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HomeMy WebLinkAboutValley Meadows Subdivision PINE MEADOWS os�0F1A�Tga - - - - SUBDIVISION EMAINDER OF TRACT 7 9 COS G-27-A MARK A. [190'27'06"E] LORIE L. HOVENEC o CHANDLER 971.40'OW27'06' FILM 191, P. 193 - - - - - j, No. 951SES w LILL \ -_.- ..---_�-X= - - - - - �J-•ZF Oy9lF �GI STERI llz� < v'm(J��j �OJ s" m•j 6pJs s moy 0J aW ia`¢J "Mµ Cn J vJ a J aJ M^mJ <p J ^"d^Y J .-1 0°FF' • L O pp ~ Na M "NM ' J¢ m$mZ SIheet NEEf Ro�<f b7 9 O REMAINDER zLILL p � M N nm TRACT 6 SMITH SUB. s E O O0 WILLIAM DE NA A.TAYLEN a0 186&FILM 4480 E. [NO'27.06"E] 4.00'089'29'15"(R&M) W [N8'29'15'E]W _w 27OB [NO'27'06'E]24499'WO2 'NO MERIWETHER AV . a 4 E'^ N ., 8'W 8' 8' W 8"W 8'"W 8"W 8' 8"W N B,.W ,� 8,W >_ N M V1 M M LL¢] 4 N 0] ¢ CC 'a m _ _ B••W 1A �n inE6 8"SS- ••5 - "SS "SS - 8"SS B'S5itE - - N n M rni C m _ I 8'SS 5 8'S SS SS "SS 8'S \ rn0 mr H mF C 0 O LOT 1A m � �� • • s,a� \No " „o Mo ^o go �o III LNmt } J N �� 21 S �\ 0 PC F W a N / 'c°rM,o• • F m \ �,S E 4790 8' r r m m LOT 1 B uu o aas1 m \ B' _ I 1141 �T 2A LL _ NN NU LLO] I o+0 mF mN nu¢J In mq t iia hJ MO ��M�OJ "o Nrn_Fo ?o Sro rn�Fo rnpMHoJ nsFo ybM N N �Oo M0o bmo ¢o �Oo 1.00 NMo �¢ M F M M M 00L N N " y0 LLm I �N¢ OT�B O ao mo �Z <J <J MJ M1J OJ MJ MJ <J YJ M� G� <O <O MO MO V1O ,(Ojr F MJ <J YJ ~ "IJ p'J <J T J NO N~Q MJ SS SS SS SS SS SS 55 SS SS -o - SS SS SS SS S 1289'66'160.33'W' x 1 1 - - - - - - - - - 3+ 7 [SO'33'00-M n n [0'33' LOT 3 MO GGAN CREEK LOT 7 NORTH MEADOWS O'er" 6"W 6"W 6"W 6"W 6"W 6"W 6"W 6"W TART OF TRACT 5, - ' SMITH SUBD. V1 CONDO 3 MORGAN CREEK r - - - - LOT 4 - - - - - - - ROBERT K. BERNDT J CONDO 2 SUBD. PH. 11 MONTESSORY ELEM LEARNING ELE NTARY 2027771 FILM 201, P. 3680 I45� I LOT 4 0 30 I� �u.0 � I I I I I I F - - - - - - - - - - - - - - - - - - - -- j � I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- Z � I Scale In Feet DRAWING LIST O 1 OVERALL SITE 50 0 50 C1.0 SCALE: 1"=50' 15 0 15 C1.0 OVERALL SITE LAYOUT Scale In Meters C2.0 SANITARY SEWER PLAN & PROFILE - MERIWETHER Contour Intervals: / Foot C2.1 SANITARY SEWER PLAN & PROFILE - SEWER TIE-IN C3.0 WATER PLAN & PROFILE - MERIWETHER C3.1 WATER PLAN & PROFILE - ALLARD C4.0 ROAD PLAN & PROFILE - MERIWETHER LEGEND BENCHMARK SANITARY SEWER NOTES C4.1 ROAD PLAN & PROFILE - VILLARD AND STORM PLAN & PROFILE x 100.00 EXISTING SPOT ELEVATION RED PLASTIC CAP IN FRONT OF LOT 3B, BLOCK 1 (C&H CP #50) 1. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER C.O.B. STD. DWG. NO. 02720-3 WHEN THE C5.0 PRIVATE UTILITIES & SITE LIGHTING x(1oo.00) PROPOSED SPOT ELEVATION ELEVATION = 4790.08 FEET(NAVD88) DISTANCE FROM THE RIM TO THE LOWEST INVERT IS GREATER THAN OR EQUAL TO SIX FEET. WHEN THIS DISTANCE IS LESS THAN SIX FEET, INSTALL PER C.O.B STD. DWG. NO. 02720-4. r l ❑P EXISTING POWER BOX 2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE 4" SCHEDULE 40 PVC OR v O EXISTING TELEPHONE BOX LEGAL DESCRIPTION SDR 26 PVC INSTALLED PER C.O.B STD. DWG. NO. 02730-2. ® EXISTING SANITARY SEWER MANHOLE A PART OF TRACT 6, SMITH SUBDIVISION F� SEC. 11, T. 2 S. R. 5 E. OF P.M.M. STORM SEWER NOTES 5 EXISTING FIRE HYDRANT CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA 1. STORM SEWER MANHOLES SHALL BE INSTALLED PER C.O.B. STD. DWG. NO. 02720-3 WHEN THE � EXISTING WATER VALVE DISTANCE FROM THE RIM TO THE LOWEST INVERT IS GREATER THAN OR EQUAL TO SIX FEET. WHEN ®® ® EXISTING CURB STOP SPECIFICATIONS THIS DISTANCE IS LESS THAN SIX FEET, INSTALL PER C.O.B STD. DWG. NO. 02720-4. F9II W EXISTING POWER POLE ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING2. 36" INLETS SHALL BE INSTALLED PER C.O.B. STD. DWG. NO. 02720-1. 24"X36" INLETS SHALL BE SPECIFICATIONS WHICH ARE HEREBY INSTALLED PER C.O.B. STD. DWG. NO. 02720-1A. 48" INLETS SHALL BE INSTALLED PER C.O.B. STD. L EXISTING LIGHT POLE INCORPORATED BY REFERENCE: DWG. N0. 02720-16. 24" INLETS SHALL BE INSTALLED PER C.O.B. STD. DWG. N0. 02720-2. '� '� 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) " '- ,,, rTl F+i �a PROPOSED WATER VALVE 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG ® NNN ®�fff1 N PROPOSED FIRE HYDRANT 2013) WATER NOTES ® pR N QTT x U�Y PROPERTY BOUNDARY LINE GENERAL NOTES 1. USE JOINT RESTRAINT AT ALL REDUCERS, TEES, BENDS, AND VALVES AS SPECIFIED IN JOINT -SURROUNDING PROPERTY LINE RESTRAINT TABLE. LLLQLNERI �® 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE 2. UNLESS OTHERWISE NOTED, ALL WATER SERVICES ARE TO BE 1" TYPE K COPPER PIPE INSTALLED SETBACK LINE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN PER C.O.B. STD. DWG. NO. 02660-6. -EASEMENT LINE ENGINEERING DEPARTMENT. -xx-EXISTING FENCE 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE CIIZ7. � ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR STREET NOTES P JE -/ ONE EXISTING OVERHEAD ELECTRIC LINE ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE ucE EXISTING UNDERGROUND ELECTRIC LINE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE 1. ALL CURB RAMPS SHALL BE ADA COMPLIANT AND INSTALLED PER C.O.B STD. DWG. NO. 02529-8 -� W. ENGINEER. OR 02529-SA. GAS EXISTING GAS LINE 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING 2. INSTALL SIGNS PER C.O.B. STD. DWG. NO. 09810-1 AND 09810-4.ucT EXISTING UNDERGROUND PHONE LINE OF CONSTRUCTION. 3. INSTALL DEAD END BARRICADES PER C.O.B STD. DWG. N0. 09810-2. �® w PROPOSED WATER SERVICE 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO 4. CONTRACTOR SHALL INSTALL SIDEWALKS ALONG PUBLIC FRONTAGE AREAS, COMMON SPACES AND BEGINNING CONSTRUCTION. PEDESTRIAN RAMPS ONLY. SIDEWALKS ALONG PRIVATE LOTS ARE THE RESPONSIBILITY OF THE LOT 10"W -PROPOSED 10" WATER MAIN 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. OWNER. PROPOSED STORMWATER SWALE 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA 5. SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. MEN EN L EMPLOYEES AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS 6. SEE SHEET C6.0 FOR CULVERT AND SLEEVE INSTALLATION LOCATIONS. �� � I ST PROPOSED STORM SEWER AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 7. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL - - - - -PROPOSED SWALE/RETENTION POND CONTOUR SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF - ST PROPOSED CURB AND GUTTER APPLICATION FOR SERVICE. Issue Date:1211312016 -PROPOSED CURB AND GUTTER WITH YELLOW CURB PAINT VICINITY AS-BUILT: 12/12/2016 / 1 c1mo CALE:NTS C7.0 S #14328 OFMOVlgN9 PINE MEADOWS I I LOT 5 a REMAINDER OF TRACT 7 � MARK A. - - - - SUBLI IION COS G-27-A �� CHANDLER [NO'27'O6"E] LORIE L. HOVENEC No. 9518ES FILM 191, P. 193 971.40'000'27'08' - x�� SSMH 6 ")STA 48.81 (.50'R) LOT 4 NEER RIM:4800.6 \\ m ¢ 4 m 4¢ LL m LL¢ 0] ¢ 0] Q FL IN(S)4792.85 LL \\LL m '!I sl m a m 7 m M m M in N in N w W o L Sheet 2 Of 8 FL OUT 4792.65 F n r r m Mo Mo ao R J o ()' mo „,o „o o °oo Mo oo mo REMAINDER O M a J < m 6 a e J e `•.E. s N c Z L� SSMH (48") A 0+08.2 (5.50'R) m n M m m U m m N a N Y s b�n TRACT 6 m m o � o o Mo a SMITH SUB. ��mE RIM:48 2.00 .r r r r r m r 0 C FL OU (N):479 88(8") e d a a J v M v n a m @a '0^5 +80.34 2+4051 m SSMH 4(48")STA 9+43.59 (0.00') WILLIAM N.& DEANA A.TAYLEN C F m d v! 0+15.2 37.92'L)1 07.91 186 FILM 4480 ZIQ� QF LOT 3 +37.23 (38.00'L) a 3+60.1 RIM:4791.99 fib' _ 0 (38.00' 1a ( .08 L) SMH 5(48")STA 5+42.94(5.50'R) • 7+3.16 8+7.19 8+8.16 u FL IN(S):4783.16(8") E (7.44 L) I 1+7.51 2 15.18 (38.00') { 9 44.51 y� I. RIM-4795.84 6 73.16 (38 0'L) (3800'L) (38.1'L) q FL OUT NE 4783.61 (8") 7 x 1+ 1 (38. 'L) (3.00'L) 2+76.5 3+04.51 3+40.5 3+95.51 FL S 4787.87(8') (38.00'L) (3803'L) ( ): + (38 0L) (38.00' (38.00'L) (38.00' (38.00'L) FL 0 T(N:�4 7.7 (' • L 7+3 (3800'L) (38.00, (38.00' (38.00' 3800' [NO'27'O6"E] 4.00'089'29'15"(R&M) D m m E SS W W 8.. - -�• [N89'29'15"E] NO'27'O6"E MSRIWETXBR AV 244 99 000'27 08' 8' 5.50 LOT•• 2 C .W 6..W .. 8"W "W 8" 8"8„ 6..W .. B..W 8.. ♦ \ \ m M m m 1n M N u4i m Ina c a m NOJ O ^O aO 01 N V L O x • • _ _• • (�' C a LOT 1 A 0+71 \�0+7286 '1+1 W Cl) N l� (38.0'R) 1+10.94 1+39.fi2 2+17.18 2+53.1 2+83 1 3+27.18 3+63.1 3+93 18 4+37.18 4+73.1 5+07 18 5+55.18 60 I�6+71.1 7+45.19 7+81.1 8+55.19 �0 (37.15 L) 11+99.49 1 +63.49 w �"�7 13 R G Ip(38.00'R)(38.00R) (38.00'R) (38.00') R) (38.00'R) (38.00')(38.0'R) (38.00'R) (38.00') (38.0'R) (38.00'R)' • H m (8.00'L) �j (3 .80 - (38.00') (38.Oo'R) (38.00') (38.D0'R) I^ (e'er L) o LOT EI7 8 u, H'ii (38. 'R) 0+83.70 1 3.16 1+8.18 2+94.18 4+05.18 +19.18 W I' 1+45.47 IN J� 00®e®® LOT 1 B (38.05'R) (3800'1) (38. 'R) (38.00'R) (38.00'R) w 7 1.19 7+1 .19 8+1.1 8+2.19 a 91.19 I x 8•. +14.49 +7 9 0+ (8.00'R) F (3800'R) (38.0'R) �38. _ (38.0'R) (3.00'R) ox \ ^% '0=L) + (8.-I (8. L) \ (38.0'R) 9+4 8 �T 2A O X (38 0'R) f m Q N N N I mmF� N,.��� N�o mnNrp Nrnar N0a Nm NaNMNrU'1 mM M NU LLm, m Nm� Nin� V,.j�J n,"jmJ NNaJ J NMJ ,.j�J vjlmJ rnaMJ Vrny-J VU0 LLm0'mJ rn�proQJ asm�y roJ nN�j,^IoJ-� emr� ,ho^ Q \\�\�,� -6..W"SS -..W •,w 6•. S +1 7� Wf,Fl vOLP R!NCBROOK AVE. N " a"r �2r r "r '28 mr m "r "rLOT>13 o .r "'r N WIDEriz, ,ry Mp 11 EXISTING GAS LINE T J REMOVED-(BYOTH ss SS ss Ss ss 6s ss SS 5S -- 5S SS SS 5S S 12M'86 IW33-W o _ _ _ [SO'33'00"W] SSMH 3(48")STA 11+4.92(9.93'R) SSMH 2(48")STA 13+28.51 (5.50'R) h+�l LOT 3 LOT 4 6"w 6"W 6"w 6"w 6"w 6"w 6"w 6"W RIM:4790.68 RIM:4789.56 OT 1 MORGAN CREEK LOT 7 NORTH MEADOWS q� FIL IN S 4782.38(8") PART OF TRACT 5, FL IN(S):4778.63(8-) p� CONDO 3 Scale In Feet �' LOT 4 (():782.12(8") FL OUT W: Q -`+ MO CONDO 2EK I SMITH O)ln4 SMITH SUBD. ( )4776.44(sy = 50 0 50 SUBD. PH. 11 LEARNING CIRCLE F MONILM 201 ELEMENTARY ROBERT K. BERNDT Fj �' I FILM 201, P. 3680 °= 2027771 _ [_ 15 0 15 L{ Scale In Meters NOTE: SEWER SERVICES HAVE BEEN PLACED IN NON-STANDARD LOCATIONS IN ORDER TO MINIMIZE QI CONFLICTS WITH OTHER PUBLIC UTILITIES, PRIVATE ?1 UTILITIES, AND STREET TREES. ti9 y0Q- 00 Ly' tP L0^ 0 5 a eP I� 481 k^ e �P1s 1`0� 4) 4810 /. g5��.p�`ll 0`'S0'1o'ry0oi bh `y� 11"""�� tN `2•k00`yl`11b,\ kry O 480 4805 9 ^LOdel k0Q 0 1 9 /'4fr S P� ` 480 ti 4800 � y 479 t 4795 (3)8 UTILITY CU TS� INSTAL PER NWE CS ,i 479 - - 4790 15"STORM SEWER r ram\ I M^W • 478 - "MIN. 4785 W 8"W TER MAIN N 0 8 1 O 478 4780 477 4,75 w Wt_O O Q�M NQr�N rr NrO rrM nr rr O In a0 0 N crD ON Or Ma I� Or m7' r oOr:00 mr I O O�rnr O Ooo .0OmN N A) r N O� �Nr m7' r r r r r r r r r r r r r r r n r r r r r r r r 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 MERIWETHER AVE (STA 0+00 TO 14+50) Issue Date:1211312016 n SANITARY SEWER PLAN AND PROFILE AS-BUILT: 12/12/2 016 CIO C2.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL #14328 c� OF MARK A. CHANDLER No. 9518ES I I oy9Y ��`GI STERF'°�O Sheet 3 of 8 o J — o L o ` —o a o — SLOT 12- ° m °� m - — — — HARVEST EK 4B5 PH. 5 CONNECT TO EXISTING 8"SANITARY DURSTON ROAD SEWER STUB.CONTF�q�TOR TO GAs GASE MF+(WD)S7A-0+00.00(0.00') VERIFY LOCATION-AND ECEVATf61� .. 8.,«RIMti 89.7-� 55— 85 m°_ 8 S5— AND i�ITN—DATA( �3t 8E): .P CROSS W�.CONTRACTOR.��pp 0 FL 1 ( :4777.52 p11 N o` L to"w 10"w ��y L. Al10N AND DEhTFI. O w : l0"yy 10- 70" ll�d JJ a m ammi UU 8939'I E TING GAS LINE TO BEL d EMOVED 8`L07HEBS) N a W a SSMH 1 (48")STA 0+41.82( ')- 0 SMH 2(48°)STA 0+90.76(0.00') RIM:47 .07 LOT lA • • IM:4789.56 FL IN(E):4777.98(8� 6"SIDEW LK 1 0 'L IN(S):4778.63 FL OUT(N):4777.75(81)5,789 SF AND " L L L OUf(W):4778.44(8") WEATHERzz S 8 8 00®a®®-a 3 LOT 1B = 31482 SIF F LJ(0 ¢ S ��(nzI 3L4 1. o7e 3i rTll QU= i$ W OT 2B g W = '3�47L2 SF PT: 11 82 5 LO U in 0 3 �( m g 3L 67 SIF a0 N ((0� 2�973 SB OT 3 �0 4.00'089'29'15"(R&M) [N89'29'15"Ef d Q LOT_3C a Scale In Feet 50 0 50 Mimi 15 0 15 Scale In Meters O �o 00 •l oxc� Dry o 480 ° 800 I 1 �• ti E,` e h ox rl '9 0", CFI• 479 ``y � � �° 795 479 790 UNDER ROUND DATA q BILE w CROSSING.CONTRACTQ TO VERIFY CATION AND D TH. w 478 8"WATE MAIN 785 CONNECT TO EXISTING 8" ARY SEWER STUB.CONTRACT TO VERIFY LOC TION AND ELEV ON. -WATER MAIN N L O 478 780 1�1 [ 45'of "PVC 0 1.02 477 'of B. PVC 0D.61 X M--� 4775 0+00 0+50 1+00 SEWER TIE-IN (STA -0+50 TO 1+50) Issue Date:1211312016 SANITARY SEWER PLAN AND PROFILE C2.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL AS-BUILT: 12/12/2 016 C2ml #14328 OF M0y1gN9iJ PINE MEADOWS LOT 5 a LIVAINDER OF TRACT 7 MARK A. - - - - - SUBDIVISION a COS C-27-A CHANDLER No. 9518ES LLJ [NO'27'06"EJ LORIE L. HOVENEC _ A� A U 971.40'000'27'06" FILM 191, P. 193 _ - V_ oyO�EpS���o �m �Q m Q Q �m �Q �m Q m Q LOT 4 t0 V) N N 4 rn Itl I[l Ina Ina In M r0 in N N N N m N Q STA 9+41.3(11.91) Sheet 4 Of 8 mr mH �� 8"22.5'BEND - LIJ Mo °M°� .� a� ~ \ � Mo o MD no o S o S� -8 REMAINDER�j J d e a a J Z J� O .nm .1M N� V ym N¢ \ + s Ln STA 9+42.3(11.7'L) TRACT 6 - U mm a a \ r Y STA 6+1%. 5.5' ( ) 8" 11.25'BEND C 0 69.01 .�,�~O ~O 2 O n (r ( ) TA 6+45. 21.5'L I: O_ O O •'?O \ '=Q 8"CROS INSTALL 155 LF OF "DIP C SMITH SUB. p1 91 E+ (7.79'L) yJ eJ aJ a J riJ a Na q �� STA 0+04.0(11.3'L) +35.51 ND HYD 14T PER C B 02660 4. WILLIAM N.& DEANA A.TAYLEN C F m d V/ $ T1 0+12.40 1+0.14 J \ ,\ 6URY LINE 4794.81 186 FILM 4480 (F LOT 3 >STA 0+03.0(11 3F`L)D (37.83'L +33.93 1a (38. 'L) 38.00'L) 5.51 \ 8+2.19 8+84.16 9+34.0 ^ STA 10+20.6(6.9'L) d 6+ .i6 7+ .i6 f t 37.46 L) I 1+72.1 2+0.51 .00'L) \ • (38.0'L) 38.00 L) (38.00') '� 8'GATE VALVE o "GATE VALVE Iro I +43.51 (38.0'L) \ 0'L) (38.0'L) ( STA 10+25.6(7.1'L) m LL IyN I (38. 'L) 2+71.51 +99.51 3+5.51 +91.51 +94.16 7+30.16 7+94.16 8+58.16 X4.�0' 9'29'15"(R&M) (38.00'L)38.00'L) (38 0'L) 38.00'L) \ STA 5+80.2(5.5'L) L 38.00'L) (38.00'L) (38.00'L) (38.00'L) _(38.00L) [NO-2 06"E] A[11997t961� 3'L) [NO.27'0fi"El 3.50'000' 06' - W W .. 8"GATE VALVE 8' GATE VALVE 244.99'OOU'27'Or C ? N S MERIWETHER A 8..ss 6 • �• 2 a c - - 6.�5 W s gs a SS e1v -.,Se1v 68 a 6�n S- 61v ew- a �- nmw9] (Dsa O,O n r N ^o F m~ r C m LOT 1A •SAALV e °>r �� NJ Mo �� - - moa S 10+6 86 J EXISTING GAS LINE TO BE m W (38.0 L) REMOVED(BY OTHERS)) +06.92 11+07.8 1+3fi.36 +12.18 2+48.18 2+80. +22.18 3+58.18 3+89.1 +32.18 4+68.18 5+03.1 +50.1� 60 �6+fi6.19 +40.19 7+76.19 +50.19 Ay (37.80'L 11 94.49 12 58.49 0+34.0 38.00'R) (38.00'R) 38.00'R) (38.00'R)(38.00 R) 38.00'R) (38.00'R)(38.00') +01.1 R) (38.00'R) (38.00') 38.00'R) • H R B S x' (3.00'L) LOT \ � 2 38.00 R) 0+80.06 +0.18 1+et 18 +01.18 Ty (___O'R) 38.00'R) (38.00'R) 38.00'R) 5 M (3.00'L) 0 8�8=8 8 � F / ( +91.18 5 15.18 I' 1 +38.52 IN +N'6.6 L �� 38.00'R) W • 6+ .69 7+09 19 a+0.19 +919 e+ .19 \ B• .00'L) 12 09.49 12 73. '`f LOT 1 B m (38.00'R) (38. 'R) (38.0'R) 38.00'R) (3.00'R) (38.0'R) (38.0'R) �e. 'R 0'R) (38. 'R) +39.8 9 (3.00'L) (3.0 6"DIP STA 2+3.2(2 5'R F _ \ INSTALL 6.4 F 6" I \ 9 23.43 38.00R x ,� y BURY IN-47 C B 02660-4. AND Hy RANT R It 9+85.6 �) BURY LI E=479.57 m �T 2A r O 7f Q { 38.00'R - I NMFO I•l� mO N na M yj MJ NJ NJ yj0J r•j0 aJ yNJ yjNJ I,jNJ �pNJ y~J J N �MM NM J 65� • 6• S 6�W` � W■■■ I}sr-R-lN C B-RO O-E AVE. a m -� n MU rn 0 tM o h C TA 10+20J 00NO ' 00 oJ J 0LOT>B o OO INSTALL 2 �QF0 PER , AND HYDRA26 BURY rTl hW�I��1I LINE=4791.57 8.-90 BEN '^ �I M•i r SS SS SS SS SS SS SS SS SS -- SS SS SS SS 6 1280.86'18033'0(r A _ [SO-33-00-M LOT 3 LOT 4 - - - - - 6"W 6"W 6"W 6"W 6 W 6 W 6 W 6"W PART OF TRACT 5, �OT 1.> FFFF\\�����0IIIIII MGCOAN CREEK LOT 7 NORTH MEADOWS q" m - - - _ - - _ - - O CONDO 3 MORGAN CREEK �' LOT 4 SMITH SUBD. Scale In Feet CONDO 2 I LEARNING CIRCLE ROBERT K. BERNDT y� L 50 0 50 SUBD. PH" ll F MON ELEMENTARY 2027771 L^ a - - �� Fj � `�' I � FILMILM 201 201, P. 3680 15 0 15 L{ Scale In Meters 481 4111 O480 `,�9y 4805 • o°r e �, 5 _ y 480 ti - y '�, 4800 479 o. �. `• 4795 (3)8 UTILITY CU y y'�,O L ti J •�1 �l •y INSTALLS PER NWE CS �P,� O �i0 yti � � ��FcXO •.0�. 1, �`� •.yxy x9�O T^ 6.5'MIN(ttP) M xky 0 ^l P OP L L' O 6 �GONECT TO EX.8" ATER MAIN. ' O479 T CTOR TO VERI LOCATION D ---- --�---------------- k d SPA^y 6 ,x y 790 5 _ HIGH POINT-AIR RELIEF yP THROUGH H DRANT O --- 15"STORM EWER y rTl _ w 478 1 0 785 u HIGH POINT-AIR RELIEF THROUGH HYDRANT SEE'WAYS TIE-IN" ----__- FOR CONTOLIATION W 478 --- 780 O 477 4775 W n W U) N m r M N.0 r N r7 b r IO 0.f7 N^ m m N cp O m 7 N m^ a M N Of of^ a m a ww W W p p O O) O) m m n n m IO N N 4 a m 6 M N m N O O00 O O) O) I I I0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 0 MERIWETHER AVE (STA 0+00 TO 14+00) Issue Date:1211312016 n WATER PLAN AND PROFILE AS-BUILT: 12/12/2 016 C3m0 C3.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL #14328 4,390 s LOT 2A 4,192 SF OF 4L6 MARK A. SF 3 013 sB Iowa o CHANDLER _- LOT 2C O o LOT 36 3,013 SF Jaz4 c 9�N�. 9518ES o 4.386 SF ui 3 .0 o J r ST E LOT 2D c� LOT 4A t!/"� a,792 SF (� 4,384 SF LU Q = — �— — — En 60 — — — — L— — Sheet 5 of 8 Q F LOT 3A = _ — — — — — — — — — RESTRAIN ALL JOINTS WITHIN SPECIFIED 4,192 SF LOT 4B HARVEST . EEK UBD. PH" 5 ~ w= 4,383 SF n LENGTH FROM FITTING m m o N d CONNECT TO EX.8"STUB WITH 8" STA 0+14.2(0.O'R) is o YL LOT 36 �'oc GATE VALVE.CONTRACTOR TO VERIFY 8"GATE VALVE a FITTING LENGTH (FT) NOTE p1 O1 C O 3,013 SF gg LocATlar ANBSEL�lWAON.G GAS GAs DURSTON ROAD c m jO1 LOT 5A Fu .. 8" BEND (90') i6 'a w 3 SCS-S -S'SS- S— —8.. m W 4,381 SF LOT 3C — — �""� T� �� (/7 0- 3,013 SF N u to"w to"w tQ'w tQ"w o "w o"w 11o"w 1o"w 1o"w a 8" BEND (<90') 7 j E"L z O STA +z.a(11s1) ` 'o m LL NO JOINTS WITHIN 'O Q SL�s SB I • m LOT 3D 8" 1.2'BEND E 8"XS" TEE i6 (BRANCH) � ��o i,746 -BLBWBFF-ABSEMB6Y+DER • 5,503 SF STA�3+3.2(11.6'L) �— 1 - 4' ON RUN C o LLJ O.02660-7 • A 1+61.2(5.5'L) 8"t66" UCER — REMOVE AND REPLACE 0+ .0(0.0'R)=STA 13+39.3 NO JOINTS WITHIN 0) CAp • T STA 1+Ys.a 5.5L AP LOT lAF �WA� • • 9' END 8"X6" TEE 5 (BRANCH) L a❑ c 4 ON RUN C ._ 8"w g"w 8„ O'l/ e„w '^ 8 GATE VALI I cl C VE n e"w 5,789 SF 8" CAP/PLUG 31 SI 11 S7A .7'(5.5'L) 5 43 S 'ILLARD STR ET STA .A�(5.5'L) �s 8" VALVE 16 W a o • LOT 1B 3.482 SF � A 2 JOINT RESTRAINT a s s s F • • LOT 1A O O c 5,503 SF o$ LOT C3.1 SCALE:NTS '^ a 3,478 O c\ o Qi S 3,0537 SB O \ 3,472 SFzz \m m 1 0 LOT 1 C Q Z I I `�Sj7 3,537 SF I rf W 3,LOT 3A 367 SF / a vJ LOT 1 D miI 4.192 SF \I N LOT 3B f1r. 2,973 SF LOT 2A 9 4.192 SF O 4.00'089'29'15" 15 � W • LOT 28 LOT 3C 5,353 SF/ 0 I � O Scale In Feet rT Scale In Feet N QI 50 0 50 50 0 50 15 0 15 15 0 15 Scale In Meters Scale In Meters O 480 4805 y�l 6�1 �y'o op!' o 480 800 479 4795 y\'". 6^ 'y'.� y .�� ys1 y �•yx Q,,ro�1 9h Ly y Ox� �Gp4 ,�x yy 0,�1 0,yx J� ,4Ly y P Gp" xxk' �1* 479 _ eb.�d, V 795 479 `� 790 1UP� 6.5'MIN( ) THROUGHHIGH EXIISll STNGELIEF �Po 60�0 P Q06ao rr^^ �•/ ■ BLOWOFF ASSE BLY V i (3) "UTILITY CULV RTSJ•� (3)8"UT LIT CULVE 479 INSTALLED PER NWE S ECS INSTALLED P R NWE S ECS 790 y y 478 785 ITARY SEW ONNECT TO EX 6"WATER •� AIN.CONTRA R TO VERIFY LOCATION AND ELEVATION. w 8" 478 330 LF 8 CLASS 51 DUCTILE IRON PIPE 1 785 4780 4780 W 18 MIN. CONNECT TO EX.8"STUB WIT N 8"GATE VALVE.CONTRACTOR T VERIFY LOCATION AND ELEVATION 8° 3ANITARY SEWER h�M 478 780 477 4775 u? as "'Lo J� ro^ w� ww a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+50 1+00 0 VILLARD ST (STA -0+50 TO 4+00) WATER TIE-IN (STA 0+00 TO 1+00) Issue Date:1211312016 n WATER PLAN AND PROFILE / 1 WATER PLAN AND PROFILE AS-BUILT: 12/12/2 016 C3ml C3.1 SCALE:1'=50' HORI1..AL, 1"=5'VERTICAL C3.1 SCALE:1"=50' HORI1..AL, 1"=5'VERTICAL #14328 I II a���M�AN'o PINE MEADOWS I I LOT 5 a EMAINDER OF TRACT 7 MARK A. — — SUBDIVISION COS 0-27—A CHANDLER No. 9518ES [NO'27'06"E] LORIE L00' HOVENEC A� 971.40'027'06' FILM 191, P. 193 — �� x�� - _ — - - - - - - Fro w Q LLm �.Q m ¢ 6'WIDE, 6"THICK 4m ¢ 4m LLQ 4m Q m Q m ¢ LOT 4 d rn b N N A REINFORCED CONCRETE u•10 10 In a Ina In M M in N in N N R N� f { vI (n r n F o f r SIDEWALK ALONG PARK f Io r m r m r In F ,SIL2Ct B OJ B Nm NM NN NN N� Nm NQ N "<B "B �� REMAINDER L — — — o ¢ m TRACT nE OZ d M CH E%.CURB(TYP n~ n~ OF n� nH �~ �� l/ '' N SMITH SUB. C m a v r 0 e rt O M O O p 0 m �I @0 WILLIAM N.& DEANA A.TAYLEN an d �7 O R MOVE E%. DEAD EN SIGNS. EUSE AT e J ,.�J N a J� P 0.VILLAR DEAD E D IF NEC SARY. f (3)6"lJ�LfIY CULV RB '^ 5'LONG TRANSITION FROM 5' INSTALLED PER NWE SPECS o =! 186 FILM 4480 yQ�F LOT 3 .86 iya WIDE TO 6'WIDE SIDEWALK • u 1' 21 d \ ro DOUBLE GUTTER PER COB` R2-1 "15 MPH IJ) m°" STD.DWG. N0.02529-1 • R=167. ] 4.00'069'29'15"(R&M) — TJ u.P W w 2 1 MP — — — 60'= B R7 1L [NO'27'06"E 4.002915'E] " R7-1R 3.50'000'27'OB'(R [NO'27'Ofi'E] E S .. 3%12%4 \ 00172 _ o MSRIwrrRKR A SS 6. 47 LOT 2 0 a N 9.6 &8"W W .. U vl`i M Q 4 N 7 m _ 8 8 N o a'�s sD — — S M 6 w 8„w 6.. \ \ yM " v1M wm 4¢ r =o m OBN s_ — — _ J '55 SS 8"SS 8'JS 8'8 5S 8'8 'SS "85 "SS 8'S rn n m O N m F ro F IN C m R vS,. 95.51 g.� \O N J M 0 Y O M B M m Q a V LOT 1 A °i3 " — W _ — ,pl�p1� �°% \ 12'WIDE RAVEL A LESS FOR MANHOLE TAPER FROM 37'TO 35' R-1 L — — — — — 0 -/ J SIRE ENDS AT PT. • Go, 0 q 3'OF 1 2"M�NUS OV 6"OF m (3 8"UTI IN CUL RTS ~ R 50 S x R=132.5 I� MIN S OVER OMPATED UBGRADE. LOT �j LOT 1 B" INSTA LED PE NWE S ECS G • \ g* I+ BE IN CROWN R7 R - J` ea®e®® _ ^ URB W L PAI (TYP) ¢ DOUB GU ER PE COB B SUIOM 5 0 �4 l/ ■ J STD. WG.N 025 9-1 < \ �6" 199K M= CREEE T 2A n N N N m V INSTA ED P R NWE PECS \�UTIL \ 6 S 6 SID ALK AT RAVEL ACCESS �n- - — I MN FOJ nNM JN O Q Q Va 4m� w< M M M M NN n N MI p pM J nMJ yN¢J NiryMOJ IMnnJ MJ ar¢J1 Ny oNJ Nyj UNJ MmJ p o N U �m ✓j J \ - \ - "55 8,W " 85 _ o 7RA6C F E 0[tTT SSpDP EWR!N O BROOK AVE. Q0 R7L 90 DE Nj0 00 0O O MO ANLOT>B D H p O "G7 [ WrLJ_Jl C LL PAINT(NP) �DOU Gl'1TTE E COB J STD. .NO. 1 SS SS SS SS SS SS SS SS SS -- SS SS SS SS s 1289.66'18033'00' LOT 4 — — — — — — — - - PART PART OF TRACT 5, SI�OT 1; O — — — LOT 6"W 6"W 6"W 6'W 6"W 6"W 6"W 6'W MORGAN CREEK LOT 7 NORTH MEADOWS q� STOP/STREET SIGN — — — — — CONDO 3 MORCAN CREEK I LOT 4 SMITH SUBD. (r gy' ROBERT K. BERNDT CONDO 2 SUBD. PH. // "I F MONTESSORYG ELEMENTARY 2027771 -1 `� I I FILM 201, P. 3680 Scale In Feet 50 0 50 15 0 15 Scale In Meters o' O u 481 a 4810 mNm Y w II 480 J 4805 0 m o 480 — — a i t2 800 'w _ _ n (�1 —1.15% ma < II m FSr—� 479 II Y a 795 wn 479 — — — — _1' 0% 4790 N O 478 785 A�1 w 00 M 10 -D O M 10 I, N I, N am M N IO IO IO M IO IO IO IO N T r a N m mr a .OI a W W O O O>OW p mr ODO Or>Cr' Wr Cr' W m r m r m O ID m to r r r r r r r r r r r r r r ^r r r r r ^r ^r ^r ^r ^r ^r ^r ^r ^r ^r ^r 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 MERIWETHER AVE (STA 0 00 TO 14 00) 0 Issue Date:1211312016 n ROAD PLAN AND PROFILE AS-BUILT.- 12/12/2 016 C4m0 C4.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL #14328 4,390 SF v LOT 2A I ' I a +4,192 SF o TON�OAD °F qN cD�RS c LOT 3A 4,388 SF LOT SB J + 1 MARK A. IUwa z r 1w 1 o"w 1 o"w ,d'w 1 d"w o"w 1 o"w 11 o"w I o'uw 1 o"w No. 95 ANDL _._ LOT 2C a o s,icn� +' o LOT 38 + 3,013 SF w F 4,386 SF - 1 . E 9� EGI STER o - � - - - - - - F /TP7� LOT 2D _ _ _ _ 4,192 SF U ` LOT 1A ~ 4L384 SF 5. 5,789 SF • 1�0 • Sheet 7 Of 8 LOT 3 F LOT 4,192 SF z o, 4B I�o i ST 1 A(36")STA-0+00.00(0.00') U m o 4,383 SF N n TBC:4790.95 m m a LOT 38 N w LOT 1B I FL OUT(E):4787.09(15-) m m 1 3,013 SF 9p 3,482 SF U LOT 5A Ru 3 m 8 ST 1B(48")STA 0+33.00(0.00') N N 4,381 SF LOT 3C W o �.l > W a m TBC:4790.95 L E°a 3,013 SF W �'� W (n z a 3L4o78 3 m FL IN(W):4787.09(15") 7 m x Z U z U w FL OUT(SE):4787.03(18") 10 m°; Q LOT 58 - LOT 3D `-} Q Q=�" $ v 1 oD' 60.00, 1.00' -0 5,746 SF • • 6�6U3 5F W'~ u 5.00' 5.00' (0 '- _ R7-1R J _ STOP/STREET SIGN I W o` W BEGIN CROWN TRANSITION g • 76 - GIN CROWN YR4NSITIBN= W~ <� F P�:11 82 I Q F 6.50' 35.00' 6.50' m a 94. 9. m z 2.00' 2.00' E ." 96.41 - mm 01 `o m 508 ( a LOT 3A / sso' tsso' 0 ?m e'w 8"w g_1"� g"W s 8.. + a.W B�.W - n 6 W 3.367 SF H t+T SLOPE VARIES'-- 2R SLOPE 3% TYP 3% TYP 2R SL PE SLOPE VARIES p) ` 5,43 S ,� S 4:1 MAX - - - 4:1 MAX W 95.a s.ss)VILLAF�D T. + LARD-S�� II ,�,. / O F-w ( / y ^�1-- \ \ ) °a - 95. LOT 36 ' &o - - '^ 2,973 SF ,3 INTEGRAL CURB&GUTTER PER v JR7-1 L 51) R7-1 R MATCH IXISTING CURB. O COB STD. DWG.NO.02528-1 -TA--BE it€USE� ON TA�PPEER- trT(}__ ((�� / Q 3"BITUMINOUS ASPHALT SURFACE COURSE 8 8$-8 f` STOP/STREET SIGN • m • LOT lA MATCH FROM 37' 4.00'089'29'15"(R&M) / / d 00®97®® p REUSE SIGN PANELS FROM EX. 5.503 SF O 35'WIDE STREET [N89'29'15"E] 6"CRUSHED GRAVEL BASE COURSE(14"MINUS) NOTES: 1� 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. STD. DWG. NO.02528-1 0 ® m r VILLARD OR EX.MERIWETHER ro LOT 3C / �j PROTECT END WITH RCP FETS 6"GRAVEL SUBBASE(6"MINUS) 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-11 AND 02529-15. DEAD ENDS. INSTALL ON NEW m STA 0+66,39 5,353 SF / 3. FERTILIZING AND SEEDING AS PER MFILL SPEC. 02910 AND 02920. Od POSTS PER COB STD. DWG. NO. / / FL OUT=4786.98 COMPACTED SUBGRADE (TOPSOILING&SEEDING ON CUT& FILL AREAS IN R/W) N 09810-2 LOT 16 i. ® i g 3,537 SF Q o g / STORMWATER RETENTION POND 4. REQUIRE LE FABRIC WILL BE USED DEPENDING ON SITE CONDITIONS AS TOP=4790.0 REQUIRED BY ENGINEER. fffyyy��a -1. BOT=4786.5 5. REFER TO SPOT ELEVATIONS AND INTERSECTION TRANSITION DETAIL FOR p� PARK 1 y+� LOT 1C Q z / ,c, �� COOS A x�EPSH=3..i-(FENCING-REQUIRED)-"FENCING PAVEMENT CROSS SLOPE AT INTERSECTIONS `� e 11,599 SF/ NO D ,873 CF"W 6"W 23,167 SF 3,537 SF 1,, ii� m W 7 OL-' ED=12,640 Z [NB9.29'15"E] u / �' _ _ TYPICAL STREET SECTION (35') �+ W LOT 1 D I Q 135.45'OBlY29'15"(R3kLQ �+ ,g � WP 4,192 SF a LOT 1 A F J C4'1 SCALE:NTS LOT 2A N ` 5094 SF / 4 LOT 5 x �S 3,56fi SF x a I O 4,192 SF O / LOT 1 B I W 0 �4 2 LOT 113 21869 SF /1 3 • LOT 28 4,448 SF I 3 �, O F+�1 cA ,013 SF LOT i 3 �I p, 2,988 SF 111T rT 3% 3R p,q Scale In Feet Scale In Feet 50 0 50 50 0 50 FSIDE STREET TRANSITION 75'(LOCAL STREETS) 15 0 15 15 0 15 1 (COLLECTOR STREETS) 0'(ARTERIAL STREEETS) Scale In Meters Scale In M¢t¢'M8 g OR AS SHOWN SX 1.5 z o ALSI 3 1.5R 1.5 3 _ o O STREET � � 5% 1.5 480 ,ry ^ 800 SIDE STREET TRANSITI y 75'(LOCAL STREETS) t 100-(COLLECTOR SIRE ) w i HIGH PT STA 0+95.07 M �90E1k �00'k1�k10 150'(ARTERIAL STREEEFS1dq HIGH PT ELEV: 8 n k L k OR AS SHOWN PV 2.57 PM ELEV:4795.06 p 1 o K:50.00 16 N II 479 795 z 480 LVC:55.00 '° C <52 805 o ^om om ± I vi< oa II II Lin ro rn Na 479 PRO +66.3o WITH RCP FETS STANDARD INTERSECTION TRANSITION 4800 a w II m o w 4800 30'of 15"PVC®0.OR STA +66.39 4 II FL 0IT= 4786.98 m II C4.1 SCAL a E c>w o: :NTS T=468.5 w 31'of 18"PVC®0.17% rTl _ 478 785 w 4795 0.807 -0.50 4795 1 "MIN. 1 GRADE BREW STA= 1+51 25 (I'�" W ELEV= 4794.76 8 SANITARY SEWE Ill WA ER MAIN ` (3)8"UTILITY CUL ERTS-�A (3)8"UTILITY CULVERTS 478 780 O 479 4710 �, 2 o rn FBIM JN IO ^m Co ^^ O +of 4 m W W m co 0 .co ww rn� rn� rn� rn� rn� rn`O rn� w1�i �a e� +a 0+00 0+50 1+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 l VILLARD ST (STA - 20+ TO 3 50>+ STORM (STA -0+20 TO 1+00) �Q 0 Ism Date:f2/18/2016 ROAD PLAN AND PROFILE I 1 STORM PLAN AND PROFILE AS-BUILT.- 12/12/2 016 C4m1 C4.1 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL C4.1 SCALE:1"=50' HORIZONTAL, 1"=5'VERTICAL #14328 I ' U�'�� AN9iJ PINE MEADOWS I I LOT 5 a EMAINDER OF TRACT 7 MARK A. — — — — SUBDIVISION COS 0-27—A CHANDLER No. 95,8ES [NO'27'06"EJ LORIE L. HOVENEC o A� 971.40'000'27'OB' 0+00 FILM 191, P. 193 —K— ITT! wp m 4m LL< 4m < a LOT 4 �a °° am a f d Nf° N1O �'0 �'� '4^a u�in in in �a Ana inn r� .00 L — Sheet 8 O 8 z "� ^� :� a� �� �m �� NN NN Nm NQ �� "<� "<� d� <� "� ".� .� �� W REMAINDER '� m TRACT 6 o Z 2- no �� �� C °3^ SMITH SUB. m 'O^^ O v a 0 a 0 a 0 �O O O p 0 w a @0 WILLIS N.& DEAS A.TAYLEN C ti m d V! �� I(3)8"U<LLTY'CULV RB 186 FILM 4480 Q� LOT 3 2z n > �„ SAND E IC( NWE) 1+ u N — � 1m I. � °� ��d GAS A ID ELECT IC(BY N E) + • [NO'2T06"E] 4.00'089'29'15"(R&M) — B: --� W W �� �� — - 3.50'000'27'O8•(R Due [NB9'29'15"E] [NO'27'08"E]S - 244.2V 000'2 MSRLWETR'SR A ' • 2 a"ss a' Lff_ ..W BW d 0'JSss s's ss s SLOT 1A ss - 6s sw \ o �J Mo ^o Mo o _ — CD O \ \J J W O d } • • • 6 m —LLI_ � � • F a 25' REET LIGHT N B� \ % If � � � EA (3) ^unu cuL RTS N LOT 3 eaaeo@ LOT 1 B�� AN ELEC IC(BY WE) 8•, o+ TREET�LIGHi (RING IN " a \ + (3)8"UTILITY CU RTS R INSTALL ERVICE PED AL W/ DUI 6 �L71'J-T 2A �+ 0 4 X So cH u FF cioR L ) NCBROOK AVE. `J J CE ENULO UNG O G C NTACTOR \ \ B• N �^,n n in 00 > T s EX. "p Q LL 4 1 LL HAN/A 0 O S LE AN EC _ n9 Q0 NF NN tna 1/la Vlm Na NM 1/1� Vlm NM NN VIN �m N� N� Vlm Na NM NM Np �N Nml'R N� 4 U LL 0] 4 6.. a..W W o S 'jJ ^O N(] �� ^�O rfO NO mO G~ 'fH mF- M N N^ M M MM �'� N NU Nm N� Na ss 6 � � V LOT�B I "J pJ o 00 _o So So �o �o �o �o 1.0 3 �o bo so mo �o so bo YJ MJ r�J YJ YJ MJ <J Y MJ MJ <J <J r�J MJ 'NJ NJ MJ MJ <J <J vjJ �O 'AO \. • DAB ss65as6s ss6s _ SS 6S SS �— SS SS SS SS S [SO33-00-M x o �� — — — LOT 3 LOT 4 - - - - - - MGRGAN REEK LOT 7 NORTH MEADOWS q PART of TRACT 5, � _OT 1.> a 6"W 6"W 6"W 8"W B"W B"W B"W 6'W � — — — — — CONDO 3 MOCGAN CREEK I x _ _ _ _ _ _ _ LOT 4 SMITH SUBD. (r gy' ROBERT K. BERNDT Q rTl CONDO 2 SUBD. PH. // "��F � MONTESSORYG ELEMENTARY � 2027771 �1 `� FILM 201, P. 3680 Scale In Feet PRIVATE UTILITIES AND SITE LIGHTING PLAN 50 0 50 yH/ 1 15 0 15 y C5.0 SCALE:1"=IV Qi Scale In Meters TRANSPO POLE-SAFE O LEGEND MODEL NO.4075 IN ES TRANSFORMER KW ROUND TAPERED STEEL POLE(RTSP 25'MAX.) PHOTO © PRIMARY JUNCTION BOX SQUARE BASE BY MANUF. CONTR IIL FBI SECONDARY CAN n (2)NUTS&(2)FLAT WASHERS PHOTO-CELL BYPASS SWITCH PER MANUF.RECOMMENDATIONS (INSTALL 3-POSITION SWITCH LED STREET LIGHT 1"BITUMINOUS ASPHALT EXP.JOINT Li W/HAND/AUTO/OFF) SIDEWALK(IF REQUIRED) FUTURE STREET TREE LOCATION (APPROXIMATE) (3)#3 TIES O 2-O.C. _64- ({)30x30x3 ANCHOR BOLTS W/1 3/8"PROJECTION 8"GALVANIZED STEEL THREADED END 30 AMP LIGHTING CONTACTOR (11)/6 VERTICAL C 24Y CONCRETE PIER V 0 2"CLEAR-, j3 71E5 0 10"O.C. i SOILS PER SOILS REPORT �•L•' TO POLE LUMINARIES NO E: F+Oi 1. REFER TO LIGHTING SCHEDULE FOR POLE PAINT REQUIREMENTS h+�l 25' LIGHTPOLE BASE DETAIL C5.0 SCALE:NITS NEMA 3R HINGED COVER ENCLOSURE WITH LOCKABLE HASP CIRCUIT BREAKERS INSIDE METERING PANEL 0 4 PHOTO-CELL DETAIL C5.0 SCALE:NTS Issue Date:1211312016 AS-BUILT: 12/12/2016 cvsmo #14328