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HomeMy WebLinkAboutWEST HARMONY ROAD AND SOUTH SHIELDS STREET LANDSCAPE AND IRRIGATION IMPROVEMENTS - Filed STR-STREETS - 2010-12-28" I WEST HARMONY ROAD &SHIELDS STREET IM1:9 LKWKW ww ra oplic Do* 1603 Odai* Ddo Fort cow., CO 00525 omm L9M 223-7S77 fix (W% 223-IW LANDSCAPE &IRRIGATION IMPROVEMENTS MAY 0112009 SHEET INDEX SHEET NO. SHEET DESCRIPTION 1 COVER SHEET 2 BID TAB 3 LANDSCAPE PLAN 4 LANDSCAPE PLAN 5 LANDSCAPE PLAN 6 LANDSCAPE PLAN 7 LANDSCAPE PLAN, MATERIALS LEGEND 8 LANDSCAPE PLAN, GENERAL NOTES, PLANT LIST 9 LANDSCAPE DETAILS IRRIGATION 10 IRRIGATION PLAN 11 IRRIGATION PLAN 12 IRRIGATION PLAN 13 IRRIGATION PLAN 14 IRRIGATION PLAN 15 IRRIGATION PLAN, NOTES, LEGENDS 16 IRRIGATION DETAILS 17 IRRIGATION DETAILS PROJECT TEAM OWNER: CITY OF FORT COLLINS ENGIINEERING DEPARTMENT 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80524 PH: 970.221.6605 CONTACT: RANDY MAIZLAND rmaizland@Icgov.com LANDSCAPE ARCHITECT: BHA DESIGN, INC. 1603 OAKRIDGE DRIVE FORT COLLINS, CO 80525 PH: 970.223.7577 CONTACT: JEFF KROEGER ilvoeger@bhodesign.com JARED PIERCE i*rce@bhodeaign.com IRRIGATION: HINES IRRIGATION, INC. 323 WEST DRAKE ROAD SUITE 205 FORT COLLINS, CO 80526 PH: 970.282.1800, EXT. 206 CONTACT: MICHEL.LE PETERSON michelle_pdorson@hirmWrrigallon.com VICINITY MAP NOTTOSCAE NORTH • \ x C. .. .;= V.e a `e .e � \� .a AMU. I . XLEG$ "DESIGNED BY: I DRAWN BY: "APPROVED BY: CITY OF FORT COLLINS, COLORADO r J oLti BHA BHA ENGINEERING DIVISION SCALE: DA05.1409 CHECKED BY: DATE: RECORD DRAWING DATE: 11119109 Knowwhatps below Call i.` t, you dig. HARMONY & SHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS 1F 17 C1 — 298 0131 CN N < r,ss 76x0 a:r xr, ARAPAHOE FARM TOWNHOMES r-+ GQ' P.U.D. .. 00 , d.. , �. 0 ;... HAP O q �s DESIGNER'S NOTE: >.: ��` .,. _:_.'��:::::.,. 1 CONTRACTOR SHALL HAND WATER ANY EXISTING LANDSCAPED AREA DISTURBED BY CONSTRUCTION THAT CANNOT BE PROVIDED + 00 .;;. 20 IMMEDIATE IRRIGATION, TO INSURE LANDSCAPE WATERlu REQUIREMENTS ARE MET. ..:,; i 21 } 00 22-0, HARMONY RIDGE P.U.D. NOTE 1: HARMONY RIDGE TO ACCEPT FRONTAGE ONTO PRIVATE SYSTEM AS SHOWN. CONTACT HOA FOR CONSTRUCTION COORDINATION. �. . W ki.�. 1 RECORD DRAWING _ 0 DATE: 11119109 U 1 1 NOTE 2: 1 �.y FOURSQUARE CHURCH TO ACCEPT 1 STATION 72 TO �� 1 OO FRONTAGE ONTO PRIVATE SYSTEM AS 1 15 SHOWN. CONTACT PASTOR RANDY AT 223-2367 FOR CONSTRUCTION COORDINATION. m 23+00 24+00 ...1......... ........ ..............}............... ............................. I STATION 22 + 00 TO 29 + REVISIONS:DATE: RecordProJect Drawing • • bh 3 REGENCY PARK A7 3) A3 3 A4 A A6 SECOND FILING ,,, �. V ,. - <<.. .X, M,.......... -1111111 .. ......._. 25+00 11 11 } 26+00 1603 Oakridge Drive Urban Design Landscape Architecture Fort Collins, CO80525 CITY OF FORT COLLINS, COLORADO Fort { iii Design Graphic Design 223-75 axone (9(970)7202)3-1827 77 ENGINEERING DIVISION 3 l KC KIU�aC 1".U.L. EXISTING SLEEVE TO BE FIELD LOCATED DESIGNED BY: DRAWN BY: "APPROVED BY: MLP MLP JRH SCALE: DATE: CHECKED BY: DATE: 1"=30' 05.01.09 MLP 05.01.09 I w Wk,TROL,TM,AN PARKWAY N N Z WAKE OAEr W Z W W�'P> > ROBIN Kev a N LANE N DR/yeT0m W U WZ > UUM Y ROAD UW Q F U z Q ow W Da A rc W a �Cp LLr a § Ir �� W W YO a — s FRCC 2 Q Z U =D U ENTRANCE S U m ASHFORD COURT I REFERENCE IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS LATERAL PIPE TO POINT -SOURCE EMITTERS SUPPLY HEADER TO INLINE TREE RINGS LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE NOTED INLINE DRIP RING ASSEMBLY: NETAFIM TLCV4-12 UNCONNECTED PIPE CROSSING �— POINT -OF -CONNECTION ASSEMBLY 0 WATER METER AND CURB STOP ASSEMBLY BACKFLOW PREVENTION ASSEMBLY: FEBCO 825-YA N ISOLATION GATE VALVE ASSEMBLY c QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-B-COM <V-Lr FLUSH CAP ASSEMBLY INDICATES CONTROLLER AND STATION NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 �� INDICATES LATERAL DISCHARGE (GPM) 1" INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) U IRRIGATION CONTROLLER UNIT '- 1! ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 A • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 - POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS X BUBBLER ASSEMBLY RAINBIRD 1401 SERIES IN ROOTWATERING SYSTEM ** REFER TO SHEET 15 FOR FULL IRRIGATION LEGEND Irrigation record drawing prepared by. HINES IRRIGA TION CONSUL TANTS INC, �p 1 • � ' C�,q¢S„c� SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SURE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226.4662 i x:ede.. spa A:CM•rCh>t. • :^:urtxv: i?e��tn 30 15 0 30 60 NORTH SCALE: 1 " = 30' Y SHEET HARMONY & SHIELDS 10 LANDSCAPE & IRRIGATION IMPROVEMENTS of 17 C I - 298 Cm N V REGENCY PARK >_ FORT COLLINS SECOND CONDOMINIUMS UW Z ; AND HARMONY P.U.D. W NOTE 4: Q LDS CHURCH TO ACCEPT FRONTAGE, W ONTO PRIVATE SYSTEM AS SHOW s i X1 N ri CONTACT PASTOR AT 833-3528 FOR � CONTROLLER CONSTRUCTION COORDINATION. O C RN: : y . �k ram.. w , mw THE RIDGE P.U.D. NOTE 3: THE RIDGE SUBDIVISION TO ACCEPT FRONTAGE ONTO PRIVATE SYSTEM THE RI E P.U.D. AS SHOWN. CONTACT HOA REPRESENTATIVE (GREG HURST) AT 493-3363 FOR CONSTRUCTION COORDINATION. EXISTING SLEEVE TO BE FIELD LOCATED STATION 29 + 00 TO 36 + 00 \ MX. ; Dri : :, = \:::. z e; THE RIDGE P.U.D. i i STATION 36 + 00 TO 43 + 00 RETISMS: DATE: ProJect Record Drawing 09 bh ... 38+00 ...% 39+00 40+00 PUBLIC POC 2: - SIZE. 3/4-INCH .. 1 • ............. PRESSURE: 64 PSI. .... __.... . FLOW 10 GPM (1)4" & (2)2" \..: 3 3 - 6 C7 C8 I 14 a. BUTLEW:";:. \ . RECORD DRAWING DATE: 111191109 r „ m N W CITY OF FORT COLLINS, COLORADO r;lt of ENGINEERING DIVISION ry` ins 'DESIGNED BY: MLP DRAWN BY: MLP "APPROVED BY: JRH�,��« SCALE: 1"=30' DATE: 05.01.09 CHECKED BY: MLP DATE: 05.01.09 , r 1 1 yWj TROUTMAN PARKWAY Y w W A u�r U)Z WAKE 0 0 (q Rke Z W > Q ROBIN W W OR U' N w 1 LANE In VET�NG ZO f In W GP U In J 5f`l�Fi W WAKE Z > ROBIN O W —a, 00 LANE U W m H MONYROAD 7 CIA Zw W UU 0 u U' j W W O Aa1 G ` LL Q >4/ X IX Yp a� It mpi W a w i O = FRCC _2 I U ENTRANCE S U m U ASHFORD COURT 1 REFERENCE IRRIGATION ILEGEND ® SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS Lsb LATERAL PIPE TO POINT —SOURCE EMITTERS LQJ SUPPLY HEADER TO INLINE TREE RINGS LATERAL PIPE HEADER TO TREE BUBBLERS: CLkSS 200 PVC 1—INCH UNLESS OTHERWISE NOTED INLINE DRIP RING ASSEMBLY: NETAFIM TLCV4— 2 UNCONNECTED PIPE CROSSING 1-- POINT —OF —CONNECTION ASSEMBLY ❑M WATER METER AND CURB STOP ASSEMBLY BACKFLOW PREVENTION ASSEMBLY: FEBCO 825 YA N ISOLATION GATE VALVE ASSEMBLY c QUICK COUPLING VALVE ASSEMBLY 0�ili REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100—B—COM ® lr FLUSH CAP ASSEMBLY INDICATES CONTROLLER AND STATICN NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 1" INDICATES LATERAL DISCHARGE (GPO) INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP— P HEIGHT (4—INCH UNLESS OTHERWISE NC ED) 0 IRRIGATION CONTROLLER UNIT ', ■ POP—UP SPRAY SPRINKLER: RAIN BIRD 180 SAM—PRS W/8 ■ POP—UP SPRAY SPRINKLER: RAIN BIRD 180 SAM—PRS W/10 • POP—UP SPRAY SPRINKLER: RAIN BIRD 180 SAM—PRS W/12 • POP—UP SPRAY SPRINKLER: RAIN BIRD 180 SAM—PRS W/15 POP—UP SPRAY SPRINKLER: RAIN BIRD 180 SAM—PRS W/15SS 0 BUBBLER ASSEMBLY RAINBIRD 1401 SERIES Ih ROOTWATERING SYSTEM ** REFER TO SHEET 15 FOR FULL IRRIGATION LEGEND Irrigation record drawing prepared by. MO PX5 HINESIRR/OA ONCONMTANTS, INC. SYSTEM DESIGN AND WA ER MANAGEMENT SERVICES 323 W. DRAKE RD, SURE 2 �� "=.;s. r�4f.'Et>s:e a•�'' FORT COLLINS, COLORADO 26 Telephone: 970.282.1800 Fax: 970.226.4662 30 15 0 30 60 NORTH SCALE: 1 " = 30' HARMONY &SHIELDS LANDSCAPE &IRRIGATION IMPROVEME TS 11 OF 17 C1 - ?99 I W I U) W W U) W Z J U i Z J I U SQ' i. PINEYIEW P.U.D. PHASE If HARMONY ROAD 00 \., \... ................. ..... ....................: . . ,6a �`:.� ........, _-,...._. ..... .._�> ..._ _ ...vim . v Y• WESTBURY P.U.D. .�. 1 ST FILING BROPHY STATION 43 + 00 TO 48 + 75 \ THE WOODLANDS \ \ CONDOMINIUMS P.U.D. kk .:•t wit '>....�... >t.x'�: ,\\ 52+00 53+00 54+00 55+0 • 5 D8 80 4. 2" 1, FRONT RANGE COMMUNITY COLLEGE NOTE: FRONT RANGE COMMUNITY COLLEGE TO ACCEPT BOTH HARMONY ROAD FRONTAGE AND MEDIAN AS WELL AS SHIELDS STREET FRONTAGE AND MEDIAN ONTO PRIVATE SYSTEM. CONTACT FRONT RANGE COMMUNITY COLLEGE MAINTENANCE PERSONNEL (SCOTT MCKELVEY) AT 204-8255 FOR FURTHER INFORMATION. /ES TO :R -S STATION 50+84•84 TO 59+00 REVISIONS: Record .. 0• bh ...... ..,ram . .............. .` L� i W ,W^^ U) W U) W Z J RECORD DRAWING DATE: 11119f09 TR UTMAN PARKWAY Er WD Z �4/ i.A RKB O W W N WGIAFOOR LRN eT//VGzQNU WWAKEZ >ROBIN O 0LANE WIYHARMONY OAD Y W Y i W U Q U W U z O O .Tj Z> W' IEO UO 0 G LLr Q W It K it a. D it m 'A1 W N V~i U) Y d FRCC Z W Z U ENTRANCE 'r U m LI ASHFORD COURT REFERENCE IRRIGATION LEGEND ® SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS LATERAL PIPE TO POINT —SOURCE EMITTE S SUPPLY HEADER TO INLINE TREE RINGS LATERAL PIPE HEADER TO TREE BUBBLE S: CLASS 200 PVC 1—INCH UNLESS OTHERWISE NOTED INLINE DRIP RING ASSEMBLY: NETAFIM T CV4-12 UNCONNECTED PIPE CROSSING 1-- POINT —OF —CONNECTION ASSEMBLY ❑M WATER METER AND CURB STOP ASSEMBLY BACKFLOW PREVENTION ASSEMBLY: FEBC 825—YA N ISOLATION GATE VALVE ASSEMBLY G QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100—B—COM FLUSH CAP ASSEMBLY f— INDICATES CONTROLLER AND STATION NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 INDICATES LATERAL DISCHAR E (GPM) 1" INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP—UP HEIGHT (4—INCH UNLESS OTHERWI E NOTED) IRRIGATION CONTROLLER UNIT e ■ POP—UP SPRAY SPRINKLER: RAIN BIRE 1804—SAM—PRS W/8 ■ POP—UP SPRAY SPRINKLER: RAIN BIRC 1804—SAM—PRS W/10 A • POP—UP SPRAY SPRINKLER: RAIN BIRC 1804—SAM—PRS W/12 • POP—UP SPRAY SPRINKLER: RAIN BIR 1804—SAM—PRS W/15 POP—UP SPRAY SPRINKLER: RAIN BIR 1804—SAM—PRS W/15SS W BUBBLER ASSEMBLY RAINBIRD 1401 SE IES IN ROOTWATERING SYSTEM ** REFER TO SHEET 15 FOR FULL IRR NINESIRR/GATIONCONSUL ".<�'.. SYSTEM DESIGN AND WATER MANAGEMENT SE •NOW,Sya+a"�'.<`i"':...':: .',.;� 323 W. DRAKE RD, SURE 204 \FORT COLLINS, COLORADO SD526 T6k ne: 970.282.1800 :. ... .. ....... ....... � , , Fax. 970.228.4882 CONNECT TO EXISTING MAINLINE AT THIS LOCATION NEW CONTROL WIRES �--i GD UpOkADED CONTROLLER D Landscape Architecture 1603 Oakridge Drive C_\YT4+ Urban Design Fort Collins, CO 80525 CITY OF FORT COLLINS, COLORADO Collins Graphic Design 223 axo(970) 202)3-1827 77 ENGINEERING DIVISION MLP MLP JRH SCALE: DATE: CHECKED BY: DATE: 1"=30' 05.01.09 MLP 05.01.09 I � NORTH 30 15 0 30 60 SCALE: 1 " = 30' TANT51 INC. RVICES HARMONY & SHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS LEGEND Irrigation record drawing prepared by. ::en,t3<: :: v: Ar:::d;a•r.0.�e�.:n,,.taleon i3c«,e;:+ SHEET 12 OF 17 C1 - 298 • W OW �G 4 U) \ \y ¢ \'M THE WOODLANDS FILING 5 >a i _. .1 4.1�> 59+00 60+00 61+00 62+00 63+00 64+00 L.._......... ..... ... L.... .. ..........} I ..... ..... { . {... I L....... { .1....... {... ._. HARMONY ROAD Ot \. *ice , .. � �a�.�'�-'.. ��,`, �. ��, ��. �•5...,. D29 MAINLINE SHOWN HERE FOR CLARITY " � `"" > ,,,.+ \. � : • �` \ < `�. > �� 1.5^ MAINLINE IS LOCATED ON NORTH SIDE .` r ` �.....::z.. ......, . ^ �� ���\\ "' .\>°"' :::. r,,, � ">-': s>��^- •� � � f\%,' � � ��> � �� � � OF WALK, COMMON TRENCHED WITH 1.5 li 1" .::`. \..:. .¢a•. �.`\a` LATERAL PIPE. 1 U Z `\ � CONEXISTING ,• \ 5..: MAINLINE LINEAT AT THIS LOCATION \ \ w~` FRONT RANGE U. FRONT RANGE s.: ". z..::. ` ._... ...Y :..;,.. W COMMUNITY COLLEGE •" COMMUNITY COLLEGE 's STATI O'N 59 + 00 TO 65 + 00 THE WOODLANDS FILING 5 HINES IRRIGATION CONSUL TANTS, INC. 40 SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SVIE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226.4662 65+00 11 I... Irrigation record drawing prepared by: _airtd44R eC A'tiL!P+.44:E iP3�2:IQ>':i5•gn `w`• BYStR93.3883 i W w Y~I w �A WAKE N O O ROBIN W W LANE N CP . IQF-, 9Ea� U w WAKE N Z > ROBIN UE O LANE w a w > Vz a Z> m U; OW w�OA N'1 KI uo 0 2mC w i (L o � " I = FRCC U ENTRANCE ASHFORD COURT 1 CAROB VFT�Nc Z w J Z > w Z N m i J O U O m U REFERENCE IRRIGATION LEGEND r2'22 SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS LATERAL PIPE TO POINT —SOURCE EMITTERS L SUPPLY HEADER TO INLNE TREERINGS LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1—INCH UNLESS OTHERWISE NOTED INLINE DRIP RING ASSEMBLY: NETAFIM TLCV4-12 UNCONNECTED PIPE CROSSING �— POINT —OF —CONNECTION ASSEMBLY ❑M WATER METER AND CURB STOP ASSEMBLY © BACKFLOW PREVENTION ASSEMBLY: FEBCO 825—YA H ISOLATION GATE VALVE ASSEMBLY c QUICK COUPLING VALVE ASSEMBLY "9 REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100—B—COM <$OLr FLUSH CAP ASSEMBLY j INDICATES CONTROLLER AND STATION NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 INDICATES LATERAL DISCHARGE (GPM) 1" INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP—UP HEIGHT (4—INCH UNLESS OTHERWISE NOTED) U IRRIGATION CONTROLLER UNIT ■ POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/8 • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/10 • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/12 • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/15 - POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/15SS W BUBBLER ASSEMBLY RAINBIRD 1401 SERIES IN ROOTWATERING SYSTEM ** REFER TO SHEET 15 FOR FULL IRRIGATION LEGEND RECORD DRAWING DATE: 11119109 I\ 30 15 0 30 NORTH SCALE: 1" = 30' ie REVISIONS: DATE: `r "DESIGNED BY: DRAWN BY: ''APPROVED BY: y"SHEET Project Record Drawing 11 /19/09 1603 Oakridge Drive MLP MLP JRH HARMONY & SHIELDS 13 Landscape Urban rchitecture Fort Collins, CO80525 CITY OF FORT COLLINS, COLORADO '° { Urban Design ,�("� �}��� - Graphic Design hone(97 )2 3-7577 ENGINEERING DIVISION SCALE: DATE: CHECKED BY: DATE: LANDSCAPE & IRRIGATION IMPROVEMENTS of 1"=30' 05.01.09 MLP 05.01.09 17 C� - 298 r� V 8 w W W F )n )n 0 J W 2 U) i I: eI STATION 43 + 00 TO 48 + 00 REVISIONS:DATE: bh MAINLINE SHOWN HERE FOR CLARITY MAINLINE IS LOCATED ON WEST SIDE OF WALK, COMMON TRENCHED WITH LATERAL PIPE CONNECTTO EXISTING MAINLINE AT THIS LOCATION W U 4U F� 0:j W� O U MATCHLINE LL \ n a W {L Ai QR W a ,,:>:, ,N \ �i \ \ t.. `} ` \': r i Uis VON 5 0 NOW f I i 8 a� �I T � THESE VALVES \ ARE WIRED TO \ EXISTING N IN I � 4, CONTROLLER I USING THE I �• " SPARE WIRES di 3 35 1 r 2 2" SLEEVES z7.5 xx 2 IL q XX THESE (2) ++ VALVES ARE 2 ," BATTERY CONTROLLED STATION 48 + 00 TO 83 + 00 Landscape Architecture 1603 Cakridge Drive y of Urban Design Fort Collins, CO80525 CITY OF FORT COLLINS, COLORADO ..F6et Collins Graphic Design fax phone 223-1827 77 ENGINEERING DIVISION D BY: DRAWN BY: MLP MLP SCALE: DATE: 1"=30' 1 05.01.09 RECORD DRAWING DATE: 11/19109 I W W TROUTMAN PARKWAY G W W WAKE N 0 0 ? �q it z W z > W�A RKev N AQ' ROBIN W LL LL W W LANE N r D ORiVFT/NG z I_In W EGP07 i !per 9 U W WAKE N J > ROBIN 0 W U D LANE W It RMONY ROAD W a , Uw m W Uz D =,W z > W � OP N� X ¢ •Wi W ¢ It Wz — IL U. I_ z O LL o a❑ tt P� w Z O w 0 FRCC S it z m U U ENTRANCE U ASHFORD COURT I REFERENCE IRRIGATION LEGEND SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS ( LATERAL PIPE TO POINT —SOURCE EMITTERS r� L1 (1 SUPPLY HEADER TO INLINE TREE RINGS LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1—INCH UNLESS OTHERWISE NOTED INLINE DRIP RING ASSEMBLY: NETAFIM TLCV4-12 UNCONNECTED PIPE CROSSING E— POINT —OF —CONNECTION ASSEMBLY ❑M WATER METER AND CURB STOP ASSEMBLY C BACKFLOW PREVENTION ASSEMBLY: FEBCO 825—YA N ISOLATION GATE VALVE ASSEMBLY c QUICK COUPLING VALVE ASSEMBLY i REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100—B—COM <VLr FLUSH CAP ASSEMBLY INDICATES CONTROLLER AND STATION NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 1" �� INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP—UP HEIGHT (4—INCH UNLESS OTHERWISE NOTED) U IRRIGATION CONTROLLER UNIT e ■ POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/8 i • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/10 • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/12 • POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/15 - POP—UP SPRAY SPRINKLER: RAIN BIRD 1804—SAM—PRS W/15SS )IN BUBBLER ASSEMBLY RAINBIRD 1401 SERIES IN ROOTWATERING SYSTEM ** REFER TO SHEET 15 FOR FULL IRRIGATION LEGEND Irrigation record drawing prepared by: M Ld:'!:i�`c?:1? A`Gh1;,�I6lC '^'ii!_?iEOt< OeStUtt HINESIRRIGATION CONSUL TAN TS, INC. SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SURE 204 FORT COWNS• COLORADO 80526 Telephone: 970.282.1800 30 15 0 30 Fax: 970.226.4662 SCALE: 1 ' = 30' APPROVED BY: JRH CHECKED BY: DATE: MLP 1 05.01.09 HARMONY & SHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS SHEET 14 OF 17 C1 - 298 4 STATION 53 + 00 TO 88 + 00 • DATE: . -ct 'Record Drawing • •• IRRIGATION LEGEND f27..0 SLEEVES: SCHEDULE 40 PVC EXISTING ROADWAY SLEEVES: SCHEDULE 40 PVC MAINLINE PIPE: CLASS 200 PVC 1.25-INCH SIZE UNLESS OTHERWISE INDICATED EXISTING IRRIGATION MAINLINE TO REMAIN LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC 1-INCH SIZE UNLESS OTHERWISE INDICATED L�j LATERAL PIPE TO POINT -SOURCE EMITTERS: UV RADIATION RESISTANT POLYETHYLENE 3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC L`I SUPPLY HEADER TO INLINE TREE RINGS: 8PSI RATED POLYETHYLENE 3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE NOTED ( 1 INLINE DRIP RING ASSEMBLY: NETAFIM TLCV4-12 -� UNCONNECTED PIPE CROSSING POINT -OF -CONNECTION ASSEMBLY 0 WATER METER AND CURB STOP ASSEMBLY BACKFLOW PREVENTION ASSEMBLY: FEBCO 825-YA N ISOLATION GATE VALVE ASSEMBLY c QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEB (SIZED PER PLAN) ® REMOTE CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ-100-B-COM <$Vls FLUSH CAP ASSEMBLY INDICATES CONTROLLER AND STATION NUMBER (X=EXISTING Al CONTROLLER PER OWNER) 14 INDICATES LATERAL DISCHARGE (GPM) 1" INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) IRRIGATION CONTROLLER UNIT: CONTROLLER A: RAINBIRD ESP16LXM: 16 STA. USED CONTROLLER B: AQUACONSERVE ET-12B: 8 STA. USED CONTROLLER C: RAINBIRD ESP12LXM: 10 STA. USED CONTROLLER D: RAINMASTER EAGLE RME30EC: 10 STA. USED ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q-0.26 H-0.52 F-1.05 m 0 POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 A • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES FLOW (GPM): Q-0.65 H-1.30 F-2.60 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): Q-0.93 H-1.85 F-3.70 • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 W BUBBLER ASSEMBLY RAINBIRD 1401 SERIES IN ROOTWATERING SYSTEM PRESSURE 30 PSI FLOW: 0.25 GPM DESIGNER'S NOTE: CONTRACTOR SHALL HAND WATER ANY EXISTING LANDSCAPED AREA DISTURBED BY CONSTRUCTION THAT CANNOT BE PROVIDED IMMEDIATE IRRIGATION, TO INSURE LANDSCAPE WATER REQUIREMENTS ARE MET. INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 61 PSI, AT A MINIMUM DISCHARGE OF 10 GPM AT EACH 0.75-INCH POINT -OF -CONNECTION, AND A MINIMUM FLOW OF 25 GPM AT EACH 1-INCH (P.O.C.) VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. CONSTRUCTION NOTES PUBLIC W W TROUTMAN PARKWAY w N W Z N WAKE OJ OJ > RKe � Z W > Q Q' ROBIN W W W N W LANE N OR/VF'NG ow GPyA F° m F W W Ul J U W WAKE Z > ROBIN U O LANE w RMONYROAD > w > w aw m ui ° iW Z> A� ¢¢ 0 oK W W ItU� W-m W° mG A� Z Oa F ILL r o IL FRCC W O w i 0 = U ENTRANCE _2 m 'r U m LS SHFORD COURT 1 7. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING WITHIN MEDIANS. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. 8. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 9. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME 10. NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. INSTALL TWO (2) #14 AWG CONTROL WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES INCASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. ROADWAY SLEEVES WERE INSTALLED DURING ROAD IMPROVEMENTS PACKAGE. OTHE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER, INSTALLED BY OTHERS, AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTION UNIT AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. 2O PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. O3 IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY. INSTALL IRRIGATION COMPONENT WITHIN LANDSCAPED AREA. 1603 Oakridge Drive f Landscape Architecture n Fort Collins, CO80525 CITY OF FORT COLLINS, COLORADO F6rtCottin Urban Design Graphic Design axo(970) 223-1827 77 ENGINEERING DIVISION MLP HINES IRRIGATION CONSUL TA NTS, INC. SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Fox: 970.226.4662 MLP SCALE: DATE: 1 "=30' 05.01.09 JRH CHECKED BY: DATE: MLP 05.01.09 CONSTRUCTION NOTES PRIVATE OIRRIGATION CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AT THE APPROXIMATE LOCATION SHOWN. INSTALL NEW VALVE AND ROUTE NEW LATERAL LINE AS INDICATED. A BATTERY OPERATED CONTROL MODULE SHALL BE UTILIZED FOR THIS VALVE. SEE IRRIGATION DETAIL #5 FOR CONTROLLER MODEL NUMBER. OB EXISTING 0.75-INCH IRRIGATION TAP IS CURRENTLY LOCATED APPROXIMATELY 1,000' SOUTH OF HARMONY INTERSECTION. TAP SHALL BE ABANDONDED AT THE WATER LINE PER WATER DISTRICT SPECIFICATIONS AND REQUIREMENTS. THE RELOCATED IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE AT THE APPROXIMATE LOCATION SHOWN. INSTALL IRRIGATION WATER TAP, METER, AND BACKFLOW PREVENTION UNIT AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. INSTALL TAP AND METER PER DISTRICT CODES. CONTACT JAY EAST AT 226-3104 TO COORDINATE RELOCATION. OC IRRIGATION CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AT THIS APPROXIMATE LOCATION. MAKE NEW MAINLINE CONNECTION (SIZE AS SHOWN) AND INSTALL NEW VALVES WHERE INDICATED. ROUTE NEW MAINLINE AND LATERAL LINES AS INDICATED. CONTROL FOR NEW VALVES SHALL BE SERVED FROM EXISTING PRIVATE CONTROLLER, CONTRACTOR SHALL TEST WIRE CONTINUITY PRIOR TO CONSTRUCTION. COORDINATE WITH GENERAL CONTRACTOR AS NECESSARY FOR INSTALLATION. OD PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. OCONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT THE APPROXIMATE LOCATION SHOWN. CONNECT NEW MAINLINE AND ROUTE AS INDICATED. INSTALL NEW WIRES FROM UPGRADED CONTROLLER WITH MAINLINE. OF CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION CONTROLLER AND WIRES AT THE APPROXIMATE LOCATION SHOWN. REMOVE EXISTING CONTROLLER AND INSTALL UPGRADED CONTROLLER PER LEGEND. INSTALL ADDITIONAL WIRES AND ROUTE AS INDICATED ON PLANS IN COORDINATION WITH FRCC MAINTENANCE STAFF. OG CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AT THE APPROXIMATE LOCATION SHOWN. INSTALL NEW REMOTE CONTROL VALVE ASSEMBLY AS INDICATED AND PER DETAILS. UTILIZE NEW CONTROL WIRES ROUTED NEXT TO EXISTING MAINLINE. RECORD DRAWING DATE: 11119109 30 15 0 30 60 SCALE: 1 " = 30' Irrigation record drawing prepared by. ,• ��9'�u i A!�^IA[3itis .<[::tl� �ti:1i:iN ' : ^ttY}fl#q1t• }L`\tOl� Q\\ : ��• sai.3ssa HARMONY & SHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS HEET 15 OF 17 C 1 r� [Aa EXPANDED METAL ENCLOSURE: STRONGBOX SBBC-30AL VALVE BOX WITH COVER: CARBON SERIES, MODEL 910 30-INCH LINEAR LENGTH OF WIRE, COILED REDUCED PRESSURE BACKFLOW PREVENTER: �-- i az"' WITH IRRIGATION COMPONENT (GV). VALVE BOX WITH COVER: ARMOR 181104 WATER PROOF CONNECTION (1 OF 2) 3/4-INCH, APOLLO 40-200 SERIES FINISH GRADE BRAND LID WITH VALVE "QC" CHRISTY ID TAG VALVE BOX WITH COVER: ARMOR 170128 BRAND LID WITH VALVE NUMBER REMOTE CONTROL VALVE: BRASS UNION FINISH GRADE RAIN BIRD PEB SERIES 3/4-INCH MALE ADAPTER WITH PVC CAP 4-INCH PVC CL 200 PIPE (LENGTH / QUICK COUPLING VALVE: RAIN BIRD 5LRC (SIZED AS SHOWN ON DRAWINGS) AS REQUIRED 1-1/4-INCH TYPE L COPPER o o° 3-INCH MINIMUM DEPTH OF 3/4-INCH STAINLESS STEEL HOSE CLAMP (1 OF 2) FINISH GRADE/TOP OF MULCH 1/2-INCH SLEEVE (1 OF 2) FINISH GRADE WASHED GRAVEL + BRICK (1 OF 2) 2"x2"x24" REDWOOD STAKE 3"+MIN. 6-INCH CONCRETE PAD, 6-INCHES LARGER THAN 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL !_ ENCLOSURE (EACH SIDE) _ oo DO o oho BRICK (1 OF 2) 0 0 00 0 o PVC BALL VALVE SCH 40 PVC MAINLINE TO MASTER VALVE - GATE VALVE. MATCO BRAND 4 SOLID WEDGE, SQUARE OPERATING NUT, SCH 80 PVC NIPPLE, TOE (LENGTH VARIES) PVC SCH 40 EL 1-1"-INCH SCH 40 PVC MALE ADAPTER COPPER FEMALE ADAPTER IPS THREADS, NON -RISING STEM (SIZED TO MATCH MAINLINE) PRE -FABRICATED SWING JOINT: LASCO N0. G131-208 00 BRICK 1 OF 4) o 0 00 1-1"-INCH TYPE K COPPER FROM METER NOTES: -� PVC MAINLINE E:40° PVC SCH 80 PIPE (LENGTH AS REQUIRED) 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. o p NO, 4 REBAR t PVC MAINLINE PIPE PVC MAINLINE 2. SLOPE TOP SURFACE OF PAD AT 0.5 X WITH BROOM FINISH. MAKE PIPE SLEEVES WITH 4 a 1-1/2 INCH LARGER DIAMETER PIPE THAN PENETRATING PIPE SIZE. NOTES: CONCRETE PVC SCH 40 TEE OR EL 3. ALL HINGED CONNECTION LOCATIONS AND HARDWARE TO BE TAMPER PROOF. L 4. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. SCH 40 PVC TEE OR EL WITH FPT OUTLET LOOP 1' OF 2 SPARE WIRES IN VALVE BOX 2. VALVE SHALL CONFORM TO AWWA C509 STANDARDS. PVC SCH 40 MALE ADAPTER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BACKFLOW PREVENTER 2 GATE VALVE 3 QUICK COUPLING VALVE REMOTE CONTROL TURF ASSEMBLY ASSEMBLY ASSEMBLY 4 VALVE ASSEMBLY SPRAY NOZZLE, PER PLAN: 30-INCH LINEAR LENGTH OF WIRE, COILED SEE LEGEND FOR MODEL ( , IRRITROL DDCWP BATTERY OPERATED SOLENOID WATER PROOF CONNECTION (1 OF 2) DIFFUSER BUG CAP: FINISH GRADE/TOP OF MULCH CHRISTY ID TAG RAIN BIRD MODEL DBC-025 CHRISTY ID TAG: WITH STATION ID VALVE BOX WITH COVER: ARMOR 170128 1/4-INCH TUBING STAKE: FINISH GRADE/TOP OF MULCH 4—FINISH GRADE/TOP OF MULCH BRAND LID WITH VALVE NUMBER RAIN BIRD j�TS-025 UPS POP-UP SPRAY BODY: VALVE BOX WITH COVER: ARMOR 190106 1/4-INCH DISTRIBUTION TUBING WITH AND 'PRY' FEATURES V MN. BRAND LID WITH VALVE NO. REMOTE CONTROL VALVE: RAIN BIRD REMOTE CONTROL VALVE: " SEE LEGEND FOR MODEL PEB SERIES W/DC LATCHING SOLENOID. MI RAIN BIRD PESB SERIES MULCH BED PVC BALL VALVE (SIZED SHOWN ON DRAWINGS) PVC SCH 40 EL (1 OF 2) PVC BALL VALVE PVC SCH 80 NIPPLE PVC SCH 40EL(1 OF 2) - - -- - ------------ 1 2-INCH MALE NPT x .490 INCH BARB / (LENGTH AS REQUIRED) APPROVED GEOTECH FILTER FABRIC #*PVC APPROVED GEOTECH FILTER FABRIC (EXTEND 10" UP BOX WALL) - - - - - - - - - - - - - - - - - - — - - - - - - ELBOW: RAIN BIRD MODEL SBE-050 EXTEND 10" UP BOX WALL. �0% 0 0 _ _ _ _ _ _ _ _ _ _ _ _ _ BRICK (1 OF 4) BRICK(1 OF 4) - - -- --- -- ------ - PVC SCH 80 PIPE (LENGTH AS REQUIRED) - - - - - - - - - - - - - MAINLINE PVC MAINLINE ______________ PVC LATERAL PIPE PVC SCH 40 TEE OR EL PVC SCH 40 TEE OR EL LOOP 1' OF 2 SPARE WIRES IN VALVE BOX _ \ 3.0-INCH MINIMUM DEPTH OF - 3/4-INCH WASHED GRAVEL 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL '\�'\ FINSH GRADE PVC SCH. 40 TEE OR EL PRESS. REGULATOR & Y-STRAINER PRESSURE REGULATOR & Y-STRAINER: RAIN BIRD NO. PSI-M4OX AND RAIN BIRD NO. PSI-M3OX AND DRIP LATERAL PIPE SWING PIPE, 12-INCH LENGTH: QKCHK-100 RBY-100-200MX RAIN BIRD SP-100 NOTE: DRIP EMITTER 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH HOSE CLAMPS. PLACE CLAMPS (REFER TO SPECIFICATIONS) NOTE: CONTRACTOR SHALL USE IRRITROL DDCWP FOR CONTROL OF ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. PINCH CLAMPS ARE NOT NEW VALVE AS INDICATED FOR CHURCH ONLY.. ACCEPTABLE.2. UTILIZE RAIN BIRD PESB XCZ-100-COM DRIP VALVE ASSEMBLY. 5 4-INCH POP-UP SPRAY &BATTERY OPERATED DRIP 7 REMOTE CONTROL DRIP SINGLE OUTLET DRIP SPRINKLER ASSEMBLY ONTROL VALVE ASSEMBLY VALVE ASSEMBLY 8 EMITTER ASSEMBLY LANDSCAPE, BY OTHERS VALVE BOX WITH COVER: ARMOR 181104 BRAND LID WITH "FC" IIMM oo oo EE oo N PRFESSUREFINSICATORRSETN/ FINISH GRADE/TOP OF MULCH FLUSH CAP: AGRIFIM MODEL CETC-34 3/4-INCH COMPRESSION FIT CROSS - -------------- THREADED CAP -------------- -----_-____-_ _____ ------------- _______ DRIP TUBING LOOP RECORD DRAWING 0O 3-INCH DEPTH OF 3/4-INCH o 0fa��:>o o DATE: 11119109 oohWASHED GRAVEL 0 BRICK (1 OF 2) DRIP IRRIGATION TUBING 3/4-INCH DRIP LATERAL PIPE NOTE: �� QQgg � � RE REACHES 10 PSI OR M ICTRA�ORHATTO INTALL RE. NOTE: 3/4-INCH COMPRESSION EL 2. ICAT INkNVISIBLE AREA 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF BOX DURING BLOWOUT. 9 DRIP INDICATOR FLUSH UNIT ASSEMBLY INESIRR/0AT10NCONSUL TANTS/ INC. �� aysnw 0f11/1 AAp MAT�t rAwta r autYlCa<t A EMBLY (POINT SOURCE ONLY) 323 W. DRAKE RD, SUITE 204 FORTDOWNS,80526 Telephone: 970.282.18262.1600 Fox: 970.226.4662 REVISIONS: DATE: N, DESIGNED BY: DRAWN BY: APPROVED BY: SHEET tort 011ins, a Drive Architecture Fort Collins, COo525 Landscape Urban Urban Design CITY OF FORT COLLINS, COLORADO CityofMLP Fort Collins MLP JRH HARMONY &SHIELDS 16 Graphic Design ( 0) 223-7 77 SCALE: DATE: CHECKED BY: DATE: hone ENGINEERING DIVISION LANDSCAPE & IRRIGATION IMPROVEMENTS OF 1"=30' 04.10.09 MLP 04.10.09 17 C1 - 298 r- C.2 4— INCH GRATE 1401 BUBBLER ASSEMBLY VALVE BOX WITH COVER: ARMOR 181104 POLYETHYLENE HEADER ROOT WATERING SYSTEM: RAINBIRD RWS—B—C-1401 FINISH GRADE/TOP OF MULCH AIN W/4" X 36" CANNISTER TEE / c / FITTING SWING PIPE ASSEMBLY \ / RAIN BIRD SWING PIPE WITH SWING ELLS // LINE FLUSHING VALVE: NETAFIM TECHLINE CV TCLV4-12 TUBING MODEL TLFV-1 SECTION POLY DRIP LATERAL EMISSION POINT TREE ROOTBALL PLAN ESTIMATED DRIPLINE 00 o Oo O O c0 00 00 NETAFIM TECHLINE \ OF MATURE TREE o0 o O o (�oo Oo O O Oo TO PVC SUPPLY HEADER �- DRIP LATERAL o0 0 � Oo 0 0 ROOT BALL 0 RLF LINE FLUSHING RAIN BIRD RWS—B VALVE W/ GRAVEL BRICK (1 OF 2) EQ. SPACING RAIN BIRD SWING PIPE TECHLINE TEE 3—INCH DEPTH OF 3/4—INCH WASHED GRAVEL &ROOT WATERING SYSTEM 14 INLINE DRIP RING 15 INLINE DRIP RINGITH BUBBLER ASSEMBLY ASSEMBLY (RIDGE TREES) ASSEMBLY (RIDGE TREES) '-w�RAIN SENSOR: MINI—CLIK II SET ADJUSTMENT TO RAIN/TEMPERATURE SENSOR: AQUA A LABEL CONTROLLER WITH 4" HIGH VINYL 1/8TH—INCH. MOUNT SECURELY TO ROOF WITH CONSERVE RTS-2. SET ADJUSTMENT TO LETTERING. (LABEL PER PLAN) ALUMINUM SCREWS UNDER OVERLAPPING SHINGLE. 1/8TH INCH. MOUNT SECURELY TO POST PEDESTAL MOUNT CONTROLLER: RAINBIRD ESP—LXM WITH ET CATRIDGE AND RAIN TIPPING BUCKET WALL MOUNTED CONTROLLER RAINMASTER WALL A LABEL CONTROLLER WITH 4" HIGH VINYL V 120 VOLT, 15 AMP 3—PRONG RECEPTACLE 'O EAGLE CONTROLLER PER LEGEND (FRCC) LETTERING. (LABEL PER PLAN) 3' COIL OF ALL SPARE WIRES STORED WITHIN PVC CONDUIT FOR CONTROL WIRES TO CONTROLLER: AQUA CONSERVE PER LEGEND PEDESTAL, USE WIRE TIES TO SECURE COILS LANDSCAPED AREA 24" X 18" X 18" CONCRETE FOOTING FOR MINIMUM 10 FT.� MINIMUM 10 FT. PEDESTAL ASSEMBLY, ROUTE 120V AC 120 VOLTCONDUITPOWER SUPPLY WIRES IN (00 I NOTES: ELECTRICAL POWER, COMMON AND CONTROL PVC SWEEP ELL METAL PVC SWEEP ELL WIRES THROUGH CONDUIT AS SHOWN 1.5" SIZEHI #6 BARE COPPER GROUNDING WIRE IN 1.5" SIZE METAL CONDUIT 1. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER 6X6 TREATED REDWOOD POST TO PRODUCT LITERATURE MULCH BED MINIMUM15FEET FOR ADDITIONAL INSTALLATION REQUIREMENTS. FINISH GRADE — FINISH GRADE 2. INSTALL GROUNDING ROD AT LEAST 8' FROM CONTROLLER FOR . , .. .. _ FLU �ll—��I��=fr PVCsuEEPELL SURGE PROTECTION. Is^ SIZE 3. UTILIZE PAIGE ELECTRIC "ONE—SHOT" WELDING KIT, PART NUMBER DIRECT BURIAL CONTROL WIRES TO 1820037. --*--CONTROL WIRES TO ELECTRICAL VALVES CONTROL VALVES FINISH GRADE 4. INSTALL ONE (1) DRIP EMITTER FROM NEAREST DRIP VALVE IN VALVE PVC SWEEP ELL BOX HOUSING GROUNDING ROD. 116 BARE COPPER GROUNDING WIRE TO BRONZE CLAMP COPPER GROUNDING WIRE TO BRONZE CLAMP. " COPPER CLAD GROUNDING ROD (5/8" X 8') PAIGE ELECTRIC PART NUMBER 182007. NOTES: COPPER CLAD GROUND ROD (5/8" X 8') CONTROL WIRES TO ELECTRICAL VALVES 1. INSTALL ALL WIRING PER LOCAL ELECTRICAL CODES. PAIGE ELECTRIC PART NUMBER 182007. #6 BARE COPPER GROUNDING WIRE TO 2. INSTALL GROUND ROD WITHIN IRRIGATED TURF AREA. IF IRRIGATED TURF AREA IS NOT IN CLOSE BRONZE CLAMP PROXIMITY TO CONTROLLER, INSTALL ONE (1) DRIP EMITTER FROM NEAREST DRIP VALVE IN VALVE COPPER CLAD GROUNDING ROD (5/8" X 8') BOX HOUSING GROUNDING ROD. PAIGE ELECTRIC PART NUMBER 182007. �� PEDESTAL MOUNT CITY 17 WALL MOUNT CONTROLLER �$ PEDESTAL MOUNT CONTROLLER CONTROLLER ASSEMBLY ASSEMBLY (FRCC) ASSEMBLY (RIDGE) MAINLINE, LATERAL, LATERAL PIPE PIPE AND WIRE & 24—V WIRE SLEEVING FIN. GRID. rl CONIC. SLAB d. • a a d 18" 24" 411 1 1 4„ NOTES: 24 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. �' 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. "SNAKE" UNSLEEVED PLASTIC RECORD DRAWING 4 PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN ' 4" PIPES. DATE: 11119109 4 3. ALL 120—V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. TAPE Q. AND BUNDLE 24—V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION 4 OVER 30 DEGREES. ® EXCAVATED MATERIAL PIPE WIRING BEDDING &COVER MATERIAL SLEEVE SLEEVE � 9 TYPICAL TRENCHING NINES IRRIGATION CONSULTANTS, INC. DETAIL� 323 W. DRAKE RD, SURE 204 FORT COWNS, COLORADO 80526 Telephone: 970.282.1800 Fax: 970.226,4662 REVISIONS: DATE: 1603 Oakridge Drive DESIGNED BY: DRAWN BY: APPROVED BY: SHEET Landscape Architecture Cityof MLP MLP JRH HARMONY & SHIELDS 1'7 Urban Design Fort Collins, CITY OF FORT COLLINS, COLORADO Fort Collins Graphic Design phone 7(97202327 2283-7 77 ENGINEERING DIVISION '"\,_/"'-,. sCALE: DATE: CHECKED BY: DATE: LANDSCAPE & IRRIGATION IMPROVEMENTS OF fax 1"=30, 04.10.09 MLP 04.10.09 17 C1 - 298 co U�4 N i HARMONY ROAD �EX EDGE OF ASPHALT PROPOSED CURB & GUTTER EX BOX CULVERT PROPOSED BOX CULVERT EXTENSION PROPOSED SIDEWALK F- - d ° d ° -----C FF) a 1 X X X EX RIGHT OF WAY STMH 3�� mos '\ PROPOSED STORM SEWER \ REALIGNMENT PROPOSED HEADWALL I l THE RIDGE P.U.D EX PROPERTY LINE w� PROPOSED RAISED MEDIAN STMH 1 , •� � N � momm EX IRRIGATION HEADGATE\ & CULVERT TO BE REMOVED r' EX ELEC & FIBER OPTIC TO BE RELOCATED AS NECESSARY �i - v-- �- rO - ° —tea- a-- - a u - F-° -- IN �STMH 2� X PROPOSED HEADGATE & IRRIGATION PIPE x �' cu I p"OPA �H & TYPE 15 r OF- w,q y t ,35 � APPROX. CL OF CANAL i mmo X � �- �" 0" 510 o Ln o J .J Qo o 510 + z� �Z No �o zo \ rho >-D z 0 ,Q =��Q � Q z� II i zz \ �< >z U u~c~n�zz �» uncnrzz F // cnv>�L�_ Z 4 W aC / 510 d� _ 510 1 IL \ EX 15 " �------------- --- EX 15 " SD —5095 48.2 LF 15" SD 36.3 LF 15" SD — — — — — — — — — — — @ Q �0l @ 0.2-9-1 0.35q — 0.209 PROPOSED BOTTOM OF CANAL (95.6±) 11 +00 10+50 10+00 10 0 10 SCALE: 1 " = 20' 20 RECORD DRAWING DATE: 11 /11 /09 XX.X XX.XX DENOTES RECORDED DATA PER CITY OF FORT COLLINS SURVEY DEPARTMENT. HARMONY ROAD IMPROVEMENTS PV&L CANAL BOX CULVERT EXTENSION SCALE • 1 II = 201 DATE: JANUARY 'I 1, 2008 33441 r' S�ONAL ECG SHEET 'I OF 'I C1 - Z?o Q1 - 298 c N ARAPAHOE FARM TOWNHO = ,. P.U.D. *00 SEED MD(- TYPE 1 \ REPAIR DISTURBED AREA \ � : - CENTER EACH TREE WITHIN BEHIND SIDEWALK TO ; ., PARKWAY (TYPICAL) _ 19+00 MATCH EXISTING CONDITION _. . EXISTING LIGHT POLE 20+ 0 0 IRRIGATED FESCUE ------------ 3 - QU MU :...; SOD MIX + 21+00 REPAIR AND RE-SODDISTURBED AREA � - 4dp • ' ADJACENT NEW SIDEWALK TO MATCH EXISTING CONDITION + _ a\ _ ` \\ ..:•. SEED MIX TYPE 1 HRM AONY RIDS/E P.U•D. ' - - : ' :: , tea: - "#&W REPAIR DISTURBED AREA LL BEHIND SIDEWALK TO MATCH EXISTING CONDITION NIM 1 - PY CA TR � NEW LIGHT POLE sTAmoH 1 S + 72 To 22 + 00 .......` "'"" CA LOCATE TREE 8' SOUTH OF NEW BY OTHERS EXISTING DETENTION SIDEWALK (TYPICAL) z i I TRANSITION FROM NEW SOD TO EXISTING SOD SHALL BE LEVEL AND UNINTERRUPTE s� 4(7 r. a (ITMLAq IRRIGATED FESCUE 0 5 - GL TR SOD MIX 25+00 am SEED MIX - TYPE T 23+00 1 _ pY pe 24+00 REPAIR DISTURBED AREA CENTER EACH TREE WITHIN BEHIND SIDEWALK TO PARKWAY (TYPICAL) MATCH EXISTING CONDITION. = 5 - PY CA 3 PY CA \ - E I, o", LOCATE TREE A MIN. OF 8' SOUTH OF NEW EDGE OF EXIST. SIDEWALK, NORTH OF EXIST. GRAVEL (1YPICAQ GRAVEL PARKING LOT THE INTERNATIONAL CHURCH OF THE FOUR SQUARE GOSPEL STATION 22 + 00 TO 29 + 00 • GimphlicDollp THE RIDGE P.U.D. 16W OdaWp Drin Fort Carr., CO Sow 8 27 REGENCY PARK SECOND FILING SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION 26+00 NEW LIGHT POLE BY OTHERS POND THE INTERNATIONAL CHURCH OF THE FOUF SQUARE GOSPEL CENTER EACH TREE WITHIN THE RIDGE P.U.D. M1 LV l L✓ J-MIL I LI\\•L "DESIGNED BY: DRAWN BY: 'APPROVED BY: CITY OF FORT COLLINS, COLORADOt1�in SCALE: Cl[yo� BHA I BHA DATE: CHECKED BY: DATE: ENGINEERING DIVISION 05.14.09 W� Mum Qw rb NORTH 30 15 O 30 60 SCALE: 1 " 30' RECORD DRAWING DATE: 11119109 NOTE: 1. SEE SHEET 8 OF 17 FOR TLANT UST AND GENERAL NOTES. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. 3. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND'. HARMONY & SHIELDS LANDSCAPE & IRRIGATION IMPROVEMENTS G1 - 298 3 OF 17 9 FORT COWNS SECOND AND HARMONY P.U.D. RIP -RAP BY OTHERS SEED MD(- TYPE T \ L.D.S. CHURCH NEW LIGHT POLE REPAIR DISTURBED AREA BEHIND SIDEWALK SEED MIX - TYPE 1 BY OTHERS \ REPAIR DISTURBED AREA BEHIND SIDEWALK IRRIGATED FESCUE NEW LIGHT POLE TO MATCH EXISTING CONDITION c CENTER EACH TREE WITHIN — _ \ TO MATCH EXISTING CONDITION SOD BY OTHERS PARKWAY (TYPICAL) — � \ \, o � � / \ ;,� \r .Y.. ��.,'.-.Y.. W z a IA %.---------------- CAEREACH TREE BETWEEN BACK OF -- CURB 5 CASP on IRRIGATED FESCUE i1YPI or. - - 44 -AC MO}--�."-`3"..°`."`'."..�.`'''.`�..`�' UWETS�CAPE BOULDERS W SOD MIX HARMONY ROAD 27 - CA KF �•._� �_ �.. 00 - __- - - T TYPE 1 AGGREGATE 33 - HE RA - 35+00 — 00 -- -- -- T 32+00 34+00 r - - s - - - .�� 30+00 Y Y Y RAY - �.A 33+00 NEW LIGHT POLE C 46' 4d BY OTHERS CITY OF FORT COW NS RECYCLED 2 - PY CA 8 - MA RA 7d WOOD MULCH, 3- DEEP 5 - UL JA CENTER EACH TREE WI 3d 44 [TYPICAL) PARKWAY (TYPI,ACALJSEED MIX- TYPE 2 - 4 40' 62' 40 4d y ' ` l<l' (TYPICAL) 3 - QU BU „ • „ • .- - I ALL lu l L„ .11,u u1. „•.Illy, ",1 +.. ..I I, ll ....-U ....Il-il.. „u �IUI,,,, lu' ,ill,. ,•R „_ .., I, �. r[. .: a :, ii ; lN, ��i Ill,l: ��, I.. 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",I 'llll,II"„ �, 7, ',, ,,, r., ., ,i, n ':i I1 ��,, ,.,. I 1, 14M ii,,, it,iit C IN I.'. �,,' II. •. •. '. �,,,1 n .Ill n ^ .Ill ,II�, I-•, �, �, ,, ,, ,il. ,,, ,,, Il :',, .,, .,,; �.l'. , �ll,l I�,III ' , „„ l'.:',:Ilu' N I,;L„ rl .,,,,,:ll :::Ill :i,,.' , ,u — I PARKWAY EACH jH �I n u 1 y- : 1 n u n ENTER r -� ..:::1. i '''..l i1' n n I�� , SEED. RELOCATED 3-RAIL FENCE RELOCATED 3-RAIL FENCE Q RIP -RAP BY OTHERS ' 2 �n ,Ili I �, �, n •---*,i�,l I '��Ill II�'�� it it:III I II illiI, l`1 it 'Il �I11, ll Ill Il '�'�I II I RIP -RAP BY OTHERS \ u u STATION 29 + 0.Q.0 THE RIDGE P.U.D. IRRIGATED FESCUE SOD MIX LANDSCAPE BOULDERS - (13 - j TON,14 - I'TON) AS CITY OF FORT COLLINS RECYCLED - 0 3 00 WOOD;MULCH, 3' DEEP 30 __7 7— 4 - UL JA Fvw CENTER EACH TREE BETWEEN BACK OF CURB (TYPICAL) PINEYIEW P.U.D. PHASE 11 SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION 3-MAVE 30 - AC MO 26 KF [---SEED MIX -TYPE 1 / REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION OHL f CA TYPE 1 AGGREGATE (L) 15 - HE RA 7 39+00 40+00 ---� - --- - - ... - 41+00 --- ----------- Li IRRIGabN P.O.C. RE: IRRIGATION DWGS. 53' SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION 4d 40 TRANSITION FROM NEW SOD TO EXISTING SOD SHALL BE LEVEL AND UNINTERRUPTED NEW LIGHT POLE 40- �I \' BY OTHERS r , Z SEED MDG TYPE 2 \ EXISTING CONC. x " DITCH HEADWALLzl THE RIDGE.' s P.U.D. STATION 36 + u. BU11.MI ' k 00 TO 43+00 2-QUBU IRRIGATED FESCUE REPAIR AND RESOD DISTURBED SOD MIX AREA ADJACENT NEW SIDEWALK . TO MATCH EXISTING CONDITION 42+00 =13 f - - + HARMONY ROAD 'R WESTBURY P.U.D. I ST FWNG wAKa Rory NORTH 30 15 0 30 SCALE: III e 30' RECORD DRAINING DATE: 11119109 NOTE: Dis 1. SEE SHEET 8 OF 17 FOR TLANT UST AND 'GENERAL NOTES'. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. 3. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND. i � 1 i t i t t t DESIGNED BY: DRAWN BY: APPROVED BY: "SHEET REVISIONS: DATE: IGO O@Mgp Dom. HARMONY & SHIELDS 4 LiidiaiP' � FmCAMmCOS sus CITY OF FORT COLLINS, COLORADO FCity Loin BHA BHA �� �1�ZU. SCALE: DATE: CHECKED BY: DATE: LANDSCAPE & IRRIGATION IMPROVEMENTS OF fix (9M223-IW ENGINEERING DIVISION 05.14.09 17 C1 - 298 CO N 1 Z 3 Z LANDSCAPE BOULDERS - (5 - j TON. 3 -1 TON) 26 - AC MO 26 - PEAL 17 - HE RA -7 0 nmrMKMYP.U.D. f ST FWNG PINEVIEW P.U.D. PHASE 11 SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION , TYPE 2 AGGREGATE - — — CITY OF FORT COW NS 5 - PY CA RECYCLED WOOD 29 - CA KF 30 - AC MO +00 MULCH, 3' DEEP 25 - CA CL_1126 - PEAL 45+00 23 - HE RA TYPE 1 AGGREGATE STATION 43+00 TO 48*75 IREA SEE SHEET 7 R SHIELDS STR E ET IMPI NrM C H T 6 ESCUE^ III II' Z i HARMONY ROAD 46+00 47+00 48+00 47' d ii E SHEET 7 FOR CENTER EACH TREE BETWEEN BACK Of SHIELDS STREET CURB [TYPICAL) I APROVEMENTS 51+00 52+00 53+00 ��ARMONY' �ZOAD - 2-GYDI 2.5' cal. STATION 80 + 84.84 TO 89 + 00 R S .:: I! `. SEED MIX -TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK I TO MATCH EXISTING CONDITION IL m THE WOODLANDS CONDOMINIUMS P.U.D. REPAIR AND RE -SOD DISTURBED AREA 12 - CA CL BEHIND NEW CURB & GUTTER TO 26, AC MO MATCH EXISTING CONDITION FRONT RANGE COMMUNITY COLLEGE 15-CACL 3-PYCA 32 - CA KF 21 - PEAL 2 - MA VE 54+00 TYPE 1 AGGREGATE 20 - HE RA 55 0 32' 100' CENTER EACH TREE BETWEEN BACK OF CURB (TYPICAL) Know wttatt below. Call befom you � OWN � i LANDSCAPE BOULDERS (6 - j TON, 7 - i TON) HARMONY ROAD 125' 56+00____— 30 -P AGGREGATE BUCART _D1SPIAY--; WITH DOUBLE CURB BY OTHERS RIP -RAP BY Immmmmom w COL* rh NORTH 30 15 0 30 : 1110 30' NOTE: me 1. SEE SHEET 8 OF 17 FOR'PLANT UST AND GENERAL NOTES'. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. 3. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND. RECORD DRAWING DATE: 111191109 (TYPICAL) c W Z I REVISIONS: DATE: _IrDESIGNED BY: DRAWN BY: APPROVED BY. SHEET `iidi" � Fmc� WO CITY OF FORT COLLINS, COLORADO 6rtCot in BHA I BHA HARMONY &SHIELDS O 1 ��� q,a„M�.1 SCALE: DATE: CHECKED BY: DATE: LANDSCAPE & IRRIGATION IMPROVEMENTS OF ,(„���.1�, ENGINEERING DIVISION I 05.14.09 I 17 C1 - 298 HARMONY ROAD 46+00 47+00 48+00 47' d ii E SHEET 7 FOR CENTER EACH TREE BETWEEN BACK Of SHIELDS STREET CURB [TYPICAL) I APROVEMENTS 51+00 52+00 53+00 ��ARMONY' �ZOAD - 2-GYDI 2.5' cal. STATION 80 + 84.84 TO 89 + 00 R S .:: I! `. SEED MIX -TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK I TO MATCH EXISTING CONDITION IL m THE WOODLANDS CONDOMINIUMS P.U.D. REPAIR AND RE -SOD DISTURBED AREA 12 - CA CL BEHIND NEW CURB & GUTTER TO 26, AC MO MATCH EXISTING CONDITION FRONT RANGE COMMUNITY COLLEGE 15-CACL 3-PYCA 32 - CA KF 21 - PEAL 2 - MA VE 54+00 TYPE 1 AGGREGATE 20 - HE RA 55 0 32' 100' CENTER EACH TREE BETWEEN BACK OF CURB (TYPICAL) Know wttatt below. Call befom you � OWN � i LANDSCAPE BOULDERS (6 - j TON, 7 - i TON) HARMONY ROAD 125' 56+00____— 30 -P AGGREGATE BUCART _D1SPIAY--; WITH DOUBLE CURB BY OTHERS RIP -RAP BY Immmmmom w COL* rh NORTH 30 15 0 30 : 1110 30' NOTE: me 1. SEE SHEET 8 OF 17 FOR'PLANT UST AND GENERAL NOTES'. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. 3. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND. RECORD DRAWING DATE: 111191109 (TYPICAL) c W Z I REVISIONS: DATE: _IrDESIGNED BY: DRAWN BY: APPROVED BY. SHEET `iidi" � Fmc� WO CITY OF FORT COLLINS, COLORADO 6rtCot in BHA I BHA HARMONY &SHIELDS O 1 ��� q,a„M�.1 SCALE: DATE: CHECKED BY: DATE: LANDSCAPE & IRRIGATION IMPROVEMENTS OF ,(„���.1�, ENGINEERING DIVISION I 05.14.09 I 17 C1 - 298 co ON N I THE WOODLANDS CONDOMINIUMS P.U.D. E G �� ..... z :_-':..... - THE WOODLANDS FILING S REPAIR AND RE -SOD DISTtAREAADJACENT NEW SIDEWALMATCH EXISTING CONDIT 60+00 61+00 62+00 63+00 64+00 SEED MD - TYPE I HARMONY ROAD i' REPAIR DISTURBED AREA BEHIND SIDEWALK ,r TO MATCH EISTING CONDITION -- - \ suw .o B=AC TAHL fly 30' - P -A - FFSC 72 30' CENTER EACH TREE WITHIN IRRIGATED � -- ....,�.:. PARKY�TYPI SOD MIX FRONT RANGE COMMUNITY COLLEGE STATION 59+00 TO 65+00 65 00 66+00 6-AC TA CENTER EACH TREE WITHIN PARKWAY (TYPICAL) 10 30' H - - (TYPICAL) .. _ _ .. .... . _ ... .. l4. SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION FRONT RANGE COMMUNITY COLLEGE STATION 65 + 00 TO 74 + 00 /zzC I� U W RIP -RAP BY OTHERS THE WOODLANDS FILING 5 HARMONY ROAD 67+00 68+00 - - 4-- 1 TRANSITION FROM NEW SOD TO EXISTING SOD SHALL BE LEVEL AND UNINTERRUPTED -1 - 69+00 FRONT RANGE COMMUNITY COLLEGE 6- z 3 2 1 Knowwhat%below. Call betom you dig. 70+00 71+00 72+00 REPAIR DISTURBED SOD AREA BEHIND NEW CURB AND GUTTER TO MATCH EXISTING CONDITION --- - COVENTRY SUBDMSION . F1UNG 2 �4 =11T rh NORTH 30 15 0 30 60 SCALE: 1 " = 30' NOTE: 1. SEE SHEET 8 OF 17 FOR'PLANT UST AND GENERAL NOTES'. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. 3. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND'. RECORD DRAWING DATE: 11119109 THE WOODLANDS FILING S 73+00 74� REPAIR AND RE -SOD DISTURBED AREA ADJACATCHENT NEW SIDEWALK TO MEXISTING CONDITION X" 0 ate`." . R ZC r REVISIONS: DATE: Lr IMdionri� Im Odwkip Drfn City of DESIGNS HAY: I DRAWN BY - A APPROVED BY: HARMONY SHIELDS SHEET L,� r eCOOKaoeoszs CITY OF FORT COLLINS, COLORADO or ollin 6 1� v���.� f- : SCALE: DATE: CHECKED BY: DATE: LANDSCAPE &IRRIGATION IMPROVEMENTS OF i„x��.IW ENGINEERING DIVISION I 05.14.09 I 17 A A A A A C1 - 296 r $ I MATCHUNE m I r I... 6-CRCR I a I i =;n: TYPE 1 AGGREGATE ,.; MV '._. 23 - HE HR SP 26 - PE AL TYPE 2 I AGGREGATE V ";�'... 1 - PEAT N 28 - CA KF 1 1 CITY OF FORT COLLINS \\ N j :. :? RECYCLED WOOD -- MULCH, 3' DEEP a \ I b n ' \ s:-.. CENTER IRRIGATED FESCUE EACH ; TREE SOD MIX WITHIN ) MEDIANLANDSCAPE BOU / 3... .::I (TYPICAL) (2 TON, 3 - T : f SEED MIX -TYRE ' REPAIR DISTURBED AREA BEHIND \ i SIDEWALK TO MkTCH EXIST. r CONDITION I W Z t = 1. t 013 Id AND RESOD DISTURBED V AREA ADJACENT NEW SIDEWALK ZTO MATCHEXIST. CONDITON . Z 3 ; rL \: O 4 STATION 43+00 To 48+00 MATCHUNE TYPE 1 AGGREGATE SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXISTING CONDITION x y .................... . III n U i k II)� / ,�..._ I —_ _- REPAIR AND RE -SOD ISTURBED AREA / ADJACENT NEW SIDE ALK TO MATCH EXISTING CONDITION ? SEE SHEET 5 FOR HARMONY ROAD HARMONY ROAD IMPROVEMENTS f as+o0 51+00 HARMONY ROAD x SEED MIX - TYPE 1 J REPAIR DISTURBED AREA BEHIND SIDEWALK TO MATCH EXIST. i CONDITION IRRIGATED FESCUE SOD MIX I!ln IL O m m r CANTER BACH TREE WITHIN PARKWAY [TYPICAL) 4-CRCR - STATioN 48 + 00 To 53 + 00 _` I� SEE SHEET 5 FOR j HARMONY ROAD IMPROVEMENTS 66' I MATCHUNE 1 rb NORTH 30 15 0 30 60 SCALE: It, C 30' NOTE: 1. SEE SHEET 8 OF 17 FOR'PLANT UST AND GENERAL NOTES'. 2. SEE SHEET 9 OF 17 FOR PLANTING DETAILS. MATERIALS LEGEND DECIDUOUS TREE, TYP. 0 DECIDUOUS ORNAMENTAL TREE, TYP. FERTILIZER FOR TREES AND SHRUBS SHALL BE OSMOCOTE SIERRABLEN, 9 - MONTH SLOW RELEASE, APPLIED PER MANUFACTURERS RECOMMENDATIONS. + + DECIDUOUS SHRUBS, TYP. ORNAMENTAL GRASS, TYP. 4 PERENNIALS, TYP. 33 - TON = 16.5 TONS a BROW SPOT E BOULDERS, TYP: 36 - TON = 9 TONS TOTAL = 25.5 TONS IRRIGATED 1 W% FESCUE MO(SOD - NOT LESS THAN 3 WPROVED VARIETIES SHALL MAKE UP MD( 3' deep, CHIPPER MULCH - NO WEED BARRIER REQ'D. PROVIDED BY THE CITY OF FORT COLLINS, SEE SPECIFICATIONS TYPE 1 AGGREGATE: 3'- 6' WASHED RIVER ROCK, 3' DEEP OVER WEED BARRIER TYPE 2 AGGREGATE: 70% 1"- 2' WASHED RIVER ROCK 30% 3' - 6' WASHED RIVER ROCK 3' DEEP OVER WEED BARREEi( RECORD DRAWING DATE: 11119109 Know whars below. gam` f: r• i 1 i f a REVISIONS: DATE: -UtbIUNtU t1T: UKAWN UT:-AF'F'KUVtU HT: Lii°'"�C� COOW CITY OF FORT COLLINS, COLORADO Of BHA BHA HARMONY &SHIELDS 7 �*� ph=*M�.7W -, SCALE: DATE: CHECKED BY: DATE: LANDSCAPE &IRRIGATION IMPROVEMENTS OF flax" n w ENGINEERING DIVISION I 05.14.09 17 C1 - 29$ '0 t T" V DATE: d ra IL Z Y.r RIP -RAP BY OTHERS / I I I I I I I 1 I I I I S EXISTING SIDEWALK TO RE XJ SEED MIX - TYPE 1 REPAIR DISTURBED AREA BEHINDS[ EWALK TO MATCH EX TING CONDIT NN W G J W t=A o TYPE 1 AGGREGATE �AE , II t , CRY OF, Ip� FORT COLONS RECYCLED WOOD MULCH, 3' DEEP II'e,,',, 1 SEED MIX - TYPE 1 REPAIR DISTURBED AREA i BEHIND SIDEWALK TO / MATCH EXISTING ,I CONDITION TYPE 1 AGGREGATE If III i STATION 53 * 00 TO 58 * 00 Lkbm w Lerrdmpe De{r I= OWwkl . DrM Farb Ca11ns, CO SMS Pxm (9M 223-7377 fret (9M 223-1827 WA OMBIN .LANE G GENERAL NOTES 1. Plant material shall be in accordance with AAN specifications for Number One Grade. 2. Trees shall not be planted closer than 4 feet to any gas or electric line and no closer than 10 feet to any water or sewer line. Shrubs shall not be planted closer than four feet to any water or sewer line. Tree planting shall be coordinated with public service company. Locations of all utilities shall be verified in the field prior to planting. A horizontal distance of 40 between street trees and street lights shall be maintained. 3. Trees to be balled and budapped. 4. Shrub beds shall be mulched as described in the specifications and placed over a non -woven polypropylene weed barrier such as Typor or Mirofi. 5. Tree / utility separations shall not be used as a means of avoiding the planting of required street trees. 6. Field locate utilities prior to planting. 7. Contractor shall ensure that the landscape plan is coordinated with plans done by other contractors so that the proposed grading, storm drainage, or other construction does not conflict nor preclude installation and maintenance of landscape elements on this plan. 8. Planting beds to be amended as follows: J imported topsoil and J onsiite soil. See specs for soil amendments. 9. Areas not shown on the plan set that are disturbed by construction operations shall be repaired and m-seeded to better than existing condition. 10. Structures and/or plantings located within the site distance easement will be restricted to a maximum height of 30" and canopy trees will be pruned so that the lowest branches begin at seven (7) feet above finish grade. 11. Landscaping shall be maintained by the Contractor thru substantial completion and then City maintenance will commence. See specifications. 12. Landscape elements that die or are removed shall be promptly replaced. The plant warranty shall be 2 years from date of substantial completion. 13. The following separations shall be provided between trees/shrubs and utility lines: 40 feet between canopy trees and street lights. 15 feet between ornamental trees and streetlights. 10 feet between trees and water or sewer lines. 4 feet between shrubs and water or sewer lines. 14. There shall be no earth -disturbing activity outside the limits designated on the accepted plans, unless prior written approval is obtained from the City of Fort Collins Project Manger. 15. Provide required BMP's such as perimeter silt and construction fencing shall be installed by the Contractor, prior to land disturbing activity. Other required erosion control measures shall be installed at the appropriate time construction sequence as indicated in the approved schedule, construction plans and erosion control report. 16. During construction, the Contractor shall be responsible for preventing and controlling on -site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The contractor shall comply with all terms and conditions of the Colorado permit for storm water discharge (contact Colorado Department of Health, Water Quality Control Division (303) 692-3590), the stone water management plan, and the erosion control plan. 17. Existing storm drain inlets within and adjacent to the project site shall be protected, as needed, unless otherwise approved by the City of Fort Collins. 18. When temporary erosion control measures are removed, the Contractor shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities impacted. 19. The Contractor shall immediately remove construction material, including but not limited to sediment inadvertently deposited on existing sheets, sidewalks, or other public ROW's, and make sure the existing streets and walkways are free of construction materials and safe to use by the public by the end of each working day. 20. A designated staging area(s) shall be provided on site for parking, construction equipment and material storage. Any disruption to these existing, established areas shall be repaired to better than existing conditions, prior to final completion. 21. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations. Provide continued weed control throughout irrigation installation operations. Seed beds shall be free of weeds prior to seeding and hyrdomulching operations. Refer to specifications for additional herbicide application information. 22. The streets adjacent to the construction area shall be cleaned of debris generated by the project by the Contractor at the earliest opportunity, or immediately when deemed necessary by the City for the safety of traffic or pedestrians, but in no case shall the street be left uncleaned after the completion of the days work. It shall be the Contractors responsibility to provide the necessary equipment and materials to satisfactorily clean the roadway at no additional cost to the project. The Cit11s street department can sweep the street at an hourly rote of $70.00. The minimum is two hours ($140.00). The Contractor must sign a contract with the city street department prior to requesting street sweeping if the streets are not cleaned by the Contractor after 24 hour notice from the Cit11s Project Representative, the Project Representative will have the Streets Department sweep the streets at a cost of $70.00 per hour. The minimum for urgent response is four (4) hours ($280.00). The Contractor will be back charged for the expenses incurred. 23. All existing trees shall be pruned to the City Foresters "Medium Prune Standards." 24. Existing trees to be saved should be marked with prominent identification where tree trunks are apt to be damaged, they should be marked with metal posts and a snow fence. PLANT LIST Key Botanical rang Common Name Sias Rant Quantity DECIDUOUS CANOPY TREES AC TA Acer tatariaxn "Gores' Hot VAngs Talorian Maple 2' Cal. BB 14 CA SP speckm Western Calalpa 2' Cal. BB 5 GL Tit Gled bla trwaxiotlas irion. Skyti w Skyline Honeylocust 2' Cal. BB 5 GY DI Gym nodoIll dlokw Kaduelcy CoffWas 2.5' Cal. BB 4 QU BU Quacus buckw Teias Red Oak 2' Cal. BB 6 QU BU Quaaus buckw TeRaii Red Oak 2.5' Cal. BB 2 QU MA Qtwm moaocarpo Bur Oak 2.5' Cal. BB 5 QU MU Que cus Mile! larbagti ChInkapin Oak 2' Cal. BB 6 QU RO Quwds robur' SkynKom Skpr osli r EngM Oak 2' Cal. BB B UL JA Ulmus (japonica x wibaniara Marion' Accolade Elm 2' Cal. BB 9 DECIDUOUS ORNAMENTAL TREES CR CR Cmleague crugdk inermb Thornless Cadop ur Haw1hom 2' Cal. BB 10 BWNG TREE UWN LANDSCAPE TO MA RA Malw'Radfarrf RadlanF CrabaPPo 7 Cal. BB 16 REMAN MA VE Malue' VOW Pdae Velvet Pillar Crabapple 2' Cal. BB 13 PY CA Pyrus calleryana'Chanticlsee Chanticleer Pear 2' Cal. BB 24 DECIDUOUS SHRUBS CA CL Caryopts x dar-rim nan o Vue MW Blue Mh* Spirea #5 CONT. 52 PE AT Paovekia aidolcooba RuMlan Sop #5 CONT. 21 ORNAMENTAL GRASS CA KF Colo ogre Ilk x aaiNFolic %od Fames Red Feaster Feather Reed Gant #5 CONT. 142 PE AL Pe nnbeirum alopecuraidee Fountain Gass #5 CONT. 123 PERENNIALS MAT r HUNE AC MO Achillea'Moo shine' Moorahirm Yamaw #1 CONT. 183 - AC SP AcMllea Summer Pastels" Mixed Pasteh Yarrow # 1 CONT. 30 HE HR Hemerocallb'Happy RoirrW Dwarf Yellow Dot* #1 CONT. 23 HE RA FlerrnerocaIlk 'R M d Apdoof Apricot Da^ #1 CONT. 123 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 0 ZVof OVt Collins BHA BHA SCALE: (DATE: (CHECKED BY: DATE: 05.14.09 �km U�.' W—E �- �. M. � ." =R T rh NORTH 30 15 O 30 60 SCALE: Ill m 30' RECORD DRAWING DATE: 11119109 NOTE: 1. SEE SHEET 7 OF 17 FOR'MATERIALS LEGEND'. Know whars below. ^tT� Gall t' E you dig. HARMONY & SHIELDS 8 LANDSCAPE & IRRIGATION IMPROVEMENTS OF 17 C1 - 298 I r CJ CONSTRUCT WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT TO CONTAIN WATER TO A DEPTH OF 3". SHRUB PLANTING N.T.S. GENERAL NOTES 1. STAKE DECIDUOUS TREES UP TO AND INaUDNG 21/7 CAL DO NOT STAKE CON FEIIS. 2. REMOVE STAKING AT THE END OF THE FIRST GROWING SEASON AFTTSt PLANTING. 3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. 1 / 4. TREE WRAP SHOULD BE INSTALLED AT TIME OF KANnNG AND BE NUOVED NO / LATER THAN 12 MONTHS AFTER RANTING. 3. TREES WHOSE NORTH ORIENTATION S NOT CHANGED FROM THE NLRLM DO NOT NEED TO BE WRAPPED, E>CEP'T TREES WITH VERY THIN BARK � 6. OVER EXCAVATE PLANTING PIT TO 2 TIMES Lam/ THE DIAMETER OF THE ROOTBALL 1' WIDE WEBBING WITH GROMMETS OR 1/7 DIA, PLASTIC HOSE GALVANIZED WIVE OR CABLE, TWIST WIRE TO TIGHTEN BREATHABLE PAPER TREE WRAP APPLIED FROM j TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM ` BOTTOM UP WITH SUFFICIENT OVERLAP TO COVERALL r BARK. USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE. TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. PLANT TREE 2'-3' HIGHER THAN SURROUNDING SOIL AND z TAPER MOUND BACK INTO EXISTING GRADE V. 48' DIA MULCH RING 1 \ INSTALL SPECIFIED BACKFILL \ REMOVE MIN TOP 1 /2 OF WIRE BASKET PULL BACK ALL BURLAP AND CUT ALL STRINGS 2X DIA. ROOTBALL TREE STAKING N.T.S. 24' MEDIAN WIDTH VARIES 2 X DIA OF ROOTBALL TYPICAL MEDIAN SECTION N.T.S. NOTES: 1. REFER TO LANDSCAPE PLANS FOR LOCATION OF COBBLE MIX 2. PLACE WEED BARRIER FABRIC ON FINISHED GRADE PRIOR TO PLACING COBBLES (PLACE FABRIC UNDER COBBLES). TYPE 2 AGGREGATE RECORD DRAWING DATE: 111191O9 24' TREE STAKE, SEE DETAIL 2 THIS SHEET EXISTING CURB AND GUTTER EXISTING ROADWAY SURFACE WEED BARRIER BENEATH AGGREGATE ONLY 3' deep - 3'-6' WASHED RIVER ROCK 3" deep - BARK MULCH (NO WEED BARRIER) TOPSOIL / PLANTING MIX BY ROADWAY CONTRACTOR PERFORATED PIPE BY OTHERS fell 1, ' below. bAn you dig. REVISIONS: DATE: YDESIGNED BY: DRAWN BY: PPROVED BY: "SHEET `andn"",''d''°'°°"' FortCaftcO8= CITY OF FORT COLLINS, COLORADO art BHA BHA HARMONY & SHIELDS 9 .. ins 40- LANDSCAPE & IRRIGATION IMPROVEMENTS fmc(Tmn3. �,'ST ENGINEERING DIVISION SCALE: IDAO .1409 CHECKED BY: DATE: OF A 17 C1 - 298