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HomeMy WebLinkAboutNORTH COLLEGE AVENUE AND EAST WILLOX LANE IMPROVEMENTS RECORD DRAWING - Filed STRS-STREETS ENGINEER STAMP - 2011-03-15O'► N I cj 9 UTILITY PLANS FOR COLLEGE AVENUE / WILLOX LANE IMPROVEMENTS PROJECT CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO LEGEND T EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE ONT PROPOSED OVERHEAD TELEPHONE LINE pR ro EXISTING FIBER OPTIC LINE PO PROPOSED FIBER OPTIC LINE EXISTING CABLE TV PROPOSED CABLE TV —�—• E EXISTING ELECTRIC LINE L PROPOSED ELECTRIC LINE alp EXISTING OVERHEAD ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE e EXISTING GAS 0 PROPOSED GAS O,e EXISTING OVERHEAD UTILITY PROPOSED OVERHEAD UTILITY 0"Il — S EXISTING SANITARY SEWER MAIN Am PROPOSED SANITARY SEWER &MANHOLE mr ® EXISTING MANHOLE W EXISTING WATER MAIN PROPOSED WATER LINE &VALVE Xy EXISTING WATER VALVE K EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING STORM SEWER PROPOSED STORM SEWER & MANHOLE EXISTING STORM SEWER INLET . PROPOSED STORM INLET EXISTING FLOWUNE. CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER "' �T EXISTINGCONCRETE PROPOSEDCONCRETE L__.J XX.X EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION --XXXX— i EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR —XXX`"_ EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR O EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT W EXISTING GUY WIRE 0.¢0 two PROPOSED LIGHT POLES X EXISTING FENCE PROPOSED FENCE eeee� UNION r r PROPOSED DIRECTION OF OVERLAND FLOW 00 PROPOSED SWALE 000 LIMITS OF DEVELOPMENT NATURAL AREAS BUFFER ABBREVIATION LIST PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT AD ALGEBRAIC DIFFERENCE LF LINEAR FEET AE ACCESS EASEMENT LP LOW POINT ARV AIR RELEASE VALVE LT LEFT BOV SLAW OFF VALVE MH MANHOLE ONE OVERHEAD ELECTRIC BOW BOTTOM OF WALL OHT OVERHEAD TELEPHONE CL CENTERLINE OHU OVERHEAD UTILITY CMP CORRUGATED METAL PIPE PE PEDESTRIAN EASEMENT CO CLEAN OUT PC POINT OF CURVATURE DE DRAINAGE EASEMENT PCR POINT OF CURB RETURN E ELECTRIC PI POINT OF INTERSECTION POE POSTAL EASEMENT EAE EMERGENCY ACCESS EASEMENT PT N POINT TAGENCY EG EXISTING GROUND PYC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE EOA EDGE OF ASPHALT RD ROOF DRAIN EX ©QST940 ROW RIGHTOF--WAY ESMT EASEMENT FIT RIGHT F FIRE LINE S SANITARYSEWER S STATION FES FLARED END SECTION SDD STORM DRAIN PIPE FF FINISHED FLOOR fDMH STORM DRAIN MANHOLE Fill FINISHED GRADE SMH SANITARY SEWER MANHOLE FH FIRE HYDRANT T TELEPHONE FL FLOrWLJNK TB THRUST BLOCK FM FORCEMAIN TBC TOP BACK OF CURB TC TOP OF CONCRETE G GAS TF TOP OF FOUNDATION GB GRADE BREAK TW TOP OF WALL GV GATE VALVE TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE UK UTIL.ITY EASEMENT HP HIGH POINT VCP VITRIFIED CLAY PIPE IE IRRIGATION EASEMENT VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY IRR IRRIGATION W WATERLINE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION MARCH 2010 VICINITY MAP SCALE: 1 EE m 1000E UTILITY CONTACTS: CITY OF FORT COLONS 700 WOOD STRBET FORT COLUNS, COLORADO 80522 WATER/WASTEWATER ROGER BUFFINGTON PH. 970.221.6854 STORMWATER GLEN SCHLURTRR PH. 970.224.6065 LIGHT & POWER JugmN FIRUDS PH. 970.224.61 So BENCHMARKS: NATURAL GAS XCRL ENERGY CONTACT: LRN HILDURRAND PH. 970.225.7848 COMCAST CONTACT: DON KAPPRRMAN PH. �970.567.0245 WKS CONTACT: RICH STIVRRSON PH. 970.377.6403 B.M.NUMBER NGS 42-01, ELEV.= 4984.08 DESCRIPTION: LOCATED AT THE SOUTHEAST CORNER OF A TRAFFIC MAST AT THE NORTHWEST CORNER OF THE INTERSECTION OF WILLOX AND COLLEGE AVE. B.M.NUMBER V401, ELEV.= 4974.64 DESCRIPTION: AT THE NORTHEAST CORNER OF THE INTERSECTION OF COLLEGE AVE. & BRISTLECONE DRIVE. RECORD DRAWING DATE: 12/13/10 RECOIIDED DATA PET! KING SLWVMM AND CONNELL RESOUIICES. *ff l Tt_ as sa UPDA70 TO SHOW IIECOIq WONATKHN. City Of 'DESIGNED BY: DRAWN BY: 'APPROVED BY: }} l ns MPO ( ES l I ALE: DATE: CHECKED BY: DATE: N /A I 04 /26 /10 I SHEET No. INDEX OF SHEETS DQfCRIPTION OF SHEETS 1 ................................ COVER SHEET 2 ................................ GENERAL NOTES 3 ................................ TYPICAL SECTIONS 4 ................................ RIGHTOF-WAY MAP a ................................ HORIZONTAL CONTROL PLAN 6-7 ................................ EX UNDERGROUND UTILITY LOCATES SO ................................ REMOVAL AND RELOCATE PLAN O ................................ REMOVAL AND RELOCATE PLAN•PEREZ/HAAS 11.12 ................................ COLLEGE FLOWLINE PLAN AND PROFILE 13 ................................ COLLEGE MEDIAN PLAN AND PROFILE 14 ................................ CONCRETE JOINTING S GRADING PLAN 15-16 ...............................• WILLOX FLOWLJNE PLAN AND PROFILE 17 ................................ WILLOX ISLAND PLAN S GRADING 18 ................................ WILLOX ROUNDABOUT CONCRETE JOINTING PLAN 19 ................................ WILLOX ROUNDABOUT SURFACING PLAN 20 ......................•......... PEREZ/HAAS SITE PLAN 21,22 .............••..•••.......••••• GRADING PLAN 23.0 ..........•••••.•••.........•••• STORM SEWER PLAN AND PROFILE 24A • .............................•• GRAPE STREET WATERLINE 2S•26 ................................ EROSION CONTROL PLAN 2743 ................................ CROSS SECTIONS 34-43 ..............................•• DETAILS 4450 ................................ LANDSCAPE PLAN 51453 ................................ LANDSCAPE DETAILS 8458 ...............................• IRRIGATION PLAN 594W ................................ IRRIGATION 13L JULs 61 ................................ SIGNING a STRIPING PLAN 6"S ................................ PHASING PLAN ENGINEER Nramewr CONSULTING GROUP 1218 W. ASH, SUITE C WINDSOR, COLORADO 80550 PH. 970.674.3300 CONTACT: MIKE OBERLANDKR INDEMNIFICATION STATEMENT: SURVEYOR KING SumvmYoRs 650 GARDEN DRIVE WINDSOR, COLORADO 805150 PH. 970.686.5011 CONTACT: STEVE LUND THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. INTERWEST 1218 W. Ash, Suits C Window, CoWndo 80550 Phone: (970) 674 3300 Fez: (970) 674-3303 CONSU LTING GROUP lil CMINT 0N5 THAT I NME N= CN TrCK Pwu PWAIM U110ER THE OMIECT VJPCIW M OF Z1R111•,! ', ZIIIAL W CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY Emallim CHECKED BY: WATER ! WASIEWATEN UTIUTY CHECKED BY: FMIRRAW UTiUTY CHECKED BY: PARKS k REOVATM CHECKED BY: AIrm ENomm QtCog�o oi�,V)j5 I CHECKED BY- COLLEGE/WILLOX IMPROVEMENTS PROJECT COVER SHEET 1 m 65 RECORD DWG Cl - 299 N I O V W W I —1 NLMNMNNLMNMM 1 1 1 II1 I � I � coo -- - - - ;..._ _w_: - . AS -BUILT: 3-PCC , AS -BUILT: 1-PPH , ,%U■ A* , I I , I � � W W AS-BUILT:2 , I HONEYLOCUST TREES ^ , ^ W , W Z Z cQ , CQ L-------j----- Dj 1 1 , 1 , 1 , 1 1 1 1 1 i CITY OF FORT COLLINS, COLORADO ENOINEERINO DIVI010N ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 " cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' 2" cal. B & B PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 11 .5" cal. B & B PCR Redspire Pear Pyrus calleryanna 'Redspire' 4 .5" cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 1.5" cal. B & B PPH Hoopaii Blue Spruce Picea pungens'Hoopsii' 4 8'ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS & GRASSES CAK Feather Reed Grass Calamagrostis acutiflora'Kad Foerster' 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. I SIZE I RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 12411O.C. TOTAL 59 RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. 0 10, 20' 4D' NORTH City OI WDESIGNIED BY: DRAWN BY: 'APPROVED BY: BC/LR ( BC/DH LR/DH ot Whns S�: DATE: E: CHECKED Y: DATE: 104/26/2010. LR/DH 104/26/2010 1218 W. Ash, Suite C W indew , Colorado 80550 Phone: (970) 674-M Fax: (970) 87"303 INTERA$TC ON S U L T I N G G R O U T EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE 000 SH UBSEEN CP8%(D SHRUBS AND ��J"'((�� GRASSES DIj BOULDERS SOD AREA PERENNIALS W W NATIVE SEED MIX W W WALL STREET LIGHT CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL APPROVED: CITY 04GWER DAZE CHECKED BY.• ATER at SIE ATER UTEITY DATE CHECKED BY: s TER UTUTY `-DAN CHECKED BY: PARKS a RECRE —DlE CHECKED BY: GATE CHECKED BY: uWN COLLEGE & WILLOX STREETSCAPE LANDSCAPE PLAN me OF 65 RECORD DWG C1 - 299 U V 0 0 O V W 1 , 1 I , i E W, W WSW 13.�(L Q, Q W� W aka ZZ W W =�_ Z , Z 0, 0 =I= Q�Q L) H �, G , L — — — I — — — — — — — — — — — — — — — — — — — — 16 2-GTK , 1-GTK— _ 7-HS- -- , 2,IHBC 1 , 1 i' ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 "cat. B & B QRP Skymaster Oak Quercus robur'Pyramich' 2" cal. B & B PCC Chanticleer Pear Pyrus calleryanna'Chanticleer' 11 ,5" cal. B & B PCR Redspire Pear Pyrus calleryanna'Redspire' 4 .5" cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 1.5" cal. B & B PPH Hoopsii Blue Spruce Picea pungens'Hoopsit' 4 8-ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS & GRASSES CAK Feather Reed Grass Calamagrostis acutiflora'Karl Foerster' 177 1 gal. MSP Purple Maiden Grass I Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskis atriplicifolia 341 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. I SIZE I RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 24" o.c. TOTAL 59 F9L-- a 10, 20' 40' NORTH RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. INTER 1218 W. Ash, Suns C Window, Colorado 80550 Phone: (970) 674-M Fax: (970) 8743303 �Wvli-__16111 9 EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE 00 SHRUBSEEN (�DQO� SHRUBS AND ((�� O GRASSES plif BOULDERS SOD AREA PERENNIALS W W NATIVE SEED MIX W W WALL STREET LIGHT CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENOWER DZ1E CHECKED BY: TER ! SIE ATER UTILITY DATE CHECKED BY: STORMWATER UTxA Y DA1E CHECKED BY: PAIMS k RECRE DATE CHECKED BY: nr1_E CHECKED BY: DAIS DATE: -uam�rlmu tlT: UKAAP( tlT: -ArrK�T/Gv tlT: - JnLLI City of COLLEGE & WILLOX STREETSCAPE CITY OF FORT COLLINS, COLORADO ;D- - Collins B /LR BC/DH LR/DH 47 SC—Ci L�: D CHECKED BY: DATE: OF ENOINEERINd DIVI$ION I04/26/2010. LR/DH 104/26/2010 LANDSCAPE PLAN A 65 RECORD DWG C1 • 299 W0161 4 A , lid M I • • SYMBOL LEGEND 4 I) r V cc O W 1 , 00 W, W a., a W ■■■ W W LU ZZ 01 Z JJ a J� __ ONO ZIvW 40, Q Q N,: ��, 12-JHBC TJ, CQ ^Q , 2 BOULDERS f�.J . ♦ •�-, L (L LL G ,•:...... , , (1-SIZE A, 1-SIZE B) ♦ ♦ V ♦ ♦ 3-PHH ---- Q ♦ 3BOULDERS S , 40, MIR 1 oft oft 4ft oft 1 4-HS r- 15-PAH 1-GTK J OftIft • lw!� 5-GTK � I; 7-HS 2-JHBC 28-RFG « 3 BOULDERS i�ll� 15-HS 9-HS ♦ (ALL SIZES) y 4-JHBC • 5"SP00 , iliil I i SEE SHEET 51 , 19-PAH ;. , 00 FOR WALL LAYOUT 20-HS O � , • " 8► 17-PAH •• �'•• •,•• 12-JHBC I 1• — — / 2 BOULDERS ` (1-SIZE A, 1-SIZE T� .. , f \ .. ■ ■ ■ CITY OF FORT COLLINS, COLORADO EN(IINEERIN(I DIVISION PLANT LIST ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 ,' cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 " cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' 2" cal. B & B PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 11 .5" cal. B & B PCR Redspire Pear Pyrus calleryanna 'Redspire' 4 .5" cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 1.5" cal. B & B PPH Hoopsii Blue Spruce Picea pungens'Hoopsii' 4 8'ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS S GRASSES CAK Feather Reed Grass Calamagrostis acutiflora'Kad Foerster' 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horimntalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. I SIZE I RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 24" O.c. TOTAL 59 BOULDER SCHEDULE A j TO 1 TON RIVER ROCK BOULDERS (SEE SPECS.) B 1 TO 14 TON RIVER ROCK BOULDERS (SEE SPECS.) F14�� INT NORTH 0 10, 20' 40' City Of i DESIGNED BY: DRAWN BY- 'APPROVED BY:Fort Collins E: LR BC DH LR DH SCli L: �p�=E�CHECKED BY: �104/26/2010I LR/DH I04/26/2010_ 1218 W. Ash, Suits C Windsor, Colorado 805W Phone: (970)9743300 Fax: (970) 6743303 IT CONSULTING GROUP EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE 000 SHRUBSEEN �1QOO SHRUBS AND ��J'`''��)) OO GRASSES D': BOULDERs SOD AREA PERENNIALS W W NATIVE SEED MIX W W /000~ WALL STREET LIGHT ■ ► 1, • A CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL APPROVED: CITY OP KER DTTE CHECKED BY TER k STE AIER UTILITY DES CHECKED BY: S TER UTN.ITY DATE CHECKED BY: PARKS f RECR[ -70-ZT-E— CHECKED BY: TRAFrIC CHECKED BY: DAT[ COLLEGE & WILLOX STREETSCAPE LANDSCAPE PLAN RECORD DWG O� N I VI 0 U W W <1 Z a,Jo ULJ Z� U w va Q� � ------ -------------- ----------- ---- I i'.. :•r• r. - --- ------- - - - - - - - - - - 5-GTK :... .: ^�- - -♦ I, AS BUILT: 7-UCA y � "--———— — — — — — —- - - ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 " cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' L 2" cal. B & B PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 11 .5" cal. B & B PCR Redspire Pear Pyrus calleryanna 'Redspire' 4 .5" cal. B & B MRS Red Barron Crabapple Malus 'Red Barron' 1.5" cal. B & B PPH Hoopsii Blue Spruce Picea pungens'Hoopsii' 41 7&_'ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS B GRASSES CAK Feather Reed Grass Calamagrostis acutiflora 'Karl Foerster 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HIS Blue Avens Grass Helictotrichon sempervirens 1521 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis 'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 1 614 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE I RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 12410 D.C. TOTAL 59 RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. 1218 W. Ash, Suite C Window, Cobredo 80550 Phone:(970)674-3300 Fax: (970) 8744303 Rw!!T CONSULTING G GROUP F9_-f_= 0 10, 20' 40' EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE EVER 000 SHRUBSEEN SHRUBS AND GRASSES �tBOULDERS � J . 4,. SOD AREA PERENNIALS W W NATIVE SEED MIX W W WALL STREET LIGHT CITY OF FORT COLLMS. COLORADO UTILITY PLAN APPROVAL APPROVED: OTY C40WER DA1t CHECKED BY- 1ER t ASTE ATER UTILITY DAIS CHECKED BY: STORMI UTAftY CIE CHECKED BY: PAftS t REOREAfiI DATE CHECKED BY: E T— CHECKED BY: D X City Oi v"MU"Ilu ol: urI OT: AP-KVVLu I�Y: YSHEET CITY OF FORT COLLINS, y COLLEGE & WILLOX STREETSCAPE COLORADO � ��'� B�/LR BC/DH LR/DH 49 SCALE: DATE: CHECKED BY: D TE: EN(INEERINd DIyI�ION 104/26/20101 LR/DH I04/26/2010. LANDSCAPE PLAN OF 65 RECORD DWG , Cl - 299 9 I V 0 0 i� 0 U W W _ iTIM--1 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeyk)cust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 "cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' 2" cal. B & B PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 11 .5" cal. B & B PCR Redspire Pear Pyrus calleryanna'Redspire' 4 ._ cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 1.5" cal. B & B PPH Hoopsii Blue Spruce Picea pungens'Hoopsii' 1,rw4 8-ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS B GRASSES CAK Feather Reed Grass Calamagrostis acutiflora 'Karl Foerster' 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 59 1 gal. 24" O.C. TOTAL 59 DO NOT CUT LEADER, PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING DIAMETER YELLOW NYLON ROPE ROPE OR 14AW0 WIRE WITH VY X 12" PVC SLEEVES. 2" NYLON WEBBING OR RUBBERIZED CLOTH. NO HOSE PERMITTED. If V EITEEL T?OBTS DRIVEN (MIN. 24-) FIRMLY INTO UNDISTURBED SOL OUTSIDE OF PLANTING PIT BEFORE BACKFILLIIG STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT 4" WATER SAUCER (OMIT IN LAWN AREAS) ROUGHEN SIDES OF PLANTING PIT SPECIFIED BACKFILL MIXTURE , WATER TO SETTLE AND REMOVE AIR POCKETS - 00 NOT COMPACT SOIL 2 X BALL DIA. PROVIDE TREE WRAP, RE: SPEC. APPLY 2" OF SPECIFIED MULCH REMOVE ALL WARE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK SET ROOT BALL ON UNDISTURBED SUBSOIL NORTH .—�i ----- GUY TREE PER DIAGRAM LANDSCAPE NOTES 1. ALL PLANT MATERIAL SHALL MEET SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) FOR NUMBER ONE GRADE. ALL TREES SHALL BE BALLED AND BURLAPPED OR EQUIVALENT. 2. TREES SHALL NOT BE PLANTED CLOSER THAN 4 FEET TO ANY GAS LINE, NO CLOSER THAN 10 FEET TO ANY WATER OR SEWER MAINS AND NO CLOSER THAN 6 FEET TO ANY WATER OR SEWER SERVICE LINES. 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. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE PLANTED ON CITY RIGHT-OF-WAY. 4. ALL SHRUB BEDS TO BE MULCHED WITH CEDAR BARK MULCH UNLESS OTHERWISE INDICATED. 5. SEE CIVIL DETAILS FOR MEDIAN SECTIONS. 6. REFER TO SPECIFICATIONS FOR TREE AND SHRUB PLANTING MATERIALS AND EXECUTION. REFER TO SPECIFICATIONS DO NOT CUT LEAI 114" DIAMETER YE ROPE OR 14AM X 12" PVC SLEEVE WEBBING OR RUE CLOTH. NO HOSE S' STEEL T-POST; DRIVEN (MIN. 24-1 UNDISTURBED S( ROOTBALL ROUGHEN SIDES PLANTING PIT SPECIFIED BACKF MIXTURE WITH SF FERTILIZER APPLI WATER TO SETTL REMOVE AIR POCn NOT COMPACT SOIL CITY OF FORT COLLINS, COLORADO ENOINEERINO DIVISION 120' HAT TOP ILL IS 2" �N BADE SPECIFIED L WIRE, TWINE SH AND S FROM ENTIRE AND TRUNK ALL ON ED SOIL PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING 1" HIGH VVATER SAUCER. SPECIFIED PLANTING MD( HATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS ROUGHEN SIDES OF PLANTING PIT 2 X BALL DIL APPLY SPECIFIED MULCH REMOVE ALL WIRE, THANE, BURLAP MESH AND CONTAINERS (INCLUDING FIBER CONTAINERS) SET ROOT BALL ON UNDISTURBED SOL City of CXWitt @C/LR BC/DH LR/DH SCALE: D CHECKED Y: DATE: if) 4/26/2010. LR/DH 104/26/2010 RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL APPROVED - CITY 004IR DAIE CHECKED BY: AIER k STE ATER UTIUTY DATE CHECKED BY: STORWWATM UTIUTY 0 TE CHECKED BY: PARKS k RECREA DATE CHECKED BY: NOR aisaff— GATE CHECKED BY: DATE COLLEGE & WILLOX STREETSCAPE 50 LANDSCAPE PLAN OF 65 RECORD DWG 4 O% 0% N 1 DETAIL SCHEDULE FOR 1 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 2 WITH 159 RUST, 59 RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND (COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR C 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY i". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE, COTTON ROPE WEEPS 9 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 10 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. 11 PLANTING BED 12 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. CONTINUOUS WALL ENFORCEMENT PER 2. AT 12"X8" COLUMN PROVIDE (2) - 13 #4 EPDXIED DOWELS SIMILAR TO 2. NOTE LONGER DOWEL LENGTH AT COLUMN. 14 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 15 COMPACTED STRUCTURAL FILL NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS e Lr � I 13 5 2 8 25" AS BUILT: FILLED 9 WITH CONCRETE THE 1% WIDTH OF COLUMN -- TO (DETAILS 8 SHEET I 52 FOR PLANVIEW ----------------i--------------- , , 1 , EXISTING CONCRETE 2' MEDIAN WALL COLUf BACK OF CURB EXPANSION _1 CONCRETE 4" MATERIAL i \ 0 FULL DEPTH CONCRETE C EXPANSION; CONCRETE 4" MATERIAL I 22" 2— is IN CMU, TYP 11 CCROSS WALL 16" —{ OPENING . CENTERED BETWEEN "COLUMNS " 6) 4 FULL DEPTH CONCRETE NOTE: REINFORCEMENT NOT SHOWN NOTE: REFER TO DETAIL 1, THIS SHEET, FOR CONSTRUCTION DETAILS 22" — AS BUILT: FILLED MATH CONCRETE THE WIDTH OF COLUMN (HATCHED). REFER TO DETAIL 18, SHEET 52 FOR PLANVIEW 0 T RECORD DRAWING DATE:1 /19/11 RECORDED DATA PER CITY OF FORT COLLINS ENGINEERING DEPARTMENT. SHEETS 52 AND 53 UPDATED TO SHOW RECORD INFORMATION. DETAIL SCHEDULE FOR 2 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). SLOPE CAP 19 TO FRONT. MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING. MIN. 4' CONSISTENT JOINT SPACING. 2 TWO(2) CORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU MEMBRANE, 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE DAVIS COLOR: COCOA, LIGHT SAND BLAST FINISH. 4 SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 5 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 7 COLD JOINT 8 PLANTING BED 9 WATERPROOF RUBBER MEMBRANE, SEE CIVIL DETAILS. 1 #4 VERTICAL DOWELS O 18" DRILLED AND EPDXIED 6" INTO EXISTING 10 CONCRETE SLAB WITH HILTI HY-150 ADHESIVE. PROVIDE CLEAN AND DRY HOLE PER HILT] REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP, MIDDLE, AND BOTTOM. 11 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 12 ;COMPACTED STRUCTURAL FILL NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS COLUMN BEHIND 1 SLOPE DN. 19 2 2" p 11 IT W 0 co W � r DV] 0 N 3 8" 5 11 4 3 _ 52 12 10 25" ] ] W /^/J 1 1 > 9 1 II .............. ..... EXISTING CONCRETE BELOW e:N 2' MEDIAN WALL (SECTION) 7 c STRUCTURAL SCHEDULE FOR 6 & 7 #4 VERTICAL DOWELS O 18" DRILLED AND EPDXIED 6" INTO EXISTING CONCRETE 1 SLAB WITH HILTI HY-150 ADHESIVE. PROVIDE CLEAN AND DRY HOLE PER HILTI REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP AND BOTTOM, 2 CONTINUOUS WALL ENFORCEMENT PER 7. AT 12"X8" COLUMN PROVIDE (2) — #4 EPDXIED DOWELS SIMILAR TO 7. NOTE LONGER DOWEL LENGTH AT COLD N. r a N —mac .... . // 2" 25" 18" .- 2 r.l i W WATERPROOF .1` MEMBRANE (SEE CIVIL) NOTE: REFER TO DETAIL 2, THIS SHEET, FOR CONSTRUCTION DETAILS COLUMN BEHIND f;Nr MLUTAN WALL StU I IUN CITY OF FORT COLLINS, COLORADO ENdINEERINO DIVIMN DETAIL SCHEDULE FOR 3 & 4 CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR Mc 67. 2 JOINTS SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15% RUST, 59 RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 8 HORIZONTAL REINFORCING BELOW > WALL 3 BOTTOM OF COLUMN (PLAN) COLUMN BEHIND WALL BEHIND DETAIL SCHEDULE FOR 11 c"IN tt N 22" a TOP OF COLUMN (PLAN) 1 CAST -IN -PLACE CONCRETE, GRAY. 2 COLD JOINT 3 PLANTING BED 4 WATERPROOF RUBBER MEMBRANE, SEE CIVIL DETAILS. #4 VERTICAL DOWELS O 18" DRILLED AND EPDXIED 6" INTO EXISTING 5 CONCRETE SLAB WITH HILT[ HY-150 ADHESIVE. PROVIDE CLEAN AND DRY HOLE PER HILTI REQUIREMENTS. #4 HORIZONTAL REINFORCEMENT TOP AND BOTTOM. NOTE: SEE CIVIL DETAILS FOR MEDIAN SECTIONS CROSS WALL SECTION DETAIL SCHEDULE FOR 8 & 9 CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR: COCOA, LIGHT SAND BLAST FINISH, SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. ru , ♦, , n�,nr,rn u,n I" cnl In '117" 1/neTAe MAII0 nnl no 11n e9 2 ILL nLL VI"1 rl IILJ I",1\V VVI,\IJ JVLIV M.",,,V�\,I.\, V/l„J VVLV,♦ ,,,V V/. JOINTS SHOULD ALL BE APPROXIMATELY 4". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15% RUST, 59 RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 HORIZONTAL REINFORCING BELOW 01 END COLUMN (BOTT-- PLAN) 3 " 5 of * 8 /i t i,4 v N %/j/ i N N 4 / / 1 18 22" s END COLUMN TOP PLAN City of VVJIVI\LV I. BC�'LR BC/DH L SC�i LE: D� E:� CHECKED ED BY BY: DATE: I04/26/2010. LR/DH 104/26/2010 AS BUILT: FILLED MATH CONCRETE THE WIDTH OF COLUMN (HATCHED). REFER TO DETAIL 18, SHEET 52 FOR PLANVIEW CONCRETE NOTES REINFORCED CONCRETE: DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-05). CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-05). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: F'C - 4500 PSI, %" AGGREGATE SIZE, 4" SLUMP, 5% ENTRAINED AIR, TYPE 1/II CEMENT. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99). REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. PROVIDE INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3", EXPOSED TO EARTH OR WEATHER - 1-1/2". DETAIL SCHEDULE FOR 1 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 2 WITH 15% RUST, 5% RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE E BRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 9 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 10 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. 11 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. CONTINUOUS WALL ENFORCEMENT PER 7. AT 120X8" COLUMN PROVIDE (2) - 12 #4 EPDXIED DOWELS SIMILAR TO 7. NOTE LONGER DOWEL LENGTH AT COLUMN. 13 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 14 COMPACTED STRUCTURAL FILL —SEE SHEET 51 1 3 7 2 0 (9)-- EXISTING CONCRETE BELOW 10 22" SEE SHEET 51 10 END COLUMN SECTION 1218 W. Ash, Sufis C Windsor, Colorado 80550 Phone: (970) 674-M Fsx: (970) 674-M RTRRWRST C 0 N 3 U L T I N G G R 0 U `v _7* v —�c `a N AS BUILT: FILLED WITH CONCRETE THE WIDTH OF 1X COLUMN (HATCHED). REFER TO DETAIL 18. SHEET 52 FOR 1 PLANVEW 1 , i 1 ------------------------ I 1 i X4 12 \--U4> APPROVED: CITY NNGNEER DAZE CHECKED BY 1[R ! ASTE ATER UTILITY �- CHECKED BY- SYM#AIER UTIUTY DATE CHECKED BY: p S & RECIIE DATE CHECKED BY:MOM E DATE CHECKED BY: —DI COLLEGE & WILLOX STREETSCAPE 52 WALL DETAILS OF 65 RECORD DWG WO 299 DETAIL SCHEDULE FOR 13 9 1 DETAIL SCHEDULE FOR 11 do 12 CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR C 67. JOINTS 2 SHOULD ALL BE APPROXIMATELY J". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE WITH 3 15X RUST, 5X RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE 5 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE 6 DOWELS BELOW 7 HORIZONTAL REINFORCEMENT BELOW iA 18" 22" DETAIL SCHEDULE FOR 14 It N PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR: SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE WITH 2 15X RUST, 5X RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY 1". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 AMENDED SOIL, SEE SPECS. 9 2" SPECIFIED MULCH 10 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE 11 CAST -IN -PLACE CONCRETE, GRAY. REINFORCE PER 15. 12 PREPARED SUBGRADE MEMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 13 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 14 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. CONTINUOUS WALL ENFORCEMENT PER 15. AT 12"X8" COLUMN PROVIDE (2) - 15 #4 DOWELS. NOTE LONGER LENGTH AT COLUMN. 1 11 8 0 00 - - - - - 8 ///// II ---- 58. 2 /i/i I I DISTANCE 10 /// VARIES ii 1 SEE SHEET 51 AS BUILT: FILLED WITH CONCRETE THE WIDTH OF COLUMN (HATCHED). REFER TO DETAIL 18, SHEET 52 FOR PLANVIEW 13 2= TIER WALL SECTION DETAIL SCHEDULE FOR 15 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR:SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 1 TO MATCH MORTAR). SLOPE CAP 19 TOWARD NEAREST ROAD. MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS, FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING, ALL CAP PIECES TO BE RADIAL. MIN. 4' CONSISTENT JOINT SPACING. 2 MEM(BR)ACORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE DAVIS COLOR: COCOA, LIGHT SAND BLAST FINISH. 4 SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 5 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 6 2" SPECIFIED MULCH I 7 AMENDED SOIL, SEE SPECS. 8 ':PREPARED SUBGRADE 9 CAST -IN -PLACE CONCRETE, GREY 10 M4 O 18" VERTICAL WITH (3)-#4 HORIZONTAL TOP, MIDDLE, BOTTOM. 11 (3)-#4 TOP AND BOTTOM WITH #4 STIRRUP O 18" 1 2 SLOPE DN. 1X 12" 3 , r, 4 g~ • 5 R 10 `r N R i a 6 7 18" 8 9 M CITY OF FORT COLLINS, COLORADO ENOINEERIN(1 DIVI$10N 12 22" 4 `a a N —16"- OPENING CENTERED BETWEEN COLUMNS DISTANCE VARIES SEE SHEET 51 to w 17 DETAIL SCHEDULE FOR 16 do 17 Lam' 1X 18" `v N co AS BUILT: FILLED WITH CONCRETE THE WIDTH OF COLUMN (HATCHED). REFER TO DETAIL 18, SHEET 52 FOR PLANVIEW CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 1 COLOR 6130 (COCOA), LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. 2 FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR MC 67. j JOINTS SHOULD ALL BE APPROXIMATELY }". RAKE JOINTS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 3 WITH 15X RUST, 59 RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 PRECAST CONCRETE CAP ABOVE GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO 5 CONCRETE 6 DOWELS BELOW 7 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 8 HORIZONTAL REINFORCING BELOW NOTES: -THESE DETAILS AND DIMENSIONS APPLY TO BOTH COLUMNS. CONCRETE NOTES REINFORCED CONCRETE: DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-05). CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-05). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: F'C - 4500 PSI, W AGGREGATE SIZE, 4" SLUMP, 5% ENTRAINED AIR, TYPE 1/11 CEMENT. DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99). REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. PROVIDE INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3". EXPOSED TO EARTH OR WEATHER - 1-1/2". City Of 'DE511544EU UY: DRAWN UY,/ / "APPKUYLU ISY: im C LR I BC DH LR DH SCAL.: DATE: CHECKED Y: DATE: I04/26/2010_ LR/DH 104/26/2010 PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR:SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR I TO MATCH MORTAR). MANUFACTURER TO SUBMIT FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. AVERAGE 4" DEPTH CLEFTFACE SANDSTONE. COLORADO BUFF SANDSTONE 2 WITH 159 RUST, 5X RED, ARRANGED IN AN ASHLAR PATTERN. MASON TO CONSTRUCT SAMPLE PANEL FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3 MEMBRANE FLASHING CAST -IN -PLACE CONCRETE. ANY CONCRETE EXPOSED TO VIEW TO BE DAVIS 4 COLOR: COCOA, LIGHT SAND BLAST FINISH. SUBMIT SAMPLE OF FINISH AND COLOR TO LANDSCAPE ARCHITECT FOR APPROVAL. FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR, DAVIS COLOR C 67. 5 JOINTS SHOULD ALL BE APPROXIMATELY 4". RAKE JOINTS. 6 COLD JOINT 7 DRIP GROOVE CAST INTO BOTTOM EDGE OF PRECAST CAP 8 GALVANIZED CORRUGATED STRAP TIES O 16" O.C. EACH WAY SHOT INTO CONCRETE EMBRANE FLASHING IN FIRST JOINT ABOVE GRADE. COTTON ROPE WEEPS 10 LAYED HORIZONTALLY ABOVE FLASHING, TURN TO EXTERIOR 16" O.C. TRIM FLUSH WITH JOINT. 11 EXTEND ENDS OF TWO(2) DOWELS INTO POCKET IN BOTTOM OF EACH CAP SECTION. SEAL PENETRATIONS THRU MEMBRANE. PRECAST CONCRETE CAP WITH LIGHT ACID ETCH FINISH. DAVIS COLOR:SAN DIEGO BUFF. RAKE ALL JOINTS IN CAP, FILL WITH URETHANE SEALANT (COLOR 12 TO MATCH MORTAR). SLOPE CAP 1X TO FRONT. MANUFACTURER TO MAIL FINISHED SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CASTINGS. FIELD VERIFY LENGTH DIMENSIONS BEFORE CASTING. MIN. 4' CONSISTENT JOINT SPACING. 13 TWOW CORRUGATED TIES IN EACH JOINT. SEAL PENETRATIONS THRU MEMBRANE. 14 CMU BLOCK, FILL ALL CAVITIES AND JOINTS SOLID WITH MORTAR. 15 4" GRAY CONCRETE. USE COMPRESSIBLE FILLER W/POURABLE URETHANE SEALANT IN ALL JOINTS. 16 _ COMPACTED STRUCTURAL FILL 17 REINFORCE COLUMNS AND WALL PER DETAILS 1 AND 2, SHEET 52 NOTE: -THESE DETAILS AND DIMENSIONS APPLY TO BOTH COLUMNS. RECORD DRAWING 22" DATE: 1/19/11 RECORDED DATA PER CITY OF FORT COLLINS ENGINEERING DEPARTMENT. SHEETS 52 AND 53 UPDATED TO SHOW RECORD INFORMATION. 1218 W. Ash, Suits C Window, C11ondo 80550 Phone: (970) 074-3300 Fax: (970) 674-M INTERNIST C O N S U L T I N G G R O U P Rv N CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED - CITY DogER DATE CHECKED BY: WATER ! ASTE ATLR UMITY DALE CHECKED BY: s u tt DATE CHECKED BY: PARRS t RECREATIONDATE CHECKED BY: DALE CHECKED BY: orl E COLLEGE & WILLOX STREETSCAPE WALL DETAILS 53 OF 65 RECORD DWG Cl - 299 CONSTRUCTION NOTES o. THE 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 AND MASTER VALVE ASSEMBLY AS N INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION AUTOMATIC 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 r BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. V O IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2'&(1)1" SLEEVES, THROUGH L BORE, TO BE UTILIZED BY MAINLINE AND WIRES. D �CONTRACTOR 0 CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR 0 POTENTIAL FUTURE CONNECTION TO CONTROLLER. O O6 CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE U CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE W IRRIGATION PLANS. 0 CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. Og CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. G ----------- SHEET 55 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Record Drawing By: 4. . m I brothers IRRIGATION LEGEND SLEEVES: SCHEDULE 40 PVC 0 e ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 2DO PVC A • POP-UP SPRAY SPRINKLER: RAIN BIRD 1004-SAM-PRS W/10 1-INCH SIZE UNLESS OTHERWISE INDICATED SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) c n ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES 1-INCH UNLESS OTHERWISE NOTED FLOW (GPM): Q-0.65 H-1.30 F-2.60 UNCONNECTED PIPE CROSSING o e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET POINT -OF -CONNECTION ASSEMBLY FLOW (GPM): Q-0.93 H-1.85 F-3.70 m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA - - POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB FLOW (GPM): RCS-0,49 LCS-0.49 SST-1.21 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P 0 ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 N GATE VALVE ASSEMBLY PRESSURE 30 PSI FLOW: 0.25 GPM G QUICK COUPLER VALVE ASSEMBLY Ar i .6 POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET 9 AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 RAINBIRD PEB (SIZED PER PLAN) (9 AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ1006COM 0 a if POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET O L FLUSH UNIT ASSEMBLY PRESSURE:40PSI FLOW (GPM): 0-0.40 H-0.74 F-1.47 �- INDICATES CONTROLLER AND STATION NUMBER 0 05 AF POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET 1 14 -.a-INDICATES LATERAL DISCHARGE (GPM) PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) OA IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER XC-HYBRID CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET -BB: 2 STA. USED CONTROLLER R: HUNTER XC-HYBRID CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE IRRIGATION SYSTEM OF 80 PSI (PER CITY METER SHOP), AT A MAXIMUM COMPLETION OF THE PROJECT: DISCHARGE OF 10 GPM AT THE 0.75-INCH IRRIGATION POINT -OF -CONNECTION (POC). BACKFLOW, AND MASTER VALVE SHALL A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY ALL BE THE SAME SIZE. VERIFY PRESSURE AND FLOW ON SITE PRIOR OPERATED VALVES. TO CONSTRUCTION. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED A. IT IS UNDERSTOOD THAT THE EXISTING IRRIGATION SYSTEM FOR FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF WILLOX ON -SITE IRRIGATION HAS 80 PSI+ WITH A MINIMUM OF ALL ROTARY SPRINKLERS. 50 GPM AVAILABLE TO UTILIZE. MAINLINE IS SIZED FOR 50 GPM. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS CONSTRUCTION. OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH CONTRACTOR. OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING LOCAL ELECTRIC UTILITY CODES. SHOULD BE NOTED: 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WHENEVER POSSIBLE. WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE 11.INSTALL TWO (2) #14 AWG CONTROL WIRES FROM CONTROLLER PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING CASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE MATERIALS, AND ARCHITECTURAL FEATURES. BOX. (NO SPARE WIRES ARE NECESSARY FOR THE ON -SITE WILLOX IRRIGATION SYSTEM AS THE SYSTEM UTILIZES A TWO -WIRE CONTROL C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF PATH). CROSS TYPE FITTINGS IS NOT ALLOWED. 12. REMOTE CONTROL VALVES ON WILLOX IRRIGATION SYSTEM SHALL BE INSTALLED ON A TWO -WIRE CONTROL SYSTEM AND WILL THEREFORE REQUIRE DECODERS. REFER TO TWO -WIRE CONTROL SYSTEM DETAILS. `HINES IRRICA TION CONSUL TANTS7 INC. SYSTEM DESIGN AND WATER MANAGEIENT SERVICES 323 W. DM AD, SUIE 204 FORT CULK WILD o e052e Ta wkm 570.M.1500 Fmc 970.22S.449 MLP MLP EWP SCALE: DATE: CHECKED BY1 DATE: 1 "=2014/26/2010 1 EWP " #NrsRWEST 121e W. Ash, sub C Whwsor,Cobndo 80550 Phorr: 970874-3300 Fac 970�i6743303 C O N S U L T I N G G R 0 U P N FL4�� * 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER CHECKED BY: WATER ! WASTEWATER UTILITY CHECKED BY: STORAIWWTER UTILITY CHECKED BY: PARKS ! RECREATION CHECKED BY: TRAFFIC ENONEER CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT IRRIGATION DESIGN 54 OF 65 RECORD DWG Cl - 299 MATC NE - SEE SHEET 54 IRRIGATION LEGEND 0% C% N e� V 0 O U ROLLER M F wrMY. w1wom I I Mainline and later in common trench. A � P'C 1 - - 1)2" SIZ : 0.75-INCH 1O P*1 SSURE: 80 PSI FLOW: 10 GPM CONTROLLER AT arAM Ib bow. w'Ib . 1)4" SLEEVES THRU 4" BORE) i ,t Ground O NCH 10 PSI -M--- L! SHEET 56 Ground 3 Cl 1)6"dr(1 E )4» �- 8 k] The irrigation eouipment North to South orientatio P 0 C 3 clartly• The installed ew SIZE: 0.75-INCH oriented from East to V* J PRESSURE: 80 PSI FLOW: 10 GPM CONTROLLER C O Mm i1 Y YeM» wrr» C Record Drawing By: .o k M� brothers SLEEVES: SCHEDULE 40 PVC <t> e ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC o M 0 POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 1-INCH SIZE UNLESS OTHERWISE INDICATED SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0,79 F-1.57 LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) e A ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES 1-INCH UNLESS OTHERWISE NOTED FLOW (GPM): Q-0.65 H-1.30 F-2.60 4— UNCONNECTED PIPE CROSSING o e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET �- POINT -OF -CONNECTION ASSEMBLY FLOW (GPM): Q-0.93 H-1.85 F-3.70 m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P 0 ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 H GATE VALVE ASSEMBLY PRESSURE 30 PSI FLOW: 0.25 GPM G QUICK COUPLER VALVE ASSEMBLY NPI ,r !J POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 RAINBIRD PEB (SIZED PER PLAN) ff A AV POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ10OBCOM MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET <V1.r FLUSH UNIT ASSEMBLY PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 �— INDICATES CONTROLLER AND STATION NUMBER m 6 f POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET FA-T-1 PRESSURE:40PSI FLOW (GPM): 0-0.86 H-1.82 F-3.64 14 — INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) OA IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER XC-HYBRID CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-8B: 2 STA. USED CONTROLLER R: HUNTER XC-HYBRID CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED CONSTRUCTION NOTES 0 THE 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 AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION AUTOMATIC 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 IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2'&(1)1» SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. OCONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. 60 CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. O7 CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. O8 CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. A HINis IRRIGATION CONSULTANTS, INC. SYSTEM DESIGN AND WATER MANAGEAMNT SERVICES "I. DRAIIE RD 9ME 2 FDRr COU N% COEDr11o0 MW Tdwaw 970.M.1100 Far. 970=41192 121E W. Ash, Suit C Wlndsor,Cobrado 90500 Phone: 270ES74-M Faa 17OF1743303 INTERWEST CONSULTING G R O U P N 0 10, 20' 40' CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: aTY D ONEER CHECKED BY: WATER ! WASTEWATER UTIUTY CHECKED BY: STORMMMTER UTILITY CHECKED BY: PARKS ! RECREATION CHECKED BY: TRAFFIC ENGNEER CHECKED BY: UtJIGNtU UT: UKAWIV tlT: 'AYYKUVGU CT: COLLEGE WILLOX IMPROVEMENTS PROJECT -'n"' CITY OF FORT COLLINS, COLORADO MLP MLP EWP 55 SCALE: ATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=20' 14/26/2010 A EWP I IRRIGATION DESIGN A 65 RECORD DWG C 1 - 2 4 4 Oh o. N 1 r CIA Irrigation Record Drawing _M) T_Q,N LI N E I 111 DATE: 1-27-11 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Record Drawing By: mill brothe NINES IRRIGA TION CONSUL TANTS, INC. �� SYSMW DESM AND RNTER MANAGEMENT SERMlES 323 R. DRN(E R0, SURE 204 R1Rr COLLINS. MOM W= TdWww 070M.1e00 Fax: 170.220.480 MLP I MLP EWP SCALE: ATE: CHECKED BY: DATE: 1"=20' 4/26/2010 . EWP FNTRRwsxr I I I I I I I I I CONSTRUCTION NOTES O1 THE 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 AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION AUTOMATIC 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 IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. CONTRACTOR SHALL FIELD LOCATE EXISTING 4—INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2-&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. O5 CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. OCONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO —WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2—INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON —SITE HUNTER ACC TWO —WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON —SITE IRRIGATION PLANS. ` 7 CONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD —TO —HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. ` 8 CONTRACTOR SHALL STUB —OUT 2—INCH MAINLINE AND 3' OF TWO —WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. 121e W. Ash, SUN@ C Wlndaor,Colorado W550 Phone: 170m74-3300 Fait 370-8743303 C O N S U L T I N G G R O U P N 1 7&mw I I ok CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER CHECKED BY: WATER a WASTEWATER UTILITY CHECKED BY: STORMWMTER UTILITY CHECKED BY: PA S ! RECREATION CHECKED BY: TRAFFIC ENGINEER CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT IRRIGATION DESIGN 56 OF 65 RECORD DWG Cl - 299 I cj 'r V 0 0 O U wN c� 4992 4989 M711 4983 C:"17 FIT11141 49M 4983 Cr:',7 COLLEGE AVENUE 8� p j PROPOSE I FLOWLNIE qT FADE Ira i GRADE �Nf li -- d I - II II 5' TYPE R I + R INLET R INLET 7 10+00 10+60 11+20 11+80 12+40 13+00 COLLEGE AVENUE • LEFT FLOWLINE 13+60 iESii41 iLSS--=9 w d X d� a ♦ 4 GRADE FLOWUNE - GRADE T FLOWLINE 10+00 10+60 11+20 11+80 12+40 13+00 13+50 COLLEGE AVENUE - RIGHT FLOWLINE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 14+20 14+80 O t woo Z H City SCALE of ---. _.._ _ .. ...... _ .. ......- --- - .. Fort Collins MP0 ES : DAIS: CHECKED BY: DAIS: 1 "=.30r I 04/26 /10 I lq rw■ W W t U) W U) V Z :3 U 4 LINE TABLE LINE LENGTH BEARING L24 112.37 L25 17.97 L26 6.67 L278 6.50 L28 42.07 L29A 80.08 L298 31.19 L30 1109.94 L31 1 23.81 " Liz 1 19.35 L33 1 26.96 L34 1 48.46 L35 1 13.73 L36 6.68 " L37 8.0 L30A 89.03 " L38B 14.55 " L39 57.26 L40 28.59 L41 3.51 L42A 1 60.00 L428 125.54 L43 21.24 L44 44.49 L45 21.24 L46 52.52 L47 140.33 L48 135.52 L49 130.91 L50 17.43 L51 10.97 S8914,V400E L52A 80.81 " L528 106.56 " L52C 132.52 L52D 89.93 L53 21.24 L54ISoo. '230W L55 1 21.24 L56 4.48 " L57 12.26 " L58 1 101.16 V-8" 2'-6" B 4 1/2" 4 1/2" 1-1/2"R 6" 2"R ° -. 2"R ° 6" ° . G ". 14" � °. .� 6" ° . 4 ". . i_ a' 1 Q" COLLEGE AVENUE PRIVATE PARKING LOTS 2' VERTICAL CURB AND GUTTER 2' VERTICAL CURB AND GUTTER MODIFIED WITH 8" CUTTER PAN (2" INFLOW) (CDOT TYPE 2 SECTION IIB) (CDOT TYPE 2 SECTION IIB) (MODIFIED) N.T.S. N.T.S. 6" 4 1/2" 6" 2' 6" 1-1/2"R -•�-� 1 /2' 20R g" 1 Z" ° OR TO °. EX. 8" OR TO CONC. EX CONCRETE DOWEL TO EX A VARIES d c d <p a. CONIC O 6' CENTERS (12"X/6 BAR) SEE M 609-1 COLLEGE AVENUE MEDIAN PRIVATE PARKING LOT 1' OUTFALL CURB AND GUTTER 2' CONCRETE CHANNEL (CDOT TYPE 2 SECTION IB) N.T.S. N.T.S. CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH C33 39.27 25.00 35.36 C34 8.11 5000 " 7.z5 C35 8.15 5.00 ' " 7.28 C36 23.81 24.71 22.90 C37 7.89 5.00 7.10 C38 39.09 25.00 35.23 C39 10.77 200.00 10.77 C40A 17.80 15.00 16.77 C408 1 13.69 1 7.00 112'01'280, N59*47'18"E 11.81 C41 1 22.75 1 25,00 ' " 21.98 C42 1 7.26 5.00 &64 C43 1 7.56 5.00 MM'120 S43*45 16*W 6.86 C44 7.89 5.00 7.10 C45 37.62 25.00 34.17 C46 10.77 200.00 10.77 C47 25.81 15.00 " 22.75 C4a 6.60 5.00 6.13 C49 6.38 5.00 5A6 C50 25.92 1 15.00 22.81 C51 5.45 15.00 5.42 C52 5.45 15400 5.42 C53 5.45 15.00 5.42 C54 5.45 15.00 20*4a!240, NJJ'05'3rE5.42 C55 18.66 500.00 16.60 C56 16.32 200.00 16*31 C57 16.32 200.00 16.31 C58 38.65 25.00 34.91 C59 39.46 25.00 w2alloft 35.49 C80 5.45 15.00 " 5.42 C81 5.45 15A0 5.42 C62 5.45 15.00 5.42 C63 5.45 15.00 5.42 C64 S4.71 35.00 49.31 C65 39.46 25.00 35.49 C66 16.66 500.00 16.66 • 15 • 30 .• HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' RECORD DRAWING DATE: 12/13/10 RECORDED DATA PER CONNELL RESOURCES CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE NORTH COLLEGE MARKET PLACE UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHT-OF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. 4. ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEET 43) PWMM UNDER TIE DP=T SU►ERYMM OF Oftoev PRA011 1218 W. Ash, Sine C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENON IM CHECKED BY: WATER ! WA37EWA70 UTLITY CHECKED BY: STORMWAM U71UTY CHECKED BY: PAW & Tort CHECKED BY: TRAFFIC ENGNM CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT COLLEGE FLOWLINE PLAN AND PROFILE 11 OF 65 RECORD DWG C1 - 299 0 Lil NEW IRRIGATION IN THIS — AREA SHALL BE DESIGN -BUILD PER CITY OF FORT COLLINS. I I I IRRIGATION LEGEND _ POC 7T W14 2)4" (2)4 1" W24 1. 2' ; 1 4 1 1" (2)3- 3 (2)3" - (2)3"dE(1)2" \ (2)3"&(1) ---- ----- ----- ti �t (1)2" VNRE SPLICE I NEW IRRIGATION IN THI AREA SHALL BE (1)4", DESIGN -BUILD PER CII OF FORT COLLINS. 1)2" (2)3' SLEEVES: SCHEDULE 40 PVC p e ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): 0-0.26 H-0.52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC e e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 1-INCH SIZE UNLESS OTHERWISE INDICATED SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) e n • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 NOZZLE PRESSURt: 30 PSI RADIUS: 12 FEET SERIES LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC FLOW (GPM): 0-0.65 H-1.30 F-2.60 1-INCH UNLESS OTHERWISE NOTED -- UNCONNECTED PIPE CROSSING o e e POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET POINT -OF -CONNECTION ASSEMBLY FLOW (GPM): Q-0.93 H-1.85 F-3.70 m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P 0 ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINBIRD 1401 N GATE VALVE ASSEMBLY PRESSURE 30 PSI FLOW: 0.25 GPM c QUICK COUPLER VALVE ASSEMBLY 11 S lJ POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 RAINBIRD PEB (SIZED PER PLAN) !1.0 / POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ10OBCOM MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 OrU FLUSH UNIT ASSEMBLY INDICATES CONTROLLER AND STATION NUMBER 0 POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, �i— MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET FAn i-- INDICATES LATERAL DISCHARGE (GPM) PRESSURE:4OPSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 EEJ " INDICATES VALVE SIZE (INCHES) �— INDICATES SPRINKLER RISER POP -LIP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) O IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER XC-HYBRID CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-8B: 2 STA. USED CONTROLLER R: HUNTER XC-HYBRID CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED Record Drawing By: y r mild brothers C ,�Ti���:�i��[�www]�i O& 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 AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION AUTOMATIC 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. IRRIGATION SHOWN IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. (�� CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2-&(1)1" SLEEVES, THROUGH - BORE, TO BE UTILIZED BY MAINLINE AND WIRES. \5/ CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. O6 CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. CCONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. HINES IRRIGATION CONSULTANTS, INC SYSTEM DESIGN AND WATER MANAGEMENT SERVICES 323 w. DWA FA 91RE 204 FORT CU118, CMMU e0528 70whm 5702811.1800 Fa: 970.22L4e12 IMTERWEST 1218 W. Ash, Suits C Wndaor, Colorado 90550 Phone: 1970a8743300 Fac -970:1874-3303 C O N S U L T I N G G R O U P i I I I I I I I I I00 ILn Iw 1= ICn N 0 10' 20' 40' , CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER CHECKED BY: WATER !WASTEWATER unuTY CHECKED BY. STORMWATER unurr CHECKED BY: PARKS 4r RECREATM CHECKED BY: TRAFFIC ENGINEER CHECKED BY: REVISIONS: UA It: utJ brut v Cl I: uRnmv o I: rrrrwvw o r: ancr i Imigg& Record Drowina 1-27-11 CITY OF FORT COLLINS, COLORADO MLP MLP EWP COLLEGE/WILLOX IMPROVEMENTS PROJECT 57 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION 1"=20' 4/26/20101 EWP IRRIGATION DESIGN 65 RECORD DWG Cl - 2 9 9 I r V WNN H LLJ LLJ 17 U) LLI Ld V) IRRIGATION LEGEND SLEEVES: SCHEDULE 40 PVC <!> M ■ POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET MAINLINE PIPE: CLASS 200 PVC FLOW (GPM): Q-0.26 H-0,52 F-1.05 1.25-INCH SIZE UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC M e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/10 1-INCH SIZE UNLESS OTHERWISE INDICATED SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.39 H-0.79 F-1.57 LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) e n • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/12 LATERAL PIPE HEADER TO TREE BUBBLERS: CLASS 200 PVC NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET SERIES 1-INCH UNLESS OTHERWISE NOTED FLOW (GPM): Q-0.65 H-1.30 F-2.60 -� UNCONNECTED PIPE CROSSING o e • POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET f� POINT -OF -CONNECTION ASSEMBLY FLOW (GPM): Q-0.93 H-1.85 F-3.70 m BACKFLOW PREVENTOR ASSEMBLY: FEBCO 825-YA POP-UP SPRAY SPRINKLER: RAIN BIRD 1804-SAM-PRS W/15SS SERIES NOZZLE PRESSURE: 30 PSI PATTERN: 4 X 15 FEET m MASTER VALVE (AUTOMATIC CONTROL VALVE) ASSEMBLY: RAINBIRD PEB FLOW (GPM): RCS-0.49 LCS-0.49 SST-1.21 ❑F FLOW SENSOR ASSEMBLY: DATA INDUSTRIAL 220P )K ROOT WATERING SYSTEM WITH BUBBLER ASSEMBLY RAINSIRD 1401 H GATE VALVE ASSEMBLY PRESSURE 30 PSI FLOW: 0.25 GPM 0 QUICK COUPLER VALVE ASSEMBLY !l i N POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET AUTOMATIC CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS PRESSURE:40PSI FLOW (GPM): Q-0.19 H-0.37 F-0.75 RAINBIRD PEB (SIZED PER PLAN) 0 t! if POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, ® AUTOMATIC CONTROL VALVE ASSEMBLY FOR DRIP: RAINBIRD XCZ100BCOM MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET �Lr FLUSH UNIT ASSEMBLY PRESSURE:40PSI FLOW (GPM): Q-0.40 H-0.74 F-1.47 �- INDICATES CONTROLLER AND STATION NUMBER 0 A5 0 POP-UP ROTATING SPRAY SPRINKLER: MP ROTATOR ON HUNTER MPR40-04CV, MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET LAU INDICATES LATERAL DISCHARGE (GPM) PRESSURE:40PSI FLOW (GPM): Q-0.86 H-1.82 F-3.64 INDICATES VALVE SIZE (INCHES) �- INDICATES SPRINKLER RISER POP-UP HEIGHT (4-INCH UNLESS OTHERWISE NOTED) AO IRRIGATION AUTOMATIC CONTROLLER: CONTROLLER A: HUNTER XC-HYBRID CONTROLLER B: HUNTER ICC-800-PED: 5 STA USED CONTROLLER C: AQUA CONSERVE ET-8B: 2 STA. USED CONTROLLER R: HUNTER XC-HYBRID CONTROLLER W: EXISTING HUNTER ACC-99PED: 24 STA. ADDED b I CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE IRRIGATION SYSTEM OF 80 PSI (PER CITY METER SHOP), AT A MAXIMUM I CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE IRRIGATION SYSTEM OF 80 PSI (PER CITY METER SHOP), AT A MAXIMUM COMPLETION OF THE PROJECT: DISCHARGE OF 10 GPM AT THE 0.75-INCH IRRIGATION POINT -OF -CONNECTION (POC). BACKFLOW, AND MASTER VALVE SHALL A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY ALL BE THE SAME SIZE. VERIFY PRESSURE AND FLOW ON SITE PRIOR OPERATED VALVES. TO CONSTRUCTION. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED A. IT IS UNDERSTOOD THAT THE EXISTING IRRIGATION SYSTEM FOR FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF WILLOX ON -SITE IRRIGATION HAS 80 PSI+ WITH A MINIMUM OF ALL ROTARY SPRINKLERS. 50 GPM AVAILABLE TO UTILIZE. MAINLINE IS SIZED FOR 50 GPM. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS CONSTRUCTION. OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 3. COORDINATE UTILITY LOCATES ('CALL BEFORE YOU DIG') OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH CONTRACTOR. OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING LOCAL ELECTRIC UTILITY CODES. SHOULD BE NOTED: 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WHENEVER POSSIBLE. WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE 11. INSTALL TWO (2) #14 AWG CONTROL WIRES FROM CONTROLLER PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING CASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE MATERIALS, AND ARCHITECTURAL FEATURES. BOX. (NO SPARE WIRES ARE NECESSARY FOR THE ON -SITE WILLOX IRRIGATION SYSTEM AS THE SYSTEM UTILIZES A TWO -WIRE CONTROL C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF PATH). CROSS TYPE FITTINGS IS NOT ALLOWED. 12. REMOTE CONTROL VALVES ON WILLOX IRRIGATION SYSTEM SHALL BE INSTALLED ON A TWO -WIRE CONTROL SYSTEM AND WILL THEREFORE REQUIRE DECODERS, REFER TO TWO -WIRE CONTROL SYSTEM DETAILS Record Drawing By: mitt brothers HINES IRRICA TION CONSUL TANTS, INC SYSTEM DESIGN AND WATER MANAGEMENT SERNCES 323 w. MM PA WM 204 FORF C01IW Ca10111D0 8052e T*FhgIIR e70.2l2.= I=: e70.22e.402 MLP I MLP EWP SCALE: DATE: CHECKED BY: DATE: 1 "=2014/26/2010 1 EWP NNTRRWEST 1218 W. Ash, Suits C Windsor, Colorado $0550 Phone: 3700574-M Faii 1970:8743303 C O N S U L T I N G G R O U P CONSTRUCTION NOTES 1O THE 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 AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. O PEDESTAL MOUNT THE IRRIGATION AUTOMATIC 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 IN HARDSCAPE FOR CLARITY ONLY. IRRIGATION COMPONENTS SHALL BE INSTALLED WITHIN LANDSCAPED AREA. CONTRACTOR SHALL FIELD LOCATE EXISTING 4-INCH BORED SLEEVE PER CIVIL PLANS. INSTALL (1)2-&(1)1" SLEEVES, THROUGH BORE, TO BE UTILIZED BY MAINLINE AND WIRES. O5 CONTRACTOR SHALL INSTALL PVC BALL VALVE (PER DETAILS AND SPECIFICATIONS) FOR RESTAURANT OWNER TO MANUALLY OPERATE IRRIGATION SYSTEM. CONTRACTOR SHALL INSTALL CONTROL WIRES AND COIL 3' OF WIRES IN VALVE BOX AT CONNECTION POINT FOR POTENTIAL FUTURE CONNECTION TO CONTROLLER. OCONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION MAINLINE AND TWO -WIRE CONTROL WIRES FROM WILLOX SYSTEM. MAKE NEW 2-INCH MAINLINE CONNECTION AND ROUTE MAINLINE AND WIRES AS INDICATED. FIELD LOCATE ON -SITE HUNTER ACC TWO -WIRE CONTROLLER SYSTEM AND COORDINATE WITH IRRIGATION MAINTENANCE STAFF PRIOR TO CONNECTION. REFER TO WILLOX ON -SITE IRRIGATION PLANS. OCONTRACTOR SHALL FIELD LOCATE EXISTING SPRINKLERS IN THIS AREA AND INSTALL NEW SPRINKLERS TO MATCH EXISTING. CREATE HEAD -TO -HEAD COVERAGE AND INSTALL NEW SPRINKLERS AND LATERALS ON EXISTING SYSTEM. COORDINATE WITH WILLOX IRRIGATION MAINTENANCE PERSONNEL. _J CONTRACTOR SHALL STUB -OUT 2-INCH MAINLINE AND 3' OF TWO -WIRE CONTROL WIRES IN STANDARD VALVE BOX FOR FUTURE CONNECTION AT KING SOOPERS ENTRYWAY. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER CHECKED BY: WATER a WASTEWATER UTUTY CHECKED BY: STORI MTER UTILITY CHECKED BY: PA S ! RECREATION CHECKED BY: TRAFFIC ENGINEER CHECKED BY: COLLEGE/WILLOX IMPROVEMENTS PROJECT IRRIGATION DESIGN SHEET 58 OF 65 RECORD DWG, 1A C1 - 299 O% N 1 v 4) Z J U i�1 I / \ LEGENDS \ \ -- r \viLRi1GAL Cho % % \ � HOLDINGS, LLC > \\ \ MAIM d _ I PC LFL STA:16+97.N, 9.6C LT 1 \ \\ \\ Y PC LFL SUk16+1616, I PT LFL 7PT LFL STA:17+05.3, &W LT A F1IOP L62' LT STA:io+8 L46, &W LT LFL STA:17+23.16, 0.W LT SYSIOA S�)J -- END CUP^ MAT AL STA:17t111 `NSTALL TOP ON 6 TYPE R INLET IIFL STA:17+46.63, 26.19' RT- - - - - XJ116, MATCH --- -- 7+46.99, 29.96' RT MVE 49 LF TO THE EAST COLLEGE MARKET PLACE PLANS COLLEGE AVENUE \ FROM 6" TO N. COLLEGEAVE (US287) E1 STA-19+29.96 20+06 -1 7RANSITKN FROM 6' TO O" HEAD N V , OM IIFL STA.19+46.39- \\ CL STA:19+43.97, 3ILW RT ILFL STA-19+5&N as- "1%" .Ir. -an I ----I I II I \ \ I I I n d 8t St la FLOWUIE - cEiGRADE DnTlNG GRADE T FLOWUNE 16+00 18+80 17+20 17+80 18+40 19+00 COLLEGE AVENUE • LEFT FLOWLINE 19+60 pieib g cd PROPOSED OWNE GRRADEE - - - - - - - - sd - - � � - / / I I EXISTING GRADE r ••. - •� � � / AT FLOWL6IE / � `_-_ ----- �5' TYPE I I R WET I 1 I I y TYPE I I R INLET I I 16+00 16+60 17+20 17+80 18+40 19+00 COLLEGE AVENUE - RIGHT FLOWLINE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION IE•2SZr] 4995 4992 4689 49M C�F3 4992 49M 4983 UNE TABLE L LEM07H L4 11237 L25 17.97 L6 6.67 L2E 6.50 42.07 80.06 2 31.19 L30 1 109.94 L31 1 23.81 L32 1 19.3s L33 1 25.96 L34 1 48.46 w L35 13.73 L36 e.6e L37 8.50 L38A 69.03 L30 14.53 L39 57.26 L40 28.39 " L41 3.51 L42A 60.00 L42B 128.54 L43 21.24 L44 44.49 L45 21.24 L46 82.s2 L47 "L49 "L.50 "L52AL828 L51 11M4.33L48 L52C L52D 8943 L53 21.24 L54 44.49 LSS 21.24 " L56 4.46 L57 12.26 L58 161.16 ■��®�ti1'6'Y�4fY9� ■�� • •�fiRT!R'Y�T�� ■�� • • c7F"l ffTrl;rzFY7® ■�IIIIEDEN •. ,•ff7r.TrwFnFrFrim ■R37IIIIEDEN • • , • � , • , ,. ■�WTUM rr7.v mF7v7T ..7ORME ■ice® • • ....��® ■�-® • • �r•r�rr•-r® RECORD DRAWING t City of --- ----- - - FI CO���nS MP: SCALE: DATE : CHECKED BY: DATE: 1"=30r I 04/26/10 . I SECTION 2'-6" 2'-6" 6• 6" 4 1/2" 4 1/2" 1-1/2"R 2"R °6" 6. 20R ° .7 12" L °a -A,°n. 4. d e :aA COLLEGE AVENUE PRIVATE PARKING LOTS 2' VERTICAL CURB AND GUTTER 2' VERTICAL CURB AND GUTTER MODIFIED WITH 8" CUTTER PAN (2" INFLOW) (CDOT TYPE 2 SECTION IIB) (CDOT TYPE 2 SECTION IIB) (MODIFIED) N.T.S. N.T.S. t'-6" 6" 4 1/2" 6" 2' 6" 1-1/2"R t/2" 2"R 7 8" ° VARIES 12" e ° OR TO EX. d °. 6" OR TO CONC. v d ro a. EX CONCRETE °. � a Q DOWEL TO EX CONC O 6' CENTERS (12"X/6 BAR) SEE M 609-1 COLLEGE AVENUE MEDIAN PRIVATE PARKING LOT 1' OUTFALL CURB AND GUTTER 2' CONCRETE CHANNEL (CDOT TYPE 2 SECTION IB) N.T.S. N.T.S. 1. ptATES lt1ALL � SS"M1' MelEC110LS Ow OALVANQED 11tlDED ORATE10 R 21 x " EEME10 NFOR OTCH ORATE aPENNo SMALL t a• MBE BY 2-1/r OEEP N TOP OF Nu:T. 2. ALL CONNECTIONS SHALL N: WATotealT. IRRIGATION BOX DETAIL (MODIFIED CDOT TYPE C INLET BOX) CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALy 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. ALL DIMENSIONS ARE TO FLOWLINE OF CURB. 2. SEE NORTH COLLEGE MARKET PLACE UTILITY PLANS FOR STORM, WATER AND SEWER DESIGN IN RIGHTwOF-WAY. 3. SEE GRADING PLAN FOR CURB ELEVATIONS OUTSIDE ROW. 4. ANGLE POINTS IN CURB LINES ARE PROHIBITED. CONTRACTOR TO MAINTAIN MINIMUM RADII SHOWN. ® PEDESTRIAN RAMP DESIGNATION (SEE DETAILS ON SHEET 43) 30 15 0 30 60 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970)674.33DO Fax: (970) 674-3303 INTl REE66T C O N S U L T I N G.. G R O UI PRE►AM LNOEIt THE DIRECT SUPERVISION OF CITY OF FORT COLONS, COLORADO UTILITY PLAN APPROVAL APPROVED: CITY EMOMM E CHECKED BY: / WATER & WASTEWATER unUTY CHECKED BY: 2� wA unun 2'11) 11 CHECKED BY: P t TM �ONAL•Y`- CHECKED BY: IR,MC ENONEER �GONZD pNZ0,%,J1*A5 CHECKED BY. COLLEGE/WILLOX IMPROVEMENTS PROJECT COLLEGE FLOWLINE PLAN AND PROFILE 12 OF 65 RECORD DWG t 1 y '>>± 9 9 PC LFL F--ELt94,M ML27 IC Af fTA 10+k&m Q W /y C-- U L2 I 4992 4963 .�3 4980 i WE e Y• N 1, NEW ,• a • y Y• a s I WINNER9� SEEM - WE . . _O - - • • • • •• 162 . Y. on ......................-.........::........:...�;: S. .- -ter ..- _.._yam -- -„'� ---= ] ] ] M_- - - ""- T n 8 8 R 0 8 "It Q V ` 4992 A >w s �+1 irS 49N GRADE /FLOI"E _ - - - 4986 _ ---- ---- - - - - ----------------- GRoulw 4983 4900 10+80 11+40 12+00 LEFT MEDIAN I FLOWLINE PROFILE 12+50 13+20 13+50 14+40 10+0u 10+ZU 10+CU n 4 n ? 8 r.� 8$ 8 n 8 8 R + 8 FLONUGRIDENE 8 0.481 d d n 1 $ A N < - 4992 49M us 49M 4983 4980 4980 10+80 11+40 12+00 RIGHT MEDIAN I FLOWLINE PROFILE 12+60 13+20 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 14+40 15+00 YFSS•1•J RECORD DRAWING DATE: 12/13/10 RECORDED DATA PER CONAELLIIEIr rES REDLINES AND CITY COMMENT& II-LY49 CitySCALE Of 'DESIGNED BYf DRAWN BY: 'APPROVED BY: fins MPO I ES : DATE: CHECKED BY: DATE: lot= 30' I 04 /26 /10 I 16+0u 5001 49H 4995 4092 49N 8p �� FLOIIIJNE GRADE 1.271I __----- EXISTING GROUND CURNVWEE MC27 4.99 1.90 3.54 Mc2e 10.4o So.00 10.36 MC29 20.00 101.00 25.92 MC30 12.61 49.00 12.58 W31 9.42 3.00 6.00 MC32 28.00 101.00 25.92 MC33 12.81 49.00 12.58 MC341 .05 So. 00 &04 MC35 7.85 5 00 7.07 MC30 6.28 2.00 4.00 MC37 16.73 1 15. 1 sm i WwOE 1 &87 MC35 11.15 10.00 10.56 MC30 7.65 5.00 7.07 LINE TABLE LIE IUNMI WARM ML4 2.36 ML5 265.00 MLA 27.73 ML7 296.36 MlA 60.00 ML9 27.73 ML10 504.38 ML11 1.55 ML12 A.00 ML13 77.65 ML14 50.20 ML15 1 3.00 4998 (SAN DIEGO BUFF) 4995 a 4992 HARDSCAPE MEDIAN DETAIL NTS 4980 49M t7+to 17+40 49M CALL UTILITY NOTIFICATION CENTER OF COLORADO LEFT MEDIAN 2 FLOWLINE PROFILE 811 Q(y 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4995 4992 4989 A 144 n -1 ' d did d 55 55 5 5 PROODBED NE GRMW 0.641 N-EXIS"ING GR D 30 15 O 30 60 HORIZONTAL SCALE: 1 " = 30' 4995 VERTICAL SCALE: 1 " = 3' 4992 1218 W. Ash, Suite C Windsor, Colorado 80550 4989 Phone: (970) 674.3300 Fax: (970) 674-3303 INTIRWR$Tl C O N S U L T I N G G R O U P 40M 17+10 17+40 4986 CITY OF FORT COLLINS, COLORADO RIGHT MEDIAN 2 PREPARM L*M TW DWCT Y,n1,W" OF UTILITY PLAN APPROVAL FLOWLINE PROFILE APPROVED: CITY ERaREEItt - 0 CHECKED BY: _ WATER t WASTEWATER UTILITY 342NVORMWA70 CHECKED BY: _ u uTY III 111 CHECKED BY: PARKS A TM _ /OVAL CHECKED BY: 1RAFMc ERaA1EElt _ �tON?D �sa1,JIFI(�S CHECKED BY: _ COLLEGE/WILLOX IMPROVEMENTS PROJECT SH13 COLLEGE MEDIAN PLAN AND PROFILE OF 65 RECORD DWG C 1 - 299 T- V 0 O U W it RECORD DWG Cl - 2 9 9 N w LOT 1 I 3 wxLOx CR098I1VG P.U.D. I J E I / / I �► DOUBLE TYPE 13 v / I COMB MET I \ II \ LAMPLIGHTER LODGING, INC.ME I \ \1 MINI MART ✓_\ �---P.U.D. --— ✓ \ —I 4, MSTAIHt�t•7S _ - \ _ �YPL -J SINGLE 13 L_ — n / I J Q SiM41'►161n STORM A2 STA:10+00 COMB INLET I J0 " 5' TYPE R INLET � `+�� RCP — �— SINGLE TYPE 13 E G — Trr I,STORM y — Al STA:10+00 STORM COMB INLET .. , �g CEO iv — r ' EX .. , 18' RCP £X ROW 18" R P1 topRgW +• '♦ .. •... ` ` ::: 24" RCP A�—•'—I 24 R ,. ',• ' r . _ . ST ... . A E E E E E E E --7 FO F STA: + EX BURIED `.''. '. ..�..... , • T .. •.: 'y .. •• .'. £ F '''.. ..'.;''.:'.s... Q !' G G W _ FO FO -0 FO FO G G G S7+Ae46rf�>! �-F FO ----Z------ ----- T— SZ444+17- 5' TYPE R INLET —G G— CORE DRILL AND GROUT FO JUNCTION BOX (M EX MH (MODIFY) •''' „ r 2 R •' 4' MH (SHALLOW W/ FLAT TOP) a SOLID 4' SCH 40 PVC DRAIN • 2% MIN. CUT EX CONCRETE V EITHER SIDE. —UNDERDRAIN CONNECTION—Z � T- -"�•�.-�.' N 1488914.7 •' *' :..f '.:�... '. �' '• COLLEGE — — — — — — E 311636042,'.' (APPROXIMATE �. ;;� .:': y y • . }1I. ^" :'. n+oo INSTALL 4" BELOW BOTTOM OF CONTROL LINE EX AND PROP CONCRETE. r f CONTROL LINE ---------- ,�'':.';`:..:..�,;'•::..,,'.� :'..'.,,., •• --- Aff COLLEGEAVE ---------- ---------------------- ';t•• ��,. :. r,, .. ..�: r' • (US2B7I EX ROW ---- ------------------------- W _ _ , ... �— W C W C W C W W W ",'; '.r E We T ...,: r„„• �:....•. 1• PROP ROW . . • �. , - ,.. « •r' 1 ' .f 4966 4962 [:F7 4976 4073 4070 K a 8 °xx° 8 * H YY -H -H jn N 8� v — �1 to 9 it EXISTINGRADE L W - r_----, r I1 3 — — --- —� PROPO D ; GRADE n 114 LF 185 LF -- _ lib If 24" RCP 3 3i4 tF 24 n RCP O 0.307G 74 EX 24" RCP O 0.237I I QLbi61C L� 20 LF WA R 1 8 " RCP 41 19 LF 16" MIN CLEAR O 24" RCP 24" RCP W GA� 3 a O Arom O D 9A7F RELOCATE BELOW atAr Q1 X 18" MIN CLEAR RELOCATE ELECTRIC BELOW RELOCATE ELECTRIC BELOW WATER 18" 14IN CLEAR 8" MIN CLEAR RELOCATE BELOW W 18" IN CLEAR 3 W i n 9+80 10+40 STORM A 11+00 11+80 12+20 12+30 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 13+40 14+00 14+60 491 4M 4979 4076 4973 4970 aOD m + s61� f < * p Z 1 / \ PROPOSED GRADE — , EXISTING GRADE 18" RCP 18" RCP O 2-CABL RELOCATE BELOW 18" MIN CLEA 9+80 STORM A2 4991 4991 r.r T 4070 4079 4076 4078 4973 4073 4070 4970 10+40 O} N EXISTIN GRADE PROPO D GRADE 28 LF RCP O"AABw f. Qi 9+80 STORM A City Of 'UL51UNLU 9T: DRAWN BY: 'APPROVED BY: Fort Collins _ ES SCALE:: DAIS: CHECKED BY: ATE: 1"=30' I 04/26/10 I 10+40 CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 4091 49M 4905 4982 NOTES: 4979 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 2. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 4076 3. STATIONING IS CENTER OF STRUCTURE. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. S. EXISTING UTILITY CROSSINGS SHOWN IN PROFILE 4973 ARE APPROXIMATE. IiLTLI 4965 CrFi7 C!Fi•I 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1" = 3' RECORD DRAWING DATE: 12/13/10 AxeKX XX" DENOTES RECORDED DATA PER KING SURVEYORS 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970)674.3300 Fax: (970) 674-3303 INTBRINBBT CONSULTI N G GROUP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PR'SMED UIOER THE DIRECT 91PE1tNlION W APPROVED: CITY ENa11EER - E « CHECKED BY: _ WATER • WASTEWATER unuTY C CHECKED BY: _ 34� wA unun iI CHECKED BY: ll / I ( 11 PARKS At REd1EAT10N — /ONAL CHECKED BY: _ IRAFFIC ENOIpEEJt fete RD p>:Ao/p-N65 CHECKED BY: _ COLLEGE/WILLOX IMPROVEMENTS PROJECT SHEET 23 STORM SYSTEM PLAN AND PROFILE OF 65 4973 4970 RECORD DWG C 1 - 2 9 9 c-L-Ij f�3 4079 4070 4973 4470 • f T — S 3 s>Mao � -I SAWCUT LINE — W (Typ) W 4 PEW 4 SCH 40 PVC DRAW -. CONNECT PERF 4 SCH PVC DRAIN TO 0" S < H 3 ^ < < N 1~/1 In �* M In N g �X Vl W ' PROPO D GRADE II EXISTING �� � — — — — — — 111� GRADE _ TELEPHONE=77.4 TO BE RELO ATED w *4 24" RCP O � .79"LT 24" RCP O��% 97 LF 24" RCP O f� I Ll�1 TELEPHONE-7 TO BE RELOCATED w .3 15 LF TO EX 24" RCP ELECTRI BE RELOCATE • :9 STORM B 10+40 11 +00 11+60 12+20 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION I� i u \ PVC DRAIN O 2)9 M \ OUT kNTO EX MM.g '. 4965 405 4962 4962 4979 4979 4976 4976 4973 4973 4070 4970 —CLEANOUT7 — — — T �(�) I n� SAWCUT LINE (TYP).//I W Om O f�/1 rrl N EXISTING GRADE 4GRADE 2 LF 16" RCP- 0 I— ET:- 10+40 STORM B I CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. ALL STORM PIPES SHALL BE INSPECTED BY THE CITY OF FORT COLLINS, 2. RCP STORM SHALL BE CLASS III WITH WATER TIGHT JOINTS (ASTM C443). 3. STATIONING IS CENTER OF STRUCTURE. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. S. EXISTING UTILITY CROSSINGS SHOWN IN PROFILE ARE APPROXIMATE. 30 15 0 30 490 5' HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' 4079 4976 4973 C!•ii•] City Of 'DESIGNED BY: DRAWN BY- APPROVED BY. FOrt Collins MPO I ES SCALE: DATE: CHECKED BY: ATE: 1 "=30' I 04/26 /10 I RECORD DRAWING DATE: 12/13/10 0e,W )M" DENOTES RECORDED DATA PER KING SURVEYORS. INTERWIfT 1218 W. Ash, SuBe C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U I CITY OF FORT COLONS, COLORADO UTILITY PLAN APPROVAL PRIPARED UNDER 111E DIRECT SOWN" OF APPROVED: CITY ENGINEER — / CHECKED BY: WATER ! WASTEWATER UTILITY — CHECKED BY: 2� sTDRMWA uMITr — '1'll%1) fj !r CHECKED BY. PAS & _ /CNAL CHECKED BY: TRAFFIC_ ENGINEER �E�oe►>gNJIIK11j CHECKED BY: _ COLLEGE/WILLOX IMPROVEMENTS PROJECT STORM SYSTEM PLAN AND PROFILE 24 OF 65 RECORD DWG C1 - 299 O� N I J ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B Accolade Elm Ulmus carpinifolia 'Accolade' 11 " cal. B & B Skymaster Oak Quercus robur'Pyramich' 2" cal. B & B Chanticleer Pear Pyrus calleryanna'Chanticleer 11l. B&B OQRP Redspire Pear Pyrus calleryanna'Redspire' 4 .5" cal. B & B Red Barron Crabapple Malus'Red Barron' 1.5" cal. B&B Hoopsii Blue Spruce Picea pungens'Hoopsii' 4 8'ht. B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME CITY. SIZE RMKS. SHRUBS & GRASSES CAK Feather Reed Grass Calamagrostis acutiflora'Kar► Foerster' 177 1 gal. MSP I Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 152 1 gal. PAT Russian Sage Perovskia atriplicifolia 341 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. I SIZE RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 24" D.C. TOTAL 59 RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. 11MoP%' H Fi--::: 0' 40' INTRRWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 F�(u1=Z0]0 EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE 0 0 SHRUBSEEN SHRUBS AND GRASSES BOULDERS l_ C SOD AREA PERENNIALS W W NATIVE SEED MIX W W WALL STREET LIGHT SHEET KEY MAP CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: OTY ENGINEER Dim CHECKED BY: TER a ASIE ATq UIUTY DZ1E CHECKED BY: s TER uTEJTY _771[ CHECKED BY: PARKS ! RECRE T" DAIS CHECKED BY: IWAM ER DAIS CHECKED BY., DAIS DATE: uLJlUMLIJ 13T: UKAWM EI T: AYYIIIUVLU DT: Jnttr CITY OF FORT COLLINS, COLORADO City of C/LR BC/DH LR/DH COLLEGE & WILLOX STREETSCAPE 44 bil Whm SCALE: DATE: CHECKED Y: DATE: OF ENOINEERINO DIVISION _ 104/26/2010� LR/DH I04/26/2010 LANDSCAPE PLAN 65 w RECORD DWG C1 - 299 O� IN r� V .« III 1 i. MATCHLINE PAGE 44 1 Vf"IN"PTATP"' I AS -BUILT 1-PCR I 4-JHBC I 8-HS 10-MSP 10-CAK I I 8-PAT I 3JHBC ' 2JHSC 8-CAK 4-MSP 4 , 9-HS I I '4 ' t 1, t' A AG 100 1 1 1 1 mom 2-UCA 24-CAK 26-PAT 24-CAK 3-QRP• —B-HS 24-HS S-MRB 10JHBC SEE SHEET 51 FOR WALL LAYOUT 0-HS 11-MSP 16-CAK . 4-JHBC WHBC 3-PCR - 18-MSP M M M M M M 01 , 1 1 , 1 1' , 1 , 1 , 1 1 , 1 1 :A , 40 •�'4- ' W CITY OF FORT COLLINS, COLORADO ENOINEERINO DIVIOWN ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. TREES GTK Skyline Honeylocust Gleditsia triacanthos inermis 'Skyline' 16 2" cal. B & B UCA Accolade Elm Ulmus carpinifolia 'Accolade' 11 "cal. B & B QRP Skymaster Oak Quercus robur'Pyramich' L 2" cal. B&B_ PCC Chanticleer Pear Pyrus calleryanna 'Chanticleer' 11 5' cal. B & B PCR Redspire Pear Pyrus calleryanna'Redspire' 4 .5" cal. B & B MRB Red Barron Crabapple Malus'Red Barron' 1.5" cal. B & B PPH I Hoopsii Blue Spruce Picea pungens'Hoopsii' 4TE,B & B TOTAL 59 ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE RMKS. SHRUBS & GRASSES CAK Feather Reed Grass Calamagrostis acutiflora 'Karl Foerster' 177 1 gal. MSP Purple Maiden Grass Miscanthus sinensis purpurascens 130 2 gal. HS Blue Avena Grass Helictotrichon sempervirens 1521 1 gal. PAT Russian Sage Perovskia atriplicifolia 34 5 gal. JHBC Blue Chip Juniper Juniperus horizontalis'Blue Chip' 70 5 gal. PAH Dwarf Fountain Grass Pennisetum alopecuroides 'Hameln' 51 1 gal. TOTAL 614 ABBR. COMMON NAME BOTANICAL NAME QTY. I SIZE RMKS. PERENNIALS RFG Black -Eyed Susan Rudbeckia fulgida'Goldstrum' 5911 gal. 12411 O.C. TOTAL 59 RECORD DRAWING DATE:2/9/11 RECORDED DATA PER CITY OF FORT COLLINS AND RIPLEY DESIGN. SHEETS 44, 45, 46, 49 AND 50 UPDATED TO SHOW RECORD INFORMATION. REVISION CLOUD AROUND AS -BUILT MODIFICATIONS. 8 Fi--::: 20' 40' MOF%TH Cityo"DESIGNED BY: DRA" BY: APPROVED BY: WWilnS BC LR BC DH LR/DH SCALE: D CHECKED BY: DATE: _A_ 04/26/2010,1 LR/DH I04/26/2010 INTRRWEST 1218 W. Ash, Suits C Window, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 8743303 N S U L T I N G G R O U P SYMBOL LEGEND EXISTING TREES DECIDUOUS TREE ORNAMENTAL 0 TREE EVER 000 SHRUBSEEN >Q�o SHRUBS AND GRASSES ,i f.l BOULDERS SOD AREA PERENNIALS W W NATIVE SEED MIX W W WALL STREET LIGHT CITY OF FORT COLLINS. COLORADO UTILITY PLAN APPROVAL APPROVED: qri E40 NEER DT CHECKED BY TER t ASTE A1ER 7707y Dim CHECKED BY: s TER UTatri —DTT_E CHECKED BY: PARKS s RECRE— CHECKED BY: DTr1t_ RAFM E CHECKED BY: _ COLLEGE & WILLOX STREETSCAPE " 45 LANDSCAPE PLAN OF 65 RECORD DWG C 1 - 299