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HomeMy WebLinkAboutMorgan Creek Condominiums MORGAN CREEK CONDOMINIUMS LEGEND DAVID J. CHUCK HINESLEY CRAWFORD GENERAL NOTES Noy ;{NO. 8709PE 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES J BOZEMAN, MONTANA - CURB & GUTTER s•�J��1•$iEn3�`U��. IN WRITING AND IS RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE " �•r FNIM[IERb WAY —. �r o � ' INLET & INLET APRON BEGINNING EXCAVATION. it11 w• •�r�• CULVERT 'MI I u ZZ 2. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES NI I O I —SD— —SD-15" I 'Z, �STORMDRAIN 'A 11 1 F PRIOR TO BEGINNING TRENCH EXCAVATION TO CONFIRM. } ;i II•I Z 0 ELEVATIONS. THE CONTRACTOR SHALL NOTIFY ilo'I p? THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO :� O MANHOLE 1mi I N m I EXCAVATION. I I —S— —S$— SANITARY SEWER 1 o z Z Z Q 3. EXISTING FITTINGS SHOWN ARE BASED ON DATA I .L'Y' 11 ao �i 3 ZgI ,PJ_EM: .T W —W6�. WATER MAIN FURNISHED BY THE OWNER. THE CONTRACTOR IS I J • 8 1 ,.,� s a0�` JX 111 0002 3 4 L7 FIRE HYDRANT JRESPONSIBLE FOR EXCAVATING FITTINGS AND 8LCONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW - ss ILI ►4 •� VALVE 1 I 1 �y aFITTINGS. �= 6 3" 1 1 Z N--- G —G— GAS MAIN Off UI UI v -- _. us�w m m.m 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I I s - - �( " U10l V y --E-- UNDERGROUND ELECTRIC I ANY NECESSARY PERMITS. w—r ■ r _ I I I I T T UNDERGROUND TELEPHONE 10 < z— — — 1w � Q 5. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN I �•. I Ld> _ W OUTSIDE OF SEWER AND WATER MAINS AT CROSSINGS 1 I . >N.m • -CN-- --CN-- UNDERGROUND CABLE T.V. z z p W w j 1 2 7 I PROPERTY LINE w a Q W m ABBREVIATIONS I CK �J N s GUY WIRE & ANCHOR — ( J I I z aw I J I i t N N A LIGHT (LIGHT POLE) l-I I I " W w Z CL e CENTER LINE, PROPERTY LINE 1O•"O09"0 f°" ; 2 PARK • I 5 3 y \'- •L - W I w O F 9 UTILITY POLE �I I I O Y CTV CONCRETE I I I 1 I E- o w CN CABLE TELEVISION � I � � 0 CENTERLINE MONUMENT DI DUCTILE IRON 11 r s 5 ¢ I I O ELEC ELECTRIC 5 ��"m. M CONIFEROUS TREE I I I EXIST, EX EXISTING l _ __ - " FH FIRE HYDRANT I I I - ---- _„—„- FL FLOW LINE owN�r _rM��•o u�r. r�a WIRE FENCE �w w w MH MANHOLE r"9FYO"'"'' I • o CURB STOP z i I � �- sMr m• __ _ �__. __ __._�-_ 9 p W~l~mIII o LF LINEAL FEET CURVE 0)l R RADIUS OF a+l S SANITARY SEWER >m SEWER CLEANOUT STA STATION PROJECT LIMITS jITB TRUST BLOCK TEL TELEPHONE oTYP TYPICAL STREET SIGN a a a3 MAILBOXW WATER ~IIIII O CONTROL POINT 4 7 o BARRIER POST }I}I rl 't mmm • • • PROPERTY PIN © TELEPHONE RISER -- -------- .. © CABLE N RISER a ELECTRICAL BOX a- ® GAS SERVICE GATE Z SITE LOCATION MAP EDGE OF ASPHALT O ----- EDGE OF GRAVEL F: z 0 10 ' 200' 300' I--4 I I 1 1 --4780-- 0 CONTOUR I—7 Q Lv F, U CD S C A L F EXISTING GROUND z O Ld FINISHED GRADE O VICINITY MAP BENCHMARK. Q J z7Z z UTILITY LINE IN PROFILE O z z FIRE HYDRANT 0 NORTH MEADOWS N b DURSTON ROAD &S HUNTERS TWAORNER O C Q Q ARROW CONSTRUCTION BOLT L SUBDIVISION " ELEVATION = 4771.77' W >€ FIRE HYDRANT ON THE NORTH SIDE OF °'""•n VILLARD BETWEEN LOTS 6 AND 7, BLOCK 4. W z Z 0 ARROW CONSTRUCTION BOLT S • ROAD ELEVATION = 4781.73' W Q z NEW FIRE HYDRANT AT SW CORNER W --I - OF LOT 6, BLOCK 4. STA. 4+80. J ARROW CONSTRUCTION BOLT. N I J m I ELEVATION = 4787.93' - -- Q Q BENCHMARKS ARE BASED ON THE T�c m w W m 1 �. CITY OF BOZEMAN DATUM. RECORD DRAWING v z Q4 LLJ w� o c� I i „ iI of J SCHEDULE OF DRAWINGS o 3 ,s, SHEET NUMBER DESCRIPTION U COVER SHEET- VICINITY MAP, GENERAL NOTES AND LEGEND canal cm WATER AND SANITARY SEWER IMPROVEMENTS uMRs Former q, SHEET N0. 2 7 -1. W SHEETS AV RECORD DRAWING Z _ii'IIDAVIDJ Es CRAWFORD '. 50' 100' 150' /��•9 /��9 1 1 1 1 1 1 1 I < WATER SYSTEM NOTES: SC E F 0 50' 100' 150' AL ,(� \ Ca 1. SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. O I I I I I S C A L E NI I \ C"!" /' aZ I rn1 � 1 \ ^� o 2. NEW WATER LINE SHALL HAVE A MINIMUM OF 6V2' OF \ o 1 II I 17-1 COVER, BELOW FINISHED GRADE. EXCEPT WHERE NOTED OTHERWISE. 9G LOCATION OF 3. WATER SERVICES SHALL BE NO CLOSER THAN 18" FROM SERVICE, (TYPICAL) ,�} wl Z Z Z Z 3 ,.. OTHER WATER SERVICES, ALONG THE MAIN. m(1] 2 w Q SEWER SYSTEM NOTES: Ci _ (� a J INSTALL 4" SERVICE �I 4. ALL WATER SERVICES ARE 1112" IN SIZE AND PLACED - \ m U- ON EXISTING 8" LINE AT STATIONS NOTED, AND ONLY TO THE EASEMENT LINE. - l I I I � 1. ALL SERVICES ARE 4" PVC - SDR 35, PLACED AT (SADDLE TYPE) 1 \ ;S I I I Q W STATIONS NOTED. 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY 1} Er1 I I x z (L N - / VALVE &BOX, DRAIN GRAVEL, AND CONCRETE THRUST 3 jj, Uj I I Z N �1 C�UI O J BLOCK SEE CONST. STD. N0. 02718-4 (TAP EXISTING MAIN) I 1 �oloj U Y 2. EACH SEWER SERVICE CONNECTS TO MAIN WITH A ( ) I i" SEPARATE WYE. NO TEES OR DOUBLE WYES WILL Z 6. ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO - MI I I I BE ALLOWED. J I _- 1 CONST. STD. NO. 02718-1. `- I (� Z 3. THERE ARE 9 SEWER SERVICES, 3 LEFT, 6 RIGHT. Q Z 7. ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO +41 I I I w r,r^��.,/ /� i i CONST. STD. N0. 02713-1. 13 I STA 7+69, REMOVE TB &6" 3 0 it Q W 0 O �"'" /-'1!„ �O^V PLUG. CONNECT TO EXISTING X w a W m 8. THERE ARE 11 WATER SERVICES, 7 RIGHT, 4 LEFT. `,' ^ [V_t^` I 6" DI PIPE. APPROXIMATELY p m a Z I 1„v.( G i+00 38 LF OF EXISTING 6" PIPE 01 J 1 MUST BEDEWATERD, RE- 3 CHLORINATED AND PRESSURE � i � Z �W _ BACK TO VALVE. Ll L___________________________ I L_______________-____-______ _ Q , 60 00" . i �60 00' _____________________________� I _ W O I___ _______________ i T___ T__________-_ 3 go I [� U N 8' STUB 15' WIDE DRAINAGE AND UTILITY EASEMENT Ti T , 8" STUB T a1 I ' 15' WIDE DRAINAGE AND UTILITY EASEMENT -:I Ti 1 I I ELJ ' 1 ' 1 --� i � I I iLLJ STA 5+96, CLEANOUT w' $ i I N U)L + m � z_au0oilaw0ol w SEWER PLAN' WATER PLAN/6 m �90 0I En�m1 1 13 f 1 4 6 I 11 1'. TYP. 4 w 11', nP. a}} 4 F ' 1 �.l , LLI90' 6-O" ' w �I 15'-0" o o1 o1 13 _____________ 2+00 3+00 'o 4+00 +34 3 =- a 3 rrl I ---- --- ------ -- ----2- = 37 3+00 +52 4+DO 0� 1 --- .,----- ------ --- -------------- --- �I I +83 -- + - - ------ - t97 S +N-------5 t___ S S - ------------ 1 �' W W - + I I --- ---------------- I m COm m I I- ---- S ---- S 7 srA,5 I +t8 I ++3p ---------------- - - - +01, M.H. N0. 1 i 30' WIDE DRAINAGE CURB STA 5+00, 6" GATE VALVE 30' WIDE DRAINAGE I ' LOCATION OF I ` W/VALVE BOX &CONC TB AND UTILITY EASEMENTSERVICE I , AND UTILITY EASEMENT STA 1+03. CONNECT TO (YRPICAL) 1 NEW HYDRANT AT STA. 4+80 SYA 4+90, 90'BEND LLJ °J EXISTING 8" STUB ; STA 1+06, REMOVE TB &6" PLUG. CONNECT ARROW BOLT = 4787.93' d1'CONC. TB ' I I VALVE ®OX &TO EXIST, 6- OI PIPE CONCRETE 6- GATE VALVE THRUST BLOCK. 7 STA 4+80, 6"6" TEE, z - 3 HYDRANTPASSEMBLY LL_I S� -� THE CHYDRATNBT SHALL BE a PROTECTED BY CURBING V) Q (SEE SITE PLAN). FIRE TRUCK ACCESS IS TO SOUTH. FACE LIJ 4790 - ---- 4790 ` HYDRANT SOUTH. LLJ / \ 4i90 E 1 EXCAVATION TYPE 1 XCAVATION - ~I- TYPE A BACKFILL z O I RIM 4785.45 TYPE A BACKFILL I-I Q LLJ = PROPOSED I RIM = 4784.30 PRO FINISHED GRADE DOSED FINISH D GRADE O Q 0 478', 4785 1- EXISTING GROUND - --__ -- - 47$5 Q z � J EXISTING ROUND _ -_ ? z LLJ O Q Q 4780 Z 4780 4780 1.43% - - 4780 Z (� PIPE, Q —cc 1.04% 95 SpR835 L 4775 i w z PIPE. SDR 35 4775 4775 - ........._ — a W Q O - o 398 LF. 8" a= - ST . 1+06 TO +69 a 4775 x r- E63 LF 6" PIE _ (, 1yJ -' 2 w CLASS 51 D 0 N Q Ld z m 4770 4770 0 _...__.. w w m w - __ w 4770 z m W TTQ� W � �I T <e Ief- ,^� 1 11 II II z f'V ,n o OI Z- o 0 o 0 m 4/6` + + + 4765 4765 �� - _..._. + + O V I + 4765 0 N I T m a w 4760 _ _._...... __ L._ ! i I 4760 J 1+00 2+00 3+00 4+00 5+00 3+00 4+00 5+00 6+00 7+00 > SEWER PROFILE WATER PROFILE SHEET No. B9723-2.DW SHEETS