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HomeMy WebLinkAboutFORT COLLINS VOLUNTEERS OF AMERICA, ELDERLY HOUSING - PDP - 14-01 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS3 O 111 111 111 xISIIPK CROSCP i 1oP BAR SPEC IFI I I 11 I II I II I II I II I II I II I II I I II Ito I II I 111 II Il4 Praxctm R u, atop bar CROSSWALK MARKINGS Shiite Slop war a w LeNths __ _—---- �-:ail' , T 11 IT a . w `c`u ta0 t1 t 1 f 1 1 al I II 1 11 I II 1 II I II I I I burrµ u.v 1 II I eI� O I II y� s No CROSSPAN i 111i V STOP BAR SPECIFIE I 1 i V 1 YI I YI I Y 1 I tl I "fwrentbl la,re sYalal 16 r'S 1> 4sge<ee ii m� aMwd`awrn?F.awKn` I a I Ke ile.id awe lea. la I 11 I 41 I I IY ACTES 1 Y e 1 continental min 0 II 15') �1I 1 Ib crass -- sill be poutiaved Y 1 1 Y I Won Crms�mn rctir 4q swop war, -- snail Itch the eey of tM ryaa I e I trosrMn waves b+So bar sptina -- I le i daa bw Porn.waa .r'loop! oro� twd tl noalM wrla{piq span a'e 1 Cantaw ilwl oass.wk era that, we I palm aeatered m wcb mare I 1 the curter of Mth lea- Goal 1 1 + s 5' Sure or eons snob at rwcbee a bar centered in the Una) Both 1 A t maw tataanml mrs snail a J att It centered on ire curb t wtter n assae. v`6' Gosspan n=3sa=m— ANw jC� I 1! 6' quD T tr»pen wu `� Bons to Itch pan Z Q o yaj e+pr w 13' frr r aa.tm.a raw' To tan iae i r FBr /y I I F 1 1 Cwceptam The somatreaa �e laa late ~ trnviat. t Me Bo I ratan, 11 1 rare I 1 t l Ail "i0tuAal (ma1str irm Shallurk 1 1 ,late t the taanlsl bars Muwarm a sum r w is if 1 1 wt. bar' m Wafhd. nor strp�a Stan 1 1 ter.iatw at the s<a bar IC KI IC 11 1 11 1 1 1 1 toter do tM apamrn so tie 11 I to-xttiis I I 1 IC I I rpcal for fort Cars edy. STANDARD PAVEMENT MARKING DETAIL n HTS PARKING 8' 0, g' NIN MIN. • S' V ONE SIGN PER SPACE REOUIREO V/ SIGN POST HANDICAP PARKING LAYOUT DETAIL n NIS Length Varies Loden/\\ Loveland Only 3/d' 2 1/2' IJd 3/a1l' yrSW SAMP E 2400 12'�6 i 2 >f!f Ljo A y^ eta& A (Typ) NOTES Detail I. Street none rust be 5' white lettering. FHVA Series 'B'. 2_ Prefix oust be 2' hunloom FHVA Series 'C' and placed on the upper, tort. 3. SuFfi. and Mock moaber must be 2' lettering and nurbers. FHVA Series 'B'. e. Overall sign length dimension varies according to length of street name. 5 All sign lettering and green background materiel must be at least Engineering grade sheeting per rHVA/ No silk screened signs will be permitted, 6. Street numbers shall always point to higher block hunker. 7. Aluminum sign blank shot( be 0.10 thickness with i' radius thickness. STREET NAME SIGN DETAIL(D NIS 15Ot 4 «. w3V sy. N f21 TL-3806 p-we Rivets r � Past t26121 -g Goss imia d phi -g' W CRITERIA EOt SINEi[ POST NS& BT \sr Ikea I Post Saw y x• h x• zzy a zzy . s. r . I RPYB 9 Strret Curb sw standard NOTES: rig 16-3 1. Attach the sign panels tightly to the past and use oversized rashers to keep the Sign Fran breaking loose From the past when Nt by a v,Nlu. 2. Sign panels shade be minted a nvinn of 7 Feet above the saverent or Vound. 3. Signs larger than 36 inches In length or width require wind bracig and! speck( Post desgn a. Sleeve and past are square steel tube (perforated) 5. al ma Parking' signs shun be Installed at 45- from Flow Line SIGNPOST DETAIL n NIS 1- Reis shalt be novarat luster davension. 2. Posts Shan be 6' w 6' rot -resistant hnber 3. Use 6' .W 1,,tori.ed orange straits on rtibctorized aNte bbckground. Front side only, pent back and edges whit!. w. Utner options ay be used as aarovetl by Local Entity Engineer, These Signs and barricades mist be installed bytheDeveloper at the and of oil new streets that dead and on teroarary basis. " —at be na- laved by the Developer until the street Is eater Wed by Future development. STANDARD TEMP DEAD END BARRICADE DETAIL NIS NA e1CORPORnTF() llW 9NeF SMEI MYItM1W ®4 ROE IDtul1871 Sa : Ni tdQamw. UE51011FD BY: LtW. uvm BY. CNN O*MBY: VAT mt. wilt gim, Mai 0 Z (n (n J :3 a O OD F- W Y CK [If O O W JO Z OJ O d W� Q Z 0 J � (n O z Z O Q W CC 0 0 0 Z F-- 0 W N O IL C4.5 TKw V. I IN & COMPACTED cq.+ m NATERIAL TO ETON .47 A INITIA4. LIFT SkALL NOT EMEED 7 rCET W DEPTH BEDDING DETAIL NTS PLAN VIEW VUR TKNEN Alit -TIGHT ftm virK 4' IT 4' PARKER �WIELVIAG PIPE KIMING OF CONPACTED ROCK OR LEAN CONICREIC COHPACTED GRAMNLAR NAIERIAt- I' I a' HACKER a MNPVC SEPIPE 45: � SEVER f N,T L AIR -TIGHT Ptw OrSELDING TrPIPE NxSEDDINx G CONPAC:a Oft LE. CGICWTE CROSS SECTION SERVICE WYE DETAIL 4OTEm)NEOwP NET NIS I n. LAC P' A ,vPft1, w Mva awiPqsvm 1. TNT, CUTOFF WALL=igm-A_A NIS � �Q,Mft 1. w . M. (AT 1 .1 VR RDS A CONCRETE ENCASEMENT DETAIL NIS �@ LK F-IMSHED MAU NA W0PP()FtkTED W m.,y A37'. C-471; "AMPLE �. -7 PLASTIC *,ml O.C. • NO,� E All. C-.t SECTIONS T— TV- v �EL T MTO a-,KL uclim ON INSIDE to IRCiOtK^ f A!Ilr ySKET 1� ran-IN-PLPCr CON(WIF SASE NOTE MN3NlN INstv TIMM* W PIPE NW:aE SWAl., K As MLOVS- 0' OP LESS bc Z, NECIST rWB{I{.0 IASL ALTEPNATr BASE SANITARY MANHOLE DETAIL( NIS hat �m -.4, YaU�411` V � all" W- -7 tRK LIU IONA" —T 9mgZAGAND "N mIm.,Mm EA,, em, PPE ID. b. R {1ww1111NFIN Runs AND IaCA� law 0 - va 4 ows I EM1Ja mE 11 IN 12 - *1 a tLw; 4 `NNE 77" ISC— It 33 ft. Ii SANITARY SEWER JOINT ENCASEMENT "is u MSIGAMITY. m 0160olly. MT "t 1014C OEM MADI I I C4.4 I MSIGAMITY. m 0160olly. MT "t 1014C OEM MADI I I C4.4 I J EL . W 4 VI ARYL am UoI • .MT . W. ,. 9.tldln9 mal.rAA seaeaAW,M a AAMIml 01 12 ..AI.. AIAAAA tap or AIR., 2. 11ol'.1o, m¢tMbl NY" A. n TMAYel a A iRoN.f bw.. "I Nb11 eWpWWEMR'R iS' Aelp,WWWM.S "W WGIO wW.•Im N r KR � KYMP WI.KA{T X_" MMtlMVM KARING SVRFZ AWEA� (m, R.) I IRE WEIeRS D{. AO I 9ll ,1 1/A' 21/2 .5' pd' a' L¢ 13 2A w5 3.5 !' 1.5 2W ¢5 W.0 53 12' J.0 •.5 9.0 1A.5 !30 .. ACARMIC SMRFACES ARE A WIBRMMLQ ACCAIREMEkT AND 00 N01 REUEK OE51V. OIWhCCIt dF AESPryNyyL,TY YC DMOH EACH TAANST III TYPICAL WATER TRENCH DETAILS OENERµ NOTES: P'JLYEM�Y12aeIEE Nls - AdA) AIK.NU� 1 9e.WM9 wrfxe mean AHoxn u. ci,no n n mTlmum /� ' i � • 2 AN M10I to be .Tapp" .iln PalrtaXIm.. v I 3. Pipe :Ista" N"A, ¢mdhlpne dilf.rAnf Will th. K.W 1 nm"1101, .n¢wnUFld ANC" w¢Uk. tbn,.t btockA 4WFAet det"d Ir tNa.c PeFUWJae epndi!1¢ne ♦. III blacks m pipe IVW than IZ IneheA dmvIX1 ILRU wbeaeqAMID In sl�a Xietlt..Nld NN ¢¢ndltlane e+isXlnq et tHA ..Tueel in un u To 1/1 eC, All. Fe' 0. 5. War To $ae 1" 0130C) bF Cpllor.t. r.¢yf.TMYD. MAR ee; pe ml ..lW M ony .I,.N. AMY. AAAe ss..,w y No Ion.__9 IT,— ... emAM......) u ,AYA.A,O GMPa ..n.wW9 ^.tx III tl,.. Ay .wy F.n M N i11 A.•. IevO IM .t,..l No PIlAQI" <°m.ear,. (I�. LeeMe, .1[.) 1. M ... A. Iwi e,. mnmclM MLLy. 4 b . weA ..1 5 MI Awn ,Mlr NI n°II m w 6.a A.cplmu .n. m.l. PN eetww e. IM ,Winn IM lA Ih In.n II owi e,m.. Ae'-P'MI.. I. ,gAN.d br P4meIM (RAI II .11 NIWAt Med, IM A.A., M.m.NAN,T AN-l" q. vole Abul-M wlw. i" DOMESTIC WATER METER DETAIL s NIS THRUST BLOCK DETAIL n NIS O J O tr I WORD 'WATER' ON COVER MECHANICAL JOINT RESTRAINT APPROXIMATE GROUND LINE Y 075 WEDGE DETAIL BOLT HOLE VALVE BOX WIN TAI WIDE OVAL BASE DIMENSIONS I��Ioo®mn�m NOTES: I.) REFER 10 DENVER WATER MS-27 OR SECTION 605 PARAGRAPH D 2.) OTHER MECHANICAL ANT RESIRNNI DEVICES MUST BE APPROVED BEFORE INSTALLATION MECHANICAL JOINT RESTRAINT K-G-,\ NIS GATE VALVE NOTE FIRE HYDRANT ASSEMBLY DETAIL NIS POLYETHYLENE T18E PRE I STEP t mrNK[ vA,e6 to aea, o,nR. •.,e ,eem aM I� CFAON MDR I. AT. sere by E« IA,Aw.) M s/s Md, ead f hw, AwMeea, eT ee ...1 maN Y PVC. w .NYn ur . +yyby y,a M uW. 2. a an. a arwF«IM4nMa A,.1 `rol YPM be.M ¢Prpallu, .W 3. L.l¢1A.A AT All bea W,d ,eAlle PR Ma M eaPWde, To a maimd e y dn..i, ♦ GlYA .apwlM0Yt1 M M I. ma,. campe. Am W. be AOMAe b .4 le b And Aa.Aep IW0.n✓..mm". MIf M.M M 1ryR te.b AIy M MWAMe II,A eaMN A.,,e,Me b Mile e,NKW.W. 5. RA Ap/ley. AM M !wK N{.IaAn . *" M e,AV AWMA% e. PAnee. Y,¢I M type A e.eP.l 1. Aeme'AM.A Abe te . Tle. - AT 5 bAl Peal M» "Ale, PK TYPICAL SERVICE DETAIL NIS ROD DIAMETER, GRADE & LENGTH OF TIED PIPE POLYEMILENE VIBE PIPE mamum 18' S0, . 6' THICK GONG. PAD TO BE Z -]" MOVE EXJSnxc (RGMO DUT- SIEE OF PAVEYEN? ELEVATION FOR TOP OF COVER, I'N.AOO M PAVEMENT, SIALL BE SI IN ACCORDANCE WITH COUNTY PAYING REQOREMENTS. PLASTC TAPE STEP-2 PIPE POLYETHYLENE TUBE TEE OR VALVE IF -DEARER THAN OPERA PROVIDE OPERANNC NUT STEP-3 PLASTIC TAPE EXTENSION WITH F L CENTERING RING FIELD INSTALLATION -POLYETHYLENE WRAP 1 STEP-1 PLACE TUBE OF POLYETHYLENE MATERIAL AROUND - BENDS PIPE PRIOR TO LOWERING PPE INTO TRENCH CARE SMALL BE TAKEN WHEN INSTALLING VALVES ON LINES TO ASSURE PROPER SUPPORT DE THE VALVES. ME ENGINEER WILL REDUIRE WOII BLOCKS OR 3/4- WASHED ROCK 1O BE INSTALLED UNDER THE VALVE r0 PROVIDE PROPER SUPPORT WHERE REWIRED. VALVES SHALL NOT BE PLACED RJ CONCRETE GROSS PANS GATE VALVE DETAIL i1 STEP-2 PULL ME TUBE OVER ME LENGTH N THE PIPE TAPE TUBE TO PIPE AT ANY FOLD MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WIN THREE CIRCUMFERENTIAL TURNS DE TWO-INCH WDE PLASTIC TAPE r0 HOLD PLASTIC TUBE AROUND SPIGOT END STEP-3 ADJACENT TUBE OVERLAPS FIRST TUBE AND IS SECURED WIN PLASTIC ADHESIVE TAPE THE POLYETHYLENE TUBE MATERIAL COISRING THE PPE WLL BE LOOSE. EXCESS MATERIAL AND SHOULD BE NEATLY DRANK UP MOAN ME PIPE BARREL, FOLDED INTO AN OVERLAP ON TOP OF THE PIPE AND HELD IN PLACE BY MEANS OF PIECES O THE PLASTIC TAPE Al APPROXIMATELY THREE TO FIVE FOOT INTERVALES NOTE: ALL RODOING TO BE ENCASED IN POLYEMYLENE SEPARATED FROM THE PPE POLYETHYLENE WRAP DETAIL NISI NOTES, I. LENGTH OF TED PIPE MEASURED EACH WAY FROM VALVES AND BENDS 2 CLMIPS. RODS W MEGALUGS NOT ALLOWED FOR 24' At LARGER PRES 3. 0.OIMIEIER, L•LENCM, C•GRAO YS•WILD STEEL, HS-HIGH SMENGTH •. MINIMUM 1.5' GROUND COVER REQUIRED 5, BASED ON 150 PS INTERNAL PRESSURE, FOR L AND PRESSURES LISTED ON DENVER WATER SHEETS 16 OF 60 FOR D AM G 6. ITS MEANS MILD STEEL ROD ASIA STANDARD DESIGNATION A-36 7. HS MEANS HIGH STRENGTH ROD AS1M STANDARD DESIGNATION A-193 GRADE 0-7 0. NUTS SHALL BE ASIA STANDARD DESIGNATION A-307 GRADE A OR B HEXAGON HEAVY SERIES 9, MEGALUG MECHANICAL JONT RESTRAINT CAN BE USED IN UEU DE RE RODS FDA OF OR PVC MANS 10. LENGTH REFERS TO THE AMOUNT O PIPE WHICH MUST BE RED TOGETHER AND IS NOT NECESSARILY ME LENGTH OF THE RODS 11. LENGTH OF RED PIPE CHARI IS AL50 FOR ME LENGTH O JONI RE57MT FOR MECALUGS LENGTH OF TIED PIPE n NIS NA, INCORPORATED TiSMIKFSMfI R N.W.Ao FM mm. 1 DESIGNEDBY 1 OEGIEDBY AAT JC9� F 1WIc� 0 00 2 } W O O W U -If z O J zFW- U 0 0 o_ O lL N0. N J F- W 0 w W Q C� NIS RE&I SWCTIDN A -A A—J PLAN VIEW T- S[C710N H v CONE •ACE ASSEMLV DETAIL .. NOTES WE 0-de 1. MKCAQYnII ] rO .. a MLI y»y • ]LpS 10 .� I x nods m NEI ON. a ydeCI NIN Tag sacwNm •E a -a N mallet caloWrz s row wL[ar a EOUYO OXIL IN.. R cavrxm N ,o rN, ca»Ncnms. wocaowa ww wv,To v-1h. ]. w CI ATE NLwes TANK a caX1Nn eds DETAIL •A• N-Er KIM, R..VIp wwwo row ♦ 3T.. SOUL r f nRtl [W ] IT w m,er vvE a Nit. 4' CURB INLET -OPENING DRIVE -OVER CURB & GUTTER n NLS A AND FRAME BY APPROVED EQUAL. AJ PLAN VIEW 35 3/A IN. 61_ N. ,_ 23 3� IN OR OF IN. OR _T Ff O 12 N. :NHS. KTYP) SECTION A -A SECTION B-B GENERAL NOTES I. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE. PARKING LOTS. MEDIANDS. SUMP BASINS) AREA INLET DETAIL n TIES .Nate - — iN -E A�ASS pBB��i�p! r IBBY�iNYill zf w rN r �% do J a ,IT »secrlDN A -A B t1 T P IT 1 AJ PLAN VIEW 3 TY ] w u, Iw don» e>n QENKN®M0 EMM©®mee® IY EAII n.''U.r.RS� LLAUWI 13miYWJ 0®mBHO® 0®®®B® ocngam®o® MIMMIM■EL112" 0WME=m=® I 1 Ippn TFr[ b »] u t• WN L W I 1 Trw Ion UCTM LJ E-e AN y I�» 03N TNW A u.. BAR B&NG DIAGRAM NNATO, Na, win Ol.xn1[3 ML AND W O[nI[D B. NR3 $IMK,11114 n ew Mn 11EKgl@Ipll Mplllp KE$ Mi NYN Np.lpm x NLT Iowls W Nus caKn N ON 3 Kweb° RFIwFi N wsus wows . • 3 N Ad as . ENVY NI rwM I®I[ORmIpN N ICP hM 9,N3 RE , In N CLEm, H}i.+iF1HIrYr;.B�4TimN!HiBiBFIB 4' CURB INLET -OPENING FOR VERT C & G (REINFORCEMENT) NIS A 1 3. « KI.v. K.MI f➢W rY 1 Cua1» w •rxmsa reset -1 1Yu"11' IL. �xs I I a N I I I— a N1 i�1rp•1 �rLIN r {r KIN 'I' eNFj N .Ion %(MXL trpr ye A _-J PLAN VIEW ��.aow Ns wN w IN wA♦- W I I Mow 3N ITAw I � rz B J SECTION A -A 'H�' ICSECTMi 94 J-4TSIS�-RAG! AMd�I., DETAIL. tr b NSTM 1D s¢ p-re FOR sEKma,<x. s rm aIR a wE, vats WE avE m x.Ami�rroNaivi K m nab wr[q wTm uwTa zttwas sxE o-e ro IN[ caKcnors ° �>+ m NTM Nwa[vsawrap x 3 waelaE Nw.as Th. do 1rzawVp rds DETAIL •A• KEr, T. IT. ANT OM.ln1. r. INEL 9,N1 Is r nea Iw 3 n. a &n MOLE w NET. 4' CURB INLET -OPEN FOR VERT CURB & GUTTER n NTS NA INCORPORATED ]n s,Mll�sdEn FpAxrAw mffi M Ad. TOY ..e 0i Yi DAY 0 MANHOLE FRAME A COVER GROUT ALL AROUND MIN PC NON- SNRINX MORTAR NEENAH R-ITO6 OR EQUAL-SAIDARY SEWER - OR 'STORM SEVER" D COVER CEMENT GROUT RECAST CONCRETE ADJUSTING RINGS SEN NTH RUIR-NET( PRE(ONMEO JOINT CASKET 6' Full Depth Asphalt r If less than 2f YIN of istivsection s aF eXbe X/T Ca]poNtr Sectlr oved TRIG E SECTION a/concrete. It re Roust be rrmovrtl and rrplscetl. 12' DESIGNED BY'. QNt RA IF ABOVE GRADE ELIMINATE RINGS IF AB <mle.) DAMON Br: m trench vats - c 1 r New Asphatt/Concrete PRECAST CONCRETE a Varied � .> .� QEO®BT: PAT MANHOLE STEPS 5• YIN THICKNESS RINGS AND CONES M a Clean Road Base 8> Eidson, Road Bare 'fir 1Nk DATE 030)A1 NEENNI R NTL-W SEA ALL ANTS NTH ORR EQUAL RUB'R-NEK PREFORMED JOINT CASKET ,. ®BIN NANO i . D-IB- WX FILL SPADE BETWEEN PIPE AND MANHOLE WALL MIH NON-91R1NK GROUT. Conpoct_ S or Pavement te Lifts of Sutdble n Lip Lip of Existing Nutter I J- MIN INVERT 70 BE FORMED OUT Noterlals I O CAST N PLACE CONCRETE BASE = MIN N0. 1 BARS W W O.0 EA WAY RAZE ON UNDISTURBED SOIL C 12• (water t Sewer) (See (SNote beow Far 9 lFS Cn 11/Y COYCOMPACTEDWASHCD ROCK ,y KNMJ 6' Crow. Utility Conduat O O = J Q SLOPE 1/2- RR GODi 6- MN B- AM LONG BELL OP FLEX COUPLING Betltlln, Nd<rrbt J O W VARIABLE NTH WATER STOP w J NOTES: Undisturbed SOL p O W 1, SHAPING FOR SMOOTH MANHOLE INVERTS NOTES J U LLI 0 P MIN MUST BE DONE BY FORMING OR SHAPING BE DOME I. AU trenches ahaN be bacNFlllyd In accordance with the above detail unless the Entity. C Z NORTHING/ EASTING BASE otherwise specified by Local Q REFERENCE POINT /2 2. Prior to placement of asphalt/concrete. Pavement edge shall be saw cut to a O J R BLOCK -OUTS MIEN APPROVED code, vlr tKOL. and Ntral,ht edge. far SHALL EXTEND 3 (1) sack of sand/cement slurry may be substituted back FRl material. G/) O 0 A MAX O 6• PAST MANHOLE OD AND BE SATISFACTORILY PLUGGED AND SEALED. A Trench width shall not be mare than ITS non less than 12' slater than the diameter of the Pipe. Z V , Uw a YI rebar at centers elan, the pti-aetK of concrete repdcement �r 3. CONCRETE MANHOLES MAY BE POURED ORsmctlrs. Refer to For compaction and 6, CNWPTwI BB, MwbdelwAOorreawrbn SPeaWlaeMwN J O RACE ONLY VAN PRIOR APPROVAL. testing rawrements. � U_ FLOMNE 1. ALL MORTAR SHALL BE MIXED NTH A 1. In unm,,.vecl orfaS. all disturbed oreos shall be rr,rddetl, toward L rnAcned B. In concrete roadways. a mesmun of one entire concrete panel must be replaced. V3 TYPE 11 CEMENT. 9. Beddin, material depth when Installle, itrN seer, shall be up to sprlep time. 0 5. BENCH MUST HAVE A BRUSHED, NON-SKID ewcept aT Ore.. of ursu�tabw boCNFIII; then, oetldin, material shall be 12- above lot, SURFACE. TRENCH DETAIL 6 TYPICAL PRECAST MANHOLE NTS _DETAIL n NIS sIIEET ND. C4.2 Slope sidewalk to curb 1/4' foot erot ° . q ' ° ° NOTES Construct sidewalk with joints at 10' Intervals 1 a ' and aligned with scoring on curb. 4 ° ATTACHED SIDEWALK DETAIL Landscaping h. DETACHED SIDEWALK DETAIL 3/8' Expansion Joint Material a a ° R 1/8' 4 S • /4t I e. e ° • INSTALL WHEN POURING ADJACENT TO WEAKENED PLANE JOINT VAULTS OR OTHER EXISTING STRUCTURES EXPANSION JOINT SIDEWALK DETAILS HIS III I/ \ ANT (TYP.) ANSION CONTROL JOINTS CONTROL JOINT REI#VIREO FOR PANS OVER 40 A` CONTROL JOINTS (TYP.) TOOL JOINT AT la' D C_ AY TOOL JOINT TRANSITION FROM C A G SECTION `DOWELL IF TO PAN SECTION, TYPICAL BOTH coo JOINT SIDES. NOTE: ALL INTERSECTIONS TO PLAN VIEW HAVE ACCESS RAMPS 6' MINIMUM (LOCAL) 8• MINIMUM (COLLECTOR) to' MINIMUM (ARTERIAL) • a" MIN. FOR RESIDENTIAL. USE CONCRETI PAVEMENT DESIGN t 1/2" FOR COLLECTOR It ARTER1A1Sc 11TVt.K A_A PARALLEL M LOVELAND R. COLLINS STREET CROSS PAN DEPTH Or INVERT DEPTH OF CLASSIFICATION WIN 0 MIF2L/2- MYM Arterial To' 1 1/T/8"1"1 i/v Local 6'3/4 1 1/2" STREET INTERSECTION CROSSPAN DETAIL n NIS 6' 2•R. ro 4 N ° A OUT FALL CURB & GUTTER MEDIAN CURB DETAIL Nis 2'-6• H41 11y2'R 2 R. Gutter edge may he tapered or battered (Tyycm for all Curb t A Gutter Types) VERTICAL CURB AND GUTTER DETAIL NIS TTER DESIGNED) } ( } DESIGNED ASPHALT ASPHALT THICKNESS 211 N 21f THICKNESS ASPHALT PAVING DETAIL (CROSSPAN) n NIS CAT°Ii,GiJTIR SPIC€.mGt77T:R o I A -0.16 (I') SECTION A -A SECTION B-B CURB & GUTTER CATCH/SPILL TRANSITION DETAIL NIS FL 45° (bpice9 _ _ _ _ — - Ta / I f Utility Easement (and public access here ceded) ROW UDC BOv Sidewalk Sidewolk NOTE, I. Right of Way Must be tleGcatetl In the Porn or it radlu. or corner Cut to r,,Wdie it or the reauMed public impravehents. However. sidewalk may be placed n n public easehent -hen pp11.1rd by the Local Entity Engineer. 2. If Inis determined to accommodate a roundabout, see SO B-10 for RDV reauirenents. 3. Easements at the Corner Must be dedo.ted to pravltle corner cuts .Nibs to ROW. RIGHT OF WAY REQUIREMENTS AT INTERSECTIONS /7,� NIS - l •a\H � _. �g ;t�i Np L0 X = Curb Trpnslth Length Y = e Width In Type I Approach Driveway V = 0rlveet PERSPECTIVE < =concrete Thick - nwalk 6• Detached type 1 With Detached Sidewalk W Width Rion of Way ideud I I= I= I OetoCAMY I W W I I ♦ ♦ W Iw I I • W I I W •6 w i I i ,. AW 9 TYPE I X•S-m UMwemy vaeAh v-rMd K=�•-4• TYPE 11 -1 1. L Concrete tlAvaeay must be IwP to the property Nne. Y W RAPE g la• Mo. rt K+.e v-iK SECTON A -A 6• N.T.S. STANDARD DRIVEWAY APPROACH DETAIL (TYPE I)� TUTS BTUM SURFACE COURSE (FULL DEPTH) T-I \ COMPACTED SUBGRADE NOTES: T COMPACT SUBGRADE TO 95% SID PROCTOR (ASTM D-698) 2% OPTIMUM MOISTURE CONTENT ASPHALT PAVING SECTION DETAILn NR eI \ COMPACTED SUBGRADE NOTES: I. COMPACT SUBGRADE TO 95% STO PROCTOR (ASIM D-698) 2% OPTIMUM MOISTURE CONTENT CONCRETE PAVING SECTION DETAILn NTS JVA, INCORPORATED NNAINK. aim mwe ..y.i y .1M1 M •a41N•e.� CHECKED, by NAT JDBk ims DAM 030701 0 Z h 00 = O >aS O LL JO O U W V7 Q Z O J (n O Z O —J Q 00 O Lit- O IL 9 Tr r C4.o G Nq NCOPPOPAIFD mrswamal rRAmtm rYR FAX m.w FAX w r ry.m. i ! ' -- — — — — — T - UIRgTO YTBACK ______YB__ _ ___________________ ___ ___ _ i I 9' • 1 u AOE •: F,_ 4 ••T•• _ T- TAT., „T••�••T••T••�••�••�•\ •I•II,II.•II�1•�AI,I-rl !4T•• •• •• •• •• •• •• r_- EIRST ROW I a I i '- n. .... �,,........� 9lN pO6------- -' - - -- II ` ,�� 9 PANTING YTBAf v (I1P ALL)o "'y �IIA ulun EAYIEPI • '€4 a%j A• YELLOW STFbPNC O0.9E; ✓ KUNZ Sim POST E/ _ ,,•1 / / / / I RI-1 sm No - MPH SYN 24 yAp P��is (IMP ALL ) %/•�•• STREET 9Q6 ET RA. (ip)"`*ci°%- / / / ,� /' •/�'_ At ` .' i .ice I,v a=� L._... _. -- / / / / I..i•._" 11' TIEPYOPLASiK SW BM SNN POST ■ i ( � � • / / / / , / TA / ._ A' fROY CPOSSY'ALK (TV) RI-1 9GY MO put MAW 9B6 r Sim POST W/ • t __ S i i 1 (73 YIN) SIGNS / / / / /,�••� �..1, �, ` \ \ - / / ly — — — \ � _ _ •` \ I// ' an PIMP !�� •E�59Nc 5'OIIOI EA.YIEIII� �•`•. \\ '\\\\\ �• ///// OESImNS MINE FM'SIOpSVa MAU P.0 O.' at DATE awul OMNAINC PLEASANT ERE .•r / AND Q • ..r••� _ d EEr CATCH cr 0 z J woa p O — C3 W U co cn AO 0 AO BD Q Z 06 NOISZENIAL SCALE N FEET 0 J � Z O Q Z U ui J M 0U U a 00 Zo � Y N 0 LL C3.5 I I MINIMIS Mula B 19PMi x iZ •9'M19 SPACES MC DACES il 0 E' _ _ _ _ -) - - - _-_ — _. -- .I.. _- - - - _3 ae & 7 RC SPACES _ ' ------ '�A / / ♦ ♦ \ 1 ' EtSbIG s' aul EAYIGTJ \ •. p - T' i - ! - � - / / .•�/ PER Yt0oo990Fi EtEJIfL PLa' i J SPAM i MC SPACES •9117' •Sli9 T•\�.•{T.•TI•� •� • •�• 1 1 1�••T••TI•T\ITE.�i�------------------------ -�•r� / PlEASMI IAKE AND MLEY 00✓ •/. CITM RM RAP a o w ao I ZMTAE SCALE 91 FEET CM9A{9Y: CI1K Ixaav9r. IfAT u9� Taa NA M Z Z 00 � J d 0 Z O O F- J U co W cl < Z Z a U)o ui Z U Q J K U 0 0 En 1- F 0 U3 C3.4 1+75 1* T 5100 Sim W% 5M -40 -20 0 20 40 1+50 5104 51N Dim ------ Dim 'M DIM -40 -20 0 20 0 1+45M 510'1 lw T 5104 DILL i ..... i Dim of -Q -20 0 20 40 1+00 51G4 Rlw T 5104 Sim 5100 -A ----- SM -40 -20 0 20 40 0+50 510" 5104 SIM -40 -20 0 20 40 0+00 5104 ----------- SIN 5100 z 29 Sim -40 -20 7 0 20 40 3+25 T T5100 5100 -------------- - -40 a 20 40 3+00 SIM SIM W92 5M2 -40 -20 0 20 2+90.52 T T Sim J� 5100 5095 -40 -20 0 20 40 2+50 5+00 Sion UT Tj Sion Sass -40 -20 0 20 40 4+50 lw T "W • 0 5, Sass SIM -0 -20 0 20 40 4+00 T Sim Sim wN - - i WN -Q -20 0 20 40 3+75 7+00 T R r , 5100 5100 SIM SIM -40 -20 0 20 40 6+75 T Pr Sim 1 1 5100 5M ----------------- z - I --- I wn -40 -20 0 20 Q 6+50 T T 5100 5100 31M - -------- SIM -40 -20 0 20 40 6+40.89 8+00 III, T 5100 4—v 5100 5M - — ------- 5M -40 -20 0 20 40 NA, INCOPJC TED &Xn[EF CO ON T T T T T T 7+50 Sim • 5100 SIM Sim 5100 5100 T M�sy •T ----- - • sloo 5100 --- - -- -- ---- -- ------------ MC1,21)v OT 5M SosoSIM - SIM I I SIM im iR MMI -0-20 0 ?D 40 -40 -20 0 20 40 -40 -20 0 20 40 ,a„CAM -A -A CM RAW i i -40 -20 0 2 - 0 40 I 2+00 T T SIM 5100 5M -0 -20 0 70 40 1+86.96 T T SIM Sion - ----------------- --- ------ - 5M ---- 1 - T 5M -40 -20 0 20 40 3+74.87 T5100 j 5100 -40 -20 0 20 40 3+50 T 5100 5100 SIM -40 -20 a 20 40 6+00 T Sim 4-�p --------- ;- -------- ------- -------- 5100 SIM s: -40 -20 0 20 40 5+50 5104 T T 5104 5100 i i ..... 5100 --' - SNs 5096 � � i -40 -20 0 20 40 7+36.03 T 5100 5100 71 5m -40 -20 0 20 0 7+25 SIM 5100 SIM -40 -20 0 20 40 40 0 Q w �ZMTAL SCALE M FEV 5 0 5 40 - -- MEMEMMIR KRXAL SCALE % I'EEY C3.2 EL iil\G.r\ t''JtJ III COHSUL1lNG FtiCelEFRS NA NCORPOTL lE0 I1194NIfFf]REEi b...RRIa f➢W HfIE LI W lGl fY. ID♦N.1151 > NEST HORSE MTH ROAD A i !aIJ''OC c Lm7r 8 _ !0 M}M RQw Cr m 1 mm � 1 1 1 w/ 111 jlrl 11 11 Oy~2 11-. �I�' I u 11 STE U Yj Po EY 1 1 I!• VEST HORSETOOTH PLAN w B .0 N H6BZO Tk SCAIE N FEET B 0 s w 1EHTICAE SME N FEET -TI --7 j Olt G BY IABI BMWN BY: qM( _ _ ... _ _ (]ECIO W HAT n DATE MiAI ®Ham rvANc ... (A ...._ W ,..- ._.. _._... O LU J . - - : [AS AT TRADE Al OF SOUTH E - 1,ow Tim AT PROP SOU FA - W J 0 0 F— O O O O :::i U) M O E1_' Z Z OU O W ae5.00 [C Q 8.80 e.m 7470 6.40 e.BU 4.80 4.00 3.20 2.40 VEST HORSEMOTH PROf1E C3.1 5r RDW SO WALK �Y �% tI/t/\III WALK W' ROAOWAV 8 CONSULTING ENGINEERS 6 PA9Y VA, INCORPORAT olvsrwo a>R+1 � 1 9' WP9tm 1p]p fl4F H1 W.M1 rra mul.wr IUIt, I r Mwm IESIAT. 16' 9' IUPL 1 �rE Ni 1 R6 iL PAR( PPRK 7' 7' I TYPICAL SECTION - KUNZ COURT 00 . •�• .. - - -�-+-- MY TO SCALE DESCH SPEED: 251PI P051ED SPEED 25 LIPH �.b�•A�.•vv� �-___*--F---r• ------ • 1 1 CURVL DATA I R•29000 q 1 t:8435 [8968 i� j 7 1 .-POTS I C8=S959'29'➢'E • 01 1 f i I UAM DATA _ R-21500 1 { ^^^ W E i I CD.51 /'.YI'mi ^i ^ S M1•v. cams • $ I 1 1 i 1 U < n 26602 tl I -��T�y S 1 � S1A 4.906I RTO ! I 1 • - $ 1792r I / KUC"T • SIA 0+0000 UR CUNT • 1 • __-^- " 1 / " 9� • 1 •+ 76 _ // c 00 UIRM: DATA R.1000.OD / j I i CI11 C.9L0 I Y � ®=s3,",SSH'17•r KUNZ COURT PLAN � .-0-7 8 NU9ZONTH SCALE N 7EET s 0 s w VERTICAL SCALE N FEET i PdIr EIEY 53 DPAYRIBY: 01Y( tlFao-Dln: xAr L09 POI11 El EV'. SON .ol - PONT su , s5450.»: LOW PONT El Ey = 5097 e1 ___ _ -_-- M31A 1195 LORPC9n s A - 3+7957 ._lim 35. - - _—_ PM EIEV . SOVLO7 PM SIA . 00D _ — PM ETEv . ODDS PM SEA • 7.70 DAIS 61 m A0.. 10 PM ETEV 509780 AD _ Op PM ELEV 509749 ®Zm12MNC M . { 45 AD. 210 _ K I, 36. A.O. 245VC _ - g - Sow � K�. 762 IIB OD K . 1.90 o 1 1C <9t o gg nCD r z e Ly y W W 0 1>t5 - - 0 WCi Q z O J _ U) O z O O � O � N _SmB O O z LL' 0 SOBS 00 .. SHEETM 0+60 1+0 2+10 3+20 1+'0 1160 S+W 6+40 7y20 8f 00 B+BO KUNZ COURT POW C3.0 v U .6 .i 3c", MAI, / / SURE OF FEET SANSEWER TABLE SANITARY MAN SANITARY LATERALS MANHOLE RA R NV N NV M1i DO NSTREAM OLE D WD T 9N NY IN SLOPE BENONG p5T SEND BEARING dST W-EA EAST TIS x 7.35 E W-A 0-0 1 1 MY IN 2.05 BEAAN' DIST SEND BEA6NG MST W-A RN El INV N NV 001 W-A 110'-0' 1 NY N 2.0% BEAMG DIST BEND BEAFW DIST W-B RY EL INV N NV 001 W-A Ail'-D' 1 NV N 2.0% SEARING DIST BEND BEA6NG MST W-C RN EL NV N NV pli W-A 22P-0' 1 NY N 2,O% SEARING DIST BEND BEAONG MST W-A 229'-d' 1 NY N 2.03 SEMNG DIST BEND (TEARING MST W-8 0'-0' 1 V 2.Oi SEARING DIST BEND BARNG p5T W-B a-0- 1 NY N 2.0% BEARING MST BEND SEARING d5T W-B W-0' 1 NY N 2.0 SEARING GIST SEND SEINING MST W-B 81'-0' 1 NY N 2.OS BEARING MST SEND SEARING MST W-C a-0- 1 MY IN 2.02 BEARING MST SEND SEARING MST W-C 0'-0' 1 NY IN 2011. BEARING psi BEND SEAMING p5f 5090 DAIVY AY" saes 00 "GO 6.40 7.60 6.80 6. W 5420 4+W 4+00 }. W 2.50 1.60 1.00 SANITARY SEWER MM JVq INCMN ATED nilrwAAa Il w mN Pxolc m ru m.w DIIAVN BY: ON CNEtlffDEY: NAT (7 W Z J U- O 0 O EL 0O Z Q J -s C) ...7 W C 2 Q Z 2A W CO OU W Z LU J 2 Y 00 Q ~2 Z ou. U) C2.2 CL a v i 6' NYMMT MSY r/ Gv • e' • JREWQR W • .. �..�..�..� .... .... .........r—o�..�1l� - . -- ._�..�.. �..�. •�..� ..P� L•...r+......�a..�o�n�...+.........a........�....1}_,..,.. �. �..�.. .� __•. y_ _____ ____ ____ _____ _- ___-------����_ _ _ - -F-- T - __ _____ _ --- _ __ __ __________ i I _. _ .. • r j f IEE I i ' r5 6v a 17 n use• oP ` r . r . I fixes ♦ -' e' . I• i1EE I e' . 1- tEE ' S r/ 11 AND GV • r/ Ix ,YQ' Gv 1 r/ le AIO - - -- °a i wurGP r, >a ANDooutr s e P i i LFS 1 roP IN 21 U r t5 i .r . It. • . I' ov I 1 r/ w I/61 Gr 9' xruSu Ir .- �daa 4 "V/ to me' '24 u r 0Pol IS ` i • _ = fi i 6' 1Ef r/ ie 1 i / 6 x1LRMT ASSY N/ GN j (! ! or 6'SN'EL it I 1 r/le aGV 1 / / L_ _ /i u9s�lc s arol r� r r _ � ' / • � Rx •STOOMAM M41M 0E PMAPRQ• Al V. `` 10 0 10 eD FEET �' — ►••�:�/ WATER UNE PLAN WATERLINE LATERAL TABLE mm To • SIAMN 512E N NON I61G A 1.2154 1N169 1 - - 2111.72 1 - - 2.59.31 1 3#9610 1 - A•3353 1 1136.53 1 051.30 1 _ - 6H755 1 6332.56 1 - - 7365.10 NA INCORPORg1ED nnwue saA� iWR0.fo tOSt RpE .b W lb� ru m.0 mr DMNNBY: m OW0319Y: IJIT A9f Illlc 1' Z (� 0 _Z r cn Wcn O � 00 U az a O - Z Z_ O LL 3�2 c O O W O LL I I C2.1 w i I O i� ObGArN OUN[L L. .—..._..L..—!., ..—........ —..---...... —.—..—.._.._..— I9 ME.0 55,4 Im) omw DOLESM PETER W/OAB STOP STOP (IMP) � / ENII \ \ EASING ER s®5OTGH GE F.WJ TIDO+DGf VILLAGE.un• 1 \\\ \ \ / TRACT B \ \\ \ \ \\ v \\\\ ' ARK t I 1 � � ate! •//' 41EitAL MOBS GONE. \ v\ i1 �..�/ THEN AM EASING ASPHALT STREET W57 BE CIA. M SMUTMIST BE S ) I ./ TO OR BETTER ME ITS OF"COMMENTED TO AEXISTING CORONA URISTREET \ AL COUn« M EASING CONDITION SHALL BE DOQ11ENAT IN M CONDRESTOITION[ \ `\ \\ 1 .. �� — - 14E+•--- INSPECTOR BEFORE ARSE ONYS MARE. WHILE" NSPECIGH E y,- M FIAT S STOLE SNNL BE ORE D ACCORDANCE AM M 01'L B FQII DECALS STREET SHQTtALL DOW TH THEN! SINEW M PATCH LEEC9P SY00MTM \. i • K 'Vm r XV �•YA..�) AS EAIILA �6N_'E. ALL 41RCi PRICES SMALL EEp AN ALL LA I EA THAN ITV tS N SMEIS FIE% SERE MIN ONE LAYANF THE \ . T 4- y1W �es� ypI I. ATC E NA RAT ENTIRE M PATCHED MADE. A M 1J0 RaiMEl�i N DSSTREET HOVE. NEED FOR A COMPLETE AREA, WAY AL BEE MAD M DE7NBNAMIN R NEED AREA, BE / s g r R T OVERLAY AT E TIME NE M ERE ENGINEER ND/aR M OIT N9{C70R AT CO TIME ME CUR MC MADEOAST m00��y 7 j ..g=:: �- RACTOR —m �pK MD)6C-- ly 47�^' 1LoS I RNERAL IgRS fRi VIIIIRS RNK PPoOR THE CONTACT ALLENCCNEnt R OO GNATERSCHED M CM CONTACT 10 MO CONTACT M SHACITYRESTERO IS TAD ILO M VIT IS R. A�CON511NC71011 E OEWAING PERIL R TH E M ¢ I ' SLOW SEVER. CTIGH, N FOR y 1E INSPECTION OPT RK AER 10 SO[DUE A ATE N9EC71ON fdR ART ME RCFOVAL WlXXE THOUrNG A PEnMII, WASTEWATER SCHAR DEPTO A S VER. DISCHARGE H. OR IT Ni0 TE SIGN SEMEN, GHAM'Ei, mRWi10x Q7GH, ON ANY WATERS Of Ld k A A SEVER. AD WRIER 111E 4ALL AS WELL AS POWER IRO OTHER 'DRY' UTILITY IFIALL AS MELL M N ED STARS. i . 8 Sd TAN ARDS AM SPECIFICATIONS CONFORM to M CITY R FOIL COLONS STANDARDS NO SECFCAMNS T THE C 7 CONTENT AT M DARE OfC1EOlMN OF M DEVELOPMENT AGREEMENT PNOt TO M COMMENCEMENT R ARSE [OISiPUCION, M CONTRACTION SANE GIVE THE CITY OF FORT COLLINS COWERING DEPARTMENT (221-6605) ALL tONSIRUCA(N ACnxIEs YU51 COMPLY MEN M sort OF OROLA00 gcE PERTAINING; TO THIS DEVELOPMENT MY UNSTINCRON OCCREMO THEE MD M EROSION CONTROL INSPECTOR (221-6700) 7VENIT-FDA (2E) PERMITTING PROCESS FOR'STOrNATER DISCHARGES ASSOOAICD AM YEARS MIEN M EM:DIRON R M DEVELOPMENT AGREEMENT SHALL NDNS ADVANCE U07U CONSTRUCTION ACRNIY.' FOR KIONAWN. PLEASE CONTACT M CQRWNI DEPARTMENT R KMM CONTROL. (IN90N, WOCD-PE-02, it11 i1ii yyCNYfl REDME PL-ERADIATM R M RM1S BY M OILY (HOOKER rq WAY MAT MY E MACE 70 CO FORM 10 M STANDARDS NO DAMMED FASTING DRn. COTTER, AND 9MWAK SHALL E REPLACED WATER DUMMY 43M PERRY CREEK DRIVE SRAM. DENVER. COLORADO OW22-IS O THOAE SPEOVICATIONS pNPoENT AT MAT RYE. ALP WMRO IDEN15 AND/OR FVEO! TO A11D11pL PERMITS NO ENFORCEMENT SECW( PN: (303) 692-3590. b PROR 10 M ACCEPTANCE R COMPLETED M rSSAAWE R M FIRST CEROEATE OF EOPMLCY. IMWWC M REED FOR A pEWN F PEPNIIG M APPLICATION. AND i NO SWEET MNc INCLUDING M PLACEMENT R OPEC CII1R SIDEWALK. PAYING FORM REVIEW AND SJBMTTM FEES NECESSARY TO SEONE M S AND PAVEMENT SHALL BEGIN LATE M SOILS REPORT AM PAVEMENT DESIGN TOOK ID M COAAD COENI R NTT CONSTAOCNP MAT ALL AFFECT PERMIT, MCI E M RESPONSIBILITY R WE COMPACTOR. 7 I NE APPROVED BY M CITY ENGINEER AND MEET M REOMEMENR STALED �I TRAFFIC SIGNS R NIT TYPE. M CONTRACTOR SHALL CONTACT M CITY R ( N M 'DESIGN NO CONSTRUCTOR MEDIA STANDARDS. AND FONT COLLINS IRMTC OPERATIONS DEPATLN7 (221-} WHO ALL PROJECT ENCIYNR: OtY R FONT COUPS. (M WAl CONTROL) SPECIFICATIONS COPE S7PE[IS. SDEWALKS ALLEYS, AND OATEN RAIL WAYS' TENNIRAIY REMOVE ONiTO THE HOWEVER. TRAFFIC SIGH THEN CONTRACTOR,MANLAL M CONTRACTOR MOVES M TEMPORARY EROSION CONIC QWA G CONSTRIICAN 9W E PROVIDED AS M CONTRACTOt ALL E CHARGED FORM LABOR, MATERIALS AND 90M ON M EROSION CONTROL TM M TYRE. 92E. LOCATION. AND NNBCR R ALL NOAI LDERQUM UTUTES ARE APPROIMAR AS STOP ON M D RINGS 17 91ALL E M EONPNENT TO REINSTALL M SIGN AS NEEDED M DEVELOPER IS RESPCN9DE FOR NA OD51S FORM NTIAL RESPONSIBILITY OF M CONTRACTOR TO VERIFY M EXISTENCE AND LOCATION M CITY R FORT COLLINS SHALL NOT E RESPONSIBLE FOR THE NSIN1AilDA O TRAFFIC EAORNG AND S1RP06 FOR M DEVELOPMENT R ILL LDER(RONI UTILITIES ALONG M ROUT OF M WORK YANTENAIEL R SION DRAINAGE FAMNS LOCATED ON PRIVATE PROPERTY. ELATED TOM DEMLOPYENfS LOCAL SMUT OPERATIONS. N ADDTCN. M ( MAINTENANCE OF ONSITE DAMAGE FACILITIES SHALL E M ESPEN9BIJTY DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR WI SIGNING AND j THE CONTRACTOR SHALL CONTACT M UTILITY NCTECALIdH CENTER R OF ME PROPERTY OVNCR(S} SNIPING ELATED 10 QECIM TRAFFIC ACCESS TO AND FROM M ! COLORAO (LOCO) AT 1-900-922-1961. AT LEAST 2 WORKING DAYS PDOR DEVELOPMENT. TO BEGINNING EXCAVATION OR LRAMNG N M AREA R UMOC REGISTERED ALL RECMKNDAT06 Of M PENAL DAMAGE AND EROSION CONTROL LNCS TO HAVE NOSE UTILITY IOCADONNS YARNED BY MEMBER COMPANIES STUDY FONT COLLINS VOLONTEERS R AIfNCA DRAINAGE AND EROSION M OTY R FORT COLLINS %HALL NOT E ESEONSFiC FOR ANT DAMAGES - TER ALL OVER UNIITY LINES ARE TO BE LOCATED BY CONTACTING M CONTROL REPORT BY NA, NC 91ALL BE FOLLOWED AND IMPLEMENTED OR NAA A S SUSTAINED N TIME DEVELOPMENT AS A RESMI R GHOWDWATER RESPECTIVE THPREYNIATIVE. UNITY SERVICE LATERALS ARE ALSO TO BE WAGE. AEMR PESLTNG FROM ONKMNATER FLOOONG, STPLORNIX LOCATED PNON TO BEGINNING EXCAVATION OR GHADRIG. IT 91AL BEM M MLIMN COVER OVER WATER LINES IS 4.5 FEET AND M MAXIMIN COVER DAMAGE OR OTHER DAMAGE LILESS SUGH DAMAGE ON NJUKS ACE CONTRACTORS SCE RVS OVSBUTY FOR LOCATING AND PROTECTING ALL IS 5.5 FEET LOESS OTHERWISE NOTED N M PLANS AND APPROVED BY M 91STAED AS A E9AT R M OlY OF FORT COLAS FALLS TO LIMITS DURING C«SIRICTON AM FOR COODNAING ON M WATER UrRY. PROPERLY MAINTAIN ITS WATER WASTEWATER, AND/OR STOW DRAINAGE APPROPRIATE DOLLY COMPANY FOR ANY UTILITY CROSSINGS MEDITATED FACILITIES N M DEVELOPMENT. PRIOR TO MA NSCCTAN AND ACCEPTANCE BY M OTY R FORT C4l1NS THE DOWER WHO HAS PREPARED RISE PUNS. BY EXECUTION AD/ON CERTWCAIOM R M DRANAE FACKI ES. BYA REMISED ENGINEER. MI NO 0ON57KKTION SHALL START IM1L M DEVELOPMENT CONSTRUCRON SAL HEREOF. DOES HEREBY AFFlr1 E9ONSEIIT t0 M OPT OF FORT BE SLAMTTD 70 AND APPROVED BY THE SILO MIATER DULLY DEPARTMENT PENAL (OCP) FOR WR PIDECT 6 SSLED. /,/OIERAL NOTES OM. •j I / K CONTRACTCRS) SHALL KEEP A CIRIEW I I I RECORD ORATNGS. M DEVELOPMENT AGO IT. AND M DEVELOPMENT CONSTDICMRN PI TRIES CONTRACTOR(S) SNNL REDLINE ACM, FOR WE TWA AD HORIZONTAL LOCAIXNS I a UTLITES, SRNICTUES. SERVICES MO OIIEF RWILAL DRArNCS OPEN OMFLE71ON R 7 SHALL SONY EDOID ORAORGS TOM EA THE CONTRACTOR SHALL HIE A INCENSED 0 ggQ •, 9PVEY M CONSIRUCTED ELEVAUONS R I gFL D W LLOVIIE AT ALL NTEIMCR06. AT c IFAIIESIED BY THE On NOPECIO. INE EN b n @IIWY N A LETTER 10 THE CITY THAT M F - � APPROVED PLANS AND SE6 t1 MAT M LETTER AND DEN IESRVED AM M P . Mai BAY COARSE OR ASPHALT ALL E ALLOWU E A CANTORS EXISTSANO/ORA DESIGN E0 CONTRACTORaMM WIN OM C THE DESIGN NO OBTAIN APPROVALFROM W CONS1rDl1011 " YN i �0-L-S a 0 a RD STILE OF FEEI NA 1NCOFAPORUIED PAWN 9W® WAve NpE MUH WI rA¢ I4W m1 � cisa E 3Tv PLW u NOIE'Sti ALL SANITARY SEVER CONSIRULION SHALL. CONFORM TOM Ov Of FORT COLAS SIALONDS AND SPECIFICATIONS O PKNT AT M TIME OF CONSWRPCNON, SEVER SUNCES 70 SINCE FAMILY RESIDENT ONES ALL E A• PLC. M SLOPE ON ALL SEVER SERVICES SHALL. BE 2.OL SLOPES SMALL NOT ERLEIDD. RfAG81BY. CAM. NOR %CALL MY E LESS MNH 2M ALl WATER DISTRIBUTION SYSTEM CONSNDCRON 94ALL COEORY TOM CITY OPAAN IM. RN OF FONT COLLINS STANDARDS AD SPECIFICATIONS CURRENT At M THE OF dEG®BY: "I CONSIRUCRN. MINA IRWIc ALL WATER MINA TO E CLIP AM POLYMRAP. DATE: 0301OI ALL WATER SERVICES SHALL BE V ®APT RANG YNNW DEPTH R COMER OVER WATER LANES SHALL BE E.50'. MA7JYW OATH R COVER SHALL BE 5.50' LNLC$$ OTHERWISE NOTED ON M PLANS NO VIES SHALL BE LOCATED CLOSER THAN 10' FROM NO WATER SERVICE OR SEVER SERVICE. Ur NO SHIM 91ALL BE LOCATED CLOSER THAN M' FRRI MY WATER SERVILE = OR SEVER SERVICE- En NO LIVES ARE TO BE RANTED ATM FOAL (L) FEET R GAS LINES. 0O RETIE SNNL E A NNMN ICYNGWIONTAL SEPARATION BETWEEN WATER J Z J APO SEVER SERVICES d' O (L THRE 91AA BEA MASON OF5' SPAJCIN M BETWEEN WATER AD SEVER p O SERVICES AND M PROPERTY TIE. -1 U W Cn 0 LP WATER LIE ILNT DEFLECTIONS SHALL NOT ERRED YAMEACILERS Q Z ECOYYQDAW MAXIMIN ALLOWABLE JOINT DEFLLCRON IS 5 DEGREES 0 PER JONI FOR P IP. WATER LIE MARUFACTLED BY PACIFIC STATES J J Cn O SEE CONSTRUCTION PLAN NOTES ON EACH MASTER UTILITY PLAN PHASE Z U SHEET. LLl > NO NEW VALVES SHALL E TARO N CROSSPANS O Q ENSING WATER ICE LATERAL APO VALVE LOGDOAS AND 9T ARE BASED O ON EASTNC CITY OF FOAL COLLINS LIMY ATLAS MAPS AND M UTILITY T- TANS FOR STOO(DIDGE VILLAGE P.0 0. 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