Loading...
HomeMy WebLinkAbout003_C1.1-PHIV CIVIL_01-28-19 "MIN.OF BITUMINOUSASPHALT RESERVED i -' -• LE MUTCD R7-8 PARKING / � k// Q Q �x R \ - FOUNEND W/1 1/4 INCH PLASTIC CAP(MARKED"GASTON") a�t�N TA/�q�d oDODOD D oho°so{of@o�o � o�00000 00000 2'x,6") I ,b a \ -a T w ® ' i a Y\ PROPERTY LINE Matterman 0 0 0 0 0 0 ADJOININGPROPERNLINE Cotterman i i i /n� i /9j9Z \\ --- -------EASEMENT LINE 15873ES 6" EXISTING MAJOR CONTOUR LINE �'�' 7vCEN5E0 yJ EXISTING MINOR CONTOUR LINE C/jvF PLO (v COMPACTED SUBGRADE 4MTXOUi PERM (9 _ ___ EXISTING FENCE LINE INSTALL GEOTEXTILE FABRIC ANDIOR GEOGRID IF SOFT 2"x2"xi/B"SQUARE STEEL TUBE ✓ \ -� FOR DIRE EA E MENT -- ------EXISTING CURB AND GUTTER SET IN 18"OF CONCRETE(TYP.) x SUBGRADE CONDITIONS ARE ENCOUNTERED. i " i x y• B PUBLIC UTILITIES -- -------PROPOSED CURB AND GUTTER 1 TYPI ALA PHALT RSECION ` 0 20 40 '" SCALE:NB 72"FROM BOTTOM \ - T5 *t UNDERGROUND CABLE N LINE OF SIGN TO GROUND CABLE N BOX �2�HANDICAP PARKING SIGN ' - r TSCALE IN CONTOUR NiI =1 FOOT S UNDERGROUND COMMUNICATIONS LINE 5.4"(0.45') Ci. S�GACI`-RTS` 7S O j tt y\ S © COMMUNICATIONS BOX I 9,500 SQ.FT.FOOTPRINT ���1 �: l/ --. --.--+.-UNDERGROUND TELEPHONE LINE 24" - F.F.ELEV=97.94 XJJ�� i ] i /9J30J ' j.,��, �' \\ 4\ T❑ TELEPHONE BOX 9.5" S \S OVERHEAD ELECTRIC P ER , t � x 2• x L------ /9 t `� ELECTRIC POWER BOX (96561 'y7l ❑ DRAINAGE 8 ----- �_ \\\ S-UNDERGROUND ELECTRIC POWER 4„ TOPSOIL .3„R_ ' T / 9 1301 �/ 11(9 Y t �y r UNDERGROUND GAS L(TVP) 4.5 i 314"PER V SLOPE , t p r-, 12" POWER POLE ///\ n i O`�ys� X p WATER VALVE POWER w j �_: r�kkt� %\ " ° i PROPOSED STORM WATER t O V // x '• e - \\I �C; ZJ FIRE HYDRANT I 6" i RETENTION POND. y\yj,"'° Qlt ].5" / i i (PHASE 4) -WATER MAIN 4 VOLUME-4,600 CU FT,DEPTH-1.0 i\' "FIRE SERVICE LINE O P ELEV=9 DE LO.P ELEV=94.60 4:1 SIDE SLOPES -+w +w +w-WATER SERVICE LINE s +zss io SANITARY SEWER MAIN O O O O O O O O O O O O O O O O i ' / � li -. --.. CRUSHED GRAVEL `, \\' y\ �ss�-ss ss Q O O O O O O O O O O O O O O O O / i I -- SANITARY SEWER SERVICE P-1 BASE-3"MIN. O O O O O O O O O O O O O O O O O O O O O O O96.93) � x \ t $$~ SANITARY SEWER MANHOLE r� \\` IPRAP SWALEB -:s srr-+rs�:xs v SUB-BASE COURSE j s t\ •t\ ttCHANNEL ENTRIES \ STORM DRAIN CULVERT F7-1 AS REQUIRED HBO '9l \ E.......- / (9]. I C � GRATED INLET x % ].28) 9j TRAFFIC SIGN W vvvvvvvvvvvvvvvw�wvvvvvvvvvvvvvvvvvv; � s / �----�o W x(70.00) PROPO ED SPOTLELEVATION COMPACTEDSUBGRADE \�� ,I / ♦ 7-7 \\t x\ + � \ PROPOSED DRAINAGE DIRECTION 0.51, 1 5 3/4 e \�' / 8.39 % \ //\ • PROPOSED STORM DRAIN INLET 1 ~ x b °ear ss-ra�-ss i f 314"PER 1'SLOPE �,314' LOPE � \ / ( Z_= EXISTING STORM WATER BASIN 1a"PER ViSl noE� ' 9l.] ''� ♦.♦ s77 _ �6 b \\ /' 97.62° ]02, 959 \ n�t '.J' L 9' � ♦♦ "i � m0 \ �ns'Ti ' �, �O1. .. 96.02) 6.53) x`xx� \4\ 030 PROPOSED STREET LIGHT DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB �'w `x 1♦ Sn W(6 f +`� i.?�\ /L\INSTALLVWID \ \\ PROPOSED SEWER CLEANOUT Ja y NOTES. �, '98.] ���'/�� � � /,.;si ♦ 0 CURB CUT 1 1.Subgrade or base ceuree compaction shall conform to section 02230(M P W Specs 1996 ad.) `� sh� \\ (98.4] . i✓ ♦♦♦ \ ° 6.42) \N FL=96.07 2.CoMrection)Dints shall be placed at 10 ntervals and shall have a.1.1.u.depth of 3/4 and m n mum width of 1/8". �,• ♦ - �:i'•t ♦ \ �' 0, 1 nf/�// ya�j,f/ ♦ /.•. .p (98.30 3.1/2'expans on joint maler al shall be placetl at all PC.s,PTs,curb retains antl at not more than 300'ntervals.The �S�/ w L` �(•� I o. +�+ EXISTING BILL ARC expans on material shall extend through the full depth of the curb and gutter. L`6 `s S \ // ,a� / 8.15) / ( (98.30 (984 (D t (TO REMAIN / \ \ 4.No curb antl gutter shall be place tl without e final form inspection by the City Engineer or his representative. S _ 5.Concrete shall be Class 1100. \\""y Ott 9/ \ Q O �9e.BzA \ INSTALL SWALE @ 1%SLOPE 0 6.Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS,1996 ad.)For curb and t * $ •� x gutter replacement projects,washed rock may be used for the gravel base. .N t \ + j' \ \\ 0 t CONCRETE CURB&GUTTER DETAIL - t LL �,-'' C SCALE'NTS (98.2 ].]5) BLOCK 2 (9,7 (9&3 126,585 SQ FT •- - RAMP SIDEWALK DOWN H A LE FETE SIDEWALK WITH CONTRACTION `, t 1 r I A TO O HATCH ASPHALT ACCESS \\ + t \`. 2.906 ACRES r96.B v SSPACEDAT 5'INTERVALSAND � 'SION JOINTS AT 25'INTERVALS. \ xx LL \\t LL 6.90f .00' SPECIFIEDI ASPHALTIEDI NT 2%SLOPE \ \\�. �^ • /°'ss 7 �1 (AS (984 \ 4 i SLOPE AWAY FROM CURB Y \\`.] • \_ ''' ss�°� \\ `� W .]6) hoe + 0000 00000000000 000 0`' 301`1 MINUS CRUSHED GRAVEL DYED x +,`. NEW4 SEL WINE ER O 0 0 o n n n n n n n n000 : \ SERVICE JAIN �B SEE NPICALASPHALT CROSS SECTION DETAIL \ x\ S +,`, 0 �y CONCRETEJOINTINGREQUIREMENTS ' ' Di 1. Extend lsolaton to nls thefQLJepth of concrete antl fill using 1/2 thick,preformed joint filler.Place isolation \ I +'• �/0 1a pp fonts where concrete abuts exstng concrete or fixed structure.Form Isoleton joints around all \ x\ TEMPORAR + \�_ 6.50' appurtenances such as manholes util ty poles etc.ex[end'ng''to and through the concrete Place Isolation + CONSTRUCTIO .LL ss s- / 26' ,N j,^" fonts at radius points junctions with existing concrete pposaoora expansion loins in \ DUMPSTER I 'S �\ �� y+j`^a' (97.6 and opposite t t adjacent \ + concrete 2 Install mid joints at unions of censecuthi pours Assure the cold joint Is vertical,the full depth of concrete, \ \ "��,�LI... � `. \ \\ \•_ ,+f µ - ) e "y\ Z U �p and tooled to a 1/4-nchradius ,CONNECTTO�j(I$TIN • P g FIRESERVICELINE /'µ 9].49 \� 2216 Boothill Court M 3 Dwtlesdewalkinto sections using contraction joins,formed by a jointing tool or other approved methods + 5EWER5ERNICC$$E + \2W '1"WATER SERVICE ) (A8'f8 py z Extend she contraction joints into the concrete for at least one-fourth its depth and make the joints I O z I--1 approxmately 1/8-Inch coda Unless otherwise directed,space contraction joints at maximum I0footntervals \ x+, �`� ��" ,' FITNESS FACILITY _ F, a � or a distance equal to the sidewalk width whichever Is less In continuous s dewalk runs install expansion ' a + " t e \ joints at the location of a regular contraction joint,ifthedstance between expansion joints does not exceed 25 \ 2 IDE PUBLIC' �`, y - �'h- �o (9 0 �9' Q' (9e.o I' �" 26,287 SQ. FT. FOOTPRINT r�, ~ feet. TIL+ EASEMEN .h \ - Ze _ - W F o TS A[IEATCURB WALK DETAIL + q o \\\\ o �/ ' -� ) aµaGKla i (��%' a F.F. ELEV=98.84 W rU - + 00 Dir SIDEWALK DEPRESSED TO PAVEMENT t t ELEVATION.INSTALL DETECTABLE +' • !\ \ ` WARNING STRIPS FULL WIDTH PER ADAAG.. 8 � 9 � w STREET VISION °T , 1 005 / tp � �� ^ ;4 IN e° TRIANGLE \ / r 1--I INSTALLNON-RESIDENTIAL x ` ��, /T fjl - + , J 1`9 O E. I""I RAMPS S BE CO STRUUM I SLOPE. LANDING Y DIRECTH TION SLOPE � + / RAMPS TO BE CONSTRUCTED WITH OF 2%ANY DIRECTION AND DRIVEWAY APPROACH PER " + COB STD DWG NO.02529-12 ` " ` "\\\'- \ Fta \ .es T l Iz Iz O DETECTABLE WARNING SURFACES � MIN.CLEAR LENGTH OF 3' , ' \ , \" 8 NSTALL HANDICAP 'max �/ I--I(SEE DETAIL 2) ld + '; PARKING SIGN; p COMPLYING WITH ADAAG. , .µ gg ig � 8 + W /t�O II 98U8? l y� ($\\E DETAIL2 ,.'op (9834 ,`�CCVII I--1 5 HANDICAPACCESSIBLE RAMP \ \ °�� ' ' •C~. x 9z .(98. 98 -`°` 7.00' 1., ® ( E-I , 'CA EXISTING :NTS DRIVEWAY .' yea H 1\ n .03'-'- - INSTALLSWAL @ /SLO CV + + \, E 1 o ...\PEA A^ r 1 \ + ++ + ( `' ++ \ "-'max• 99 16 � ��1 v PARKLAND STATEMENT x � ,• oa --VA � '� �� THIS ISA COMMERCIAL PROJECT WITH NO RESIDENTIAL COMPONENTS.PARKLAND \ + \L� 33 `- • tl �',,\ j- y 45 l \.\+, tt �,/ DEDICATION IS NOT REQUIRED. x AFFORDABLE HOUSING STATEMENT 351 p'6 20 WIDE PUBLIC aJ - UTILITY EASMENT co THIS PROJECT DOES NOT INCLUDE RESIDENTIAL COMPONENT AND IS NOT PROPOSED AS AN AFFORDABLE HOUSING PROJECTAS DEFINED IN CHAPTER 38, ARTICLE 34 OF THE BOZEMAN MUNICIPAL CODE. \ + 5 x + \ / '/�a O GENERAL NOTES .06 : \ " '\�' \` �, 00 LOT 4, BLOCK 2 w 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL2010AND CITY OF BOZEMAN \+ " < ''\\,e MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. + xx•'. 9\l `.\ \ LEWIS & CLARK 1-y 3. TYPE,OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. ++ T,\��.. +\ v IL n IL n REV. DATE 4. TRENCH ALLATI NSHALL SANITAE TYPE RY FOR ALL SEWERAREASTOBE PAVED. \ +\ ,& \+ �t LL y i COMMERCIAL SUBDIVISION 1 1s5/4 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE \ t! Rli/1 \7 V \7 I V $ RESPONSIBILITY OF THE DEVELOPER. \ \ 4 0052 -- 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY + M8 OFT HE DEVELOPER °yam Is / 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN PER CITY \ x v \'(101 ).fir =" M-1 ZONING I N G OF BOZEMAN REQUIRMENTS \ ;3 +I +4 \. 0016) /' DRAWING DATE: S. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR SEWER SERVICE. S g fi00.67 1 ZO 1L� 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALLAPPLICABLE SAFETY \ °4 y 'N REQUIREMENTS. § 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS, SHEET TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALL AND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT ++ xx SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. ADA CERTIFICATION 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINA LOCATIONS WITH UTILITY PROVIDERS. DESIGNATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND ACCESSIBLE ROUTES SHOWN L \ ++ " \ +� \ xx 12. DRV UTILITIESANDASSOCIATED STRUCTURES SHALL BE LOCATED MINIMUM OF IO-FEET FROM PROPOSED WATER AND SEWER HEREON HAVE BEEN DESIGNED IN ACCORDANCE WITH THE"2010ADA STANDARDS FORACCESSIBLE DESIGN". + \° , _ MAINSAND SERVICES. + 13. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR SNOW STORAGE AND REMOVAL.SNOW FROM MAJOR STORM EVENTS SHALL BE TRUCKED OFF SITE TO AN APPROPRIATE FACILITY. #18076