR. WhTle this Information Is believed to be reliable, SEAR -BROWN is not responsible for Its accuracy, nor for errors or ommissions which may have been incorporated Into this document as a result. � N � f` '7 Q N t0 N N W O Q O + 0 O Q CO V' � U Co U a � U v a 6MB 10400 :h 7 �Ill CIO �' MB2 ,(l F- r 111 lD H OD OD 7 In t J Q ,(l O I(l OV W00 N O O+ at tp N Q O) 00 N N O w In _j I`I 1 + C+ Q V• + N I• M I,.j In IP OD + 00 01 0 N N � �+ I- a � It- - N - aE, a� MEDIAN PLAN N � H J � m �p M a V1 11 ti It Q W OD W gaw tom MD IZ+uv ,d[3�00 7r ,,,rMB MB In OD 1- H O -'' m� c �_ O OD W N CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 EDENVERO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. �.N MID 04 f ME; 134 00 J O-W 00 PI 1.6 - 7--n (0�� SCALE"=50' 50, 0' 50, 100, ' FT I P o N 0 W >- a a o N z Z 0 z o a O ui w _J Cn m V) a tD En V I✓-) N ® O N az z,•a. cv wc� v owwgg �i a�No wma. a.- ©p a - znw'^f awmmwe ' a l tY) � a � a p m• _, ottwa> W z> ?,tn 4'� a's wiv, z'fi4 ai V'tt WOUI'a >VLL N W 0 W In LA u U W H N I, IX a w u = a o a w � r r m O w w= =CC Wtn 00 o a Q a II a s a OC o N t cv lU z �V 1 iV ,III tY) O u) I) o Lv 'N`I) a)cIN ; 00 N 1' C Q 0 0- '.. V w) U) N LL LL t 2 W N U } Q NU ~ CujC Q Q C cc =tn O a u U J Q N QUC7z Z WZ�0 000 c~i 0 2 F- �¢InpC O 0 0 a 01 LLL PROJECT NO. 823-001 DRAWING NO. 37X64 sU'% LA cm LEGEND ----------- PROPOSED SECTION LINE E- -- PROPOSED PROJECT LINE --- J� E- PROPOSED CURB & GUTTER El EXISTING CURB & GUTTER Q PROPOSED EDGE OF ASPHALT T EXISTING EDGE OF ASPHALT Ra VN - - - - - - - EXISTING (R.O.W.) RIGHT-OF-WAY m w EXISTING WATERLINE i G EXISTING GASLINE 18� EXISTING STORM O cm 0 CUT LIMITS vv v 0 FILL LIMITS NW CORNER --� SEC. 5-6-68 FND. ALUM CAP RANGE BOX. TIMBERLINE ROAD STA. 20+00 NW CORNER SEC.5-6-68 FND. ALUM RANGE BOX, TIMBERLINE STA. 20+00 TREE TO BE REMOVED a Z r- EXISTING ELECTRIC w/ELECTRIC POLE EXISTING UNDERGROUND ELECTRIC w/VAULT EXISTING ELECTRIC BOX EXISTING TELEPHONE RISER EXISTING TELEPHONE MANHOLE EXISTING CABLE T.V. RISER EXISTING SANITARY MANHOLE EXISTING LIGHT POLE EXISTING STREET SIGN EXISTING MAILBOX EXISTING GAS METER EXISTING WATER METER EXISTING ASPHALT TO BE REMOVED NEW ASPHALT PAVEMENT NOTES: -. L PROJECT LINE IS DEFINED AS SECTION LINE. WEST LINE OF THE NW /4 SEC.5-6-68. 2. EACH FL PROFILE HAS BEEN ASSIGNED AN ALPHABETICAL DESIGNATOR FOR IDENTIFICATION (A, B. C. ETC). MEDIAN & PROFILES BEGIN WITH AN "M". CURVE DATA IS REPRESENTED WITH A DESIGNATOR PLUS A NUMBER. 3. AT LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAWCUT THE EXISTING PAVEMENT A MINIMUM OF I FOOT BACK FROM THE EXISTING EDGE, OR AT SUCH LOCATION THAT SOUND PAVEMENT IS LOCATED.REMOVE PAVEMENT.TACK COAT EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. 4. MATCH EXISTING 38"X60" HERCP IRRIGATION PIPE. INSTALL CONCRETE COLLAR,48LF OF 38"x6O" HERCP o EXISTING GRADE (0.57% ) AND FLARED END SECTION. (SEE DRAWING 47 FOR DETAILS) 5. SEE DWG. 38A FOR SEPARATE UTILITY PLAN. TIMBERLINE ROADWAY PLAN �,TIMBERLINE MEDIAN PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR IN METRO 53"700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTD_ITIES. SCALE I"=50' 50' 0' 50' 100' NORTH AhEMAN GREEN EROSION CONTROL MESS (NAG C350 WITH STAPLE PATTERN 'El City of F01c CAA Qlw& JWROVAL APPROVED, 'r"' 4 7 DbectmolE1014 i Daft CFEf�(ED BY: CHECKED BY• Jt�i G.. �{-b -AJ som."wc u" Dae CHECKED BY• Air t Ikac�tldi Daft CHECKED BY• Date CHECKED BY: Date El 30.00 46.73 29.61 42.14 N 44'10'05" W 3'47'55" FI 30.00 47.17 30.04 42.46 N 45'28W E 90'04'55" F2 515.00 28.57 14.29 28.57 N2'01145" a 90 07149" F3 500.00 23.75 11.88 23.75 N 2'35'26" E 2*43119" MEI 75.00 16.07 8.07 16.04 N 9003151" E 12'16149 ME2 500.00 13.79 6.89 13.79 NO' 2011211 W 1' 34'48" MFI 75.00 16.13 8.10 16.10 N 44 43'OB" W 3'48158" MF 2 500.00 6523 32.66 65.19 N 3' 17'50" W 7' 28'30" MF3 500.00 72.37 3625 72.30 N 205318" W 8'17133" MF4 50.00 25.36 12.96 25.08 N 15'47111" E 90 10146" MHI 500.00 48.06 24.05 48.04 N 1*29145" W 5'30127" MH2 500.00 65.95 33.02 65.90 1 N 0'10'21" E 1 7'33'25" Ran o> �.l m � So�NYJ� y`��LL'�•ZS �� f'�ilNWfi Y ��y�•Q NN�"'I WZ J�M<oZy o vt r U i o 0 W r = < � S U � � � J W W W U W V t7 Z S W � 2 < Y r r m m � cc Oa c OW In fl W< Qo n M z z O_ W om = a �� S9 �o rLy1 � V v Z" P H g o0 rw .. Q W F- 2z � U J N L) �w O Q� =j 0 o O U ui Q V o Z WZLO r QOL C) I- �QdI Q OQ�O `a 0-2LLLL 2 F- Q O Z t7 Q O Q W z J Q W m i n- � a z < Y ¢ Q o p J 0 � Q r PROJECT N0. 823-001: ) DRAWING N0. .61 .. `04