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Laurel Glen Sudivision Phase 1 - C&H
I Sheet 1 of 40 E U a °'e CURB & STA. 8+74.25 STA 12+72.37 STA 12+77.37 GUTTER (TYP)- 24.40 LT 13.00 LT- 8.19 LT r EL. 4733.11 D k EL. 1728.64 EL. 4733.32 STA 8+05.29 STA. 8+0 LT 4730.00 ' \ N LL STA 12+58.22 50.04 LT EL.24i728 i+ 13.00 LT STA 7+59.85 EL.1727 44 '0 4729.50 EL. 4732.96 EL.24727.1T 4728.80 tD STA 8+15.35 4728 53 �m EL.472834 STA 12+55.22 STA 14+34.22 �I -C d^-- 47 9 90 I STA 9+39.35 10.00 LT STA. + STA 14+31.33 10.06 LT STA 7+49.85 STA 8+49.85 10.06 LT EL. 4733.02 4. 27.81 LT a) �'- 34.50 LT EL. 47-29.544730.90 3 2 147'3 LT EL. 4734.71 C STA 7+77.50 EL. 4734.59 STA 14+48.22 EL.i7-2739 -pl pp EL. 4729.17 STA 9+36.45 STA 12+41.LT \% 4728.46 C 8 13.00 LT 72g.g2 STA 9+53.35 13.00 LT S 1 1 STA 14+11.50 13.00 LT W EL. 44:72p7.79 15 EL. LT 30.77 13.000 LT EL. 4732.77 3 15.97 LT EL. 4734.73 - - STA 7+63.S5 EL. 4734.35 _ - STA 9+16.6.3 RAISED - - 14?2 LT 15.97 LT A STA 14+10.25INSTALLE MEDIAN- I EL.�F7-?7:66 ( ( ARRICADE.AS E 3 2B pz EL.�i739:i1 14.92 LT ROU ABOUT�2 STA 7+60:35 STA 9+15.38 STA 9+50.35 EL 4734.37 DETAIL 1 THIS SHEET. q D ISLAND 10.00 LT 14.92 LT 10.00 LT STA 12+44.22 -- -- EL. 4?2?.?3 EL#7-i9:43 EL.4729.6E - 4729.09 STA 8+84.35 a 30. 9 EL.14732.90 C STA 14+45.22 STA. 7+50 PHASE I �- STA 7+82.50 EL. 4729T� C. 73 53 LAUREIe EL. LT CONSTRUCTION LIMITS STA. 8+49.6 8.19 LT _ -.-° - - - +LAUREL PARKWAY - e}-- - - + - -EL. 4734.80 N Q EL.4727.99 STA. 8+74.25 STA 14+45.22 4729.35 8 24.40 RT PARKWA47 g g g INSTALL BARRICADE I. STA 7+60.35 EL.4?26:64 STA 9+17.20 STA 12+44.22 M STA 13+79.22_ EL.04734.80 COB STD. DWG. NO. 09810-2 VERTICAL C 10.06 RT 173000 STA 9+50.35 10.00 RT B EL. 4734.58 STA 14+12.08 EL.�3 I 8.19 RT f 8.19 RT EL.4729.36 47 .72 10.00 RT EL. 4732.90 STA 7+49.85 4729.09 El.i7a^9di6 � EL. 4734.60 I STA 9+22.k D 28.22 RT QI E-I STA 7+63.24 13.00 RT STA 12+7 . STA 14+17.07 f EL .472709 I a 13.0E RT EL.4729.26 .62 14.92 RT 1473 RT a759.85 EL. 4734.48 a EL.4727:86 STA 9+36.35 T STA 12+41.22 EL. 4733.13 � �� STA 14+�8.22 STA 7+59.85 4729.02 28.24 RT 13.DO RT STA 9+53.35 13.00 RT STA 14+31.22 13.00 RT EL. 4727.18 O STA 7+83.07 EL.�r^c^-- 13.00 RT STA. 8+25.45 EL 44729.60 STA412+55.22 El. 4734.73 a728.5a Crl* 5.97 RT 473 .77 77 EL. 4734.59I-LI EL 4734-75 24.40 RT a730.96 10.06 RT STA 14+34.22 STA 8+02.77 4729.12 STA 9+39.35 STA 7+84.32 EL.4729. 10.00 RT EL. 4733.01 -10.00 RT 47.68 RT 79. EL. 4729.54 STA 12+58.12 EL. 4734.72 EL. 4727.47 14.92 RT 473C,90 13.06 RT a728.83 EL. 472 t-/ 472916 'z EL. 4732.95 STA 12+77.94 -- r 15.4733.09 34.50 RT 97 RT STA 13+44.72 A STA. 13+20.33 C STA. 13+ EL. 69.12 i STA 8+49.85 24.40 LT 24.4'0 LT r 34.50 RT EL. 4733.62 EL. 4733.54 EL. 4734.01I'� n r1 EL.4728+} �rr/1 d 4729+53 NOTE: B STA. 13+20.33 D STA. 13+69.12 NOTE: U' �.y REFER TO THIS SHEET FOR SPOT NOTE: 24.40 RT 24.40 RT ROUNDABOUT #2: SEE SHEET R29 FOR \/ ELEVATIONS AND SHEETS R29 FOR REFER TO THIS SHEET FOR SPOT EL. 4733.54 EL. 4734.01 GEOMETRY AND SHEET R35 FOR APPROACH GEOMETRY FOR SPUTTER ISLANDS ELEVATIONS AND SHEETS R28 FOR GEOMETRY FOR SPUTTER ISLANDS SIGNING AND STRIPING LAUREL PARKWAY ROUNDABOUT a2 AND LAUREL PARKWAY ROUNDABOUT #1 AND m na MEDIAN SPOT ELEVATIONS AT GLENELLEN MEDIAN SPOT ELEVATIONS AT PLAN VIEW �+ DRIVE ANNIE STREET F i--i WN M N rTl FZ F 3 w N� a z�az -- -8' MINIMUM-- - K J J W J Q W w NOTES: 4750.0 �'J�' 4750.0 --- 1. ALL SPOT ELEVATIONS ARE AT TOP BACK OF CURB I V1 (TBOC) UNLESS OTHERWISE NOTED, 6" 2. PROFILE GRADE LINE ON LAUREL PARKWAY 4745.0 �' o� 4745.0 (TYP) REPRESENTS CROWN OF 3%CROSS SLOPE OF ROAD. PROFILE THROUGH MEDIANS ARE NOT SHOWN IN PHASE I PROFILES FOR CLARITY. SEE TYPICAL SECTION ON SHEET a 5' MINJ� E2 (TYP) R30 FOR DETAIL. 4740.0 CONSTRUCTION II n 4740.0 L LIMITS a w H J 4735.0 S 4735.0 4730.0 PROFILE GRADE L INE a a 4730.0 �f N 0 -3' MIN--I 4725.0 -------- -------- -------_- 4725.0 1-4 NOTES: 48" 1. STRIPING SHALL BE ALTERNATING RED & WHITE EXISTING GROUND STRIPES 6" WADE & AT A 45• ANGLE. ROAD 4720.0 4720.0 2. STRIPING SHALL BE EITHER RETRO-REFLECTIVE TAPE 30" OR PAINTED WITH A SEALED RETRO-REFLECTIVE SURFACE. CLOSED 4715.0 4715.0 3. BARRICADES SHALL BE WEIGHTED DOWN WITH rn a n 00, n SANDBAGS. WATERPROOF BAGS SHALL BE USED DURING 0 rS 0 .0 rl FREEZING WEATHER n n n n n n 4. MATERIALS ACCEPTABLE FOR BARRICADE FRAMEWORK g g $ g INCLUDES WOOD, LIGHT WEIGHT YIELDING METAL AND g g LIGHT WEIGHT YIELDING PLASTIC. WOOD SHALL BE STANDARD GRADE NO. 2 OR BETTER S4S LUMBER. n n a+o m Drawing Date: 214106 i DETAIL _ PORTABLE BARRICADE NTS' PROFILE VIEW - LARUEL PARKWAY ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) ABI #03134 Sheet 2 of 40 STA 8+96.91 STA 9+39.85 47.69 LT 28.26 LT m m m EL. 4728.09- LE --EL. STA 14+34.72 a729.a5a730.37 STA 12+92.59 STA 13+84.80 28.31 LT 85 STA. 10+14.81 EL. 4734.16 E o i STA 12+54.72 44.01 LT 56.38 LT 7 „`` � 31.00' LT. 28.73 LT EL. 4732.84 EL. 4733.49 STA 14+44.72 a730.a7 EL. 4729.744 STA 12+32.89 EL. 4732.45 F 28.24 LT STA. 16+88.37 ' "D m INLET a730J5 28.19 LT W EL. 4734.25 +67.32 EL. 4732.22STA 12+44.72 W31.00' LT. -'T 27.81 LT / CURB INLET EL. 4736.10 C,2s 28STA. 12+04.82 EL. 4732.37 STA 14+62.28 STA 15+09.68 a73 .53 31.00' LT. (� 29.01 LT 31. LT STA. 16+85.87 �5' SIDEWALK 8' WIDE SIDEWALK 13.00 LT.EL. 4731.83 a !!] EL 4734.36 EL. 4734.67 BIKEPTH EL. 4736.62u 5' BIKE - ( W a ���JJJ szI &GUTTER n EAED 90 ROW o 26' RAISED MEDIAN w ROUNDABOUT #1 ( ) -2,5' - - -- - - - I - RAISED _ _ -„I o RAISED 26' RAISED MEDIAN T',p c ~ -o MKDIAN - - + MEDIAN - - u, _ _ I 7:1 ER - - - - -� 0 0 8 o0 8 ROUN AB T �12 ' � � y 12' DRIVING LAUREL PARKWAY VERTICAL CURB --STA 15+77.34 TBC EL. 4736.05 I f � a 5' BIKE T - T STA. 12+44.72 t- 5' SIDEWALK STA. 11+79.77 28.24' RT. STA. 14+82.73 STA 9+89.75 31.00' RT. EL. 24'R5 Q 13.00' RT. W CURB INLET 31.00 RT EL'�s CURB INLET EL. 4734.99 STA. 16+36.80 STA. 16+85.87 EL. 4�2947 a731.79 9.00' LT. 9.00 LT. 1 STA 9+67.41 STA 12+54.72 STA 14+62.28 STA 14+84.62 W I� a (� 29.28 RT 4730.58 28.29 RT (� 28.77 RT EL 4729.2 EL. 4732.46 EL. 4734.37 EL 4734.47 EL. 4736.35 EL 4736.74 STA 56.97 20 31.00 RT Z W 4730.44 56.97 RT W W ►a � W STA 8+94.41 STA 9+49.85 NOTE: EL. 4732.71 ~ ►�I x F.c4 T W 27.81 RT REFER TO SHEET R2 FOR ROUNDABOUT Fwfj 27 81STA 1RT44 72 U EL. 4 8. EL. 4728.34 EL. 4729.12- SPOT ELEVATIONS AND SHEETS R28 & F 4730.38 EL. 14+3 6 W STA 9+39.85 ISLANDS. FOR GEOMETRY FOR SPUTTER Qi W `.. STA 13+96.85 STA 14+34.72 4 28.73 RT ISLANDS. REFER TO SHEET R32 FOR W EL. 472&96 LAUREL PARKWAY SIGNING AND STRIPING. 44 04733.84 28 747RT 4730.34 7 . 34.15 PLAN VIEW N I� O N 0+ uu 7m 0++ M W .N♦ 4767.7 ��r> 4765.0 - --- 3 Y w ------ -._.. _ -. _ 4767.7 LAUREL PKWY ROUNDABOUT RAISED 1.36 FEET W W Q W 4765.0 r� FOR STORM DRAINAGE CHANGES, JULY, 2003 z D-z 4760.0 OLD ELEVATION 4728.36 w N�rc z NEW ELEVATION 4729.72 "' 4760.0 zoz 4755.0 ,� cWi a g cWi N d 4755.0 con O 4750.0 n + N n n n la _... ---- 4750.0 4745.0 of __ N > ODD v w II 4740.0 A u 5 H W a I J -- - 4745.0 a PROFILE GRADE 4740.0 rl"� � v I4 4735.0 m "' LINE ----0_- 4735.0 M 4730.0 -- ------ 4730.0 ------ - - I 4725.0 EXISTING GROUND 4725.0 q� 4720.0 4720.0 Q IA N O a0 h O� a m n o 17 d iD r M f qh NID t~O r0 O N yan ro^ N W tNO r� Y Of of � � � Oi N O „Ni � „Nib MM HMN1 M h h Mh eil� n n n n ^ N N M N ✓1 N M N M N M M MI "`RRT���•• n n n n n n n ,n n n n n n n n n n n n n n n n n c .r a ♦ a Y a a ♦ a ♦ a a� ♦� �� ae wr a♦ a♦ �♦ - - g g g o g g g g g o g g g g g oo -- g g o d 0 p 59 p po p 0 p p g m rn O O O O N O n+ O} N O} O O Drawing Date: 214106 v r PROFILE VIEW - LARUEL PARKWAY ROAD PLAN c SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) 2 AB2 2 #03134 Sheet 3 of 40 INSTALL BARRICADE STA. 17+13.27 -2 8 STA. 17+46.80 STA. 17+70.16 EL. 4736.68 58.09 LT. 31.00' LT. m m EL. 4736.68 EL. 4736.68 STA. 17+ +89.73 79.59 STA. 611..72' LT. 13.00' LT. E8 44i08B EL. 4737.36 ST 18+87.81 STA. 20+ 1.83 4740.3 INSTALL BARRICADE A I Q en I E T_ 13. 0' LT. 13.00' LT. COB STD. DWG. NO. 09810-2 p,y © O e4 m y 5' BIKE EL. 4738.21 EL. 4740.18 rn �� STA. 21+23.42 [ a VALLEY GU R _ STA. 20+65.40 62.64' LT. EL. 4740.50 W a) 12' DRIVING _`-- 31.00' LT. O W I O W g STA. 17+69.16 5_SIDEWALK__ - EL. 4739.46 ��S' (-�O z •rIrr 1 s EL 36' L . R-10.5' 0 26' RAISED - - -'_- PHASSTA CONSTRUCTION LIMITS a MEDIAN - - INSTALL BARRICADE I W _ STA. LT. COB STD. DWG. N0. 09810-2 _, -- - - R-10.5' e --------- m - - _ EL. 4740.4 STA. 23+60.39 U7 STA. 17+69.1 - _ TBC EL+4739.35 EL614743.60 LT 60' RO _ R�25' STA. 24+02.35 I-I 2.64' LT. 12' DRIVING -3+04.1 - _ (TYP.) STA. 21+50.66 55.87' LT. STA. 25+72.32 I I '1 TAPER 4' VA 31.00' LT. EL. 4744.10 56.29' LT. EL. 4737.58 - N Gy7JR _EL. 4740.42 STA. 23+32.49 EL. 4748.78 5' BIKE + _` -�- 31.00' LT. STA. 13.00' LT. STA. 17+79.73 ---_ T'g �_�_--- R=2.0' ------_-__ EL. 4742.64 EL. 4743.44 n EL.00' RT.5 VALLEY GU LAUR _` PHASE CONSTRUCTION LIMITS I 1n� n STA. 18+59.94 -bi T1ER - +- + STA. 24+29.20 Cx=1 Cxi) STA. 17+5 16 J 13.00' RT. 1 0 31.00' LT. STA. 25+47.33 + rc t11 31.00' T. + EL. 4737.99 EL P RKW,�y ro J EL. 4744.07 31.00' LT. EL. 4747.60 EL. 4736. 5 + - STA. 25+48.68 STA. 18+87.81 m _ Y r + __ - 13.00' LT. a m 31.00' RT. _ STA. 23+42.99 8.r VALIEy-GUTTERS EL.4747:50 I a N EL. 4737.67 VACLEV ~---�---- _ 3.1T LT. U'1' STA. 24+12.28 474 70 CURVE DATA 1 STA. 19+92.09 GU DER - - __ w EL• 4743.61 a + 13.00 44 VERTICAL CURB (TYP.) 0 R=400.00' ( 31.00' RT. _ CURB & 8 P4 N EL. 4744.27 L-128.65STA. 19+06.82 EL. 4738.67 �y GUTTER (TYP) �O" a ro R=6.5'd I Lcy =18'25'41" 31.00' RT.- Q STA. 23+42.99 `,0 + r - 1_RAISED MEDIAN N EL. 4737.82 .t STA. 20+31.75 3.17' RT. 0 tQ0 STA.20+81.83 EL. 4743.61 g 0 \ Z 9.00' LT. Q [.. + _-_ STA. 25+05.35 n 9.00' LT. ` \ Ci7 A/� f-•7 EL. 4739.76 O W - STA. 25+48.68 W EL. 4740.31 W __ EL. 4746.84T STA. 20+91.74 O ^ x _ 0.00' OFFSET a U: 11 31.00' RT.-' cn VALLEY-GUTTER EL. 4747.88 - W 31.00' RT. STA. 23+52.89 EL. 4740.75 EL 1.00 RT.. 44 CURVE DATA STA. 24+49.20 III STA. 23+42.99 R-300.00' 31.00' RT. 31.00' RT. L-69.29' EL. 4744.56 EL. 4742.77 A-13'14'02 STA. 25+49.26 I STA. 23+73.34 A STA. 24+32.56 31.00' RT. -55 43?RT?4 25 11 RT. r�Ti a 13.00' RT. EL. 4747.60 _ EL. 4748.11 -1 - - EL 474 . A EL. 4744.71 �- PLAN VIEW 13.00' RT. 0 EL. 4744.27 4780,i. I CENTERLINE INTERSECTION 4780.0 ETl DURSTON ROAD STA. 13+77.66 - LAUREL PARKWAY STA. 25+90.64 CENTERLINE INTERSECTION PVI STA 4775.0 PVI ELEV 24+07.70 CENTERLINE ELEV-4748.54 4775.0 SHADOWGIEN DRIVE STA. 11+68.64- LAUREL PARKWAY STA. 24+07.70 A.D. = 1.18 4770.0 4770.0 CENTERLINE ELEV=4744.00 K = 42.38 O CENTERLINE INTERSECTION CENTERLINE INTERSECTION I 50' VC = O GAIL DRIVE STA. 3+04.15 = GLENWOOD DRIVE STA. 13+88.90 = 4765.0 ''^^ ;-65.0 LAUREL PARKWAY STA. 19+36.29 LAUREL PARKWAY STA. 21+21.20 I In + Vl rn CENTERLINE ELEV-4738.50 \ CENTERLINE ELEV-4740.50 I o Z II < n I ri t n < n ~II 4760.0 o 4760.0 ai m + + JO w O OD } 4755.0 4755.0 S 5 F N j ~ n > m w w a s 4750.0 4750.0 ZQ Yw Q J N w3 y 5 i- 4745.0 zJ a?0: w 5; O 2.40R ----___`Ji 4745.0 J-w--J- ----- $ 4 d' J d' - w Z a a ROflLE GRADE LINE 1.22R ------ ---- 4740.0 4740.0 z� �z ------ 1.087. --- ---- ----- - ---_ . 4735.0 4735.0 ---- ---- --- -- --- _ - EXISTING GROUND 4730.0 4730.0 _ --- n n v� w n ro o N N N a E bM1 O1� 1lc-,4 �I� M t000 � 1�N Na0 C017 DOM 100 M701 01 M O N N a7 Oi 0,01 O Oi fV fV fV M)fV M N 1�1n OD eWi'r9i n'9i nn nn r�n n°rQi nr�i nn wn gg :rg ar +a �� a"� nn nn nn nn nn nn nr nn nn nn nn nn n� nn nn nn nn nn n ♦ a aw rY a♦ a♦ ♦ a _ _a�_ rr wv a ♦ r a w as a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 8 8 8 n N N 8 + N n n 40 OD In N N N N N N N N N N N Drawling Date: 214106 _s PROFILE VIEW - LARUEL PARKWAY ROAD PLAN AB3 m SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAII #03134 -- 60.row �I +OZ � I � Sheet 4 of 40 W a O m„ 82 LF x 24" CP CULVERT, a W 9 EL. 4740.11 f(C�7 �pW1 EL 4740.13 r`�/ W E INV. OUT 4732.78 I z 2.4' COVER 7 Cn EL. 4741.58 O W W D y S A. 4+50 STA. 5+25.58 ° STA. 0+10.00 STACURB1+�3.55 16.50' ftT. do LT. 16.50' LT. W�(.W,.� STA. 5+88.58 STA. 8+15.58 L� 16.50' LT. 16.50' L(f: EL. 4739.43 EL. 4739.81 16.50' LT. 16.50' LT. EL 4737.87 EL. 473 30 EL. 4740.13 5' SIDEWALK EL. 4741.27 Y) w U _ � =7.5' BOULEVARD 0 G �A� T� tom- C $ 7 PARKING DRIVING ro G`LENWOOD DRI DRIVE w +J CURB & W u w GUTTER CURB & ai 60' ROW AM 9' DRIVING e 8ARKING g 8 8 8 0 0 , 7.5' BOULEVARD INSTALL BARRICADE STA. 1+93.05 5' SIDyyyEWALK /�I � ��� COB STD. DWG. N0. 09810-2 W EL. 37. ` \ ��� / ®�`,` Jq' CURB INLET ✓~ EL. 4737.70 \ \VVVV\11V Yl/ STA. 0+10.00 STA. 1+23.55 '� IAN_RAMP (TYPICAL) 16.50' RT. 16.50' RT. W COB STD. DWG. N0. 02529-8 EL. 4737.87 EL. 4737.3' STA. 1+30.05 ,� Lra 16.50' RT. -EL. 4737.76 1 EL 4737.35 x , a EL. 4737.73- W 2 I V W r 60'ROW PLAN VIEW _ 4775.0 z 4775.0 LOW POINT ELEV- 4737.38 4770.0 4770.0 LOW POINT STA = 1+23.55 Iol PVI STA = 1+26.53 PM ELEV = 4737.31 00 rn o 4785.0 fTl 4785.0 A.D. = 1.21 + 0 Fi•( K = 41.48 p 76`�+ 0 coo�� 4750.0 r� o 4760.0 50' VC o+zz � vN<g wd�� 1° M M M oo+vi 4755.0 M �� 4 '_ -__-- N N M a W N H d N O K W O w I/1 o+ + n �Nw�II o wo w �i 4750.0 4750.0 0+ n a n4 z w _ i.`J'-oi - ---- _._. .23.$z m m O 7 �oW VI JU'OJ - M cN.� c� UWa W SwZa' ��3� 4745.0 - --z z ._... - �j 4745.0 rn ---- - ~ o j --n-- -_ z o`3 w o (� g �aoo - - �wc�ci �O.SOx �FiT.j� n a a Sa k,0 i FINISHED AIDE - - - - - Q507G - - - _ _ - - 4740.0 k' -82 LF : 24' RCP CULVERT 0.50% _ 4740.0 + fl 0.53% \ - - 4735.0 4730.0 `EX STING GROUND _-- 4730.0 M 4725.0 4725.0 OOia taVOOiN NO in n0 h a n a♦ ♦M OD n pp M pp YM 0D N NN J Mn�i M M H M MM r7 M1�1 h MM1 e0'1 rr�1 �M�1 nn o r nn rn nr rn nr rn nn nn nn nn nn nn �n�n Dann nn gnn nn ngn �g a Y a+ a s a s a r a s a v a s _ a♦ __ a s a r a s a s a s a s a s a r e a a g 9 g n s m 8 8 8 8} S� 8} 8 + + 1-4 S ± ± N N r+i M ? 1 v+1 U (+O b n n a+0 a+0 PROFILE VIEW Drawing Date: 214106 PROFILE VIEW - GLENWOOD ROAD PLAN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB4 1 3134 Z 60' OW T 90' RO Sheet 5 of 40 cn i� STA. 8+78.58 0.l EL. 4739.7 a>'� 5 16.50' LT. EL. 4739.96 EL. 47 6 Z EL. 4741.58 STA. 10+45.58 STA. 10+95.58 STA. 13+21.61 STA. 13+41.13 W 16.50' LT. 16.50' LT. 00+7 16.50' LT. 16.50' LT. R=2 1T = - W EL. 4740.49 EL. 4740.25 ) R-25' STA. 14+56.15 c El. 4741.01 EL. 4740.63 STA. 11+58.58 (TYP. R-15 16.50' LT. '� (Typ.) 16.5'V RT. -5' SIDEWALK (nP•) EL. 4740.83 __ EL 4740.1 m L - PHASE I a) 7.5' BOULEVARD 00+1Z CONSTRUCTION c ' 7 PARKING UMITS 0 c 01 a } CURB do 9' DRIVING: o GUTTER (TYP) w iN s FUTURE W EXTENSION OF s' DRIVING 8 GLENWOOD DRIVE e 8 0 o I,ENWOOn DR. 7' PARKING STA 14+57.56 s > > INSTALL BARRICADE UtEVARD COB STD. DWG. _ � N0. 09810-2 5' SIDEWALK STA. 11+58.58 STA. 13+21.61 STA. 14+49.38 STA. 10+95.58 16.50' RT. C 16.50'RT. i Q -16.50' RT. 14 16.50' RT. g EL. 4740.75 n=, A EL. 4740.49 i� 1 EL. 4740.5 �7f, EL. 4740.75 p U��11 PAS M PEDESTRIAN RAMP TYPICAL GLENWOOD DRIVE I W 1; STA. 14+36.66 pa STD. DWG. N0. 02 29- N Q f Q tti EL 4740.4 EL. 4740.86 ,[�^y A W Rt-1 & STREET SIGNS �j`y EL 4740.42 a- r STA. 1' RT. 11� 1-4 W 22' RT. EL. 4740.75 a UJ M PLAN VIEW 00 II� Nrn O ON'2' 4750.0 _ _ " .-- v<ri N n 4780.0 O HIGH POINT ELEV 4741.73 r > HIGH POINT ELEV 4741.02 1 4775.0 HIGH POINT STA = 9+12.63 rn 3 4775.0 z w HIGH POINT STA = 12+16.54 z Y F w PVI STA = 9+15 -�'O Y O w- w PA STA = 12+15 w w PVI ELEV 4741.83 z E z z< z rTl 4770.0 J O$� PM ELEV = 4741.15 �a$� 4770.0 w A.D. _ -1.07 X>- X A.D. _ -1.17 �wo0: K 69.87 k'wz� K = 77.23 Hwzw 4765.0 w O w W w a w 4765.0 75' VC U�F�U 90' VC UJOU FQ�i 4 O+l ro '1_ I r 47-8 0.0 0O O ^ ZO maN '0+ +4755.0 1Y n + + P + + 4755.G+ A.Y a O VI F > w 0 0 1 1 1 to > N N 1 1 1 II 1 II 1 1 1 0_ 4750.0 �n '€ > > .. .. F-- - > n 4750.0 gg r >an rn : r < 4745.0 0. a w FlNISHED GRADE 4 N 5 5 5 m ma Sa w w -_-a-b_---_ I S 5 5L.00 w w N S w w 4745.0 FTwj ^ 0. ---- -- a a - -0.57X - -- -3.6 X 3.00X 3.00 3,56_ -0. R �._4740.0 - - .0 .00X - ,g5y,_ 2 4740.0 rl"► 4735.0 EXISTING GROUND 4735.0 v N 4730.0 4730.0 w w n n 0 O pO N r) n N rnO O�a0 IC r "R �o O nN Oi a Oi N Ol 0 m 00 O ai a, O 0 Oi ag an n an an Yn Yn �g Yg gg nn Y3 MIY $ nn nn nn nn nn nr nr nn nn nn nn nn nn n Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ---- -- --------- ---------- - 8 8 8 8 8 8 8 8 8 8 e 8 8 8 8 9 8}} 8 8 8 8 8 8 8+ m O1 rn O O + + t+V N M < ? Drawing Date: 214106 PROFILE VIEW - GLENWOOD ROAD PLAN SCALE: (1"=30'-0" HORIZONTAL) (1"=10-O" VERTICAL) A B 5 #03134 Sheet 6 of 40 ~ m�mc EL. 4730.25 EL. 4730.69 EL. 4732.25 Q L'.7 EL. 4732.47 23.50' RT <. O v EL. 4733.75 - C N m°LL CURB INLET x STA. 5+88.65 F c =o STA. 0 ^^ w STA. 6+53.89 STA. 7+25.58 0 U) n ��0+41.87 W a W r23.50' LT. 23.50' LT. h EL. 4733.16 m 23.50' LT EL. 4730.50 W STA. 5+05.65 R=25' EL.54733.49 EL. 4733.63 C n EL.-+T29T� (/] ryj R-25' STA. 2+28.65 I g STA. 0+10. 4729'35STA. 1+45.65 (TYp,) 23.50' LT- (TYP.) EL. 4732.12 -' W , 23.50' LT. 23.50' LT. 60'TROW 23.50' LT. EL. 4732.75 rp Q Ct) EL. 4729. EL. 4730.25 + EL 4731.21 5' SIDEWALK STA. 7+89.30 C �14 - - 23.50' LT. 01 � � 7L .5' BOULEVARD ------ EL_ 4733.30 + 60' kOW VALL Y R 44 + EL. 473 .26 o 7' PARKING STA. 5+85 CURVEkT 5' BIKE CURB & 12" UTILITY CULVERT 12" UTILITY CULVERT R=470.00' EL. 732.90 GUTTER (TYP) INSTALLED 80 LF INSTALLED 84 LF _ „' DRIVING w ANNIE STREET L=71.69' _ 1 - - - -0 00+ 74=R0W-I - -- + -- - - 1 - - - t 8 11'DRIVING O g o 0 0 INSTAL BARRICADE - BIKE 0 0 0 o u i + --COB_S -RWG.110._09B1D 1_---7' PARK NG 00 fl t m U a �'-F- 7.5' BOULEVARD VALLEY GUTTER � g STA. 0+10.0 5' SIDEWALK STA. 5+88.65 QI 23.50' RT. CURB INLET \\ 23.50' RT. STA. +53.89 ---- VA GU,'TER a EL. 4729.46 A. 2+50 STA. 5+05.65 EL. 4733.16 23.50 RT. STA. 7+25.58 STA. 0+41.87 NOT SHOWN CORRECTLY HERE BECAUSE THIS WG. XREFS MASTE ' EL. 4 33.49 50' R. <. . 473 .75RT. PEDESTRIAN RAMP (TYPICAL) 23.50' 3. 00 3.50' RT. \ EL. 4731.46 EL. 4732.75 COB STD. DWG. NO. 02529-8 EL. 4733.63 ll L.�729:2r \ 4729.35 \ STA. 8+04.21 I EL. 4 32.80 O \ NOTE: 23.50' .21 f-�I\ REFER TO SHEET AND FOR NG. EL. 4733.19 EL. 4733.19 EL. 4733.23 \ STREET SIGNING AND STRIPING. EL. 47 3.30 Q+ \ ro, EL. 4733.20 \ I PLAN VIEW 4780.0 z 4780.0 O 4775.0 4775.0 r� ✓� 4770.0 4770.0 4765.0 LOW POINT ELEV- 4729.62 4765.0 _ ^ LOW POINT STA = 0+41.87 4760.0 PI STA = 0+57.20 II 4760 II .0 PME = 29.49 00ve a0 /1 A.D.D. = 1.6.65 p +^ o hey a/�,5.0 K - 45.50 p 1�? �+rNn +Mn 4755.0 O 7 V)m a5' VC wo w o 4750.0 o + - 4750.0v O N! rliZawwww 4745.0 t w 4745.0 1 6 Z+ a N> o: 7NZ 0 4740.0 mw N a 4740.0 =xzz � ia0 0. E c <(n 5 FINISHE GRAD 9 4735.0 a h+^N ----- 4735.0 - -------- h+l ---- ------- 16X 1.161L --- -------- 0... 4 1 473 -OSOX _ 4725.0 - ---- ---- --------- E%ISTIN 3 GROUND 4725.0 4720.0 4720.0 ------------ ------- �opp c> N r7 T n N r1 00 w m n I1 17 f m n N Obi N o f �fl n N 0p O 0!W �O O�f Q n O� 0�10 N n a - n n Of< N r1 N N N N N N egi N h N h N n n M M n M h M MN1!M 1)Mn1 �n'I In7 M Inf M h n h M M N a f f M Y Y <Y a s <f o f << Y Y f a a r Y f a e e M v< a r a s a s 0 --.......... __ g g g g $---------- g g - o 0 0 o 8 o 8 8 g g g g g o o �i g g v0i g o �i o �i g g g m + + + + + + $ + + + + + + + + + co N N d f1 IA f0 n n 00 w DrauAng Date: 2/4/06 PROFILE VIEW - ANNIE ROAD PLAN SCALE: (1"=30'-&- HORIZONTAL) (1"-10'-0" VERTICAL) AB6 #03134 Sheet 7 of 40 U , C W NOTE: I I c c REFER TO DETAILS ON THIS SHEET FOR SPOT ELEVATIONS AND SHEETS R28 FOR "�+ STA 13+09.12 a STA 13+20.12 a Q GEOMETRY FOR SPUTTER ISLANDS. 1 STA 14+53.62 CUR INLET 4.22 LT 5.81 LT UJ m LL E. 4732. REFER TO SHEET R33 FOR ANNIE STREET STA 1 +28.3 EL. 4732.72 C~ SIGNING AND STRIPING. r '� 52.13' LT 3.5 LT EL. 13 2.72 H w W � EL. 4732.84 EL. 732.16 STA 137.21 LT STA 13+22.99 m 0� STA 13+52.65 STA 14+99.62 EL. 4732.62 8.81 LT CD m 39.52' LT 'M� 1 24.16' LT EL. 4732.65 c EL. 4732.71 N EL. 4732.35 - STA 13+35.06 c $ W W M --STA 12+96.8T h o u TA. 8+73.32 CURVE DATA ✓V 6.35 LT 9.32 LT 68 c (� W 3.50' LT. R=5DO.00' STA 13+09.62 �! STA 15+09. EL. 4732.58 01 L 4732.90 23.83' LT C 23.50' LT STA 173+40.20 c n STA. 11+01.04 v L=121.59' STA 1 EL. 4732.08 '�y EL. 4732.30 9 1. W 23.50' LT- =13'56'01' -+ I000" , - 37 LT EL. 4732.84 EL. 4731. STA 13+02.01 4-74 a li ------------ EL. 4732.72 STA 13+43.01 i I 5 DEW, + CURB INLET STA. 12+22.63 + 23.50' LT --- -STA 12+92.12 10.8\T � STA. 11+71.30 23.50' LT ^' EL. 4732.04 1.37 RT EL 4732.68 N INSTALL BARRICADE EL. 4732.72 7, 7,5•BOU --- + 23.50' LT. EL. 4731.64 COB STD. DWG. P LEVARD ---- EL 4731.39 STA 12+96.65 5.KEp -- -\- ROUNDABOUT /1 i N0. 09810-2 PHASE I 6.35 RT STA 13+41.76 - --_- - 1RT V DRIVING CURB & SEE SHEET R28 C0�ISTRBS�CMION E.99 32 FOR GEOMETRY SPLITTER - -LIMITS EL 4732.58 EL. 4732.64 71'DRIVING_ - -; GUTTER (TYP) y ii - ISLAND -STA 13+05.84 STA 13+25.89 ���LLL�G _ _ - +T DETAIL 2 7.21 RT 9.09 RT w o t EL. 4732.6. EL. 473`12 65 5 BIKE g } - I STA 13+09.12 STA 13+20.12 00 11 7 PARKING ~ •T N '+� 4.22 RT 5.82 RT jE s 1 R�+Li`T o - + g 12*INTILITY CULVERT LF SPLITTER ISLAND g EL. 4732.72 EL. 4732.72 DETAIL, I SPUTTER ISLAND a S B+88.18 7.5'BOULEVARD 2 .50' RT. E 0 5'SIDEWALK STA 15+09.62 DETAIL 1 EL. 733.30 33.30 0 23.84' RT STA. 10+87.50 x STA 13+D9.62 Q VVV - O T. + Q 23.50' RT 00}1.l EL. 4732.30 23.50' R .J CURB INLET STA 12+22.63 STA 14+99.62 EL. 4731.80 E.., EL 4732.08+ STA. 11+71.30 23.50' RT I 25.32' RT 23.50' RT. EL. 4731.64 EL. 4732.37 PEDESTRIAN RAMP (I EL. 4731.39 CURB INLET r•� x STA 13+19.62 STA 13+65.61 ST 14+96.40 COB STD. DWG. N0. 02529-8 :f] STA. 11+64.79 24.16' RT 52.13' RT 1 STA 14+66 STA 23.5 RT -40.07' RT 8. LT (� EL. RT. EL. 4732.14 EL. 4733.84 EL. 4733.49 EL. 4732.16 EL. 4732.83 r� EL 4731.42 EL. 4732.09 90' OW 60'IROW _ _ _-- - STA 14+77.48 S A 14+99.12 PLAN VIEW EL.11.99 4733.02 5 I\ \ 9, X STA 14+76.23 10.85 LT EL N . 4733.00 4780.0 ^ 4780.0 -STA 14+79.03 <N 5.19 RT S A 14+99.12 O +io EL. 4733.10 4775.0 :2ro 4775.0 47" +,6 STA 14+84.17 L- I 32 RT 4770.0 4 - --` p O1 O �N Q p 4770.0 EL. 732.86 w Og-M Z3rW STA 14+9625 4765.0 a W a w W 4765.0 8.81 RT z a z EL. 4732.90 �vwow NJ 4760.0 z r J w Of 4760.0 zm Z Z a z C) z U<Zw SPUTTER ISLAND 4755.0 4755.0 } V 1 4750.0 CR w o z cw "��. '�°• o M 4750.0 DETAIL 2 + ^ a + < a 4745.0 4745.0 Q W f W < Q W 4740.0 _ r W �^ r w r W 4740.0 W FlN SHED GRADE S a EX TING GROUND a s a s a s Sa 5a N 4735.0 a _ _ 4735.0 -0.50X 3.00X -3Z-% _p SpX 0.50% 4730.0 -- -------- ---- ------ 4730.0 4725.0 4725.0 4720.0 4720.0 �ce W p� t0 •D �O O ul O n N O if1 O N O f 1W 00 N n N M O 1�N m O O♦ •7 a0 ul•O N 1A aD t0 10 1l c�W HOH Yi. 17 in NO MM M YNIH Mn n1N•I nM n M ^M MM MM mM M0) 1� nn nn ^^ nn nn ^^ ^^ ^ ^ ^ ^ rn ^ ^ram ^n n _ a wY eY w� + ♦ +♦ v� as e< av a a w� va a♦ a� � 0 0 8 8 g g g 8 0 0 o g o 0 o v�i pp N O 0 O N 8 + 8 O p N + r0 O O + �+ ch f Drawing Date: 214106 PROFILE VIEW - ANNIE ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1'=10'-O- VERTICAL) AB7 #03134 Sheet 8 of 40 C*' [ m m? I � EL 725.78 a 0) N v 4725.74 ' EL. a725 35 (r � m 6 STA. 1+48.31 EL.-4723.os EL. EL. 4727.26- 16.50' LT. 4725.59 4727.8a 4727.67 STA. 7+92.99 EL.4725.64-47 .89 16.50' LT. ` END CURB & GUTTER CURB INLET STA. 5+08.31 S A. 7+23.85 EL.i}26-.f3fr N m m STA. 0+10.00 STA. 1+39.81 STA. 2+11.31 16.50' LT STA. 5+71.31 16.50' LT 4725.65 16.50' LT. 16.50' LT. R=15' 16.50' LT. SIDEWALK (TYP) EL. •Tr" 16.50' LT EL. 4726.67 STA. 7+80.18yE EL. 4726.37 EL. 4725.60 (Typ) EL-� 4725.89 a7282a EL. 4727.86 . 472.50'.18T. f.,. c =, a727.86 EL. 4726.18 _ o 5' SIDEWALK 7.5' BOULEVARD -- I z� s� 60' Row CURB GLENELLEN DRIVE - 9' DRIVING J u GUTTER (TYP) + N rn .I STA. 7+85 _ -- _4725.79 _ z _ - - - 1 - - - � --I + t - � - � - -I NPf-C♦Jl T i ---- 9' DRIVING - g- -- - $ $ $ B $ $ INSTALLED 70 LF --- -_}1 $ _ J O 7.5' BOULEVARD > > VALLEY GUTTER r _-- - 5' SIDEWALK N > STA. 2+11.31 r+a CURVE DATA---- /+----_ "- -I------- �j u R=300.00' 6 STA. O+OS 16.50' RT. a725.93 STA. 5+08.31 STp. 7+23.85 a L=56.33' wa a INSTALL BARRICADE CURB INLET STA. 5+71.31 ao 16.50' RT. 116.50 RT. 6=10'45'31` co C.0.8. STD. DWG STA. 1+39.81 I EL.„��� 76.50' RT. �y I � � 9 - -472?.76 _ 16.50' RT. SIRIAN-RAIAP (TYPICAL) v� yII _ NO 09810-2 EL. 4725.60 COB STD. DWG. N0.02529-B EL.4727:45- /a EL. 47 EIS. 4726.67 1 a END CURB & GUTTER 4728-24 W STA. 7+80.18 0+10.00 STA. 1+48.31 EL 4727.74 _ 16.50' RT. a p 16.50' RT. 16.50' RT. EL 4728�26 i� W a728.t2 EL. 4726.18 4725.9 -IlEL 4726.37 EL.4725E4- I � L>a STA. 8+04.96 EL.�,25�95 I. EL. 4725.95- ',]." 16.50' RT. Q 14 4725.91i 4725.91 EL 4726.02 O� x 6� EL. 4726:13 W a O V] PLAN VIEW 0 4770.0 4770.0 ^� 4765.0 oN 4765.0 a� �i•� Q A4760.0 HIGH POINT ELEV = 4728.34 �+ 4780.0 HIHG POINT STA = 4+87.31 d N m o w 4755.0 w PM STA = 4+74.81 W In N , W N n 4755.0 z N m,o F PA ELEV = 4728.50 > o o 4750.0 $ F ± c� z o F,� r m d n r 4750.0 z r "oo am 85' VC a z J wQ Ny V1 4745.0 n M F„� K rn a J M Td n no v� Z-vl J W Z N v1 N O > I�I��I^ o w + N m ZN >_ Zu) < >_ ZN tV + n M N wwwwI... + n M N NNra OJm 4745.D O h + <h O- 3w + ^ m 1� .6 zwz w a < NC,WJ a,wNM 4740.D " �a '� •wr =w'� N <p + ^ O + W�JW ^ �Y t2 N Z; w�a 4740.0 ^�; w + II II > > A N I�m W wKw H W < W a�Z Wes^ < W U U ~ J 6i W f J O> >FU' ZF ti ap a m,a �- 4735.0 J J ----- >y-z�y�- -z o J In w < <d..6.o �z�W 4735.0 5 5' $ N W U, CJ9 U N U m m 5 5 W W 5 5 N - -_-_-_.-__--- W J N a s FINIZ 6& E a Za a s a s a c+a _.--- O 4730.0 4730.0 m -------- 1.1 R ----- - -0. -1.10R --- _7.32X 04 4725.0 -0.6 X -1.19 1.1 R 4725.0 -� -_ 4720.0 4720.0 EXIST) G GROUND 4715.0 4715.0 Oa p$MY a pOOY __ h•1a a Nf i(]f Q fpf < fpN < r ^O O < W W ff o o cI N NN 8 p p 8$ p p p p p 8 8 p p p p O o p p p p O p + + + + + + + + + + + + + + 0 Drawing Date: 214106 PROFILE VIEW - GLENELLEN ROAD PLAN SCALE: (1"=30'-0' HORIZONTAL) (1"=10'-0" VERTICAL) AB8 #03134 Sheet 9 of 40 m m ILI m m 0.1 REFER TO DETAILS ON THIS SHEET FOR STA 12+4 LT [ 000, SPOT ELEVATIONS AND SHEETS R29 FOR 1.54 LT G� STA 14+10.16 EL'�+54.61a7 .78 � STA. 8+57.11 GEOMETRY FOR SPUTTER ISLANDS. STA 12+54.61 3.48 LT STA 12+71.77 m W 'Ic 16.50' LT. REFER TO SHEET R35 FOR GLENELLEN 41.62i'L� g W f" 44 EL. 4725.51 DRIVE SIGNING AND STRIPING. 4728.80 STA 14+48.46 EL. "�3-47 85 4.53 LT 44 m �n kW.w STA 13+08.81 18.20' LT STA 12+42.67 STA 12+86.50728 0 .� _ EL.T.=r34 C a EL. 2.73 LT m STA 12+68.29 45.17' LT a727.87 EL�. :- W x" CURB INLET 4.67 LT 0 _r VJ STA. 10+65.75 19.97' LT EL.i72- +t a B. � En _STA. 9+23.2 16.50' LT. EL.4726-:83 4728,83 STA 14+58.45 EL. "- ."+90.5 28. 2 a 16.50' LT EL. 4725.83 47 .19 16.69' LT -----STA 1 0 74 LT -0T991LT 90 W EL 4725.12 STA. 11+49.28 STA 12+5' LT 00+9 EL.„ 6.36- EL. EL. 472,7.62 -- 16.50' LT. 17.70' LT 4727J� 472 98 - EL. 4726.25 EL.4726:78- __ --- - u _ 4728.14 STA 12+43.82 -I A CRR 00.00'A \ 11 16.50' LT �I - p STA 12+91.07 0 o L=83.53' EL. STA 14+60 p 5.63 RT --�728:D>�" VERTICAL STA 12+40.79 EL. "�*'�2 472 0=15'5T09" t INSTALL BARRICADE STA 2t89.79 G '7.t u - m CURB (TYP) - C.O.B. STD DWG. 0.1 RT LEE I _ n� - - -+- NO. 09810-2 EL�7223-a728 9 6.67 RT +V a° STA 12+42.70 `L..-4727.44 47118 LLEN DRIV$ - 9 DRIt7NG _ -- + - - ---+-T $SPLITTER ISLAND 2.40 RT 9'ORtl1N- ^� - $ DETAIL 2 EL.-472;=:4&-472 .54 3.88 STA 1RT 73.12 G o _ _ SPUTTER ISLAND __ _ - STA 12+54.65 RT q7 g a STA. 8+B 09 9 -- _ _ - + $ DETAIL 1 EL. 16.50' RT. CURB INLET o EL.4727.24 477228. 0 EL 4725.40 - --- STA 12+68.79 �y STA. 9+23.27 --- 0.81 RT 16.50' R7. __ --- - EL. 0.."-�1T� EL 4725.12 CURB do GUTTER (TYP) -- ---- STA 14+8.14 4727.80 STA 12+53.01 6 EL. 4725.92 -- -- -- - -- OOt 17.72' RT 16.50' RT EL y'RT SPUTTER ISLAND SIDEWALK (TYP) STA 144+58.2947 8.13 STA 1 a27.69 DETAIL 1 STA. 11+49.28 i - 16.71 RT 20.04 6. 16.50' RT. EL.4726:78- ��q�� RT STA. 10+65.75 EL. 4726.25 a72 .14 STA 14+07.78 EL�728iC�72782 - Q 16.50'RT. STA 12+68.29 STA 13+06.04 �, -45.17' RT EL.T'" 18.24' RT 41.94' RT �" EL. 4728.09- PHASE I � -"r4727.19 EL.4726.83 EL.i7-28.34 �v 4729.45 CONSTRUCTION LIMITS 4728 19 a729 70 r� W2-6 & W13-1 STA. C) 10+95.00 Q 20.00 RT. T STA 14+44.94 i 3.81 LT ---.- - - EL. 47 8. 7 PLAN VIEW STA 14+26.79 _�----- 6.67 LT EL. 4727..40 STA 14+47.79 a77��gg�755 0.81 LT STA 14+25.52 EL.-47 5.63 LT a7 8.at EL. 4 727.62- 4765.0 4765.0 - +�8 r4 O _--___-- + STA 14+47.79 $ 1.54 RT STA 14+26.06 EL.472a=02- 4760.0 LOW POINT ELEV - 4725.26 4760.0 0.99 RT 4728+38 rT, LOW POINT STA = 9+23.27 PVI STA = 12+90.79 EL.4727.66-47 92 = w PVI STA = 9+09.43 PVI ELEV = 492}:0+ ,om STA 14+30.09 4755.0 PVI ELEV = 4725.10 A.D. = 1.50 4728.37 00 4755.0 4.67 RT A.D. = 1.38 K - 50.00 a+ EL. 47227.30 4750.0 K = 72.3a o°D 1 4750RT .0 SRT TA 14+44.82 4745.0 - -- 100' VC .F 75' VC - m N N r m a ^ 4745.0 t6 EL 44728+36 F- a a+i ant zn + N 20 rn n oxn + ^ Vl N `� M - Qpw 4740.o SPUTTER ISLAND 4740.0 a. ai n + II W �> ^< �;; W � �a�� I DETAIL 2 4735.0 1ii �_ --- c.. .. W o N "' w�i" _ �. .�_ 4735.0 m m 5 p 5 ,,>j w m W a 0-wo S a _4730.0 a Za FI SHED GRADE a 4730.0 TM'► r�1.. _ --2.00 _ v W 4725.0 -- - --- --- - - •ZOS 0.50X _ .. - - _ 4725.0 4720.0 EXISTING GROUND 4720.0 4715.0 _ 4715.0 y 4710.0 4710.0 a ♦ a �YQ�1{�1`1 f I . r h V n n n n n n n n n n n n 'lit n +n Y♦ Y S S S S O S 8 8 O 8 S 8 8 $ 8 9 o S 8 8 9 9 e Drawling Date: 214106 u e PROFILE VIEW - GLENELLEN ROAD PLAN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) iAB9 r #03134 i Sheet 10 of 40 W N m m °' LO%lEY DRIVE ,yl 0� m " Ta QwQ W `� L EL. 4731.42 Lr, PEDESTRIAN RAMP (TY EL. 4740.85 ID - R7-1 de CxA COB STD. DWG. N0. 02529-8 LOXLEY DRIVE D STA. 0+50.94 STREET SIGNS EL. 4737.81 H I 16.50' LT. STA. 0+42.00 �' W EL. 4740.63 STA. 7+82.84 STREET SIGNS 01 EL.+7-309- 21.00 LT. cc EL.54740.86 STA. 7+84.00 �n 4732.11 STA. 7+19.84 20.25' LT. m $ EL. 4738.10 R�25' STA. 3+62.74 _ 16.50' LT. R-25 STA. RT. & LT. STA. 5+39.84 I STA. 6+02.84 EL. .50' L. .Ol EL. 4735.09 16.50' LT. R-15' 16.50' LT. � EL. 4737.20 (TYP.) EL. 4738.10 W 5' SIDEWALK �7.5' BOULEVARD VALLEYIGUTTER VALLEY GUTTER �- 7 PARKING CURB h ra 19' DRIVING 60' ROW > GUTTER (TYP) u m g g s' DRIVING g 0 LOXLEY DRIVF 8 0 0 8 7' PARKING 17.5' BOULEVARD >t VALLEY GUTTER 15' SIDEWALK STA. 7+82.84 w m IJ.y ay STA. 0+42.69 STA. 5+71.34 STA. 7+19.84 16.50' RT. x FWD W 16.50' RT. 16.50' RT. 16.50' RT.J r+l W ¢ �TYp) EL. 4732.05 EL 4737.58 EL 4739.96 I EL. 4740.86 C17 a p. E,y � EL. 4731.80 � (� ' p EL. 4741.63 O -EL. 4740.75 M W x > O � FFF�iiilll 0-4 Q W x PLAN VIEW co O Na z On F= cFdl+.n� W O N T Env) pu+gM kd^� Z�o�w 4770.0 lv`S z o o z 4770.0 --� �> z oz �o}D in 4765.0 Z ��w� zwxz 4765.0 Z EZ za ooxz w wJOw U U U /� 4760.0 s J n 4760.0 1� 4755.0 v o�v n n n a 4755.0 N ui + n 4750.0 °J + n < > 4750.0 + [n < > (Aw II II 4745.0 O > y w S S 4745.0 4740.0 � 5 a 0. .123%F W -____-- 4740.0 N 4735.0 a -- _--- 4735.0 4730.0 - -- _ --- 4730.0 EXISTING GROUND 4725.0 4725.0 4720_0 4720.0 O O>N C f M ri of �i n O'f0 Iz Y : C MC v NN wM a; p n�0 aM h M H H H H M M M M M H M M H H H H H H M M nn nn nn nn nn nn nn nn nn nn nn r nn nn n,n n,n nn nn a s a� a s a♦ w♦ w w a� a� ♦� a� a,a a s aa a s a,< a< _ �� �w 8 g pg pg p 88 g 8 p8 g o 0 0 0 0 o g gp S O n O 99 9 O N O N O O S (1 +o + + m a0 DraU/1119 Date: 2/4/06 PROFILE VIEW - LOXLEY ROAD PLAN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) ABIO #03134 - Sheet 11 of 40 c °m o I com T EL. 4744.07 W N LL STA. 9+99.84 ` N 7EE 8 16.50' LT. ,�g EL. 4743.52 cgs CURB & R�15' CUTTER (TYP) (� 0)8 Lu 5' SIDEWALK 7.5' BOULEVARD 7 PARKING 9' DRIVING . LOXLEV DRIVE o 9' DRIVING g 60' ROW g 7' PARKING 7.5' BOULEVARD LLEY TIER 5' SIDEWALK cn CID Q77; m M �).-j LOXLEY DRIVE STA. 9+99.84 9, 9, 16.50' RT. a by LZ EL. 4743.52 I F U w .-. EL. 4743.98 O STREET SIGNS a O STA. 9+98.00 W 20.25' RT. x z �n PLAN VIEW 1Oe +M � ^ O nrn +rj C)i N o W F OyVIIW -Z>_W �1 Z J Z zij 5 0: >w A Z 4xz W ow U inSU 4765.0 _- 4785.0 o p Q 4760.0 I o ^ 4760.0 I r a F-� II 4755.0 I > 4755.0 n W 4750.0 I 4750.0 l FINISHED GRADE a 4745.0 I \\ 4745.0 4740.0 4740.0 4735.0 EXISTING GROUND 4735.0 4730.0 4730.0 �o W f n s n n n n n n n n a O� ♦a ♦♦ as < a ___ 8 O O O M G0 a 0O M O Drawing Date: 2/4/06 PROFILE VIEW - LOXLEY ROAD PLAN SCALE: (I 30'-0" HORIZONTAL) (1 10'-0" VERTICAL) 0 ABII 3134 i a !' LONGBOW LANE � x A r" Sheet 12 of 40 R7-1 & EL. 4725.51 W �(� EL. 47-2b:b7 STREET SIGNS Z m 8 4726.1 STA. 6+03.00 x rn STA. 5+39.41 a ,(� 20.00' LT. m ,C r 16.50' LT M -- EL. 4725.81 f VJ E S ,'ID ,Y ft) ` STA. 6+03.53 STA. 6+50 7 10 STA. 5+33.40 hJ W W /�/ 16.50' LT. 16.50' LT. STA. 7+95 tZ b0 IA S 16.50' LT 1 16.50' LT. a EL. "+�23��z EL.i736:81- n1 w EL 4725.84 4726.28 726-87 EL. 4728.67 m -_ 5 SIDEWALK _. c STA. 5+25 7.5' BOULEVARD � € , INSTALL BARRICADE 7 PARKING c I g 5 C.O.B. STD. DWG. - URB & GUTTER (TYP.) 80' ROW m 9' DRIVING + m N0. 09810-2 c� �_ _ I _ -I w W LONGBOW LANE 0 8 19 DRIVING 7' PARKING J J 7.5' BOULEVARD I I j 5' SIDEWALK STA. 5+27.44 J r STA. 5+91.56 STA. 7+95 16.50' LT. 16.50' RT. 16.50' RT. EL. 4726.18 I' EL• 472613 726 313 EL. 4728.67 EL. 4726.O5J EL.472597zi z PHASE 26.02 ITI I- _ - 0 �j I�p„Ijli CONSTRUCTIUCTI47 ON QM= LIMITS z�� PLAN VIEW II o� �a 7z+tr)m o°. F Q�N O K >wywH Z W W J W 4755.0 K it;z 4755.0 J 0 �750.0 Z W p w 4750.0 J N n _ 4745.0 +m �J n a °D 4745.0 ^ O N II 4740.0 4740.0 I II I I FINISHED GRADE N 4735.0 wk 4735.0 W 4730.0 ad EXISTING GROUND-4730.0 1 1.24R 1.32% V W N 4725.0 4725.0_ O 4720.0 4720.0 g g g g g d g g 9 9 8 8 8 9 Dra"ng Date: 214106 PROFILE VIEW - LONGBOW ROAD PLAN _ SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB12 3134 Sheet 13 of 40 d mom° V LONGBOW LANE E- w _I Cr1 w EL. 4732.80 STREET SIGNS 'D n cn z EL. 4732.90 � -"-! STA. 11+0 .00 m 21.00' LT. as N $n CiT STA. 10+17.89 w EL. 4732.26 >> m STA. 11+16.03 8 F 1 �c 16.50 c' LT. � �a N'^' EL. 4733.30 W 5 SIDEWALK 7.5- BOULEVARD - 7 PARKING c ro w CURB & GUTTER 60' ROW 9' DRIVING N rn v -4 I - - I - - I - I 9' DRIVING o f o _ -+ 8 8 8 8 LONGBOW LANE 8 8 p 7. 7* PARKING 5 BOULEVARD 5 SIDEWALK STA. 10+05.13 I STA. 13+65 STA. 16+92.97 16.50' RT. [� 16.50' RT. do LT. 16.50' RT. <. 3 EL. 4732.12 (.T�1 STA. 11+03.27 EL. 4736.03 EL. 4739.59 O aEL.54733.20 EL. 4733.30 EL. 4733.23 0 Oo� RI-1 Fir STA. 10+14.50 21.00' RT. PLAN VIEW a'n r1 M�1 n.0 F=+ F+fin 000 r 4770.0 (Ad r 4770.0 Aw 4765.0 WW J!Q5 w 4765.0 W W 4760.0 F�1 4760.0 H w o w n N zzzz O. 0 O W 2 p W 0 0 n M 4755.0 U a J U ; o + n + a 4755.0 a_ b nn �475 on � > 4750.0 > N W 4745.0 5 0_ a a> 5 ED GRADE 4740.0w SH 4740.0 W - W.----- -- - 5 a a 0. a s 1.24% O 4735.0 n 4735.0 4730.0 1.61% - E STING GROUND 4730.0 4725.0 _- 4725.0 N N h f 0! MI M) M N n Vn MI �D W n n �n Nn Mn/n n n Sn 0n� On Nn nn ron n n n n �nn n n Vn1 M n0n� nnCn7 nnnnn NMI nMnp MNNAoo MnCI�MO n n �Y Y� ♦� �� ♦� ♦� a� as �r +•r ♦rr a< as a♦ as a� r•� arr 8 8 $ 8 8 8 8 8 8 8 8 0 8 8 8 8 8 8 9+ $ $ $ 9 o 9 9 g 9 o vpi g W) 8 9 o e0 rn m o ± ± , c+v n n a fi u n --- --- - -- Drawing Date: 214106 3 PROFILE VIEW - LONGBOW ROAD PLAN SCALE: (1"=30'-O"HORIZONTAL) (1"=10'-O" VERTICAL) AB13 #03134 a Sheet 14 of 40 mm 7 pq J w EL 4741.58 < D m n STA. 18+23.97 rL - �' 16.50' LT. W EL. 4741.58 SIDEWALK - --- W o€ # 7.5' BOULEVARD - 7 PARKING 60'ROW m�9' DRIVING 8 LONGBOW LANE o 19 DRIVING a 7.5' BOULEVARD 5 SIDEWALK r3QI STREET SIGNS O/1 STA. 18+22.00 LONGBOW LANE !^j Y+-1 20.25' RT. c C STA. 1 it 16.50'.50' R RT.. EL. 4741.58 O O EL. 4741.27 �i PLAN VIEW II a0 n o� n aN� 0+ F �a U��Q n Na O W J �D ZW u Z O J o Z r� of J �OO� 1rT1,1 ?-pW 4765.0 4765.0 4760.0 n e _4760.0 + < ^ 4755.0 _ =° a 4755.0 O II I 4750.0_ � W 4750.0 � ^ N 4745.0 FINISHED GRADE a a 4745.0 4740.0 1.52% - 3'0 4740.0 v W 4735.0 4735.0 EXISTING GROUND h+l 4730.0 4730.0 4725.0 4725.0 gym`w n�p NCD NO MM mM nrO1i gn �$ ag ag g o g g m 8 n 8 9 u~i 3 r n + m a+0 Drauring Date: 214106 PROFILE VIEW - LONGBOW ROAD PLAN S SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-0" VERTICAL) YAB14 n 3 03134 Sheet 15 of 40 z m D 3 74' OW N EL U a _ a 27,76 w F r EL. 4733.16 d d APPROX. STA. 11+30 �p z �O FORESTGLEN DRIVE F ESTCLEN DRIVE 12' UTILITY CULVERT w INSTALLED 70 LF R7-1 z c = R1-, & z STREET SIGNS to S EET SIGNS EL. 4733.16 STA. 13+22.50 �� [� P SE I S A. 8+28.50 21 00' LT `" CONSTRU TION 0.25' LT. APPROX. STA. 8+50 APPROX. STA. 10+75 STA. 12+34.12 R-25' (ra(� 0 LIMIT S A. 8+26.90 12" UTILITY CULVERT 16.50'LT. (TYP. STA. 13+31.12 W W EL. 27 7.76 1 50' LT. NSTALLEDY67ULFERT ) 16.50' LT. .�.�." E$v INSTALLED 70 LF EL. 4732.47 STA. 7+ 3.90 E 4727.74 EL. 4733.19 U. W a 16.5 ' LT• 5 SIDEWALK EL.47 4 7.59 7.5' BOULEVARD STA. +60.00 7 PARKING APP X. STA. 12+35 NSTALL BARRICADE 12' UTILITY C LVERT + C.O.B. S DWG. � � - _ u 60' ROW 9' DRIVING o CURB & GUTTER (TYP.) ro /-INSTALLED 80 LF u D o a No. s' DRIVING g 8 FORESTGLEN DRIVE -+ e o STA. 7A 63.90 7.5' BOULEVARD 16. RT. EL. 4727.00 TA. 8+ 6.90 STA. 10+40 STA. 12+34.12 STA. 15+01.62 [w~ STA. 13+31.12 EL. 45 a 16.50' R.r. -16.50' RT. <. 16.50' RT. 16.50' R7. 16.50' RT. & LT. EL. EL. 4732.25 a QI EL. 4729.74 F-I EL. 4734.10 a 28. h� ^ a72 .26 STA. 11+85 W EL. 4733.25 Q i (� Pl z F. EL.. 473 4731.78.78 � aI '2' EL. 4732.75 � EL 474728.08 EL. 4732.75 E.y W x W QQG�1 W R ,x W W STA. 12+2+42.50 W ,W 21.00' RT. V PLAN VIEW a a z _ e OD N coO M+ NN Z+n 0- IQ�n0 O<^N rI V 4770.0 �v�'*�* y �'+ 4770.0 rTl P-3 � A 4765.0 z w O O w W w Z w 4765.0 -.- ZZ�2 2fKwZ 4760.0 w w v) N 4780.0 UClU UQ�U 4755.0 4755.0 ,^ Q 4750.0 a M r1 0 4750.0 o m a a 8 a 4745.0 in W~ o � + N II N N II II 4745.0 n I m a ~ < F N x F w W EXISTING GROUND w ���CCC 4740.0 WW n n n 4740.0 r I� < H w N 4735.0 y~j w - _ - 4735.0 Q 5 5 n 0. - .0 - - a a a 1.41E - - 4 - 4730.0 4725.0 PLANNED GRADE 0.94R - FlNISHE GRADE 4725.0 4721.0 .. 4721.0 o m a a N n n Inn N ao w w ♦♦ a�♦ < � a � vw as a� as a� �♦ �� ♦♦ w� a♦ "ta a♦ a� as nn n n n n n n n n n nn nn nn nn nn n n n"�n nn nn nn nn 3 8 8 8 8 8 8 8 8 8 e e e 8 8 8 8 e 8 8 8 8 8 8 8 8 8 98 � o 9 8} 8 8 8 8 r m m a O+i Drau ng Date: 214106 L PROFILE VIEW - FORESTGLEN ROAD PLAN Y SCALE: (1"=30'-0' HORIZONTAL)(1"=10'-0" VERTICAL) AB15 c r #03134 Sheet 16 of 40 60' ROW O ,, c ICD U) �iw x m �mv W STA. 19+01.62 STA. 20+68.15 x 16.50' RT. <. R=15' v w U] 16.50' LT. EL 4737.24 EL. 4740.13 (�') r m f o 5 SIDEWALK _ --- - W $ 7.5' BOULEVARD EL. 4740.13 7 PARKING CURB & GUTTER (TYP.) T ra o, + 1 9' DRIVING ;0 60' ROW o o - �..-R� ^' ROW- o--- } g - 1 - }9' DRIVING g - - o -~ y FORESTGLEN DRIVE RKNG w EL. 4739.81 BOULEVARD - - 5 SIDEWALK FORESTGLEN,VE / C) STREET SIGNS STA. 20+' RT1 Q O STA. 20+66.50 -' 20.25' RT. EL.L. 47 4740.11.11 a O�� I � PLAN VIEW m m0 o00 N n o Z+ z w�Na 04. 4775.0 y II 4775.0 O z wr o w 4770.0 w o Z w 4770.0 Z O w Z 000 H 4785.0 z Z z 4765.0 UJ?,U 4760.0 4760.0 N N 4755.0 e .0 'o a 4755.0 rn 4750.0 n n 4750.0 � V1 FSuy -- > a w 4745.0 � ~ w u! "' 4745.0 EXISTING GROUND a a 0. a 4740.0 - - - - _ _ _ _ 4740.0 1 4735.0 - - - - - - - - - - -- _ - - 4735.0 V rTl NISHED GRADE 4730.0 4730.0 4725.0 4725.0 4721.0 4721.0 w g� m ORn n n ro n voi m m o N n o o m n o m m Oi Ol rn m O� nn n� nn nn nn n�n' n`�n' nn� nn �n ngn a s a♦ a_ a_ a s a� a s a s <a a s _ a a _ a g g o g 8 8 8 0 0 0 rmo o 9 8 $ 8 n o 0 m m + a+o + + + o + N N N Drawing Date:214106 PROFILE VIEW - FORESTGLEN ROAD PLAN F SCALE: (1'=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB16 3134 Sheet 17 o1 40 R7-1 & 01 N m STREET SIGNS c STA. 0+40.00 r = v 21.00' LT. Gi S. ITI EL. 4730.25 SAXON WAY � � EL. 47i725 S4- � m LL STA. 5+08.1 EL. a725.93 20.89' LT. pm D EL.irc`�v- lu 4725.74 STA. 1+04.21 STA. 3+77.94 STA. 4+55.71 STA. 5+18.71 16.50' RT. & LT. 16.50' RT. & LT. 16.50' LT. .L --� EL.4."Y-s9c 16.50' LT. C-4 STA. 0+48.50 EL. 4729.50 EL. 4726.35 EL.�,r y 4725.91 4725.59 a` 1 16.50' LT. EL. 4730.75 END CURB _ STA. 5+32.5 W 5 SIDEWALK EL16.50 LT. BOULEVARD . 4725.48 �.zl ---- - ii F CURB & GUTTER (TYP.) 7 PARKING PHASE I ro 60' ROW 9' DRIVING CONSTRUCTION LIMITS u + C3 I i -+ w 0 9' DRIVING } w 8 0 coo, SAXON WAY 8 STA. 5+38.0 a4G INSTALL BARRICADE > 7.5' BOULEVARD C.O.B. STD. DWG I N2 E CURB - � 5 SIDEWALK - W END CURB Ey STA. 0+48.50 > STA. 5+32.5 W 1 TA. RT. a a7 EL. 5. QI EL. 4730.69 APPROX. STA. 0+95 STA. 4+55.71 ^ EL. 4725.48 W a �i F-i 12" UTILITY CULVERT (((jjj//�f����)j = 16.50' RT. r� RB IN p"I�I [� EL. 4731.21 INSTALLED 70 LF = SAXON W Y EL 4725.91 H W S6. 5#252ELIMINATED IIIQQQI���� d WC'' o h+l 4725. c� FF-1J x Rom& EL 4725.93cn STA. 5+18.71 O� (� STREET SIGNS rr�� 16.50' RT. n/ STA. 4+54.00 Z 'n EL 4725.59 20.25' RT. a EL. 725.E 4725.89 I PLAN VIEW NII 6 ou F+o n ^ J W�+- Z+NC�D 4764.5 v~i F� w,+° 4764.5 a r`, WW>W k' r� 4760.0 w 4760.0 J Z gxw KNZK w }W �I 4755.0 z z ox z ?Z�;? 4755.0 W ZQ W IIz�zw zI.� 4750.0 N N v 4750.0 N v + O O N a 4745.0 II < o a 4745.0 II II II N WN 'N 4740.0 - ~ < w n < + 4740.0 S g w y II I all II 4735.0 a s a a W _ w > 4735.0 -- nNISHED GRADEr S 5 z� v W 4730.0 -3.Ox - _-- -2.14X L a a. W 0 4730.0 N -1.15X �. - M ` 4725.0 - - - - - - - - - - - - - - - - - SQTz .-3:97E" 4725.0 0.5x 4720.0 LEXISTING GROUND 4720.0 4715.0Ln 4715.0 w W gN N N N N N .0N m N N N N N O N N N N N _ aw oaa� a � �a c a -- S o 8 8 8 8 8 0 8 8 8 8 N 0 0 8 0 + o g 8 g IQi g + + Drawing Date: 2/4/06 PROFILE VIEW - SAXON ROAD PLAN SCALE: (1"=30'-0' HORIZONTAL) (1"=10'-O" VERTICAL) AB17 #03134 Sheet 18 of 40 cs ON c c a ,.,/ oz 7 6 A Q W D S; Q W EL. 4737.70 WESTGATE AVENUE EL. 4740.20 W EL. 4740.38 �n rn STREET SIGNS STA. 4+79.O. x W W STA. 0+33.00 W 4474 55 W c O EL. 4742.55 � � W , 20.25' LT. STA. 3+11.50 A aW STA. 2+0' LT. A C!] 16.50' LT. STA. 4+54.11 -15' STA. 0+31.50 EL. 4739.76 QI�y EL 4740.45 16.50' LT. z� �•/ TYP.� 16.50' LT. pLj EL. 4742.05 EL 4737.76 r R 25' 5 SID WALK VALLEY GUTTER 7.5' BOULEVARD � 7 P KING + I 6 0� R O W WESTGATE+AVENUE I + �s' DRIVING A $ J $ $ $ 9' DRIVING a 15 LF 24' SV& cn > N a 7.5' BOULEVARD QI 4 R1-1 STA. 4+56RT STA. 0+31.50 STA. 1+15 STA. 2+80 STREET SIGNS 16.50'.65 RT. R-25' 16.50' RT. 16.50' RT. & LT. 16.50' RT. STA. 0+33.00 EL 4742.07 EL. 4737.73 EL. 4738.18 EL 4740.13 20.25' LT. -EL. 4737.35 � N O g WESTGATE AVENUE STA. 4+81.65 9�9 > 40.73' RT. EL 4743.05 PLAN VIEW II I N 00 0 � +� n0 0 � a } N Z m } ^o� FAN$ Un Pn F ¢n c�a n F>y1 W F� J Z O J O Z >W = >W , u W O¢W W Z¢W W K JowJ JwJ Z =]¢OD Wd' ¢KW WK ¢WK ww WW F Z F F F 0 H W F H N F Z W Z Z¢VIZ 4765.00 0 x 0 0 W.0 L) $L)4765.0 4760.0 0 m n 4760.0 N N f n a 4755.0 + n + N g u 4755.0 (� II ~ II } 11 II W I �,, con 4750.0 n ¢ > N J 4750.0 ¢ > W 4745.0 H W S Z N � w 0. a s FTwi ^ W a 5 ---------------- 4745.0 a a a a FINISHED GRADE 2.91x 4740.0 ----_---_- $1SU� 4740.0 3.00x 0. 4x N 4735.0 _ _ 4735.0 l 4730.0 EXISTING GROU D v 4730.0 I- 4725.0 4725.0 y NP„I O�fN0 ���(pOp pbp� NO m i(1 a O m N N.pp- OM1 0n Y Y M 1) M 17 M 17 17 h h M n M V M a0 6 n n n n r n n n r n r r r r r n n n n n n n n 3 +v a� as <♦ as a a a a �e w� - o $ 0 8 8 g co 0 $ 0 8 0}i 8+ 0 O O ± N N n + Drauing Date: 214106 u PROFILE VIEW - WESTGATE ROAD PLAN - SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-O" VERTICAL) AB18 a r i d 3134 Sheet 19 of 40 - - c W mime z1 °° I N CC W EL. 4739.76 < r '? W SHADOWGLEN DPoVE [�+ W STREET SIGNS N STA. 0+33.00 " 20.25' LT. W a W STA. 0+31.50 R-15' 16.50' LT. 3 (T1'P•) EL. 4740.20 5' SIDEWALK 7.5' BOULEVARD "HADOW LEN DRIVE -� - - - - - ``CURB & GUTTER (TYP.) 7 PARKING - - - - PPJ20X. STA. Q}3 + + a 60' ROW 9' DRIVING �I OD + +A• rj -- I + t I - -f + o _ _ > 12 UTILITY CU VERo g g o g 9' DRIVING o 0 INSTALLED 70 L 0 17.5' BOULEVARD f 5" SIDEWALK STA. 0+31.50 STA. 0+81.50 -16.50" RT. -16'50' RT. do LT. l i EL. 4740.38 EL. 4140.63 \ 72 82 LF x 24" RCP CULVERT EL. 4740.45 INV. IN 4736.11 INV. OUT. 4735.46 O COVER: 3.2' p••I/ Y so' Row x M PLAN VIEW 0 1 + z4785.0 ... _ . . 4785.0 co - --- - o F+ a 4780.0 d u 4780.0 x vv)>N 4775.0 i a Z w 4775.0 [� 4770.0 �< 4770.0 - wN=w w 4765.0 n� 4785.0 _ 4760.0 4760.0„ Y I n n o II 4755.0 0 ^ 4755.0 II N wN 4750.0 ---� > 5 4750.0 u, W �1 4745.0 a 5 FINISHED GRADE 4745.0 4740.0 3 OOX 82 LF x 24' CP CULVERT ---- O.- --------- 4740.0 O - -------- ------- ----------- ------ 4735.0 4735.0 4730.0 EXISTING GROUND tf' 4730.0 �I 4725.0 _ 4725.0 `w m n m n m �n OD M uo n oo n OD n m O T N m N m r r o U1 N Y V7 n r n O r N N -m 000 dai dod o' N�' �i obi NO Y� Y� �� �Y aY ar ww *w :a a n a n a n a a n a n f Y Y .n n nn rn nn nn nn nn nn nn nn nn nr nn nn nn nr a a a a .r a Y Y YpY YpY YpY YpY _YpY __-._-_ YpY YpY YpY YpY Y Y YpY YpY YpY Y Y -- o 0 0 ---- 8 O O O O O O O O $ S O O g g o o o 9 o 9 9 9 9 9 8 99} 8 9i 8 9 9 9 + + + ± N N + + + O U+f IA m N n n f0oo Drawing Date: 2141,06 PROFILE VIEW - SHADOWGLEN ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB1 #03134 Sheet 20 of 40 1 0 m� 9zc j E'- 00 16 I � � D u z IH m - a 1 x A F OOfFl 0c U E W ° �a # xW STA. 8+50 t W 16.50' LT. 4=i ' EL. 4144.47 Q U% EL. 4743.52 EL. 4743.14 W W EL. 4743.52--\ I STA. 9+97.03 STA. 9+34.03 TA. 11+15.59 R-25' 16.50' LT. cn 16.50' LT. R�1S' EL. 4744.07 16.50' LT. EL. 4743.98 (TYP.) EL 4743.80 - oo+ot 5' SIDEWALK 1 7.5' BOULEVARD �1 7. PARKING h+-I m 60'ROW c 9'9. DRIVING 00±bZ SHADOWGLENO ` 1F DRIVE 8 �T DRIVING 8 ,'. AAAQ 7.5' BOULEVARD '� O 5' SIDEWALK �� 1 STA. 9+49 STA. 10+56 STA. 11+12.60 16.50' RT. 16.50' RT. & LT. 16.50' RT. EL. 4743.83 EL. 4744.37 EL. 4744.08 R-25' lell STA. 8+50 PO W 16.50' RT. SHADOWCLEN DRIVE a W EL. 4744.47 �v EL. 4744.56 ix R1-1 & K W SrREET SIGNS A. 0+33.00 Q 00 SZ 20.25' LT. Y� PLAN VIEW 4780.0 4780.0 O 4775.0 ,' I o 4775.0 n a6 � �m 4770.0 ^c� Z+ g 4770.0 W +aa --.. I _ ONd _ 4765.0 +0 M. o N o - --- _ N a6a �;o 4765.0 O N _.- p Z K w Z -_ --..._ I za�i4760.0 ..---------- + z o I II II = tlJ 4760.0 mn w w ,4755.0 s>3 s M 3 4755.0 x z _ w l _`.-W.___ w a:<z ' W Zxarz w.1 r W Z,:, 4750.0 5 .. 5 J U _.-- m w¢. v 4750.0 a- 0. - a -a------ T/� -- FINISHED GRADE n. 4745.0 _0.58A _- 4745.0 - ---- 4740.0 --------`--- --- - -- r _- 4740.0 V IW1 \-EXISTING GROUND I `� 4735.0 4735.0 M O 4730.0 4730.0 4725.0 I 4725.0 4720.0 I 4720.0 �p p W u�i�O YIA mM �h MO ♦1D Om Onn a s ~1 Y f f e M Y ran nn nn nn nn nn nn nn a s _ r r a♦ �� Y� a� a♦ �� 8 8 8 8 8 8 m 8 9 8 9 8 w a o 0 Drawing Date: 2/4/06 PROFILE VIEW - SHADOWGLEN ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB20 3134 VVTO4 t}I Sheet 21 of 40 W C'E mNmE W v W+It GAIL COURT�n ° o STREET SIGNS W r STA. 0+33.00 EL. 4737.82 O n " 0 rn EL. 4737.20 � 20.50' LT. �4 STA. 0+31.50 STA, 0+111.5 R-25' ' . R-15' 16.50' LT. 16.50' LT. STA. 2+56.38 (TYP) C ' § (Typ. EL. 4737.81 EL. 4738.40 16.50' LT. r W EL. 4738.32 5' SIDEWALK Il o 7.5' BOULEVARD 1 ' � 7 PARKING ` rI 8 GAIL DRIVE ` 9' DRIVING 60' ROW 9' DRIVING > ULEVARD > ✓� 17.5' BO 00 19 5' SIDEWALK TTTI 16.50' RT. STA. 2+36.86 Q-I EL. 4738.10 EL164738.50 + Q -I W (� EL. 4738.10 ZF� O GAIT CWRT " EL. 4738.69 T � STREET SIGNS STA. 2+45.50 21.00' RT. y1 II PLAN VIEW 4775.0 HIGH POINT ELEV= 4738.85 4775.0 O HIGH POINT STA 1+66.38 4770.0 PVI STA = 1+65 II 4770.0 rl n PVI ELEV = 4738.96 N 4765.0 a A.D. _ -1.16 4785.0 n K = 64.89 + Z��9 A 4760.0 F+ ,.> 75' VC O c+ 4760.0 U� + o � � �Fo� bS d n u ° ao c6 w Y 4755.0 N n n uO n v0i n ' n Q a W 4755.0 W +o a N °D 0 n N v zY nw h+y 4750.0 Z o II ± N a n Z a o= 4750.0 4745.0 U 30.00X a S W FINISHED GRADE m m w w- RwJ w 4745.0 SSo0 S a s a a 4740.0 4740 U U 4740.0 L�fj-0.60% 3.00 1rr/ll, 1�l 4735.0 4735.0 V 4730.0 EXISTING GROUND 4730 ----. 4730.0 4725.0 __ 4725.0 4720.0 LEV�app cp 4720.0 V/0 N f� pNp pYp a0 QNapp n of p�app aD r7 rn 0rn Mn1M °din ✓�rf MMI .6 rf�+n1 MAIM nin'1 nf` nn f`n f`n nn nn nn v^Y Y Y Y Y Y Y Y Y Y Y Y Y Y a 8 8 8 8 8 8 - 8} 9}} 8 9 o 9 o0 O O ± ± N N nn Drawing Date: 214106 PROFILE VIEW - GAIL ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB21 #03134 � She¢t 22 of 40 co Q1 f"'1 COB STD. DWG. N0. 02529-8 a)n m r END CURB I W W r N STA. 2+48.83 E,y > �. N �, 25' LT. EL. 4743.05 EXISTING GRAVEL ROAD E W W STA. 2+48.83 W CURB IN T BOTTOM OF EXISTING BANK In m:.`c 25' LT. STA. 3+ 5.07, 25' LT BIKE LANE 4' SOLID WHITE INE (TYP) 1\ 7r m 3 I h ELEV = 4742.55 60, OW `�' ELEV= 742.16 �` 5' WIDE SIDEWALK (TYP) 4" SOLID WHITE LINE (TYP) @ m 1" 4" DOUBLE SOLID YELLOW c n --- - - LINE W/ 4" SPACING (TYP 5' --- - - - - - ---- - -- - -- ----- W$� 12' DRIVING DURSTON ROAD ro / I I - 90' ROW 12'DRIVING - # 0 _8 - rn 8 O v 4 STA. 2+48.83 -- - --- - - $ -� N RELOCATE OVERHEAD PO R -- - -- o _-- _- g LINES (TYP). COORDINATE 25' LT. CULVERT- 59.50 LF OF 24" RCP STA. 4+33.43, 14.50' RT DURSTON ROAD CENTERLINE _ o ELEV- 4742.55 N c� + POWER COMPANY PRIOR TO N N a CONSTRUCTION. - - _ - - - - - -- -- -- - _ _ _ _ _INVERT IN = 4738.57 TON ROADWAY ALIGNMENT APPROX. STA. 2+55 STA. 4+343,45'-CT - - - - - - - -- -- - - �SEE-�FiEET-t3T FOFZ--TYPICAL SECTIONS) - _ -- - - ---- - - - - <oll Y CURT INSTALLED 70 LF - - _ - INVERT OUT= 4737.80 Y� - - - - F•-I fn(n a PLAN VIEW 4795.0 4795.0 4790.0ui g 4790.0 o�+� z 4785.0 F N a 4785.0 U< n 4780.0 rn> O 4780.0 i<g0 w LOW POINT ELEV = 4742.53 4775.0 Z w a:Z LOW POINT STA = 3+25.09 J Q Z J PVI STA = 3+25.02 4775.0 fT1 w PVI ELEV= 4742.41 8 w 4770.0 Z A.D. = 1.21 4770.0 o 0 K = 65.87 4785.0 I '-VC 4765.0 4760.0 N N 4760.0 r/� O 4755.0 + n + n 4755.0 N W / 4750.0 � > 4750.0 4745.0 FINISHED GRADE 4745.0- _ - _______ ---------------- ---- - 4740.0 -------- 4735.0 EXISTING GROUND ^ _ 4735.0 CULVERT 4730.0_ 4730.0 0 o 01 m m n n m m 10 n n n n .0m co01 p1 W 17 O N n 1 p a N r I m 10 m n h f Y n♦ O r 7 n N m m O,O N m I A h n Y 4 a� a e� as n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n a.� a♦ aY a♦ vY a� a.r Yw as _ <� a� �� a♦ as a� aw aY a� aY g g g g g g g g g g g S g g g g g g v0i 8 9 8 $ voi $ n 8 9 o 9 $ 9+ N n+ + + + + + + +N + 10 m m m I Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD PLAN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-O" VERTICAL) IA B 2 2 #03134 Sheet 28 of 40 z l U EL. 4747.60 00 EL. 4747.60 U PEDESTRI END CURB COB STD. DWG. NO. 02529-8 x STA. 14+31.49 ► co Q 25' LT. TRANSITION TO 28' R ADWAY. TRANSITION C EL, 4748,711 FROM STA. 14+50 T 15+00 (SEE SHEET . C4 cq (0 d STA. 13+20.03 W R31 FOR ROADWAYS CTIONS). ADJUST y g a 4" DOUBLE SOLID YELLOW 4" SOLID WHITE LINE (TYP) 04 .a F F 25' LT. rn ROADWAY STRIPING A SHOWN ON THIS F o W W LINE W/ 4" SPACING (TYP) 5' WIDE SIDEWALK (TYP) EL. 4748.11 W SHEET AND SHEET R EXISTING GRAVEL ROAD W W a BOTTOM OF EXISTING BANK W W BIKE SYMBOLS WITH ARROWS W = u xx "" xx W�a 0 12' DRIVING 11' DRIVING o RIVING 11' DRIVING W DURSTON ROAD V O o - - O - O O - - - AP IL STA.CULVERT 3 4 90' ROW DURSTON ROAD CENTERLINE X. 12" Ul1LITY CULVERT -� M DURSTON ROADWAY ALIGNMEN INSATLLED 80 LF -- -- - - - - - - - (SEE SHEET R31 FOR TYPICAL SECTIONS - ^ -- -- - - - - - - - -- + I - ;- - - - - - - - - - - - O h� I I PLAN VIEW 4795.0 4795.0 �4790.0 rn 4790.0 o + m z N n�` HIGH POINT ELEV = 4750.82 O 4785.0 o a + �4718,5.0 HIGH POINT STA = 17+46.27PVI STA = 17+40.514780.0 > PVI ELEV= 4750.99 470.0 rl ~) A.D. _ -1.11 4775.0 i a i K = 108.48 4775.0 W w ¢ 120' VC QI 4770.0 Ua OU N � 4765.0 coo 0 4765.0 m � 4760.0 Q• w 4760.0 m m 4755.0_ 4755.0 FINISHED GRADE 4750.0 4750.0 0.617i -- _ --- - N 4745.0 --- ------- -------------- 4745.0 --- -------- ------- EXISTING GROUND 4740.0 4740.0 4735.0 735.0 4730.0 4 30.0 M O O p O N N N M M IR ' a N N W n♦ a00 NO �Np� �apG� �17 YN Ian O�Np �Mp1�0p� (O(p Oi O NO n O a000 iD <pOp po pfp ap00 N tV in N O N f0 f ♦ n f 1�1f) I�1A Y f f a0 1- a0.0 -.0 0+ Iz O 1� O< N♦ N n n r r r.n n n n n n n n n n n n n n n n r rr y r �r n n Ln n n n n n n n n Yp� gyp♦ Yp Y <Y fp♦ Op p Yp O O O O O O O O O O O O o o 8 S 0 8 9 8 � 8 8 8 o 9 8 n 8 9 N Drawing Date: 2/4/06 PROFILE VIEW - DURSTON ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB23 #03134 Sheet 24 of 40 F \ U �6 NOTE: a ��-m 1!) ���rrr111 FROM 22+25 TO 27+00 + WIDE SECTION AND a� ) CURB INSTALLED W W 4" DOUBLE SOLID YELLOW 4" SOLID WHITE LINE (TYP) LINE W/ 4" SPACING (TYP) l•+ V J EXISTING GRAVEL ROAD "E BIKE SYMBOLS WITH ARROWS J �p1 0 BOTTOM OF EXISTING BANK ili.�i o cn AU]CA n` ?4 W C - - - - - - - - - - - 41 - _ _ - _ _ i „' DRIVING DURSTON ROAD N N N N N °0 1O 11' DRIVING o j N A <n rn 0 0 - - - - - - - - - - - - - - - - - - - _ APPROX.STALLSTA. 0 - - DURSTON ROAD CENTERLINE 12" UTILITY CULVE CULVERT - 45 LF BB"X 54" RCPA CULVERT- 60 LF 24" RCP INSTALLED 70 LF STA. 22+93.95, 12.5' RT STA. 25+06.96, 12.64' RT _ DURSTON ROADWAY ALIGNMENT _ _ _ INVERT IN = 4740.76 _ INVERT IN = 4743-79 (SEE SHEET R31 FOR TYPI AL SECTIONS) STA. 23+04.77, 31' LT STA. 25+07.18, 47.36' LT z /� INVERT OUT = 4740.03 INVERT OUT = 4742.4 h+-I Q� PLAN VIEW 4795.0 _ 4,195.0 4790.0. 4790.0 _ O rt) EV 4750.82 r� 4785.0 4785.0 ~� A = 17+46,27 17+40.51 4780.0 = 4750.99 4780.0 W -1.11 84775.0108.484775.04770.0 4770.0 ,n mo N a m4765.0 $ d n a + a o 00 4765.0 V 1 O m 4760.0 Lli Y Y Y Y II II 4760.0 -I. .... ..5 .. W W 4755.0 as a a s0.4 4750.0 _ 4750.0 N _�539E ---- - -------- -------- -------- -------- ---------- ------------ 4745.0 - -------- -------- - --- -------- -------- --------- 4745.0 _ l 4740.0 4740.0 CULVERT 4735.0 4735.0 4730.0� --- 4730.0 oo o o! Nm alrn r' rnn ern mm oa oai o a a aY aY a`g as a< a: aw ---------- g g g g g o o N O h p N p N o o g pg pg Sg o Sg pg p g g N + + + t + + + + + + + + + + + + + n m m 01 01 N N N N a a v� ul m m N N N N N N N N N N N N N N Drawing Date: 2/4/06 PROFILE VIEW - DURSTON ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB24 #03134 Sheet 25 of 40 c `°mo a NOTE: \ a N VREMOVE AND REPLACE FENCES AS \ U m m REQUIRED TO CONSTRUCT NEW ROADWAY. CONTACT PROPERTY OWNERS AND COORDINATE PRIOR Q TO FENCE RELOCATION. 1 \ 0 cq <\ N N -BIKE SY BOILS WITH ARROWS / 4" DOUBLE SOLID YELLOW 4" SOLID WHITE LINE (TYP) (-�F LINE W/ 4" SPACING (TYP) EXISTING GRAVEL ROAD ` F E-� � N P 18" CMP CULVERT. LAY IN DITCH 18" CMP CULVERT. LAY IN DITCH RECONSTRUCT ROADSIDE DITCttEaMNS UC ADSIDE�TCH m W C ° FLOWLINE. REGRADE DRIVE AS FLOWLINE. REGRADE DRIVE AS BOTTOM OF EXISTING BANK Wrn EQUIREO T�REATESMQQIH_ _ _ _ _ _ _ _ _;_RE UIRE ID TQCREATE_$_MOQ_TkI_ _ _ ENSURE POSITIVE DRAINAGE (ETiS�JR POST ORAINA (TYI� W V]c n T R A N S I T I O N. — — — — — — — — TRANSITION. — — — — — — — — — — — — — — — — — JJV:];J] ROW %, Ilggyyll _ _ _ — _ _ _ _ _ — — — — — — — — — — — — — — — _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ V 11' DRIVING DURSTON ROAD �7 DN° 11' DRIVING 0 o g g 90' ROW 60' ROW DURSTON ROAD CENTERLINE DURSTON ROADWAY ALIGNMENT - - - - - - - - - - - RCPA (SEE SHEET R31 FOR TYPICAL SECTIONS) CULVERT . 34 94.39,3 ' 1' RT a STA. 34+94.39, 3 .71' RT 0 STA.INVERT OUT .52' LT INVERT OUT = 747.00 4"x8'x20' �j INSULATION PLAN VIEW 4795.0 --_ - 4795.0 4790.0 w o m N _ 4790.0 c F 3 N O4785.0 Z)0 < 4785.0 is I� w Z 4780.0 $O w 47800__. r n N 4775.0 N + 4775.0 d< N A 4770.0 N ar 4770.0 (F�ll 4765.0 w 4765.0 4760.0 4760.0 I Vl 4755.0 4755.0 -FINISHED GRADE 0_507L 4750.0 _ ---- -------- - ------ -- --- -- -------- -------- ------ -- --- 4750.0 ------------ 4745.0 EXISTING GROUND 1t 4745.0 W 4740.0 - CULVERT 4740.0 1__1 4735.0 4735.0 _ 4730.0 _ 4730.0 M aD M M � M,.._... _ M w w p0p0 OO o0!m Shp Y01 t0O 0�01 ONp O O SOY Oi npp �Op� W 0! t0O Oi� �N YN �DN O�Ip �EO NN NN 0,6 v0]N N1A N� hh Nh N� Nh O Nh n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n as a� ♦� a� a♦__ ae as a< as as a� �� �� a� av �w as a� �w g pg pggp ..o_... _.. ... __.. o.. 0 0 o g pg pg pg pg pg pg pg pg N 0 O O O 0 O v0i O 0 8 O O O O O O O O + + + + + + + + + + } + + + + + + + + �0 f0 n rn c0 w of 0� O O N N n 1� ♦ � N N N N N N N N N M M ✓1 ✓1 M r7 M of r•) M of Dravring Date: 214106 PROFILE VIEW - DURSTON ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB25 #03134 1 _ T Sheet 26 of 40 .�i EXISTING GRAVEL ROAD REMOVE AND REPLAC FENCES AS I C m E REQUIRED TO CONS UCT NEW m mIn fU" BOTT OF XI TIN BANK ROADWAY. CONTACT ROPERTY I m m OWNERS AND COOT ATE PRIOR Q I � m �, TO FENCE RELOCATI j RECONSTRUCT ROADSIDE DITCH TO 18" CMP CULVERT. LAY IN DITCH fs N 10 ENSURE POSITIVE DRAINAGE (TYP) FLOWLINE. REGRADE DRIVE AS I (p S LL 0 REQUIRED TO CREATE SMOOTH O D \ TRANSITION. I € 8 4" SOLID WHITE LINE (TYP) to rn 7. TRANSITION FROM STA. 39+00 TOI 39+50 C a m W W 4" DOUBLE SOLID YELLOW TO MATCH EXISTING PAVED ROAD WAY N �+x LINE W/ 4" SPACING (TYP) (EACH SIDE OF NEW ROADWAY). �AWCUT N S 2 cn� XISTING A.C. PRIOR TO PAVING. ROW W € — — — — — — — —— — — — — — — — — — — — — — DURSTON ROAD ' 19 J m 60'ROW DURSTON ROAD CENTERLINE DURSTON ROADWAY ALIGNMENT (SEE SHEET R31 FOR TYPICAL SECTIONS) O O � Q HaH 0 PLAN VIEW 4795.0 _ 4795.0 4790.0 4790.0 4785.0 4785.0 z 4760.0 4780.0 O 4775.0 4775.0 W 4770.0 _ 4770.0 4765.0 4765.0 4760.0 I 4760.0 h�l 4755.0 T FINISHED GRADE — 4755.0 I coo) 0 -- L 4750.0 _ 4750.0 EXISTING GROUND a745.0 — 4745.0 _ 4740.0 4740.0 N 4735.0 4735.0 _4730.0 4730.0 4 W co 11R rj Ml� M N In N v n O h Q Y f r uj IA il11A N in nn nn nn nn nn nn nn nn nn n a� aw av as ♦♦ a♦_ e� ww ♦♦ 8 8 8 8 8 8 e 8 8 -- 8 8 $ 8 9 8 9 8 $ 8 $ Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD PLAN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB26 3134 - Sheet 27 of 40 W z .. Cm-.E I >�m Im w O Z STA. 3+63.62 0) 8,12 tFt7 1' WS, 62 LF UJ d 4 H c E W FUTURE FORCE MAIN C mn v z 6- w 8' DI CROSS, MJ I�•H� 8" DI CROSS, MJ 1-4 STA. 1SS, 04 _ STA. 6+R58 W 8' DI GATE VALVE, MJ 8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ PROPOSED SANITARY + 8' DI GATE VALVE, MJ STA. 1+52.09 s LAUREL PARKWAY _ STA. 5+79.96 STA. 6+53.s3 SEWER STA. 0+92.07 - - + 4- 8 8 N 8 u 8 + LAUREL PARKWAY WAVR MAIN w m 8 �+ PARAInoN 8 8 8 8 TA 3 . + g g g 8"X 6" DI TEE, MJ 34' W/6- GATE VALVE, MJ 8 DI ENDC MJ W/MJR -� 8'X 6" DI TEE, MJ 1^ STA. 0+00 _ STA. 8+41.53 Q� I ' X 6' DI TEE, MJ "X 6" DI TEE, MJ 8"X 6' DI TEE, MJ STA. 7+66.94 STA. 8+41.53 a I STA. 2+72.07 STA. 4+87.36 W YDRANT ASSEMBLY 6" DI CLASS 51 5 LF OF 2' /HYDRANT ASSEMBLY 0.5' VERTICAL 6" DI CLASS 51 WATER OFFSET 23.21' (FIT) WS. 40 LF COPPER BLOWOFF OFFSET 23.10' (RT) EXTENTION NEEDED SERVICE (WS), 43 LF W/ REFER TO COB STD. WEND CAP a WATER SERVICE REFER TO COB STO. END CAP. END 6' INSIDE DWG NO. 02718-4 C1" COPPE DWG NO. 02718-4 \PROPERTY LINE (TYP). FL ELEV-4734.24 BLOWOFF a 1" COPPER BLOWOFF SERVICE WATER SERVICE Ga PLAN VIEW NOTE: SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. m �' rn a m aro w �,' rn 0 o m o 0Z_00 1WFrNNa ONa +oN] O �"OaNa vN QOvNa F<)MnvNai al'�Na�� WO a mNII Oz oOO WO O II ¢ �Kof ++F N + C,+Ei + + X�> • z z z ' z z z z z ' z • z N_ .0(69 a0 N_ 01 N_ m N_ 0]VI_ 0]N- Q1 VI- 00 VI 4760.0 4760.0 4755.0 I 4755.0 A 4750.0 4750.0 4745.0 I 4745.0 I w O 4740.0 I 4740.0 FFFS~~~ PROFILE GRADE ^ 4735.0 4735.0 4730.0 I _ 4730.0 W _ -6.5' MIN. COVER. MAINTAIN INVERT 4725.0 EXISTING GROUND ELEVATIONS AS SHOWN _ /y� N -- M 4725.0 l M 1905 OF 8' DI SS 5 WATER MAIN 4720.0 4720.0 - --- - 8 SAN. SEWER 18" MIN. VERTICAL 4715.0 SEPARATION 4715.0 .000 °Da brn N a r rn MN Q�pp OO s- hn OOiN c aw Yr�t v>r Oni MN r rn �M -_----_--__�a Na fOaV Ns Na Ns �N♦mNa TfaV ms a ms a s �o n 8 8 8 8 8 8 S 8 8 0 _8 8e IY 8 a< mY8 8 p 8 p 8 0 O O 0. 9 p 0 p p + + + + + + + + + + + + + O O ial i N N M 17 a a N O O n n co O Drawing Date: 214106 PROFILE VIEW - LAUREL PARKWAY WATER MAIN SCALE: (1'=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB27 #03134 8" Sheet 28 of 40 DI ENDCAP, MJ W/MJR _ _ _ - STA. 0+79.95, IE = 4729.00 r� BLOW-OFF HYDRANT U STA. 0+74.97 ►� - - _ _ - - - - I-, j Y+� 7 m v01i n 8" DI GATE VALVE, MJ W/MJR STA. 0+61.48, IE - 4729.06 pO B" DI TEE, MJ �G 8" DI DEFLECT PIPE, MJ L�LJRET P - __ -- I w� � In �$ N N a -STfk-f1+58=1 1. - -�� 8.5 LF OF 2" 1� ► o STA. 9�87 8"DI CATE-VALVE,--MJ _ '�1 WAY 8" DI 11.25'BEND, MJ COPPER BLOWOFF O W c N 8' DI GATE VALVE, MJ TA. 10+25.� _ �; _...� I STA. 13+91.56 SERVICE ,0, 1T] m ❑ H STA. 9+60.90 H LAUREL PARKWAY W + - ro 8" DI GATE VALVE, MJ y+.� F L o u STA. 13+80.5-$ W W 8 I R MAIN -8"-DI 6ROSSS,..MJ STA. 14+22.38 8' DI TEE, MJ m 8"DI TEE , MJ to g 8" DI GATE VALVE, MJ g (ASTA. 16+67.24 W - +� STA. 16+47.24 + STA. 13+61.11 g I 8' DI 11.25'BEND, MJ 1 g g v' STA. 13+_75.56 8"X 6" DI TEE, MJ o0 STA. 10+54.94 ___8' DI GATE VALVE, MJ W/HYDRANT ASSEMBLY I RO 8"STA. 1116+27.86 MJ OFFSET 11.92' (RT) -- DEFLECT PIPE REFER TO COB STD. 8'X 6' DI TEE, MJ -----___ STA. 16+42.24 STA. 9+24.09 DWG NO. 02718-4 ----------_-__ (5-PER JOINT MAX) FL ELEV-4729.60 WAMSTA. 14+49.78 rT� OFFSET 22. ASSEMBLY OFFSET O CO (RT) 1+� 7 REFER TO COB STD. H F, DWG NO. 02718-4 N QI t' 1' COPPER A SLOWOFF ERVICE55 CIO C7N Ox' w 0 W � U PLAN VIEW SEE ETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. z y��F > rn � o � ' O OO a. c0 NZ N Z a Zp ¢ ¢ �ON > N y>l XW> O a. Ot ONW>> UfOF�nl>il ¢O�II>>VJWnn/y>>VI V�l-O�Nd W;n-�M1[a>>.V1 WFNN�W>>d W�x nOFdi nW>>d aW�O NNaIMmv?n „In a 6v w V W ¢+ + + } ¢+IINII OmIIN11 ¢+ + N+naW>>O Li Or WONn�d+tMny>>dpl }+ O +A � !2 .pe O� OF0� O D V 'V V�I DUZmVZmVZ mVZ FVZ NZO V MnWId>>pII O^ uONZ 4760.0 - _-.... 4760.0 A r� 4755.0 _ _ ( 4755.0 ^ _FINISHED PAVED 4750.0 ROAD SURFACE 4750.0 I V1 4745.0 _ I - ----_. 4745.0 EXISTING GROUND r 4740.0 _ I --- ---- - ^ - -- - -_--- 5' MIN. COVER. MAINTAIN INVERT 1 _ 4740_ .0 4735.0 - ELEVATIONS AS SHOWN ---- -- _ -a - ___- _ __-- �-- _. - 4735.0 1905 LF OF 8" DI CLASS 51 WATER MAIN N 4730.0 ,_. 4730.0 r-4 l 4725.0 4725.0 4720.0 ----------------------- ----- L-- ----- 4720.0 O p A dn MMn nOd n nd n On Mna nnS c6 o 4 b 016 Ceb n N M N n n n n nOn O (V O lV O ad n a< w a a a s Y d ^f a f d v d a •f a ♦d a d ♦a Y a Y a a s ♦a M a $ 8 8 8 8 8 8 8 8 8 8 0 8 8 8 8 8 8 Si 8 9 8 9 8 8 8 9 8 8 8 98 + + + + + + ± N + + + + + + + + + m m a o n n ♦ m m m Drawing Date: 214106 PROFILE VIEW - LAUREL PARKWAY WATER MAIN SCALE: (1"=30'-0" HORIZONTAL)(1"=10'-0" VERTICAL) AB28 #011134 Sheet 29 of 40 c m I a r C��iie� Hmo I NLLP zw , °°� o m*ma 12"X 8" DI CROSS, MJ ,,� L>a c L 7;4 STA. 18+57.11 w W$ I u? 8" DI GATE VALVE, MJ I 1--, I' DI ENDCAP W/MJR STA. 17+G8.24 T 18+78.37 ��11 ro 8" DI GATE VALVE, MJ + STA. 18+23.56 �+ LAU AY WAR MAIN a LAUREL PARKWAY I O I FBI I x I as PLAN VIEW SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. o n n J O p O aaW <na ��a ana Q+ �� Q+II +II Z+ 0 a�Vlz eON9 �N= 00 VI? 4760.0 _ 4760.0 1�1 4755.0 _ 4755.0 a FINISHED PAVED 4750.0 ROAD SURFACE - - 4750.0 I VJ 4745.0 4745.0 6.5' MIN. COVER. MAINTAIN INVERT EXISTING GROUND 4740.0 ELEVATIONS AS SHOWN 4740.0 4" ICK X 8' WIDE INSULATION/, 4735.0 _ SEE DETAIL SHEET W26. 4735.0 `/ O 4730.0 __ 4730.0 r�/�► M..� 4725.0 _ 4725.0 4720.0 4720.0 W o 80 .N3 lV f Y Na O O O 8 n q 8 9 8 5 n n n + T m DrauAiW Date: 214106 3 PROFILE VIEW - LAUREL PARKWAY WATER MAIN SCALE: (1"=30'-0" HORIZONTAL)(1"=10'-0"VERTICAL) nAB29 ��)3134 �s Sheet 30 of 40 I zz^W gmmE M Calmm 12"X 6" DI TEE, MJ I �,' 5 2 2"x4' INSULATION W [� u USED TO INSULATE F W I F E?5 HYDRA.1 2.79 LINE A W/ HYDRANT ASSEMBLY w I 12"X 6" DI TEE, MJ p O j OFFSET 8.95' (LT) W STA. 5+40.80 W/ m m o' REFER TO COB STD. W I HYDRANT ASSEMBLY 12" DI BUTTERFLY VALVE, MJ DWG N0. 02718-4 � I I OFFSET 17' (LT) STA. 5+45.80 F" E" '9 v" REFER TO COB STD. W W 12" DI BUTTERFLY VAL MJ DWG N0. 02718-4 STA. 1+98.18 1 cn � W S DURSTON ROAD WATER MAIN a' a' `+ a 8 8 8 e 8 8 8 8 12"DI CLASS 51 WATER MAIN DURST N ROAD 12" DI ENDCAP, MJ W/MJR 12" X8" DI CROSS, MJ STA. 0+00 STA. 1+56.36 -_CONTRACTOR DID NOT INSULATE GEOGRID INSTALLED 12" DI BUTTERFLY VALVE, MJ FROM STA. 5+50-0+00 BLOWOFF VALVE STA. 1+38.15 INSTALLED 2" BLOWOFF VALVE INSTALLED WITH 2 �] INSULATION O IN INSTALLED OVER PIPE - -- -- - PLAN VIEW Q - SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. n m� m a �n n 3 W avi > p > a 3 > >� m U Z m J (Op W �J Z O < r Oa ��n OOn wm U F n K M ru1M�� t•� TRTR�ZOY xNIIm+I +II< m+II O} xaM m"a x+ m} W Or _�r_�r �r �r N + + mr_m K INK O0K O O �aJ Nrz 0KNr�z Nr> Nr> �fnz �fA K�N �Vl k .-fnz N N N NrZ IVrZ � �� 4760.0 rn- rn- 4760.0 4755.0 4755.0 a - - FINISHED PAVED '^ 4750.0 _ _ _ _ ROAD SURFACE 4750.0 2"X 4'X 136' LF OF 24' R CULVERT EXISTING GROUND I 4745.0 --INSULATION OVER WATER MAIN - 4745.0 --- 4740*0 --- -- - 6.5' MIN. COVER. MAINTAIN INVERT--- - -__ 4740.0 ---------ELEVATIONS AS SHOWN 4735.0 _ - _ w INSULATION 875 LF OF 12" DI CLASS 51 WATER MAIN 4735.0 4730.0 4"X UNDER CULVERT 6'X 12' LONG 4730.0 -- - +80 8" SEWER START INSULATION AND OVER WATER MAIN 4725.0 (INSULATION UNTIL 6.5' USED - 4725.0 _ 5' MIN. W BURY AID HIEVED) OR N 1l Q fp-. m rn h n n'�:a� O DD :2 0 N m �O m n O tp M O f0�'1 OI�O N O+ WA m N O tD --_ O- :�' m y�'N N n N n m n m O �d a ''a n v n�n n�n m�n Ov Y< ♦V f O <N <. 1 �i M O �O 9 O e7 O 17 a 17 O M a M< M1 ai n v M y M y O 8 8 n Ian 1�n 1.n nn 1.n n n 1.n Ian n n n r Ian n n uin nn v�n �nN mN "' a •i �a �a f v av av av av av a.r as a v av na na a na na n' n n n n n n n n n n 11,- o 0 8 8 0 0 8 8 _ o 0 0 _ o----_.. -- 8 8 p 0 o p o 0 0 0 p o 0 0 0 0 rS 8 N N O N 8 O m O N O N O N + + t + + + + + + + + + + + + + Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD WATER MAIN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB30 #03134 l „ Sheet 31 of 40 [ mr� E H oca W w xN N CA rn o 4c w M M O am FF I-� WW LgS W W _ W WI JI, im0) ��n£ w N 13.69' c DURSTON ROAD WATER MAIN U `I 8 8 8 DURSTON ROAD 8 8 8 8 $ 12' DI CLASS 51 WATER MAIN 12" X 6" DI TEE, MJ 12- X 8" DI CROSS, MJ 12" DI BUTTERFLY VALVE, MJ 11 MIN. 8" SEWER FORCE MAIN STA. 12+76.49 W/ STA. 13+25.72 STA. 13+81.51 SEPARATION O HYDRANT ASSEMBLY 12" X 6" DI TEE, MJ OFFSET 8.20- (LT) STA. 17+34.68 W/ W REFER TO COB STD. 25 LF OF 2" COPPER HYDRANT ASSEMBLY DWG NO. 02718-4 BLOWOFF SERVICE OFFSET 10.03' (LT) E-1 12" DI BUTTERFLY VALVE, MJ REFER TO COB STD. ] STA. 12+91.50 DWG N0. 02718-4 12" DI BUTTERFLY VALVE, MJ STA. 17+39.68 PLAN VIEW SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. z O > > a rl ~ N r o > a J n 4 w u? w �J b x N II m N xlp ^II m!F x+ �aKOQK Oa> O y�j rQ�r � W> F NF L �fn?Nrnz �Nz �rnZ N~K N~K 4760.0 a 4760.0 ^rn .-N z FINISHED PAVED Q 4755.0 ROAD SURFACE 4755.0 EXISTING GROUND - - - --- 4750.0 4750.0 4745.0 --- - 4745.0 6.5' MIN. COVER. MAINTAIN INVERT ELEVATIONS AS SHOWN - W 4740.0 --- - — - 4740.0 875 LF OF 12" El CLASS 51 WATER MAIN 4735.0 4735.0 4730.0 _ __ _ _ -_ 4730.0 w� Oro �m a On MO b r O ..r r�� bN OEt rn bb 17 00 N N N °r�ia r�a e°Ra of rd ain - o g� gv ga �°� wa 'ae �a �� moron � moron r� r1 a In a n< a .� a n n n n n n n n n n n n n r n .a. n r- n� n r� n n n n n n n n n n n n n n n I v a v a �a ♦a ... . �,v a a_a_---- ♦v ♦a w+ v a ♦a ♦a a a 8 8 88 pg p 88 o o g o p8 p8 g 8 8 Q8 Q8 $ 8 9 8 N 8 N O N S N g rf1 g N •' n + }} } } m 0) O] O O ± + N N M f7 ? + N b b b n n Drauring Date: 2/4/06 PROFILE VIEW - DURSTON ROAD WATER MAIN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB31 #031S4 Sheet 32 of 40 ° moo CD L — 4COPPER (1)35 LFBL In12" DI BUTTERFLY VALVE, 7 r c STA. 21+08.7 W 1 12" X 6" DI TEE, MJSTA. 20+92.32 W/ NHYDRANT ASSEMBLYW 8" . CLASS 51 WATER MAIN OFFSET 11.16' (LT) c _STA. "' T 34' LT W/ 21+59.64 REFER TO COB STD. 8" GATE VALVE AND MJ �DWG NO. 02718-4PLUG W/ MJR ROW m- - W 12" DI BUTTERFLY VALVE, MJ STA.2"'"68-:r 34' 21+93 a 10 o R MAIN w + u + $ $ $ $ 12" X 8" DI TEE, MJ $ 12' DI CLASS 51 WATER MAIN$ $ $ $ DURSTON ROAD STA. ^' - r1 8' SEWER FORCE MAIN -- 21+59.64 e.i m 8" GATE VALVE 11' MIN. 4 C INSTALLED 2.6' 8" SEWER FORCE MAIN 4 Q OFF MAIN SEPARATION O W W VALVEEND 32' W W a Z a PLAN VIEW SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. - i i O a °M > + a>+ W WW o y m WNW JN� 1�1 1'7y F M^ 0—.6 0 a < x o+ ll m+II x II m II ONK 54 , d4760.0 4760.0 FINISHED PAVED 4755.0 ROAD SURFACE 4755.0 Z EXISTING GROUND 88'X 54' RCPA 24' RCP CULVERT 4750.0 - CULVERT 4750.0 ---- -- ------- -------- ----- 6.5' MIN. COVER. MAINTAIN INVERT --- ---- - ------ -- ----- -------- -------- -------- -------- 4745.0 N 4745.0 ELEVATIONS AS SHOWN 4740.0 -------- --- - -- -- - --- 4740.0 .� a 0 -- - V5 LF 12 DI CLASS 51 WATER MAIN 4'X8'X20' INSULATION UNDER 4735.0 _ - CULVERT AND OVER WATER MAIN 4735.0 4730.0 4730.0 m n u1 n m ��o nn nN nn min anpr �rn Am p;o g' n �co °r°r na$$I AN N Oan Naonpp$oN mrs ♦mn$�ra �reo ry �na re <r'�f� n♦vr nr ra 'n►r an�r Yn r n♦ra a�0 YaO s n O $ o— o c c O N $ o o O $$ N $ N + + + + + + + + + + A n D+ aD OD W---.--. O Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD WATER MAIN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB32 #103134 Sheet 33 of 40 a CD rt2 a x T 2"'b 12" X 6" DI TEE, MJ 12" X 6" DI TEE, MJ N M O ev M STA. 31+53.01 W/ M M STA. 26+53.01 W/ HYDRANT ASSEMBLY 4 Q HYDRANT ASSEMBLY OFFSET F OFFSET 12.85' (L REFER TOO COB STD. T) REFER TO COB STD. O (LT) W W C DWG NO. 02718-4 DWG N0. 02718-4 W W L>a 12" DI BUTTERFLY VALVE, MJ 12" DI BUTTERFLY VALVE, MJ c `a U] En STA. 26+58.01 STA. 31+58.01 ROW 12" DI CLASS 51 WATER MAIN c 11 n (A 0(A G1 ♦ ((A .Ni m _ m DURSTON ROAD WATER MAIN ^' (A rSOLID 8 gDURSTON ROAD 08 $11' MIN. 8" SEWER FORCE MAIN LER ON PIPE WHERE 0-1PIPE WAS JOINED TOGETHER L C� PLAN VIEW NOTE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. � O �ww > M W n n W ~Or �o6 HMO VO7a x+� + x+II x 4 m�N o s ONd' ONQ: 044760.0 N= NinZ 4760.0 FINISHED PAVED .5"X 38" RCPA --- ROAD SURFACE CULVERT 4755.0 4755.0 4750.0 -------- -------- --- ------ 4750.0 6.5' MIN. COVER. MAINTAIN INVERT EXISTING GROUND -- - 4745.0 ELEVATIONS AS SHOWN 875 LF OF 12" DI CLASS 51 WATER MAIN.. 4745.0 -- - 4"X 8'X 20' INSULATION UNDER w 4740.0 _. CULVERT AND OVER WATER MAIN 4740.0 N 4735.0 4735.0 a 4 4730.0 730.0 -- W O —M LL mr N� x 0 IWDM pin �m �O 1WDM O N 40, VI op O f�pM OMi in �Up O Oi fN Oi a1 O C1 O lV O O "re a wa �a �a a a ��n �Ln ♦�n ,n �n �n �,n �in �v� �vNi vNi �vNi Zvi n n n r n r n n n r n r n n n r n r n r n n n r Nil n r n r n r n n n r n n O a ♦e O p p p p p ♦O a ♦O a Y a w a ♦a a s f a � 8 8 8 8 9i o 9 8 0 8 8 8 8 8 8 8 8 8 + + + + } + + + N N .0 t+0 1+0 n n co m Oi W ` OM MI M IM N M) 17 M N N N N N N N N Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD WATER MAIN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB33 #03134 Sheet 34 of 40 � o u 01 N m a mLL 4 12' X6" DI TEE, MJ m �N STA. 36+53 W/ 12" DI BUTTERFLY VALVE, MJ W/MJR F F 52 38+92. N HYDRANT ASSEMBLY STA. � WW OFFSET 11.41'1 12" DI BUTTERFLY VALVE, MJ W/MJR m v U x rTi REFER TO COB STD, STA. 36+58 12' X 12' DI TEE, MJ c DWG NO. 02718-4 STA. 39+26.82 W CONNECT TO EXISTING j�1 TEE ON WATER MAIN. ANCHOR W/ MJR. sl - u �9 DURSTON ROAD WATER MAIN o g g $ 8 DURSTON ROAD - a 777 11'MIN. 8" SEWER FORCE MAIN co a POTHOLE AND VERIFY DEPTH AND 0 w LOCATION OF EXISTING 12" WATER MAIN PRIOR TO CONSTRUCTION. ASSUME 6.5, DEPTH OF BURIAL. Q` i IF DISCREPENCY EXISTS CONTACT 3 ENGINEER. /1 PLAN VIEW NOTE: SEE DETAIL SHEET W26 FOR JOINT RESTRAIT INFORMATION. O n o } O J N N W 4 f(♦Npp ANY F�"f Anil.+ no ^ m+ .+411 lal mill � on oMl Q Q� NHZ NF-Z O5 -VI -wK 4760.0 4760.0 ------ --. -. 1� FINISHED PAVED 4755.0 ROAD SURFACE 4755.0 ------- 6.5' MIN. COVER. MAINTAIN INVERT 4750.0 ELEVATIONS AS SHOWN 4750.0 EXISTING GROUND 4 7 LFF 1 CLASS 51 ATER MAIN 4745.0 ---- 4745.0 1+� 4740.0 4740.0 4735.0 4735.0 11�� 1p w Y O g Inp M ONI 1�p¢] 1 O 1p N J] p n N O� N O� n In ♦N A n n n n n n n n I n n n n n n n n n n �a �a a o ♦a �a a k a �v �a �a g g o o pg o pg pg pg m 8 O o N O O N - Drawing Date: 214106 PROFILE VIEW - DURSTON ROAD WATER MAIN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB34 #k,3134 Sheet 3s of 40 O c LIFT STATION N Z S Q 8" 1 CLASS 51 (FROM LIFT STATION). C NECT WITH 8" DI 9 'BEND TO 8" SDR 26 PV FORCE MAIN AT SlA. 0+00. 8" DI GATE VALVE +00 - STA 8+50 C yy a 8" DI 11.25'BEND, MJ 8" SDR 26 PVC SANITARY SEWER FORCE MAIN STA. 7+43.70 5 5 FUTURE PHASE FU RE PHASE SANITARY SEWER WATER MAIN 24' o 11' 21' 24' w rn - V- --- oo 19' 0 32' -- - - - - 11' LAUREL PARKWAY SAXON WAY o - _ - -� FUTURE PHASE PHASE I WATER MAIN �8" WATER MAIN 24'32' - - - - -- 8' 01 GATE VALVE 8" SDR 26 PVC SANITARY SEWER FORCE MAIN STA 3+50 8" DI 90'BEND, MJ W/MJR 8" DI 90'BENDSTA. 3+61.08 , MJ W/MJR 4 W a IT, Oc STA. 0+70.71 FUTURE PHASE .. a U�// WATER MAIN (TYP) x H O FUTURE PHASE H WATER SERVICE(TYP) O MATCHLINE NOTES 1. ALL 90*BENDS SHL BE MADE BY JOINING PLAN VIEW TOGETHER OR ONEILONIGERADIUS 90'BEND. ALL BENDS SSHALL58BENDS RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4755.0 4755.0 4750.0 O - - - O bn� 4750.0 3 __. __. 3_- - - w N- rn r.4 N Q\ ; m o N 4745.0 4745.0 3 _ ' o N<f -- rT11 OF o <a oe n? OII 00 4740.0 474 . _ � bOM Qmf A 4735.0 0-0 r p ll G F _ c�„+� Q 4735.0 . F- .z-c z = 4730.0 Fr"� 4730.0 r.Z m a V)rn_ _ m U m? - FINISHED PAVED ^ 0 4725.0 ROAD SURFACE - - 4725.0 MIN. COVER 7 4720.0 7 4720.0 - - - EXISTING GROUND /W 4715.0 - -_ - 4715.0 l 875 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN /1J _` 4710.0 8' WATER MAIN 4710.0 (�•-/] N 8" SEWER MAIN 18" MIN. 4705.0 8" WATER MAIN (FUTURE) SEPARATION 4705.0 MIN._ 18" MIN. SEPARATION SEPARATION 4700.0 4700.01 w� OI C N o N N N a N N mi f8 a ff fa ♦�< f Na f Na ♦Nf ff N< fNe „ n�m N n NN C5 N N ,n Op p p p 8 p pn< I�fp g 9 g 8 9 8 9 9 p 8 9 8 p p u i ± N N M N co O Nne Drawing Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-O" VERTICAL) AB3w5 #03134 �o Sheet 36 of 40 44 FF cm� � FF O WW p1�° v 0 � W NSTORM SEWER ►+1 1 n2" THICK X 4' WIDE X 16' LONG BiSEWER MAIN JUG HIGH LOAD INSULATION W 2" THICK X 4' WADE X 16' LONG F- - ri �.y 0 8" DI GATE VALVE 1 z HIGH LOAD INSULATION 9 8" SDR 26 PVC SANITARY SEWER FORCE MAIN STA 13+50 z 2" THICK X 4' WI X 16' LONG W a a 8" WATER MAIN ROW 8" WATER MAIN Q 1 HIGH LOAD INSUL ON 24' f N lY N OI J —+ O O O O 8 O O O 15" STORM SEWER 32' LAUREL PARKWAY - 15" STORM SEWER 8" WATER MAIN _ p a�W Lra ROW z ��U U 4 NOTES PLAN VIEW 1. ALL 90'BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45'BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. z 4760.0 rI O 4760.0 _ - - -- 4755.0 _ - 4755.0 w 4750.0 A 4750.0 - 4745.0 4745.0 o � a o 4740.0 N 4740.0 I vl 21 STORM MAIN 15 STORM MAIN SEP 18" M MIN. 4735.0 — — — — — — ARATLIN. PARATION — 4735.0 15 STORM MAIN — — — — FINISHED PAVED — — — — 18" MIN. ROADOAD SURFACE URFACE — — — — — — — 4730.0 4730.0 — — 4725.0 EXISTING GROUND 6.5' MIN. COVER - — - — � 4725.0 N 4720.0 —— 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAINT ICK, 4' WIDE X 16' 4720.0-- - o 8" WATER MAIN -PLACE 2" THICK, 4' WIDE X 16' TH - 1 LONG INSULATATION OVER LONG INSULATATION OVER FORCE 18" MIN. PLACE 2" THICK, 4' WIDE X 16' 1Q SEPARATION FORCE MAIN CENTERED AT 0 MAIN CENTERED AT STA. 15+56 4715.0 4715.0 LONG INSULATATION OVER FORCE - STA. 14+60 8" WATER MAIN MAIN CENTERED AT STA. 10+62. 8" SEWER MAIN 18" MIN. 18" MIN. 4710.0 4710.0 SEPARATION - SEPARATION Md na I'a`nd �n+Nra n♦Nra PI n ndN N pp O ' N N OI r�1n nNNn N nd InA IiMr(D1 WINnf1 Mr1♦a Y d ♦a Y d ♦ d �d d d d d d a d d a d w d a s w a nI}O In 8 8 o O Sui 8 9 8 g + + + + + + + pgIQ+i pgS+ Qg•+' Qg"+ Qg•+ g+ rn a Drawing Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN 1 SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB36 #03134 r Sheet 37 of 40 H ~, r Z 3 Es5 FF 7 eta �1 8" SEWER MAIN W W ` c $p c l.� W ID N_ r I 8" DI GATE VALVE 8 DI 11.25'BEND, MJ V Ir Ir $m T STA 18+50 i STA. 19+87.59 7 9' 8" DI 11.25'BEND, MJ 8" SDR 26 PVC SANITARY ~ ` O C y o 1 F r"C STA. 18+52.77 SEWER FORCE MAIN ~ C f pm j C HH U WAS W W ROW d N o 8" DI 11.25'BEND, MJ ' io 24• 8" DI GATE VALVE � STA. 24+75.13 w STA 23+50 g 8" WATER AIN - 8• WATER MAIN S �o g• WATER MAIN LAUREL P- � ARKWAY W g• WA R MAIN a a ROW 0 d _ ------ Q� NOTES 1. ALL 90*BENDS SHALL BE MADE BYTWO PLAN VIEW TOGETHER OR ONEILONGERADUS 90'BEND. ALL NING BENDS HALLSBEENDS RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE NTH THE WORD "SEWER" ON LID. 7 4770.0 _.__ 4770.0 z - O 4d5O . .. �4 47650 4760.0 > rT, N al 4755.0 < N.w a ry+ II <N --tm —<~ 4755.0 w 4750.0 m S ~ <w ---- ---- 4750.0 o GONE uON� 4745.0 4745.0 Tw 0 -. - _.._-- -- -------------._ _ — — V1 4740.0 EXISTING GROUND 4740.0 4735.0 _ _ 4735.0 FINISHED PAVED 6.5 MIN. CC VER l ROAD SURFACE 4730.0 - - - �1 4730.0 rTl 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN-- 8• WATER MAIN h+l 4725.0 B" WATER MAIN 18" MIN. 4725.0 0 -- _ 18" MIN. __ SEPARATION 8" WATER MAIN 8" SEWER MAIN SEPARATION 4720.0 18" MIN.-' 18" MIN. - 4720.0 SEPARATION SEPARATION 4715.0 �p tp 4715.0 N 0 n n n W a0 n fo n n 1 M m N n ✓1 •O .^-o O a N o p n a o n 0 Q1 l0 Ool 01 t0 0!N a0 M a 1� tp N li vi0 N,tO 0,6 aG I� H�'1 �M �� �� nn rgin n� n Q M< M v rMf a r~i C Ma e•f Y M< N M Ni'l N:M NM NM M n n r- nln n r n n n n n n n n n n r n n n n n r n n n n n n n n n n n n n n n _ a a _ a : a:a v a a s a s M a �a aa ♦a a s �a a s ♦a a s a s a s w a a s t o 8 0 $ 8 8 8 8 8 - $ 8 ---- 8 8 - 8 8 8 8 8 8 8 8 8 5}� 8 9 8} 9} 8 8 8 8 8}} 8 9 8 9 8 ±± 0+0 + N O O + + N N M M Y + 1A 1+0 1+0 N N N N N N N N N N N N N N Dra"ng Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN SCALE: (1"=30'-0" HORIZONTAL) (1"=10'-0" VERTICAL) AB37 #03134 Sheet 38 of 40 Cmm3 I mrnmE 6 C "u^m F SHEET AB37 MATCHLINE O ` SHEET AB38 10 a*-. r _c a) ROW B" DI GATE VALVE GE OF PAVFYFNL 8" DI GATE VALVE CD 8 a STA 28+3a- 33*58- W i f 12" WATER MAIN x DURSTON ROAD N 8 8 V CD D p p p 8 8 O 0 O O -8" SDR 26 PVC SANITARY SEWER FORCE MAIN MHp FM1 W _ -AIR REI EA E MANHOI F M O� L 0 STA. 30+50 RIM ELEV. = 4750.30 8" DI 90'BEND, MI W/MJR 4750.82 STA. 26+92.50 W W C/Z OH�U� U O NOTES PLAN VIEW 1. ALL 90'BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45'BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40 OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 4780.0 4780.0 O 4775.0 � 4775.0 3 4770.0 Mo MH#FMI 4770.0 W dpM 60" MANHOLE 1�1 m N+ y" m STA. 30+50 4765.0 o, 1O SEE DETAIL e `�° 4765.0 4760.0 g05~ a N a a 4760.0 apN? CD 00 _ O 4755.0 F�+__ _. __ a=_ _ 4755.0 r �N� un FINISHED PAVED ro N- 4750.0 ROAD SURFACE 4750.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4745.0 - - - ./ EXISTING GROUND _ 4745.0 ^ 4740.0 4740.0 4735.0 - 4735.0 O --- 900 LF OF 8" SOR 26 PVC SANITARY SEWER FORCE MAIN h'�1 12" WATER MAIN 4730.0 18" MIN. _- 4730.0 SEPARATION 4725.0 _ 4725.0 cl 0a0 M�1 aD �♦Ma Oa�as S Oi 1lY If o ^N rn A N a Af�8N a 8 8 8 8 88 8 88 8 8 0 0 8 p p p p n p p 0 O ON p p + + + + + + + + + + + + + + Na + N N N N N N N N n M n n M n Drawing Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN SCALE: (1"=30'-O"HORIZONTAL) (1"=10'-O" VERTICAL) AB38 #D3134 suet sa 0 40 I mmm C m 1 N � y 1 m�Na ROW 0 L 8" DI GATE VALVE EDGE OF PAVEMENT 0)m I IF 45' 12" WATER MAIN - - - DURSTON ROAD It I - u 8 o DD of g g g o $" 8" DI GATE VALVE M M 8 SOR 26 PVC SANITARY STA 43+50 G>a SEWER FORCE MAIN CULVERT CULVERT (sue WW �Q xx cf) rn W A y H TES PLAN VIEW 1. ALL ALL 90'BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45'BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD "SEWER" ON LID. 7 4780.0 4780.0 (�1 O 4775.0 4715.0 o 4770.0 a 4770.0 > f �vOf ^ 4785.0 4765.0 „�f u n u Q+ 0 f K u F o 4760.0 S - _------ _.. --- -------- -=m rn�—... __ 4760.0 CULVERT. MAINTAIN 2' MIN. 4755.0 '^ rornz 4755.0 --- SEPARATION. PLACE 2" THICK, 4' WIDE X 16' LONG INSULATATION\ FINISHED PAVED 4750.0 OVER FORCE MAIN. ROAD SURFACE — _ — — — --_ — — 4750.0 --- ------- -- - - -- - - — 4745.0 ' MIN COVE 1 _ 4 745.0 EXISTING GROUND a 4740.0 _ -- 900 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MAIN 4740.0, W 4735.0 --- - 4735.0 i M CULVERT. MAINTAIN 2' MIN. h'�1 4730.0 �7SEPARATION. PLACE 2" THICK, 4' 4730.01 -WIDE X 16' LONG INSULATATION OVER FORCE MAIN. 4725.0 4725.0 La 0 M O pppp n OD OD aD O ^ f O n x O n f O N 4 W) NN a0 r n rn N N N N� 7m tp aD n rn O�N f Nn Of 1ON h< O,n T NN hr1 S d M Q h�J M f d f< f d O f mf O 1 0 +w CIO< e N f N N N w N 1.n f a f< f f f c f f f f f a f Y f a f a a f f f f f a f f f a f f f f f a f Y 8 8 8 pg pg g pg pg pg _ gp 8 p8 8 p8 8 8 pg pb g N 9 O N 8 9 O 9 O N O Iq O N g Oyy 1(}}1 O Ny } + + + + + + + + + + + + + a < a Y f a Drawing Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB39 #03134 Sheet 40 of 40 Ts F• e c (a cl MH/FM2 Q STA. 53+20.51 c STA. 52+52 EXISTING 60" 8" DI GATE VALVE 48" SEWER MANHOLE SEWER MANHOLE 5 STA 43+50 EDGE OF PAVEMENT m S'a -- - -- W ROW Add 12" WATER MAIN ► •o - - --- - 8 j 8" SDR 26 PVC SANITARY U W SEWER FORCE MAIN _CULVERT p EXISTING 10" SDR 35 PVC SANITARY ^ SEWER STUB CD O v A�, NOTES: PLAN VIEW 1. ALL 90'BENDS IN PIPE SHALL BE MADE BY JOINING TWO 45'BENDS TOGETHER OR ONE LONG RADIUS 90'BEND. ALL BENDS SHALL BE RESTRAINED AND THRUST BLOCKING INSTALLED PER COB STANDARDS. ALL JOINTS MUST BE RESTAINED WITHIN 40' OF ALL FITTINGS. 2. MAINTAIN INVERT ELEVATIONS AS SHOWN TO PREVENT HIGHPOINTS IN LINE. FORCE MAIN TO FLOW UPGRADIENT TO SOUTH. 3. PIPE DEFLECTION SHALL NOT EXCEED 5'PER JOINT. 4. GATE VALVE BOX SHALL BE SET TO FINISH GRADE WITH THE WORD 'SEWER" ON LID. a o N u a MH FM2 = < < N9g5: 48" MANHOLE II o a STA. 52+52 00 CULVERT. MAINTAIN 2' MIN. a+II VERIFY EXISTING 10" SAN. SWR MAIN INVERT RIM 4755.2 + m ELEVATION PRIOR TO CONSTRUCTION. INV ELEV. 10" IN OUT 4744.49 vni A SEPARATION. PLACE 2" THICK, 4' _a z �1 WIDE X 16' LONG INSUTATATION BASED ON AS-BUILT DRAWNGS. IF DIFFERENT g" INV IN 4744.65 a�' ELEVATION IS FOUND, ADJUST ACCORDINGLY. R F 4760.0 OVER FORCE MAIN. z w 4760.0 ---------- FINISHED PAVED 4755.0 ROAD SURFACE 4755.0 t� 4750.0 y 4745.0 EXISTING GROUND _ 5254 LF OF 8" SDR 26 PVC SANITARY SEWER FORCE MA_ 4745.0 IN '^ _ 66 LF OF 10" SDR ! 4740.0 PVC SANITARY 35 rF•� --. _ 8" WATERMAIN SEWER STUB 4740.0', v W 18" MIN.- 4735.0 SEPARATION (EXISTING) N 4735.0 4730.0 --. _-. _-. 4730.0 4725.0 4725.0 1N� o n ♦ n N n h 0 ICI•'1 d niD r Mn�p, O N a N h ♦O1 4♦q N 1♦0 a m n IR O •O N 10 d •O t0 f0 T f0 •G N N i!1 d N f N din N ♦ 1 N ♦N d N "f N N N N d N 1 N nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn n� nnn nn nn d a f a dpa dpa__ dpa dpa - dpa dpa dpa dpa dpd dpa _ dpd dpd dpa dpa dpd dpa dpa d d 8 p8p p8 p8p 8 8 p8 p8 pO p8 �8 p8 p8 8 p8 p8 p8 O 8 G N 9 O 9 8 S O S S 8 b 8 O 8 O $ 8 $ O + N tp+ +p n n + O+i O+i O o+ + + N N M ♦ o f d d d d d d IA 1A 1n N In 0 .0 Drawing Date: 214106 PROFILE VIEW - SANITARY SEWER FORCE MAIN SCALE: (1"=30'-O" HORIZONTAL) (1"=10'-O" VERTICAL) AB40 #03134