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HomeMy WebLinkAboutKagy Garden Subdivision LEGEND `' TgNy MARK A. EXISTING SPOT ELEVATION CHANDLER x(100.00) PROPOSED SPOT ELEVATION No. 9518ES © EXISTING POWER BOX o� REci SrER``"�p?S) ❑T EXISTING TELEPHONE BOX F' /NCR P1�Ox' ❑E EXISTING ELECTRIC BOX ® EXISTING SANITARY SEWER MANHOLE Sheet 1 of 4 EXISTING SANITARY SEWER CLEANOUT V I C I N I TY MAP r; EXISTING FIRE HYDRANT C m N EXISTING WATER VALVE m E, ® EXISTING CURB STOP >2 PROPOSED POWER POLE EXISTING LIGHT POLE DI E ` -0 m GROUNDWATER MONITORING WELL LOCATION C o N PROPOSED SANITARY SEWER MANHOLE a M. O`0 PROPOSED SANITARY SEWER CLEANOUT U1 o D4 PROPOSED WATER VALVE C ® PROPOSED CURB STOP @-a © PROPOSED WATER WELL W vw DRAINAGE DIRECTION z PROPERTY BOUNDARY LINE— — —SURROUNDING PROPERTY LINE SETBACK LINE EASEMENT LINE —xx—EXISTING FENCE oHE EXISTING OVERHEAD ELECTRIC LINE UGE EXISTING UNDERGROUND ELECTRIC LINE cns EXISTING GAS LINE F_+I oHr EXISTING OVERHEAD PHONE LINE [FF�j--JII UGT EXISTING UNDERGROUND PHONE LINE Sr EXISTING STORM SEWER VI w PROPOSED WATER MAIN Ss PROPOSED SANITARY SEWER MAIN IsI UGE EXISTING UNDERGROUND ELECTRIC LINE UGr EXISTING UNDERGROUND PHONE LINE rOl — — —PROPOSED SWALE/RETENTION POND CONTOUR U m PROPOSED CURB AND GUTTER z J BENCHMARK TOP OF 5/8" REBAR W/1 1/2" ALUM. CAP SITE _ (SWART) ELEVATION=4901.58 FEET(NAVD88) LEGAL DESCRIPTION KAGY BLVD. The tract of land shown and described in Book 134, Page 415, and the tract of land shown and described in Book 146, Page 198, according to the plats thereof, on file and of record in the office of the Clerk and Recorder, Gallatin T `� County, Montana, EXCEPT that part conveyed to the State O of Montana for highway right of way on Bargain and Sale Deed recorded on Film 75, Page 2436, and located the 0 Southeast Quarter of Section 18, Township 2 South, Range 6 1 East of P.M.M., City of Bozeman, Gallatin County, Montana �1 GENERAL NOTES \ 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS SIXTH EDITION, APRIL 2010 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, WORKING NOT TO SCALE DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE W PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT ^1 1. AND MATERIALS BY THE ENGINEER. O 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING AND WATER a DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. rT, 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. N 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. O= 8. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. v 9. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 10. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. 11. CURB RETURNS SHALL BE 15' IN RADIUS AS MEASURED FROM TOP BACK OF CURB. 12. CURB STOPS SHALL BE INSTALLED 8' PAST PROPERTY LINE OR EASEMENT LINE. FBI 13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 14. PROPOSED GAS ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. Drawing Date: 02117114 DRAWING LIST C1.0 — WATER & SEWER PLAN & PROFILE (KAGY GARDEN COURT) C2.0 — STREET PLAN AND PROFILE (KAGY GARDEN COURT) C3.0 — DETAIL SHEEP AS CONSTRUCTED COMO 12/23/2013 #12807 Of mo%h'4q N MARK A. d N° ,°h -- _=- CHANDLER - - No. 9518ES -- NW Car. of Property shown on- NW Car. of Propeity v COS in Book 134,.Page 4,'13 - COS in Book 134, Page -:_- lty BENCHMARK: o' I'll 1 BENCHMARK: - t TOP OF J' REBAR W/ % / TOP OF J' REBAR W/ Sheet 2 OF 4 1} ALUM. CAP (SWART) _ _ = 1p 1y" ALUM. CAP (SWART) ELEVATION=4901.58 FEET ELEVATION=4901.58 FEET _ (NAVD88) LOT 1.__ _I_ / /' '' (NAVD88) LOT_1 0 53,910 Sq.Ft. /' 0 53910 Sq.Ft. 1.2376 Acres LOT Qs,. / /�'_ Scale In Feet _ / 1.2376 Acres Qj / / 40 0 40 �}� / / / C 1 15,231 Sq.Ft. / 0 / / L T $ / 12 o 2 0.3497 Acres LOT 3 / f _ } \ -- ,10' UTILITY EASE (YP.,) / / 12,753 Sq.Ft // f -��\ Scale 7n Meters ---- 10' UTILITY EASEMENT (TYP) / 12,753 Sq.Ft. // C - / 02928 Acres 0;2928 Acr % Elevation Datum: NAVD88 SSMH #1 YOB STD IRE NO. 02680- 4919.97 _ RIM: >� INSTALLED FIRE HYDRANT PER \ \ \ / \ 1 / / / \ --_____ \\ \ FL OUT(S)4914.81 4 I A l / / �� v V A / �f BENCHMARK. A / LOT 4 _ BENCHMARK: A TOP OF NEW HYDRANT ARROW BOLT \ \ / 12,485 .Ft TOP OF NEW HYDRANT ARROW BOLT \ / / 12,485 Sq.Ft. ELEVATION=4922.68 \\ \ -- 0.2866 Acres ELEVATION=4922.68 \\ \ i�� -- 0.2866 Acres (NAVD 88) \ \ / �� �\ 1 _ (NAND 88) INSTALLED 6"-45' BEND AND RESTRAINT - INSTALLED 1" WATER _ SERVICES PER COB STD SANITA INSTALLED 4" RY DWG NO. 02660-6 (TYP.)I I 10 UTILITY \ ` = SEWER SERVICES PER COB I f 10 UTILITY EASEMENT --_= STD DWG NO. 02730-2(TYP.) EASEMENT r W LOT 5 _ LOT 5 0 � l q - = 9S \ 1 /// (T1P.) 12,931 Sq-� �WI \ s; 0.2969 Acres 4920__ 1 1+ON /// 0.2969 Acres/\ 4920 1' NO ACCESS / //sp �_a925 ~$TRIP (YP.) �xi0 / \ O_ NO ACCESS $TRIP (TYP,) NWE GAS LINE �_ _ j NWE GAS LINE ' / / �4925 - - r----- SP = _ -� - WE-PAWER-NNF----- �1 e. -- - WE-PAWER-,LI`NIr-----�_- --- _ _-_-_- -- - � --- SAWCUT EXISTING ASPHALT, CURB AND SIDEWALK APPROX. 8' WIDE. BACKFILLED TRENCH WITH ' 0 / ELEVATIOSHRINK N AFTER FI OWABLE FILL OF ASPHIPE ALT ' 5 ND v -ss S GRASS MEDIAN TRIP GC -�02L " _ -sD- - ABED BEDDING. MATCHED EXISTING ASPHALT TH CKNESS - SID sD- - - D�WLTH BITUMINOUS ASPHALT PATCH. -.�- �-ss - -S0 sD GRASS MEDIAN STRI S -SD g so sq sD-SD GRASS MEDIAN STRIP sS-ss�s=-qs GRAB MEDIANTRIP CG��2J��04.(,1e7 r ss-ss -sS �'- s-ss �s=-ss=-ss y4✓ Ie1J 1'C6 S -ssX�ING SEWER MAIN s-ss- --- - SAWCUT EXISTING ASPHALT, CURB AND SIDEWALK �`,APPROX. 8' WIDE. BACKFILLED TRENCH WITH 0+RI :4919. 6 I NON-SHRINK FLOWABLE FILL TO ASPHALT ELEVATION AFTER INSTALLATION OF PIPE AND BEDDING. MATCHED EXISTING ASPHALT THICKNESS ;I FL N (N):1914.161 WITH BITUMINOUS ASPHAIj PATCH. EXI TI 14"`WATER M w FL UT w w 4930- b 20 G4•' OQ-2 /�YV �1 �PQq%1� G'CO rl 492 �+O°�J�Op�O �'+^^^ 925 4930 4930 �1 Gy1� 0 ti x CAI PROPOSE GRADE a .y 492 920 492 EX SSMH 4925 O -- RIM:490.00 19.36 FL IN(N):4914.16 SSMH#1 FL OUT(W):4913.71 STA:1+49.94 FL OUT(S):4914.81 w E ISTING G E PROPOSED GRADE 6.5' INI UM COVER 491 �E:STING Sr NfTARY SEWER 915 492 4920 N EXISTIN 15" ST RM SEWER 1" SERVICES RANCE LM EXI NG GRADE - - 4" SERVICES 18°MINIMUM CLEA � U. 491 THR BLOCK 910 INI M COVER LT RT LT RT 1+55.95 1+21.34 STP r NO 1 1+19.09 0+73.27 1� 1+75.07 1+57.95 491 915 1+32.97 1+25.41 (/�' 185 LF 8"CLASS 51 DIP WATERMAIN 150 LF 8' SDR-35 PVC SANI ARY SEWER MAIN 0.43% 1+44.94 1+73.07 INSULATE W/4'WIDE X 2"THICK RIGID FOAM J INSTALL THRUST BLOCKS AT ALL REDUCERS,TEES,AND EXI NG 15" STORM SEWER BENDS PER COB STD DWG NO.02660 1 CONTRACTOR D NO VERIFY LOCATION APPLI DNON-SHRINK GROUT a EXISTING GRADE BETWEEN PIPES EXISTING GRADE PROPOSED GRATE PROPOSED GRATE 490 905 4910 910 `0 ao co m r'1 N N R M Iq r N OI T m n m a_1 a1 T r < a as as � as as 0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 Drawing Date: 02/17/14 n WATER MAIN PLAN AND PROFILE SEWER MAIN PLAN AND PROFILE AB1.0 SCALE: 1"=40'HORIZONTAL, 1"=4'VERTICAL AB1.0 A S CONSTRUCTED lso SCALE: 1"=40'HORIZONTAL, 1"=4'VERTICAL 12/23/2013 //,2807 11 OF MON4,y C7 a MARK A. CHANDLER j, No. 9518ES 0 5 1,9� RpcI STERE" ?O F'�INEER P1�� Sheet 3 OF 4 LOT 3 12,753 Sq.Ft. c m m o 0.2928 Acres @Nm � LOT 2 , LOT 4 15,231 Sq.Ft. o,T)p 12,485 Sq.Ft. 0.3497 Acres ,5.0' SIDEWALK 0.2866 Acres E r N 7.5' BLVD m' n-0 o .604920. � o r y 'INSTALLED SPILL CURB ON EAST SIDE OF',E Z a N SPO ELEVATION (TYP.) S•I T L 4919.53 O,9 1+i00.00 LOT 1 gF 4920.81 C 9 53,910 Sq.Ft. � �'. �`� W O 1 T _.2376 Acres � �'- �,P Scale In Feet INSTALLED COB STD RECTANGULAR PANACH COURT \ o o a 20 0 20 DRAINAGE CHASE (6E X E MIN.) 3 � SEE DETAIL 6/C3 LO 5 6 0 6 \ (`� 12,931 Sq.Ft. Scale In Meters RETENTION POND1s#1 0.2969 Acres Elevation Datum: NAVD88 % DEPTH=1.5 FEE�f 4918.95 4919.91 I� 4918.75 TOP OF POND=4916.00 49t I 4920— VOLUME=485 CF' � SEE DETAIL 3/ �S �J.77 -� ----- ROAD CROSS SECTION- SEE DETAIL 1/C3 U EN C a92s— ��,� � 823 sq.F Y DRAINAGESWAGE STANDARD CURB AND GUTTER- SEE DETAIL 2/C3 - O 0� 0189 Acre SEE DETIL 4/C3 2 J aa � PROPERTY BOUNDARY w 4918.94 i 4919.90 "9 = PROPERTY BOUNDARY W BOZEMAN CREEK STALLED STOP STREET SIGN SIGN O z 918.38 4919.E EXISTING SIDEWALK o� g q EXISTING IDEWALK EXISTING CURB REMOVED EXI MATCH-EXISTIN^G e G INSTALLED COB ST PEDESTRIAN ATCH EXISTING � i o RAMP W/ WARNING SURFACE. EXISTING ASPHALT PAVEMENT M 'c SEE COB STDoDRAWING NO. URB_CUT 1 66 LF sD _GRASS MEDIAN STRIP S0 D so—Ka Boulevard SID SD SD—SD—5D SD W�TALLLED COB STA REMOV EX TING APPROACH COB STDIDEWALK.SD RASS M N STR� SS 9y B STANDARD INTERSECTION DOUBLE _Ss S< DRAWING NO. 02529,l d—s�—SS�—s5 S, — `� SS S SS SS SS SS— SS \ \ EXISTING ASPHALT PAVEMENT O 492 4925 A STA: 0+00.00 NORTH EDGE OF ASPHALT ILA KAGY BLVD PROPOSED GRADE O 492 ` 920 STA: 1+17. 0 EDGE OF ASPHALT �1 / KAGY GARDEN COURT \ — — EXISTING GRADE EXISTING GRADE PROPOSED GRADE �• ' 491 915 �/ A N m 1� a a s a s 0+00 0+50 1+00 1+50 Drawing Date: 02117114 KAGY GARDEN COURT PLAN AND PROFILE AS CONSTRUCTED CIO AB2.0 SCALE: 1'=20'HORIZOMAL. 1°=2'VERTICAL 12/23/2013 #12807 ROW CUL-DE-SAC ROAD SECTION (WIDTH VARIES) ROW 01 OFvT°"q LINE LINE MARK A. 0 j VARIES VARIES I CHANDLER, No. 9518ES � 0 5' 7.5' VARIES VARIES 7.5' 5' oy9l RFc1eTEa�gyp° 1' 1' F'�INEER Pt� GRADE 1/4"/FT 1-3% SLOPE 1-3% SLOPE 1/4"/FT ORP VARIES s' 1' 5' SIDEWALK TYP.5.5' BOULEVARD 4" CONCRETE SLAB VAR1eS VPR�ES FCO STYLES (SOLID COVER) TRENCH GRATING Sheet 4 of 4 SIDEWALK SIDEWALK Z EXPANSION JOINTS WITH STYLE B FRAME (OR APPROVED EQUAL) S' BITUMINOUS ASPHALT > a N NEW CURB AND GUTTER SURFACE COURSE IS' OF 1 1/2" MINUS o 0 0 NORMAL GUTTER LINE a m GRAVEL BASE COURSE w w a m (OUTLET CHASE ONLY) 6" CRUSHED GRAVEL BASE UNDER CURB AND GUTTER Ea COURSE (1-1/2" MINUS) (n m in 18" GRAVEL SUBBASE (6" MINUS) JOINEXPAT C a FLOW FLOW D "in E ¢ _ ------- I CONCRETE INLET APRON or GEOTEXTILE FABRIC --- -- (INLET CHASE ONLY) o X x v L p�p � O m DROP CURB HEAD BASE COURSE C t CONCRETE CHANNEL NOTES: , SIZE TO BE DETERMINED W iD a NOTES: CONTRACTION JOINTS 1. DIMENSIONS WAND H VARY IFCO STYLES (SOLID COVER) TRENCH GRATING BY ENGINEER BASED ON 25 YEAR EVENT, BUT NO 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 WITH STYLE B FRAME (OR APPROVED EQUAL) 2. SIDEWALK AS PER C.O.B. STD. DWG. 02529-1 1 AND 02529.15. LESS THAN 6" AT CURB OPENING o n EXPANSION JOINTS 2. CONCRETE SHALL BE M-4000 o 0 0 3 FRAME (TOPSIOILING &LIZING DS SEEDING ON SEEDING AS &PER MFILL AREAS CINOR/W) AND 02920. NEW CURB AND GUTTER 4: NOSTALLATIONTREQURES BOLT OCN WN TO PERMIT 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE IFCO STYLE S (SOLID COVER) TRENCH GRATING IFCO STYLE S (SOLID COVER) TRENCH GRATING CONDITIONS AS REQUIRED BY ENGINEER. WITH STYLE B FRAME (OR APPROVED EQUAL) WITH STYLE B FRAME (OR APPROVED EQUAL) 2% EXPANSION JOINT 2% EXPANSION TYPICAL STREET SECTIONS PROVIDE EROSION 4:1 MPX 4,1 MPX JOINT B3. SCALE: NTS CONTROL AS REQ'D FLOWLINE 1.5% MI FLOWLINE 0.5% MIN. �y 24" NEW 5' SIDEWALK INLET CHASE `4" BASE COURSE NEW 5' SIDEWALK OU�LEf CHASE `4" BASE COURSE n CONCRETE STORM DRAINAGE CHASE Y DEPRESS CURB TO THIS 63.0 LINE FOR CURB DROP SCALE: NTS CITY OF BOZEMAN STANDARD DRAWING NO. 02529-14 L < TOP 4"R TO 1'SLOPE ' SLOPE 1.5° I 14 a O O \ O O O O 0000000000000 - 0 O O O O O O O O O O O O O O O O O O O O CRUSHED GRAVEL o 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o From and cover to be either D&L A-1172 ring with 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o A-1178 cover or EJIW 3771 3772 series, or approved BASE 3" MIN o000000000000000000000000000000000000000000 �7„ PP equal. Covers shall have two 1" pick holes. SUB-BASE COURSE AS REQUIRED Adjustable rings, NOTE: All joints between manhole sections, manhole ring & 2" min., 1T max. top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be"Rom-Nek" or equal COMPACTED SUBGRADE for all joints except between sewer pipe and manhole wall. �( 1 NOTES: 2'-0'� 1•-11 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 5., 5" (M.P.W. SPECS., 1996 ED.) 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A 4'-C MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/ti". Precast reinforced concrete manhole riser 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.s, P.T.s,CURB and eccentric cone top manufactured in 24" RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL Mahole steps at accordance with ASTM designation C-478. 9 5„ SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 16" centers 2" DEPRESS CURB TO THIS r ' 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY LINE FOR CURB DROP. I--� THE CITY ENGINEER OR HIS REPRESENTATIVE. 5. CONCRETE SHALL BE CLASS M-4000. Grout invert to epdngline TOPSOIL 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(MPW f 'f between 3"R o pipe ga SPECS, 1996 ED.) FOR CURB AND GUTTER REPLACEMENT PROJECTS,WASHED ROCK pipe and channel' (7vP.) +� 4 R a a• W MAY BE USED FOR THE GRAVEL BASE. greater than 11W. / To 1'SLOPE IO�� 1/Y SLOPE 1.5" / O Pro-�t Flawl nel CONCRETE CURB AND GUTTER DETAIL B3.0 SCALE: NTS Variable �_ w min. O O �8 Shelf-slope CRUSHED GRAVEL O O O O 00000000000 O O W E&d inward channel.See BASE - 3" MIN. O O O O O O O O O O O O 1,r o o channel detail. Flexible gasketed joint (typical O O O O O O O O O O O O O LEI for precast bases - see detail) SUB-BASE COURSE A AS REQUIRED EXISTING GRADE EXISTING GRADE U. Channel =die. of pipe A�V�V�V�V�V�V�V�V�V�V�V�V�V�V�V�V� NOTES: COMPACTED SUBGRADE TF'� A Precast or poured-in-place base. v 105-47 4bars - 1•-O' c-c Poured-in-place base, minimum 1. SUBGCONTRA TI OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 INIMU. SPECS., F9 ' NDTYPICAL RETENTION POND DETAILconcrete thickness below pipe is2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF�' AND die. 8 inches. Precast base, minimum MINIMUM WIDTH OF min. thickness is 6 inches.All bases 3 EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.'S, P.T.'S, CURB RETURNS AND AT NOT MORE 63. SCALE: NTS ( ) . 1"reinforced as shown. THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB ALL SWALES TO BE SLOPED AT 1% TO PONDS Radius of AND GUTTER. manhole 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR UNLESS NOTED OTHERWISE ON PLAN slave at 1"per f..1 HIS REPRESENTATIVE. channel to fall 5. CONCRETE SHALL BE CLASS M-4000 pe depth NOTE: Storm drain manholes shall 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MEW SPECS, 1996 ED.) FOR not have formed channels and the CURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. Mo.of lowest pipe invert shall be 9" higher s pipe than bottom of manhole. n SPILL CURB AND GUTTER DETAIL Drawing Date: 02117114 FLOW DEPTH B3.0 SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 PROVIDE 6" COMPACTED- SECTION A-A TOPSOIL TO FLOW DEPTH 1 g° 5 SANITARY SEWER MANHOLE AS CONSTRUCTED C3m0 AB3.0 SCALE: NTS C.O.B. STD. DWG. N0. 02720-3, REVISED MAR. 2006 �1 SWALE TO POND CROSS SECTION DETAIL 12/23/2013 B3.0 SCALE: NTS #12807