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HomeMy WebLinkAboutLaurel Glen Sudivision Phase 2 ' NW%.SECTION 4 [N89'18%f4"E] ��� R c EE LEGAL DESCRIPTION __ ,nB / i ALL CONS cTror1 Aso TED VESTA FER"ELSON a 089'18'14" WITH PHASE 2 S NHS EXIST G 30' I \ 08 (M);' OZ DIST RB a PORTIONS OF LOTS 1,2 & 3, MINOR SUB. 201, LOCATED IN THE MARY.GATHEF�INE ANDERSDN - - ZBrJ7. BAXTER Cl L N ESS4�Y `.EXIT �POIN L E ROSION CONTROL TO COMP�Y WR S T/2, SEC. 4, T. 2 S., R. 5 E. OF P.M.M., (Mt>R(E C.BAXTER LIFE ESTATE) EASEMENT's \ INS$TAALL},�71 LF l/INCLUDES FETS OF BENCHMAI2KKY QUTAINU GIP. APPLICABLE TS(310,404, PPP,EfC. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA _ - - - PROVIDE CRY STANDARD'ND PARxINc Px+nME' \._ \ 2 18"x28" RCP ARCH CULVERT A�1.13E SLOPE ELEVATION 4718.84 SNRIS(R7-10)ON BOTH SIDES OF PROVIDE CITY STANDARD INV'IN= _ A�.�aq� - - - _ - 4 - - FUN CONSTR ( m =� { I _ F U ROAD CONSTRUCTION(NO PAHI OF T I$ P�0„ i) << - I CITY INSTALL CRY S< O.B. E,owc.ND. - PAR OF PROLE /�r _ _re e t _ _ _ Street �" PI:OPTl S�TREET�/,/�'(_/,/}(�' � COB ENDSID DWG N0.09810-2 -w+-�" ""'�' x n0 v x• x z Sheet ! Of 16 z - 'PAO PARXING A 9+44.89 X _ --_- - __ g_ - • _ _ _ -- _ ---- - mNm@ --. - _ --__---__ _ m END ___ _- - � P I -P at � � -- ---- - - j zo'' INSTALL crosraN 7' PUBLIC ACCE S -- --- -MtSTALL2+LFOFY4'�nr -----� ---- tt? t ity osement- 4 A - FIRE TRUCK TURN STORM SEWER OUTLET PIPE AT yP' I - TEMPp Y 1 ! m„p L- ) PnoxD PER SD, A EMENT 0.50%SLOPE TO DAYUGHT 1p11 RETENTION PQN 2 1 t VOLUME = 8,995 yF T M ORARY TURN LO 19 OUf2ET CONTROL STRUCTU I i t BOP 4p1 0 A ND EASEMEN DETAIL SHEET 5.0 I T 2 TOP = 471 0 LOT 5 LOT 4 LOT 3 LOT 2 LOT l . LOT 1o,24a S I O6 sf 15,496 s 16,877 sf 17,060 sf 16,352 sf \ /' o01 ACRES—- 1 72,019 sf \ I PARK I C _gg �- - DETENTION POND 15,725 Sf g$tf # I INST NEW STOP/STREET LUME - 18,399 xls NG \ J/ SIGSM.DocN(TYP.)AS PER C.O.B. _ wsrALiaa3G wARo Boa aiia.i5 I I uF`T noN 13L6,O38 sf �y 1 INSTALL 30 IT BENTONRE DAMALL _� STRIAN RAMP Y - - - -- - ---- -- I J L9 09810-1 ALONG WEST d:NORTH WALL _ ) + +<+<�'71II --` 4720 U TT ce SERVICES -__- - ,\ -_ _ AT CONNECT] N. _ _ \ I / LOT - -- 7,41 B ss J - - - f J "S .H. - I Fu tURE 'sS A02 i----------- i----------- ' --- - - --- -j. --• ----- --------- "]," ]{,J. EOSETITi - ------- `J LOT 7 }{J"tHlitlniy rl 8'IN INSTALL SINGLETON I LOT 14 LOT ] LOT 5 PEDESTRIAN RAMP I 1,808 sf 11,808 sf 14,458 st 1 458 sf I -+ - - 0 „2D LOT 1 4 I cZ, I \LOT 8 �I 75,771 sf I�Q 8,679 sf , LOT OT 13 P H A E 2 a" C t:I6 i 9,00 sf 9, 00 sf r r 1 a 4 R pC 7 8,726 O 59 I LOT 3 L T 12 i LOT 2 OT b z o Co I' J / E , 0 f 13,800 sf 13, Q� LOT 1 I ?7�,., f� 00 i b N 8,774 sf ; L�Yl• ; a rL � o i ut KO I +, - 1 6 I 9,000 I 9,000 Sf I nI 'I 'S LIY U I I T2 4 Q LOT = III eAN�N I 75,417 sf I I I ('3 �I 3 I IA I 1 I 8,822 f J 1 2, 1EMPDRAR T g I LOT 5 I LOT 10 o. ; 'LOT 3 LOT POND 6i I C[ 1C a I m Fp 13,800 sf 13,800 sf y / I 11,250 I I 11,250 sf � I --�. T 12 m I _ N IqI E DE+ P-f 8, 70 sf m I I „2s - m I 1 N �� LOT 6 i ; LOT 9 I 4 1 ° LO 3 I 11,250 sf I 11,250 sf I _ _ I Scale 7n Feet 17 Sf I I I I ] O I I I LC3'T _ I _ , �+ I I 1 I �1 A, ABANDON I ] I I 14,375 Sf ' LOT 3 I PROVIDE BIKE YIELD TO ��` I LOT 8 I 1a,13t sf LO OT 1 I I PED (R9 6)SG 18 0 i8 1TT 3 TEMPO I I I I 19,0 f 5 sf I 1 PROM CRY STANDARD x l PON 7 LOT 8 I 1 597 sf I •n T sf S , �] °� Scale In Meters 1 14 - 12,30 Sf I 12,300 sf E •IS I `\ SIGN�tw+cRasvNG O -- x =�1-- - E---------- -- _I g 1 289 cc, es I fi A I L-_ �/ I END B4RM2W1DE�e1N ei4M.) LEGEND - - - - - - - - - - - - _- -- B ss PROPOSED SANITARY tr PROPOSED SANITARY SEWER MAIN ® ER MANHOLE --- f---P-H' - ---- ---- r--- - --- F---- - �a '(u.zD) PROPOSED SPOT ELEVATION LOT 1 I� T 6 1 ������-- I LOT Z PRmnDF cRY sT � O PROPOSED DRAINAGE DIRECTION � - - _ 1 (DIRECTION OF DOWNHILL FLOW) �I OVERALL PLAN AND GRADING/DRAINAGE PLAN 72' uriL(TY I oo YIE 0 SIGNS(ki-2) rh L'V _ - __ - - PROVIDE'PoKF r'�^'n v PROPOSED WATER MAIN - ---- -- - - - - EASF>tifENT (Tya ------ - ] SCALE: 1'=60' -M PROPOSED FIRE HYDRANT ) PROPOSED WATER VALVE VICINITY MAP GENERAL NOTES DRAWING LIST 11�1111 sr�Er/sroP PROPOSED STOP AlSTREET NAME SIGN 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN / 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, LALl,LL IX6Y 9. ALL TOPSOIL SHALL BE REMOVED FROM BENEATH ROAD SECTIONS PRIOR TO Al - SANITARY SEWER PLAN & PROFILE (SAXON WAY) ■n�n�n■ PHASE LINE S44WKAS1�V'SY_7E MPWSS 5TH EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS PLACEMENT OF ANY FILL MATERIAL. PHASE 2 TO MPWSS 5TH EDITION,DATED JANUARY 2004 AB2.1 - SANITARY SEWER PLAN & PROFILE (FORESTGLEN DRIVE) M PROPERTY LINE 10. BENCHMARK: 2' ALUMINUM CAP NORTH OF LAUREL PARKWAY AND OAK STREET A83.0 - WATER PLAN & PROFILE (SAXON WAY) FBI Q i. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS INTERSECTION. ELEVATION = 4718.84(CITY OF BOZEMAN DATUM) PVI SYMBOL i SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AB3.1 - WATER PLAN & PROFILE (FORESTGLEN DRIVE AND LONGBOW LANE) AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 11. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB3.2 - WATER PLAN & PROFILE (LAUREL PARKWAY) - - - SWALE D... Ra _ 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT 12. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER AB3.3 - WATER PLAN & PROFILE (OAK STREET 1 OF 2) _ Exa'S5_ EXISTING SANITARY SEWER MAIN L TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. "�� ` FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 13, CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS AB3.4 - WATER PLAN & PROFILE (OAK STREET 2 OF 2) ® Y R ( 07 EXISTING SANITARY SEWER MANHOLE Drawing Date: t 2 nn INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL AB4.0 ROAD PLAN & PROFILE (SAXON WAY) n9 AND NOTIFY CONTRACTOR OF ANY DISCREPANCIES. _Exe'Fu EXISTING SANITARY SEWER FORCE MAIN -. - OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. AB4.1 - ROAD PLAN & PROFILE (FORESTGLEN DRIVE AND LONGBOW LANE) - r" �' 14. ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER HYDRANT DEFENDER _ix e'W_ EXISTING WATER MAIN L f I�^ 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES SYSTEM. CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. AB4.2 - ROAD PLAN & PROFILE (LAUREL PARKWAY) �t EXISTING FIRE HYDRANT . - PRIOR TO THE BEGINNING OF CONSTRUCTION. 15. NOTE: TOP BACK OF CURB ELEVATIONS ARE 0.06'BELOW CENTER LINE AB4.3 - ROAD PLAN & PROFILE (OAK STREET 1 OF 2) t �I +, ELEVATION UNLESS SHOWN OTHERWISE ON THE PLANS. AB4.4 - ROAD & STORM PLAN & PROFILE (OAK STREET 2 OF 2) O EXISTING WATER VALVE . ! :. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN 16. CONSTRUCT DETENTION&RETENTION PONDS AS SHOWN ON THIS SHEET. EXSTING PROPERLY CORNER O J AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. SEE SHEET 5.0 FOR DETAILS. AB4.5 - STORM SEWER PLAN & PROFILES (SAXON WAY AND LONGBOW LANE) I AB5.0 - DETAILS AB1m 5/8 INCH REBAR WITH 1 1/4 INCH © l' 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION 17. CONTRACTOR TO SAWCUT EXISTING ASPHALT PRIOR TO PLACING NEW ASPHALT. AB5.1 - GLENELLEN DRIVE IMPROVEMENTS 0 PLASTIC CAP MARKED(C&H #9518ES) us. 9I w.carp.st. OF THE CONTRACTOR. 18. TAPPING OF EXISTING WATER AND SEWER MAINS SHALL BE PERFORMED JURISDICTIONAL WETLANDS BY THE C.O.B. UNLESS OTHERWISE APPROVED. AS-BUH-T NOT TO SCALE 7. TRENCH BACKFILL SHALL BE TYPE A. 19. CONTRACTOR SHALL COORDINATE DEPTH OF EXCAVATION FOR TOPSOIL STRIPING WITH ENGINEER. 11AW00 L_____1 fJ03136 11 PARK 611 1 � V - I j kl 15,725 sf II LOT L T LOT 3 I 2 LOT 1 LOT BLOC I I LIFEfXIS TON T 24720 1 2 D ��jii-----3 - - 1I ------- ----- Sheet 2 of 16 7' 7 4 3+00 I� 8' "W m m a o 0 8 SS o -` o - ^ 1 8"SS f -..� *SS - - - - -- _ FL ao �'G - . 1 1 18 ST 7 A�2° I I ------------- ------------- -------i r------- - ----------- r 00 N 8 0 3 i i i LOT 14 O \ T 1 i i LOT 5 I Itl Ea p. I ` c " • I 808 sf I 1 11,808 sf 14,4 sf 1 1 458 sf I I 720 a, I I - - - �, Q 4 1 L 1 �0 LOT 1 _I g I I I i 75,771 sf D,81 sf � LOT OT 13 P H �1 E Q 2 ; a" w a I 9,00 sf 9, 00 Sf . I 0 r 4 °° rs9 .. . ; LOT 3 ; T 12 ; LOT 2 6 31t ` 13,800 sf 13, 000 I� 9,000 U o � l e 1 OT5 I 11, 50 I I a ` 12 I I I Sf m I I ' 1 LOT 6 v� 3 i j 11,250 sf 7 sf L11 1 TT 3 I I "' - I I_ 12,30 S 1 4" SEWER SERVICES w FN LT RT Q FTC h�l 5+77.2 5+84.2 J��y 41 6+37.2 6+59.2 f S yoQ' 6+97.2 7+34.2 7+57.2 7+94.28+172 y°aJ' 6� 1 'S ♦O 4.2 8+77.2 9+54.2 •aFy� _a� ry�x0 ryxc�^,yk��,�0•y,yo„P r/� 5' ry 9+37.2 12+02.9 y e J p�' h b, ri Lw L 9+97.2 15+27.9 yx^ o4^rye` Oy. yhry 10+28.4 17+64.5 (TAP EX. MAIN) �7?y 0�. �ry��� ►, gh y`' 10+54.8 +=^3-:T 19+20.7 M• h 4 �° OeNa 1. p• y c^' 1x ak•� '`� ►• ►. 10+93.9 19+82.8++ Oy. y 60 kry .00 c`t' �cp �i' p�afya� i ►'S• yry•QPop 11+78.9 19+86.8r+ \kx ryx�lryl�k•�6 ry ^q. O' •� GP,P y" 4pw�"F�� °7 a Ox x ry,1 rya n 4 a, 9 k CP•O ry.O "2 F' 0 �o n n \ `�o�gabal4`y. 12+63.9 2D+66.4r1 �\9�y14 k oOxO x^`ti 1^ p� O 1' a O��SAXON WAY + r SAXON WAY 13+52.9 Oyu + a ♦ 16+ 5.7r 21+3 _3+r v k ___ 19'��` RAISE SERVICE 1 VER ICALL AT N E e k GOBS e4 1 i RAISE SERVI E 2 Fr VERTICALU AT �n = RATS SERV E 3 VE TICAL AT �~ - 47" �''-- r - AIL- nHEaEcTI�-C2.1 R - -- 4725 Q W - FINISH D G E O CENT a RLINE _ o 72X F1 N ----E s _ RApE O C _- .72X N SHED _ EXIS g E _ -- ---- - ---- --NG G E - 47 _ - FIN _ NEW 5� STOR SEWER F.L.= 717.9 NEW o _. WAI II 15. 3 A 21 If LF S -35 ° F.I.- o � Z C SS O 0. OX °4 4715R E 8' EWER FORC MAN -. -- 5 LF-8 SDR-35 -' �-- - INSTALL x xB'" Ff IXI G S. . r PVC SS O 0.40 NEW 6" o PVC SS O 0.40 ° ;•g• °I ! OW LI E=11 73 FIRE I INE OF RIGID F AM _ _ F.L.=14.25 INSLILATI N. - _ 14.7 W TER S RVIC W TER N N 8 - lop PT TOI PIPF C OSSIN (TYP) .L.=12 39 47,0- -- =.13 09_ _WATER MAIN IN TALL D 8x1 REDUCER 0 CONNECT 0' M M-W4710 E ISTIN SEWS LINE TONEW-8 h'�y OP PIE _= 1.55 LF"T SD4R- 5 DA V 47)5.00 4705.00 _ o n v o m n h N o m m d rn n n m - N a m m m m m m e m rn o o m �° d N o rn m m N m o n co m a Drawing Date: 1/2/07 v v V n �'1 n ry O O IsO p O O O O O O O O O Oi N W W m 4] m O O O O O ^ 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 ^ ^ N N N N N N n n n 6+00 6+50 7+00 7+50 6+00 a+so 9+00 s+so ,o+oo ,o+so 11+0 04+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 9 DD 19+50 20+00 SANITARY SEWER MAIN PLAN AND PROFILE SANITARY SEWER MAIN PLAN AND PROFILE AB2m A82.0 SCALE: (,"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) A62.0 SCALE: (1"=50'-0"HORIZONTAL)(,"=5'-0" VE ll►7-BVl1i'1 ' 11/17/06 4"3'.36 m `V 00 • r C)! Fro III O� Q I I I I ------ ----J L-- Sheet 8 of 16 ---- OCK 17 I � I r I smms c Ln �2s 00 = ° °BLOCK 19 m. Lnm -- ---- ----- Qr�� gI� D_rty� ---- -4---- - N J Ti 0 oI s•ss s•ssET ° w 8 ■ X 1 ' m — Be sG It li asemen 1(TYP.) 4 B0 _ 16— _ _ I II 11 I M N wI cn cAI v �O �O u o I °Lo °O f BLOCK 1 °ram `gig �� 1 " �N 4' w � a �ry W t� /■� PROPOSED GRADE �y a FORESTGLEN DRIVE EXTEND TO 8 FEET 4'CIA. 45'ELBOW 4740 BEYOND PROPERTY LINE I 1/4-PER + FOOT 4" DIA. 45'ELBOW 4735 IN-LINE SERVICE WYE by �y9 rode 11i DETAIL APPUCABLE TO: ' 6 n FA■\LJ(SAXON WAY SERVICES IDENTIFIED IN SERVICE TABLES ~' SEWER MAIN 4730 + +!q ~ 2 DEEP SEWER SERVICE DETAIL A82.1 SCALE: NTS �^�'' _ _- - - M�M Sa o. 7% - 4725 F1141S 0 G E ®'CEN - _ 4' SEWE SE CES 0� 0 1, % - LT R E. 'NG GRADE-- - - WAT R SE CE 4 15.4 2+8 .7 Vl _ ) _ - - CR SING (TYP.) 5 35.4 3+6 .4' 4720 _ - + Z N N 1S MS 4+8 .4 FL 716. 7 c187. LF p 7-35 5+4 .4 Q c 6+9 .4 I V1 66.2 LF 8' SDR- 5 . EXTEN _SEWI R SERVICER_ 0 4715MAIN • ' CL WATE MAI r^ V 11 STAL 4•x4'8' V1 III SULAIION. 4710 DATUM ELEV 4705.00 ^ O N h O O O O N 16 f� ri ri W Drawling Date: 1/2/07 2+DO 2+50 3+00 3+50 4+DO 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 ,�1SANITARY SEWER MAIN PLAN AND PROFILE AB20 A82.1 S� CALE: (1"=50'-O"HORIZONTAL)(1"-5'-0" VERTICAL) AS-BUII.T � UA7/06 #03136 LO'f -_ �,�OTZ�w T 41--1- ---LQT�_ _Lo LO--- - -- ._==JJ - LOT 2- - � I 2 0 a►xori-Wa - �- - - - --- ---- ------ _ _ 3+0 8. B•SS o 8•SS -- ■ 1 1 18 ST - - - - - - ----- ---- - Lt (T ----I ISheet 4 of 16 O I I 1I I10' Utilit EasemeI LOT 14 I I 11 LOT 5 I YYP ) P a I ••• I 1.8 sf 11,808 sf 14, 8 1 458 sf I I I °, I 1 LOT 1 \oc4 �TJQ�� o,. ��1 1 I 75,771 sf / �� Gyryyy °, ~- P H o ct ?° O QJoti � : LO OT 13 . . I o �' 4 DGoryy�9,00 s 9, 00 sf ;ai I r a ry pQY p3�p1\ o I I O 3' S6.7 ,O •\ 55 O .�cQ' JG•.p m `g? - _ _I� I O', ,�Gp• C➢' Q Q'°Q•°pPQ- y`P Q�'9� C €l - I �1 . . LOT 3 LO LOT 2 °��+y CD tI 9,000 sf 9,000 sf 13,800 sf 13, O s C^ co I Q a A> 5 1p ^ w T LOT 4 ; ; ! CO QI / °® I 1 I 9,000 11 9,0000 s = ni i I F -L T 2 d I 75,41 sf W 0 I_ . . I LOT 5 J i LOT 10 cn 1 OT 3 �i ! LOT II = II = o. or 1-4 1 11,250 1 1 11,250 sf I I can N U -- - O I 4 1 I 4725-- --- Lon � Q ` ' I LOT b LOT 9 =47,5.25 1 j 11,250 sf j j 11,250 sf ° FL=4715.35 a I I I Q F 471 .84 EWER AIN i 7 I I LOT 8 20 - 12,30 sf - I I 12,300 sf - fly . II W I Rl Di °i O O O O (Y pQ- J�' G3� 20+00 20+50 v 21+00 21+50 a WATER MAIN PLAN AND PROFILE w �Q�° O Gp•' Gp°�y 3/4" WATER SERVICES �c-°O Q• ��° A83.0 LT RT yy ° SCALE: (1"=50'-0'HORIZONTAL) (1"=5'-0" VERTICAL) 5+54.7 5+58.2 6+22.2 6+33.2 ^hr 'D 5Q 6+82.2 7+11.7 ,�'Sx p1)'00 4 ci 4.°<1 \�Q�'✓;'y,C?O4'-r yy +TopQs�a\ry6°�'1�' 7+42.2 7+79.1 0�"G•\O�•F+.�pyQ410Q' 9, + �OQr O % ,E. 8+02.2 8+39.1 QF' h• GQ•? ♦ p`L� ��. JG�i P�O� 4'S ?°• ` F"�1 Jn.\O,Lp�° x°`L'�y�O� °i�0 BOG 8+60.1 8+99.2 9.1!" Py'l° ,fa.�. a� �\. '\00iy i\PJ�G C�'`F f/•`G/•( Q- •\ Q o W- O 0 ? 0 9+22.2 11+36.69+82.2 0 10+24 9 19+05.z•+ , y\°G�G� GP�O 4 ��Qey Q�Oryb �,�a\°�yP'p0� 10+37.9• 00k �'�°'' C`i° •�cF' y>;��°�0�'P?O O �F,4.pPQ- •\Z'p� O x'L°Sa. ?.Cy,C7` F�. A Zp`L ,�. 10+78.9• ,kx �4°0 � �' �yx1ryyq SAXON WAY ��°. o N 11+s1.4. g8 ��� b ep�v56oryA ^6. °.�+y5 °• A 47-M e y• Q- y u1 = i 3+36.4• ^ Q '� + ,16�ti x o• \' pl"A_ �° `'~P O� ,� O.?°• a 14 65.8• ^+ O C O 10 10 o aV- 16 11.7• n II Mxh P1Y� 000°�F. 4Q' ,0 °P + V1 -0. O:FO. '-6 PPS\ ` 16 82.8• NTT O O�{ _ 9•g+O 20 22.3• ~W �105.<1 r�' c II I N 4725 - O q ER._S -- __ FINISHED GRADE ® CENTER INE pPF 6. • = 1 1/2' WATEF SER CE EWER SERVIQE - -- - - FINISHED GRA ROSSI G EXIS NG G -- _ -- -- - -- 72X CEN R 0. OX n -- -- - - E EXISTING D G GRADE -- _ F NIS E LINE _ �ri o za MIN. 18" SE a 1A1-H R VJ 0 ° - - o o IN LL x4'x8' 0 f.4'.6'OF RIGID FOAM o OF RIGID FOAM o e ° o STORM EW. SULATI N To AccOMo ATE 4715 _ INSULATION o ° 47 -88- E MAIN -_-_-- STIMA ED 171.=471 .54 DEFLECT PIPE ° o L-47 5.30 0 0 IN, 18 SEP. sEw R FORc 0 0 VERTICALLY _ F 1--4713 6 M FL=4715.07 F=4 14.17 I I -- FL= 713.2 -�- h•■y - FL=4714. 4 I 4710 FL 4714 94 FL=471 3.63 INS ALL 4 x4'z8 rw STA. 9175 TO 11+25 XTRA DEPTH REQUIRED FOR HYDRANT LIN I AM E S" EWER TO ACCOMOOATE SE, MAIN EX 6' W TER ERVIC INS LATIO F RCE 14AIN 173 .4 LF OF 8" CL 51 DIP WATER MAIN LI E=11 20 0 Ir SE ER M IN T P PIP Drawing Date. 1/2/07 DATUM ELEV E T. -LOW U E=07. 5 = 1.90 47(5.00 O -0 n N N O W b a ry O O Is O O O O O O O O O O - - O O O O O QO W W 0 0 0 DJ tb 00 N N ry N ry N N N N N N ry N N N ry ry N N N N N a tl tl a a a a a a a a a a a a a a a a a a a a a a a a tl tl a a a a a a tl tl a a a a a tl a tl a tl a v v 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10450 11+00 11+50 12+00 12+50 13+00 tl 13+50 14+00 tl 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 AB30 WATER MAIN PLAN AND PROFILE w� i AB3.0 SCALE: (1"=50'-0" HORIZONTAL)(1'=5'-0' VERTICAL) AS-BUH-T 1L/17/06 1 #03136 1-1/1 Uj I .- m I _ @ I rn L--- - - ------ -- ------- --- ----- -- I III4 T 1 C a r---- - - C 17 I I O 1 � � I I � t 0 n L L n n I (�� - - - 1 I 1 Sheet 5 0 16 Y I I '}-+ o� = r' �' o Ln I ; BLO K 18 -�� Q ' 4 D BLOCK 19 ,4 o` 00 o 00 • M I a- cp z I-i f1 04 ,.• I _ - - - ----- -------- - I I LL _Q ��tq�� D_r �� - - -- ---- ' �- - °rrgbo--- L_ n _l"=_ =J� �' m�m� L__1. ----- -- • --- I - a > v Lo -/S70 ■ • 7 � ■ ■ ,;' I 7 r 18 ST '� i d1 ,yS,� p EX. 18 ST � 01 g•� 'SS ■ -Sii':,. ,.:Si '^ A"SSo '%' D o o■ EX.B••Wit - ■� N f E _ 8W 8 • 'a• - OIgN 0 -------- -- - ----- �, -----� ----- C 6-� n 10' Ut i Eosemen (Typ.) i N N �, i • H N o E-1 FA-1 919 CD K �� j U O � N I 4. 1 N+J lf•41 O o CT N 00� 1 O �/ 01 �`'" I (1 oa w z I oo �� �o o �� w Oo 00 1 --- - 1 'I►) 0 1 w I 1 0 l 7 �^J z i __ I o�j W x I I N in 1 I z o 3 z3 P � S +cot �O \�QO 41"�•T�qP r yl•`P i �� •� Oy`�Q ��� �,° O yybp� �i 0 y,P �ry O�OG`LPJP ,O• ,�0+�Q ry`° IF,gr ° QQ'ro6°%. O P•l J V? rya'QJy ?� ,CZ,24G�.Ip?� y 1'` `t�'pPQO 0�i`a�o. ^ y 4,0 Q- 6° ry 7ry `i,�P�r� ,Lx pQ+ �'� p0 40 Q�oy6 ,xa 1`� c ��Q�'`' 6 r �`�i,Q• hh °�� ?O o Q�"� P`?J�`�. � ,1•`tip PLO c� ,� °4,�Q. �, ,. ryx�'Cpti,�? ,CO+'1V� i �° �Ox��5y QQ'p �J`'~ � Q y,P�2°•C2�D�p I 5��� �c�oQp'_r Q`cp�' ,�j�.�a�3 `t�p G� Goa �pc'�e,`�y°ry6 4740 - oP+OGO h ryti �O �,qG�h "O��D QF' GhP�00� �O�C' h��510�ao �h ��O P�'\?G? 1• WATE 3/4 WAT LONGBOW �•y�? -CES LANE G' "p E°P'� o� ?�,°". o�Q• 0 ��1rJj-J a. PP JF.O LT T 4740 v037.8 3+ 4.1 dQ,gPP ��oryb py p� k h QP q� 60.4 3+ 3.4 Q4�1', pa JO o- F i 5�O h' n a0. g1� Q4.Q- 5 80.4 E3.6 � ti+ J pP N Q- 7 00.4 3.6 1,' Q,P o o<4730 ; 4735 •'�,� .�•P y0 �l• II he' �O Qk. 7+ 4.4 Ox �.� ry ,00`' DE CT ATER SERVI E TO 1`1ry by h CR SS S ER IN __ S RVICE S ICE r^ \ +� O P,0 w o k �\[, 4730 0 ?y 00�• V1 h b �4�-P 5• _ x� 1� Ni ERLIN = 0. 7% __ __ - 2+13 +92.9 N alp`' 00- FINI -- 6 k - --- EXIST NG G ADE - x +35.7 v�i g�0 ST RM SS ROSSI G SERVICE ) E WA RQ`� 4720 - % -- -- _ FL 4716. 1 _ _ MAIN _ 4725 _ Ttf w _ -- - NEW S ER N IN ALL "x4'x ' o > NTER NE 0.78% T� FL W LI E=14. 6 OF RIGID FOAM _ a _ FI 1 HED RAD C _ E v 0 0 w AM IN U oTl ° 0 1' S% - - -` -- 4'96�OF RI 2+�7 o o ° E TIMAT D FL 4718. 1 4720 S W EFLE plp NS UT ON FOR S.? AWN T 0 A FL=471 5.76 �n in m - L-471 .65 V= ICA 3 16 L 4714. MI . 18' SEP. fL=4 15.3 EX WATERMAIN _ NEW 8" SEWER MAIN INST 4'x 'x8' - FL-4 14.9 FLOW LINE=13.11 F RIGID FO m ° ° 0 M L=47 39 7 1 LF F Ir CL 51 DIP ATER MAIN INSU TION. w 4710 - - -- - --- - - 4715 -- ---- FL- 710.5 ° DEFLECT PIPE1 E FL= 716.5 FL 4712. / i_ INS EXSE RAROATI N =471 .66 FL=4713.E ;713 49 ACALL Y-- STA. 1+16 TO 3+07 EXTRA DEPTH pE.UIRE FL=4 12.62 FL 4714. 9 EX. EWER SERV E 393 L OF CL 51 DI WAT MA T ACC .DATE SEWER AIN CRO SING TYP. DATUX 6LEV SEED uL SHEET c3. DATOL 6LEV FL=4 70.8 4705.00 4747 0. _ 0 0 0 o N a �° °+ °+ "1 ^ a, � rn :� o ^ o a m v1 m •- v e rn FL=471085 Drawing Date: 112107 0. Ot °i °� 01 Oi Orn m O O O O •- •- N N N �`i "" "1 n 4 a V V) u'1 "i b ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ v a a a v a a v a a o v v a a v v o a a a o a a a a a v a a v a a v v a a e a a a a 0+00 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 +00 0 50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 A B 3 1 STA. -0+8.5 TO 0+50 EXTRA DEPTH REQUIRED WATER MAIN PLAN AND PROFILE TO ACCOMODATE SEWER AWN 2 WATER MAIN PLAN AND PROFILE SEE DETAIL SHEET C3.4 AB3.1 SCALE: (1'=50'-0'HORIZONTAL)(1'=5'-0"VERTICAL) AB3.1 SCALE: (1'=50'-0'HORIZONTAL)(1"=5-0' VERTICAL) AAAS-BTTILT IIA7/06 aC- z°d SS rl rn LO 34 7 00 Sheet 6 of 16 o � cm� E Y' I Lau t Par way mN a xR ------- ----- --- -ir -- ------------- ------- --- - 14 00 X. FhA _ Ex.B FM --I-- ► TJ in E "W N u _ _ C &d ao W �� o x � � --- -o L CK 19 � I ;- _ BLOCK 18 ---- I - ---� z /n �4 I ld LOTS? LOT d LOT 2 o I C) m 00 I P4 - -- - -- 4750 x ti �� x�0 4r�� 44O ��O�6 0 "1�� '� G• �. ° � 0• .� O p ��? GP 1� G p, bx pJ Pa yk, Q�? '.�� p'4' •4�G O i7. �i,• x G ,� pP'�'O'�' �Q'QF,Q��y�O`� Rt"�'pQ`y�Q- �"+ h—) ,yb ? e*4'Q4. 4740 SPA Pc•,°,Ary°� ��. +�,�{ °`L p1 o � + 7 O o v 6 4730 -4 I W M II II .7 X -_ 2;11 _--- - RESTRAINED LENGTHS rT3 FITTING MINIMUM RESTRAINT LENGTH N GRpOE O __ L) EX. YJAIE _ — B" CAP 62' _ -- _ 4720 E ISTIN GRA --- — — — 10" CAP 98' 8"x8' TEE LINE 12 r^ l + BRANCH 1. LINE 8 a 1 1/2" WATERSER ICES ES FL= 719 8"x6" TEE BRINE C 01 V1 -. _ ---.- T ---- 10"x8" TEE BRANCHH 9' 3+72. 10"x6" TEE LINE 7 FL 4715. 5 5+39. BRANCH 1' FL=4 15.67 8" 90'BEND 28' • EXTF A, DEP H REQ. TO ACCOM DATE FORC MAIN 4710 - --- - V A SEWER 628 51 DIP WATER MAIN F RCE F=471 .81FL - --- - =471 .21 EST. FLOW LINE= 3.29 ***ALL VERTICAL OFFSETS SHALL BE MEGLUGGED••• 00 F OF CL EW SEW R MAI ST. OW EQO .28 DATUM ELEV 4705.00 .1 Ot Oi of Oi m O O O •- •.: h ry N N h n n n n V > O N N N h h b b N N ^ ClN ^ ^ N N ^ ^ N N N N N N N N ^ N N N N N D7Qvnny DQtC: /Z/O7 n n n n n n •Y Y ? V < V Y V V Y V O V V V tl V V V O Y '4 'f T a a V V P O P 7 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 WATER MAIN PLAN AND PROFILE AB3m2 AB3.2 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-O" VERTICAL) AS-BXJMT 1V17/06 1 #03136 4j16� NW'/<SECTION 4 VESTA FERN_NFLSON EXIST G 30' ID MARY CATHE INE ANDE ON- - ELECTRI 11 POW L sheet 7 0f 16 (MAWE C.BAXTER LIFE ESTATE) SEMENT ys m 0 � m� FUTUR CONSTRU N (N PAR OF PROJE mZ �m "m c Street �� �� N LL - x x x `qt ID x ` N x x NO PARK/NGS•o. N 'O� c _ O) 0 0 o ♦ _ o I NNu a u BLO K 7A EMB IC ACCE� i------ --- — — — -- — >bL ILT M ORARY TURN B 0 K I� A 0 ND EASEMEN L T LOT 4 LOT 3 LOT 2 LOT ,� LOT 1 i sf 15,496 s 16,877 sf 17,060 sf 16,352 sff 72,019 sf 11 PAR 611 N W 04 ry0� �'y ,t' JOyP��O, hCc'PG00 Fr'q o �,1�Q\Q�Q�ory6 O, b 400. 4730 '�d Q 0 - O 0 W `'`'0+0�1P O• '`aF �`O c� 4725 + v W Q rn O M w _EUTURE_�,CNSTRUC ION - -- _- _ - EX STING GRADE__ _At- I W�� CFN Igi mr 5,nz _ Z x . O C) p U� — ---- 4715 -- AR H CLI VERT — — 10 FL=4 12.38 14STALL 6"x4'24' 2E V, V OF RIGID AM R 4710 - L=4712.60. FL=W2.61 F-471 .58 F=470 .74 4705 . ST 18+7 TO 19+25 -148 (OAP TOTAL) LF F 1 CL DIP WATE AWN EXTRA EPiMI AUIRED FOR DAMN ELKV 4700.00 �1 VI n rn O D 0 O O 0 0 0 C: 0 d 0 n n n n n n n n n n 0 ao uroi r n Nri n n n n n n n n Drawling Date: 1/2/07 a a a o a a a a a a a a a a a a a a a v 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 r_,1 WATER MAIN PLAN AND PROFILE AB3.3 SCALE: (1"-50'-0"HORIZONTAL)(1"-5'-0" VERTICAL) AB30 AS—BUR,T 11A7/06 x. ER C EE v ALL CON CTO SS TED h WITH PHASE. L N DIST RB Q Sheet 8 of 1 t K� BAXTER CREEK. INS L N ES Y ROSION CONTROL TO COMP Y WI BENCHMARK: OP 7' ALUMINU CAP. APPLICABLE TS (310, 404, PPP, ETC. ELEVATION 4718.84 ' m E k r e et F U ROAD CONSTRUCTION (NO PART OF T IS P OJ T) - 3 N -�_ X x- X %- 5 � % % x % % :€ % NO P % NO PARK • - ^' I + I + I + m 8 + I + I + _ - _ - c g, P ETWEED ' \/! LOT 1 W 10' Utility osement P. I, 1 LOT 2 LO 7,571 sf 7 658 f �, 1 0 - BLOCK 34 ''� �� BL6 k BLOCK 19 °T 2 ��� _ I - 0,248 s 03. W O N � a V c Ty o � a FINISHED GRADE - FORESTGLEN DRIVE [� �p� /1 p�oGOO - --- 4720 h�l �41�p4�Q� '2.5' BEND 8" SEWER MAIN z b�,� 4Y 4Z',� h• CF' 1�660 1.1 LF OF .L- = 14.94 F.L. = 14.66 ;� rTl py TICAL €FLECTKMI--TD w .. .......... A' �a 0 p�. _ D. 1' OF 6.9 LF OF Z n ry4' 8" CROSS FL=4714.94 8" D.I.P. DATUM ELEV y1 O N 1 ° 0+00 0+ o o+ao 0+40 4770.00 - „ Fl. BEND F.L. = 12.3 0 � ~ F.L. = 12.39 M o � R REEK W 111 O z 2 FOREST GLEN WATER/SEWER MAIN CROSSING DETAIL Q1 Q __ STING > -- o \ - ----------- N - nNISHE GRADE - LONGBOW LANE m _ FU rURE :DNS T UC710 - 4720 V J '^ FULL PIPE C ION A FL 4710 3 TION 22.5' BEND FL- 710.E _ - 1.2 LF OF F.L. 13.63 SEWER MNN _ -471 .1 FU URE ONST UCTIO 8 O.TT -- ._ ST& 11+2 TO 1 +50 E%RA DEPTH REO IRED T BADE N WATER MAIN-D - BEGIN VERTICAL DEFLECTION T 6.5 FT COVER z 61 �s O/.p Icy ------ — -- 8" WATER MAIN 0 .3 LF F - _---------_-_-- DATUM ELEV 148 (OAKTOT LF F 10" CL 5 DIP WATER MAIN CROSS FL=4713.63 "_-- --- --------- +10 0+00 0+10 0+20 0+30 0+40 D.I.P. 4710 00 'ry ,n o m 22.5 BEND F.L. = 10.8 o o n a m I v F.L. = 10.85 I a Drawing Date: 1/2/07 DATUM ELEV 4700.00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (2)LONGBOW LANE WATER/SEWER MAIN CROSSING DETAIL j AB3.4 SCALE: NTS i s ABI AS-BUMT n "7/06 v LOT 5 BLOCK INSTILL NEW STOPRSTREET BL 19 l y �r SIG7Si).DwG NO 098;0-i `� INSTALL CITE g(ANDARo % f T EDAM 4 Car >o W go r 7 EDESTRIAN RAMP(T1P.) C r r v N O 0 g WALL -- LO 3 LOT 2 � T- LO m axon" W c. C Is O (� cD(� ,,.� z m RTES W y N �� e•00 aw J V r - g i � - 0 8'SS o 65� --- d0 `--` - - r g•� � 8'SS ----- ------ �ix Wa �� a1 ` - - ■ 18 5T- 18 7 Sheet 9 of 16 ■ �10 I r ------- r --------- - ---- - � ------ -� F� -} � m�3 « w—Till BW W h I 3 .O I I L CK CD In I LOT 14 LOT 1 LOT 5 - I I •ss 3 N �6 ss 1,808 sf 11,808 sf 144588 ssfjf 1 458 sf I E_' 6 OT 5 OT 4 T 3 LOT LOT 1� I H BLO K 16 c` f C BLOCK 16 a N c� U — z CD a t" ryG gryx 4k'\ z Q ♦n�xo' Gi. O 0 �O HIGH POINT E EV = 4722.73 xy'L� ryh ar LOW POINT ELEV = 4721.35 HIGH POINT S A = 13+99.64 xOp k1,y0' LOW POINT STA = 11+50.08 PVI STA = 14+00 PVI STA = 11+50 PVI ELEV = 4723.00 x01.d.� PVI ELEV = 4721.21 A.D. -1.44 _ A.D. = 1.44 K 104.08 S, aN K = 55.67 150.0 00, VC o a — 80.00' VC II II SAXON WAY 4730 --- '` n a n N � a FI ISHED GRA E O CENTER INE -0.7 X NISHEDGRADE ® E TERLINE X72 + —. - ' 4720 - -N� - ----- -- 75' CROWN w 1 TRANSITI N NEW 1 O STORM SEW. 1 4720Vl 0 4725 4720 V 4720 720- DAPUY Niy 1�1 M,ntl•) •�tl-Na nNn ntltl ON� Ontl W�tl MINa� nn•tl� hntl^YNaI N•V- OnV.ONa OO^VJ tO^tlp rNa0 VO^tl U�tl NNa aQVi rrcV�..i hNd rrV\.. ��Vr Na nV<_N� r<V rN�7 iV�v VNa bnV i_N<s nV onV0 O_Ndi nW O�tl NNa nV.N�t �V\rNa0 O�tl nNa tl rNa ntl O .. 4890.00 rNp nVD N^ cr N Oc� Oa OOtlp bNe-t O^ N nNnOtlr0NNN On n O_Ni On WOn_Nis tOnp Ontl ONr nNO nOO N N N 0 M00 rn7 WD nWn ffN0 a < tl O tl V a tl tl a tl tl a V tl a 8 5+00 5+50 6+00 6+50 7+00 7+50 8+DO 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 Drawing Date: 1/2/07 CENTERLINE ROAD PLAN AND PROFILE PLAN AND PROFILE A84.0 SCALE: (1 50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) 4 NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE BCO c FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. m' 'AS 1L17/06 !/03136 i� BLOCK 19 i 4 ' II PARK 611 �� �Q L(�T t t I O� O o ® o ® � 15,725 Sf 11 w z® (z., i g 6 o I-� cc a r-� EXIS NG I v 1- I � - L BL CK 1911 0 �.� 2 v -: - A =- x ---- ..F I - ----- -Q � g�� �r��� -BL -17- LIFTS TION ,�A I I II T C -- ----- ----- r x T CURB ,�• w� 8"SS .O o ■ — J 8W a W g �!, °o_ Sheet 10 of 16 .'- t .B"SS -•(JJ-- ---- F -- --- --- — ----- ------ / yy r 0 mm E - - - o — —_-- — — ------- -------- 18 ST 01 n C _ ..05 Q r '—' m i I 10' Ut li Easemen (TYP ) i got ---- — — -------- 20 LOT 1 L 10' UtilityEasement T . i M .-� I I ( YP•) / � I a ca �,�ca a I 1 I � �m ,�-I`N � BLOCK 18 N _ 1 o H o �o H o o o� =N O� C) N Y �� tea' � I 'I � ���� N BLOCK 16 W o z go 3 , J\ Q��'TP �\a06 OaC� O H U xyF�M^ryy'S ry ryxli" �. 1�Wyk^ W R�-I 4740 x°6 LOW POINT ELEV = 4720.13 'L, i T•o LOW POINT STA = 18+16.34 �' Jx� PVI STA = 18+15.67 - u- F PVI ELEV = 4719.99 Vl A.D. = 1 W N n o K = 56.1616 c a FI N rn Y a nN +h NN M eo.00 vc SAXON WAY +n ry +n_ + n 4730 473D --_.. ..__. _ N __cj NV --- V7 r 0 C, I QJ N HJ N w ow RLINE W o --- �r F61 INTS _ EX15T7 DE I + - -- ---- z 0. n 0 CENT RLINE _ 0 F NISHED GRADE 0, n 4720 X = - -- - --- - - — - _ a n --- - ---- w 4720 a _....- _ ---- 4 II�y II _____ ____ ____ ____ _GR___ +N o 75' COWNS EXIST G ADE N I a n w ~� rn N + OWN - W 75' CROWN TRANS ON - ----- - O KU1M ID u ~ TRANSI ON �� 1 N 24" TRANSITION .� 75 CROWN `� SIDRM SEW. ti}� SITION `'�1 }',,PLO ham, ''��' .ti` 471D - - -4725 p9-0.;� P' - o 4725 1 5 4725 4710 , ti �, ,p 4 --4 75'CROVM 75' C OWN TRANSRION ---"----- 7 -TRAN ON -- V 4720 4720-. 7s•cR WN 7'CROWN 7RMlSIT ON O EAST C Ga NORTH CURB TRANSITION DETAIL T 4725 - - -- � 4725 -- j Vl V lR� 1 �.... c .j'0'h4700 4700 ♦, ,^1oC{� sw,L01 6. VL •. 4 -0 5oa osax _ 4720 i7R�-nti - 1yP 15--I 4725 4 2 �N\o°--- - '4720 -47-25- 4725 SOUTH CURB TRANSITION DETAIL T 7 Y CROWN 75*CROWN _ 75'CROWN TRANSITION 4,15 — -4715 47- '-CRI`''N — - T SInoN- W -4720 - -+7-20 TRANSIT o, SOUTH CURB MAW ATUM ELEV DATUM ELEV N 4690.00 4690.00 N O bgN NQ N FIN n ^N n �� O<�O M � 10 Ni V In t h" aV � FI ^ Ih 0 n� NN ^ FIn ONl� N06 6DOON N N 'N N ronN ^n nV nD On� n tla tl tle tl cY tl tla tl tlY tl tla tl tla tl tl� tl tla tl tl� tl tla tl tla tl tl� tl tla tl tl� tl tla tl tl tl tl tl v� tla tla tla tl ad a tl� tl tla tl tla tl+ tl tla Drawing Date: 1/2/07 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 0+00 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 AB40 CENTERLINE ROAD PLAN AND PROFILE �CENTERLINE ROAD PLAN AND PROFILE SCALE: (1"=50'-0" HORIZONTAL) (1"=5•-0" VERTICAL) AB4.1 SCALE: 0" HORIZONTAL)(1"-5'-0"VERTICAL) F CURB ELEVATION IS 0.06'BELOW CENTERLINE NOTE: TOP BACK OF CURB ELEVATION IS 0.06'BELOW CENTERLINE NOTE: TOP BACK O ALL STATIONS UNLESS NOTED OTHERWISE. FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. FINISHED GRADE AS-BUn T 11L/17/06 #03136 D II I BLOCK 18 /A� 03. L T 1 i LOT 2 1 a 1 i' BLOC O C 3 4 / PROVIDE"BIK IELD/TO 1� I PROVIDE TYANDARO PARKI IMV SIGNS R7-ID)ON w D ( -6)SIGjN Ory� O n ` J •fw PE" R9 fi - -------- --� ----- L- ----- - - • C. BOTH D£OF LAUREL P AY(TYP.) !Y� � " } I C.0.8.STD. G. NO.09810-1 7 1 O a x L- TURN ARROW `, • a 1 I ,- "ONLY SNOW L DELINEATOR (TYP.) Laic Z Par way o // ,' .8•SS x,8•ss - a 0---------- --- -_ ------- PROVIDE"KEE1rRIGFi1`(rt4=7Aj f m N M I -- _-_ ee o 16 _ rWRING err 6 _ t �- -- ------ -------- -- ----- ----- i SPILL n - - mom 6 11 _ + ss1cLL r O �m � IIII I E£P RICHT ^ 8"W N° P wLL Re--' SPYI + _� m 1 " W 16 0 m I O � ` N -_ RK/NG-d:-BIKE • m rr�� _ _ �- - ---- ------ _ `�11 I O r7 �.! -PROVI STANDARD--- -� -- -------- --- o - --- - ' NO PARK G ANYIIMP SICN(R7-1D) L O/� J � F �_E i 7 o AND BIKE E SIGN(R3-i7) r\,/- �, ` BLOCK 17 =_ I Lo a U co m �a T 1 LOT PROVIDE NDABOL WW C a BLO K 19` AND"15 M.P.H.,\13-1)SIGNS L ,V W ROVIDE'BIKE YIELD TO - - C, I PED" (R9 6)SIGN Y K 1 I IE \ t'�1 1 11 °' nN \ 7 rn Z CONTRACTOR NOTE: THE FACE OF ALL CURBING ALONG MEDIANS SHALL y1P� BE PAINTED WITH AN APPROVED YELLOW PAINT �5 Q ,x9`O4�7 PVI STA = 5+00 O 4740 ry PVI ELEV 4725.13 '� a y ry �4 FM STA 2+04.65 s}'Ox PVI ELEV = 4722.96 'tix i K = 0.35 0 A.D. -2.03 80.011, VC K = 49.15 j 4740 a' 100. O' VC x�p��rykti a + O M < Y1 lrTt,1 ✓j O U 4730 F > N e 0.92% M a U + 4730 co a O Y Y .73% o a ?U 4720 C - Z NTERLINE = 0.7 x--- -{ 15N uF-- EXISTIN - ���jj FINISHED GRAD _ 5 -E ' 1. ,6 - _ ----- EXISTING n d �( .0 - a 4720 - - -------- -------- - - - 100' CROWN- �w- -- - - ao + TRANSITION Q O I PN Y A N • n 75' GROWN 471• -4720 _.....__...... _...--- ,e 4 5 - - ¢�' '. loo•cRowN gbh ` �Oti TRAN ITION W 4710 _ N EAST CUR TRANSITION 4 - 75 720 15 - -- 15 r^ -- - VI ON 4700 4 ,725 4720 �a�l,e7% 4720 PY- 4700 .SOX- 100'CROWN TRANSITION --- - M 'E —_ CROWN - 4720 15- 715 h'�I TRANSITION WEST CUR DATU.V ELEV ITION DETAII DATUM ELEV 489500 4690.00 Orn N Ovi rn� m rn al rn< O O Od I1^ 0rnNN � drn O1^0 b O N Ob Op0N N J1 ^ rn d b tl tl tl d tl V P a P V a \ V tl tl a 7 tl d tl d tl tl tl d a tl d a d d tl d Y tl a d a V t< tl K d d a tl d a tl d^� tl d V d a tl d e V d d d tl d ? Drawing Date: 1/2/07 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CENTERLINE ROAD PLAN AND PROFILE AB40 A84.2 SCALE: (1•=50'-0" HORIZONTAL)(1"=5'-0"VERTICAL) NOTE: TOP BACK OF CURB ELEVATION IS 0.06•BELOW CENTERLINE FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. AS-BUMT lLg7/06 NW%SECTION 4 4116 VESTA FERN NELSON \ EXIST G 30' ID p^h MARY THERINEANDERSON-- ELECR,POW L (M E C. BAXTER LIFE ESTATE) SE ENT BENCHMARK: C PROVIDE CITY STANDARD"NO PARKING ANYTIME' PROVIDE CITY STANDARD _ E SIGNS(R7-ID)ON BOTH SIDES OF "NO P - m PROYIBE-A-30� x 30`�FAO END-SI (GN W14-1 ON R OTA-416ES-0�$AR-STREET TYP. INSTALL CITY STAN -AND ) FUTUR CONSTRU N(N P OF PROJE END BAR E PI:OAK STREET c Street COB STD DWG N0. 09810�- COB STD DWG NO.09810-2 _ _ -_ Sheet 12 of 16 x " - K NO PARK/NO •o, x A: 9+44.89 x � mm8 w. m�N no 0 o 0 0 o -- — co INSTALL CITY STAN --.— --- --- - - -------- --- (n �o -- i�� - _ -_ TJ --- - 20' I � FIRE TRUCK ITY STNQARD LOCI � �O ]' PUBttC'A C�, r--- -- --- —I ��-- ---� ---- � �K6I ---- to—t)tilit a5 enT m �79 I AROUND P G. EA EMENT m I ..... .. . 0 Z m " �o s T" BLOCK 1� OCK 19 v � N U m� W All b (72 H U O � HIGH POINT ELEV - 4720.22 HIGH POINT STA = 0+00 rtiG � 0`7' HIGH POINT ELEV = 4718.54 PVI STA = 0+00 F. PVI ELEV = 4720.47 Jx�4k LOW POINT ELEV = 4716.15 HIGH POINT STA = 12+52.67 A.D. _ -1.00 2 O� a PVI ELEV =147109.27 K = 200.00 <65V� x�•d' LOW STA STA 9+36 52.85 i PVI ELEV = 4715.79 4! A.D. = -2.00200.00, VCxh�`M1`1� -A.D. = 1.80 n K = 160.00 --K-_---� T ----— — - 4730 - - --- 320.00' VC O0 00! 198.+ DD W n 1p o^ a ~ a O FUTUI tE CONSTRU CTION m rn n A _ ___ EX STING GRAD ____ -- - FTNTS D GRADE CENTE LINE _ -050% 1 -EX 5 7TNG Gw`D —_-- __-- . ,F — —— 18"x28" AR H CULVERT 4710 low 47 \720o�S (rA1, �1 -15ox0.17C 47 -- ....------- 47 5 DATUM ELEV 4700.00 �N n�0 aD rnn ON Nn �N n ON on �rN on ON an ON an ON n "1 r0 �N rn rn N ,nn O �iD r0 M �� x1 NO N Od N N N O rn n a N �rn .n .< .N rn .n v N rn N 'n O O 1O O o n 01 W Oi a0 Oi co o% moo rn rn m n m^ rn^ rn^ m r rp 'n rp d rG t0 a r0 t0 N rG r0 ��r0 (O 'n t` t` tO ri a0 00 00 a6 c a6 01 pn n an n nn ^n nn nn �n n ^;7 a a a a a a a e a a a a s a < a a a a a < a a a a a a a a a a a a a a a a a Drawing Date: 1/2/07 0+00 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 CENTERLINE ROAD PLAN AND PROFILE AB4.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL) AB40 NOTE: TOP BACK OF CURB ELEVATION TO SOUTH IS 0.06'BELOW CENTERLINE. TOP BACK OF CURB ELEVATION TO NORTH IS 0.06'ABOVE CENTERLINE. SEE DETAIL SHEET 5.0 AS—BiTMT 11.,q7/06 -- L 8 8�14� ALL CONST CTIO SSO TED / B R CREE 0 h/ �M� WITH PHASE 2 S L N DIST RB BA a�^ ZF)57. XTER CREEK. INS L N ES Y (f ROSION CONTROL TO COMP Y WI BENCHMARK: OP 2" ALUMINU CAP. APPLICABLE TS (310, 404, PPP, EEC. ELEVATION - 4718.84 " F U ROAD CONSTRUCTION (NO PART OF T IS P 01- T, r e e t IN TY S N - STA: 1 .48 COB TD D G 810-2 —x x X X x Sheet 13 of 16 x x X x NO PARK! • NO P - Ic, OD o — - — ---- - --------- ---- -- cNv --- -- - - --- ---- ---- -- �Y _ ___ _, B.I - _ r---- -- INSTALL 3U'xS(Y- --- - �\ LOT 1 ------ N m P E9 OSED 6 D END SIGN(W14-1) I I ( 1 -t-m ur,111 y as rnenT yp E A h i I 1 i �) LOT 2 LO OT 4 (3 I / 7,571 sf 7 658 f 7,736 sf CD -.m I x oo Iti`, ," LOT 1 x; u� % ,,, �L CK 33 OT2 m D I III' /l�l ----- — - - - ti BLOCK W BL Cv 19 \V ELr Rl 1� 0W L BENCHMARK: OP SEMENT's / INSTA 71 LF INCLUDES FETSI OF ELE 18"x RCP CH CULVERT A7 1.13% SLOPE INV IN = FUTUR CONSTRU N(N PAR OF PROJE o c k' x x - x X r x xNO f LLI NO PARKING• 0 0 0 — v0 _ -- -24-If 24°�rA. ————— - -to-tJrilify a-FnenT °d o. ST SEWER OUTLET PIPE AT 0. SLOPE TO DAYLIGHT 11 Bhp K 19 OUT CONTROLDETAIL SHEET U5.0 I OT 2 LOT 1 1 - 0,248 s 72,019 sf DET N PO D 1 II P RK 611 [�] VOLUME = 18,3 9 11 1 ,725 sf 11 r BOP = 4713.25 LI TXIS TION 2� TOP = 47 4.75 II II h+y J y � 0 — ------ N -- -- -- — ----- �T� HIGH POINT ELEV - 4718.54 a W HIGH POINT STA 12+52.67 ar0 LOW POINT ELEV = 4717.40 y �� LOW POINT STA = 15+15.66 �a - ~ Y PVI STA - 12+04.67 h o x cx. PVI STA = 15+03.16 �O PVI ELEV 4719.27 PVI ELEV = 4717.18 — .y A.D. _ -2.00 cw 8"SS o _a SS o _ H. A.D. = 1.20 GO n K 160.00 K = 125.00 T 4730— 1 ~ C ti ---- 1�0. VC ---- ----� r------- -� � m•,I, r— --- ----- 320 V --- N� ao o rn F 0' oD f 0 C ' Z x� 4725 — - -U -- - a a �.1+ a 40g 1�'1 oa + 3 SU U N NU U W > m 4720 JQOPy� a 9� V -0. R --- 0. TING GRAD NISHED GRAD CONST UCTION --_ Fy O �� W 4715---- ---- 4720 _-- yam- r� � Pal 0 V1 ���' 4710 - � j POND #1 A GN 4720 , a 720- 59.4 L.F. F 15" -- PVC O 0. Sx 4705 -- -- - 4 --- 4710 4715 -- 4715 N DE AIL DATUX ELEV DA77JM ELEV 4705.00 4700+00 n a s a .._o ri � m 0 W m r m o7 a,of o 90< a asaaN N a -- � vi Drawing Date: 1/2/07 v p a a v v a 0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 0+00 1+00 CENTERLINE ROAD PLAN AND PROFILE OAK STORM AND PROFILE ABC A84.4 SCALE: f,1"=50'-0"HORIZONTAL)(1'=5'-0"VERTICAL) ;P,cLE �)(J.=,�_O. VETICAL) A : (1" R NOTE: TOP BACK OF CURB ELEVATION TO SOUTH IS 0.06' BELOW CENTERLINE. AA� T TOP BACK OF CURB ELEVATION TO NORTH IS 0.06' ABOVE CENTERLINE. AS-BUM 1 SEE DETAIL SHEET 5.0 I1/17/06 #03136 Oak Street — x = r NOx N + ; Ln III I o o � '�� ^��' � IIII T' - w 2 4 S I Sheet 14 of 16 24 IT 2A -- ---- -- — r- --- cl`iNP I 0 [ mm o _ My A EMENT I m I y - --- -------- --- ST 0. S SLOPE OD GHT -o,, QA 7' PUBLIC ACCE�S ��� u m o �� /� — �� I aE Z�II II I EV �l Z 1 /��"� U OUT CONTROL STRUCTURE 11 d a I .0 as BLO K 18 I o o I Q I o DETNL SHEET 5.0 II �w oo d 1 T m a a J I I ; '-a T 3 LOT 2 LOT 1 ,5 . LOT 1 �_ 2 m On b O Ii n l` a w 16,352 sf ~� �� c ID -----�-- -------- —_ _=�L L----- -- 7 sf 17,060 sf I 72,019 sf IIP. o� oo = mgN i -— DET N POND # cl � ^ • VOLUME = 18,399 CF II 1 ^ C 7 v 18 ST o 18 o Ex. 18 sT BOP = 4713.25 W .c V 8"ss o x.e"55 — TOP = 4714.75 I I E` I j " EX.B W I 4720 % J a 20.7....0_ . Saxo - ------ ----- ---- ----- y � - ------------ -------J a= TT T -- ------ -------- -- ----- --- - — —` l' i ®® S _ _ gypj i I z_ 00 in ���{ in N - - 0 .8"s5LL 0 �+._ t16 16 0 L C"' 8•SS .18 ST .H. 00 ^ O • Ln I ® © ■ o LOT 14 LOT 1 ; LOT 5 a F1 �, N Q o IN z3 Oa d y.�o�' a^,�o 9yay�0y xe x�B OFV Oxy 4.FvEi H *0 CAI gl, r 1 A Oa' '9� p px '` � +'4n^���y ,y � 1�ti0�1� w 4.E•�9 ski%S?�A)�S' pO �1 �a /� 4740 O Oy C?`J•00 n k� � ,,,,�������.. r 4 s J x xya G1 51 sew 09 pxh,\�,4,0 v°��F1 tiGJf'x�, cz-i ,n'/,��,GeF ssr !ss(p -- — 4720 FTC P O 4730 l ` _ 92 �?'�,. c� xj 4.. .0 I 4735 �� Q I `�O �� Iy v 4730 g ry0. y 4725 n POND 1 0 24' 2) INSTALL 4'x4'xB' VI n �f F k e�� F RIGID FOAM INSULATION. O ♦ s ,a 3p�C® `EX. SEWER MAIN WATER 0-- - -- - -- -- 41 4725 _- 4720 4720 - - -- -- - - -- - - - 8" MIN Q D G NTERL NE _78X -- --- Q1 A Fit ISH GRADE O Cl - 21 INSTALL 4'x4'x8' 48. L.F. DATUY$LEV _ F 496.8 L.F. OF RIGID FOAM 4705.00 _ - ISTIN 18 INSULATION. 4715 4720 - - --- - SEWER MAIN -�- -t C p 10 .3 L.F. ,c o R P Q O O. OR Q OF 1" C 3 3.9 $"WATER MAIN L. 07 9.0 L. SEWER MAl I TALL 4"x4'�D' O 15" C W 0.50 IN LATIO EX. 6 SEWE MAIN N 4715 - 4710 --- 4710 $"WATER MAIN --- SEW W INS ER SERVICE P.) 8" ATER MAIN 0+00 0+50 1+00 CRO $"WATER MAIN ---- - E .8" SEWER MAIN DATUY ELEV DATUY'ELEV DATUY BLEV /V■�1 470510000 4705.00 00 rnrn oD W W N N N N N N N N N N ON o0 to N O M N O N O O O O o O N N N n n N N N N N 1;�z N N47I0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+00 0+31 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 LONGBOW STORM SEWER PLAN AND PROFILE 2 SAXON STORM SEWER PLAN AND PROFILES F'�I AB4.5 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) AB4.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) Drawing Date: 1/2/07 ABC AS-BUH-T l ivnio6 24" 24` - Y ply nor:n ae ue wl 2, a.n ra na,.r ro. FIRE TRUCK TURN AROUND fWM e.en 1 TOPSOIL ,H 4 TOPSOIL3"R L •) a 'R 4"R 4 ` (TYP) _' 4"R Y' GRADE- 2a SLOPE 2%SLOPE POE Or elaTp 7 s• u�m r stars Yir lesis t.5" VARfFS V PRtE`� 1r ...� 12' OF 6" PIT RUN zs` �g .•�.. a. '. _ •� v �+ �'.. � `p• 6, GRAVEL BASE COARSE Sheet 15 Of 16 1� COMPACTED SUBGRADE O O O O O O O O O O O O O O O v 0 co in CRUSHED GRAVEL 0 0 0 0 C 0 0 0 0 0 0 0 0 o C CRUSHED GRAVEL 0 0"O 0 O O 0 0 0 0 O o � GRAVEL TURN AROUND O O O O O O O O O O O O O O O O O 0 0 0 0 0 O 0 0 O (? O1 BASE - 3" MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 o C'C BASE - r MIN. -� O n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O AB5.0 SCALE: NTS C N SUB-BASE COURSE SUB-BASE COURSE AS REQUIRED AS REQUIRED - (3 COMPACTED SUBGRADE COMPACTED SUBGRADE EASEMENT LOCAL 8 8 EASEMENT n " Wool "On" LINE LINE m action anon conlorm to wction 022J0 M.P.W.S c 1996 ed. C 1. Subgra ti or Does tour a pl,,W iat Mall eonlorm to wc4on 02230 iblin W,Specs.,1996 ea.) 2 Subgraaa or pose hour a amp ( pea ) 2. Contraction joinla shall abeaplacea at 10'Inl,rvab and Moll have a m imam tleplh of 3/4'and min mum width of 1/6. 2. Contraction joint,anallab<aDlacea at 10'intervals and Mall nave o m mum depth or J/4'one min mum.Idtb of 1/9". 30' 30' ❑n-� 3. 1:Y poneion joint al•dal hall bs pbeed of II P.C.a,P.T.o, orb lrawna aM at at mo,than 1300'intervals. The 3. 1yY e,panaion joint lerial n II M placed at all P.C.a,P.T.a, orb,'lams and at not more than'!00'intervals. The < e pension mal,nal anal)eMend Uwough the lull depth or this curb to'g.tiv. a IWnaion malerlal anoli e.lena Ihrougb tM1e cull deptb of the curC and gutter. I• 1 l 5'_ 7.5'_ 15.5' 16.5' _I.7.5' $' 1• � C 4. No curb and gutter shall W pfoced rithout a final form inspection by this City Ergineer or his rsprsesntative. 4. No curb and puller shall be placed xithl.t a final form Inspection by the City Engmeer or hie r,pr ,t,tiw. 5. corwrete•hall w Gla••M-4000. 5. C.-te.hall be ease M-4000. GRADE 1/4"/F'F 3[SLOPE Sx SLOPE 1/4"/FT GNPDE o`a 6. Crosh,d grovel bale el,b meet the rpuirenent,of Section 022M(MM SPECS.1996 ee.) For curb and 6. Crushed grovel Dave moll meal this rsauiremenls or S,clion 01135(MPW SPECS,1996 W.) for curb and V4RlFS VPRtEa' LU gutter rephl-wit project•,washed rock may De wed far the growl bow. 'gutter replacement prai.ate,xoahed rock may be aaea for th.gravel Dane. SIDEWALK SIDEWALK - 3"ASPHALT CONCRETE o CONCRETE_ CURB AND GUTTER DETAIL 2 CONCRETE_ SPILL CURB AND GUTTER DETAIL NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2"MINUS 6"OF 1 1/2"MINUS GRAVEL BASE COURSE AB5.0 SCALE: N1S C.O.B. STD. DWG. NO. 02528-1 B5.0 S ACALE: NITS C.O.B. STD. DWG. NO. 02528-1 GRAVEL BASE COURSE UNDER CURB AND GUTTER 12"OF 6"MINUS PIT RUN SUB-BASE COURSE TENSAR GEOGRID 1100 OR 1300 IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS COMPACTED SUBGRADE "07M 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1. F-I 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. W 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. C=, Frame and co er to be either Caird No. 52441, MCI 305 frame, (TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON r�4] INLET CASTING 305A cover, or IFCO 772 frame, 772-B cober. Covers shall have PROPERTY SIDE OF SIDEWALK) NEENAH R-3087 rr 1" pick holes. OR IFCO 515-7 L h 11 FUT TOP Adjustable rin NOTE:All joints between manhole sections, manhole ring & TYPICAL STREET SECTION W T 12. ma. top eeclion,and around sewer pipe into manhole shall be 6" a' SOUAR watertight.Jointing material sholl be"Rom-Nek" or equal AB5.0 I--1 L oPENINC SCALE: NTS for all joints except between sewer pipe and manhole wall. 2-0" I •. 36" R.C.P. 5"_' 57 6 AST.C-7 4.-U" CLASS 2 Precast reinforced concrete manhole riser and eccentric cone top manufactured in ♦" r Mahole steps at accordance with ASTM designation C-478. EASEMENT LAUREL PARKWAY TLIRNING LANE OR MEDIAN EASEMENT 16" centers LINE LINE (WIDTH VARIES) conk� 45' 1 45' I^^ o 'r Grout invert to apribgline 1• 5' 8' 31' 31, 8' S' 1. o/pipe i qoc ae^rw --` BLOCK OUT FOR pipe and n el n Ap 1/4"/FT 3%SLOPE 3%SLOPE 1 "FT/4 0{tPO 5 W INLET PIPE greater thon I/B. AAy 9 ____ ____ VPR\ D WALK SIDEWALK Pr.-cast Manna flawnn• 3"ASPHALT CONCRETE NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2`MINUS lessees-1 6"OF 1 1 2"MINUS GRAVEL BASE COURSE Ils r / UNDER CURB AND CUTTER s�ll, 4as _ 4m n0. GRAVEL BASE COURSE w Variable aas,., r'1l 9"SUM" t2"OF 6"MINUS PIT RUN SUB-BASE COURSE rT 1 y TENSAR GEOGRID 1100 OR 1300 IN (� 4$ Shelf-abpe 1"per f ACCORDANCE WITH MANUFACTURER'S 8 inward anit.il sw channel aetoil, RECOMMENDATIONS yl 1r 6 for precast ast b se joint (typical COMPACTED SUBGRADE �lor precast Eases - see detail) NOTES. • A 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1. tl 6'PRECAST BASE --_--" 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. O Channel = dia. of pipe 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. -- ♦<'0.0 -- (TOPSOILING&SEEDING ON CUT&FILL AREAS ON PROPERTY SIDE OF SIDEWALK) �+ f r Precast or poured-in-place base. 6 36' STANDARD STORM DRAIN INLET bars - 1'-0 Paged-in-wane box, minimum -- --- ;Y4 " c-c concrete thickness below pipe is A tB5.0 SCALE: NTS C.O.B. STD. DWG. NO. 02721-2, DEC. 1999 inches. Pre inches box, minimum O - 5'-4" tlia. thickness is 6 s.All passe (min.) reinforced as shown. LAUREL PARKWAY STREET SECTION Q R�^,of 5'O SCALE: NTS not. �I Slow al 1'per foo CAanwl to roll r� ip,ce - V 1 NOTE: Storm drain manholes shall eI not have formed channels and the W IFCO/714 OVERFLOW GRATE lowest pipe invert shall be 9" higher EASEMENT EASEMENT �l SLOT WIDTH-10.1" 'pq than bottom of manhole. UNE OAK STREET LINE LEI 30' 3C' RIM EL =4 6.67 BERM 24"OUTLET PIPE , I_ 5'.}. 8' 16' _ 16' 14' F+4 SECTION A-A � / 1/4" v1 A 1 1'/FT _37G SLOP(TO SOUTH) -� 'y TOP POND ELEV=4716.00 BAR/ES V FABRICATED STEEL SANITARY SEWER MANHOLE SIDEWALK PROVIDE SPILL CURB 4'^.ND 12"z16"RECTANGLE 3`ASPHALT CONCRETE /1 INLET GRATE o AB5.0 SCALE: NTS C.O.B. STD. DWG. NO. 02722-1 SURFACE COURSE 3"OF 1 1/2"MINUS IF^1 .Pe1�1 OI GRAVEL BASE COURSE 6"OF 1 SE MINUS GRAVEL BASE COURSE OVER 12"PIT RUN 00 TENSAR GEOGRID 11DO OR 13010 IN ELEV=4714.50 FL OUT-4714.25 i ACCORDANCE NTH MANUFACTURER'S z o1 a RECOMMENDATIONS M 's TO VIDEDITCH RIP RAP ¢ COMPACTED SUBGRADE halaal AT ALL PIPE OUTLETS NOTE IlkTO DITCH SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS w NOTES 90'BEND FLOW DEPTH 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 36"DIA. _7 RESIDENTIAL DRIVEWAY APPROACH. UNDER CURB AND GUTTER 7 r o-,'' EXISTING GRADE EXISTING GRADE 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. _ 44 DIA. 4"THICK PRECAST CONCRETE PROVIDE 6" COMPACTED .. - p;1 3. FERTIUZING AND SEEDING AS PER C.O.B. SPEC.02223. TOPSOIL TO FLOW DEPTH (TOPSOILING&SEEDING ON CUT&FILL AREAS ON Drawing Date: 1/2/07 PROPERTY SIDE OF SIDEWALK) 4. GEOTE%TILE FABRIC WILL BE USED DEPENDING ON SITE 3 POND NO. 1 OUTLET DETAIL 4 D SWALE CROSS SECTION DETAIL , TYPICAL RETENTION POND DETAIL _ CONDITIONS AS REQUIRED BY ENGINEER. 2 AB5.0 SCALE: NTS A85.0 SCALE: NTS AB5.0 SCALE: NTS OAK STREET SECTION B5X, AB5.0 SCALE: NTS AS-BUR T 1V17/06 1 3136 LOT 1 \. '7 BLOCK 34 BLOCK 34 f`a'T' 6I PROVIDE BIKE YIELD TO eyT� 5 1kp�J E1 11 PEE' (R9 6)SIGN OT 1\ s ? d>' `5f I PROND CITY STANDARD 1�U�I Sf l = PEDEST LAN CROSSING' f 18 ` ` :s SIGN(WI 1- N BLOCK 34 Sheet ,6 of 16 "O I I I REMOVE(2)DEAD 6 YELLOW -I END BARRICADES WITH 8 SPAM Ot'PJ mNm 11 PROM AN Ig ITI c RIGHT S (W1 I £LD _ G(]7.13 P7.t5) II (D + OW.• s X,�Wf1 6p (2) DEAD r S»L nellen Driv END BARRICADES \ \ D '`c 1 6 oo _- p I w 1 00 r D �. MI6 U f m 27.1J 17.1 -��_ _ J T-v .y (z7.z3 27.15) I i q B I PROM Cltt ST DARD 1 6 p / � .� B- ` I PROVIDE Cl ANDD EL" S I L P Y7, r - 0)pp )0 2 -§ 8 S OVIDE-BI D TO 3i Glene n Dri e P (R9-6�N I PR VI CITY ANDARD I l SING"PEQES IA STAI A!C a SIG (W 1 ST D PROVIDE CITY �A D TYPE"A PEDESTR ROSSING BLOCK 4 _ -- _-- , PER C.D.B. STD. DWG. .025811--1 PARK 4 b SPAR 4 ,i a °O 4.� GO@' 6' 0� GO ��bbOti10 ra0' bx00 OF 0���0+� Op�Oq?OIL*N Jy'SO,V6Q- r^' POINT ELEV = 4727.32 Q 1F'Q`�y ��.ep `t'p�F,® 0� W POINT STA = 15+64.80 PVI STA 15+50.93,axy0,2, 'L0 PVI ELEV 4727.19 xy0•k1�1^ y�0 9 O O °i CF'� A.D. 1.53 ,. 4 K = 52.25 1g, �,J ry`06��0 7 80.00' vc — O�Oc,��Q�OQ- d`ry`OO P� .C2�O °QFQ^ V 1 O m ~ OHO ,p. yy`y� Oti �� OHO° r��7111 vi Cw1 Iri W ,yx��OpQO ?{OO i�c� Ox � GLENELLEN DRIVE GLENELLEN DRIVE ? �' yry"' N TR N .5 % F��HE0. F T R _- F-1NlSHED- 0.50% FUTUR CONSTRUCT ON 0.50% G0� E Ei(1$f,N -GRADE O Gk1Y`^�l�'1 N� _---- \` NEW 15" x�O06 �, Oy _ STORM SE V. - O FL=4724. 2 10JQ0 FUTU E CULVERT E WATER III MIN. 18" EP. FUTU E CULVERT O�Q 4730 rT/�� INSTALL 41 x4'xB' EST FL=4720.0 V1 I1` OF RIGID-FOAM FL-4720.0JFL=4719.1JINSULATION. EST. FL=4719.91 -- EX. POND #1 39 0 L.F. c.0 L. . 152 LF OF 8' D.I.P. WATER IWN OF 5 PVC OF 16' PVC M ® 0.20% a ®p% WATER MAIN F+�1 DATUM F.LEV DATUM&XV 4710 00 a e N �I: an na rn o m a m vt �- v n rn o ro m o o n n N n^ r N n Y M M Ih I� r r b N ar N] r7 J N N NN NN NN N N N N - n Drawing Date: I/2/07 14+00 15+00 16+00 17+00 14+00 15+00 16+00 17+00 0+00 0+50 1+00 -- -"\GENTERLINE ROAD PLAN AND PROFILE WATER MAIN PLAN AND PROFILE _STORM SEWER PLAN AND PROFILE AB5.1 SCALE: (1"=50'-0" AB5ml HORIZONTAL)(1"=5'-O' VERTICAL) AB5.1 SCALE: (1"=50'-0'HORIZONTAL)(1"=5'-O' VERTICAL) A85.1 SCALE: (1'=50'-0" HORIZONTAL)(1'=5'-0" VERTICAL) NOTE: SEE SPOT ELEVATIONS IN PLAN VIEW FOR TOP BACK OF CURB ELEVATIONS AS-BUR T LlA7/06