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Boulder County, GO <br />03996969 <br />4 of 12 <br />INV /h S)=51JI25 94 <br />INV 0YI7(N)=532594 <br />r,r <br />,rr <br />EJ1: A9P,fAL T <br />PA I.f41<wr <br />LOT 4 <br />BLOCK 3 <br />EX. A <br />S77E <br />—3 <br />V-R� <br />• <br />TEE CONNECTION <br />.rr <br />W w w w---•lijr— <br />h11V�G;3J13 T/ <br />AVV OIf ri0=.533.11D <br />• G Oiv <br />",. <br />I raMT <br />.__ ss , ss ss <br />a ISM Sir 7: <br />INV OliT(Sj 5.72&8s <br />5140 <br />�• <br />r p <br />T <br />It <br />LT <br />:s7iEACeTtS <br />err <br />LOT 1,3 <br />BLOCK 3 <br />EX, 45' OYMAICIGE <br />ESA/T. <br />rrr <br />r!/ <br />PROPERTY UNE <br />rrr <br />PR <br />rr! <br />FX r PEC IAA7 R <br />1 <br />ENTRY <br />.r, <br />LOT-1 <br />BLOCK 3 <br />E <br />DOOR OVERHEAD <br />DOOR <br />CURB op; <br />�E s <br />y <br />! , �• S*=- a . MI �F- s= ��.f.fi!,� 5:�4•: ' " ref <br />r . = <br />w w�-w�-w-------Mf <br />(60' R.O.W.) <br />SS- ` - ' SS Ss ss "SS 4ss—ss SS �-^ SS <br />PRIVATE FIRE UNE: LATERAL <br />PRIVATE.. FIRE HYDRANT LATERAL <br />SEE WATE fuTILIT1f rNOTE. 9) <br />)—ST{m) SIVD) <br />cr r <br />�' G �G Gam---G G G G - •G. ASPHALT PATCH SOUTH PIERCE AVENUE <br />(TP.). - . 0 <br />�x 8! PIC SAMTaIRY9E11E7P <br />LX 27" RCP SJTBV sEWR <br />3T(m) — ST(m) ST(m) <br />r <br />n <br />I11 <br />ft <br />,,, cu <br />ST(m) ST(m) Si(m) ST(m) ST(m) <br />ss <br />L,, <br />3S <br />Je <br />Ex: cdtic. <br />ay?a° <br />GU77ER <br />(•r <br />EX SAMPAN .sriw9R <br />INV Av(Njk=5J2217 <br />IiVV G1JT(s)=532276 <br />ss •--ss----ss <br />ST(rn) -'ST(m) ST(m) <br />� 1 � <br />LX 45' DRAINAGE <br />ESVT. <br />ST(m)-ST(m) <br />„r <br />20 <br />L <br />1 <br />EX 74' UNITY L VT. <br />AND EX 74' SIDEWALK <br />MAINTENANCE E:L71IT <br />10 <br />SCALE: 1 *=20' <br />LOT 15 <br />BLOCK 3 <br />COUPUNG AT <br />PROPERTY UNE <br />Ex ASPHALT <br />PA MEMENT <br />• <br />• <br />ao <br />ST(m) ST(m) <br />EX. ,ACTT <br />511E ACCESS <br />ss <br />SS <br />SS <br />EX 27" RLP small MIER <br />—ST(m) ST(m) ST(m) <br />111 EV-C <br />.0LP <br />I1 <br />IN14.512'7.5J <br />a POND <br />CURET <br />S7RUC7LI4t <br />9 <br />DC 9:41.4 <br />EX CC/Vg <br />/J AND <br />• <br />�z <br />' o <br />ce <br />1 <br />SS SS,^ <br />ST(m)—Sgm) ST(m)— <br />Know what's below. <br />CaII before you dig. <br />LEGEND <br />PROPERTY BOUNDARY. <br />ADJACENT LOT LINE <br />EASEMENT. <br />CHANNEL OR SWALE FLOWLINE. <br />EXISTING. <br />STORM SEWER PROPOSED <br />EXISTING. <br />SANITARY SEWER PROPOSED <br />EXISTING. <br />WATER. PROPOSED <br />FIRE SERVICE. PROPOSED <br />IRRIGATION SERVICE PROPOSED <br />TELEPHONE <br />CABLE TELEVISION <br />NATURAL GAS ... EXISTING <br />.PROPOSED <br />ELECTRICAL (UNDERGROUND), „ <br />UTILITY MANHOLE. <br />ST <br />11 E 1■■ 1 <br />T <br />EXISTING <br />PROPOSED <br />EXISTING <br />.PROPOSED. <br />SS <br />w <br />w <br />IR <br />CTV <br />-G <br />G <br />E <br />F <br />T <br />AIMS <br />EXISTING. (� <br />ARE HYDRANT. <br />PROPOSED. <br />• <br />EXISTING. <br />WATER VALVE. PROPOSED <br />EXISTING. <br />WATER METER . PROPOSED <br />LIGHT POLE. .EXISTING <br />.PROPOSED <br />EXISTING. <br />SIGN PROPOSED <br />_a_ <br />0 <br />EXISTING <br />STORM STRUCTURE DESIGNATOR....;,,,,,.. PROPOSED <br />SANITARY SEWER <br />STRUCTURE DESIGNATOR. <br />EXISTING CONCRETE <br />EXISTING. <br />PROPOSED.. <br />. • <br />PROPOSED STANDARD CONCRETE. <br />EXISTING ASPHALT PAVEMENT. <br />PROPOSED ASPHALT <br />WATER UTILITY NOTES: <br />1. TRACER WIRE SHALL BE INSTALLED ON ALL NONMETALLIC WATER <br />LINES. <br />2. WATER SERVICE LINES 3-INCH DIAMETER OR GREATER SHALL BE <br />SHALL BE AWWA C900 CLASS 200 PVC PIPE DR14. <br />3. WATER LINE FITTINGS SHALL. BE DUCTILE IRON OR CAST-IRON SHALL <br />BE AWWA C110 CLASS 250. <br />4. ALL WATER LINE FITTINGS SHALL BE POLYETHYLENE ENCASED. <br />5. ALL WATER SERVICE SHALL HAVE A MINIMUM OF FOUR AND A <br />HALF (4-1/2) FEET COVER AS MEASURED FROM TOP OF PIPE TO <br />FINAL GRADE AND BE PLACED NO DEEPER THAN 10'. <br />6. WATER SERVICE LINES SHALL HAVE A MINIMUM OF EIGHTEEN <br />INCHES (18-IN) OF VERTICAL CLEARANCE FROM OTHER UTILITIES AS <br />MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WATER <br />LINE SHALL BE CONSTRUCTED ABOVE SANITARY SEWER AND STORM <br />WATER LINES UNLESS OTHERWISE NOTED ON THESE PLANS. <br />7. WATER SERVICE LINES 2-INCH DIAMETER OR LESS SHALL BE TYPE K, <br />SOFT COPPER CONFORMING TO ASTM B88. FITTINGS SHALL BE <br />BRASS OR COPPER ALLOY. CONNECTIONS SHALL BE BY -FLARED <br />JOI NTS. <br />8. WATER SERVICE METER PITS MUST BE LOCATED IN LANDSCAPE <br />AREAS. <br />9. FIRE LINE LATERAL SHALL BE PRIVATELY MAINTAINED <br />DOWNSTREAM OF THE GATE VALVE. THE FIRE HYDRANT AND FIRE <br />HYDRANT LATERAL SHALL ALSO BE PRIVATELY MAINTAINED. FIRE <br />HYDRANT SHALL BE PAINTED YELLOW. <br />SANITARY SEWER UTILITY NOTES: <br />1. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM COVER OF 4.0' <br />FROM TOP OF PIPE TO FINAL FINISHED GRADE. <br />2. <br />3. <br />SANITARY SEWER SERVICE LINES SHALL BE SDR 35 GRAVITY SEWER <br />PVC PIPE AT A 2.0% MINIMUM SLOPE (UNLESS OTHERWISE NOTED). <br />SEWER SERVICE LINES SHALL BE GREEN OR OTHER ACCEPTABLE <br />COLOR (NOT WHITE PVC). <br />ALL UTILITY CLEANOUTS SHALL BE TRAFFIC RATED. <br />4. SEWER SERVICE LINES SHALL NOT BE INSTALLED CLOSER THAN 5' <br />FROM ANY BUILDING CORNER, COLUMN OR INTERIOR STRUCTURAL <br />WALL AND SHOULD PENETRATE THE STRUCTURE AT APPROXIMATELY <br />RIGHT ANGLES. <br />THE <br />FJImD <br />STUDIO <br />II HI' <br />,II If' l <br />�u <br />1Iii:1ill 11 u11I0 fii111 <br />MordI1 <br />Sn itas <br />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 80027 <br />W <br />1- <br />lie <br />Idd <br />511 S. PIERCE AVE, LDUISYILLE, <br />NOT FOR CONSTRUCTION <br />1HIS DOCUMENT IS <br />RELEASED FOR REVIEW <br />PURPOSES ONLY <br />NOT VAUD Inn•ICUT ORkOINAL <br />S ONARRE AND DATE <br />NrI N: <br />MON It <br />isvidele <br />Q 2•22 HIVE RIM S1UDIB <br />Irwin lit 1 <br />nuU1'Y CONNECTION MN <br />4 <br />