Loading...
HomeMy WebLinkAboutAlder_Creek_Subdivision_Ph5 COS NO. 792 q SxNs LEGEND 1 Bon Ton Inc. of Billings 110 I'm 843 MARK A. x100.00 EXISTING SPOT ELEVATION CHANDLER x(100.00) PROPOSED SPOT ELEVATION 10'UTILITY EASMENT(TYR) No. 951BES © EXISTING POWER BOX x- ---x---- ----x- - 5y-9 gFCISTER��p?� QT EXISTING TELEPHONE BOX I — — OE EXISTING ELECTRIC BOX EXISTING SANITARY SEWER MANHOLE ° EXISTING SANITARY SEWER CLEANOUT FOPEN SPACE LOT 5 LOT 4 '/ /L/SOT 3 Sheet 1 Of 8 18,499 Sq.Ft. LOCK 20 m E EXISTING FIRE HYDRANT I` CO: E EXISTING WATER VALVE I m m v 1 TIUTY EASMENT(TYR) m°7 ® EXISTING CURB STOP — EXISTING POWER POLE T E c Ea� � ono =� EXISTING LIGHT POLE �a"ss W��°sSl ' 6�rhs���6 W a"ss 6 W a"ss 6 W � ® NEW SANITARY SEWER MANHOLE tD o 3 a m u �a NEW WATER VALVE ® NEW CURB STOP _ _ F F s ® NEW STORM SEWER CURB INLET ExISTING 30'PUBLIC STREET F 20 W0 m �n DRAINAGE DIRECTION DOC. NO.LITv-EASEMENT... LOT 38 LOT 1 4,613 Sq.Ft. LOT 30 PROPERTY BOUNDARY LINE --------- m 0 2 LOT 37 I 3 L-------- : a SURROUNDING PROPERTY LINE LOT 2 SETBACK LINE 3,560 Sq.Ft. 110'UTILITY __ LOT 29 s o m — — —EASEMENT LINE °' LOT 36 IEASMEN LOT. 3 —xx—EXISTING FENCE 3,556 Sq.Ft. --- _ OFF EXISTING OVERHEAD ELECTRIC LINE ----- UGE EXISTING UNDERGROUND ELECTRIC LINE LOT 35 LOT 4 W LOT 28 GAS EXISTING GAS LINE 3,553 sq.Ft. I ________ -------- OFT EXISTING OVERHEAD PHONE LINE 3 LOT 34 LOT 5 I LOT 27 UGT EXISTING UNDERGROUND PHONE LINE 3,549 Sq.Ft. — 4"Ss —NEW 4" SANITARY SEWER SERVICE s••ss NEW 8" SANITARY SEWER MAIN LOT 33 LOT 6 1 r a REMAINDER NW 1/4, SW 1/4, 3,545 Sq.Ft. I I LOT 26 - —NEW STORMWATER SWALE PM INVESTMENTS, LLC. ________ sT NEW STORM SEWER DOC. N0. 2255302 LOT 32 LOT 7 r- a - - NEW SWALE/RETENTION POND CONTOUR 4,403 Sq.Ft. 93-188 -- — 1 LOT 25 ------ NEW CURB AND GUTTER 3,536 Sq.Ft. LOT 8 O — ----- 1 LOT 24CO LOT 30 T-L0T 9 3,532 Sq.Ft. 9 OT 1 0" LOT 23� II x ` n'Ft. C ----- ----�1 DRAWING LIST CD ��h�! �I O AB1.0 - OVERALL AS-BUILT SITE PLAN Z <.^?$ LQT 11LL 1 LOT 22O AB2.0 - SANITARY SEWER PLAN & PROFILE M AB3.0 - SOUTH 15TH AVENUE WATER MAIN PLAN & PROFILE Z 9 L --- -'I;_ � m AB3.1 - BROOKDALE DRIVE & ALDER CREEK DRIVE WATER MAIN PLAN & PROFILE O ilk AB4.0 - SOUTH 15TH AVENUE ROAD CENTERLINE & STORM SEWER A-B PLAN & PROFILE _�� AB4.1 - BROOKDALE DRIVE & ALDER CREEK DRIVE ROAD CENTERLINE & STORM SEWER C-D PLAN & PROFILE N �I `I' 3 I~ AB5.0 - DETAILS - L 7 1'r AB6.0 - PRIVATE UTILITY PLAN 4, .Ft. Q,'I LOT 12 c LOT 21 _ L-------� z II L + 26 LOT-13n a BENCHMARK I Ft ———— LOT 20 TOP OF HYDRANT ARROW BOLT AT INTERSECTION OF O LOT 25 LOT 14 3,507 Sq.FL -------- O SOUTH 15TH AVENUE AND BROOKDALE DRIVE ELEVATION = 4967.02 FEET(COB) LOT 15 01 01 LOT 19 30'WIDE PUBLIC STREET AND LOT 24 LEGAL DESCRIPTION m 3,504 Sq.Ft. - -------- UTILITY EASEMENT BEING PROVIDED L_______ - BY ADJACENT PROPERTY OWNER ALDER CREEK SUBDIVISION - PHASE 5 AS PRIOR TO CONSTRUCTION LOT 23 SHOWN ON PLAT J-479 LOCATED IN NE 1/4 3,500 Sq.Ft. LOT 1 6 a LOT 18 OF THE SW 1/4 , SEC. 25, T. 2 S., R. 5 E. OF P.M.M., GALLATIN COUNTY, MONTANA --------- LOT 22 LOT 17 1 0 °J 3,496 Sq.Ft. L-------- =n LOT 17 LOT 21 LOT 18 3 L 3,492 Sq.Ft. L-- LOT 20 "LOwT�l O L4,616 Sq.Ft. ._J 20 LOT 19 3�" L--- --- w tH e 3v ssWlt/�V e W s"ss s'°sS — w B(OCK� 14 U �m I LOT 7 LOT 6 i LOT 5 j LOT 4 j LOT 3 j 11.317 Sq.Ft. I I I I W I I I N I 10' TILITY EASMENT�TYP) COUN Y ZONING A S SE 1/4, SW 1/4 Drawing Date: 0711012015 Marcia Lee Tolstedt, Peter L. Christian, Stephen A. Christian, Ann T. Slater, Jon W. Tanner Scale In Feet — 171 Fm 3972 80-358 60 0 60 �I A B 1.0 6 Scale In meters 18 OVERALL PLAN AS-BUILT: 0 7/10/2 015 AB1.0 SCALE: 1"=60' #11490AB ARK .6 II O O O O O O O O I O O O O O O 1 O I O CHANDLER CHANDLER J J J J J J J I J J J J J J J bbb o 2�+ 0 I No. 951BES t 3 I 9FGISTER� O 1t � I N — Sheet 2 of 8 ro k 3 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS S8"SS ��y8"SS 8"SS 8"55 8"SS 8"SS LOT cJ O a" S 8"w e"w 8"w a"w a"w a"w a"wV �7t.1s3k' a.'w a"w a"w a'E9�� O j m E OPEN SPACE _ � 8 18,499 Sq.Ft. } ED N°^1 c� I---T---r--J---T---1 -F---r---1---T r —1 r---I---T---r--J---T---1 2 � 3 * !!c4 LO 2 LO E N r- '�d- Ln �D o0 m 1 0 I N I rn I Ln co I r I o0 1 0-) O I 0) m o O J J J J J J J O J J 1 0 rF- - o Jm IIII IIII H ~OH Nq jI ~� ------~—�^— ---- I 4 �F`wOnJ J J J J J J J L I`y°0� kLd" 1F ___L OL_ J---L----LL L_ J---1 I---L I---o R 38 U e 0 LOT 14,613 Sq.Ft. I L Z NC h N N N N NNNI r N H OOO' O' OaOaOoO1OONO' ON0IOoOoOSO O _j M 1 9 f O 2 +00L — os� 1V c q�- y o s s "ss a^ssa e"ss "ss s� s � a 8..w B••W 8 W ^wX Scale In Feet Scale In Feet NOTES: 50 0 50 50 0 50 1. SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. QI 2. SANITARY SERVICE CROSSING NOT SHOWN FOR CLARITY. MAINTAIN 6" 15 0 15 15 0 15 VERTICAL CLEARANCE FROM MAINS. 3. STATIONING FOLLOWS CENTERLINE OF ROAD. Scale In Meters Scale In Meters , `V v , 411 Py �` rTl eoQ�P�•k �+y��P��.P� ti w ti o��e�° c� a ,eryry\ 6h , �y�G h y/ 9y CIO tiy�' s969y��o0 � o°96N9�^ oa ayy �n ay h�byo o� y., yip Gw O 4980� 4980 �y 4"SEWER SERVICES LT RT O NEW FINISHED GRADE 2+317 1+ 5.17 2+69.17 3+ .05 3+3737.05 4970 4970 3+71.05 O .05 4+ 33 4+81 33 81.34 NEW FINISHED GRADE __-. 5+ .33 FTl 5+ .33 F+) 6+1849.33 __ .33 rTl ------ ___ 7 3062 fi+96.33 w hh MM 145 -__-_ R_ C ® + .33 2 STORM SEWER _ ------ 1.00X 7+64.33 ____ 7+9898.33 -__-- - 8+32.33 35 PVC SS® .75X _ 393'LF 8" DR-35 PVC S ®0.60X 8+66.33 4960 4960 (MIN.) NEW WA R MAIN ---_-- 1"WATER ERVICE(TYP) NOT SHO FOR CLARITY ER EXISTING 84 LF 8" TION SDR- 5 PVC MAINTAIN "SS®0 401% FROM SANITARY RY SEWER M IN 4950 4950 - I Issue Date: 07110/2015 26+00 25+00 24+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 BROO 2 SANITARY KSEWER PLAN AND PROFILE SOUTH 16TN AVE �� ■O n n SANITARY SEWER PLAN AND PROFILE A O SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL A82.0 SCALE: 1"=50' HORIZONTAL, 1" =5'VERTICAL AS-BUILT: 0 7/10/2 015 #11490AB k 3 8"sso 8"ss 8"ss 8"ss 8"ss 8"ss 8"ss s"ss /��s"�ss� �jy8"ss 8"ss 8"ss 8"ss o8"ss 3 II � � ANsc 01 II HOUQdN 8"wN 8"w_ 8�"II w- 8"w�p II �8"w II p08-"w 8"�Jw I CM�INF�KDR LPA T___7_ r___T No. 951B E� S r___1___T r T r � 'IlFgFe15TV O Ln I Qo I I- I 00 I 0-) O Sheet 3 0 �m o"8 O O O O O O O J O O O O O O O O O O JJJ J � 'E r= 1----- 1---L O J 2Ew e I— I— — � — 21 rn� N LL 4 NMIZ M M N N N N C4 N4 1N4 N [ wm I I ooI o�oM � o o� � oM s° � ~ o^ o e 0,2 o. o. o. o. oa M onoo°e oa on� � � W J 0 2 In oJ.i J JM J j 1 1 L +00 I I I I I I J2 w 0 I— —1- -4 4 — — + — —I ac�ra pQ pQ 8"S5? 8"SS 8"S 8"SS 8"S "SS 8"SSA+ 'S 8"SS+ 8"SSy __ 2 .. .. .. .. .. 8.. &. ..W °iWX A•wX a � � O Scale In Feet py 50 0 50 15 0 15 [7]� Scale In Meters � �! O �6 6GP V Jy 66 'Ct• 4.G �� JP 4.� ��P� GO� �� �pP Jy�6G0 W �y p`6 o�`,P'�. � � y$ Ph- Fy ��Qy Q�ye •d• � e ti �,P. .�2•�o' 0 Q� 000 " ,� vN 6. 0 �• y pOyPp a'8 P ,�.f� ,�.�ro�Goy yo'Qayyo yy��ti c P� ��o ° 6yyyNyy, y1 GP O pP Q c� b• GP y O P J Q- + P n '%� �•P p`�' Q. .� p. h 0 •P P?Py,o `�• a y' � yy PF" \yy� yy +� Q.�'ati yo'® y GP y`' GQ y`' P.�` "h 0 G•P'°�°pyQO y. O y yI PQ ^,�. ,%0. �p � 0+0 ,^• y,G �• 0��QP Otiyd'� 9y�'`Q�y� 0+0 Gb• �G N•y,p yy y�Q ,y. °O•P�$`'y{'.Ci` G d ,`Pv' '�,p X`o' ,p ^0' ` oQ 4,''y Ox yC �Q d°[�.ab 2G ,e9 ,Xy e •Xy c3' y� S! �p 60`Vy�P y P2•C Q\may yP�O. �Gy1�• �yjJQ' �oy1�• 4980 O x NEW FINISHED GRADE 1"WATER SERVICES A LT RT 1+98.17 4970 2+ �yLI 2+0571 3+ .0 O 395 3+73.05 3+11. 4+11.17 FL=7.77 4+49.33 4+83.33 17 _ .33 FL-65.77 — 5+5+56.33 w hhMVMM =66.05 18 ICON. 6+25.33 CLEARANCE 6+64.33 ------ 8" SANITARY -------- SEWER 6+98.33 TILE IRON PIPE 7+66.33 4960 LASS 51 DU ______-- ------ 62.0 �62.22 SANITARY S ER 7+66.33 --- 8+ .33 34 T l 8+34.33 v 8+74.33 57.21 Sr FL=6.96 FL=54.89 A 4950 a a a a 1 1 a < < < a a < + a < < < a < Issue Date: 0711012015 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 SOUTH 15TH AVE WATER MAIN PLAN AND PROFILE A B 3■0 AB3.0 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL AS-BUILT: 0 7/10/2 015 #11490AB LOT 23 LOT 16 ' d 3,500 Sq.Ft. o MARK A. --=T _______ ---------J CHANDLER No. 951BES I - - - - r LOT 22 LOT 17 5 y9� �FGIST ERFOO --3,496 Sq.Ft LOT 5 LOT 21 LOT 18 OPEN SPACE 3,492 Sq.Ft. I Sheet 4 of 8 I 18,499 Sq.Ft. ______J __________— I I � m� LOT 20 E — — — — — — 4s,s sq.Ft- � 20 l LOT 19 rn.� v m L — _ ------ `aD II E N 7 O + /--V67SV bb'-bd-V6l'85 �'vS/Fr + A W 5 55 ` E m° N N N O O (0 0 N LOT 38 20 LOT 1 N 4,613 Sq.Ft. W o`a777 U�Iq h Scale In Feet Scale In Feet w 50 0 50 50 0 50 A a 15 0 15 15 0 15 A Scale In Meters Scale In Meters OO h+l O O OJ by�.00. ,`0 .• G � y`�OPq O�Pq� ye,�2•�00 GOO 20 6 6 •P P�Py O oPyGgyQ�� Q�?�e' 0 apt c�`'�'��e`��+ �2`'?�Y•c otio t� ° .� ��� hQ•GPI �� O� ,,`I• GR'O O• 0 }` yh• �� 0• 0h Oh^ tih ry�. u x 4980 4980 0 1� NEW NISHED GRADE 1 �4970 4970 65 0' 8 EXISTING CLAS 51 8^WATER MAN DUCT VI NEW FINISHED GRADE IRON PE 20" STORM SEWER O FL=66.19 rTl FL=66.05 � ►+y FL 65.99 11F1 4960 4980 FL=56.96 EXISTING 8'W TER MAIN 64 OF 8 CLASS 51 FL=56.80 ON LE IRPIPE FL=S 1.29 A 4950 4950 a N a a o 16 n n n m n n n n n n a a a a < a e a a e Issue Date: 0711012015 26+00 25+00 24+00 27+00 26+00 25+00 24+00 BROOKDALE WATER MAIN E PLAN AND PROFILE 2 WATER RMAIN CREEK DRIVE AND PROFILE A B 3■1 AR3.1 SCALE: 1°=50'HOR2.-AL, Y =5'VERTICAL AB3.1 SCALE: V=50' HORIZONTAL, 1" =5'VERTICAL AS-BUILT: 0 7/10/2 015 #11490AB OF Mole- I �I aD MARK A. d J 4 o CHANDLER r I---T---r-- 1---T---I -F---r---1---7 r 24 I 3 No. 9518ES I I I I I I I I I I I I I I I I I I I I I I LC) o � y9! �FGISTeR�°��'� N 7 I Ln CD r, o 0-) 1 C) 1 cN I r) I -t- I I_n I (_0 I r 1 00 1 0-) O J J ~ ~ ~ ~ ~ — { O O O O O O O O O + w J _ � J j J J J O O 1 O 1 O 1 O 1 0 1 O 1 O 1 O 1 O ________ Sheet 5 of 8 J J J J J J J J J J J Q0 I ti 9 C:E ---J---L------ ---L---1----1---L--J---L----L-J---- -- --- ------ ---L-------� I : 2s o O J I w A teuI � v QLL I + + I I I —4 CL P In r "'N rn-' ao r co 'III Cn t � .g.0rco Lo - '04 ' r to 7 n o PO C14 C14 C14 C14 C14 NZ 'Ld 2 N - I O O O O O O O nOOo Oe I OI O �O O O� Q� I I I I _j _J J> _ _ _j J I L 26 00 - - - - — _ L —I v O O O O O O O O 5,.@� 55.. .. ..8 .. .. 4P .. SS..6� 55„8 SS.. 55„8 SS.. 55„8 SS..9� SS+ 99 „p 55„9 X M X X4X x- X X�X X ^x X a Scale In Feet 50 0 50 z ,s o ,s V Scale In Meters f� O0O � p., �JG•°� �� Opp G�� GQ' e°ti��° BoG2a�� B0P9k^ry BPS 9y^° kB�a°��° h+i k° F � Py\2kbti6 h�69 .y^• 0JB k°k9 O rj&r,O��J B 4g F. 100.00' VC 0 4� 4970 O�v 4980 + �I II 306% 5 6'LONG CMP II II 1�1 W 4960 FLARED END SECTION 4970 F J ^rT, LTV BOTTOM OF POND 33 L.F.OF 17 ELEVATION 4958.50' PVC®0.30% 23 LF.OF 15 PVC 0 0 357 4950 4960 W A v 0+00 1+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 SOUTH 15TH AVE Isaue Date: 0711012015 STORM SEWER A-B PLAN AND PROFILE ROAD CENTERLINE PLAN AND PROFILE AB4.0 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL AB4.0 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL B4. AS-BUILT: 07/10/2015 #11490AB OF Mole- oD MARK A 6 . CHANDLER No. 951BES oy9� RFGI STERF° O Sheet 6 of 8 C: E LOT 21 LOT 18 m C OPEN SPACE OT 5 LO m --4q.Ft. w 18 Sq.Ft. L_ ----� �t 3 o LOT 20 m a 3 no 4,616 Sq.Ft-.J 20 LOT 19 6 r II -------L--- II mmm � N C a N .., L m p NT N A c II � U y N F_ LOT 38 20 I LOT 1 i o� N 3 4,613 Sq.It. I I m T T LOT 7 LOT 6 LOT 5 L LOo Sg37 LOT 2 I 1 3n sq.Ft. oZj 0 Scale In Feet Scale In Feet ^J 50 0 50 50 0 50 WUW EEEWWW��� 15 0 15 15 0 15 9:4 U Scale In Meters Scale In Meters 8 0 J� 9� �•l JF' G�°�O P 11 a°kyay° lbPeQe- o� m Jg a °az JQe °r py you �ti 0 �IV °� w ry0o a9^ G G 0 3•' 4.i ` °y. god �� y, ii 0 zo OPT N a 0 4980 N 4970 4970 - - - Y A -0.509 4970 O 1.509, rw 6'L NG CMP L. OF 18" 4960 FLAR D END SECTION 4960 pVC O O• rTl 33 L.F.OF 20" W n PVC O 2.0% BOTTOM OF POND (iu� 30 LF.OF 20" ELEVATION 956.50' L.—T WATER MAIN F. PVC 3.9X F.L.=56.96 4960 T l 0+00 1+00 26+00 25+00 24+00 26+00 25+00 24+00 BROOMALE DRIVE ALDER CREEK OWE STORM SEWER C-D PLAN AND PROFILE ROAD CENTERLINE PLAN AND PROFILE ROAD CENTERLINE PLAN AND PROFILE AB4.1 SCALE: 1"=50'HORIZONTAL, 1" =5'VERTICAL AB4.1 SCALE: 1"=50' HORIZONTAL, 1" =5'VERTICAL AB4.1 SCALE: 1"=50' HORIZONTAL, 1" =5'VERTICAL Issue Date: 07110/2015 AB4.1 AS-BUILT: 07/10/2015 #11490AB AS-BUILT: 07/10/2015 s.4' (o.as) oD MARK A. 2a CHANDLER No. 951BES 2• y. oy9l gFGISTERV��0 F(0Ep 75'(LOCAL STREETS) 100'(COLLECTOR STREETS) 4 TOPSOILY _5 150'(ARTERIAL STREETS) Sheet 7 Of 8 L cTYP•) 3 4 TO PER 1'SLOPE vexu6� tY I Omm8 e C � 7.s• 5,ox, ________ NDTE m m 3 I SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS _C m A Tim_ 0 0 0 o SECTION A-A O O O O O O O O O O O O O O O O Nrs EXISTING GRADE EXISTING GRADE E? CRUSHED GRAVEL O O O O O O O O O O O O O O O 4.1 o o O O O O O O O O O O O O O O O O (0 m BASE E Y MIN. O O O O O O O O O O O O O O O _- O O O O O O O O O O O O O O O O U In• SUB-BASE COURSE 1iCATRANSORSIOCROWNM '°" TYPICAL RETENTION POND DETAIL M °c AS REQUIREDTYPL m 01 m TO 1.5%CROWN (TYP.) C a m AB5.0 SCALE: NTS � .� EF TwwsmoN C COMPACTED SUBGRADE m o a Wc 4 3 4' EASEMENT h EASEMENT LOCAL STREETS LINE �3 C PER 1'SLOPE �3 4' PER 1'SLOPE 1�11' S A A LINE TYPI INTERSECTING 30' � 30' - 5' 7.5' 16.5' 16.5' 1 7.5' 5' DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIANRAMPS SPILL CURB OP ADf �1/4"/FT 3R SLOPE 3%SLOPE 1/4/Fr� pPOE vARInaLE V AD SIDEWALK SURFACE COURSE SIDEWALK JPIZIFS TRANsmoN NOTES: S' ASPHALT CONCRETE 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.,1996 ED.) NEW CURB AND GUTTER 3" OF 1 1/2' MINUS 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4 AND MINIMUM 6' OF 1 1/2" MINUS GRAVEL BASE COURSE WIDTH OF 1/tr. GRAVEL BASE COURSE UNDER CURB AND GUTTER 3. 1/Y EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S,P.T.S.CUR 100'B RErURNS AND AT NOT MORE THAN 300' TYPICALL 3.0% 3'� 12' OF 6" MINUS PIT RUN SUB-BASE COURS INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. A C FROM.0 CROWN L 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS TO 1.5R CROWN (TYP.) APPROVED NON-WOVEN GEOTEXTILE FABRIC REPRESENTATIVE. COMPACTED SUBGRADE AW 5. CONCRETE SHALL BE CUSS M-4000. / 1 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPW SPECS,2003 ED.) FOR CURB AND PLAN VIEW NOTES: 1�1 GUTTER REPLACEMENT PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1. 2. SIDEWALK AS PER C.O.B.STD. DWG.02529-10 AND 02529-11. 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 (TOPSOILING&SEEDING ON CUT& FILL AREAS ON STANDARD DRAWING NONE CURB & GUTTER Revised PROPERTY SIDE OF SIDEWALK) Mar. 2006 CONCRETE CURB AND GUTTER DETAIL (2)TYPICAL STREET INTERSECTION TRANSITION DETAIL r TYPICAL LOCAL STREET SECTION AB5.0 SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 AB5.0 SCALE: 1"=50' AB5.0 SCALE: NTS , V FRAME AND COVER TO BE Ell D&L 11172 RING WITH 1111 COVER, INLET CASTING 7, EJIW 3771/3772 SERIES,OR APPROVED EQUAL BAD FNjEIENAH13Rp-3o0117-E r COVERS SHALL HAVE 7W0 1'PICK HOLES. CURS •,d•a• K .. RZI?R 2047E OR ..i D&L 1-3517 PT 'ti ?. Y:•' � w NOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING& B ADJUSTABLE RINGS, w Y MIN.,1Y MAX. TOP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE _;S t .'f, WATERTI JOINTING MATERIAL SHALL BE"RAM-NEK OR EQUAL DOWEL WITHR AR �N2fp11 N0. N -� � FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. RB S CLEAR C '?• `5� 1 e }' :•' PRECAST CONCRETE, M-3000 OR C-3000 5• Y O A zF uAx. A :.i. 4'-0 5'X 5' ' PRECAST REINFORCED CONCRETE MANHOLE RISER u I� • 1:20 � mp,) • 1lr CENTERS ACCORDANCE WITH ASTM DESIGNATION C-478. ^ SIDEWALK 5'SIDEWALK N0.4 BARS AT 17 CENTERS HOLE STEPS A•". AND ECCENTRIC CONE TOP MANUFACTURED IN IANDING m r-. `• 4 ADn MAX..SPACED EQUALLY GROUT INVERT TO P BET LINE O 8L`ALG t' •••• • .1 ^L' OF PIPE IF GAP CHANNEL IS DOWEL r&'o y.'��';!i'.'..'N r':,. '•� Y ;;' PIPE AND THAN IS .. ,.. GREATER THAN 1/6'. `. x 5 1/2'BLVD.(TYP.) (TYP.) rMIN P -CAST CHANNEL ///I1111///►►► 1r�. �_:r. FLOWUNE W h 6'THICK 4 I "• ;`r]' II/'�. ONCRETE SURFACE FRONT VIEW ^ ''� EXPANSION - VAR LE : SHELF-SLOPE 1•PER •i,a4,44.. O RAMPS TO BE C NSTRUCTED WTTH DETECTABLE �� FLOW LINE • TOWARD CHANNEL.SEE a••;;�,;j!.��k: WARNING SURFACES COMPLYING W_ADMG JOINT 4' MINIMUM,T MAXIMUM OPENING ?', CHANNEL DETAIL •t `•` COVERING THE ENTIRE WIDTH OF THE RAMP§. w ONE CORNER OF THE DETECTABLE WARNING MUST BE cc�� '*" rT, WITHIN Sr OF GUTER FLOW LINE;NO OTHER POINT STORM DRAIN INLET 5/11 SMOOTH ROD FLEXIBLE GASKEIED JOINT(TYPICAL W (TYPIGL ) ENTERED IN OPENING FOR PRECAST BASES-SEE DEAL ON THE LEADING EDGE OF THE DETECTABLE WARNING LOCATION C� E a IO (EXCEPT FOR EJIW 7030) N MAY BE MORE THAN s'FROM THE FLOW DIVE. �' A ) �pppNINFFpp�E CONCRETE IN RAMPS AIR{ �'' 1•MAX OFFSET ALLOWED FOR M PM FlBERM Hx6 A RATE E 1 1E loe./C.Y. CASTING HACK PIECE ADJUSTMENT h�M OR WITH 6><6><10 GAUGE WIFE MESH i, I CHANNEL=DA,OF PIP TOP OF CURB W TRANSITION TO NORMAL SIDEWALK ,'.,�.. .,t_S ,':��•�.k.�. .':'t•'•'�. ,.• W/ ELEVATION. DISTANCE VARIES. SIDEWALK '•- VARIABLE PRECAST OR POURED-IN-PLACE BASE. 1, /4 BARS-1'-0'C-C POURED-IN-PUCE BASE,MINIMUM T l CONCRETE THICKNESS BELOW PIPE IS v FLOW DIVE SECTION B-B •` "R. 5' 1?DIA.� B INCHES.PRECAST BASE,MINIMUM NO UP �' �x vAx. J NO SCALE (MIN.) REIINFORRCCED AS SHOWN.IS 6 INCHES.ALL 845E5 I �gr,�..�.r••T : I •N STANDARD r: RADIUS OF CURB SECTION :* CURB AND GUTTER TO BE WARPED MANHOLE 3'G VEL ^ TO MATCH IN. SLGPE AT P PER BASE 1 1 (TYP.) "I CHVINEL 10 SECTION A-A \.. BLOCK OUT FOR/ '' >•' DMINERs"LL PRowDE ADDITIONAL PAL PE GEP H .i'�'...'; �:,.? ..•'.r:•i: DESIGN DETAILS TO FIT SPECIFIC NO SCALE OUTLET PIPE CONDITIONS. NOTE:STORM DRAIN MANHOLES SHALL 1Y RCP(Typ.) ,:,,t.�' � NOT HAVE FORMED CHANNELS AND THE SECTION C-C DIA.0 y� LOWEST PIPE INVERT SHALL BE 9'HIGHER CONSTRUCTION NOTES: NO SCALE S PIPE •" THAN BOTTOM OF MANHOLE. 1. STANDARD APPLIES TO NEW CONSTRUCTION WITH MAX.CURB R=15',AND MIN.5.5'BOULEVARDS. •:•"�,"�;!K-:7 2. RAMP AND CURB CAN BE POURED MONOUIHICALLY. 3. SIORM UPON CITY DRAIN ENGINEER'S AL HE ROYAL NSTRUCTED UPSTREW OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY SIDE VIEW W •} Issue Date: 07/10/2015 4. RAMP WIDTH SHALL BE 5'MINIMUM. 3EC1'lON A-A 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2X. BOULEVARD SIDEWALK NO. 02529-8 CITY DRAWING STANDARD DRAWING STANDARD DRAWING OF BOZEMAN SCALE: PERPENDICULAR CITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720-1A CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 AS SHOWN PEDESTRIAN RAMP NOV. 1995 NONE STORM DRAIN INLET Dec. 2003 NONE STORM DRAIN MANHOLE DEC. 2003 STAND (15'MAX.RADIUS/5.5'MIN.BOULEVARD) R.I..d April 2006 Rev MAR 2006 Rev. Mar 2006 B 5■ PEDESTRIAN RAMP n STORM DRAIN INLET SANITARY SEWER MANHOLE AB5.0 SCALE:HIS C.O.B.STD.DWG.No.02529-8(APRIL 2006) AB5.0 SCALE: NTS C.O.B.STD.DWG.No.02720-1A(MARCH 2O06) AB5.0 SCALE: NTS C.O.B. STD. DWG. N0. 02720-3(MARCH 2O06) #11490AB ALDER CREEK SUBDIVISION - PHASE 5 n� � ANgc oD MARK A 6 . CHANDLER No. 9518ES 5 y9� GIST F�p2� III INSTALL 0 FEET OF Sheet 8 of 8 r DIA CONDUIT TO PROP LINE INSTALL W OF r DIA.PE GAS � o E MAIN.CONNECT TO 6'DIA GAS Y R L O C K 20 3 MAIN WITH 6*xr HIGH VOLUME m m TAP. INSTALL r CAP AT END OF MAIN U45TALL 1/GAL FRD4W E IN DF.CASHIELD 4W LUNI NAIRE STREET LIGHT MOUNTED 24 HIGH 7G LZ LTT fJ c� gXT(}3-PH]UNCT E 0 INSTALL 6'DIA CAP m a m Em `m E c SLOT 38� 0 1Ilr LOT 30 INSTALL 9W OF r DIA.PE GAS a,s13 FED,AND(2)10 rn° r MAIN.CONNECT TO 6'DIA GAS —————— a MAIN WITH 6'xr HIGH VOLUME 3 # PRIMARY 1N T _________I W TAP. INSTALL r W AT MAIN 3,560 Sq.Jt.- - WOT 2--- LOT 29 OF 4 E TO 3,556 S� 501N�� "' -OF#35� LOT 28 LOT �' TO LO �4 FI>D.1 3,553 Sq. Ft ————— LOT 34 LOT 5 LOT 27 3,549 Sq. Ft al SEC-p}�7��(��-7�7�� — LV V REMAINDER NW 1/4, SW 1/4, 45 Sq FRIMI IN r D� LOT 26 PM INVESTMENTS, LLC. - - -2W DOC. NO. 2255302 LOT sq LOT 7 7, 93-188 LOT 25 LOT 31 � LOT 8 3- -q. Fe- LOT 24C.0 � LOT 30 __�____-_i I ' Q ----9 D TH av�z�w LOT 23Y DECASHIELD 400 LUAmQ�E SI1tEET 8 -6------' LOT 22 � 1 LIGHT MOUNT 29 HIGH a' T � J 1 o II m N r------- -- IN W L T 2W LOT 21 z II ' 1 I 3 2F F1E�T,►N17 0 LOT 25 LOT 14 1 - LOT 20 O U 3,507 Sq. Ft, Ng ALL Y52,25KVA,1- _ _____ LOT 24 MOUNT Wi(2)10 & LOT 19 O x 3,504 Sq. Ft DU OF#SE UTf TX)SEC.FED., II________� 3,500 Sq. Ft. AIL#2AL r D 18 TD-Y9.�- 22 LOT 17 3,496 Sq. i--1 —————— ALL Y51 25KVA 1 LOT 17 LOT 21 OUNT Wi(2)10 &79 3,492 Sq. Ft. OF#350 TRIFLLEX 3 L DECASEMD 400 LUM NAIRE STREET —————— UIT TO SEC.PED. LIGHT MOUNTED 29 HIGH 20 ILOT 16 >f1 L4,616 Sit. LOT 19 6b _ sEc T Ar>_n II INSTALL rxrxr TEE I YA i-m I nINcr ON INSTALL 115 FEET OFlo �,^^ ^ r DIA U1T TO FfRW LINE !�I —————-- —- ——J—————— -—— I 0 40• s0' 1 20• Northlestern nergy N,tikkire mz S C A L E 0m": wfIssue Date: 0711012015 A-Bullingt. _ 5824631 PRIVATE UTILITY PLAN AB5.0 SCALE:MS B 6■ AS-BUILT: 07/10/2015 #11490AB