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Home My WebLink About20111111 Ver 1_Site Plan_20110105Construction Plans Allenbrook/Westridge Storm Water w 114 101 go] 0 0 swell] li 000 1111 kv, H, I I to] 11603 THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL AND TRANSVERSE GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT ELEVATION, UNLESS OTHERWISE NOTED. DRIVEWAYS AND SIDEWALKS: PROPOSED DRIVEWAY ENTRANCE DIMENSIONS SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL FIELD VERIFY. CONCRETE DRIVEWAY REPLACEMENT SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: • CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI) • ASPHALT - (COMMERCIAL) TWO INCH SF9.5B COURSE AND FOUR INCH 119.013 INTERMEDIATE COURSE - (RESIDENTIAL) TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE BASE (ABC) COURSE • GRAVEL - SIX INCH INCIDENTAL STONE SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY STD. NO. 10.22. LIMITS OF DRIVEWAY AND SIDEWALK REPLACEMENT SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL MINIMIZE DISTURBANCE DURING CONSTRUCTION AND REPLACE ONLY AREAS DAMAGED DURING CONSTRUCTION. DRAINAGE STRUCTURES: GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES; WEEPHOLES SHOULD BE ON 8' CENTER WITH A MINIMUM OF 1 WEEPHOLE PER WALL. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/#78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS 111, UNLESS OTHERWISE NOTED. UTILITIES: UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER UTILITIES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS ARE TO BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE ANY RELOCATION WORK WITH VARIOUS UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAY OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. THE CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE, CONSTRUCTION MANAGER, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONSTRUCTION MANAGER CAN BE CONTACTED AT THE LOCATION OR NUMBER LISTED BELOW: MR. GARY STANSBURY 600 EAST FOURTH STREET CHARLOTTE, NC 28202-2844 PHONE: 704-336-2667 FOR THE LOCATIONS OF EXISTING UTILITIES CONTACT NORTH CAROLINA ONE -CALL @ 0 1 -800-632-4949. FOR LOCATION OF UTILITIES WHOSE SERVICE PROVIDER IS NOT A MEMBER OF NORTH 0 CAROLINA ONE -CALL, CONTACT THE SERVICE PROVIDER'S PROJECT MANAGER. CABLE TV SERVICE: TIME WARNER MAINTAINS CABLE TV SERVICE WITHIN THE NEIGHBORHOODS. SHOULD THE CONTRACTOR DAMAGE ANY CABLE TV SERVICE LINES, CONTACT TIME WARNER CABLE MR. BRADLEY SWAINGER PHONE: 704-378-2927 4606 MARGARET WALLACE ROAD MATTHEWS, NC 28105 ELECTRIC SERVICE: DUKE POWER OWNS AND MAINTAINS ELECTRIC SERVICE TO THE NEIGHBORHOODS. THE CONTRACTOR SHALL COORDINATE SERVICE DISCONNECTIONS WITH THE CONTACT FOUR WEEKS PRIOR TO CONSTRUCTION. SHOULD THE CONTRACTOR DAMAGE ANY ELECTRIC SERVICE OR NEED A POLE TO BE BRACED, CONTACT DUKE ENERGY COMPANY MR. DUSTIN HULLETTE 6325 WILKINSON BOULEVARD CHARLOTTE, NC 28214 NATURAL GAS: ALL GAS LINES WILL BE RELOCATED BY PIEDMONT NATURAL GAS. A REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING ANY CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. PIEDMONT NATURAL GAS COMPANY REPRESENTATIVE MS. RENE LEWIS PHONE: 704-587-6943 4301 YANCEY ROAD CHARLOTTE, NC 28217 TELEPHONE SERVICE: AT&T TELEPHONE MAINTAINS BOTH OVERHEAD AND UNDERGROUND SERVICE IN THE PROJECT AREA. SHOULD THE CONTRACTOR DAMAGE ANY AT&T SERVICE LINES, CONTACT TELICS - AT&T TELEPHONE MR. DWIGHT JACKSON PHONE: 704-424-1559 4100 SOUTH STREAM BOULEVARD, ROOM 340 CHARLOTTE, NC 28217 WATER AND SEWER: 1. THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES 2. EXISTING WATER AND SEWER SERVICE IS OWNED AND MAINTAINED BY CHARLOTTE- MECKLENBURG UTILITIES (CMU). THE CONTRACTOR IS TO NOTIFY CMU 72 HOURS PRIOR TO BEGINNING WORK. FOR LOCATION OF EXISTING WATER AND SANITARY SEWER LINES AND TO NOTIFY CMU THAT CONSTRUCTION IS TO BEGIN, THE CONTRACTOR IS TO CONTACT CMU AT THE FOLLOWING NUMBER: 704-391-5150 OR EMAIL MR. BILL DEAL AT WDEAL@CI.CHARLOTTE.NC.US 3. THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO MAINTAIN EXISTING SANITARY SEWER AND WATER SERVICE AT ALL TIMES. PLANNED INTERRUPTIONS IN SERVICE IS TO BE 4. SHOULD ANY SANITARY SEWER FORCE MAINS BE ENCOUNTERED DURING THE CONSTRUCTION, THE CONTRACTOR SHALL STOP EXCAVATION IN THE AREA AND IMMEDIATELY NOTIFY THE CMU SEWER DEPARTMENT AT 704-357-6064. 5. CONTRACTOR IS PROHIBITED FROM VEHICLE/EQUIPMENT TRAVEL ON TOP OF AND PARALLEL TO EXISTING SANITARY SEWER. PARALLEL TRAFFIC TO MAINTAIN 10 FEET OF SEPARATION FROM SEWER CENTERLINE, UNLESS OTHERWISE DIRECTED. CROSSING OF SEWER TO BE AT 90' ANGLE USING PROTECTIVE PLATING MINIMUM 5 FEET EACH SIDE OF SEWER CENTERLINE FOR WIDTH OF TRAVEL. EXISTING SANITARY SEWER AND WATER LINE: THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY. SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. MAIL BOXES: THE CONTRACTOR SHALL RELOCATE MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE. FENCES: THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. FENCES THAT ARE SHOWN TO BE REMOVED AND RESET THAT WERE WITHIN THE R/W SHALL BE RESET OUTSIDE R/W, AS DIRECTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE WITH INSPECTOR FOR LOCATION OF TEMPORARY PET CONTAINMENT FENCE. PET CONTAINMENT SHALL BE 4 FEET CHAINLINK FENCE UNLESS OTHERWISE SPECIFIED. TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD. 40.12 SHALL BE USED. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION, ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED BY THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN. FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON-SITE MEETING TO ENSURE THE LIMITS OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL CAN BEGIN. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN-KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL. SIDE SLOPES: LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE MAXIMUM FILL SLOPE SHALL NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED ON THE PLANS OR AS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER, UNLESS OTHERWISE NOTED. STREAM CHANNEL WORK: THE CONTRACTOR IS TO PUMP ALL STREAM FLOW AROUND THE PROPOSED WORK AS SHOWN IN THE DETAILS. USE ONE OR MORE PUMPS, SIZED TO PUMP THE VOLUME OF WATER DICTATED BY STREAM CONDITIONS AND REFERENCED IN THE DETAILS. THE PUMP(S) ARE TO BE PLACED IN A POOL UP STREAM OF THE WORK. THE STREAM FLOW SHALL BE PUMPED AROUND THE WORK AND DOWNSTREAM A DISTANCE TO BE WELL OUTSIDE OF ALL CHANNEL WORK. THE PUMPS AND BY-PASS PIPING SHALL BE MOVED DOWNSTREAM AS THE WORK PROGRESSES. MAINTAIN A MINIMUM OF 30' CLEAR UNDISTURBED AREA FROM THE DOWSTREAM-MOST POINT OF CHANNEL DISTURBANCE TO THE POINT AT WHICH THE STREAM FLOW RETURNS TO THE STREAM CHANNEL. PLACE THE BY-PASS PIPING DISCHARGE POINT IN THE STREAM CHANNEL BED, IN AN AREA OF COARSE MATERIAL, TO MINIMIZE EROSION. DO NOT PLACE THE DISCHARGE POINT ON THE CHANNEL BANK. CONTRACTOR SHALL HAVE AT LEAST ONE TRACKHOE WITH A HYDRAULIC "THUMB" ATTACHMENT FOR INSTALLATION OF STREAM STRUCTURES. SIZE OF EQUIPMENT SHALL BE SUITABLE TO HANDLE ROCK AND TIMBER STRUCTURES WITHOUT DAMAGING PROJECT AREA. GRADE SPECIFICATIONS FOR EACH STRUCTURE SHALL BE CHECKED DURING STRUCTURE PLACEMENT. THE MAXIMUM DEVIATION FROM SPECIFIED GRADE SHALL BE +/- 0.10 FEET. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SURVEY EQUIPMENT/CREW TO DOCUMENT REQUIRED ELEVATIONS. IF ROCK IS ENCOUNTERED DURING EXCAVATION, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. THE ELEVATION OF THE ROCK SHALL BE DETERMINED BY THE CONTRACTOR AND REPORTED TO THE OWNER. GRADING IN THIS AREA SHALL CEASE UNTIL THE SITUATION IS ASSESSED AND CHANGES, IF ANY, ARE DETERMINED. ROCK VANES, ROCK CROSS VANES, STEP POOLS, AND OTHER ROCK STRUCTURES SHALL BE CONSTRUCTED OF ANGULAR, FLAT OR CUBED ROCK OBTAINED FROM A SOURCE IDENTIFIED BY THE CONTRACTOR. DETAILS FOR THE CONSTRUCTION OF THESE STRUCTURES ARE SHOWN ON DETAIL SHEETS. ADDITIONAL INFORMATION FOR STRUCTURE INSTALLATION IS PROVIDED IN THE SPECIAL PROVISIONS. ROCK SHALL BE IGNEOUS TO RESIST WEATHERING AND SHALL BE FREE OF CRACKS. POROUS ROCK SUCH AS SOME LIMESTONES AND SOFT ROCK SUCH AS SHALES ARE NOT ALLOWED. CONCRETE OR OTHER DEBRIS SHALL NOT BE ALLOWED. SUITABLE ROCK EXCAVATED FROM THE BYPASS CHANNEL CAN BE USED. HOWEVER, PRIOR TO ATTEMPTING TO REMOVE THE ROCK, THE CONTRACTOR MUST CONFIRM THAT THE ROCK ENCOUNTERED IS NOT BEDROCK. ROCK CANNOT BE EXCAVATED FROM OTHER ON-SITE AREAS. ALL ROCK USED FOR FOOTERS AND HEADERS SHALL MEET THE FOLLOWING MINIMUM SIZE REQUIREMENTS: MAIN LINE CHANNEL A -AXIS (IN) FOOTER/HEADERROCKS 30 FOOTER ROCKS FOR STEP POOLS 24 ALL OTHER CHANNELS/SWALES FOOTER/HEADERROCKS 24 B -AXIS (IN) 30 24 24 C -AXIS (IN) 24 24 in THE CONTRACTOR SHALL INSTALL COIR LOGS OR STONE AS TOE PROTECTION PER TYPICAL CROSS SECTIONS (SHEETS X-1, X-2) OR AS OTHERWISE DIRECTED. COIR LOGS SHALL BE USED AS THE PRIMARY TOE PROTECTION METHOD UNLESS OTHERWISE DIRECTED ON PLANS OR BY ENGINEER. ALL OTHER CHANNELS AND SWALES ARE TO BE CONSTRUCTED WITHOUT TOE PROTECTION UNLESS OTHERWISE DIRECTED ON PLANS OR BY ENGINEER. ACCESSIBLE RAMPS AND DEPRESSED CURB: THE CONTRACTOR SHALL CONSTRUCT 6 -INCH THICK CONCRETE ACCESSIBLE RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LASTEST REVISIONS FOR ACCESSIBLE RAMP DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. SAWCUTS: THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. PAVEMENT DEGRADATION FEE: CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED. CHANNEL RESTORATION: DUE TO THE NATURE OF THE WORK INVOLVED WITHIN THE EXISTING CHANNEL, THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE CLOSELY WITH THE PROJECT INSPECTOR, SPECIFICALLY IN THE FOLLOWING AREAS: 0 PRIOR TO CLEARING AND GRUBBING - OBTAIN THE WRITTEN APPROVAL BY INSPECTOR. 0 UPON LAYOUT OF NEW STREAM BANKFULL - OBTAIN APPROVAL BY INSPECTOR PRIOR TO EXCAVATION. 0 PRIOR TO/DURING PLACEMENT OF IN -STREAM STRUCTURES - OBTAIN DI RECTI ON /APPROVAL BY INSPECTOR. 0 PRIOR TO OVERBANK GRADING IDENTIFY TREE PROTECTION ZONES AND APPROVAL BY INSPECTOR 0 FILLING OF EXISTING CHANNEL USE OF ONSITE EXCAVATED SOIL IS PERMITTED, AS APPROVED BY INSPECTOR. TRAFFIC CONTROL: TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS FOUND HEREIN. SEE THOMASBORO/HOSKINS NIP PHASE 4 PLANS FOR TRAFFIC CONTROL REQUIREMENTS. THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. NCDOT STANDARDS STD. NO.: DESCRIPTION: 654.01 PAVEMENT REPAIRS 838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 838.80 PRECAST CONCRETE ENDWALL (FOR SINGLE 12" THRU 72" PIPE, 90' SKEW) 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES 840.01 BRICK CATCH BASIN -12" THRU 54" PIPE 840.03 FRAME, GRATES, AND HOOD (FOR USE ON STANDARD CATCH BASIN 840.01) 840.17 CONCRETE GRATED DROP INLET TYPE 'A' 840.24 FRAMES AND NARROW SLOT SAG GRATES 840.31 CONCRETE JUNCTION BOX 840.32 BRICK JUNCTION BOX -12" THRU 66" PIPE 840.34 TRAFFIC BEARING JUNCTION BOX (42" AND UNDER) 840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE 840.51 BRICK MANHOLE -12" THRU 36" PIPE 840.52 PRECAST MANHOLE -4', 5', AND 6' DIAMETER 840.54 MANHOLE, FRAME AND COVER 840.66 DRAINAGE STRUCTURE STEPS 840.71 CONCRETE AND BRICK PIPE PLUG 846.01 2'-6" CONCRETE CURB, GUTTER AND CURB AND GUTTER 876.01 RIP RAP IN CHANNELS 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS CHARLOTTE LAND DEVELOPMENT STDS: STD. NO.: DESCRIPTION: 10�17A 2'-6" STANDARD CURB AND GUTTER 10�1713 CURB AND GUTTER (2'-0" VALLEY GUTTER) 10�18 18" VERTICAL CURB 10�19 CURB TRANSITION (2'-6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER) 10�22 CONCRETE SIDEWALKS 10�27A RESIDENTIAL DRIVEWAY (TYPE 1) FOR VALLEY GUTTER 10�29 CATCH BASIN FRAME IN VALLEY GUTTER 10�36A&B CULVERT CROSSINGS ON RESIDENTIAL AND COMMERCIAL STREETS 20.03 BRICK DOUBLE CATCH BA,,SIN (15" THRU 36" PIPE) 20.22 FLARED END SECTION 12 TO 72" 20.25 TRENCH DETAIL FOR STORM DRAIN 20.27 RIP RAP DITCHES 30.06A TEMPORARY SILT FENCE 30.11 A STABILIZED CONSTRUCTION ENTRANCE 40.02 TREE PROTECTION DETAIL 40.11 BRIDGING TREE ROOTS DETAIL 40.12 TEMPORARY TREE PROTECTION DETAIL (TREE BUMPER) 50.04A HAND RAIL CHARLOTTE UTILITY STANDARDS: STD. NO.: DESCRIPTION: A. D ................................. S-1,2 ASPH .............................. 4" SEWER LATERAL (TEE) S-4 B/C ................................. PRECAST MANHOLE 4' AND 5' DIAMETER S-15 BM ................................... CAST IRON FRAME & COVER - SANITARY SEWER MANHOLE S-26 CB .................................. PAVEMENT REPAIR DETAIL W-1 CIL ................................... WATER VALVE BOX CLD ................................. W-17 C/L FENCE ..................... 3/4" AND 1" WATER SERVICE CONNECTION CORRUGATED METAL PIPE CONC .............................. CONCRETE ABAND ............................ ABANDONED A. D ................................. ALGEBRAIC DIFFERENCE ASPH .............................. ASPHALT APPROX .......................... APPROXIMATELY B/C ................................. BACK OF CURB BIT ................................... BITUMINOUS BM ................................... BENCH MARK BRG ................................. BEARING CB .................................. CATCH BASIN C&G ................................ CURB AND GUTTER CIL ................................... CLEARANCE CLD ................................. CHARLOTTE LAND DEVELOPMENT C/L FENCE ..................... CHAIN LINK FENCE CMP ................................ CORRUGATED METAL PIPE CONC .............................. CONCRETE CONST ............................. CONSTRUCTION CPP ................................. CORRUGATED PLASTIC PIPE DB ................................... DEED BOOK DCB ................................. DOUBLE CATCH BASIN DI .................................... DROP INLET DIA .................................. DIAMETER DW ................................... DRIVEWAY DIM .................................. DIMENSION E ...................................... EAST/EASTING EA ................................... EACH ELEV ................................ ELEVATION EOP ................................. EDGE OF PAVEMENT ESMT ............................... EASEMENT EXIST ............................... EXISTING F/C ................................. FACE OF CURB FES .................................. FLARED END SECTION FH ................................... FIRE HYDRANT FOC ................................. FIBER OPTIC CABLE GV ................................... GAS VALVE HORIZ .............................. HORIZONTAL INT .................................. INTERSECTION INV .................................. INVERT IP .................................... IRON PIN SET JB ................................... JUNCTION BOX L ...................................... LENGTH LF .................................... LINEAR FOOTAGE LT .................................... LEFT lb .................................... POUND LOD ................................. LIMIT OF DISTURBANCE LP ................................... LIGHT POLE MAX ................................. MAXIMUM MIN .................................. MINIMUM MONO .............................. MONOLITHIC mph ................................ MILES PER HOUR MTL ................................. METAL N.....................................NORTH/NORTHING NCDOT ............................. NORTH CAROLINA DEPT. OF TRANSPORTATION NO ................................... NUMBER NTS ................................. NOT TO SCALE O/H ................................ OVER HEAD OC .................................. ON CENTER PAVT ............................... PAVEMENT PC ................................... POINT OF CURVATURE PERM ............................... PERMANENT PG ................................... PAGE PI .................................... POINT OF INTERSECTION PK ................................... PK NAIL SET PP ................................... POWER POLE PROP ............................... PROPOSED PSE ................................. PERM SIDEWALK EASEMENT PT ................................... POINT OF TANGENCY PVI .................................. POINT OF VERTICAL INTERSECTION PUE ................................ PERM UTILITY EASEMENT r ..................................... RADIUS RT .................................. RIGHT RCBC .............................. REINFORCED CONCRETE BOX CULVERT RCP ............................... REINFORCED CONCRETE PIPE RCEP ............................. REINFORCED CONCRETE ELLIPTICAL PIPE RELOC ........................... RELOCATE R/W .............................. RIGHT OF WAY S ................................... SOUTH SID ................................. STORM DRAIN SF ................................. SQUARE FOOT S/R SS ................................. SANITARY SEWER STA ............................... STATION STD ............................... STANDARD SW ................................ SIDEWALK TAN .............................. TANGENT TCE .............................. TEMPORARY CONSTRUCTION EASEMENT TEMP ............................ TEMPORARY TP ................................ TRAVERSE POINT T/W .............................. TEST WIRE TYP ............................... TYPICAL U/G ............................... UNDER GROUND VC ................................. VERTICAL CURVE VERT ............................. VERTICAL W ................................... WEST W/_ WI TH METER VAULT............................WATER VAULT WV.. WATER VALVE PENNY NAIL SET F T� F 0 0 T I N.. I N C H SURVEY DATA: EXISTING CONDITIONS TAKEN FROM A COMPILATION DATED DECEMBER 23, 2008 OF GROUND SURVEYS BY R.JOE HARRIS ASSOCIATES AND DATA FROM MECKLENBURG COUNTY GEOGRAPHIC SYSTEM. ALL COORDINATES BASED ON NAD 83 AND NAVID 88. I r -v -j 060 1% ........... % �4 S < 105 < Ld z m *-eo z- S za I 'R, 1. 9 now. ts zo ci cm Lq or, li L6u ui W�u .0 2i -.0 Lag! z IIL >. 8 d 1 4 0) 0 X COO) w C P4 4 w Q� �4 �4 Drainage Structure Table QUANTITIES FOR DRAINAGE STRUCTURES z CLASS III R.C. PIPE (UNLESS NOTED OTHERWISE) FRAME Cd GRATES Uj fn Cr. 00 TOTAL LF. FOR ANDHOOD 03 06 STANDARD D QUANTITY SHALL V-4 0 (N CDOT 840.03) 06 BE COL."Aff + 0-* M 00 I rq STATION (1.3 X COL. 4A 00 0 00 L.F. 00 z z z z 0 %mw- LU LU z z z z 0 0 A B TYPE OF GRATE -i I.- U 0 Co 01 0 0 0 0 1z Uj D W 0 (A 0 U 0 0 D 0: LU LU V-4 z U Uj "i "i LA CL U U U L) z V-4 0 Uj Uj X Co Co Co co co co ad Uj z z Uj LU Uj Uj 0 U U Q v U Q Q LU CL Co cc Cz cc 0: ce w 0: -j z z z z Uj < LU 4t E z 0 0 3: x oc G E F Co -i I -e- Co i�% zo LU C. z ko Uj x x x x x x x LL > > > > co Uj Cor. o' Uj X: < z z z 0 f" Ln Co LL 15 18 30 48 q* en ID ID ID W 00 Allenbrook 10+96 6 699.00 688.40 690.40 90 90 1 11+86 6 699.50 688.50 690-50 0+60 8 Lanewood 19+91 7 704.50 697-60 695-60 75 1 19+91 7 704.50 697.90 695.90 75 1 1700.04 0+32-0+00 7 & 21 3-01 705.00 700.04 699.84 1 1 32 1 1 0+00 - 0+27.63 7 & 21 2-03 2-02 704.07 700-63 1 28 0+27.63 - 0+46.50 7 & 21 2-02 2-01 703.92 700.48 700.23 1 19 0+46.50 - 0+51.05 7 & 21 2-01 HW 704.00 699.75 698.75 1 1 5 Westridge 2+04 11 711.00 704.10 702.10 85 1 2+89 11 711-00 705.00 703.00 85 1 0+00 - 0+42.89 11&21 4-01 HW 712.71 706.26 705.91 1 1 42 1 1 Ranch & Ridgevalley 0+00-0+25 112&2117-09B I '1 716.00] 1 1 1710.701 1 1 1 1 1 1 25 1 iii I I I I I I I I I I 1 1 2 1 1 1 1 1 1 Ranch 10+90 - 10+65 12&21 5-02B 5-02A 714.24 710.50 1 25 2 1 10+65 - 10+39 12&21 5-02A 5-01 714.24 710.00 709.90 1 27 2 10+39 - 10+11 12&21 5-01 714.35 709.350 709.25 11,111,1111, 1 27 2 10+11 1706.79 705-47 f _ I I I .......... . . J .... ... ... ----------- -------- - -- Weststone 0+00-0+24 13&2118-10818-10A 724.00 720.10 1 24 2 N/A 13&2118-10A 18-09 723.34 719.90 719.64 1 2 N/A 13 18-09 723.23 2 N/A 13 17-01 726.33 1 1 2 1_, 1 1 Interurban 0+00 - 0+25-28 14&21 15-02 15-01 729.70 - 726.20 1 25 2 0+25.28 14&21 15-01 729.80 726.00 725.80 1 31 2 0+25.28 - 0+56.38 - 728.60 728.601 1 1725.12 ------------- �L- I I . ..... . .......... . . ......... J . ..... . ... ......... Westcliff 0+08-1+18 18 14 735.00 727.50 109 1+18-3+18 18 14A 735.50 730.23 730.23 729.00 730.30 728.80 1 1 200 3+18 18 739.00 732.56 0+00 - 0+24.96 �:18&2114-070 i 14-07A 736.00 732.25 1 11,11,111,1111, 2 11 5 2 1 0+24.96 + 0+51.63 736.00 732.07 731.87 1 27 2 1 1 0+51.63 + 0+56.12 18&21 14-06 14 735-00 731.70 731.55 1 17 2 0+00 - 0+26-55 :18&21 14-05114-04� 734.40 730.85 27 2 0+26.55 - 0+56.12 ::18&21 14-041 14 1 734.43 730.63 :".730.43 1 30 2 1 Willard 9+90.06 - 11+44.98 20 G-7 764.00 759.60 154 11+44.98 - 11+95.39 20 G-7 G-8 770.25 762.49 765.70 765.70 762.29 50 2 1 11+95.39 - 12+10.59 20 G-8 G-9 769.88 736.78 736.58 14 2 1 12+10.59 20 G-9 770.00. 764.00 I -L---L . . . . .......... A. Nonni Nonni mmmmm I Nonni Nonni mmmmm 70 CE cl� CE CE CE, CE CE d - (A V) CE CE cc d- 6- NOTES: cc 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. CHAINLINK 2.) SEE GENERAL NOTES FOR TREE PROTECTION BACKSTOP cc 05706110 REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. Cc 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING Charlotte Board of Education ef cc DB 25051PG 217 REQUIREMENTS AND LIMITS. < PROPOSED SERIES OF 3 Cc 14JO Allenbrook Dr. cv- 28" POPL cc 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 �1, u):E Charlotte, NC 28208 - V)< PROPOS�ED,� ROCK STEP POOLS cc DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET 0 TYP) (SEE SHEET DO) cc C� TOP OF FOR FUTURE USE IN LOG STRUCTURES. PROPOSED CE 5.) COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED BANKFUL�SITYP) C CHANNEL- TOE CE PRIOR TO ANY GRADING AND THE MARKED LINE MUST BE G C OD (TYP) CE MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED. 28" POPe C CE. 21" SWEETGUM 6.) NO MATERIAL OR EQUIPMENT IS TO BE STORED OR STOCKPILED A"' §WEETdUM w G' DOWNSTREAM OF THE COMMUNITY ENCROACHMENT LINE. ELEV.= 6 7.84 C r co 06, N= 5552 .6075 COMMUNITY z 10" �ELM ENCROACHMENT LINE 'A 12' 10 ELM 0 E= 14281 7.84 OB, C 20" POPLAR' 0 PROPOSED 7" WEETGUM FLOODPLAIN 19" POPLAR 15" SWEETGUM 9" EETGUM END PRO C, B ENCH (TYP) 22" POPLAR 0 0 5, z (--PROPOSED' "`-NN 0 8;' OAK" STA 0+1) 17 ASH CHANNEL CENTERLINE : " , PROPOSED LOG A- NP 14"`MAPLE (0) D8 PROPOSED 18 15" TWIN 0 15" MAP �QAK N,'WobO U- MAPLE (TYP) (SEE SHEETT 6) LOG CROSS VANE (TYP) (SEE SHEET D5) 2 0 B" IF , �O LOD OAK 81, MAPL SWEE 0 _LO D 8" OAKC UAI� 7" SWEETGUM Aa 15" 'A . . ...... ... 12" POPLAR 0_� ... ..... ... LOD 0 2 MAINTAIN EXISTING SANITARY PROPOSED LOG SILL I LOD (TYP) (SEE SHEET`,07) RI 10" MAP' APLE 7", CA SEWER AERIAL. INSTALL Os� 0 3 -ETGUM CLASS 11 RIPRAP ON SLOPES T� 0 12,,,,,.OPLArR�/ be MAPLE 18" OAK AROUND AERIAL AS DIRECTED I \ , � I I _f �� C, Q, C %C C C, 0 ZQ_" -M AR -L 2D" S TGUM 8 15" MAPLE -v- `G� �IM ELE\� C NN`N C� IOPTLWAR 46, U 0 32" POPLAR INVSK(E 3 C, INV. OUT 683 64 10" MA LCE 96 9" IRO 0" OAK ;UM ALNUT cc C dl �WAPLE 7 D7 WETLAND INITIATION k". SM -DETAIL 4, SHE 4- 0" K�� Ul ss" (TYP-) 20" WALN r, Toe 19" WALNUT f, 0- ----To -2t-SWEETGU1vI 14" SWEET ---7'og _J B cc,10" SINE 0 L 13" POPLAR I`-, C 21 WAN Tos�Toa 00 0 OAK ..... ..... (5,DSWEETGU 7;' 0 ell, OAK ss. .. ... . ..... ..... ..... ..... ..... C, 00 LNtl _7 22" SWEETGU SS6- 1 TWI N 4' ss4- WALNUT -M7reLE Li LLJ -- ---------- ....... 1 B" SWEE C/) - - -- ----- - - - - - --- .. .. ... F - SSE >_ 00 . . ... S E . ..... ..... . ..... ..... Qf �S - 11�11.F . . .... LU 8" OAK 8" OAqK s 2f)" OPLAR tac RIM'WE 690.10 RIM E 692.16 )16" POPLAR INV. IN 68 E SSE IF F I ss Ss -PLUG 16 DsCHANNEL AK ss,� I N N 686.56 INV. OUT'684.55 SSE ss V. OUT 686.46 SSE LlEV. �688.33 (TYP) (SEE SHEET DO) ss SSE SSE - 252.1751 ss s 15" SANITARY SEWER -------- E=� 14280 . 01 SANITAR), SEWE ss ss s ELE SSE SSE V SSE ��155208�.8107 8" MAPLE SS ELEV.= 689.33 RIM ELEV 691.48 SSE E= 1428210.6864 N= 555180.2750 406 ��LOD V �'j a (3 16" SYCAMORE 05706102 N SSE E= 1428307.0701 Ss EINV. OUT 685.04 WRAPPED EARTH LU dimmie D Allen and -LOD -----'LO 32" LNUT 0" POPLAR LOD- LOD 22" POP I LAR Margaret B Allen ? SLOPE TREATMENT LOD 20'�'AYCAMORE C/) DB 50901PG 978 (SEE DETAIL 10 0 LOD LOD 24" AS 0 Freedom Dr. Charlotte, NC 28208 ON SHEET D4) 11" OAKO SEE GENERAL NOTES 0 14" POPLAR 8" MAPLE 0 10" MAPLE 8" OAK CE /20" TWIN FOR PROTECTION 9 MAPLE o ALNUT OF EXISTING SANITARY 20" POPLAR CE QO) 8" MAPLE 0 1E 0 ol 0' LE CE CE NY- NO \N p,0401 0 CE 9" OPLAR Cc 2-B CE r"-�S �WE 10" CE CE CE -3d, pS\A Opy- 0 CE CE 0 0 PY- 0 _ 1.11 6- 'Z CE CE CE CE CE CE CE - CE - CE CE CE - CE CE - CE - CE CE CE - CE - CE CE CE CE CE CE I- W Cn _j in 00 w to < -0 ir 104 10 W - 04 _j + LU 0 w w 3 in 0 I= 0- 0 Lq 00 00 co LU w _j w IL w in ch 0 0 0 ir it to + 0 ;� I V) in STRUCTURE VERTICAL DROP AFTER STRUCTURE STEP POOL 0.5' ROCK STEP _j LL1 LOG VANE 0.3' LOG SILL 0.0, LO UP LOG 0.3' LOG A -VANE - P� C14 LL1 z 04 rl) ch DOWN LOG 0.3' r STEP POOL SERIES EXIST. GRADE ALONG PROPOSED CENTERLINE PROPOSED GRADE C4 00 to C4 00 Ui % 10� .......... 00 C4 00 L _j LL1 LL1 In LL1 LO LL1 z _j _j LLI - P� C14 LL1 z 04 rl) ch z (n DID 0 0 >: LU 0 0) cn 0 EXIST. CHANNEL 0 00 CY) + W_ 0 0) + U) 0 0 00 >: Ld Ld _j _j LU Ir C ) C4 00 _j + 00 0 - RIFFLE 00 LU _j LU 00 LU _j 0 C4 00 + C/) 13- - 00 00 00 LU to 13- RIFFLE 04 Cn 00 co to co 9 to 13- CD co CA to + CD a. Ln GRADE ALONG + OD + + M U U) Ln FEXIST. EXISTING CHANNEL b r- C4 + CENTERLINE C14 --77-71-1 --- J - -"- � ALLENBROOK CHANNEL STA. 0+10 TO 5+50 to 00 OD CD N OD DID Cq C� OD Go CD _j _j > LL1 _j w LL1 > _j I z LLI. _LLI. LLJ __j V) _j _j z 0, _j _j U5 0 0 Cf) V) 0 _j 0 0 V) 0 1 U) _j C14 0 0 0 + _j _j C4 DID w It OD n 00 + + + + + C4 C4 n En FFLE V) V) F V) (n _04 IFFLE -cn-- RIFFLE RIFFLE + Cf) ------------ c� 00 (.0 DID 11, 0+00 0+50 1+00 1+50 2+00 Co CD 2+50 3+00 -01 C4 1 Ui % 10� .......... Do L I -EXIST. GRADE 04 04 In Do Do to >: LO 00 U� LLI - P� C14 04 rl) r - OR C14 z (n DID LO >: LU 0 0) OD EXIST. CHANNEL 0 00 CY) + W_ to >; 0) + U) C4 00 >: Ld Ld _j _j LU Go C4 00 OD + 00 00 - RIFFLE 00 LU _j LU 00 LU _j CENTERLINE 00 C4 00 04 00 a. 13- - 00 _j LU 00 LU to 13- 00 IL LU 00 co to co + to 13- CD co co to + CD a. Ln + OD + + M U U) Ln L) b r- C4 + + C14 td + + K) r V) _j (n Ch d _j _j _j _j (n _j 5; n (L _j _j V) (A _j U 5; 5; n 0- 13- 1 5; Q w 0 0 0 a. 0 13 IL 0- 1 IL r) 0- a- 0- 0- GROUND ELEV. (TYP.) 0- r- PROP. GROUND ELEV. (TYP.) 0- U - CIS C14 ce 0 cli 0) C*4 rn C%i 00 06 _0� + C4 0 + OD + rz 0 + + + 0 + + + + + C4 + C14 C*4 + F) 0 0 0 0 - - - �<_ C4 9 i5 `_ `_ 9 9 9 Cn Cn < i5 V) V) i5 Cn Cn Cn Cn Cn Cn V) Cn U) 5: V) 5; 5; 5; 5; 5; 5; 5; 5; 5; CL CL a. 0- a. 13- 13- a. IL 13- 0- 0- CL c� 00 (.0 DID 11, 0+00 0+50 1+00 1+50 2+00 Co CD 2+50 3+00 -01 C4 1 Ui % 10� .......... Do Ln w LJ U) - Q -Do Do Do to >: IN C� Ln L6 00 (D LLI LLI LL1 LLI _j .0 IL _j z (n DID V) (n >: LU 0 0) OD _j 0 00 CY) + W_ to >; 0) + U) CD 0 i >: Ld Ld _j _j LU �<_ V) _j LU �<_ V) + >; - RIFFLE U) < LU _j LU RIFFLE LU _j Ln Cd 00 co 3+50 4+00 0 r6 DO (0 4+50 5+00 0 L0 L0 -690 U) Ld z -a-685 C-) ro r1i 00 (D 5+50 675 670 ---- ------ % 10� .......... Ln 0) 'i co ----------- C4 LJ U) - Q C) Do Do to >: IN C� Ln L6 00 (D 4 -s E L4 2i .0 IL 4 00 IN DID >; >: LU OD OD OD DID to to >; Cn CD >: Ld Ld _j _j LU LU _j LU _j LU >; LU >; LU LU _j LU LU _j LU E_ LU _j LU 5; LU 5; 5; 13- a. 13- LU _j LU _j LU LU 13- 13- IL LU ca 43 EEO 13- Ld 13- Cq 06 0) + + 13- IL IL + a. Ln + OD + + M U U) Ln L) b r- C4 + + C14 td + + K) r V) ;5 Ch Ch (n Ch + ;5 V) �<_ (n (n (n n (L V) (A i5 U 5; LO n 0- 13- 1 5; Q w 0 0 0 0 0 1 r) n EXIST. GROUND ELEV. (TYP.) r- PROP. GROUND ELEV. (TYP.) Ln Cd 00 co 3+50 4+00 0 r6 DO (0 4+50 5+00 0 L0 L0 -690 U) Ld z -a-685 C-) ro r1i 00 (D 5+50 675 670 % 10� .......... t% _j n < < - U ;.v) Lo LJ U) - Q C) J 4 -s E L4 2i .0 IL z 0 E 6 Cn E_ ca 43 EEO 04 M U U) L) b U C14 r U LO d 4 0) Q w 0 0 0 0 r) (0 + U 0 4 pq C c _0� 0 700 r Z�IEV.= 698.28- 69 SEE NOTE 6 N= 555464.4028 E= 1428705.6690 05706109 Jihcd Cham� and CE CE C E CE CE CE CE CE CE CE CE CE CE CE CE Lynn 8 Cham) CE - CE - CE CE CE CE CE CE DB 87401PG 724 19" MAPLE 05706110 1500. Allenbrook Dr. . ...... . . ... . ..... ?05 Charlotte Board of Education SEE NOTE 5 Charlotb%.NC 28208 DB 25051PG 217 14,30 Allenbrook Dr. CE Charlotte, NC 28208 REMO E APPRY 1N6110 LF TING _!.SA OF E TA SEWE AERIAL rRAL SANITARY SEWER RELOCATION 1 H INSTALL APPROX. 76 LF OF ..... ..... CE 4" DIP 700 . .... . . CE CONSTRUCT AERIAL LATERALELEV. 6 IN 55543 PER CMU STANDA E--= 14287 0 ..... ..... ?ROPOSED 'ADD ..... ..... 01D ---LO D LOD LOD LOD 18" RDS OA CLEAN OUT AT BEND CHANNEL TOE 0 PRI 7 BEECH - ryp) DPOSED' PROPOSED. PROPOSE 2 BEECH PROPOSED LOG 8ANKFtJLL REPAIR SINKHOLE r CHANNEL CENTERLINE AR 20�' OAK ry CROSS VANE (TYP) USING CHANNEL PLUG FLOODPLAIN /Tw_1 W, (TYP). EETGUM 97 MAPLE. (SEE SHEET D5) 5" �OCIJSt DETAIL AS DIRECTED POPL BENCH, _(TYP) (TYP) C C C L r OD— LO (SEE SHEET DIS) C 0 C C 6" DOGWOOD 2"'Y LO L C_�C_c 0 C C 10 C q, *VA T C C, C, PROPOSED 10" LOG SILL (TYP) 32" PO AR C, 2" (SEE SHEET D7) SEE N93E 96 6 C r C C, C C C L0 0 TWI N OAK 19" 05 + Ah- 08 -R4;,,Y- 7--ToB 0 HE EETG OB----------- POPL . . ... .. . ..... OAK --A 1108 0 2" TWIN S'D_ 18 11� IRON 13" OAKr--'-), C, K 7� 19" WAL rE 0 20" W RIFFLE (Typ) SS"- �.EETGUM -WOOD, 0 ------ ---- ------- 'A, E 7_ Gum- ss�_ ... ..... ..... __j ..... ..... 8+00, ssl�_ r IF F11 4�� Z!! V ------ 0 v�q ------- ss SS S PROPOSE6 AP E LOG A-VAPE - - ---- < SE� 77::�7" �SWEETGUM 0 11" SWEETGUM Trrp)_� _6_v_ __ 7 :::: � � � SS 0 _0 SETGUM (SEE SHEET D6) . . .... .. ..... ..... ...... ... ss� S..... ..... ..... . ..... ..... ..... ..... 3; SS I "I'll" I., � I -, . ., _ - - OAK 28" POPL, SSE- 0 - - \ 09 ----------- -- --------------- F 0" SWEE PROPOSLU" SS S F SS ..F SS CE SSE SSE- . . .... .: x 0 _F ssl�_ 13 &ET CHANNEL PLUG (TYP) 0 SWI ss�_ (SEE SHEET DIS) ELE SSE ---- WETLAND INITIATION B' SH is 18" POPLAR 0 N= 555234.9829 SEWER SS SS 694-.0 0 6" MAPLES ... ..... ..... . 0 E= 1428502.9193 ------- SS ELEV. CE DETAIL 4, SHEET D7 S N= 555277.23 18' PaEL-A-T-' i-87, POPLAR SEE SSE (TYP) 42865�4432 01 um LOD 15' SSE RIM ELEV 6 1,,3"- MAPLE 17 7" SWEETG LOD 0" POPLAR _61 8.68 19" BEECH. 0 8 4 uOQ . . . ..... ..... .. �u T 688.52 0 CE OAK 7" BEECH 11" SWEETGUM C 0 LOD7-��Oa 0 10" SWEETGUM g', POPL R,) 11" POPLAR mmie D All -LOD 33t' OAK CE 05706198' 16" POPLAR Margaret B Allen CE 22", ..POPLAR 18" SWEETGUM 9" 1SWEETGUM LOD. Mary E McGinnis and 20"N DB 50901PG 978 SEE GENERAL NOTES z/ Brian J McGinnis %SYCAMORE )18" POPLAR C . . . .... ...... 12" POPLAR Freedom Dr. FOR PROTECTION ... . ..... . . ..... DB 208751PG504 2" T�IN Charlotte, NC 28208 OF EXISTING SANITARY 1514 Allenbrook Dr. POPLAR 15" POPLAR 5" POPLAR 0 C. 0. 14" POPLAR Charlotte, NC 28208 0 77', Pop SYC4440 74,, 0 REIMO 76" CE CE CE - CE CE CE CE CE CE CE CE - CE - CE CE CE 690 VERTICAL DROP AFTER C4 C4 STRUCTURE STEP POOL 0.5' U) 00 to Ld 0.3' 7r 0.0, 685 UP LOG 0.3' LOG A -VANE 0 to ;5 C) a. + w _j 0 _j z DOWN LOG 0.3' to a. w 04 680 00 00 rn 0 AD CA w EXIST. CHANNEL EXIST. GRADE I a. 675 C/) 5; 13- 670 Ln rl� Ln 00 w w z 0 a 10! to 00 w _j w _j -1 (n STRUCTURE VERTICAL DROP AFTER C4 C4 STRUCTURE STEP POOL 0.5' ROCK STEP 00 to LOG VANE 0.3' LOG SILL 0.0, ch UP LOG 0.3' LOG A -VANE 0 to ;5 00 a. + w _j 0 _j z DOWN LOG 0.3' Cn - RIFFLE 0 1q: AD Go to - w z CA C4 C4 w _j ----- LO 11`*� LO 00 (0 a 0! LO Go 00 to Cn 00 w _j w 5; a. rn Ci 00 ch w C3 Ln _;fl in 0 to ;5 00 a. + w _j 0 _j z 0 ;5 to a. w 00 to EXIST. GRADE ALONG 00 rn 0 o CA Lo + EXIST. CHANNEL EXIST. GRADE I to CENTERLINE3 C4 Ci RIFFLE 04 00 to Do + >_ Ir _j 1.1 ALONG Cn E_ 0 _j to to to 00 (0 Go PROPOSED GRADE Cn CENTERLINE z _j (0 - ------- ------------ Ci 0) 00 to ----- LO 11`*� LO 00 (0 a 0! LO Go to _j 00 Am 4 00 00 w _j w 5; a. rn Ci 00 w _j w 5; w w w 5; a. Ln _;fl in 0 to ;5 00 a. + w _j 0 _j z 0 ;5 to a. a. I 00 to Cn 00 co 1. ALLENBROOK CHANNEL STA. 5+50 TO 10+50 N q 4" SEWER LATERAL OD 00 to rn r- od >: 00 Lu 0) 00 Ci 0) 00 to 0 —It 00 4:0 00 00 to _j 00 rn Ci 00 Lu _j w w 0: U! 00 —00 w (n _j w w 00 00 _j 0 _j z 0 to cn I 00 to 00 00 co 00 rn 0 CA (0 > EXIST. GRADE _j C4 Ci RIFFLE 04 0 14: to Do + >_ Ir _j 1.1 ALONG PROPOSED E_ 0 _j to to to 00 (0 Go z _j UJI CENTERLINE z _j (0 0 _j < z Cn § w z _j En (n _j C4 W z _j _j Cn C) C:� < Cn 0 u C) Cn En _j Cn 0 Cn 0 —0 0: _j _j _j w < _j 0 V) 0 RIFFLE _j _j Cn L) IL 04 0- 5; P�: 04 it L) 0 d CY) i_2 a. M + r- 0 + 0 + r- At; U') 0 + + 00 + r- 0 _j + W) + P�: rl- to r- 0 _j r- + (0 a C*4 + r —t - — - '0 + Cn 0 rn __.- Cn — V) + _____0) i5 -r- —RIFFL,E r- RIFFLE,� 00 +_ CA 0 t _v) cn� 0_ ./T IT Cn I 5+50 6+00 6+50 7+00 . . . . . . . . . . . . . . ------------------------------------ -------------- CD LO 0 Cq Cq ad 00 0 06 00 00 P.- 4:0 00 4:0 00 00 00 co to AD 00 uj to _j _j _j _j 0 - CL Cq 0 + d rd) + 00 An (0 r- + 00 + + + 0 00 00 + 00 in ch V) ch �<_ 5; CL V) U) n n CL 0- CL EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (TYP.) r OD 06 (.,Go 00 00 DID DID to Co to AD to 7+50 8+00 8+50 9+00 00 00 to _j _j ch 0 0 _j to rn V + r- FRIFFLE 00 00 LL1 _j LL1 5; V) 5; 0- 00 Co 9+50 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR SHALL INSTALL 4' CHAIN LINK FENCE WITH 6' GATE PER SPECIAL PROVISIONS. 6.) REMOVE TREES PER SPECIAL PROVISION. PROPOSED RELOCATED SANITARY 4" SEWER LATERAL OD 00 to rn r- od >: 00 Lu 0) 00 Ci 0) 00 to 0 4:0 00 eq + Cn to _j 00 + Cn Lu _j w w 13- w (n _j w w _j Cn _j 0 _j z 0 in LO cn I 00 Cn 0 M,—+ 0 00 rn 0 6 00 00 i5 - + En C4 Ci RIFFLE 04 0 14: to Do + r- Do r- Do to \RIFFLE E_ 0 in to to to 00 (0 Go d z 00 (0 0 00 to _j C4 W _j _j C) C:� b u C) C*4 _j _j _j _j w rz IL a. 0- 5; P�: 04 >. 0 d CY) i_2 a. M 0 0 0 + 06 At; U') + + r- + W) + P�: rl- to r- r- + (0 + i5 i5 i5 to V) V) V) i5 CA 0 _v) 0_ IT 0- 5; - I 5+50 6+00 6+50 7+00 . . . . . . . . . . . . . . ------------------------------------ -------------- CD LO 0 Cq Cq ad 00 0 06 00 00 P.- 4:0 00 4:0 00 00 00 co to AD 00 uj to _j _j _j _j 0 - CL Cq 0 + d rd) + 00 An (0 r- + 00 + + + 0 00 00 + 00 in ch V) ch �<_ 5; CL V) U) n n CL 0- CL EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (TYP.) r OD 06 (.,Go 00 00 DID DID to Co to AD to 7+50 8+00 8+50 9+00 00 00 to _j _j ch 0 0 _j to rn V + r- FRIFFLE 00 00 LL1 _j LL1 5; V) 5; 0- 00 Co 9+50 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR SHALL INSTALL 4' CHAIN LINK FENCE WITH 6' GATE PER SPECIAL PROVISIONS. 6.) REMOVE TREES PER SPECIAL PROVISION. PROPOSED RELOCATED SANITARY 4" SEWER LATERAL OD 00 to rn r- od >: 00 Lu 0) 00 Ci 0) 00 to 0 4:0 00 eq + Cn to _j 00 + Cn Lu _j w w 13- w (n _j w w _j Cn _j 0 _j z 0 in LO cn I 0 0) —0 + _j Cn 0 M,—+ 0 00 rn 0 6 00 00 i5 - + En RIFFLE 04 Cn Cn + \RIFFLE E_ A in 14 P, 00 co w _j w to + *all r-: 00 00 AIR 00 00 4:0 _j w + 0 00 r_: 00 4:0 w _j Cn 00 eq + Cn 00 >; w _j w rn - + Cn a. 00 + Cn G 13- -i u! 0- z 0 0 - 6 00 DID 00 Co.- Co More] 9 690 U) Ld z -::i--685 C-) 10+00 10+50 TME1 675 670 *all 0 t _j 1�) *u) Ld z Cf) G Z* d -i u! J. z 0 6 E_ d z C4 W u U) C) C:� b u C) C*4 rz u LO 0 >_ >. 0 d CY) i_2 Q w 0 0 0 0 705 700 Eo L) CE — CE CE PPECF-t� CE PROPOSED VALVE 6" BEE 0570l�,35' (SEE NOTE 5) SLOPE TREATMENT 05706205 -PROPOSED LOG Micho-el" L. Burke (SEE DETAIL 10 ON J6sus 'Rosa Eleno POP LkR� - - - `D'B 8223/PG 248 Menaez 0 CROSS VANE (TYP),. SHEET D4) 1-439 Grovewood'Dr. Ul DB 261 Ul I IIPG 624 (SEE SHEET D5) Chorlo-tte, I�C 2820,� S�� 11 +86 -r-,,- 1505 Allenbro6k Dr.' 20�' AR PRpPffD Charlotte, NC 28208 rh Z BANKFU' 0 EXIPTINC H LL TO BE' 14" MAPLE PR ED ) ( PROPOSED ROCK PROPOSED 1- 0 REMOVED ( E- EET 8) CHANNEL TOE VANE (TYP) 5 (TYP) . ..... .... 16" uw* ER� 6 TO B (TYP) F1 (SEE DETAIL J SUPPOM DPRIN ON SHEET 05) PROPOSED LOG 16" POPL FFE 702 57 OIll, '(S RIM ELE\ 01. \ , , - 1`11 10 22" BE H -0 UUNS I RID E NOTE 6 7 , 6 ", " 1 2 1 EL SILL (TYP) N INV. IN 69 5 & 0 V OUT -0-- OF� ..(SEE SHEET D7) N 0 REMO�E,\ 40 Li� U EXISTI G1 15" P EDAR RFqq STA 13+65 40--F F �-IN� AL \ U END OF STREAM 5 OUT P 35U Dp C -U INV. '700,��3 RESTORATION PRIORITY 11 VOL A Lt� CHERRY -4- CLY CHAN�E CENT�RLINE\\\ /8" IRO (TYP) 1 C,4 OAK 8" DIP CROSSING IRON WOOD 0 CREEK 304�'I UM \5§- t -j- N 11 ,- + �- 0570623� 195 SY ASHPALT' OV I--, 1 4 —77�— 1 1 17" MAPL ELEV. 00.24 Pony Novasy� REPLACMENT (SEE C`057062, 5t --� -1) 116231PG 3i lw� er 6 �11 DB ////Cm ct�ue 5" TRIPLE 7' 1431 Grovewooc DETAIL 3 ON SHEET D DA 3 02� Charlotte, NC 28�0811 1515 Allen �c?4a4te, NC ----- U 3.9, CA 0 INV. IN sst �7 0 03 CYPRES REPLACE 2" WAILK IN 50 ROC rn �2" RCP SE UPON CULVERT COMP ETION vi� SO- INV OUT 695.11 S (TYP) 50 LF OF 2" PVC SE S' CYPRESS REP E Ss PROTECT RIM ELE 700 REMOVE AND �AL; 61 SF LA .58 87 LF OF CHAIN LINK FENCE S R&K WALL V. IN %T 692.9. Al .. .. .. .. .. .. .. . .. . . . - - - --------------------------- REMOVE AND RE 4" YPRESS IN IN (SOUTNR� 692.3 SSE G� - I 1 1-1 - 50' OF LINK z i CE CE 'SWEETG 20" OAK Lb) 03 'C CE YPRESS 0-q, POOPUbtu OP INV., (NORTH) 696 91 CE. 70E OF, BANKV INV. IN (NORTH) 690.73 G C, . ...... . . . NV. IN (EAST: . ..... C) 4" CYPRESS rn \ qTYP) INV. OUT 690.45 �OAK EXIST. EV�DWALJ PROPOSE TDP- OF ISTA --- INV T 689 18 10+96 Z- —X.. ---22'X LOW mv. CHANNEL PROPOSED -HEAD L. .. .. .. .. .. .. .. .. .. .. .. . . EXISTING HEADWLI]\TOj�-.. I ..... ...... ............. Z-1 BE� REMOVED ..... ...... .............. ...... ...... /o .............. 19" (SEE SHEET ..... ............... ...... ............. ..... .............. . . . ..... . . . . . . . . . ........... V��EE AND REPLACE ,0/1 E WALNIT F 5' C AIN LINK FENCE 5 j i�E 177' SWEETGUM m" P �IVA 1111V UZ. REMOVE 75 LF OF EXISTING 139" X 89" CMPA NV. IN 690.26 REPLACE WITH 90 LF OF 8-W X 4-H RCBC (EAST) 05706246 INV. OUT 690.12 William Buerger AND 90 LF OF 6'W X 6'H RCBC (WEST) STA:: 15+00 AHEAD DB 219551PG 224 0 1515 Allenbrook Dr. BEGIN STREAM ENHANCEME Charlotte, NC 28208 32" SYCA 0 b x 0 0 0 PROPOSED VALVE 0 (SEE NOTE 5) 86 )j1S+EDEA �11 S EEI E 40T E G X\ 3; 0-;p 695 U) Ld 690 C) -1 j 000 an w CID Mw F: CL Ln it -i Ln co CID 0 6 0) to >; LOG SILL 0 x w LU -J ai 0 ED 'm V) > > w 0 0: 0 a. a 680 Cn CID + eS M M a. D w w < [n a LLI C/) W cf; -1 LLI FILL BEHIND 0) 00 00 00 0 LL i.-: Cn LU -j LOL:J t: x z a ILL, C4 0 00 (L 6 0) cf) M < LA Cf) Cf) CL —es -J-LLJ x t -cr 00 PROPOSED s2 —x 1.1 p —4 — --i <4- 685- EXIST. GRADE CID 04 00 00 00 CID 0 0 CID CHANNEL FILL IN 6 0) to >; LOG SILL CHANNEL CENTERLINE UP LOG > > w w w i w 680 U? CID + eS 675 Cn 5; a. Cn 5; 13- .............. , Go Go 00 0 CID > �,; 9 LLI -i p LLI [1) 5; W CL (a 0 0) M 0 + Ir I< Cn X 5; 3. a. (0 S. ALLENBROOK CHANNEL STA. 10+50 TO 15+50 10+50 11+00 11+50 12+00 06 Go EXIST. GRADE ALONG EXIST 04 00 Go 00 to 12" NATURAL 0 0 to 0! 0) 00 CHANNEL FILL IN 6 0) to >; LOG SILL CHANNEL CENTERLINE UP LOG > > w w w i w w -i 0.3' 0) Go to 00 CID EXIST. GRAD w 8-W 0 0 LU FILL BEHIND 0) 00 00 00 0 0) 00 CD 5 -- ALONG 0- 00 (L 6 0) 5; 0- HEADWALL CD 0 0 w 00 PROPOSED + w- w - PROPOSED 90 LF OF - 0 ;E ;1: * to 0 0.12% SLCPE i5 Cn X X 04 + CENTERLINE + a. 00 to EXIST. GROUND ELEV. (TYP.) C4 04 + z ir CA [n CA 5; 0 CA 0 CA 5; 5; 5; p - w z z w z 0- 5; a. 0- 0- w CA a. 0 b w Z ncl) w PROP. GROUND ELEV. (TYP.) 04 Cn 0 in It C 0 to + in it 0 0 0 0 0 0 ir 0 Ir 04 0 0 Ir ir L) L0 0 to C4 C4 00 n a + to + Cq C4 C4 in + RIFFLE + CA Cn in ROPOSED Cn GRADE in 0 RIFFLE Cn ----AA'01, 4 A 10+50 11+00 11+50 12+00 06 Go VER11CAL DROP AFTER C14 to 00 00 Lf) Lf) d C6 C)) 00 to to - 00 Go 00 to 12" NATURAL 0 0 to 0! 0) 00 CHANNEL FILL IN 6 0) to >; LOG SILL 0.0, WEST CULVERT UP LOG > > w w w i w w -i 0.3' PROPOSED 90 LF OF w 8-W X 4-H RCBC (EAS LU V) In 0 SLOPE 5 -- L'L I 0- �.12% (L 1. 5; 0- . 0 0 —CD M m— oo L) L) + w- w - PROPOSED 90 LF OF - 6-W X 6-H RCBC (WEST) ;E ;1: * to 0 0.12% SLCPE i5 Cn X X 04 + + a. 00 to EXIST. GROUND ELEV. (TYP.) 10+50 11+00 11+50 12+00 06 Go VER11CAL DROP AFTER C14 to 00 STRUCTURE 00 Go 00 to 0 11`*� 0) Go ROCK STEP to 0! 0) 00 LOG VANE 6 0) to >; LOG SILL 0.0, UP LOG > w w w i w w -i 0.3' w w w 5; 0- w 5; 0- 13- Lei 5; 0- 0- + wi Lei 11) + + C%t a 04 + + n C4 + C4 04 + 04 CA CA in V) CA 5; 0 CA 0 CA 5; 5; 5; 5; 0- - 5; 0- 5; a. 0- 0- a. 0 b PROP. GROUND ELEV. (TYP.) 04 co; Ida 1� 0i CD T (000 12+50 13+00 13+50 STRUCTURE VER11CAL DROP AFTER STRUCTURE STEP POOL 0.5' ROCK STEP CD -17- %eb- V) -I- Jr LOG VANE 0.3' LOG SILL 0.0, UP LOG 0.3' LOGA-VANE LLI 0 U) eq log = DOWN LOG 0.3' 14+00 D(ILT. CHANNEL GRADEJ NO IMPROVEMENTS PLANNED co 14+50 zoo Ono F= C6 6 <00 :3 ++ CY Ln o W - - ;5 (n P-�' 0 - 15+00 15+06 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR TO LOCATE EXISTING WATER VALVES TO ISOLATE AND CLOSE LINE PRIOR TO CULVERT CONSTRUCTION. SERVICE TO EXISTING HOMES SHALL BE MAINTAINED. COORDINATE WITH CMU INSPECTOR TO INSTALL ISOLATION VALVES. 6.) CONTRACTOR TO SUPPORT FIBER OPTIC WITH STEEL BEAM CAPABLE OF SUPPORTING A CABLE WEIGHT OF 0.155 LBS/FT. A T & T WILL ASSIST EXPOSING AND SUPPORTING CABLE. 7.) SEE SHEET 23 FOR TEMPORARY CHANNEL IMPROVEMENTS AT CULVERT. cl� CD 705 —695 C/) Ld 690 C) 685 Aw 675 loci % .1 *If .......... (-J LLJ (D CD -17- %eb- V) -I- Jr C�, .iq =� 6 d 1z & .0 0 LLI 0 U) eq log = E7- 0 M 0 b 0 04 2 L) L0 0 0 d Z 0 04 PLO ,-FE 702.09 CRAWL = 706.42 0.92 y FFE = 71 REMOVEAND r REPLACE 40 LF OF 05706231 LAG 702 98 John H Calhoun and 4' CHAIN LINK FEN E FFE RELOCATE EXIST. POWER 703.'72 Dizobeth W Calhoun z -Z 2 x DB 29671PG 318 x POLE (BY OTHERS) 057062J2 141J Grovewood Dr. r/ William Edward Smith Jr Charlotte, NC 28208 05706230 L - - - - - - - ]I / Pomelo D Helms STA 20+65 DB 37401PG 801 PROPOSED HEADWALL DB 123171PG 829 1419 Grovewood Dr. \� EXISTING HEADWALL Charlotte, NC 28208 1401 Grovewood Dr. \ TO BE REMOVED 05�70623J Charlotte, NC 28208 (SEE SHEET Dg) Alice D Thacker _zy D11 70771PG 487 1 145 SY ASPHALT I _j REPLACEMENT 057062J4 1425 Grovewood- Dr. L _j 9 0 ____ Pany Novasy Charlotte, NC 28208 --- - - - - - - - - (SEE DETAIL 2 STA. 0+00 ON SHEET D2 00 14,31 Grovewood Dr. DB 176231PG 302 (NCDOT STD 840.51, 840.54) PROPOSED STORM MANHOLE 3-01 V . ..... ..... . Charlotte, NC 28208 or -1 M ,MA U PROPOSED 32 LF REMOVE AND REPLACE OF 15" RCP 65 LF OF 4' SIDEWALK 2 2 S WIN (CLD STD. 10.22) EET SWEETGUM PROTECT SHED REMOVE AND REPLACE TEMPORARY 16",17". & 1 13� RI STA 19+91 14" OAK 277' OF 4' CHAIN LINK CONSTRUCTION PROPOSED HEAD APLE Cj PROPOSED TOP OF FENCE EASEMENT EXISTING H LL 6" PEAR . . .... LOW FLOW CHANNEL PROPOSED V TO BE CONSTRUCTED RIFFLE (S D9) '-�,,21- SWEETGUM (TYP) XE SHEET 'PROPOSED (TYP) (SEE SHEET D6) REMOVE AND ........ ... INV. OUT F- TOE OF BANK REPLACE 85' OF ........... ... fTVDN A' r'WAIN I IKIV P*I7Nf1P' 'Ik -1 PZOPOSED 7 T4".1 OAK CHANNEL CENTERLINE V eh_�W* PIDE INIIIIIIIIIIIIN L , Ix CHAINLINK x—x MIMI Ow.- Wd 1i /::: " -4 _j 0 111 __j LO I= Cn V) 0, (A fL/iPRO,P. VALVE (SEE OTE 6)1 Q� off INVO, _j 0 06 r -II: x Q z 0 0 0 P, LLJ z .E , 0 0 r- LL1 z 00 "o, 0) 0) Z,^,^ I= 0 LLJ E7- LL1 %A r- PROP z SANIT MANHOLE ZO -X7 00 .�36 REMOVE AND REPLACE 65' OF 4' CHAIN LINK ENCE REMOVE 128 LF OF E ISTING 10" VCP AND INSTALL 40 LF '4 OF 10" PC 350 DIP 0 PROPOSED SANITARY M MANHOLE PF71 nrATir F7YICZ'r F I I 11" OAK POWER POLE B (BY OTHERS) P P 35" SYCAMORE (N D STI In STA. 0+00 NIOVE AND REPLACE 8 6T R'DESTRIAN BRIDGE WITHZ 11 Y �iA SS N 376 8 01 PROPO�P'o 28 . PEDESTRIAN BRID(�E, RI 96. CA E: 9�130.�084 03� (NC t STD "0 �46. �'3) NOTES: RELOqATE 18&�E K �\4CLUDING FOUNDATION. INV OUT 696 1.) SEE SHEETS X1 TO X34 FOR P"ATION Tq 3ET PER PIDE . .... . 50 LF OF -REMOV�, 71, S 7LF OF CHANNEL CROSS SECTIONS. AND \/\NEW TOP Of I ' "'K PC 350 113" 76- CMPA IU� SANITARY SEWER 7 ---- SS-- k -APPR D 'W X 5-H \RCBC (NORTH) 2.) SEE GENERAL NOTES FOR TREE PRE BY ENG ER. . . . ..... DIP AEOLACE WITH 61 -ROTECTION REQUIREMENTS. SEE x F j ANU 0 W A 7'H !RCBC (S x SS IN OUM I" IN DETAILS 2 & 3 ON SHEET D3. PROPOSED 5 LF r - LEV 70 3.) SEE PLANTING PLANS FOR 777 PROPOSED 28 LF 7 -INV. I OF 30" RCP VEGETATION AND SEEDING -CRAPE MYRTLE 97.87 5" PEAR OF 15" RCP� REQUIREMENTS AND LIMITS. 22" PINE CHERR 'S S, F STA. 0+46.50 C?, p,0 - q 11 � 1-1 -11 -11 1 - I I , i::0 11.11 11 I'll, PROP. VALVE CLUSTER CLUSTER PROPOSED STORM REMOVE EXIST. 4.) STOCKPILE TREE TRUNKS OF REMOVE AND REPLACE 0 -Z (SEE NOTE 6) RY MANHOLE G EPLACE 100 LF. MANHOLE (NCDOT STD REMOVED TREES WITH 18" DIAMETER 60 LF OF 5' CHAIN LINK FENCE AUGMENT EXIST. —] \ -\. F �SEE NOT, 8 ::.. OR LARGER AND MINIMUM LENGTHS 9" MAPLE,0 5" & 6" TWIN -r-) RIFFLE EXI 5' WIRE MESH 840.51, 840.54) BRAD. PEAR e 24" CRAPE MYRTLE FENCE OF 7 FEET FOR FUTURE USE IN LOG L STRUCTURES. CLUSTER ROPOSED 162 LF 0 P AOPOSED 18�', LF . ..... V�q 5.) SEE SHEET 18 FOR PROFILE OF 0570E!2��:',:!�� CRAPE MYRTLE ELEV.= 704.03 \F 10" PC 350 DIP 30' CANOPY ROADWAY DRAINAGE SYSTEM. N= 555208.9609 Ann Ste >es OF 18" RCP R�MOVE EXISTING CURB 6.) CONTRACTOR TO LOCATE EXISTING E= 1429454.0715 DB 21_W61PG�;,�57 INSTALL 250 LF OF 2'-6 WATER VALVES TO ISOLATE AND 4800 westri,,.�<e Dr Ch �otte, NC,28208: CLOSE LINE PRIOR TO CULVERT LANDSdAPE GRAS 0� AND GUTTER CU D D. 10-17A)05705624 CONSTRUCTION. SERVICE TO EXISTING HOMES SHALL BE (C IL 96, R: 05706226 PLANTER Sam South 05706225 'sho- 05706227 POOL MAINTAINED. COORDINATE WITH CMU Gloria B Dalton Williams 04orles L Johnson and 05706228 PXVtMENT DB 11J481PG 158 INSPECTOR TO INSTALL ISOLATION 4' DEEP DB 26154 1 10% O� L 4740 festridge Dr Charlotte, /P k, wifc�,, Beverly M Johnson Brinder A White . I , Nt VALVES. DB 79491PG 509 _A 4822 Westridge Dr D E C�MENT (TYP.) 4826 Westridgo- Dr Charlotte, NC 28208 OB 65851PG 177 DB 167,311PG _947 7.) SEE SHEET 21 FOR CLOSED SYSTEM Charlotte, NC 28208 -1VC 28208 28 SY ASP A�T\ kEPLACEMEkT 4816 Westridge Dr Charlotte, NC 28208 4810 Westridge Dr Charlotte, RAWL 5.91�, PROFILES. \ PLANTER (SEE 'N \SHEET D2) \7 D 0 8.) CONTRACTOR SHALL REMOVE AND k��/ 0 X . . ..... V RESET FENCE PER SPECIAL �A Y . ... ...... ...... ...... ..... ..... ..... A ... .... PROVISIONS. �A 9.) SEE SHEET 23 FOR TEMPORARY CHANNEL IMPROVEMENTS AT CULVERT. V 0 00 _j 0 111 __j LO I= Cn V) 0, (A Q� off INVO, _j 0 06 r -II: x Z. z 0 0 0 P, LLJ z .E LLJ a 0 r- LL1 z 00 0) 0) Z,^,^ I= 0 LLJ E7- LL1 F= r- < r- 0 w w I. X < 6 :> 0 in x >; in ALLENBROOK CHANNEL STA. 15+50 TO 21+00 + M - 00)+ w Ln m 0+ W_ - D w 0 0 �j cf; -0 w _j x Ld W w - w _j w>0 In w a in _j 0 _j F= > o w (L _j V) ;-g-- in In cn a. -1 w __,,__LAN600D < 0 < W in cn 710— 1 0 3:_0_ 0 it -0 — 710 w 0 0- In a. 0 w _j w < w LU LU w in REMOVE 9� w in CID X 0 = z + EXIST. + Lq Lq < 0 U) V) SANITARY 0) CLEAR cq PROPOSED 40 LF CD to g CLEAR MANHOLE ZONE j5 OF 10" PC 350 Ln Ln PROPOSED 162 LF ZONE FILL bEHIND —v\) 8:1 6:1 in DIP 0 0.50% (0 OF 10" PC 350 DIP 00.38% HEADWALL W. w LIU 11 1 1 705 w w w 705— _j w z z w EXIST. GRADE ALONG 0 PROPOSED 28' z EXIST. CHANNEL ............ cn V) 0 .... ....... ........... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . ................ 4 ........... .......... L0 PEDESTRIAN C/) In CENTERLINE EXIST. 10" .............. . ........ .................... .................. ...... . .................................. .......... . . ...................... 0 0 .............. I ................... ........ I .................................. .......... .. 11 ................. .................................... ........ ................................... ........... I., . ...................... I .......... ... I ................... ........... ............................................................... ....... ................................... .......... .. . ................... BRIDGE SANITARY SEWER ..................... ......... .. 0 ...................... ....... .......................................................................... . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . ................... U) Ir Ir ....... .......................................... ................................................................................... ........ ............. I ............... . . . . . . . ...... ....... ................................... ........... .............. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ................... ................. .......... . . ......... .............. ............................................................. .......... . . ......... ............... ............................................................ ..................... .................... .......... .................................... I .......... ... I ........................... ........... I., . .................... U) EXIST. GRADE ............. ................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ........... .......... .. I ........... . ................................ ....... .......... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . ........................ ...... .......... + AUGMENT ....................... . ................................ .................................. ........... ............................... 0 ........ ............ ................... MESSEEMSEEMSEEM '.. ............................................. "I'll", . . . . . . . . . . . . . . . . . . 13: y ALONG PROPOSED ........................................ .......... ............................................. . . . . . . . . . . . . . . . . . . ........... ........... ...................... . . . . . . . . . . . . . . . . . . . . . ............ ....................... .............................................................. ....................................... .......... . . . . . . . . . . . . . . . . . . . . . . ....................... ............................................................... L0 EXIST. I ...................... ............................................................... . . . . . . . . . . . . . . . . . . . . ............................................ ........... .................................................... .. .. .. .. .. .. .. .. .. .. .. .. . .. .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ............................................. .......... 0 ....................... ssssmm� .......... 0 0 CENTERUNE--\ RIFFLE 0000 ......................... ............ ........... .............................................. ............ . ....................................................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. ....................... . . . . . . . . . . . . . . . . . . . . ................ . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . ........................... ............ . ....................... .......... ........... ......... ........ . . . . . . . . . . . . . . . . . . . . . Ir it M . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................................... ............ ................................................................................................................... .... 700 0 .... . . . . . . . . . . . . . . . . . . . . .... ........... .... ...................... 700 0 Go ........... .......... . . . .. .. .. . . .. .. .. .. ............... ....................... ......................... .................................................................................................................................................................. x .... . .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . . . . . . < CONSTRUCTED 0) W) . . .- =iLwa9I I_ 13: + PROPOSED GRADE + < CONSTRUCTED co RIFFLE 00 --- ---- F .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . I— .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . RIFFLE ............................................................................. ............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .................. ................................................ .................................... ................................ ............................................................ .......................... ................................................. ....................................... ..................................... ......... ......................... + ......... ........ ........ I ............................................................... V) .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . ................................................................................................................. . . . . . . . . ............... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . ... .............. ... .............. . ...... ................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . ....... ............ . ...... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . in V) .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . PROPOSED GRADE . .. . .. . .. . .. . .. . .. . .. . .. . .. . . ..... .. .. .. .. .. .. .. .. .. . .. .. . ...................................... ....................... .................. ....... ..................................................... .................................... ..... ................ ... ............................. ............... ... Ljj ....................... ....................... ............... .......................................... ................. Ljj .. .. .. .. .. . .. . .... . .... V) . ... .. .. . .. . A. 695— A 695— ALT� PROPOSED 75 LF OF, 0! CLASS I RIPRAP to C) 6-W X 5-H RCBC (NORTH) M w to _j (SEE SHEET EC4) 00.41% 0 < 0 w 0 < 0 _j 0) ;i to to 1:6 0 z CY) 00 x to Ln 1:0 to z CD 0) LO 0 (0 >; to 0) Ui to PROPOSED z to 0) 00) 75 LF OF 6'W X 70H > w w 1:0 to _w 690 _j RCBC (SOUTH) 0 0.41% 0: F --690 to w _j _j 0) w w U) -1 w w :> w _j w 0 (0 w 0 :3 :> 1 5; >_ 5; in o- q C-4 0) 5; 5; w CL n "R 0 0 12" NATURAL two w0co 0- to w 0 a. CY) >; >: CHANNEL FILL 0 (0 OR 6 0 to 0; d it 0 0) 00 (0 M z (0 a. 0 to z z 00) it r� (0 5; + + it to w U) �5,6,6,5 + 0- 0) 0) 0) ZOO) 0 + + rn — W < P� to 04 a:w_0 r- + w Ir _j ch r_: Go 00 00 :3 -j:i:D ;� r_ + w - in in z ch 0 -w-0 x w 1 5; Go a. Cn 299--685 685 Cn W_ in a- 3: 0- i!S 5; 0 0 0 Ir 5; P-* 515; EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (TYP.) 5 Cn 0- -MM in _j 0- to i5 a. 13- 5; 0) 0 C-) 5z w in 0- 0- 1 5; + Ir w wM 5; 0- CY) a. Lo r - in x x 0 3: 01 co 0- w Of �-x QO 15+50 16+00 16+50 Ln M (0 17+00 17+50 Ln 18+00 18+50 19+00 19+50 20+50 LD 21+00 WE _j VIA 0 < c-) :Ln (D 4: < E LIJ (A Q� off INVO, Z. �g9 Ci z .E .0 is A 'E g L4 00 C L) gad LIN i- d -L, -C 2! E7- ZO 2111b 0 M 0 bC14 0 R LO 0 0 d 1 4 0) CD 0 0 w 0 r + INC o . ..... . . ...... L -j CRAWL 706.99 Z -z CIP 0570562J Loudale Lee Reddin 9'' DB 58491PG J6 17" MAPLE 133,3 Grovewood Dr. Charlotte, NC 28208 e 20 PPUnVP Amin Prpi ArP77-----�L- A/C PAD 1,4 L FFE 706.12 HOUSE CORNER LAG = 706.30 Ll r< 0 m: " z 1 05705622 �t �tl I P -11q IA1— -q z �7 77-1-7 7 7—TI-7 77-1-7 7-7-1-71, A A/C PAD Al FFE = 707.33 'Lx Z Z -Z-/-/- z z -Z-/ oz /P DB -8 12,3 G 789 F771 ��14 72� k�estri.dge 11 Dr -Charlotte, NC 28208 STORAGE/, ..... . ..... ...... ELEV.= 713.36 ..... ..... . . . .... . . ..... BLDG 7 7 —1-1-7 7 �—/-j N= 555�284.6981- L/�J— Z Z -A zZZ),___ V SHELTER - E= 1;429,909.2039,& F - - - - - - - - - - - - - - -- 'X—�F7 — -- -/ x 1, - DRIVE .7 77171 �771— ASPHALT A —1—,,77-1—rr7\ —1—i -r777 T77 A �7 FFE = 714.18 cAV L L jqr- VENT A/C PAD HOUSE CORNER LAG 708.82 \\A\ FIFE = 714.11 CRAWL 708.89 30 05705619 John Harold Calhoun Y DB 2,39641PG 884 NC 28208 1315 Grovewood Dr. ..Chorlotte, p �/o 1�65� REMOVE AND \� �� C,�,, 'REPLACE 122' OF b 4' CHAIN, LINK FENCE AUGMENT EXISTING RIFFLE 1 0 c') /I �b ULI jjjjl,rc2 jjj DB 32,381PG 75 NC -- 28208 K -, A, tridge Dr FrE - 716.85 4716 Westridge Dr Idiie, 4 700 - We' s L CRAWL = 710.15� Charlotte, NC 28208 LAG = 710.63 0 ru 21+00 21+50 22+00 22+50 0+50 1+00 24+00 24+50 25+00 25+50 26+00 L- 1=0 2 M cn < cn M ALLENBROOK CHANNEL --] M 21+00 TO 26+00 �;u Lu NOTES: z 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. M 2.) SEE GENERAL NOTES FOR TREE PROTECTION M M REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. - 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 21+00 21+50 22+00 22+50 0+50 1+00 24+00 24+50 25+00 25+50 26+00 L- 1=0 2 < ALLENBROOK CHANNEL STA. P?q mv U-L� 21+00 TO 26+00 A'E i L4 I Ldu Lu 0 2E s z 715— d wft 715— '4 C-4 Y) b :n 00 0) LO 0 710 710— 0 d 1 4 w 0 0 0 04 CID U PLO 0 0 P4 -f� Z* 0 0 cf) C—) 0 Zino 000 F= c6 C-4 00 A C—) + Z P < c6 + (0 0 ar + + — " RIFFLE + C/) C/) :3 CY LLJ + C-4 L'i Z 0 C*4 m (-0 0 Z -0 Cn F= (n 705 705— < C) P i5 < 0 cn CONSTRUC "'J"a I ED 13: 0 CONSTRUCTED PROPOS D GRADE R F L E" CONSTRUCTED CONSTRUCTED RIFFLE CO STRUCTED RIFFLE LIF Lij RIFFLE c+1 RIFFLE LLJ PROPOSED GRADE A A 700 700 cli < to < 0 >: OR ui co m CD In 0 0) —Im co 0) 0) co w w 5; a- 695— 695— Co— cy; 06 m 0) to r- 0) to 00 0) >; to w a. 0- c; + Ln cq (0 >; to w Lu CD In + + W) w -i LL1 w -i 0- n EXIST. GROUND ELEV. (TYP.) P ROP. GROUND 0) ELEV. (TYP.) + u') C14 C4 U) LL1 1 5 w LL1 5; a. 0- c; In Ld r- + F It C4 i!s (n 0- a. + C4 ui + + C4 + W) C4 W) C4 I , �<-- (n En - 5; 690— 690--a. to C4 C4 C4 cq cq 5; a. a. Wf 0 + C4 + C4 �<- cn En 13- + C4 9 9 cn 5; (n cn 5; 13- 13- �<-- V) cn a. 0- (L (n 5; n 5; A 685 —685- 14 14 cm 0 .0 0 (D 0 .0 r" r- 0 .0 CJ C-4 m cj M M m m 0 0; m 0; m m 0) 0; m M 0) 0; G; im 0) ai m 0 0 ci CD C5 o N 0 (0(0 D CO w co 0 co QD CO to to co CD r1- r,- rl- F, 21+00 21+50 22+00 22+50 0+50 1+00 24+00 24+50 25+00 25+50 26+00 L- 1=0 2 < I z P?q mv U-L� g I zo co.'.' ci ;.m cs - A'E i L4 I Ldu Lu 0 2E s z d wft C-4 Y) b LO 0 0 d 1 4 w 0 0 0 04 CID U PLO 0 P4 -f� 0 cf) 7 1 IVA 10 . . . . .. ..... ..... ..... ..... . . . ..... ..... . . zy z _/ -17-777�� -Nollo and 05705616 05705615-1 1., 1 1 Mom(5 Vernon Clayton Jones and Gloria 1-t � Tucker Nollo ELEV.= 718.75 STORAGE N= 555640.1529 wife, Joon..,J.,,, Jones _,P8 1,00071F�G- �59,3 94,361PG t 12 BLDG. E= 1430106.4635 1 11, 1221,,GroVe wood 1.�09-Gro ve wood Dr. DB 39941PG 'jO2� ��k GARAGE Charlotte,, NC'28208� 5705614 C Charlotte," NC 28208- /,B 1227 Grovewood Dr. Ivy M ..Harvell. and' 05705617 /-A, 11 4� A//- ?,q,.?nq A � - _N' n_* - 1 05705612 L/ . ..... -Z PLANTED D8 OUTFALL TO PROPOSED DECK 61 FG 454 Estate File 07 -E -J20 1275..Grovewood Dr. Grovewood Dr... BANK Charlotte, NC 28208 "i jar "Or6,�&Wo&-d gr:-_ '0� Morris Erwin,, Sylver Denise S Harvell - David A Stogh6r AREA DY 10" HfCKOR TIE IN 15" RCP -Z z DB 73711PG 70 T D8 17J291PG 840 _16" BEE H -Z Charlotte, _NC 28208 Charlotte, NC.,28208 STEPPED L -Z zz- ELEV.= 714.45 OUTLET N= 555588.7841 REMOVE AND -REPLACE PROTECTION. SEE 8660 B" HICk-OR-r— ---7T-OF3' CHAIN `LKK FENCE 05 7b E= 143008.8, DETAIL 3, SHEET D7 jes . ...... ...... .... . ..... ..... ..... TO NE4RESt LEVEL GROUND Esca Off PROPOSED FLOOD -_PROPOSED CRAPE MYRTL CENTERLINE. RAP 10'CANOPY DB 48001PG ';�OJ__ REMOVE AND REPLACE BENCH 'CHANNEL C 1309 Grovewood Dr. (TYP) T YP) 15" HICKORY 11" HICKORY' Charlotte, NC 250 LF. OF 4'_ CHAIN LINK FENCE 4 - ------ 7 A 1 PE -DIR.-- A- - PLA PEAR BEECH 3" OAK 13" . ..... OAK 0 21 BEECH 12" H B" ASH �97 0 AK CROSS VANE (TY R" nii< REMOVE AND REPLACE __,FPROPOSED� 22" �OAK (SEE SHEET D5) AINLINK cTn)�7 x 0 0 C11 0 1 NV. $ 706.72 -- OU SHED TO BE --J R VE AND REPLACE PROPOSED CONSTRUCTED 32" POPLAR NV. T 706.62 E PROPOSED TC CLASS I RIPRAP PROTECTED L I N04 112 LF OF 4': MESH RIFFLE (TYP) )P OF AS DIRECTED FEN E 'IN- FLOW CHA NEL 0 18" MAP E (TYPY =,PROPOSED TOE OF LOW ..... ..... ..... .... 24" MAPLE 0 FLOW CHANNEL (TYP) x 18" MAPLE 19" WEETGUM x CD WEETGUM ELEV 713.01 20"1 S 33" MAPLE- o" N- 5 5739.2398 24" SWEETGUM 17" PINE E:� 1 30332.9444 0 12" PINE . . ...... - - - ----- ----- ----- ---- 3� .1,7",.,SWEETGUM 55 11 .1 05705634 . . ..... . . ..... . 24" POPLAR - rq I - 1-1 - I . - and SWE Benjamin --Kehn I? ETGbM 17" SWEETGUM 1.0regory Kennedy . ..... . 21",,SWEETGUM 18" SWE 057056JJ 4606 Wesfridge Dr 24" SWEETGUM Daniels and D8 20,3451FG" 215 Jewell E co% / " Chdrlotte, NC 05705635 057056J6 'k Shirley- 6' Daniels OUT 714.19' 28208 Joseph D Tucker . . .. . ..... .. Potricio Yolanda Huff W TGUM . . . ...... . .. ... . ..... ..... 25,951PG 518" 05705632 4612 ,Wbstridge Dr Charlotte, NC 28268 DB _12.35291P(� J84 DB1-672.14/PG 369 CD Benze 46 00 Westridge 11 Dr x Westr�4,6-Dr__.. and Charlotte, NC Chor7otte, -NC.. 28208 28208 1,319 kat DB 22Wep ..... ..... 'd ge Dr 110 4620 1777�1 ............................. Charlotte, 28208 A NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 .Ole ; I IV All I a 181"', _j 4 < s LjJ V) ALLENBROOK CHANNEL STA. 26+00 TO 31+00 gz 3�d ; .:3 -4 .06 ON q L4 C 0 04, LU 0 W.0 2i 2 IL 10 z 720- d —720 woo ram CL an 0 M 0 C*4 C/) 0 Ui M 0 C14 r- an EXIST. GRADE ALONG 0 d 1 Z CY) EXIST. CHANNEL 715 0 C4 0 >: __Ln LU CENTERLINE -1 715— x _j U k"o 0* en CONSTRUCTED 0 r- z z RIFFLE EXIST. GRADE PROPOSED GRADE ALONG PROPOSED 0 C) 0 ej Cn RIPRAP FL6ME CENTERLINE--� 0 (n AS DIRECTED + Q0 V) 0 W_ I, STEPPED OUTLET XIST. 10" SANITARY CONSTRUCTED RIFFLE + z 0 PROTECTION. SEE SEWER FE y DETAIL 3, SHEET D7 CONSTRUCTED -1 cn 0 0 i RIFFL 710— 710 < (n 0 m CONSTRUCTED < m Q CONSTRUCTED 0 N RIFFLE y 0 CONSTRUCTED RIFFLE + 00 A C/) 0 m CONSTRUCTED - RIFFLE Lij CONSTRUCTED RIFFLE Lij CONSTRUCTED + RIFFLE RIF FLE 705 Do 0 705- 0 0 0 0 0 0 in 0 0 IR r- 06 0 06 0 rl- r 0 0 0 >: 0 Ui 0 r- rl- LU Ui 0 0 to 0 > >: >: >: LU _j _j _j 0 n r- r- r- LU _j W _j W o- 0-0 C4 'i 0 _C� In 0 0 0 —4-0 0 r- an 0 LLI _j ___j LLI >: _j n A A U) 0- 06 to 14 00 + 0 700- 700— 0 0 OR eq In v) 0 r- r- >: LU W LU _j 04 an to + 00 00 + + + 0 + 0 0 C4 C4 0 r- r, LU _j LU _j _j _j LU 06 1� 1� + + 0) 04 0) C_j 0 Cn 0 r- r- >: LU >; W W + + + in in >: LU _j _j 0- d 00 Cq 00 Cq C4 Cn Cn in _j _j 5; C4 rl- 11i 00 0 + + C4 + in in 5; 0- 5; A 0-1 5; 0- -td 0 + r- + r- 00 — C4 04 00 C4 cn[ in in 0- 0-1 695- 695- r� 13- 0- 0) + + C4 C4 9 �<_ 9 o- o- o- + to r- r- C4 C4 i!S i!S in Cn in + + 0 W C4 i5 i!S in in 5; 5; IL 5; IL 04 04 V) V) V) A IL V) Cn 5; IL IL EXIST. GR06ND ELEV. (TYP.) - PROP. GROUND ELEV. (TYP.) F IL m 690 f 690— 0 q to 00 m 00 r- to n IR It LO 0 r- n 0 Lq . q* K) C� 04 0 00 C4 N 0 C4 a 0 0 0 n 0 00 U) 00 to 00 r- 00 r- co 00 C6 r- 0 r- r. r- 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 .Ole ; I IV All I a 181"', _j 4 < s LjJ V) e 9 gz 3�d ; .:3 -4 .06 ON q L4 C 0 04, LU 0 W.0 2i 2 IL 10 z d woo ram 0 M 0 C*4 C/) 0 C14 0 d 1 Z CY) 1:0 + U k"o 0* en cn 0 ej Cn ��4" o/ ELEV. = 720.95 Z-21 0 556288.0580 NiL E= 1430558.7198 . ..... i�7 777 7_177 05705608 6 & 7" TWIN 27 OAK 0 �SWEETGUM 24" OAK' Mary A Freeman DB 82211PG 545 1121 Grovewood Dr. 22" POP'LAR Charlotte, NC 28208 19"'POPLAR 22"BEtCH o 12 SWE GUM 0�_ er ond" Dona F Cron 05705609 9" OAK ..... ...... Eksupo ngsn . . ..... o Delora C Carter DB 146571PG 498 DB 224191PG 408 OB 48,381PG.. 712 1127 Grovewood Dr. 1133 Grovewood Dr. 0517(35649 14" HICKORY 1 lij, Grove'I�oqcL,Dr . . .. ...... "'Charlotte, NC 28208 . .. . . .. ..... Charlotte, NC..,, 28208 1=l Nghiep DB 2065�61PG 74 16 Bramble Pf' BE C_28208 ... . . . .. ..... ..... . �OAK Y. 1�i and" _ar,lotte . ...... WEE Cho otte, NC . . ..... . . ..... . . . ..... ..... 1.9'-. S. _TGUM N, 28208,�, 7 -7 2�1 777 LAG - 12"' OAK� Ar FFE 9" OAK OAK 18" OAK . .. ... . . .... . ... . . . . . . . . . . ..... T2;',eAK' CRAWL PROPOSED ROCK 4" CHERRY' 20"_OAK . ..... . ..... o CROSS VANE 0 15" RCP PROPOSED. TOP— Of OUT - (TYP) .. ..... ..... ..... ..... ..... ..... ..... ..... ECH INV (SEE SHEET D5) LOW FLOW CHANNEL 8" OAK B , E SqF 11" SWEETGUM� 8" OAK WILLOW 5 5' OAK . . ...... (TYP) T N" 0_ .1 bAK PROPOSED OAK,. o GY CHANNEL CEN.'19"INE 30d HICKC)AY' FFE 727.63 0 . ... ... C, C e C) 00 20" POPLA . . . ..... . . ..... . ... . ..... '1� 20 POPLAR Su )�'�''CEDAR C C C u )PLAR u R 16" POPLAR 3Gd 6" SWEETG 4" S�JWGUM PINE 05705648 C C 5" Offi EETGU STORAGE Gory D. Waters and 0)" ... ..... ..... </ wire, Mona M. Waters DB 94091PG 982 3 1020 Bramble P1. SSE -CH Charlotte, NU Al 0/ 4, & _')�)L / A < 16" n 28208 S llf��RC: �x DE S 10" SANITARY SE'AiER INV.7.712: vs MAPLE P§ F R- UV. 116'. �K 48 6" DOGWOOD E 91 N�= \5 064, 5 3ANI 1 ARY SEWER PDE 14 015411. 15 E= "l 4305 24 0 AK 22 S /WE 7017 �14 MAPLE 6' CANOPY PROPOSED CONSTRUCTED . . ..... 6" WALNUT �24" MAPLE CRAPE MYRT GARDEN RIFFLE (TYP) LE . ..... ..... ��SEE SHEET D6) 1, -41 H, 12" PEAR PROPOSED TOE OF-.,--- S 0 PROPOSED FLobbPLAIN LOW F1_0w_-CHANN'EL (TYP) 25'CANOPY' SSE 28" OAK ..... ..... YRTLE S SSE . ..... . - BENCH �TYP .1 ) qRAPE M SSE 'Jr 10" 'WALNUT SANITA SEWER //BRAMBLE PLACE ..... ..... ..... ELEV.= 716.91 d INV. IN,.(NORTH) 710.75 2) N= 555934.0055 8 CH ERRY INV. IN (EAST) 711%iEl cn 3ad 0" 'BEECH. APPX. _11RCP E= 1430488.1361 1 1 1 181, INV. OUT 71O.Oq 0 ML �n RIM�'ELEV. 718.82 BLIND BOX 0570,,56J7 AT "'ASH INV. IN 714.72 Ln LOCATION I V. OUT'711.77 BOY M Hamby DB 170511DG661- 4528" Westridge Dr OTE 6 11 All- //S E E N . ... ..... ..... ..... ..... ..... ..... k SEWER CLEANOUTS or a e, 12 POPLAR PER�SIMMON 282 Lr) Lf) -657056-ig I . Cedric Faison an a, 1 D' CANOPY 05705647 4 < Rho . ..... . . ..... ndc Falson MYRTL 057056,39 (,n E�; BEECH�' Caroline C Hoywbod ......... 0 Lamont Raine and Cn DB 227621PG 56,� A_ DB 6,38,31P.G 623 4520 Wes tridge Dr Keisho Rcine 1019 Bramble P[ horlotte, NC DB 178181PG 165 STORAGE Charlotte, NC' BLDG. 28208 4512 Westridge Dr 24" POPILAR 28208�� LAG = 725.85 Charlotte, NC FFE 734.07 ---- 28208 CRAWL = 729.17 '6PY '19' POP LAIR LAG = 729.19 --- FFE = 726.70 10' CAN -A �,s 0 BLDG. 4 �(018"-POPLAR CRAIRE MYRTLE[ 31+00 31+50 32+00 32+50 33+00 33+50 SS e� RIM ELEV. 728.66 NV. IN 722.79 NV. OUT 722.61 DOUBLE CATCH BASIN ELEV. 726.33 INV. 720.43 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) RESTORE AREA USED FOR ACCESS ROUTE, AND TEMPORARY STREAM CROSSINGS, TO EXISTING GRADES, AND STABILIZE. 6.) CONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT FENCE PER SPECIAL PROVISIONS. ALLENBROOK CHANNEL STA. 31+00 TO 33+83.77 % 0 p 41*1 r is g b 3 z 0 C4 E_ > d z d MATCH EXIST. CHANNEL GRADE 10- w EXIST. GRADE ALONG 0 04 w X u U) L) w -720 u uj 04 EXIST. CHANNEL z -720 _j uj z CENTERLIN u w z 0 d 1 4 CY) Cn 0 Q w w V) 0 x 0 w 0 V) V) 0 EXIST. GRADE 0 w 0 ED w ALONG PROPOSED + En Cn L) gz CENTERLINE -lie LLJ + 0 0 CONSTRUCTED 0 0 0 y 0 RIFFLE + Ld > --715 715- %J CONSTRUCTED 0 RIFFLE CONSTRUCTED + EXIST. 10* SANITARY 0 RIFFLE C14 SEWER 0 + Cf) + TED U) T_ r�r) RIFFLE V) ------------- ------ -- f Tr, 1 _j Ld r-- -710 710-. - -- - - - - - - < y - - ----------------- x 00 U) ---------- + < Ld 0 C4 C4 0 0 Ci 0 r - C) 705 __0i -0 0 F, > _j _w -705 00 > w _j w 0 w d 0 U) <_j >: Ld _j Ld LLI _j LLI Ld O_ IL 06 00 + 5; IL IL IL C*4 00 + + 04 re) re) rn M IL 06 d W) + C4 V) Ki 0 + + + In _w) (n �<_ U) 5; 5; - Ld _J --700 _700-+- U) _j V) En V) < V) IL EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (TYP.) 5; a- IL C) a- LLJ -695 695 -690 -690 0 P� .0 0 0 C14 00 r- It 0 0 C! 00 'D d d N C_� 31+00 31+50 32+00 32+50 33+00 33+50 SS e� RIM ELEV. 728.66 NV. IN 722.79 NV. OUT 722.61 DOUBLE CATCH BASIN ELEV. 726.33 INV. 720.43 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) RESTORE AREA USED FOR ACCESS ROUTE, AND TEMPORARY STREAM CROSSINGS, TO EXISTING GRADES, AND STABILIZE. 6.) CONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT FENCE PER SPECIAL PROVISIONS. _j < - E 0 So LLJ 1,40 % 0 p 41*1 r is g b 3 z 0 E_ d z 10- w M 0 04 w X u U) L) w b u 04 rz u LO 0 d 1 4 CY) Q w w 0 w 0 x 0 w 0 ED 00 + gz + 0 SEE SHEET 9 FOR ALLENBROOK CHANNEI ChGrlotte,"NC 28208 F, G 7- P/ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 I a) LLJ co Lij ON u zo como.,,, ci r cd 01 0 0 -t L4 cq u z L! IL 10 z 0 E NOTES: 1.) SEE SHEETS Xl TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR TO LOCATE EXISTING WATER VALVES TO ISOLATE AND CLOSE LINE PRIOR TO CULVERT d z CONSTRUCTION. SERVICE TO EXISTING HOMES SHALL BE MAINTAINED. COORDINATE WITH CMU INSPECTOR TO INSTALL EEO ISOLATION VALVES. 6.) SEE SHEET 21 FOR CLOSED SYSTEM PROFILES. 7.) SEE SHEET 23 FOR TEMPORARY CHANNEL IMPROVEMENTS AT CULVERT. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 I Lij ON u zo como.,,, ci r cd 01 0 0 -t L4 cq c u uj U L! IL 10 z 0 E d z EEO 04 cn b = c*4 EL Lo 0 0 d 0 0 of 0 IT o SSMH RIM. ELEV. 717.16 INV IN 711.31 INV. OUT 710.46 A SPHA L DRIVE *all C -4� Q�:0 -i < 0 :U) 2:: ME STA 0+28 50 EXIST. CXiCH BASIN 5-01 TO BE REMOVED PROP. DBL CB z (CLD 20.03) z S 8 w C.0,05., C I a -3 w 4 V.S .06 .S E -i L4 Im . i I. � C 0 C4 0 z 0 PROP. PLUNGE ,,,POOL (SEE PROFILE) 0 -L.� - - CONTROL POI1JNT - ELEV.= 713. 91 C �N- 55-53363018 . ..... 0 1430523,7ni Cn B S RY SEW0 /,is S C-1 Lp I C) 3" HICKORY.,, CURB INLET RIM ELEV.�.716.28 INV. OUT 712.48 17, --REMOVE AND kEP�k� 47\� OF 05704701 05704702 1 PLANTER� 2' CURB, INSTALL 2'-6" CURB &___�h ley C Chisholm and 05704703 05704704 GUTTER (CLD STD. 10.29) �De "h 4 Chisholm Regina Smith Brendo I Ferrell - Diroddo Jeanette B Hurley 5 2L36 DB 88761PG 449 DB 148231PG 5 DB 204681PG 257 18'�,OAK PROP. 25 LF OF 18" RCP 12,31 R .. h 4456 Ridgevalley Dr 4440 Ridgevolley Dr Charlotte, NC 28208 4448 Ridgevolley Dr Charlotte, NC 28208 (SEE SHEET 21 FOR PROFILE) X Charlotte, NC 28208 18"' OAK Charlotte, NC.. 282�8 7-4 STA. 0+00 39" OAK W 0 INSTALL DBL CB OE W V (CLD 20.03) OE PROP. 212 SY OF ASPHALT W OE W REPLACEMENT (SEE NOTE 5) SSMH . ....... ................ W ............................. OE WATERLINE (SEE DETAIL 3 ON SHEET D2)-. RIM ELEV. 716.12 - - - - - - - - - - - - - - ------- - -------- L WM W INV. IN (NORTH) 708.18 - - - - - - - - - - - - - - - - - - - - O� i- �NV. IN (EAST) 707.94 - - - - - - - - - - - - - - - - - S\T-. av NV. OUT 706.28 - - - - - - - - - - - - - - - -OE jW WM Of- - - - - - - - - - - - ---- --- ------ Go -------- I 8" WITARY SEWER I CURB INLET -------- - - - - - - - - - - - - - 71 �v k -------- SS RIM ELEV. 715.19 ss OE W ------ ..... ss W NV IN 710.49 OE I -, ".", I -------- LLJ INV' OUT 710.34 ss OE '-- W W - - - - - - - - OE ss - - - - - - S5 RIDGEVALLEY DR. SS - - - - - - - - - - - - - - OE REMOVE AND REPLACE -------- ss PROP CONSTIR CTED - - - - - - - - - - - - - - --- SMH 95 LF OF 6" VERTICAL PROP. RETAINING ---------- ------- Rl' 'LEV. 716.12 CURB (CLD STD. 10.18) WALL, 84 LF SS TOE OF MAIN CHANNEL (TYP) -------------- NV. IN 708.51 (SEE SHEET D5) ss ss Of (SEE SHEET D11) PROP. CRO SS INV. OUT 708.46 �S - - - - - - - - - - - - - - +00 "N' 00 ::7CONTROL POINT ------ ------ VANE (TYP) SS ELEV.= 717.18 ss 72" RCP .... ...... . . . . ...... ------ (SEE SHEET D6) 0 -707- --- ..... ..... 7�VOG, N= 555243.7664 NV.- IN .29 INV. OUT 70�.'47/ I E= 1430740.7555 MOT" 2 74R C V 04� IINV - - ------ -------- --- 711�71� 0 40' OF 4' C IN LINK PR P. 9 SY ASPHA REPLACEMENT (SEE DETAIL 3 ON, SHEET D2) SS SE S,41V/TAR), SEWER SS I REMOVE AND REPLACE - 28 LF OF 2' VALLEY CURB AND GUTTER (CLD STD. 10.29) A/R'. E� T6' I BE USED 7' NTR L U p RIM ELEV_.Z1.a52- I ELEV. 7f RC -IN 706.72 72 CTP 10 718 A uu- EON, INV. N= 555178.6 24-L!� INV. OUT 706.18 CURB INLET E� O=,q 20" TGUM 22 WEETQ RIM ELEV. 714.69 f INV . OUT 710.09 C STA 0+55 . .... C) -@EXIST. CATCH BASIN W TO BE REMOVED SS- 20" SWEETG'M 0 _SS PROP. DBL. CATCH BASIN (CLD STD. 20.03) P-OPL - WM PROP. HEADWALL, C � -Z::� - 0 15 LF (SEE SHEET D11 �W -., +00 B W-------- CONCRETE MONUMENT W PROP RETAINING WALL of N= 555,275.1851 S 27".SWEETGUM 0 . ...... ... 6- ELM ELEV.= 715.24 W 26 LF (SEE SHEET D1 1) 0 E= 1,430,592.1765 16" IRONWOOD It S 9, '.1 , I CC.QNTROL POINT V) CURB LINLET SAN'TARy SEWER C W 1 8" SS ELL -,_716.79 7ERL/NE N�= 55571 60..4Q1 7 Of 25" S C W SS C RIM E EV. 714.24 WA E GUM WA4 1430843.3118--lI C INV. OUT 709.89 0 C INV. IN 709.99 4' CHA/NL/N/,c--- 12" PEAR SS C, . C C -\ `C W C C OIL POINT N X EL .21 8� SS IN Vi;5258. 4 W SS H 26",,BOXELD ER REMOVE 27" SYCAMORE E 1430571.438 REMOVE'AND REPLACE ..'CURB INLET 52 LF OF 2' VALLEY CURB & GUTTER 12" SWEETGUM PROPOSED BA NKFULL' (TYP) RIM ELEV. 714.35 INV. IN 709.35 WITHOUT DAMAGING OTHER (CLD STD. 10.29) 1 INV. OUT 709.25 - - CURB & GUTTER U-- W. -�LTREES SSMH INSTALL 2 -6 RIM ELEV. 717.62 M/ NV: IN (NORTH) 7 >W I INV. OUT 710.53 5-02B Shk 0+80 45�7 I - �NV. IN (SOUTH) 70 .41 KIM nHT 7n� 09 INSTALL DBL CB SSMH1 INV. IN 710.81) RIM,ELEV. 7 BETW��N CATCH BASINS W- ON EXIST. 24" RCP, FIELD ADJUST INVERTS (CLD 20.03) 'RIM E 715.73 N 4, S L/7' -R 14 05704622 05704621 05704620 p 1, --- INV IN 70 Winston Churchill Dunbar and Tailor Cil Mup and Richard C Irvin and co .�INV OUT 705.8 PROP. 18 SY ASPHALT Helena Duncan 0-57-0� \i Daniel Dogout Patricia 0 Irvin Francis L Pendergros�-Jr--on W 4S REPLACEMENT (SEE D8 75,301PG 182 D8 70051PG 430 AL 7-� DRI VF DETAJL 3 ON SHEET D2) DB 29281PG251 Wanda M PendergrGss 1301 Ranch Rd 4463 Ridgevolley Dr 4455 Ridgevalley Dr Charlotte, NC 28208 DB 52941PG 566 hGrlotte, NC 28208 Charlotte, NC 28208 4447 Ridgevolley Dr Charlotte, NC 28208 8� NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR TO EXCAVATE MINIMUM PAVEMENT WIDTH TO INSTALL RETAINING WALL FOUNDATION WHILE MAINTAINING ONE TRAVEL LANE AND CLEARANCE FROM SANITARY SEWER. CONTRACTOR TO REBUILD FULL DEPTH OF ROAD WHERE EXCAVATED. 6.) SEE SHEET D11 FOR STRUCTURAL DETAILS. 7.) SEE SHEET 21 FOR CLOSED SYSTEM PROFILES. 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 *all C -4� Q�:0 -i < 0 :U) 2:: ME L.LJ Cn - Q Y�-j 16% z 9 maw d z S 8 w C.0,05., C I a -3 w 4 V.S .06 .S E -i L4 Im . i I. � C 0 C4 L f CC 2E z 0 E- d z CA z:Z: ,ZZ: 0 M Cq W Cn 101- b CS1 rz LO 0 d 0 to 0 REMOVE AND REPLACE 28 LF OF 2' VALLEY CURB & GUTTER 05704705 (CLD STD. 10.29) 1 Dorothy Brown Riley 05704706 05704707 05704708 05704709 PROP. 7 SY ASPHALT REPLACEMENT A I Is. I DEED BOOK OR PAGE NOT AVAILABLE Alfred Hendrick and John D Upchurch and Michael K Rice Joe mosely (SEE DETAIL 3 ON SHEET D2) 4432 Ridgevolley Dr Belinda D Richardson Joyce K Upchurch DB 1919JIPG 869 DB 1286JIPG 245 REMOVE EXIST. CB 17-oi Charlotte, NC 28208 DB 1256,31PG 745 DB 5J291PG 66 4408 Ridgevolley Dr INSTALL DBL CB 1622 Weststone Dr Li 4424 Ridgevolley Dr 4416 Ridgevolley Dr Charlotte, NC 28208 Charlotte, NC 28208 (CLD 20.03) B INLET U) Charlotte, NC 28208 Charlotte, NC 28208 RIM ELEV. 726.33 NV. IN 721.03 NV. OUT �20.93 Ld CURB LINLET RIM E EV. 726.58 ::�i I INV. OUT 721.98 < Wm 11, : 18" RCP 'I,- - W W r .. ..... ..... Ld 7__ 4.) Li ----------- OE W WM I 0 -- --------- W --------- --- - - - - - - - - - - - - . ...... F- bi WA4 . .. ..... ..... . > OE _t �: L < I $SMH ------ CIE W ------------- =_ SSMH - - - - - - - - - - - - - - - OE . ..... W RIM ELEV. 726.8�'� OE 2" WATERLINE RIM ELEV. 719.28 -- - - - - - - - - W -------- /IMV. I N 717.18 INV. IN 712.73 OE U' W - - - - - - - - - - - - I W SS INV. OUT 712.46 C J -R B �IN-L E -T - - - - - - - - - - - - - - - - - - --------- /j/&V. OUT 717.07 RIM ELEV. 718.52 - - - - - - - - - - - W INV OUT 714.92 - - - - - - - - - - - - - - - - - - - - - - - - < I W - - - - - - I , I � --- . W 0 -- - - - - - - - - - - - SS SS SC- - - - - - - - - - - - - - - - - - - - - ---------------------------- W - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - --- - - - - - - - - - - - SS SS - - - - - - - - -------- SS 8" SANITARY SEWER RIDGEVALLEY DR. TOE OF MAIN CHANNEL (TYP) SS INSTALL MANHOLE, 14 LF - - - - - - - - - - - - --- 7 - - - - - - SS SS INSTALL CLASS I RIPRAP -OF 15" RCP. 15" FES SS - - - - - - - - - - - OUTLET PROTECTION EOFIELD ADJUST INVERTS PROP. PLUNGE POOL;cs-,g m'jr' (SEE SHEET EC8) _ L(SEE A ----7-- ss SS (SEE PROFILE) 18" GUM 1, --------------- UGMENT EXIST. SS Z:Lzz: I RIFFLE -------------- 20__SWE1E_;Q�M (TYP) SSMH PROP. ROCK CROSS L W6ETGUM (SEE SHEET D6) / RIM ELEV. 725.28 G . ..... ... 7� c INV. OUT 1 0 0 VANE (TYP) 715 LOD`_--� ---- INV. IN 716.54 C 8 SWIEETGUM C > (SEE SHEET D5 LUU 0 INV. OUT 716.47 ..... ..... -7. U D INV. OU 717.28 C :Z_�:_ C ANU L� LAIbI. IjIIjL C LPROPOSED 'IBANKFULL (TYP i REMOVE AND INSTALL 24" FES 1 C C_C'_C-C_C_C C C C C C C C C REPLACE 50 LF OF 0 INSTALL CLASS I C - C - 2' VALLEY CURB & 0 RIPRAP OUTLET PROTECTION 32" BO R CURB INLET RIM ELEV. 723.23 I :: I LU GUTTER (CLD 10.29) QD-_ (SEE SHEET EC8) INV. IN,'(EAST) 718.23 REMOVE TREE INV. IN (SOUTH) 717.93 15" SWEETGUM i:5" R 32" BO R STA. '10+24 TREE IN DECLINE INV. OUT 717.88 REMOVE EXIST. CB REMOVE EXIST. '�-,,CURB INLET CB INSTALL DBL INSTALL DBL CB 'tM ELEV ELEV. 723 79 . 717.30 N= 554956*2757 (CLD 20.03) CB (CLD 20.03) IN �66T 712 45 ENTIRE MEDIAN IS WITHIN R/W ANDJ E= 1431273.699 CURB IN�ET AVAILABLE FOR EQUIPMENT AND PROP. 7 SY OF ASPHALT RIM ELEV. 723.34 w MATERIAL STORAGE 2 REPLACEMENT Uj imv mIT 71q R4 (SEE 73 3� w OD Uj DETAIL 3 ON SHEET D2) 24 LF OF 15" RCP LOD IN :� 11 a-, STA. 0+00 REMOVE AND REPLACE 8_1 PROP. DBL CB LEY < CURB & GUTTER V)' (CLD 20.03) 28 LF OF 2' VAL 8_1 SSMH w 7 D w --------- PROR. 12 SY OF ASPHALT _Z RIM ELEV. 719.23 2" (CLD STD. 10.29) REPLACEMENT (SEE DETAIL'7 WATERLINE co INV IN 712.71 IN 'r --- --- LOD NV: OUT 7121.62 LOD 3 ON SHEET D2) IN le" Ss _5� SEE SHEET 22 FOR WESTSTONE DRIVE IMPROVEMENTS NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) SEE SHEET 21 FOR CLOSED SYSTEM PROFILES. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 L_ EIIIIIIIINI *all N" ......... 1-1 f4 Lq 'If -j �2 U :V) < *.W Lij --jr- V) Q % Q. I I I I I C 'C C _j L4 I LU 4 1 0 6 Uj 0 WNU 2E '.0L WEST;TONE E 6 WESTRIDGE CHANNEL STA 10+00 TO 15+00 E_ d z ml 730 C*4 C/) 13- L) to to 1%. _j z Go C1 730 - _j 0: P_ LO 0 d z C-4 r-: 0 0 0 (n Ln Cn to P_ T< W W x x . x W 725 725- 0 (L t) It r- r- 0 > W_ �j LLI EXISIINU UKADE ALONG 0 > 2 > LU LU PROPOSED CHANNEL /1Z LU C4 _j U,) Lj z CENTERLINE + C:) _j LU �_: 0 Lj Cf) Ld z z vi V) I -AUGMENT Ln z 5z Uj X_ W r- Cn V) 0 PROPOSED CHANNEL f EXIST. V_ < LU Cn W_ CENTERLINE RIFFLE Ir- 720- > Cf) Cf) 0 1.5m 0 0 :3 0: co 0 0 y 720- < < i AUGMEN1 0 0: _j IL m 0 0 EXISTING GRADE ALONG EXIST. Ir Q ED Ld C-) C) EXISTING CHANNEL PLUNGE POOL NTH C/) 0 0: C; CENTERLINE 0 0 CLASSI EXIST. 72" RCP �j Li 0 0 rn C4 RIPRAP Li P� + + DIRECTE 0 1 + -715 Lj 715 - PROP. RIPRAP in 0 ;5 /� I U) I 0 V) L ------ --------------- 7 f --------- ------------ -------------- 710- 710 - PROP. RIPRAP C� Ui r- 0 0 0 0 C4 vi Ui 4 4 r- F, iz Fz Uj LU LU LU LU CD _j Uj _j W _j W _j W _j Uj 04 5; 5; 5; 705- 705- -5; -5; P_ 0- 13- 0- 13- a. '6 cis C:j F': 06 C; DID Ln cli 06 W) d r- in P_ LO r- 0) 0 V) W V) Uj in Gj tn tn tn tn 0 5; 5; 515; 5; 5; 5; EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (1'1?.) 5; F- 700 -700- m 0 m 0 CD r1_ Cq CD C' . Ln "4- 0) . 0 0 0 '0 0 .0 C4 C4 �2 N wi �J wi 4 i:z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 L_ EIIIIIIIINI *all N" ......... 1-1 f4 Lq 'If -j �2 U :V) < *.W Lij --jr- V) Q % Q. z 'A' P!q g S 9 ZO C 'C C _j L4 I LU 4 1 0 6 Uj 0 WNU 2E '.0L z 0 E 6 E_ d z EEO C*4 C/) 13- L) b C*4 LO 0 d 0 STA. 0+00 REMOVE EXIST. CB 06,309152 PROP. DBL CB ASPHALT DRIVE I Timothy G. Bisnet and (CLD 20.03) 15-02 (��wife, Kathryn M Bisnet '777777-77777, SSMH DB 2J5711PC 45 RIM ELEV. 1.70 Ld 17' ��_77 7 777 7 _�-/j 1J08 Interurban A ve. INV. IN (NOR 719.65 06309104 Charlotte, NC 28208 INV. IN (SOUTH 19.50 LJ Noblett Investment Company, JIM V. OUT 719.33 0 LLC REMOVE 25 LF 01�',EXIST. 15' RCP'\ Z_ A, DB 244061PG 874 PROP. 25 LF OF /11,8- RCP < 3: 1 1 REMOVE AND REPLACE 1621 Weststone Dr. 20" S EETGUM Charlotte, NC 28208 10" MAGNOLIA INLET 25' OF 4' CHAIN LINK FENCE - B c� CIV\ELEV. 729.70 1 . � COqCRE�E DRtvj I OUT 725.85 S TOE OF MAIN LAG. = 727.03 S /17" SWEETGUM CRAWL = 728.00 CHANNEL (TYP) FFE 727.97 CURB INLET CONTROL POINT --RIM ELEV. 729.8D 52 ELEV.= 730. INV. IN 726.00 10" SWEETGUM INV. OUT 725�80 I N= 554902.2774 0 E= 1431679.0147 z z EE' Z _Z' 15" SW TQUM Al 51" HICKORY 72� S. DE- SDE SDE- SDE ME- SDE- REMOVE 34 LF� OF EXIST. 15" RCP LAG 18 4' CHAINLIk X x X CRAWL 727.55/, x X 3,1__LF_9FE: 18" RCP 2� S EE SD D 7 . ..... ... ..... ..... ..... ..... INV. OUT 725.12� zyzy Ld . ..... ..... ..... ... CONTROL POINT 40" OAK 723.61 Z' 9" DOGWOOD N - 55494-3 0485 . E 14W545�641-?� ... ..... ... . ------- NOTE 5. .... .... . .. ..... ... - _. - -1 - _. _Z 4 7�� if�Q V) PROP 71 SY OF PDE PDE I ASPHALT 0 REPLACEMENT 7 747 . ..... 1�8+00 (SEE DETAIL 2 01 Ln I SHEET D2) �e " PDE ..... ..... - - - - - - . .. . ...... 72-3 720, ...... ...... ..... ..... .... 47 C INLINK . . . ... . ..... ... . no ..... ..... % . ...... _.. - _:J 111.11 1 1 1 1 : . ' I 725 V) - - - ----- ... ... ..... ..... .... .. .... .... . .. ... ..... ..... ..... _j 71b SDE- SD - SDE- SDE- SDE- St)e - - - ----- - - -- ----- SDE- SDE_ INV. OUT 720.98 Ld 1> . ... . ..... 7 2 0 SDE� SDE� SDE � SDE SD' > CP ... ..... .... .... .... . .. ...... .7 - - - ----- x .. . . . ..... . .. . ..... . ... .. 7777777777 REMOVE AND REPLACE 28 LF OF z C) .. . . . ..... PDE SOV 2' VALLEY CURB AND GUTTER SDE'' S D E__ E _1)(�( 18" HICKORY AT CATCH BASIN (CLD STD. 10.29) PROPOSED 4� i/ X x DE _SDESDE�..SD�E WITH TRANSITIONS, BOTH SIDES 6E SDE BANKFULL (TYP) S _�DE X 8" HICKORY ;DE: SSMH INV. IN 721.31 RIM ELEV. 731.39 INV. IN 721.9D Z LOD INV. OUT 72D.38 e 06309151 A x REMOVE AND Kimberly A. Kilic and ELEV.=, 733.91 N=. 55 , 4806.41100_ REPLACE 65 LF OF 4' CHAIN LINK FENCE Robert J. Andress, // and Gloric7 Andress V -1-Z Z_1_1_Z Z-1 E= 1431676.2142 CONTROL P NT DB I I 7361PG 76 1 / ELE 727'08 1,314 Interurban Ave. 1 -1 1541 STA 0+25.28 N= V�;4907 0571 1 EXIST. CATCH BASIN 0 E= 143141/.2856 -Charlotte, NC 28208 1 K TO BE REMOVED z_/_Z'/_z_/ x PROP. DBL. CATCH BASIN 40" OAK (CLD STD. 20.03) 06JO9105 J, 06,3094 ' 2 1 Joecephus Patterson and ASPHALT DRIVE I' Cornell McBride wife, Carolyn Patterson DB 81,3qlPG 592 DB 181291PG 658 1J01 Thriftwood Dr 1701 Weststone Dr. Charlotte, NC 28208 7 777 7 7�-) Charlotte, NC 28208 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) REMOVE ONLY THE AMOUNT OF EXISTING HEADWALL NEEDED TO INSTALL 24" RCP, AND REPAIR WITH CONCRETE SAME THICKNESS AS EXISTING HEADWALL. WORK TO BE CONSIDERED INCIDENTAL TO PIPE INSTALLATION. 6.) SEE SHEET 21 FOR CLOSED SYSTEM PROFILES. S � -6 :0 __j n < :61 < �; :V) Z: Ld U) 1-i Z % .......... C; z d IN7ERURBAI I =0 & FA WESTRIDGE CHANNEL STA 15+00 TO 18+50 En ZO .. fa LLI _j 0 M 0 L) z V) C14 M W I I z -735 IL E Z" -H 1 C-4 735- L) Lf) a- 7 < (n 0 6 x z W 0 0 Ln W C-4 z II.-: 04 r- II.-: I= (n z r- 0 V) T< 1A (n R x A X 0 x LU CONSTRUCTED 730- 730- 0 RIFFLE 0 0 IMPROVEMENTS L0 + THIS AREA ------------------------ + L0 00 725- 725 < PROP. CLASS I RIPRAP - OUTLET PROTECTION ii EXIST. 72" F CP V) (SEESHEETEC8) C/) Ljj A Lij EXISTING GRADE ALONG PROPOSED CHANNEL CENTERLINE V I 720- 720- C) 715- -715 _j 00 _j CD Ci C4 C4 C14 r- >: 11.-: 0 _j Ln X Lj LU _j A 710 710- 0- (d C4 + 00 00 Cn EXIST. GROUND ELEV. (TYP.) PROP. GROUND ELEV. (TYP.) a- 1 F 705- � t 705 0 Co 9 .0 0 r .0 0 00 .0 00 .0 N 0 0 04 'LO (6 06 0i C� 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 NOTES: 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) REMOVE ONLY THE AMOUNT OF EXISTING HEADWALL NEEDED TO INSTALL 24" RCP, AND REPAIR WITH CONCRETE SAME THICKNESS AS EXISTING HEADWALL. WORK TO BE CONSIDERED INCIDENTAL TO PIPE INSTALLATION. 6.) SEE SHEET 21 FOR CLOSED SYSTEM PROFILES. S � -6 :0 __j n < :61 < �; :V) Z: Ld U) 1-i Z % .......... C; z d IOU FA C =0 & FA ZO .. fa 0 M 0 L) L) C14 IL L) Lf) d CY) Z W 0 04 + 0 2 06309419 Harry L Johnson and Maggie G Johnson DB 112111PG 66J 42,3J Westcliff Dr Charlotte, NC 28208 LAG - 733.70 CRAWL = 734.27 . I- FFE = 734.03 , , , 11� I N '/6 ( 3 06309418 \--/ Willie Hezekich Wright and Sondra Genneece 06309417 Diane L Boucom DB 5,3491PG 524 4227 Westcliff Dr DB 99651PG 978 1 N Charlotte, NC 28208 4221 Westcliff Dr Charlotte, NC 21120 FFE 738.35 [K, Ni CRAWL = 735.42 LAG = 735.27 N LAG 735.25 CRAWL - 735.61 -0E -="-738.60 60 06,309420 Leroy Thomason, Jr. and wife,'Su.son Gregory Thomason PROP. CONSTRUCTED oko Sus"ie Gregory Thomason RIFFLE (TYP) DB 8124/i7G 89 (SEE SHEET D6) Lu 42J9 Westcliff Dr V) !POVE AND REPLACE Charlotte, NC 28,�08-f TOE OF MAIN CHANNEL (TYP .... .. . . ... PROP. ROCK L ---j CROSS VANE (TYP) (SEE SHEET D5) SEE SHEET 18 FOR WESTRIDGE TRIBUTARY ))D Jill 06309416 68 Betty H Ridings N �\ * 06309415 DB 42341PG 673 1�,bl F P,,l and Raymond Poul\\4 4215 Westcliff Dr DB 226631PG 457 Charlotte, NC 28208 4209 Westcliff Dr N 06JO9414 Charlotte, NC 28208 K S John Staley N DB 149091PG 688 ..... ..... FFE 5��1.-79 4201 Westcliff Dr LAG 738.�8 Charlotte, NC 28208 CRAWL 7�8.54 15" MAPLE LAG 737.141 L --- 0 ELE 737.83 CRAWL = 737 .81 N= 54735.7364. FFE 740.64 E= 43.2009A220'- Liz SEE NOTE 6 Qj -7-7 LAG 738.25 0 267-1 MAPLE 18' MA I CRAWL = 738.47 L . . . . . . . I FrE- 740.98 0 2 HICKORY 17" MAPLE" SD DE �11C 0 1 VAPLE1 ELEV.'-- 737.84 N= 554643.0664 - 06309413 Doris A. Faulk DB 362,31PG 178 4141 Westcliff Dr. Charlotte, NC 28208 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT FENCE PER SPECIAL PROVISIONS. 6.) REMOVE TREES PER SPECIAL PROVISIONS. 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 Ems! loci I I jV111111814", 1, ' . . . . . . . . . . < < U -v) Z: -.W LiJ WESTRIDGE CHANNEL STA 18+50 TO 23+50 z 14. r ';: z S 11 2 z 0 0) N d z - Ind %b 9z 0 M EL 0 C-4 C/) L) 0 N -740 740- LO 0 1 Z CY) a m 0 r- 1:0 + Lj z 0 r - U) 00 it r- eq It 04 0 ej N En En > LLI Lin 0 w- 0 �-:1:3 0 ch L) y- ch 5z CONSTRUCTED Lu 5Z Ld Lu RIFFLE 735- 735- > ............ ............. PROP. (n PROPOSED CHANNEL 43"H X 68"W Do C) V) 0 CENTERLINE EXISTING GRADE ALONG ............. ............ RCEP + / 0 L0 w r --EXISTING GRADE ALONG PROPOSED CHANNEL AUGMENT 04 C14 L0 + EXISTING CHANNEL CENTERLINE EXIST. CONSTRUCTED PROP. 15" + 0 CENTERLINE CONSTRUCTED PLUNGE RIFFLE (n FES 00 CONSTRUCTED RIFFLE POOL RIFFLE + 0 730 -730 < CONSTRUCTED N U) RIFFLE CONSTRUCTED Li RIFFLE A' 7mi A Li 14 1 725- 725- - -z 0 720- 720- CS1 16 N N Cq N L6 C14 ad N 0) C14 r- rl- r - w w w C; C; 0 0 0 C? - u� Ali r- 06 N CS1 Lu -i w w -i Lu -i Lu -i Lu L6 N N 04 c6 IN ad 04 r--: IN r- 04 to N rz 04 c6 04 c6 N N rl- rl- r- >: >: 0 N + + + 715 a. 0) C71 N 04 0- 0- a- 0- 0- a. a. a. a. 0- 0- 715 1:16 �<- L6 to rz C*4 06 It pi r- ci 00 47; Do 1-i C14 rz 04 d lf) cli AD rz 001 0; - + + V) V) En V) V) + + + + + + + + + + + + + 00 0 N 04 04 - N C-4 N 04 C*4 N C14 C-4 N 04 C14 N N in N 10) N ch V) V) ch ch Cn CA Cn ch V) ch ch V) ch ch 5; 5; EXIST. GROUND ELEV. (TYP.) - PROP. GROUND ELEV. (TYP.) 5; 5; 5; 5; 5 5; 5 5; 5; 5 5; 5 5; -710 0- 0- a- 0- 0- (L 0- (L 0- (L (L 0- (L CL 0- 710- 0 0 CN W) C-4 r- 0 0 C14 .0 .0 00 r- 0 0 -� q 0 Cq 0 Oq W) C14 C14 C4 04 r-, r1i C-4 'i 10 N C14 r" IC64 4 Cq r� 6 C14 r, r, P% N C-4 r- p%: C0104 04 r- 0 c6 n 04 r- 0i n 04 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 Ems! loci I I jV111111814", 1, ' . . . . . . . . . . < < U -v) Z: -.W LiJ 0: *.\>-- C,0- Q z .0 ee* --j % 0% z 14. r ';: z S 2 z 0 d z - Ind %b 9z 0 M EL 0 C-4 C/) L) 0 N LO 0 1 Z CY) a m 0 r- 1:0 + 00 PLO 0 ej 06JO94 10 N LAG 747.19 NPamela Wood Jordan and LAG = 745.46 FFE 749.91 N AG 744 19 FFE = 748.58 L 06309412 1 Ester Elsie Gardener and Deborah F Woo LFE 746.*74 CRAWL 745.71 N, 06309411 d F Anthony Melito N Thomas J Bronsink and DB 21911PG 197 CRAWL 744.45 DB 207061PG 78J N 412J Westcliff Dr 47J5 Westcliff Dr. Lois M Bronsink Charlotte, NC 28208 L N DB 81111PG 45 Charlotte, NC 28208 LLZ-Z-L1-Z- L L 412-9 Westcliff Dr J -1-L L 66J09407 Charlotte, NC 28208 LAG 74148 FFE 745.47 REMOVE AND REILACE Ramon Dolmosso and RAWL 742 54. '06309409 36",,OAK OF 4' CHAIN LINK FENCE Marcelo Dolmosso C 80, 741.70 ELIEV.-_742.07 John Elmer 'Sims'.., N= 554506.1,004 209941PG LAG 740.89 E= 1432318.9397 27" OAK DB 179491PG 178 PROP. SERIES 41,01.1 Dr N 4117 Westcliff Dr OF STEP POOLS �8208 Q) 0 . ..... ARPOR\� Charlotte, NC 28208 \1C CARPORT 0 . . ..... f8" HICKORY P0 0630 9408 47" ONK Ron Id Y, 0 oung a 05, 0 WELL WOOD SHED REMOVE AND REPLACE 01 Horlese J D 181 G 229 - 242' OF 4' CHAIN LINK FENCE 24" POPLAR REMOVE AND REPLACE Westcliff Dr F F PROTECT SHEDS 77' OF 4' CHAIN LINK ---- 28* _5�hQrlo arl, 55:-�Ch te, NC -28208 TOE OF MAIN CHANNEL (TYP) 0 FENCE PROP. ROCK CROSS VANE (TYP) ELEV.= 740.80 e SEE NOTE 5 N= 554444.3200 _0B (SEE SHEET D5) S e Lu E= 1432334.2146 e 2 C 0 . . ..... ... .... ..... ..... e D5 L�-��D6 S x . ..... . 14 KOR _LU )=--aDE-----Eb, �_x X -X -x x ---x x p6k C C, C r C 94" bI C C X f C ..... ..... ..... ..... "I',"", - I 1 1- :5 C C X x C PDE FAR F IF F - IF . . ..... ..... ...PJ3,E . .... .... .... F IF LAG 747.98 ::F �1_4 . ... ..... .. : .... . ..... ..... ..... ..... ..... .... - UNAWL /40.6 = ---- - . ...... . . ...... r1j IQJ 05 -.Af)s -411 T08- - - ---- ----- ----- ----- .. ..... CIV . .. ..... ..... ... . ...... ..... ...... . . . ..... ..... ...... .... . . .. ..... ..... . . .. ..... .... ri LE 08 0 ..... .... .... ELEV.= 745.'�o N= 554 C ..... ..... ..... PD 338.0777 C C ZE . ..... PDE E= 1432399.8721 N . ..... ..... .... . . ..... 4' ..... ..... ..... . . . ...... C� 12" PINE cHAtNLINK . . . ..... x x �x C X C C , r�� - - - - - - - ---- it C C_ C C C - x X -X- X_ x C x C 01 81 E L E V'='; 0.39 i nD nD 056 192 SDE SDE-� E - SDE 0 06JO9406 18" MAPLE E 29 UO 21" MAPLE PROP. CONSTRUCTED Robert L Durham Jr Ld Z Lu o o RIFFLE (TYP) DB 2282JI G -71-0' REMOVE AND REPLACE Z(SEE SHEET D6) St 270' OF 4' CHAIN LINK FENCE PROPOSED BANKFULL (TYP) . . .. .... Charlotte, NC 28208 METAL SH -X _x . . . . . .... ..... 66309427 . . .. . ... ..... . . . . .... ..... .. . . . ..... .... ...... . . . ... ..... - ---------- .... . . ... ..... . ... . . . ..... - - - ----- I Q Ko th�y J. Keith DB 20JO41PG 771 . ..... 0 1,3,39... Thriftwood Dr. Charlotte, NC 2.8208 06J,0_942� 06JO9428 Randy L Brady and 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS NOTES: co James Edwin Mozeley C thy -1 Brcd� 063094JO SECTIONS Nco ..... ..... ..... ..... ..... ..... _DB 1_1_40i��,089 ..... ..... ..... ..... ..... ..... 04 - - - - - - 1401 Thriftwood Dr. DB 363 Jean Helms Brewer 2.) SEE GENERAL NOTES FOR TREE PROTECTION ELEV.= 748.67 1405 Thriftwood Dr MB 30111PG 62 REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. 0- a) , WOOD SHED Charlotte, NC 28206 .... .... .... .... .... .... Charlotte, NC 28208 1409 Thriftwood Dr 3.) SEE PLANTING PLANS FOR VEGETATION AND IN 554499.1177 2.4 SL -D,7 _x E= 1432073.2668 1 -7 r.hryrinffe- 2R2nR SEEDING REQUIREMENTS AND LIMITS. 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18" DIAMETER OR LARGER AND MINIMUM LENGHTS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 5.) CONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT FENCE PER SPECIAL PROVISION. 23+50 24+00 24+50 25+00 25+50 26+00 0+00 0+50 1+00 1+46.55 27+50 28+00 28+50 ka cis 7 9-4 _J r�) < . 6. .u) < Z: S Lo C) :v) Lij Z- Cn - Q z % WESTRIDGE CHANNEL STA 23+50 TO 28+50 6 n .s w 4 .06 E E C9 L4 2E Cd E_ d z WOO 750- a) M 41 C*4 41 1�1 7- 1-01 C/) 41 PZ 750 - C) Ci z 0 00 LO 0 z 0 r - 0 d CY) 0 F= 00 F= LO r*� u� co > 9z 6TO gz 00 + + 0 * + ui ui In r- d 0 wo K) + r�, F_ r, > 1.1 7: �! M < > > �j d 1z 0 rn r- V) v) in cn Zn in W _j W 1i 0 -0 W 745- 745- Lu 0 0 w IL 0 0 W_ (L W En Ld z IL IL W En W) L0 + V) (n + 00 + Cn 0 EXISTING GRADE ALONG C; CY) + 00 04 00 0 EXISTING CHANNEL CENTERLINE + + 04 in 740- ------- r- C*4 740- < < P OPOSEDCHANNEL V) CONSIRUCIED 0 EXISTING GRADE ALONG CENTERLINE V) 9 V) U) CONSTRUCTED RIFFLE PROPOSED CHANNEL RIFFLE CENTERLINE STEP POOL SERIES LIJ 04 CONSTRUCTED Li RIFFLE 01 j -735 735 C-) -------------- -0 H rn 00 ui K) ui In rl- K) 730- 730- to r- rl. r- r - 'i 04 L6 C4 Cq Wi 4 ui (6 rn In K) to rn K) K) ui V) K) W I Lu _j Lu W _j -1 Lu -1 Lu _j Lu _j Lu _j (6 to C4 Do _j + + _725- 725- a. 13- 13- 0- 0- In C4 Ln C14 a- a- 0- a. 4 0 4 0 (6 vi In r- d 0) d C; rl- d M (6 W) + 4 4 4 �<_ Cn �<_ U) 0 + + + + rn Cq Cq CN C4 Cq 5; 5; + r- IN r- Cq 00 C4 00 Cq 9 9 9 9 a- 0- 9 9 9 9 9 i!S (n in in (n (n V) V) V) in in 5: 5; 5; 5; 5: EXIST. GROUND ELEV. (TYP.) - PROP. GROUND ELEV. (TYP.) 5; 5; 5; 5; 5; 0- a- 0. 0- 0- 1 a- o- 0-1 0-1 0.1 720 720 - en ui O� LO rf) 00 0 0 co r) . C14 0 'i 00 7 (� r, n C� u-, 0 10 r, W) r- W) rn (D rn r1) rn �6 rn r1) vi Lo In 10 r, W) �6 pr) r, r11 �t r, (D n r, LD P, r- 23+50 24+00 24+50 25+00 25+50 26+00 0+00 0+50 1+00 1+46.55 27+50 28+00 28+50 ka cis 7 9-4 _J r�) < . 6. .u) < Z: S Lo C) :v) Lij Z- Cn - Q z % z 'A. lug d d 0 1 z 5� 6 n .s w 4 .06 E E C9 L4 2E Cd E_ d z WOO a) M 41 C*4 41 1�1 7- 1-01 C/) 41 PZ C) LO 0 0 d CY) 0 9z 6TO gz 0 12" TRIPLE MAPLE 0 06J05 101 06J05109 12" HICKORY Alva Robert Macken and Travis Mae April Goode A.� DB 016541PG 505 DB 235651PG 590 1118- 11,38 Browns Ave. 1301 Marble St. Charlotte, NC 28208 HICKORY Charlotte, NC 28208 ELEV.= 747.80 N= 554246.0057 E= 1432679.1016 12" PECAN 18" HICKORY END IMPROVEMENTS PECAN 0 STA 32+41.51 k 36" SWEETGUM Y, 12" SWEET GUM A SEE THOMASBORO NIP PLANS �\_ ID I., 1 1. 1 C�A P$A\_\W FOR MARBLE STREET PAVING, r S 6 0" SWEETGUM FFE 748.70 y" CURB AND GUTTER, STORM CRAWL 745.21 7 A �- DRAINAGE IMPROVEMENTS ..... ..... 28" SWEETGUM 12" SWEET GUM SQF =E0177- 28" SW��TG 1D' TWIN > . ..... 9 MA�'L HLAR 50� 1'0" POPL A . ..... - - - - ----- ----- ----- 1.4" SWEETGUM SWEETGUM N C. i - 'Po _7�1:0 M A P . ..... . TOE OF MAIN CHANNEL (TYP) ..c" f -CURB INLET 0 .... . . ... A _�TOB_ . ..... RIM ELEV 745.81 4T INV. OUT*741.46 32+00 B_ V 42" OAK c UD PROP. ROCK PROP. CONSTRUCTED 16" HICKORY c CROSS VANE (TYP) RIFFLE (TYP) �p- 71 x _T0B (SEE SHEET D6 :=F- - PB - (SEE SHEET D5)- 0 24" SWEETGI . . . ..... . ... S -5-m- � - "Ill.-, SSE -_5DE _'SSE' 0 _SSE SSE SSE 2 EPSANI RY SEWER INV. IN 738. F LL . . ..... ... . 77" C --'c c' /7 SS SS SS SS c C -c _70e___ 2D" Y SS S E SS SSE SSE SSE F SSE SSE co -,::7;: 0 0 24" SWEE UM . ..... S' LD 7'OB__ .. . ...... .. IN L 5S RY N� 24", 18", 15" -TRIPLE HQ1O 22" TWIN 9"' 0 SWEETGUM MAPLE t P0 /SS M 34" SWEETGUM 17" MAPLE up SWEETGUJ SSMH 24" SWEEETGUM SS)r 0 RIM ELEV. 748.05 CURB INLET 12" MAPLE V) S . . . ..... a INV. IN 742.39 RIM ELEV. 745.80 20" SWEETQUM ..... ..... INV. OUT 742.33 1V1 SWEETGUM INV. IN 741.40 Alx� 11 INV. OUT 741.20 ss 28" MAPLE,, LL] "o ss�_ -PROPOSED BANKFULL 0 6"SWEETGUM c r MID) c ss c 7 _j 0 PROP. PLUNGE Z\ �C' L) 12" HICKORY cp �P\"' "145 SSE- ELEV.= 748.60 cp. POOL (SEE PROFILE) 24" SWEETGUM ELEV.= 746 8 N= 554145.9764 N= 554300. 07 Z E= 1432609.0689 1 - ''I - 0 SBrE__ \E= 1432515.. 10 SS 06305110 7 Betty. C Sloan --------- ------- V� 110 SS 0 _DB 88151PG 814 1,317 Marble St. V Charlotte, NC ELE = 748.75 FFE 754.29 554232.168 PECAN -<< 1>/061UT 738.2 '60 �'E= 1432541.098 CRAWL 750.D2 . - 1-1 -1 .1 1 1 \ \ 06,305111 NOTES: INV. "V-739.17 Marlon Stover LO DB 1502 11PG 961 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. ('(0 1,321 Marble St. 2.) SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. 0 1-8'-"I4IM'CSA Charlotte, NC 28208 SEE DETAILS 2 & 3 ON SHEET D3. INSTALL CL I RIPRAP ON 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING OUTLET OF 15" RCP TIE REQUIREMENTS AND LIMITS. TO STEP POOL AS DIRECTED\ 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18" DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+41.51 04, ENO *Gill MARBLE j- C5 _j <:Oy < u U) LLJ I U) '�...fcj z C) % r z c 4 Lwd 1 (3 cd mm -2 -C 2i U 9L cd z 0 WESTRIDGE CHANNEL STA 28+50 TO 32+41.51 E_ d z W) ZZ7 0 M 0 04 W m u U) u b C) 04 755 rz + -755- z u 04 0 d 1 4 cy) Q W Q x 0 0 IN _j Ir 06 r) r�r) 6TO -H en 0 gz P4 z cn r,: LO 0 < _j cq C14 _j 04 r- x IJ Ic' Id r - V) Zc P� Pi i;i W 1W _W -750 -750 is Ick r- < r- r� _j W C) r > Lj EXISTING GRADE ALONG c/) �j z PROPOSED CHANNEL L0 W 0 0 < CENTERLINE + cn (n 11 5R 5z uj > cn EXISTI NG GRADE ALONG 00 0 W W 0 c/) 0 PROPOSED CHANNEL EXISTING CHANNEL Ljj W_ it CONSTRUCTED co NSTRUCTED CENTERLINE CENTERLINE :2 a. k 0 RIFFLE F RIFFLE W Ld 745- - v) Q _745- > < AUGMENT 0 Ir CONSTRUCTED CONSTRUCTED EXIST. POOL /---- RIFFLE RIFFLE 0 + 00 NTH CLASS I to CONSTRUCTED C14 - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - --- RIPRAR AS + RIFFLE LJJ DIRECTED 54" RCP ;5 cf) \ N ---------------- X A __j 740 STEP Kl_ LIJ 740 POOL -- - - - - - - - - - A- < V 00 LO 00 Lq cy) Lq 0 Ld 735- 735--c� __q 0) rn rl- rl- 0 c; 0 W W W 0 r - 06 06 06 ci W _j _j W _j W _j W c; c; W 5; 0- 5; 0- 5; 0- >: >: >: Lu _j Lu _j W _j Lu _j W _j W _j W _j W _j V) W W W W W 93 C4 W W W W Ld 730--5; 5; 5; 0- + + 0 _* __co + + 5; 13- _-5; -5; -5; -730 0 0 0 ui U) d It to c; Do (6 0 d cq C6 n d 00 C6 m + + + + + cn cn cn + + + + m cq m cq 0 cq 0 eq m cq 5; 5; 5 5 i5 ;5 ;5 ;5 0- 0- 13- 1 A ;5 ;5 Ld 0 cn �<_ m 0 0 cn 5; 5; 5; 5; 5; EXIST. GROUND ELEV. (TYP.) - - PROP. GROUND ELEV. (TYP.) 5; 5; 5; 5; -725 0- 0. (L 0- IL F n n (L n c� if r) 0 . I 0 cy) r- . 0 to CD r- '6 N6 't cy) r) 0; m C14 CS C) CS N 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+41.51 04, ENO *Gill 0 %%0", 11111[ 00 j- C5 _j <:Oy < u U) LLJ I U) '�...fcj z C) % r z c 4 Lwd 1 (3 cd mm -2 -C 2i U 9L cd z 0 E_ d z W) ZZ7 0 M 0 04 W m u U) u b C) 04 rz u LO 0 0 d 1 4 cy) Q W Q x 0 0 r) 6TO en 0 gz P4 0 Y I . x . \ \ % . 11)': 0 �GVE�-'E '" 0 26" MAPLE _PROP. VALVE 06308409 15" M APLE k John H Calhoun and V/ (SEE NOTE 6) PROP 189 SY 1 W I KO ASP��LT REPLACEMENT Dizobth W Calhoun E (SEE DETAIL 2 ON SHEET D2) DB 050071PG 448 0'' 41J9 Westridge Dr. 1771 MAPLEO REMOVE 25 LF OF Charlotte, NC 28208 C, `-,.ELEV.= 737.83 04 STA 0+26.55 REMOVE - N-554735.7364 * . \ I EXIST. 15" RCP E-_ 1-432009.1220 DBL CATCH BASIN .0 REMOVE AND REPLACE PROP 25 LF OF 18" RCP PROP. DBL. CATCH 71 LF OF 2' VALLEY 06308421 �-05 sTA.: o+oo 18" MAPLE._ (CLD STD 20.03) 11 Y/ GUTTER AT CATCH BASIN Nathan P. Poston POE REMOVE EXIST. CB (CLD STD. 10.29) PROP. DBL CB DB 87631PG 297 208 Westcliff Dr V REMOVE 40 LF -1-77 (CLD STD. 20.03) REMOVE AND REPLACE TOE OF 'MAIN CHANNEL OF EXIST. 15" RIM EL 734.4 12" HICKORY 'Y Charlotte, NC 14 LF OF 6' PRIVACY 10" PINE (TYP) �77-1 // 06309415 INV . 0 28208 J. FENCE REMOVE AND REPLACE 120 LF Bebl F Paul and RCP. PROP. 30 RIM LV. :73443 LF OF 18" RCP-�, �Nv: 1� T7 �6 PRE -CAST OF 4' CHAIN LINK FENCE ALONG 39 0. EMOVE AND REPI. T '9 0. T 0 v Raymond Paul T 0 14A ITS ORIGINAL ROUTE D8 2266,31PG 457 N v 71 R -ACE BEND WITH - ----------------- �,97 LF OF 2' VALLE. M/H ACCESS \20" HICKOkY Charlotte, NC STA WESTRIDGE MAIN 4209 Westcliff Dr 1 TTER AT CATCH BASIN fQ" PINE .: 0+56.1 GU CHANNEL 1-0- �PINE 28208 PROP.JUNCTION OX (CLD STD. 10.29) SWE V, (SEE SHEET 15 FOR 0 (NCDOT STD. 840.31) SDE ROVEMENTS) e REMOVE 35 LF OF 10 INV. OUT 73721 !_ .0v X". Y/ )-EXIST. 48" CMP 28" OAK EXIST. 2 GAS -n 4' PINF REMOVE 85 35* 15' OF 54" CMP /TO BE RELOCATED C_ 68 % 12 P c �Ivv L LAU UNDER PROP. RCEP c - - - ----- ..... ..... 8 c --A V FFE z BY OTHERS NOOD PINE 7 ��'2 Z ..... ..... V/ 4+00 18" PINE 8" Ri POE 5" 1 LF 200 LF OF 48" INV, -OUT 737.94 CAFFE IN V. OUT 72 -----15'F 6" DIP WATER --CP c PROP. 48"'PIPE PLu(G; CRAWL = 741.79 15" MAPLE . .. ... RIM ELEV. 744. INV. C, LAG = 741.51 e INV. (NCDOT STD 840.71) 0 c Ell -,3 n c 3+13 ..... ..... 8 7 A 'n PROP. HEADWALL S POE SHED TO BE RELOCATED NTH WINGWALLS PROP. CHANNEL OUT OFSDE AT THE PROP. 4' BASE WIDTH SSIE_ DIRECTION OF PROPERTY S E - -711 (NCDOT SID 840.7 Ij OWNER. UNDERGROUND 06J08422 (NCDOT 8138.80 REMOVE 2:1 SLOPE 71 INSTALL 19 L;T U� Iren Coorey FLARED END SECTION KUP. 109 LF OF ELECTRIC SERVICE TO =ZZ===LO INV, 732.56 FLOWAB LE 11LL 57_� )9 LF OF 70 /1 BE RELOCATED NTH SHED B 234161PG24 Sc 68"WX43"H RCEP e�� ;_ A 4200 westchrr Dr. SS S?�- PROP. 15 LF D b STA. 0+24.96 Charlotte, NC 28208 e V/ 18" RCP e 06130-9414 PROP. DBL. CB RIM ELEV 742.44 e (CLD STD 20.03) PROP. 48" PIPE PI_UG INV IN 7'35.11 5S INV. OUT 734.91 ss�_ John Staley REMOVE 87 LF REMOVE AND REPLACE V DB 149091PG 6881� OF 48" CMP (NCDOT STD. 8 71) 4201 Westcliff Dr. /\ ` \ b a : \ , PROP. 25 LF OF 18" RCP SSE 190' OF 6' CHAIN LINK FENCE T INSTALL 37 CY PROP. 48" PIPE PLUG Charlotte, NC A PROP.'VALVE (SEE NOTE 6) OF FLOWABLE ILL RIM ELEV 744 50 PROP ROCK INV. IN (NOR JH) 735.53 CROSS VANE (TYP) C:: n (NCDOT STD 840.71) V SS NOTES: 01 28208 SSE INV. INJEAST) 73 STA. 0+51.63 (SEE SHEET D5) V Lh /JO.25 1A PROP. DBL. L;tj STA. 0+00 SSE INV. OUT 735 PROP. DBL CB 1.) SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. LEV.= 737.84 V, CRAWL = 738.47 U'\ SSE S IN 0 554643.0564 ZA (CLD STD 20.03)1 PROP. 25 LF OF % (CLD STD 20.03) 2.) SEE GENERAL NOTES FOR TREE PROTECTION FE - 740.98 y a --- " -- S SIP 7 STA. 0+08. PROP. HEADWALL z 18 RCP SSE REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. REM( SSE W/ A SSE REQUIREMENTS AND LIMITS. 3.) SEE PLANTING PLANS FOR VEGETATION AND SEEDING 5' WINGWALLS EXIST. 12" VCP P OP. SS (NCDOT 838.80) 65 LF OF 12" PC350 P SSE WEET U� 4.) STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18- 0, CF -E SS 06308408 DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET 24--_ PROP.12" SAN. SEWER NTH 10 LF. STE SSE 3 �_- -A :�8"�,, P, ?3 ENCASEMENT PIPE (MIN. THICKNESS 0.250 - ��A Pl�-' ' FFE = 746.41 East Coast Properties, LLC FOR FUTURE USE IN LOG STRUCTURES. A D8 229851PG 661 5.) REFER TO SHEET 21 FOR PROFILES OF CLOSED SYSTEMS I W LAG = 745.70 CENTER ENCASEMENT ON 48" RCP. Marble St. Charlotte, NC 28208 SHOWN ON THIS SHEET. 0 06,308423 6.) CONTRACTOR TO LOCATE EXISTING WATER VALVES TO RIM EL V. 736,7� 2) Sandra Kay Norwood M 0 0_,,�M 1 I'vi ISOLATE AND CLOSE LINE PRIOR TO CULVERT INV. IN ORT14 28.70 T) 31C 'S DB 136291PG 672 I - , 1 2V.17 wj�_7: - Y. I N ( CONSTRUCTION. SERVICE TO EXISTING HOMES SHALL BE 0 41,32 Westcliff Dr. INV, OUT 726-3�,\ MAINTAINED. COORDINATE WITH CMU INSPECTOR TO Charlotte, NC 28208 INSTALL ISOLATION VALVES. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ENO *oil %%,. . .......... tl�� _j k-/ < < r.0 Z: <� Z_ k-.) -.U) LLJ 't cf) - Q Z /V .......... 9 d & m lid H LU ,c 0 15 A 6 a 2i 2 9L z 0 E_ d z 0 M 0 04 W U) b C) 04 LO 0 0 d 1 4 0 0 0 0 r) 6TO 00 0 LAG 758.99 .. . ..... ..... 06JO8469 V) FFE = 759.91 /, C/) 9 LAG = 759.67 Carrie H Gaddy 06JOB468 C/) Z/ DB 214941PG 106 rr7 06308467 Oq Rex A. Otey and 1 10J Lewiston Ave. Tanya Brooks Fletcher wife, Debro Otey Charlotte, NC 28208 - DB 264J21PG 424 U) DB 91871PG, 581 % co Cf?4 -EV.,= 755.67 1031 Lewiston A ve. 1025 Lewiston'�Ave. r L, G EL - Charlotte, NC 2e�208 ELEV.= 76'1.16 N= 55�17a.'360$ 92 Charlotte, NC 28208 N= 555293.20 . ..... E= 1432502.3352------,-, - -- A 18 V/ 06JO8407 OUTLET PROTECTION E= 1432651.1492 V 32" PECAN 0 �08466 Y Jimmy Lee Droughn and CLASS I RIPRAP Bruce E 'flurleson and Jacquelyn Boyd 20 SWEETGL' (SEE SHEET EC1 1) wife, Nancy R. Burleson Y/ DB 050461PG 407 REMOVE18 LF OF DB 34alIPG99 v/ EXIST. VCP REPLACE V 41J8 Westridge Dr. b 36",.SWEETGUM 1019 Lewiston Ave. Y Charlotte, NC 28208 WITH PROP. 18 LF Fr7 1,13" HICKORY Charlotte, f PC350 DIP �C 28208 37 RIM ELEV. 746 99 INV�4N Y" C/) 737.54' v/ POE. X X-� REMOVE FENCE REMOVE AND REPLACE 145 LF INV. YU,�, 737.39, V X X 0 �R,�N / SEE NOTE 6 0 OF 4' CHAIN LINK FENCE NTH GATE PER OWNERS DIRECTION TOE OF 1 D" TWI N 0 Ldf9 'D : X MAIN CHANNEL (TYP) PROP. ROCK CROSS WA N.0 T. 7--; X IDE SDE-- 2--HICK0 5;'...�APCI-E- ME VANE (TYP.) �LEV. 4 C) 17 ''I'll X SDE 1h N= 55501 t45 7, .. ..... ..... ..... . '(SEE SHEET D5) .. ..... .. . C 47.6 o 14323 --Vu- NV. OUT 755.52 . ..... .... C,- C SWEETGUM V68381 1 1 IICKORY Q 6- . . . .... ..... . - - - ----- C A` 8" CEDAR r -�-7L c'- . . ... ..... ..... 20" SWEETGU //` I,,- Rl�c PO, �A- S +00 - 15" SWEETGUM 4 \ ', - .1 9 HICKORY C C 15 M 0 W TGUM C, E 55504 7121 S EV.= 746.53 --Lo Cf? N=� -co-- OP. �,6 18" SWEETGUM 1.041W "TO 760 E 143247 LAG 760. -P e CHA/ 01 ECAN '5A\ UE S .00 U D SS C -1 �*VR RIM ELEV. 756.23 SWE�E�cum S. e INV. IN 749.00 0 S INV. OUT 748.83 REMOVE AND REPLA 1 A CE LINK PROPOSED ROCK/LOG 115 LF OF 6' CHAIN 00 FENCE SILL (TYP) LAG C e (SEE SHEET D7) SSIE- PROP. ROCK CROSS RC9P, INV. N�=-7 �982 VANE (TYP) (SEE SHEET D5) RIM�E V. 74 5.36 SUE --------- INV. OU 74 r's 2. 'A So 749.5 OE IN 4982 4. ss: S,;: FFE 752.54 IN V T 737 39 r L 6 E EV 47 - 64 N ;501 N. 6445 E 323 5 8381 1 HICKORY C LAG 751.48 06J08408 5. Coast Properties, LLC REMOVE AND REPLACE East 95 LF OF 6' CHAIN LINK DB 229851PG 661 6. RIM �E� 746.10 INM .�j N\ NORTH) 74��,Dl FENCE V Marble St Charlotte, NC 28208 NV. �IN EST)� 736.7�5 INV. UT 736.64 PROTECT EXIST. POLE 7. AND DOWN GUY 06308465 Walton Lee Bustle and Dian E Bustle DB 771,31PG 938 1013 Lewiston Ave. Charlotte, NC 28208 41 I *"q SEE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. SEE GENERAL NOTES FOR TREE PROTECTION REQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. SEE PLANTING PLANS FOR VEGETATION AND SEEDING REQUIREMENTS AND LIMITS. STOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18 - DIAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET FOR FUTURE USE IN LOG STRUCTURES. THE SELECTION BETWEEN ROCK OR LOG SILL WILL BE FIELD DETERMINED BY ENGINEER. CONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT FENCE PER SPECIAL PROVISIONS. ROCK/LOG SILLS ON THIS SHEET SHALL BE INSTALLED AT THE EXISTING CHANNEL BOTTOM ELEVATION, UNLESS DIRECTED OTHERWISE. 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 . ......... < m U -U) LLJ Lo m - E &: z 0 cf) Q Z /V J Ui z 0 E 6 E- 0 0 d z _770- EWAN z 770- 0 M 0 04 m U U) U b 0 z W W 0 W W a; In LINE "ID" STA 5+00 TO STA 9+50 U z r- ch r - W LO 0 0 d 1 4 Q W 0 0 0 0 W z W cn >; W -i >: W �j W W -i W W -i W W gz -0 z in ch W --Z Lj LU z *-765- 765- W 1.1 LO cn W W V) En (n (n y r- Lj z 0 W- le 00 Q In m 0 +0 0 W us 0 "1 1 0 0 Id 0 it 0) y z m -1 W a (n 0 -Y 0 0: 0 go 0 W r- W cn Lj -1 z (n 0 0 y 0 W- IX W- ri C14 + (n m 0 r- < ch >-I'-- 0 0 - 0 C; + 01 --- 760 _760- z Cn > >; 0 W W 0; -J W (n V) 0 Ir + 0 06 00, + 1m 9 Cn cn WES�IDGE 0 W W m le 0 z V) r 0 L) 0 + 00 �<- V) 0 W W V) W Z:� z < �9 V) y 0: 0 0 (D ch + OD 9 L0 + 0 �j W I.-: W ch m CnI + L0 r- �j J V) K, y + 00 V) 0 W -1 0 z ul� L) 0 0 Do 755- 755 < C4 1* r- Lq 0 z Ir 0 y- V) C14 W r- W W 1 0 CS 0 (n V) CA W cn Lj z 0 -Y W- + 0 m 0 Ld Lj W Ld CY) + V), Ld z W W z (n (n 0 0 co r - 00 + U4 En 0 > i En Cn --,0 y- 0 d + En <, I Cn 750 -750 0 0 0 y 0 0 -Y Cn ----- STA 5+65 TO 9+50 0 y 0 0 0 Ld It + --- PERMANENT TURF REINFORCEMENT 0 m m r - MATTING (SEE SHEET X2 FOR TYPICAL r- mi 04 CROSS SECTION) + Ld 0 + V). + r- r- -745- 745- ;5 Cn En PROVIDE RIPRAP PROTECTION AROUND EXIST. 54" RCP --- -------- EXISTING SANITARY SEWER. (SEE SHEET D2) 740- �-PROPOSED 740 - CHANNEL BOTTOM EQUALS EXISTING CHANNEL BOTTOM _735- _735- C� n 1) (D oo 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 . ......... < m U -U) LLJ Lo m - E &: z 0 cf) Q Z /V J Ui z 0 E 6 E- 0 d z EWAN 0 M 0 04 m U U) U b C) C14 U LO 0 0 d 1 4 Q W 0 0 0 0 gz 0 F j 06,308 1 J2 -Z-ZJ4, z Z -z- 4 /-/- z -z- 06,30813 1 LAG 762�.79 SEE THOMASBORO NIP PLANS - 7158.38 Trustees of Lonnie C Ellis & I�E IL 771.81, FOR WILLARD STREET PAVING, Bethany Missionary Baptist Church Linda Ellis E I Ct DB 0537BIPG 866 (� J4 Zy j I CONICRET _1Z SIDEWALK, CURB AND GUTTER, DB 0582 Z-/- DRIVE 8 PG 07 4700 Willard St. Charlotte, NC 28208 '�hrlotte, ��i2 AND STORM DRAINAGE 36!�' OAK 91 Lewiston Ave,.' 06JO6464 06JO846i r/ IMPROVEMENTS 06JO8465 John Lee Bishop Michael Antonio Watson and, �J� D HICKORY V Walton Lee Bustle and .,JerinG Watson `z t3RICK- WALL Dion E Bustle DB 2226JIPG 734 0 1007 Lewiston A ve. DB-1�96JJIPG 458 REMOVE -- ----------- PROP. VALVE RELOCATE 40 LF OF 4" MAPLE V/ AND REPLACE 1 CID- 0' DB 771JIPG 9J8 60 LF &orlotte, NC 28208 % 1001 Lewiston Ave. . ..... . (SEE NOTE 5) EXIST. 6" WM BELOW 101J Lewiston Ave. OF 4' CHAIN LINK Charlotte 4 NC 28208 RIM ELEV. 767.61 CULVERT W/6- PC350 DIP L ---------- Z -z z Charlotte, NC 28208 FENCE PROP. 12 PIPE PLUG-\ INV. IN (NORTH) 7155,61". (SEE NOTE 5) C \0 CRETE 'C' WO: B40.71)�. \N N ('AS 765.1� P 24" PECAN (NCDOT STD. I V� 10 V UT 764.90 6 STA 94�90.06 INSTALL 3 CY OF FLOWABLE PLNNIER 10 7 STA 11+44.98 PROP. HEADWALL PECA FILL Nq CD 0 PROP. DOUBLE CATCH BASIN (NCDOT STD. 838.80 MODIFY (CLD STD 20.03) FOR BOX CULVERT) /1'ST. JUNCTION Dc*MOVE EX 5 0C.O. 2 LEV. .1, 8" OAK REMOVE EXIST. BRICK STA 11+95.39 -7 BOX 538 .5226 PICKET SEE` NOTE 7 & CONCRETE GAZEBO E= 1 291 .8262 8 PROP. DOUBLE CATCH BASIN 3 SLAB WITHIN WORK AREA RIM ELEV. 769.69 /-G)(CLD STD 20.03) INV. OUT 761.06 11 11 11- 1 y POE INV. O�T 765.7 CRAPE MYRTLE RIM E 771.18 e RELOCATE 2" GAS u) REMOVE 210 LF EXIST. . . ..... . .. BOX CULVERT/PIPE 0� i3+bu 1. rn CHANNEL 77 . . ..... ..... IERS) E -V.=5a.7Z_-- A CHERRY N= 5554ism'736 ..... .................................................................. ............. +()0 E= 1A:S3133.3417 ............ ... 3 0 0)) 7 ,W-7777 7T6 -r7 �_�,G ' 06JO8408 East Coast Properties, LLC DB 229851PG 661 Marble St Charlotte, NC 28208 L I / -- 7- Ij SS mush. 7 8" CHERRY 0" TRIPLCE -./38" PECAN ==z� MAPLE BRACE POLE -7 W �ELE Z768 �5 INV. IN Lbut 7 5 �77-77777�'17 INV.- OUT 759.66 J PROPOSED 50 LF OF FFE = 765.84 3'W X 3'H RCBC WITH.... LAG = 765.59 ........... PRECAST BENDS .......... 42' PECA IM ELEV. 76 .88. :IN.V. OUT 764. 8 e PROPOSED 154 LF OF., 3'W X 3H' RCBC 26" PECAN 06JOB462 :::::.Rl E EV. 71. V, Jerry R Oliver & V. IN (EA ) 760.29 r �I NV. IN (SOUT�) 7 0 Joyce G Oliver \'I NV. OUT 76D.\)9 62.10 DB 02,3511PG 515 4613 Willard St. Charlotte, NC 28208 - - --------- % PROP. 8" SAN SEWER WITH 10 LF. 18" STEEL ENCASEMENT PIPE (MIN. THICKNESS 0.250-). CENTER ENCASEMENT UNDER HEADWALL REMOVE 240 LF OF jo 8" VCP INSTALL 240 1 T IN X" 0 LF OF 8" PC 350 DIP ERR� .\ \ V� -� :.A V V r6 V. CONCRAE DRIVE L0 -7- ....................... ........ ... ......... . ..... .... 15" MAPLE ............ .. . ..... 4--s- - CIE - . ........... ..... . .......... . ..... .... ................ SS V SE\NEF, Q� :C5 -i < :&Y < 0 :U) 2:: ME Lij 0 Cn - Q z % sg4ky SS MAPILE- C Nz 3�d C.0,05., Pm ce 7 0.5 EN zC. D OF IMPROVEMENTS 2 STA 12+50.00 ,CJ: PROPOSED 4" THICK CONCRETE -36' S,- EI N UT 76 1-8� REPLACEMENT AS DIRECTED BY ENGINEER (5 CY) 9. 2\+1'0.59 PROP. HEADWALL (NCDOT STD. 838.80 MODIFY 06JOB133 FOR BOX CULVERT) James C Crump & 0 V Doris Bishop DB 059711PG 075 NOTES: 1B" HICKORY PROPOSED14 LF OF 06308159 4620 Willard St. Charlotte, NC 28208 3'W X 3'H RCBC Doris Bishop Crump & Can 1.) S Husband, James Cecil Crump 2.) S EXIST. FIBER OPTIC DB 36091PG 967 R TO BE SUPPORTED 620 Willard St. Charlotte, NC 28208 3.) S 0 CD (SEE N07 6) PROP. VALVE 4.) 0 (SEE NOTE 5) D 22" HICKORY F( 5.) C Is C 0 M IN 6.) C Q LE S 7.) d LINE "ID" STA 9+50 TO 12+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 EE SHEETS X1 TO X34 FOR CHANNEL CROSS SECTIONS. EE GENERAL NOTES FOR TREE PROTECTION EQUIREMENTS. SEE DETAILS 2 & 3 ON SHEET D3. EE PLANTING PLANS FOR VEGETATION AND SEEDING EQUIREMENTS AND LIMITS. rOCKPILE TREE TRUNKS OF REMOVED TREES WITH 18" LAMETER OR LARGER AND MINIMUM LENGTHS OF 7 FEET R FUTURE USE IN LOG STRUCTURES. ONTRACTOR TO LOCATE EXISTING WATER VALVES TO OLATE AND CLOSE LINE PRIOR TO CULVERT ONSTRUCTION. SERVICE TO EXISTING HOMES SHALL BE AINTAINED. COORDINATE WITH CMU INSPECTOR TO STALL ISOLATION VALVES. ONTRACTOR TO SUPPORT FIBER OPTIC WITH STEEL BEAM PABLE OF SUPPORTING A CABLE WEIGHT OF 0.155 S/FT. A T & T WILL ASSIST EXPOSING AND UPPORTING CABLE. ONTRACTOR SHALL INSTALL TEMPORARY PET CONTAINMENT -NCE PER SPECIAL PROVISIONS. 94 - Q� :C5 -i < :&Y < 0 :U) 2:: ME Lij 0 Cn - Q z % 1. C Nz 3�d C.0,05., Pm ce 7 0.5 4) - 'd 2 z 0 E- d z Can VO EEO C*4 C/) L) b C*4 LO 0 04 to U 6TO 0 0+00 .RANCH ROAD ZRIDGEVALLEY DRIVE (SHEET 12) RANCH ROAD ZRIDGEVALLEY DRIVE (SHEET 12) CD 0 n Go C4 01 :0 < 2:: ME VA '0� roo, V) —71 0 0 < — r- 00 !� 616 < 0 < r&� m r*, m Lo 0 r- . 00 o 0)(00) m to CD Lf) Z Lo C! Lo 0 z 0 C� 0 z fo- Z:3 < —0 0 + oo�- cn w m z 0 —Z I gow P! o) Mn 0 < mm >; >; >; n f? �j �j !� to 7= 9 CY) Mn 0 A 0 Fn 0 a. - 0 V) MMM P� in C� >; >; o a q >; n 710-- Lf) 0 CJ 4 a o >;—+ LLI Z Z — LLI * 7, -74 V) 0 — -7 + Cl) 0 , 0 rl- + LLI 6 cn COL a: CL 0 a. a: 000 r, oo-:i o:i 0 0 ii 0 ii 0 w- a: a: 0: 0: ui CD 0 0 P, Z:D 0- 0- 0- cn Z:D :D o: w w x in 0- FE 5- 6- LLI —720 —0 < C�--720 Z Elmft C-) -i _j -J-0 m 0 m -J -J 0 LU LU m -J M*LU w M 0 N 41 0 a Ln >; >; LU " z z +V)4-- Lo to 0 C4 >: >: LU,* z z +cn--- 0 0 C4 >; LU,* z +cn-- <ww 00— 0 0 r- 0 F, m >: >: +ozz ;�C) **00 WE m WE WE a. C� C� i5 O:i 0 0 0: 0: 0: IL C� j5 O:i 0 W—M 0 z F= �-: �-: in 5- R a. a. — V) a. 0: a. a. En IL Oc IL —715— Ln Ln Ln-- 1 --715— xxx cnwww 0 d ..... .... ..... ..... ...... .... .... ..... mm .... .... ..... .... mm ..... ..... .... ..... 0 ...... .... ..... ..... ...... .... .... ..... ...... .... ..... ..... ...... .... ..... ..... ...... .... ..... ..... ..... .... ..... ..... ............ ............. ............ ............. ............ ............. ............ ............. .... .... ..... .... .... .... ............ ............ I ........... ............ I ........... ............ I ........... ............ I ........... ............ ........... ............ ........... ............ I ........... ............ I ........... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... ............ ........... ............ ........... ............ ........... ............ ............ ............. ............ ............. ............ ............. ............ ............. ............ ............. I ............ ............. ............ ............. ............. ............ ............. ............ . . . . . ............ I ........... ............ I ........... ............ I ........... ............ I ........... ............ I ........... ............ I ........... ............ ........... . ............ ............ ............ ............. ............ ............. ........... ............ ........... ............ ........... ............ ........... ............ ........... ............ ........... ............ ........... ............ ............. ............ ........... ............. . ....................... 2zti ......... .......... ............. .. .. .. .. .. .. .. .. .. . LF 2, RCP ............ ........... ........... ........... EXISI 8- RCP —710 .. .. .. .. .. .. .. .. .. .. . EXIST- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . ........................ .. .. .. .. .. .. .. .. .. . 0 S n n?% ............. ............ ........... ............. -710 .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . jAr - r S. 0. Q.- —705— -7 105— �—EXIST. SIN. w SEWER Ln x LU —700 -7 loo 91 co 695---j 10+00 11+00 RANCH ROAD ZRIDGEVALLEY DRIVE (SHEET 12) PROP. GRADE 11 1 1 70 L281 LF 15" RCP 19 LF 18" RCP 0 0.54% 0 S .= 2.53% ---695-- 5 LF 30" RCP 0 S = 0.80% 0+50 0+00 0+00 INTERURBAN AVENUE (SHEET 14) LANEWOOD PLACE LANEWOOD PLACE WESTRIDGE DRIVE (SHEET 7) (SHEET 7) (SHEET 11) 0+00 WESTCLIFF DRIVE (SHEET 18) WESTSTONE DRIVE (SHEET 13) L- CD 0 n Go C4 715 :0 < 2:: ME VA '0� roo, V) —71 p 0 < — r- 00 !� 616 < 0 < r&� m r*, m Lo 0 r- . 00 o 0)(00) m to CD m Lo 0 0) LU to z 11 11 fo- Z:3 < —0 0 + oo�- cn w m z 0 —Z I gow 0- mm >; >; >; n f? �j �j !� to , w w m w m -J -J Lq 13 CJ LU LU a r - V)wz a. - 0 V) MMM P� in C� >; >; o a q >; n 710-- Lf) 0 CJ 4 a o >;—+ LLI Z Z — LLI * 7, -74 V) 0 — -7 + Cl) 0 , 0 rl- + LLI 6 cn COL a: CL 0 a. a: 000 r, oo-:i o:i 0 0 ii 0 ii 0 w- a: a: 0: 0: o o C -n U) 0- 0- 0- cn o: w w x in 0- FE 5- 6- LLI PROP. GRADE 11 1 1 70 L281 LF 15" RCP 19 LF 18" RCP 0 0.54% 0 S .= 2.53% ---695-- 5 LF 30" RCP 0 S = 0.80% 0+50 0+00 0+00 INTERURBAN AVENUE (SHEET 14) LANEWOOD PLACE LANEWOOD PLACE WESTRIDGE DRIVE (SHEET 7) (SHEET 7) (SHEET 11) 0+00 WESTCLIFF DRIVE (SHEET 18) WESTSTONE DRIVE (SHEET 13) L- 4, :0 < 2:: ME % p .mg z al c c I LD Aw 4,d ,c 0 c .0 U z 0 E- d z Elmft 11 w M 0 N 41 C) r:) b C*4 Lo 0 0 d 0 Qf— �o < LLJ H9 -2.:o 'S t-;,4 z 0 to d twin CN w %N, E -- co C14 LO 0 Od I Z 0) C.D 0 9z fq 0 el RHAPF RANWR TO TFUP()PAPII Y TIF IN wp*AnwAi I Tn 7. THE PROPOSED CHANNEL DOWNSTREAM OF CULVERr/HEADWALL SHALL BE SHAPED IN PHASE 4. STEP 1. ALLENBROOK DRIVE (SHEET 61 SCALE: 1 " = 20' 1 . 2. INSTALL TREE PROTECTION ACCORDING TO DETAIL AND SPECIFICATIONS. SHAPE BANKS TO TEMPORARILY TIE IN HEADWALL TO THE EXISTING .LANEWOOD PLACE (SHEET 7) SCALE: 1" = 20' 2. 3. 4. 5. D2 A McGill and McGill: 4�/LAG 711-42 11PG 319 , / FFE 715.19 stridoe: Dr A SHAPE BANKS TO TEMPORARILY TIE IN HEADWALL TO THE EXISTING CHANNEL AT UPSTREAM END. STABILIZE BANKS USING TEMPORARY SEED AND MATTING ON DISTURBED AREAS. DO NOT DISTURB THE CHANNEL OR BANKS UPSTREAM OF STATION 3+30. IF NECESSARY, USE RIP -RAP CLASS 1 TO FILL VOIDS IN THE CHANNEL BOTTOM. THE PROPOSED CHANNEL UPSTREAM OF CULVERT/HEADWALL SHALL BE SHAPED IN PHASE 2, STEP 5.. DRI E C , ON 4 IKE:, 1�, LIMIT OF TEMPORARY7 DISTURBANCE NC 28208 R L INLET 'IR I�N U U A CURB LEV. 7162.�1306 \v 712. C I YIE RIM ELEV. 0 A UT 70 - INV. IN 706.1 IN\/. OUT 705-9 17 kK �IAPLE IN PLANTER 24 0 0 POE -00N I m _� �PD ELIfW__709.10 N= 555438-.2830 711 .4084 E= INV OUT 7,051��' C C 0 7�1 . .. .... . . . ..... ... 77,7111 7 . .... ... . . .... ... 11 Y, 7B RCP SyCAMCWE IDE_ _-INV - . "bUIT. I ()�_'PDE C� PD 40" OAK SSE SE LAN E -LOD. - D�t 709'.B0 !b2.25 0570563 702.06 d porks on Elden DorothY porks 25_951PG 253 ur 46�8 Westridge 28208 Ch,rloffe, NC EM OAK I I VIA lj� 7�. 4j & __.,PLANTE -4,j 0 DRIVr P/114 7- D�l VE sSMH RIM ELEV 714.72 INV. IN 703.76 INV. OUT 703.66 SSMH RIM ELEV 713-57 INV. IN (EAST) 703.D1 INV. IN (NORTH) 7C)B.77 INV' IN (SOUTH) 703.17 INIJ. OUT 702.92 BRAD. PEAR IDE- ep r) "W"I'll 211". ME M. -M -00"M -00 -001 -mm PDE - B' LA C C C C C PDE POPLAR S E- SS SS ss ss LOD�§ -LOD- SSE SSE L 1j LAG � 710-88 FIFE � 716.67 DE 46, Cho WESTRIDGE DRIVE (SHEET la SCALE: 1 " = 20' NOTE: FOR COMPLETE CONSTRUCTION DRAWINGS AND DIRECTION, SEE RESPECTIVE SHEETS 6, 7 & 11. 0 v) < .0 Z) LLJ & v) 4. 10 9 6. 1� 0 ;. z now., e taw 0 .4 Cd u 1. . 0 lu im .2i cc f rb z 0 E_ 0 z 02 x. o LLI M u u) u U w CD C14 rz 3:: u uj m r - d D > b Z C) Ld of D_ m 0 < U 0 L- to 1 '6—/ -79 C-80 t+ 10 0 WESTRIDGE BRANCH -J rn < -o V) cn �eo ......... . tio IBM U! v M wr S ,ZZ: 0 0 Lo w C-4 0 M W a- �4 c*4 N., — cu u w 0 u 0 41 LO 0 0 04 0 W- ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) EN D STA. END POINT (N,E) L-1 62.02' N84*44'1 5"E 0+00-00 555355.7810, 1427959.30 0+62.02 555361.47, 1428021.06 L-2 27.89' S6*47',36"E 1+22.24 555327.2465, 1428063.36 1+50.12 555299.56, 1428066.66 L-3 23.15' N67'1 8'53"E 2+14.81 555271.4042, 1428114.91 2+37.96 555280.33, 1428136.27 L-4 19.01' S27*04'49"E 2+70.83 555270.0501, 1428164.35 2+89.84 555253.12, 1428173.00 L-5 23.44' N65'24'1 0"E 3+23.45 555243.1322, 1428201.75 3+46.89 555252.89, 1428223.06 L-6 33. 11 ' S42* 17'51 "E 3+86.01 555245.5663, 1428258.90 4+19.12 555221.08, 1428281.18 L-7 32.58' N62'41'41 "E 4+70.17 555212.6701, 1428327.92 5+02.75 555227.61, 1428,356.86 L-8 33.27' N85'48'43"E 5+11.63 555230.0073, 1428365.35 5+44.90 555232.44, 1428398.53 L-9 24.52' N 1 9',39'40"E 5+70.30 555246.9762, 1428417.64 5+94.82 555270.07, 1428425.89 L-10 28.57' S60'42'51 "E 6+33.07 555281.8561, 1428457.37 6+61.64 555267.88, 1428482.29 L-11 33.91' N41*08'53"E 6+91.64 555272.5931, 1428509.62 7+25.56 555298.13, 1428531.93 L-12 31.45' S66*09'03"E 7+53.47 555303.7756, 1428557-39 7+84.92 555291.06, 1428586.15 L-13 36.01' N 12'1 5'44"E 8+23.93 555306.5102, 1428616.55 8+59.94 555341.70, 1428624.20 L-14 2 5.12' S66*26'1 4"E 9+14.75 555363.5320, 1428666.88 9+39.87 555353.49, 1428689.91 L-15 13.3 8' N28'09'00"E 9+86.08 555367.2792, 1428729.63 9+99.47 555379.08, 1428735.95 L-16 22.41' N 6 8'0 2'41 " E 10+21.05 555393.2072, 1428751.69 10+43.47 555401.59, 1428772.48 L-17 14.4-6' N,3 7'5 1 '31 " E 10+59.80 555411.3142, 1428785.37 10+74.26 555422.73, 1428794.24 L-18 125.09' N46'08'28"E 10+77.44 555425.0933, 1428796.37 12+02.53 555511.76, 1428886.56 L-19 39.69' S66'28'28"E 12+48.40 555519.4026, 1428929.15 12+88.09 555503.56, 1428965.54 L-20 3 0.9 2' N7,3'47'1 9"E 13+15.13 555501.8689, 1428992.00 13+46.05 555510.50, 1429021.69 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) EN D STA. END POINT (N,E) L-61 22.52' N55'03'54"E 30+97.04 555866.5847, 1430376.69 31+19.56 555879.48, 1430395.15 L-62 15.29' N5'49'47"E 31+28.15 555886.6627, 1430399.38 31+43.44 555901.87, 1430400.93 L-63 17.17' N55*27'39"E 31+52.10 555909.0925, 1430405.21 31+69.27 555918.82, 1430419.35 L-64 19.18' N 1 3'08'56"E 31+80.34 555927.7685, 1430425.45 31+99.5,3 555946.45, 1430429.81 L-65 21.65' N71'26'56"E 32+14.79 555957.2556, 1430439.65 32+36.44 555964.14, 1430460.17 L-66 2 2.9 7' N21'1 3'46"E 32+49.59 555972.9325, 1430469.38 32+72.55 555994.34, 1430477.70 L-67 21.39' N60'52'09"E 32+82.93 556002.0128, 1430484.38 33+04.32 556012.42, 1430503.06 L-68 27.41' N 12* 07'31 "E 33+17.08 556022.3757, 1430510.42 33+44.49 556049.18, 1430516.18 L-69 34.84' N43*53'39"E 33+52.81 556056.4262, 1430520.04 33+87.64 556081.53, 1430544.19 L-70 25.21' N84'1 3'46"E 0+13.45 555411.4664, 1430042.18 0+38.65 555414.00, 1430067.26 L-71 12.35' S77*36'05"E 0+77.20 555421.5252, 1430104.48 0+89.54 555418.87, 1430116.54 L-72 151.76' S76'27'39"E 1+64.06 555421.4742, 1430184.08 3+15.81 555385.95, 1430331.61 L-73 18.35' S89'1 0'31 "E 3+92.80 555352.7798, 1430399.10 4+11.14 555352.52, 1430417.45 L-74 7.84' S47*02'26"E 4+25.85 555347.1544, 1430430.79 4+33.69 555341.81, 1430436.53 L-75 137.07' S78*01'1 8"E 4+66.13 555327.0314, 1430464.96 6+03.20 555298.58, 1430599.04 L-76 237.54' S68*00'1 8"E 6+03.20 555298.5846, 1430599.04 8+40.73 555209.62, 1430819.29 L-77 13.22' S41*52'00"E 9+47.85 555158.9493, 1430906.55 9+61.07 555149.10, 1430915.37 L-78 15.62' S82*02'33"E 9+82.11 555139.4149, 1430933.56 9+97.73 555137.25, 1430949.03 L-79 61.57' S70*08'04"E 12+70.06 555024.5833, 1431177.01 13+31.62 555003.66, 1431234.92 L-80 37.89' S77*00'50"E 14+22.16 554978.5349, 1431321.46 14+60.05 554970.02, 1431358.38 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) EN D STA. END POINT (N,E) L-121 9 6.40' N 42* 19'19 "E 4+65.51 554935.7431, 1432394.54 5+61.91 555007.02, 1432459.45 L-122 2.54' N33*00'08"E 5+61.91 555007.0205, 1432459.45 5+64.45 555009.15, 1432460.83 L-123 36.12' N36*28'1 8"E 5+64.45 555009.1513, 1432460.83 6+00.57 555038.20, 1432482.30 L-124 44.74' N22*55'1 7"E 6+00.57 555038.1952, 1432482.30 6+45.31 555079.40, 1432499.72 L-125 18.98' N 11'58'47 "W 6+45.31 555079.4043, 1432499.72 6+64.29 555097.98, 1432495.78 L-126 30.00' N39*28'00"E 6+64.29 555097.9753, 1432495.78 6+94.29 555121.13, 1432514.85 L-127 44.05' N66*32'02"E 6+94.29 555121.1338, 1432514.85 7+38.34 555138.67, 1432555.26 L-128 52.76' N35*27'1 9"E 7+38.34 555138.6745, 1432555.26 7+91.10 555181.65, 1432585.86 L-129 65.87' N58*34'03"E 7+91.10 555181.6479, 1432585.86 8+56.96 555216.00, 1432642.06 L-130 31.69' N68'58'39"E 8+56.96 555215.9969, 1432642.06 8+88.66 555227.37, 1432671.64 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) END STA. END POINT (N,E) L-21 75.56' S49'51'33"E 13+84.41 555502.8658, 1429057.72 14+59.97 555454.16, 1429115.48 L-22 2 6.7 3' S54'27'58"E 14+65.60 555450.7054, 1429119.92 14+92.33 555435.17, 1429141.68 L-23 0.73' S27'1 1'37"E 15+05.66 555425.1791, 1429150.31 15+06.39 555424.53, 1429150.64 L-24 37.15' S27'1 1'37"E 15+06.39 555424.5304, 1429150.64 15+43.54 555391.48, 1429167.62 L-25 25.80' S50'07'43"E 15+60.35 555378.4439, 1429178.05 15+86.15 555361.91, 1429197.85 L-26 20.66' S37'31'03"E 15+92.31 555357.4696, 1429202.11 16+12.97 555341.08, 1429214.69 L-27 13.70' S86'57'07"E 16+34.54 555331.3442, 1429233.19 16+48.24 555330.62, 1429246.87 L-28 18.15' S46'47'07"E 16+59.46 555326.2990, 1429256.98 16+77.61 555313.87, 1429270.21 L-29 15.32' S83*44'1,3"E 16+87.93 555309.6258, 1429279.42 17+03.25 555307.95, 1429294.65 L-30 14.59' S47*58'54"E 17+13.24 555303.9364, 1429303.61 17+27.83 555294.17, 1429314.45 L-31 19.34' N 85* 13'32 "E 17+40.89 555290-1126, 1429326.49 17+60.23 555291.72, 1429345.76 L-32 24.68' S51'32'22"E 17+81.36 555285.7444, 1429365.51 18+06.04 555270.39, 1429384.84 L-33 22.98' S83'1 0'47"E 18+21.50 555264.5159, 1429398.93 18+44.48 555261.79, 1429421.74 L-34 32.35' S62'1 9'46"E 18+54.67 555258.7829, 1429431.42 18+87.02 555243.76, 1429460.07 L-35 5 7.9 7' N 80* 13'52 "E 19+21.66 555238.4657, 1429493.68 19+79.62 555248.30, 1429550.81 L-36 85.76' N84'08'56"E 19+83.25 555248.7935, 1429554.39 20+69.00 555257.54, 1429639.71 L-37 33.70' N48'59'02"E 20+99.49 555269.1089, 1429667.44 21+33.19 555291.22, 1429692.87 L-38 25.45' N82'07'08"E 21+54.61 555299.9707, 1429712.09 21+80.05 555303.46, 1429737.30 L-39 27.79' N 6 F 15'20 "E 21+90.30 555306.2423, 1429747.12 22+18.09 555317.43, 1429772.56 L-40 2 6.9 8' S86*53'40"E 22+35.43 555320.5094, 1429789.46 22+62.41 555319.05, 1429816.40 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) EN D STA. END POINT (N,E) L-81 47.01' S68'02'48"E 14+60.05 554970.0211, 1431358.38 15+07.06 554952.45, 1431401.98 L-82 31.17' S74'58'21 "E 15+07.06 554952.4468, 1431401.98 15+38.22 554944.37, 1431432.08 L-83 36.63' S73'29'1 7"E 15+38.22 554944.3659, 1431432.08 15+74.86 554933.95, 1431467.21 L-84 11.75' S70* 12'0 1 "E 15+74.86 554933.9540, 1431467.21 15+86.61 554929.97, 1431478.27 L-85 21.43' S85'43'05"E 15+86.61 554929.9725, 1431478.27 16+08.04 554928.37, 1431499.63 L-86 31.24' N85*1 1'00"E 16+08.04 554928.3727, 1431499.63 16+39.28 554931.00, 1431530.77 L-87 42.27' S70'1 5'33"E 16+39.28 554930.9962, 1431530.77 16+81.56 554916.72, 1431570.55 L-88 40.34' S64'59'49"E 16+81.56 554916.7180, 1431570.55 17+21.89 554899.67, 1431607.11 L-89 39.19' S65*41'23"E 17+21.89 554899.6681, 1431607.11 17+61.08 554883.54, 1431642.82 L-90 13.38' S67*51'23"E 17+61.08 554883.5363, 1431642.82 17+74.46 554878.49, 1431655.22 L-91 68.85' S65'1 4'1 5"E 17+74.46 554878.4927, 1431655.22 18+43.32 554849.65, 1431717.74 L-92 34.15' S35'30'05"E 19+53.14 554815.9862, 1431817.72 19+87.29 554788.19, 1431837.55 L-93 48.57' S47'57'1 8"E 21+76.89 554700.2975, 1431994.65 22+25.46 554667.77, 1432030.72 L-94 22.92' S23'23'56"E 23+27.43 554594.0714, 1432098.15 23+50.35 554573.03, 1432107.26 L-95 7.3 6' S 18* 38'04"E 24+69.42 554498.7132, 1432193.96 24+76.78 554491.74, 1432196.31 L-96 9.8 6' S22'39'02"E 25+37.16 554463.5444, 1432244.62 25+47.02 554454.44, 1432248.42 L-97 15.73' S75'41'20"E 25+74.79 554436.9277, 1432268.69 25+90.52 554433.04, 1432283.93 L-98 10.77' S 19'48'31 "E 26+10.02 554420.4379, 1432297.80 26+20.80 554410.30, 1432301.45 L-99 6.41' N79* 1 9'44"E 27+76.68 554353.5591, 1432434.69 27+83.09 554354.75, 1432440.99 L-100 19.19' S85*31'07"E 28+30.22 554335.0541, 1432481.29 28+49.41 554333.56, 1432500.41 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) END STA. END POINT (N,E) L-131 11.34' N62* 1 2'54"E 8+88.66 555227.3662, 1432671.64 9+00.00 555232.65, 1432681.68 L-132 33.51' N62* 1 2'54"E 9+00-00 555232.6541, 1432681.68 9+33.51 555248.28, 1432711.33 L- 133 190.47' N61*31'39"E 9+33.51 555248.2767, 1432711.33 11+23.98 555339.08, 1432878.76 L-134 26.68' N60*24'03"E 11+23.98 555339.0802, 1432878.76 11+50.66 555352.26, 1432901.96 L- 135 36.60' S61*01'25"E 11+50.66 555352.2580, 1432901.96 11+87.26 555334.53, 1432933.98 L- 136 23.15' N60*34'41 "E 11+87.26 555334.5286, 1432933.98 12+10.41 555345.90, 1432954.14 L-1 37 30.67' N49*09'1 YE 12+10.41 555345.9031, 1432954.14 12+41.08 555365.96, 1432977.34 L- 138 25.49' N53*57'22"E 12+41.08 555365.9621, 1432977.34 12+66.57 555380.96, 1432997.95 L- 139 14.0 8' N53'57'22"E 12+66.57 555380.9595, 1432997.95 12+80.66 555389.25, 1433009.34 L-140 30.63' N56'41'1 CE 12+80.66 555389.2468, 1433009.34 13+11.29 555406.07, 1433034.94 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) EN D STA. END POINT (N,E) L-41 117.22' N70*06'39"E 22+72.44 555320.5022, 1429826.26 23+89.66 555360.38, 1429936.49 L-42 22.41' N43*29'07"E 24+06.86 555369.7126, 1429950.75 24+29.27 555385.98, 1429966.18 L-43 56.22' N73*57'27"E 24+47.35 555395.2533, 1429981.45 25+03.57 555410.79, 1430035.48 L-44 44.12' N26* 13'0 1 "E 25+32.73 555428.9636, 1430057.20 25+76.85 555468.54, 1430076.69 L-45 20.23' N56*08'44"E 25+93.57 555480.9800, 1430087.57 26+13.79 555492.25, 1430104.37 L-46 2 1.10' N 18* 1 8'46"E 26+34.92 555508.7682, 1430116.92 26+56.03 555528.80, 1430123.55 L-47 19.3 8' N44*45'07"E 26+65.25 555536.5997, 1430128.34 26+84.64 555550.36, 1430141.98 L-48 15.8 4' N 14'37'1 CE 26+95.15 555559.3961, 1430147.13 27+11.00 555574.72, 1430151.13 L-49 20.52' N37'1 7'06"E 27+18.91 555581.7920, 1430154.57 27+39.43 555598.12, 1430167.00 L-50 18.2 9' N8'1 7'40"E 27+49.55 555607.3512, 1430170.88 27+67.84 555625.45, 1430173.52 L-51 10.90' N37*34'36"E 27+78.06 555634.7639, 1430177.46 27+88.96 555643.40, 1430184.11 L-52 19.87 ) N5'56'54"E 28+00.00 555653.5257, 1430188.15 28+19.87 555673.28, 1430190.21 L-53 31.09' N58*39'1 CE 28+48.39 555696.5469, 1430204.91 28+79.48 555712.72, 1430231.47 L-54 24.59' N 45* 13'15 "E 28+84.17 555715.6063, 1430235.15 29+08.76 555732.92, 1430252.61 L-55 20.84' N65*33'47"E 29+15.86 555736.9360, 1430258.42 29+36.70 555745.56, 1430277.40 L-56 18.7 4' N31 *23'49"E 29+48.63 555753.3482, 1430286.19 29+67.36 555769.34, 1430295.96 L-57 15.7 9' N56*56'47"E 29+76.28 555775.6867, 1430302.12 29+92.07 555784.30, 1430315.35 L-58 20.13' N27*09'36"E 30+02.47 555791.9328, 1430322.24 30+22.61 555809.85, 1430331.43 L-59 22.53' N53'25'59"E 30+31.78 555816.7806, 1430337.31 30+54.31 555830.20, 1430355.41 L-60 24.20' N23'48'05"E 30+64.65 555838.1950, 1430361.79 30+88.85 555860.34, 1430371.56 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) END STA. END POINT (N,E) L-101 81.97' S,3 7'2 6'0 8 " E 28+67.42 554321.9668, 1432512.84 29+49.38 554256.88, 1432562.67 L-102 8.83' S59'27'21 "E 29+68.60 554244.2140, 1432576.96 29+77.43 554239.73, 1432584.56 L-103 16.73' SO*06'1 9"W 29+93.02 554226.7817, 1432591.94 30+09.75 554210.05, 1432591.91 L-104 12.07' S69*02'21 "E 30+27.86 554196.0141, 1432601.54 30+39.93 554191.70, 1432612.81 L- 105 16.7 3' ST 1 O'l 6"E 30+57.17 554178.5191, 1432622.42 30+73.90 554161.81, 1432623.35 L- 106 16.01' S76* 1 4'02"E 30+93.03 554148.0756, 1432634.76 31+09.04 554144.26, 1432650.31 L- 107 8.40' Sl'47'52"W 31+43.09 554119.1986, 1432669.35 31+51.49 554110.81, 1432669.09 L- 108 3.53' S65*39'1 1 "E 31+63.26 554101.3806, 1432674.96 31+66.79 554099.93, 1432678.17 L- 109 29.63' S23*28'38"E 31+85.19 554087.1091, 1432690.80 32+14.82 554059.93, 1432702.60 L- 110 38.30' S29'21'06"E 32+14.82 554059.9327, 1432702.60 32+53.12 554026.55, 1432721.37 L-1 11 2.72' S 1 2'00'34"E 32+53.12 554026.5519, 1432721.37 32+55.83 554023.89, 1432721.94 L-1 12 116.01' N54* 1 6'57"E 0+00-00 554661.4537, 1432040.54 1+16.01 554729.18, 1432134.73 L- 113 37.79' N,3'06'04"E 1+16.01 554729.1798, 1432134.73 1+53.80 554766.91, 1432136.77 L-1 14 46.20' N6,3*32'36"E 1+53.80 554766.9116, 1432136.77 2+00.00 554787.50, 1432178.14 L-1 15 1,37.11' N 6,3'2 8'2 4 " E 2+00.00 554787.4952, 1432178.14 3+37.11 554848.73, 1432300.81 L-1 16 3.63' N55'44'50"E 3+37.11 554848.7286, 1432300.81 3+40.74 554850.77, 1432303.81 L-1 17 51.73' N47'02'24"E 3+40.74 554850.7741, 1432303.81 3+92.47 554886.03, 1432341.67 L-1 18 38.80' N52'45'58"E 3+92.47 554886.0286, 1432341.67 4+31.27 554909.50, 1432372.56 L-1 19 24.67' N39'09'28"E 4+31.27 554909.5027, 1432372.56 4+55.94 554928.63, 1432388.14 L-120 9.57' N41'59'49"E 4+55.94 554928.6305, 1432388.14 4+65.51 554935.74, 1432394.54 ALIGNMENT LINE TABLE LINE NO. LENGTH DIRECTION START STA. START POINT (N,E) END STA. END POINT (N,E) L-141 32.23' N55'10'48"E 13+11.29 555406.0701, 1433034.94 13+43.52 555424.48, 1433061.40 L-142 1 6.57' N53'45'02"E 13+43.52 555424.4761, 1433061.40 13+50.09 555428.36, 1433066.70 b- #- 0 r-) vow'.. -.W LJ Ali z -i9 0 z 3�d s.m .3 go c LLI 1A Ix *2� a- C 2 41 z d awe$ EEO 7:Z: 0 CN (n W Lo 0 0 d Z 04 >- 0 Of co U cn ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-1 0+99-99 9 1'3 1 '51 39.00' 37.97' 60.22 S51'01'40.18"E 54.41' C-2 1+96.48 74'06'28" 35.00' 46.36' 64.69 S59'44'21.64"E 55.86' C-3 2+58.33 94'23'42" 22.00' 20.37' 32.87 S69*52'58.26"E 29.90' C-4 3+10.91 9 2'2 8'5 8 " 22.00' 21.07' 33.60 S70*50'1 9.47"E 30.43' C-5 3+69.54 107'42'00" 31.00' 22.65' 39.12 S78'26'50.64"E 36.57' C-6 4+49.05 104-'59'31 " 39.00' 29.93' 51.06 S79'48'05.07"E 47.49' C-7 5+07.25 156*52'58" 22.00' 4.50' 8.88 N74* 15'1 1.98"E 8.82' C-8 5+59.22 113*50'57" 22.00' 14.33' 25.40 N52*44'1 1.34"E 24.01' C-9 6+20.86 80*22',30" 22.00' 2 6.0 5' 38.25 N69*28'24.9,3"E 33.61' C-10 6+79.50 10 1 * 5 1 '4 4 " 22.00' 17.86' 30.00 N80* 1,3'00.74"E 27.73' C-1 1 7+41.75 107* 17'54" 22.00' 16.19' 27.92 N77*29'54.76"E 2 6.0 8' C-12 8+11.89 78'24'46" 22.00' 26.97' 39.01 N63*03'1 9.65"E 34.09' C-13 8+97.75 78'41'58" 31.00' 37.81' 54.81 N62*54'44.79"E 47.94' C-14 9+68.48 94'35'14" 31.00' 28.61' 46.21 N70'51'22.98"E 42.05' C-15 10+10.72 140'06'19" 31.00' 1 1.25' 21.59 N48'05'50.65"E 21.15' C-16 10+51.83 149'48'49 " 31.00' 8.36' 16.33 N52'57'05.63"E 16.14' C-17 10+75.85 171*43'02" 22.00' 1.59' 3.18 N41 *59'59.27"E 3.18' C-18 12+28.53 112*36'56" 39.00' 26.00' 45.87 N79*49'59.69"E 43.27' C-19 13+02.18 140* 15'47 " 39.00' 14.09' 27.05 S86*20'34.61 "E 26.51' C-20 13+66.94 123*38'51 " 39.00' 20.89' 38.36 S78*02'06.83"E 3 6. 83' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-61 31+24.14 130*45'52" 10.00' 4.58' 8.59 N30*26'50.48"E 8.33' C-62 31+48.06 130*22'08" 10.00' 4.62' 8.66 N30*38'42.79"E 8.39' C-63 31+75.07 137*41'17" 15.00' 5.80' 11.08 N34* 18'1 7.45"E 10.83' C-64 32+07.89 121*42'00" 15.00' 8.37' 15.26 N42* 1 7'55.70"E 14.61' C-65 32+43.47 129*46'50" 15.00' 7.03' 13.15 N46'20'20.75"E 12.73' C-66 32+77.96 140'21'37" 15.00' 5.41' 10.38 N41'02'57.46"E 10. 17' C-67 33+11.11 13 1'15'21 " 15.00' 6.80' 12.76 N36'29'49.40"E 12.38' C-68 33+48.76 148'13'52" 15.00' 4.27' 8.32 N28*00'34.72"E 8.21' C-69 0+06.74 169'43'41 " 75.00' 6.74' 13.45 N79*05'36.53"E 13.43' C-70 0+50.33 160*30'33" 68.00' 11.68' 23.13 N74*29'02.1 7"E 23.02' C-71 0+69.82 139*51'33" 22.00' 8.04' 15.41 N84*48'32.02"E 15.10' C-72 1+02.50 119*00'26" 22.00' 12.9 6' 23.42 N71 *54'07.68"E 22.33' C-73 1+32.70 96*11'30" 22.00' 19.74' 32.18 N83* 1 8'35.46"E 29.39' C-74 1+54.71 158* 19'31 " 50.00' 9.57' 18.91 S65'37'24.28"E 18.80' C-75 3+30.70 146*50'14" 50.00' 14.89' 28.94 S59'52'46.13"E 28.54' C-76 3+70.15 134*07'22" 60.00' 25.39' 48.04 S66'1 4'1 2.36"E 46.77' C-77 4+18.85 137'51'54" 20.00' 7.70' 14.71 S68'06'28.48"E 14.38' C-78 4+50.32 149'01'07" 60.00' 16.63' 32.44 S62'31'52.03"E 32.05' C-79 8+62.24 140'33'23" 60.00' 21.51' 41.31 S48* 1 6'59.26"E 40.49' C-80 9+08.13 106-36'11 " 35.00' 2 6.0 9' 44.84 S65 -15'35.18"E 41.83' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-1 21 28+05.91 124-'26'16" 5.00' 2.63' 4.85 S64'1 1'33.70"E 4.66' C-122 28+14.02 118'55'39 " 10.00' 5.90' 10.66 S6 1'26'1 5.37"E 10. 16' C-123 28+24.98 125'22'57" 12.00' 6.20' 11.44 S58* 1 2'36.24"E 11.01' C-124 28+57.04 115*03'58" 12.00' 7.64' 13.60 S53*03'06.66"E 12.88' C-125 28+65.23 163*08'58" 15.00' 2.22' 4.41 S29'00'36.98"E 4.40' C-126 29+59.11 157*58'47" 50.00' 9.73' 19.22 S48'26'44.74"E 19.10' C-127 29+86.01 120*26'20" 15.00' 8.58' 15.59 S29'40'31.33"E 14.90' C-128 30+20.09 110*51'20" 15.00' 10.34' 18.10 S34'28'01.28"E 17.02' C-129 30+49.64 114*07'55" 15.00' 9.72' 17.24 S36*06'1 8.82"E 16.31' C-130 30+85.01 106*56'15" 15.00' 11.11, 19.13 S39*42'09.06"E 17.86' C- 131 31+29.30 10 1 *58'07" 25.00' 20.26' 34.05 S37'1 3'05.01 "E 31.48' C-132 31+58.16 112*32'57" 10.00' 6.68' 11.77 S31'55'39.66"E 11.10, C-133 31+76.43 137'49'27" 25.00' 9.64' 18.40 S44'33'54.48"E 17.99' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-21 14+62.78 175'23'35" 70.00' 2.82' 5.63 S52*09'45.19"E 5.63' C-22 14+99.12 152'43'37" 28.00' 6.79' 13.33 S40*49'48.31 "E 13.2 0' C-23 15+52.06 157'03'53" 42.00' 8.52' 16.81 S38'39'40.02"E 16.7 0' C-24 15+89.24 167'23'19" 28.00' 3.09' 6.16 S43'49'23.05"E 6.15' C-25 16+24.48 130'33'56" 25.00' 11.51' 21.57 S62'1 4'04.60"E 20.91' C-26 16+54.09 139'50'01 " 16.00' 5.85' 11.22 S66'52'06.92"E 10.99, C-27 16+82.95 143*02'54" 16.00' 5.35' 10.32 S65* 15'40.1 7"E 10. 14' C-28 17+08.41 144* 14'41 " 16.00' 5.16' 9.98 S65*51'33.32"E 9.82' C-29 17+34.75 133* 12'25" 16.00' 6.9 2' 13.07 S71 *22'40.95"E 12.71' C-30 17+71.33 136'45'54" 28.00' 11. 10' 21.13 S73*09'25.25"E 20.63' C-31 18+13.97 148'21'35" 28.00' 7.9 3' 15.46 S67*21'34.63"E 15.2 7' C-32 18+49.63 159'08'59" 28.00' 5.15' 10.19 S72*45'1 6.38"E 10. 13' C-33 19+04.98 142'33'38" 53.00' 17.9 6' 34.63 S 81 * 0 2'5 6.7 9 " E 34.02' C-34 19+81.44 176'04'56" 53.00' 1.81' 3.62 N82* 11'24.21 "E 3.62' C-35 20+84.70 146'24'20" 52.00' 15.7 0' 30.49 N67'21'06.43"E 30.05' C-36 21+44.21 146'49'49" 37.00' 11.02' 21.42 N65'32'02.21 "E 21.12' C-37 21+85.21 164*08'13" 37.00' 5.15' 10.24 N74'1 1'1 3.89"E 10.21' C-38 22+26.92 153*09'00" 37.00' 8.83' 17.34 N79'40'50.22"E 17.18' C-39 22+67.49 157*00'19" 25.00' 5.09' 10.03 N81 *36'29.48"E 9.9 7' C-40 23+91.93 173*00'03" 37.00' 2.2 6' 4.52 N66*36'40.14"E 4.52' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-81 9+38.44 119'54'30" 20.00' 11.57' 20.98 S71*54'44.80"E 20.03' C-82 9+72.04 139'49'27" 30.00' 10.97' 21.04 S 61 * 57'16.40 "E 20.61' C-83 10+22.49 122'21'25" 45.00' 2 4.7 6' 45.27 S53* 13'1 5.25"E 43.39' C-84 10+65.67 95*36'14" 25.00' 22.67' 36.82 S66*35'50.97"E 33.58' C-85 11+02.66 113'46'02" 35.00' 22.83' 40.46 S75*40'45.28"E 38.24' C-86 11+33.93 131'04'36" 30.00' 13.65' 25.62 S67'01'28.31 "E 24.85' C-87 11+62.36 113'16'24" 25.00' 16.46' 29.12 S58'07'22.02"E 27.50' C-88 11+89.31 108*54'36" 20.00' 14.2 9' 24.82 S60'1 8'1 5.60"E 23.25' C-89 12+10.86 107*21'46" 15.00' 11.03' 19.02 S59'31'50.54"E 17.77' C-90 12+41.73 105* 19'30" 30.00' 22.88' 39.10 S60*32'58.65"E 36.39' C-91 12+64.12 152'14'50" 25.00' 6.18' 12.11 S84*00'38.74"E 11.99' C-92 13+54.67 166'51'18" 200.00' 23.04' 45.89 S76*42'25.1 0"E 45.78' C-93 13+86.88 158'45'59" 50.00' 9.37' 18.53 S72*39'46.05"E 18.42' C-94 14+09.18 165'01'56" 100.00' 13.14' 26.12 S69*31'47.67"E 26.05' C-95 18+49.67 151'27'22" 25.00' 6.36' 12.45 S79*30'33.75"E 12.33' C-96 18+68.94 132'35'49" 30.00' 13.17' 24.82 S70*04'47.50"E 24.12' C-97 18+98.40 126'03'17" 35.00' 17.81' 32.95 S73'21'03.70"E 31.75' C-98 19+35.76 115'10'39 " 35.00' 22.22' 39.60 S67'54'44.91 "E 37.52' C-99 19+96.64 116* 05'29 " 15.00' 9.3 6' 16.73 S67'27'20.09"E 15.88' 100 20+23.02 105-32'27" 25.00' 19.00' 32.49 S62-1 0'49.00"E 30.25' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-41 24+00.58 160*22'26" 37.00' 6.40' 12.67 N53* 1 7'54.32"E 12.61' C-42 24+38.53 149*31'40" 34.00' 9.26' 18.08 N58*43'1 7.15"E 17.87' C-43 25+19.06 132* 15'34" 35.00' 15.49' 29.16 N50'05'1 4.29"E 28.33' C-44 25+85.40 150*04'18" 32.00' 8.55' 16.72 N41'1 0'52.67"E 16.5 3' C-45 26+24.76 142'10'02 " 32.00' 10.97' 21.13 N37'1 3'45.12"E 20.75' C-46 26+60.72 153'33'40" 20.00' 4.70' 9.23 N31'31'56.42"E 9.15' C-47 26+90.02 149'52'09" 20.00' 5.38' 10.52 N29*41'1 1.27"E 10.40' C-48 27+15 157'20'10" 20.00' 4.01' 7.91 N25*57'1 1.1 7"E 7.86' C-49 27+44.60 151*00'34" 20.00' 5.17' 10.12 N22*47'23.36"E 10.01' C-50 27+73.07 150*43'04" 20.00' 5.22' 10.22 N22*56'08.41 "E 10.11, C-51 27+94.63 148*22'17" 20.00' 5.66' 11.04 N21*45'44.96"E 10.90' C-52 28+35.23 127* 17'38 " 31.00' 15.36' 28.52 N32* 1 8'04.66"E 27.52' C-53 28+81.84 166*33'59" 20.00' 2.36' 4.69 N51 *56'1 5.23"E 4.68' C-54 29+12.34 159*39'28" 20.00' 3.59' 7.10 N55'23'30.80"E 7.06' C-55 29+42.85 145'50'02" 20.00' 6.15' 11.93 N48'28'48.20"E 11.75' C-56 29+71.90 154'27'03" 20.00' 4.53' 8.92 N44'1 O'l 8.05"E 8.84' C-57 29+97.39 150'12'50 " 20.00' 5.32' 10.40 N42*03'1 1.43"E 10.28' C-58 30+27.27 153'43',37" 20.00' 4.67' 9.17 N 40* 17'47.7 2 " E 9.09, C-59 30+59.60 150*22'06" 20.00' 5.29' 10.34 N38*37'02.1 YE 10.23' C-60 30+93.05 148*44'11 " 15.00' 4.20' 8.18 N39*25'59.70"E 8.08' ALIGNMENT CURVE TABLE CURVE NO. PI STATION RADIUS TANGENT LENGTH CHORD DIRECTION CHORD LENGTH C-101 20+58.66 107'06'26" 30.00' 2 2.16' 38.17 S61'2,3'49.,30"E 35.64' C-102 20+95.50 110*27'23" 30.00' 20.83' 36-41 S63*04'1 7.56"E 34.22' C-103 21+28.61 1,32*40'52" 40.00' 17.53' 33.03 S51*57',3,3.14"E 32.10' C-104 21+60.83 152*20'11 " 67.86' 16.71' 32.77 S 6 1 * 47"12.57 "E 32.45' C-105 22+30.63 163*11'32" 35.00' 5.17' 10.27 S56*21'31.87"E 10.23' C-106 22+49.73 1,36*22'58" 35.00' 14.01' 26.64 S42'57'1 5.05"E 26.01' C-107 22+78.95 143* 19'15" 50.00' 16.5 7' 32.01 S39'29'06.92"E 31.46' C-108 23+11.42 145*34'27" 55.00' 17.04' 33.05 S40'36'42.90"E 32.55' C-109 23+81.23 125*31'53" 60.00' 30.88' 57.04 S50'37'59.70"E 54.92' C-110 24+41.50 120'46'01 " 60.00' 34.11' 62.03 S48'1 5'03.74"E 59.30' C- 111 24+89.27 100'26'51 " 15.00' 12.49' 20.83 S58'24'38.97"E 19.19, C-1 12 25+20.85 104'27'48" 30.00' 23.24' 39.55 S60'25'07.81 "E 36.75' C-1 13 25+61.99 126*57'41 " 30.00' 14.97' 27.77 S49* 1 O'l 1.21 "E 26.79' C-1 14 26+01.13 124*07'10" 20.00' 10.61' 19.51 S47*44'55.51 "E 18.74' C-1 15 26+42.26 108*49'40" 30.00' 21.47' 37.27 S55*23'40.49"E 34.92' C-1 16 26+71.55 123* 18'37 " 25.00' 13.49' 24.74 S62'38'08.81 "E 23.74' C-1 17 27+07.07 102*03'07" 30.00' 24.27' 40.81 S73'1 5'53.80"E 37.74' C-1 18 27+42.98 104*27'02" 25.00' 19.37' 32.96 S74'27'51.54"E 30.63' C-1 19 27+67.82 116*0 1'07" 18.00' 11.24' 20.10 S68'40'49.32"E 19.07' C-120 27+94.39 115-44'26" 18.00' 11.30' 20.19 S68 -32'28.82"E 19.15' LJ Zw cn - Q 0 zo .:3 U! ui Of d z ,act b 0 Lo w C-4 C) C-4 uu) Lo 0 0 d 1 4 CY) 0 w 0 co C) U c 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPT. OF AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE REGULATIONS. 2. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT AND WILL BE EMPLOYED WHERE DETERMINED NECESSARY BY ACTUAL SITE CONDITIONS. 3. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. FROM THE DRAINAGE AREAS SHOWN HEREON IN AN EXPEDITOUS MANNER AS CONSTRUCTION PROGRESSES. B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATLEY UPON NOTIFICATION BY THE CITY OF CHARLOTTE INSPECTOR AND/OR THE ENGINEER. 4. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED. 5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, FENCING, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS. 6. PRIOR TO GRUBBING, ALL TREE PROTECTION FENCING SHALL BE INSTALLED, INSPECTED AND APPROVED BY THE INSPECTOR. TREES WITHIN THE PROTECTION AREAS MAY ONLY BE REMOVED WITH APPROVAL BY THE INSPECTOR. 7. ALL PERIMETER EROSION CONTROL DEVICES AND STORMWATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION AND WITHIN 24 HOURS OF GRUBBING. THIS MAY REQUIRE GRUBBING IN STAGES TO ENSURE EROSION CONTROL MEASURES ARE PUT IN PLACE PRIOR TO RAIN EVENT. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL IMMEDIATELY BE REPORTED TO THE ENGINEER. 8. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION. 9. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE UTILIZED FOR EROSION CONTROL. 10. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED TO CITY OF CHARLOTTE STANDARDS, NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, OR THE MORE PROTECTIVE OF THE TWO. 11. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. 12. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. 13. GROUND STABILIZATION SHALL BE ACHIEVED CONSISTENT WITH NC DENR GENERAL PERMIT NCGO1000 EFFECTIVE AS OF AUGUST 2, 2011. WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, ALL DISTURBED AREAS SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY EXCEPT FOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1 (H:V), WHICH SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION W�TH GROUND COVER WITHIN 7 CALENDAR DAYS FROM THE LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL REFER TO GENERAL PERMIT NCGO1000 FOR SPECIFIC CONDITIONS, EXEMPTIONS, AND DEFINITIONS FOR MEETING THESE STABILIZATION REQUIREMENTS. iLlIm-limmalmoLoitelm26*IL*iEMIFA-lmmmmr-ium4110magoLlow-illmimmimi[simelmimmim1490]mm 15. THE CONTRACTOR IS NOT TO UNCOVER MORE STREAM BANK THAN THEY HAVE THE ABILITY TO STABILIZE AT THE END OF THE DAY. STREAM BANKS ARE TO BE STABILIZED AT THE END OF EACH WORK DAY. 16. ALL STREAM BANK WORK IS TO BE CONDUCTED DURING PREDICTED PERIODS OF DRY WEATHER. 17. ACCUMULATED SEDIMENT IS TO BE CLEANED FROM THE UPSTREAM SIDE OF IN STREAM CHECK DAMS AT THE END OF EACH WORK DAY. SPOIL/WASTE MATERIAL MAY BE MIXED WITH OTHER ON-SITE SOILS TO BE PLACED IN FILL AREAS, MAINTAINING COMPACTION REQUIREMENTS. 18. ON-SITE STOCKPILING OF SOIL IS ALLOWED WITHIN THE LIMITS OF DISTURBANCE SUBJECT TO PLACING APPROPRIATE EROSION CONTROL DEVICES TO PREVENT SOIL LOSS DURING RAIN EVENTS. LOCATIONS SHALL BE PRE -APPROVED BY THE INSPECTOR. 19. ROCKS LARGER THAN 5 INCHES ARE PROHIBITED WITHIN 3 FEET OF FINISHED GRADE WITHIN FILL SECTIONS. 00 CR CD �2 SEEDING SPECIFICATIONS TEMPORARY SEEDING SCHEDULE DATE SEEDING PLANTING RATE AUG. 15 - APR 15 WINTER RYE (GRAIN) 40 LB./AC APR. 15 - AUG 15 GERMAN MILLET 10 LB./AC 1.) TEMPORARY SEEDING ALONE DOES NOT CONSTITUTE STABILIZED GROUND COVER AS NURSE CROPS MAY TAKE LONGER THAN 7 CALENDAR DAYS TO ESTABLISH. 2.) APPLY GROUND LIMESTONE AT THE RATE OF 75 LB./1000 SF. ONLY IF SOIL TEST SHOWS THAT SOIL NEEDS LIME. 3.) APPLY 10-20-20 (N -P -K) COMMERCIAL FERTILIZER AT THE RATE OF 20 LB./1000 SF. 4.) MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LB./1000 SF. 5.) HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. SEEDBED PREPARATION NOTES 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. CONTRACTOR SHALL STOCKPILE TOPSOIL ON-SITE FOR THIS USE. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS./1000 S.F. OF SUPERPHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL TEST REPORT. 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITH MATTING WHERE SPECIFIED WITHIN TWO DAYS AFTER MULCH IS SPREAD. 9. BORROW AND FILL TO BE BALANCED ON SITE. - - - - - - - - - - - - - - N Drive Brooktree L --- ------------------ ------------- v �r A., 0 ay Plac 7 r . . . . . . . . dw A- ------------ L Westcrest Drive ---------- - - - - - - - - - - - - - - - -- - 44V V A.. /4., V A 0 vood Drive / / I !ve 1> C;;, 'EC3 x fig W. / e Qj toz A d?QP 14� 0 AJ V I *10 0 North Dr. ot 0 T I log - - - - - - - - - - - - - - - - I F J111i - - - - - - - - - - - EROSION CONTROL PLAN INDEX NTS zz C.O.I.O., c z I.- . � c a c 0 z 0 U2 Z awe$ 9 CA Eno -m oft 943 ;s wD a Z=7 _E1 Ld _j < C) C/) 0 U U U) I— 0 u C, u Ln 0 0 d I Z 0-) 0 x 0 CD Q� 0 CD C) u C) Z U c C E* cf) 40) 0 EROSION CONTROL: 1 . THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS, UNLESS OTHERWISE DIRECTED. 2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE STANDARDS AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETED FOR WHICH ACCESS ROAD IS USED, AND UNLESS OTHERWISE APPROVED, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY BASED ON SITE CONDITIONS AND CONTRACTOR'S PRACTICES, AS DIRECTED BY THE ENGINEER. 3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN 4%, INSTALL A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. 4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES. ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT TREE PROTECTION. 5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. 6� PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFALL DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY THE ENGINEER. 7. ALL CONSTRUCTION WITHIN FLOWING STREAMS SHALL UTILIZE A PUMP TO BYPASS UPSTREAM CLEAN STREAM FLOW AROUND WORK AREA. PROCEDURES SHALL FOLLOW PUMP AROUND DETAILS IN THE PLANS. 8. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE (WHICH IS CONSISTENT WITH THE TRAFFIC CONTROL PHASING) FOR EACH CONSTRUCTION PHASE: 9. GRUBBING SHALL BE PERFORMED DURING PREDICTED PERIODS OF DRY WEATHER. 10. SILT FENCE SHALL BE INSTALLED WITHIN 24 HOURS OF GRUBBING. ii. GROUND STABILIZATION SHALL BE ACHIEVED CONSISTENT WITH NC DENR GENERAL PERMIT NCGO1000 EFFECTIVE AS OF AUGUST 2, 2011. WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, ALL DISTURBED AREAS SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY EXCEPT FOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1 (H:V), WHICH SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER WITHIN 7 CALENDAR DAYS FROM THE LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL REFER TO GENERAL PERMIT NCGO1000 FOR SPECIFIC CONDITIONS, EXEMPTIONS, AND DEFINITIONS FOR MEETING THESE STABILIZATION REQUIREMENTS. CONSTRUCTION SEQUENCE: EROSION CONTROL CONSTRUCTION SEQUENCE: PHASE 1 - CULVERT AND CHANNEL IMPROVEMENTS ON ALLENBROOK BRANCH, WESTRIDGE BRANCH, AND ROADWAY IMPROVEMENTS ALONG PINOCA, WABASH, WILDWOOD, AND HOVIS STEP 1 REPLACEMENT OF ALLENBROOK DRIVE CULVERT AND HEADWALLS, AND REPAVING THE STREET. PROVIDE TEMPORARY BANK TIE-IN STABILIZATION. A.INSTALL ALL NEW STORMWATER MANAGEMENT, EROSION CONTROL DEVICES, AND TREE PROTECTION, AND MAKE ALL NEW AND EXISTING DRAINAGE FACILITIES OPERATIONAL PRIOR TO CONSTRUCTION ACTIVITIES. INSPECTOR MAKES FINAL DECISION ON REQUIREMENT FOR AND PLACEMENT OF SILT FENCE AND OTHER EROSION CONTROL DEVICES. AT ALL TIMES MEASURES WILL BE INSTALLED SUFFICIENT TO RESTRAIN EROSION. B.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. C.PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND REQUIRED EROSION AND SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. D.PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. EAMPERVIOUS EARTHEN/ROCK CHECK DAMS SHALL BE INSTALLED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM CHECK DAM. SEE PUMP AROUND DETAILS. F.PERFORM DAILY WORK FROM UPSTREAM TO DOWNSTREAM, AND IN ACCORDANCE WITH THE PLANS. G.PROVIDE GROUND STABILIZATION AS REQUIRED IN NOTE 12 FROM EROSION CONTROL FOR DISTURBED AREAS. SEE SHEET P-01 FOR SEEDING SCHEDULE. H.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO A LOCATION OFFSITE. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD. J.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE. SILT FENCE MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. K.PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF WORK AREA. IN ACCORDANCE WITH THE PLAN DETAILS AND SPECIFICATIONS. SEE SHEET E-01 FOR SEEDING SCHEDULE. STEP 2 REPLACEMENT OF LANEWOOD PLACE CULVERT AND HEADWALLS, REPLACEMENT OF CURB AND GUTTER AND ROAD REPAVING. A.INSTALL ALL NEW STORMWATER MANAGEMENT AND EROSION CONTROL DEVICES AND MAKE ALL NEW AND EXISTING DRAINAGE FACILITIES OPERATIONAL PRIOR TO CONSTRUCTION ACTIVITIES. INSPECTOR MAKES FINAL DECISION ON REQUIREMENT FOR AND PLACEMENT OF SILT FENCE AND OTHER EROSION CONTROL DEVICES. AT ALL TIMES MEASURES WILL BE INSTALLED SUFFICIENT TO RESTRAIN EROSION. B.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. C.CONSTRUCT CULVERT IMPROVEMENTS AT LANEWOOD INCLUDING RESTORATION OF THE ROADWAY PAVEMENT, PRIOR TO CONTINUING WITH UPSTREAM CHANNEL IMPROVEMENTS. PUMP AROUND OF DAILY STREAM FLOW AS REQUIRED. D.PROCEDURES SHALL BE SIMILAR TO STEP 1, ITEMS C THROUGH K. STEP 3 ALLENBROOK BRANCH CHANNEL STABILIZATION WORK STARTING AT LANEWOOD PLACE CULVERT AND WORKING DOWNSTREAM TO ALLENBROOK CULVERT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 1, STEP 2 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. STEP 4 REPLACEMENT OF WESTRIDGE DRIVE CULVERT AND HEADWALLS, CATCHBASIN AND PIPE, CURB AND GUTTER, AND ROAD REPAVING. A.INSTALL ALL NEW STORMWATER MANAGEMENT AND EROSION CONTROL DEVICES AND MAKE ALL NEW AND EXISTING DRAINAGE FACILITIES OPERATIONAL PRIOR TO CONSTRUCTION ACTIVITIES. INSPECTOR MAKES FINAL DECISION ON REQUIREMENT FOR AND PLACEMENT OF SILT FENCE AND OTHER EROSION CONTROL DEVICES. AT ALL TIMES MEASURES WILL BE INSTALLED SUFFICIENT TO RESTRAIN EROSION. B.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. C.CONSTRUCT CULVERT IMPROVEMENTS AT LANEWOOD INCLUDING RESTORATION OF THE ROADWAY PAVEMENT, PRIOR TO CONTINUING WITH UPSTREAM CHANNEL IMPROVEMENTS. PUMP AROUND OF DAILY STREAM FLOW AS REQUIRED. D.PROCEDURES SHALL BE SIMILAR TO STEP 1, ITEMS C THROUGH K. STEP 5 WESTRIDGE BRANCH CHANNEL STABILIZATION WORK STARTING AT WESTRIDGE CULVERT AND WORKING DOWNSTREAM TO THE CONFLUENCE WITH ALLENBROOK BRANCH. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 1, STEP 4 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. STEP 6 ALLENBROOK BRANCH CHANNEL STABILIZATION WORK STARTING NEAR BRAMBLE AND WORKING DOWNSTREAM TO LANEWOOD PLACE CULVERT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 1, STEP 5 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM UPSTREAM TO DOWNSTREAM. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. STEP 7 ROADWAY IMPROVEMENTS ALONG WILDWOOD AVENUE, WABASH AVENUE, PINOCA STREET, AND HOVIS ROAD (FROM WEST OF PINOCA TO WILDWOOD). A.ROADWAY IMPROVEMENTS SHALL BE CONSTRUCTED IN THE FOLLOWING ORDER: WILDWOOD, WABASH, PINOCA, THEN HOVIS. ROADWAY IMPROVEMENTS IN THIS STEP CAN BE PERFORMED SIMULTANEOUS TO PHASE 1, STEP 1, HOWEVER EACH STREET SHALL BE COMPLETED PRIOR TO THE INITIATION OF THE NEXT STREET. B.INSTALL ALL NEW STORMWATER MANAGEMENT AND EROSION CONTROL DEVICES AND MAKE ALL NEW AND EXISTING DRAINAGE FACILITIES OPERATIONAL PRIOR TO CONSTRUCTION ACTIVITIES. INSPECTOR MAKES FINAL DECISION ON REQUIREMENT FOR AND PLACEMENT OF SILT FENCE AND OTHER EROSION CONTROL DEVICES. AT ALL TIMES MEASURES WILL BE INSTALLED SUFFICIENT TO RESTRAIN EROSION. C.INSTALL INLET PROTECTION ON ALL INLETS UPON SUBSTANTIAL COMPLETION OF THE INLET, OUTLET PROTECTION AS SHOWN ON THE PLANS FOR ALL OUTFALL PIPES. D.PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND REQUIRED EROSION AND SEDIMENT CONTRL DEVICES. PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. E.PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN VOLUME. REPA�R AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. F.THE CONTRACTOR SHALL LIMIT STORING SOIL ON PAVED SURFACES BUT IN THE EVENT OF NO OTHER ALTERNATIVE, THE CONTRACTOR SHALL PLACE SAND OR SCREENING UNDERNEATH THE STORED SOIL. G.PERFORM DAILY WORK FROM DOWNSTREAM TO UPSTREAM, AND IN ACCORDANCE WITH THE PLANS. H.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL HAVE TEMPORARY EROSION CONTROL MEASURES PLACED AND TWO-WAY TRAFFIC SHOULD BE ABLE TO FLOW THROUGH THE DISTURBED AREAS. 1. PROVIDE GROUND STABILIZATION AS REQUIRED IN NOTE 12 FROM EROSION CONTROL FOR DISTURBED AREAS. SEE SHEET P-01 FOR SEEDING SCHEDULE. J.ALL SEEDED AREAS SHALL BE FERTILIZED RESEEDED AND MULCHED AS NECESSARY ACCORDING TO THE SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATION COVER. K.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL, AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO LOCATION OFFSITE. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD. L.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE. SILT FENCE MAY BE REMOVED AND REUSED UPON APPROVAL OF THE INSPECTOR. M.PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF WORK AREA IN ACCORDANCE WITH THE PLAN DETAILS AND SPECIFICATIONS. SEE SHEET E-01 FOR SEEDING SCHEDULE. PHASE 2 - ROADWAY IMPROVEMENTS ALONG INTERURBAN, WESTSTONE, RANCH, AND CHANNEL IMPROVEMENTS ALONG WESTRIDGE BRANCH STEP 1 REPLACEMENT OF STORMWATER SYSTEM CONSISTING OF PIPES AND CATCHBASINS AT INTERURBAN AVENUE, REPLACEMENT OF CURB AND GUTTER, ROAD REPAVEMENT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 1, STEP 6 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 2 REPLACEMENT OF STORMWATER SYSTEM CONSISTING OF PIPES AND CATCHBASINS AT WESTSTONE DRIVE, REPLACEMENT OF CURB AND GUTTER, ROAD REPAVEMENT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 2, STEP 1 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 3 WESTRIDGE BRANCH CHANNEL ENHANCEMENT WORK STARTING AT DOWNSTREAM END OF WESTSTONE DRIVE CULVERT IN DOWNSTREAM DIRECTION TO UPSTREAM END OF RANCH ROAD PIPE SYSTEM. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 2, STEP 2 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. STEP 4 REPLACEMENT OF CATCHBASINS AT RANCH ROAD, INSTALLATION OF CURB AND GUTTER AT RANCH ROAD AND RIDGEVALLEY DRIVE. CONSTRUCTION OF HEADWALL AND RETAINING WALL AT THE UPSTREAM END OF THE EXISTING CULVERT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 2, STEP 3 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 5 WESTRIDGE BRANCH CHANNEL ENHANCEMENT WORK STARTING AT DOWNSTREAM END OF RANCH ROAD SYSTEM IN DOWNSTREAM DIRECTION TO UPSTREAM END OF WESTRIDGE DRIVE CULVERT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 2, STEP 3 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. PHASE 3 - ROADWAY IMPROVEMENTS ALONG WILLARD, WESTCLIFF, AND MARBLE, AND CHANNEL IMPROVEMENTS ALONG WESTRIDGE TRIBUTARY D AND WESTRIDGE BRANCH STEP 1 REPLACEMENT OF STORMWATER SYSTEM CONSISTING OF PIPES AND CATCHBASINS AT WILLARD STREET, REPLACEMENT OF CURB AND GUTTER, ROAD REPAVEMENT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 2, STEP 5 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 2 WESTRIDGE TRIBUTARY D CHANNEL STABILIZATION WORK STARTING AT DOWNSTREAM END OF WILLARD STREET TO UPSTREAM HEADWALL OF WESTCLIFF DRIVE STORMWATER SYSTEM. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 3, STEP 1 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. STEP 3 ROADWAY IMPROVEMENTS ALONG WILLARD STREET FROM INTERURBAN TO BRADFORD. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 3, STEP 2 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 4 REPLACEMENT OF STORMWATER SYSTEM CONSISTING OF PIPES AND CATCHBASINS AT WESTCLIFF DRIVE, REPLACEMENT OF CURB AND GUTTER, ROAD REPAVEMENT. WORK TERMINATES AT CONFLUENCE WITH WESTRIDGE BRANCH. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 3, STEP 3 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 5 ROADWAY AND WATERLINE IMPROVEMENTS ALONG MARBLE FROM WESTRIDGE BRANCH TO HOVIS ROAD. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 3, STEP 4 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 6 REPLACEMENT OF STORMWATER SYSTEM, IN THE VICINITY OF MARBLE STREET CULVERT, CONSISTING OF PIPES AND CATCHBASINS. REPLACEMENT OF CURB AND GUTTER AND ROAD PAVEMENT. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 3, STEP 5 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 7 WESTRIDGE BRANCH CHANNEL STABILIZATION WORK STARTING UPSTREAM OF MARBLE STREET CONTINUING DOWNSTREAM TO INTERURBAN AVENUE. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 3, STEP 6 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. PHASE 4 - CHANNEL IMPROVEMENTS ALONG ALLENBROOK BRANCH STEP 1 ALLENBROOK BRANCH CHANNEL RESTORATION WORK FROM ALLENBROOK CULVERT WORKING DOWNSTREAM TO CONFLUENCE WITH PAW CREEK. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 1, AND SHALL BE INITIATED ONCE PHASE 3, STEP 7 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. B.THE RESHAPING, CONSTRUCTION AND GRADING OF BANKS AND CHANNEL STRUCTURES SHALL BE LIMITED IN EXTENT EACH DAY TO THE LENGTH THAT CAN BE STABILIZED BY THE END OF THAT SAME WORK DAY. C.AT THE END OF EACH WORK DAY, THE DISTURBED AREA WILL BE STABILIZED WITH TEMPORARY MATTING AND ANY OTHER MEASURES NECESSARY TO MAINTAIN STABILITY OVERNIGHT. PHASE 5 - ROADWAY IMPROVEMENTS ALONG MONTCALM, SARATOGA, BROWNS, BRADFORD AND WILLARD, AND WATERLINE IMPROVEMENTS ALONG BROWNS AVENUE. STEP 1 ROADWAY IMPROVEMENTS ALONG MONTCALM STREET, SARATOGA DRIVE, AND BROWNS AVENUE, AND WATERLINE IMPROVEMENTS ALONG BROWNS AVENUE. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 3, STEP 7 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 2 ROADWAY IMPROVEMENTS ALONG BRADFORD DRIVE FROM SOUTH OF WILLARD STREET TO SOUTH OF NORTH AVENUE. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 5, STEP 1 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. STEP 3 ROADWAY IMPROVEMENTS ALONG BRADFORD DRIVE FROM NORTH OF WILLARD STREET TO HOVIS ROAD. A.PROCEDURES SHALL BE SIMILAR TO PHASE 1, STEP 7, AND SHALL BE INITIATED ONCE PHASE 5, STEP 2 IS COMPLETED AND ACCEPTED BY THE INSPECTOR. IMPROVEMENTS FOR THIS REACH SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. EEO 0 ol I 1 Z Z < < - U .Cn w LJ z: z %i -o �� .6 ��" 0, lggz r 2 0,6 ts .s .-d & 0 -2 .:3 c 's - uj .5.61 cc -d 4 �mw 9. gqo 60. A � Zd qu rc 0 V) m r'l t4 0 cn L) w = 0 z 0 Lo 0 >_ 0 0) r-) w W M 0 w m 0 1� w 40) 10" ELM 10" :ELM CONSTRUCT ROCK: ��M MIN. 2' HIGH�'. � TO BE,,, 1 NN FIELD LOCATEP: 1 b QAK 8" IR'ON,, vyyuy 00 20" POPLAR r CE CE \ 'Z CE CE CE E Cc Cc \ \ 05706110 CE 6 - Charlotte Board of Education Cc DB 25051PG 217 Cf Cc 14JO Allenbrook Dr. CE 28" POPL U) Charlotte, NC 28208 PROPOSE OD cc TOP OF PROPOSED Cc cc ce BANKFULL (TYP) C CHANINEL TOE CE 0 (TyP) CE 2B" POPe CE GE 21;' SW' EETGUM ELEV.= 6 7.84 C 0 N= 5552 .6075 '0 0 E= 14281 .84 ii B., TIJ 00 x Q I - � __� � _ . Q PROPOSED CHECK DAM POPLAR .4 26" -7117" GUM z O'D (SEE SHEET D1) 0 15" SWEETGUM 9 EETGUM 19" POPLAR 22" POPLAR O� 8;" 0 0 PROPOSED AK 17" ASH CHANNEL CENTIE'RLINE B 15" TW 14"'MAPLE 0 15" MAP 'Juv 0 0 0 D 2" OAK 0 16 00 8" MAPL SWEE LOD -LOD 8" OAK OAK `7 �LOD- 7" SWEETGUM 12"� "Q 12" POPLAR —LO'D0- 0 -Z 10" MAPI 3C� SWEETGUM 0 12"rrOPLAR 6" MAPLE 1B" OAK .1111, 1-1 /11�z_ :.,., -C & 20" S ;UM --r- C C 17"-T�A C C C --- zv m8t�L�_ 0 1 V 8 32 POPLAR 14 POP-, r 15" MAPLE, C11 UO' SSE 0 _4R z 10" MA LCE . . .. .. ..... A K 011 S OOD- 3WEETGUM 0 cc, MAPLE 0 LO LO LLJ z __j r C) ------------------------- W LNZ r -M7 LE LLJ A T I i i 1:�; 11_ '., 1 18" SWEETGUM ___77 A Z',�s - "I": -- —.. _ , I " 11 I V) F 1S- f F::— SSE 0 F . ..... ..... SSE LU s OF", 8" OAK F— 1 1 s OPLAR 8" OAK 16" POPLAR ..... ..... SSE SSE co DsCHANNEt-PUJG AK ss ss --ss 0' SSE (TYP) (SEE SHEET DO) ss SSE SSE ss SSE ELEV = 688 33 SSE 0 --ii�-_', ��_�5i. 1751 Ss ss SSE SYCAMORE E=' 1428-087-.0501 ss ss --- I -- SSE ELEV. SSE --------- - ----- SSV\ = 555208.8107 ELEV.= 689.33 B" MAPLE 05706102 OD SSE SSE L -o-\ E= 1428210.6864 N= 555180.2750 E= 14284n7n7ggA SSE Jimmie D Allen and L 2" LN LOD 22 POPLAR Margaret B Allen 3 OD Ift LOD rj 0 LOD LOD C/) DB 50901PG 978 24" AS YCAMORE Freedom Dr. Charlotte, NC 28208 0 10 MAPLE 'L')j 11" OAKQ) 8" MAPLE 8" OAK cc C0 /20" TWIN 9" MAPLE 0 14" POPLAR LNUT ��20" POPLAR MAPLE 0 CE POPLAR 15" POPLAR 5" POPLAR 06.0. �"_pOPLAR 0 14" POPLAR 1514 Allenbrook Dr. Charlotte, NC 28208 Z _)7 A :12" TWIN so (.P 0 28" POPL GE 0 1.�" MAPLE' 17" ��j 6 - *oil ** 114% _j < lu) L'i ty', V) Q C) %V /V L) z ON mv L1 110 ;, 4 ZO aw rl� d C, r =gcq 01 .%LU CU Uj 3 Cq U Eli .0 3 z 0 d z EEO 7:1 0 b 04 M 41 C*4 U U) U EL LO 0 d 1 4 0) = 0 + C C 4� 0 C _0� o 4? NOTES: 1 . CONTRACTOR TO PUMP CULVERT WORK AREA TO STILLING BASIN AFTER EACH RAIN. SIZE STILLING BASIN FOR WORK AREA. 2. CONTRACTOR TO ADJUST IMPERVIOUS DIKES TO MAINTAIN SEPARATION BETWEEN WORK AREA AND STREAM BYPASS. MAIN CHANNEL CONSTRUCTION SEQUENCE FOR EROSION CONTROL 1. ESTABLISH DETOUR AND CLOSE ROAD. 2. INSTALL IMPERVIOUS DIKES ACROSS STREAM, BYPASS PUMP STREAM FLOW, REMOVE EXISTING CULVERT, SECURE OTHER UTI LITI ES. 3. CONSTRUCT STILLING BASIN, USE FOR PUMPING WORK AREA. 4. INSTALL IMPERVIOUS DIKES SHOWN ON PLAN TO ALLOW GRAVITY FLOW BYPASS CHANNEL, INSTALL LOW FLOW CULVERT. 5. RE—ARRANGE IMPERVIOUS DIKES TO DIVERT STREAM FLOW THROUGH LOW FLOW CULVERT, INSTALL REMAINING CULVERT. 6. COMPLETE HEADWALL AND OTHER John H Calhoun and �Z_j_ \ r--- 057062,31 zj_A�, Elizabeth W Calhoun C' APPURTENANCES. Z/( DB 29671PG J18U4 cl, _L 057062J2 1413 Grovewood Dr. William Edward Smith Jr Charlotte, NC 28208 05706230 DB 37401PG 801 Pamela D Helms 1419 Grovewood Dr. -1,7 - 7 DB 12JI71PG 829 PRoposEb RiPRAP Charlotte, NC 28208 \1401 Grovewood Dr. APRON (SEE SHEET Dj) r/ Charlotte, NC 28208 057062,33 DISCHARGE DATA e D Thacker Alic 41j , - / -010 = 316 cfs. _J DB 70771PG 4,17 \_d1O = 4.69 FT. _j 057062J4 1425 Grovewoo'& Lr. I : __j Pony NovGsy Charlotte, NC 28208' RIPRAP APRON DB 116231PG 302 LENGTH = 23 FT. 14JI Grovewood Dr. WIDTH = 25 FT. . ..... ... . . ..... .. . Charlotte, NC 28208 THICKNESS = 1.4 FT. MA z 'IcI50 = 0.6 FT. e z z dmax 0.9 FT. 29 WEETGUM INSTALL CL. 16 ", el 7 1-i I RIPRAP 18" THICK e PROPOSED TOP OF 6 PEAR LOW FLOW CHANNEL V ELEV.= 707. 5 234'0 21" SWEETGUM E= 1429696.45 77 PROPOSED TO r 27"-P OF 13AN K (TYP) PROPOSED SpE CHANNEL CENTERLINE 14" OAK GWOOD (TYP) DE HI C 'A 11" OAK P� X—X 9- OAK c .06 INLET PROTECTION (TYP) 0 _c -- -- --------------- c (SEE SHEET D1) LL AK c 35" SYCAMORE T 20- A rn M-AJM -SYCAMORE CA 0 _b; 0 -------------- ..... . .. . . ..... y S 3 /P0' S S_ AJ_SS,_ mmb 0 0 C) 7177171, A. 24' CRAPE MYRTLE 4" CRA RTLE SDr---, 22" PINE CHERR OL)r CLUSTER CLUSTER 5" & 6" TWI*--,) 9" MAPLEO BRAD. PEAR 24" CRAPE MYRTLE e L CLUSTER 0 CRAPE MYRTLE 9 ELEV.= 704.03 s )30'CANOPY N= 555208.9609 A Ste E= 1429454.0715 : V� DB 2 1.W 61PG��_ 7 otte, M,"2820B 103 . .. ..... . 4800 westrj4<e Dr C A 05705624 Sam South 05706226 05706225 - faiib'sh-G—V Williams 05706227 Gloria 8 Dalton DB 261541k�'- tJ5-,-. 01,jorles L Johnson and 05706228 �>A DB 11,3481PG 158 DB 79491PG 509 wife�, Beverly M Johnson Brinder A White 4740 �Yestridge Dr Charlotte, l, 4822 Westridge Dr DB 167,311PG 947 4826 Westridqo- Dr Charlotte, NC 28208 58 65851PG 177 Charlotte, NC 28208 2 /A N 4816 Westrid�e Dr Charlotte, NC 2820 A 4810 Westridge Dr Charlotte,, 8208 IrIr 1A __j n < — V) U "o gz S d at., z Me 0 0 0 C14 -1 IM C*4 W 7- c/) LO 0 0 d 0 CID U C C r) 04 W-1 C) U C) C) cf) . . . . ..... ...... L -j TEMPORARY CONSTRUC11ON X 0570562J- Loudale Lee Redding DB 58491PG J6 1 /7" M A: IP I F lL3.3L3 (,rnvt-wnnrl I)r- UL�f ZZJD//f--C, '-10 1 ' 4734 Westridge Dr. -4'X2---VV6,, -Dr-Ch-arlotte, tridgre, NO 282108 Chorlott6' NC 28208 ELEV.= 710,4" N= 555,26 . 3386 n2ll L -j �7 7-1-1-7 7 7-1-1-7 7-1-1-7 7-1-1-71, Al J'f U& b 72-5/PC; 12�'& �77 77, - 28208 4" 71 722 Wels.tridge Dr Chorlotte, NC . . ..... ..... .... . . ..... . ...... ... ---77 ELEV = 713.36 77 N= �55,2846981 ZZ -Z)" "A . ... ..... E= 1,429,906.2039A —x I —�F7771-71�771—x— F - - - - - - - - - - - - - - - r -I-rr77-1-r1r7, -1-rr777 r77 A L L �8 228461PG 18.4 4710 West idge Dr Chorlotte, NC 05705628 Patricia 5 Wallace ... ... . - - ----- DB 32,381PG 75, 4716 Westridge Dr_,Charldite, NC 28208 30 05705619 John Horold CGlhoun DB 2,39641PG 884 1315 Grovewood Dr. -Chorlotte, NC 28208 057056,30 Zp1mG R Roscoe DB-�'39J91PG 5J,3 4700 Westridge Dr Charlotte, NC 28208 �-D 0-) 0 0 79'&AK loci I JU61111181"', 'F" 0 t %� S z -i ro 0. 0 S � ":11 *0 : C) -.Ln < �-D z I I t -.W LiJ , Cn Q 0 % 9 zo Ci :3 L.U, 1 LU fj 2� 2 0 IL ui 9� OR R .0 1 9! ft ab V EMIR C) b C14 -1 m W C/) LO 0 0 d 1 Z CY) 0 I r - Co 0. + 0 LTJ -- .1 '11�/ 1911, ELEV.= 720:95 Ni= 556288.0580 E= 1430558.71�98 N _77 6" & 7" TWI 1777771 05705608 0 27" OAK SWEETGUM Mary A Freeman OAK�' DB 82211PG 545 2 44 1121 Grovewood Dr. e 2" POPLAR rr' Charlotte, NO 28208 POPLAR,, 22" 12" SWE 6U1 705610 BELCH ��Jl 2" SWE 057056.14 . .... ..... 05705609 -05, Dana F Gron 9" OAK ffij E Ca'rter-- and Eksupor ongsr1-,._.__., DelorG orter 0_ X 0 IPG 498 C C D/PG 408 DB 14657 _/-Z Z-/-/- Z-/-/- D8 2241 v 033 Grdvewood Dr. DR, 48,381PG' 712 1127 Grovewood Dr. '14" HICKORY 11,39 Gro ve wo Dr. Charlotte, NO 28208 05705649�� Qd- "Charlotte, NO 28208 '12" OAK ar/otte- N- . ..... .. . ..... K Ni and' C-28208 ..... ..... Ngh�i6p DB 2065�61PG 74 BEECH' 016 B., Bramble PT . .. . . ..... . ..... . ..... ... Votte, Chai NC .._SWEE_TGUM 28208 .... .... ..... . ..... ..... ..... ..... . ..... ... .. -771 7 77 J2" OAK 15" OAK 1B" OAK _47,-, K A . _ - \ ", �2 ..... . . . ..... OAK 0 &AK" 4" �CHERR Y 4 F 0 -15" RCP PROPOSED TOP 0 v OUT 713.53 8" _BEECH X, LOW FLOW CHANNEL 8"� OA1K. 8" OAK- 3' WILLOW� 11" SWEETGUMi�, (Typ) " - I 1-v _1 15" OAK sn E p 15"" OAK - IT, d I., 1., 1. -1 11 I'll 4c 17" TWIN PROPO E ---- - . ..... ..... ..... ..... .... ..... . 2" OAK_ H I C KIQR�', D� CHANNEL_.CENTE _Z� _/Z -Z 0 R' INE� o (IYFi) c_ c zz HUIALAX R 20" POPL'A e - +COO 20" POPLA AR :7 7�,J- A 1 CED 4 R -1 (IL)7- �R .4j C 0 16" POPLA L-'-) U 30d 16" POPLAR 14" SWi&GUM 05705648 :�o 16 S`WEETGUM 2 PINE .0 p ik c c 15" OAX Gary D. Waters and F E '�*fe, Mona M. Waters DB 94091PG 982 .... ..... .. . ..... .... ... C) c 1020 Bramble P1 -CH rL SSE Charlotte, N(; 28208 16" A0 E 2 BEECH r) MAPLE IF v 716. K 48 PQE . .... . 6" DOGWOOD, t 1 4= 5 064, 56 - 0548 ss 1 51 S- ,15 14" MAPLE 6 PY sc MA LE CRAPE MYRTLE . . .... 6" W111- I 1 :24" MA CANO 441 _7� ...... Ss 0 __,_12" PEAR VKUVLX:RLIJ I UL Ut.-,,,, S El 0 PROPOSED FLodbp-LA F1 r �, IN LOW FLOW -C ANkEL (TYP) OPY' Lr) SSE 28" OAK 0 BENCH ..(TYP) _,,Z25' LCAN Lf) SSE CRAPE MYRTLE , - C RI SSE �O�'WALNO� �3 cid ELEV.= 716.91 0 N= 555934.0055 SS 8" CHERRY Lf) 30 B RCP E= 1430488.1361 O� EECH 0 - 4525 Westridge� Dr A- rr, . ... ..... ..... . . . ..... ..... ..... ..... ''Charlotte NO ty M Ho @9" ASH mby' DB I . ...... .. 12" POPLAR BRAMBLE PLACE 28,90 8 PER51MMQN '63 7956,39- 9 05705647 ...Cearic Faison onal-,-,- 10' CANOPY --A Rhonda Foison. MYRTLE 057056,39 u') 15',' BELCH'. Caroline C HoyWood D8 227621PG 564 A- 0 Lamont Roine and U) Sw 71-1-1 24 Keisho Roine DB 63831PO 623 4526 Westridge_Dr 1019 Bramble P1 Charlotte, NO DB 178181PG 165 Charlotte, NO 0 28208 4512 Westridge Dr 24":POPLAR 28208,� NO Charlotte, U') 28208 U) Ln rl 1�0' CAN'bPy �A , 19", POPLAR 18 -POPLAR r) '4� CRAPE_MYRTLEn I -A / --, 4? :0 _j I-) < < -c Z: V) LLJ (0 cf) — Q .0 00 z Ow r (S z 5 ci -..:o OR J g Lj wo q Ld c -p -C 2! 2 a. 3 z 0 En d z Ila 0 0 w N 00 C) m C) C,4 u U) u u LO 0 >. >. 0 d Q C.D 0 0 0 00 + u u + 0 C40) cn LTJ 0570, 5 John Hor alhoun D 8 22,33 9 PG 884 I 1,3515 ewood Dr, 1\1C 0 Charl IVC 28208, DISCHARGE DATA Q1 0 = 157 cfs. dl 0 = 3.61 FT. RIPRAP APRON '�ILENGTH = 25 FT. WIDTH = 18 FT. ,,THICKNESS = 0.9 FT 'd50 = 0.4 FT. dmax = 0.6 FT. Uj 0 4f— ,:-5; Ld z _j C) Charlotte,' NC 28208 N 1�j 05704701 — - ---------------- �hirley C Chisholm and 05704702 05704703 05704704 PLANTER�, "Deb—orGh A Chisholm Regina Smith Brenda I Ferrell — Diraddo Jeanette B Hurley DB 8_T4,r�74� 236 DB 88761PG 449 D8 748231PG 5 D8 204681PG 257 'ASPI'YALT DRIVE 18"'DAK 4456 Ridgevalley Dr 1231 Ronch_A1dy_____ Charlotte, NC 28208 4448 Ridgevolley Dr 4440 Ridgevolley Dr 18"� OAK INLET FROTECTIOWhor/otte, NC. 28208 0 (TYO) (SEE SHEET D1) 39" OAK Charlotte, NC 28208 Charlotte, NC 28208 �u w 0 NOTES: 1 . CONTRACTOR TO PUMP CULVERT WORK AREA TO STILLING BASIN AFTER EACH RAIN. SIZE STILLING BASIN FOR WORK AREA. 2. CONTRACTOR TO ADJUST IMPERVIOUS DIKES TO MAINTAIN SEPARATION BETWEEN WORK AREA AND STREAM BYPASS. MAIN CHANNEL CONSTRUCTION SEQUENCE FOR EROSION CONTROL w 0 E ------- V w OE W — ----- ............ ............ ............................. W W WATERLINE . ..... ......... ...... . OE -------- LU — — — — — — — — — — — — — — — — — W OL O�— — — — — — — — — — — — — — — — — — — — — — — - ON t W WM �Llu co ck s§ — — — — — — OE ------------- ... — — — - — — — — — — — — — — — — W FE SS SS — — — — — — — — — — OE C) SS ------ I__ Z —LOE) OE --------- co W F LLJ SS OE --------- -------- -------- SS —Eef) W —INSTALL CL. I J ss OE W —1:::: SS — — — — — — — — — -- fz RIDGEVALLEY DR. OE RIPRAP, SS & 18" THICK 1 44 = � =��= — — OE POINT- B" HICKORY, 3. 1 1 9 7a18 3 . 775 % w 1 2 3 4 5 6 ESTABLISH DETOUR AND CLOSE ROAD. INSTALL IMPERVIOUS DIKES ACROSS STREAM, BYPASS PUMP STREAM FLOW, REMOVE EXISTING CULVERT, SECURE OTHER UTI LITI ES. CONSTRUCT STILLING BASIN, USE FOR PUMPING WORK AREA. INSTALL IMPERVIOUS DIKES SHOWN ON PLAN TO ALLOW GRAVITY FLOW BYPASS CHANNEL, INSTALL LOW FLOW CULVERT. RE -ARRANGE IMPERVIOUS DIKES TO DIVERT STREAM FLOW THROUGH LOW FLOW CULVERT, INSTALL REMAINING CULVERT. COMPLETE HEADWALL AND OTHER APPURTENANCES. REMOVE STILLING BASIN . BACKFILLING IS COMPLETE. CONTROL POINT ELEV.= 715.21 05 Ss, N= 555258.4344 HI SS 0) E= 1430571.4387 ss 26" BOXELDER SE SS IVA, 2' SWEETGUM. NI/ I VV SE Of N co X 05704621 SPL J& N \14 05704622 05704620 Tailor Cil Mup and Winston Churchill Dunbar and _w co Helena Duncan Richard C Irvin and 057_D�t6� Daniel Dogout Patricia 0 Irvin Francis L Pendergrcs�_Jran w —A L_ DB 75JOIPG 182 DB 70051PG 4JO DRIVE 1301 Ranch Rd 446J Ridgevalley Dr DB 292BIPG 251 Wanda M Pendergrass K Charlotte, NC 28208 DB 52941PG 566 L 4455 Ridgevalley Dr s7 'i harlotte, NC 28208 Charlotte, NC 28208 4447 Ridgevolley Dr Charlotte, NC 28208 85 1 b- 1=0 *cis 10% --j �2 < Q0 V) - Q .......... w00\0 z r 0 0 z z L0 Ld z _j C) Charlotte,' NC 28208 N 1�j 05704701 — - ---------------- �hirley C Chisholm and 05704702 05704703 05704704 PLANTER�, "Deb—orGh A Chisholm Regina Smith Brenda I Ferrell — Diraddo Jeanette B Hurley DB 8_T4,r�74� 236 DB 88761PG 449 D8 748231PG 5 D8 204681PG 257 'ASPI'YALT DRIVE 18"'DAK 4456 Ridgevalley Dr 1231 Ronch_A1dy_____ Charlotte, NC 28208 4448 Ridgevolley Dr 4440 Ridgevolley Dr 18"� OAK INLET FROTECTIOWhor/otte, NC. 28208 0 (TYO) (SEE SHEET D1) 39" OAK Charlotte, NC 28208 Charlotte, NC 28208 �u w 0 NOTES: 1 . CONTRACTOR TO PUMP CULVERT WORK AREA TO STILLING BASIN AFTER EACH RAIN. SIZE STILLING BASIN FOR WORK AREA. 2. CONTRACTOR TO ADJUST IMPERVIOUS DIKES TO MAINTAIN SEPARATION BETWEEN WORK AREA AND STREAM BYPASS. MAIN CHANNEL CONSTRUCTION SEQUENCE FOR EROSION CONTROL w 0 E ------- V w OE W — ----- ............ ............ ............................. W W WATERLINE . ..... ......... ...... . OE -------- LU — — — — — — — — — — — — — — — — — W OL O�— — — — — — — — — — — — — — — — — — — — — — — - ON t W WM �Llu co ck s§ — — — — — — OE ------------- ... — — — - — — — — — — — — — — — — W FE SS SS — — — — — — — — — — OE C) SS ------ I__ Z —LOE) OE --------- co W F LLJ SS OE --------- -------- -------- SS —Eef) W —INSTALL CL. I J ss OE W —1:::: SS — — — — — — — — — -- fz RIDGEVALLEY DR. OE RIPRAP, SS & 18" THICK 1 44 = � =��= — — OE POINT- B" HICKORY, 3. 1 1 9 7a18 3 . 775 % w 1 2 3 4 5 6 ESTABLISH DETOUR AND CLOSE ROAD. INSTALL IMPERVIOUS DIKES ACROSS STREAM, BYPASS PUMP STREAM FLOW, REMOVE EXISTING CULVERT, SECURE OTHER UTI LITI ES. CONSTRUCT STILLING BASIN, USE FOR PUMPING WORK AREA. INSTALL IMPERVIOUS DIKES SHOWN ON PLAN TO ALLOW GRAVITY FLOW BYPASS CHANNEL, INSTALL LOW FLOW CULVERT. RE -ARRANGE IMPERVIOUS DIKES TO DIVERT STREAM FLOW THROUGH LOW FLOW CULVERT, INSTALL REMAINING CULVERT. COMPLETE HEADWALL AND OTHER APPURTENANCES. REMOVE STILLING BASIN . BACKFILLING IS COMPLETE. CONTROL POINT ELEV.= 715.21 05 Ss, N= 555258.4344 HI SS 0) E= 1430571.4387 ss 26" BOXELDER SE SS IVA, 2' SWEETGUM. NI/ I VV SE Of N co X 05704621 SPL J& N \14 05704622 05704620 Tailor Cil Mup and Winston Churchill Dunbar and _w co Helena Duncan Richard C Irvin and 057_D�t6� Daniel Dogout Patricia 0 Irvin Francis L Pendergrcs�_Jran w —A L_ DB 75JOIPG 182 DB 70051PG 4JO DRIVE 1301 Ranch Rd 446J Ridgevalley Dr DB 292BIPG 251 Wanda M Pendergrass K Charlotte, NC 28208 DB 52941PG 566 L 4455 Ridgevalley Dr s7 'i harlotte, NC 28208 Charlotte, NC 28208 4447 Ridgevolley Dr Charlotte, NC 28208 85 1 b- 1=0 *cis 10% --j �2 < Q0 V) - Q .......... w00\0 z r ZO 0 C =f ca z ft - am. Ift 0 0 0 C14 w M 04 C/) C:) LO >_ >. 0 d 0 0 r 0� C 6 Cf) -2 06,309152 Timothy G. Bisnet and (�)wife, Kathryn M Bisnet DB 2,35711PG 45 7-1-77777777, 17 777 7 777 7 -�—/j 06,309104 1308 Interurban Ave. A Noblett Investment Company, Charlotte, NC 28208 LLC DB 244061PG 874 I , - --\ /I < 1621 Weststone Dr. 20" S EETGUM -' -:�: % 16?" MAGNOLIA PROPQ ED RIP�AP Charlotte, NC 28208 LO C�- APRON (SEE SHEET Qj) SS TO� OF M IN DISCHARGE DATA A, /f7" SWEETGUM Fn CHMNEL Q1 0 = 157 cfs. N 0 IIIiPROVEMENTS d10 = 3.00 FT. C POINT 10" SWEETGUM IN THIS AREA INSTALL CL. I RIPRAP, A, RIPRAP APRON 0 ZZZzIENGTH = 25 FT. 18" THICK 15" SWEETGUM 51" HICKORY WIDTH = 20 FT. . DE— SDE SDE— SDE S DE SDE DE— THICKNESS = 0.9 FT. x X x d50 = 0.4 FT. x dmax 0.6 FT. ;DE— SDE— SD z LLJ CONTROL POINT 40" CA ELEV.= 723.61 9" .,DOGWOOD., N� 554943.0485 1 e . ..... -E-= 14-31545,641-� �- - - ---- . .... �720 I X— . .... 'A ..... ..... CE . . ... ..... T 77o— f PDE I T— . . . ... ..... ..... ..... ..... ..... ..... ..... ..... 12 72�0 J . ...... ... ... ..... ..... 0 Y, X, ..... ..... ..... ..... ..... -777-77— ..... ..... ..... . ..... ..... ... J < --A SDE SD SDE SDE SDE SDE— x D . . ... ..... .. . . ..... SDE - 720 SD' ME SDE SDE . ..... SDE SDE X < 141� 1> x cp X z 7t' 7 77 7 7 77 7 7 7 7 7/ 7 7 7 < SOS 11 G) PDE 18" HICKORY M E "." 1.11 1 K ce -.1 F - MOOPOSED Y, - — $DE— Sof x 4, + E SDE ------- - 7 SDF 0 V ... I BANKFULL (TyP) S, cr ----7- 8" HICKORY LU 0 SDE— S" E 0 0 X z LOD e 06309151 Ul) Kimberl ELEV.= 733.91 y A. Kilic and I Robert J. Andress, // and Gloria Andress L/ Z-/-/-/- z _N=- 5�4806.4100� V - E- 1431676.2142 CONTROL PIT - DB 117,361PG 76 ELE 1,314 Interurban A ve. 0 N= V�;4970277'005871 x E= 143141/.2856 —Charlotte, NC 28208 . . . ..... .. z zy-/ z Z, 2� S EE 40" OAK 06309105 06309421 Joecephus Patterson and Cornell A�cBrioe wife, Carolyn Patterson DB 81391PG 592 DB 181291PG 658 1,301 Thriftwood Dr 1701 Weststone Dr. Charlotte, NC 28208 V717 -1-,777—I-). Charlotte, NC 28208 Lj U 7. —j '2' 2. O-St-� z 9 a 0 1 z S now. ci ;.m Wj 0 ad Ld ce "M Ld Im 0 H c 0 ad 2i z 0 E 6 E- d z V 0 C) b 04 M C*4 U U) U C) rz U LO 0 0 d 1 cy, 0 0 0 0 0 Ili . . I I I I I N' ' ' ' I " / I/ 2 N 06309418 Willie Hezekich Wri 06JO9416 06JO9419 Betty H Ridings Harry L Johnson and Sondra Genneece N 06JO9417 N 06309415 N DB 53491PG 524 K Diane L Boucom DB 42,341PG 673 1�,bl F Paul ,d Raymond P,,N Maggie G Johnson DB 99651PG 978 NI 4215 Westcliff Dr DE 112111PG 663 4227 Westcliff Dr Charlotte, NC 28208 DB 2266JIPG457 C72 Charlotte NC 28208 4221 Westcliff Dr 4209 Westcliff Dr \14 N 42JJ Westcliff Dr 1� 06309414 Charlotte, NC 282011 JN_ Charlotte, NC 28208 1 John StGley 0630941 IN Charlotte, NC 28208 DB 149091PG 688 N Doris A. F( 4201 Westcliff Dr N1 DB J6231PC �x N Charlotte, NC 28208 4141 Westch 15" MAPLE Charlotte, NC TOE OF MAIN CHANNEL ELE 737.83 60 L --- 0 N= I I 11T 432009A�20`_ L(D INEL� 06JO9420 Qs L___j 113" MAP M Leroy Thomason, Jr. and 267- MAPLE L wif6,' -Susan Gregory Thomason �.K ... ..... .. L . . . . . . . oka Susic� Gregory Thomason I "o HICKORY R\ - � 1-11 .1 MAPLE" DB 8724/eG 89 42J9 Westcliff,Dr F b b - - \1A A- 1 1111 u AWLI Chorlotte, ivc. zeJ208 _j �L4 tj 1 T� ELE'V.'-'737.84 N= 554643.0664 C Dul 0 F- . .... ... .. ..... ..... -A-X ----- -- --- 1432091.0001 UL) F F C -Coll— .... ..... ..... . C ZZ 0 F C C . ..... ..... ..... ..... Z 79 C tr ..... ..... Y 26 C E .9 \11 . .... ... . .. .. ... . .. ... . . .... 12 ETETC-K ...... .. W ... . . ..... R DID s . .... ..... .... 77— C r 8 F A (`*v A got 187 _'7 . ..... 100�1, �K_ORY "F 0 ----MAPL ------------ - SIDE L .. . ...... 7 -0 0113� �11!� . .1 - - . . ..... . ... ..... . . ..... Z. -PROPOSED RIPRAP . . . .... ..... ..... ... E ''I .. - ' I., I - I., - �;� - 1� _C) INSTALL APRON (SEE SHEET PEACH ut�y '0 CL I RIPRAP, 18- THICK HICKOR�' 44J C, DISCHARGE DATA 10" HI L CKOR Q1 0 = 83 cfs. APPLE 5" dl 0 = 2.28 FT. PROPOSED W6,,LNUT I., - ", x "LE —X—X P X . ... ...... X—X—X— CLASS B RIPRAP APRON RIPRAP APRON 'X PEAR TO TOE OF CHANNEL XX511 12 73 LENGTH = 14 FT. . . ..... 0 WIDTH = 14 FT. THICKNESS = 0.9 FT. SEE SHEET EC10 . ..... ..... ..... ..... ..... ..... ..... FIG TREE . .... .. d50 = 0.4 FT. FOR ACCESS FROM CLUSTER' -...-,-dmax 0.6 FT. THRIFrWOOD DRIVE 1011 ICKORY x x e 7- - I., / A" �Al . A I �,A,,' - - - 11 A, A, .. ..... .... .... ..... ..... ..... . .. . .. . .... ..... A 06,�3094 1 06,309425 06309426 06309422 Ronald Charles O�erbeck and 06,309424 Wright McKenzie and Joyce R. Himsl Cynthia Appling Alice S Ove0eck Louise R Blake Shirley DB 220J41PG 981 DB 171141PG 161 DB 34671PG� 319 DB 22141PG 525 DB 22031PG 54 1JJ5 Thriftwood Dr. 1JI I Thriftwood Dr 1,315 Thriftwood Dr 1,321 Thriftwood Dr 1,329 Thriftwood Dr Charlotte, NC 28208 Charlotte, NC 28208 Charlotte, NC 28208 Charlotte, NC 28208 Charlotte, NC 28208 06309410 N PGMe/G Wood Jordan and 06309412 Ester Elsie Gardener and Deborah F Wood 06,309411 N, N, Anthony Melito N N ThomGs J Bronsink and DB 21911PG 197 '�i DB 207061PG 78J N Lois M Bronsink 4 123 Westcliff Dr 41J5 Westcliff Dr. N DB 81111PG 45 N, Charlotte, NC 28208 LL L 83 (b Charlotte, NC 28208 N 4129 Westcliff Dr 06309407 Q) 3V,O K MorceIG DGImGsso N= 554505.1004 John Dme r' Sims DB 209941pc _L4Z_ Charlotte, NC 28208 Ramon Dolmosso and ... ..... .... IN \1 66�309409 . . ..... ... . ..... ..... A ELEV.- 742.07 E= 1432318.'9397 27" OAK DB 179491PG 178 41o'l 4117 Westcliff Dr 8208 0 Charlotte, NC 28208 ..... ----- 0 18".1 H,1CKORY_ 06,309408 E:1 47" OAK Ronald Young a TO Horlese J 24" POPLAR ,)B F cliff r F . .. ... . . . ..... ..... .... 2 a +W 0,,'te,,,NC 2. 08 __10B TOE OF MAIN CHANNEL (TYP)— 0 0 Toe ELEV.= 740.80 e . . .... N= 554444.3200 TOR E= 1432334.2146 4f) got . .... . e C F -:77�-X� ..... ..... C OR CAN ,as " :, xx_x%_��_� 4 lil "I'll" , Cv C� E -11, __ - - - _. :: .... .... e D SDE� LE 0 SDF _,8 S M (IV —LU L) LU . . ..... C C C x C C � 11 I'll I I k 1.11 1 - A r X_ X C C 94" bitaug C X_ X .... ..... ..... x X_ X-- )(— — I - F F ..... ..... . . ..... ..... F ..... ..... ..... C C a . .... . ... :::PDE C F led 7777� .. ..... ..... ..... ..... ..... ..... ..... ..... .................. Z . . . .. ..... ..... . .. . . . .. ..... ..... 4 ...... ..... ----------- . .... .... 110 jj �O . . ..... .. 7 Toe oe- . . . .... ..... . . .. ..... ..... ...... .. . ..... ..... .. . ..... _�j --TOB 745 12" MAPLE '0 x ELEV.= C .. ...... ... PD N= 55,4338.0777 C C, Pibt E= 1432399.8721 I I � ''I'll . ...... .... :: - - — ---- ---- ---- .... . .. . - - - - - - - ----- - ----- ----- ----- -- - C 12" PIN 7 C x X_X x x x C =-_- �C—�c C __ .. ..... ... 0 C C --C 77 9" _S�YEETGU M . ...... ........ n n 0 0 ELE)�.'4 0.39 SDE===�� 11- 11 r)-, i on SDE- i ni, bt' �i U E 06309406 113" MAPLE N =9b, 0 9120 SUE— SDE— 7'. E== .3929 21" MAPLE Robert L Durham Jrl SEE SHEET EC10 FOR ACCESS FROM DB 2282,31eG_--7-10' -6 "/V(' THRIFTWOOD DRIVE 5 Grble St PROPOSED BANKFULL (TYP) Charlotte, NC 28208 —X _X ... ..... . ...... ..... .. .... .... . . ... . ...... . .. ..... .... . . ..... . ..... . . ..... . ... - - -- ----- ----- . . .. ..... ... . . . . ..... . . ..... ..... . - ----- - Ka " thy J. Keith DB 203'641PG _771, 1,33-9. Thriftwood Dr. "' Charlotte, NC 282,08 06JO9428 06,1310942 9 James Edwin Mozeley &andy'L Brady and CIO Cathy / ..Brady 06,3094,30 DB 114081PG 089 DB 227461PG 363 Jean Helms Brewer 04 - - - - - 1401 Thriftwood Dr. ELEV.= 748.67 t405 fhri/twood Dr MB 30111PG 62 IN 554499.1177 Charlotte, NC 28206 Charlotte, NC 28208 1409 Thriftwood Dr E= 1432073.2668 7 (hryrinffp N(' 2R2nR ka va 000,1 Z Q�- _j n -.0 < — V) Q Z 've ---j Z V.......... 11 hill c? C; L; Z C r I& co g .S E mm L4 Uj -C 2! U ZO Eno b -0 0 C14 W M r 0 0 EL LO 0 d CD 0 0 + 9Z + 00 C 40) 3 I-- Ld Ld U) Ld Ld U) 0 LO 00 N Ld C) 0 0 LL. ck� im-: N= 554145.9764 E= 1432609.0689 06J051 10 Betty- C, Sloan 0 88151PG 814 1,317 Marble St. 15 Charlotte, NC 68 PECA� )98 TEMPORARY CONSTRUCTION ENTRANCE (TYP) (SEE SHEET D1) WMOSA 7 426 Joyce R Himsl DB 220J41PG 981 13,35 Thriftwood Dr Charlotte, NC 28208 e e 06309427 Kathy J Keith DB 20JO41"PG 771 1,339 Thriftwood Dr Charlotte, NC 28208 Z- ogz;;�- i ----------------- mzm % 10� eA —J < `V) < UJ L4 01 11 Q z 0 ;'jz S g -j PD u uj 6 j 2! 2 I L,!- (3) cc) 0" V, G)-4 co > ELEV. = 748.67 ELW6-��74: . N= 554499.1177: N =C�a45,3: , 20 E= 1432073.2668 E=' ')=1 k 25 0 ,AM 0 E L4 2 E- r'j (A LAI &'2 TR'P LE .0 M"APLE 367S.IWEETIGUM 06305101 Alva Robert Macken and Travis Moe DB 016541PG 505 1118- 1 1J8 Browns Ave. Charlotte, NC 28208 SSE 24' SWOGW SSE SSE SSE SSE 0.0 9'.MAPLE 0 7" MAPLE 24" SWEEETGUM 12" MAPLE SWEETGUM"' 6"SWEETGUM 12" HIN-ORY 06305111 Marlon Stover DB 1502 11PG 961 1,321 Marble St. Charlotte, NC 28208 % 10� eA —J < `V) < UJ .......... Q z mg, ;'jz S g IS ow I 3 0 Nu u uj 6 j 2! 2 W z 0 E- d z moo EEO b 0 6 N W C) m C-4 u U) u C) EL u LO 0 0 d C.D 0 0 W 0 to r) u 0 P4 L C) o 89. �9)�o 06,308469 Corrie H Goody 06JO8468 DB 214941PG 106 Rex A. Otey and )10 6.. �3 0 ' 8467 O� w, . fe, Debra Otey nya Brooks Fletcher To 1103 Lewiston A ve. Cho r1otte, NC 28208 DB 264321PG 424 co DB 91871PG, 581 "E 1031 Lewiston Ave. 1025 Lewiston,Ave. '-V i_� \�q 2 ELEV.= 761.16 r N-! Charlotte, NC 28208 Charlotte, NC 282.08 N= 555293.2018 E= 1432502.335Z - A E= 1432651.1492 06JO8407 \32" PECAN 061 08466 r Jimmy Lee Droughn and Bruce E urleson 'on d Jocquelyn Boyd 20" SWEETGU wife, Noncy R. Burleson LIJ DB 050461PG 407 co DB 34d1/PG 99 4138 Westridge Dr. V 0 C/) 36" SWEETGUM 1019 Lew)ston Ave. Y Charlotte, NC 28208 HICKORY 0 OSED CLAE�+ � re W M" 01, �X 0'X12" M TOE OF NANNEL V/ OPOSED DITCH V 0 C/) C ECK (SEE SHEET D1) 10" TWIN �"PAN SDE ONNEL (TYP\ D_ SO C C 5" Q C) 47.64 0 1�` H11IQK.OR SDE 71�' SDE Y INV. OUT 755.5� C� ... . . ..... . ... ..... POE 1 ICKOR OR E N� V �4j 64 5 �64 A\E 1�4;3 2 83 8" CEDAR 20" SWEETGU ........ 14% 14 7, SD .. . .. .. ... S 9+00- C"_ -- — ------- — 7 15" SWEETGUM - - ----- - -- HICKORY C C C C tn_ 7 LLJ 6.!UM __C CIP 53. 555044. 18" SWEETGUM 441�'05_JEU� T E 1432 0 e Z::�L �_C___� C C e ta ��: S S 9n -C SS C C 00 e SS 0 0 e, - 0 18 A . .... ..... ..... e U-) .0 Y, e 'A RIV_ELEV. 7 INV. 0 e V 06J08408 V, East Coast Properties, LLC DB 229851PG 661 Marble St Charlotte, NC 28208 6`6s� C D& S� 1� __j L) V) C-) .V) I LLJ V) c? Z* S 5 d C., L4 Cq 2! �52* W M z 0 E 6 E_ d z EEO CZZ, 0 04 W M C -J W U U) C:� 0 d 0 Of. (0 + U C) C) + o Cn v 06308159 -tuzu VVI//UIU L'I/w/uLLC�' /VU zuzuci 06308408 Doris Bishop Crump & East Coast Properties, LLC Husband, James Cecil Crump DB 229851PG 661 1011 T IN DB 36091PG 967 Marble St Charlotte, NC 28208 HERR Ln 4620 Willard St. Charlotte, NC 28208 CD 0 10 lk \)22"HICKORY 0 NOTES: 1 . CONTRACTOR TO PUMP CULVERT WORK AREA TO STILLING BASIN AFTER EACH RAIN. SIZE STILLING BASIN FOR WORK AREA. 2. CONTRACTOR TO ADJUST IMPERVIOUS DIKES TO MAINTAIN SEPARATION BETWEEN WORK AREA AND STREAM BYPASS. MAIN CHANNEL CONSTRUCTION SEQUENCE FOR EROSION CONTROL 1. ESTABLISH DETOUR AND CLOSE ROAD. 2. INSTALL IMPERVIOUS DIKES ACROSS STREAM, BYPASS PUMP STREAM FLOW, REMOVE EXISTING CULVERT, SECURE OTHER UTI LITI ES. 3. CONSTRUCT STILLING BASIN, USE FOR PUMPING WORK AREA. 4. INSTALL IMPERVIOUS DIKES SHOWN ON PLAN TO ALLOW GRAVITY FLOW BYPASS CHANNEL, INSTALL LOW FLOW CULVERT. 5. RE—ARRANGE IMPERVIOUS DIKES TO DIVERT STREAM FLOW THROUGH LOW FLOW CULVERT, INSTALL REMAINING CULVERT. 6. COMPLETE HEADWALL AND OTHER APPURTENANCES. REMOVE STILLING BASIN ONCE CULVERT BACKFILLING IS COMPLETE. _j C L L i " 04 S 3� N Lq Cq U5 j2! �52* w z 0 E E_ d z Me= ca 43 EEO b 0 0 C-4 W M C*4 U U) U C) 0) 0 0 0 w 0 (0 U C) + Planting Zones ME Ile SEEDING PLANTING RATE AUG. 15 — APR 15 TALL FESCUE 100 LB./AC Showy Tickseed BERMUDA GRASS 25 LB./AC < < — �0 LJ ,d- z: (a: Riparian Areas Q Utility Areas in Conservation Easement Managed Vegetation .g9 Safix seficea Planting List -Woody Species Planting List - Permanent Wetland Seeding Mixes (15 lbstacre) DATE SEEDING PLANTING RATE AUG. 15 — APR 15 TALL FESCUE 100 LB./AC Showy Tickseed BERMUDA GRASS 25 LB./AC < < — �0 LJ ,d- z: (a: Cn — 6 Q Comusamornum .g9 Safix seficea 5-d Common Sneezeweed Ld LLI 19 12 OC z Swamp Sunflower Sambucus canadensis Leathery Rush Beaked Panicgrass Panicum ii�dulurn Red -top Panicgrass Cephalanthus occidentalis Maryland Meadowbeauty Liz a rd's Ta i I Harnamelis virginiana containerized Sci,r-pus Gyperinus flex decidua containerized flex vetticillata 0 Z containerized L) Lindera benzoin containerized of-reyou"'N R -M inn <1 CY) 0 Betula nigra d Z LO 0 Ceffis laevigata &O.C., random to Diospyros virginiana 8"O.C., random Juglans nigra &O.C., random Nyssa sylvatica 8"O.C., random Betula nigra ��Nff M-1 R Populus deltoides Quercus nigra 0 Cn Quercus Phenol Quercus phellos Planting List - Permanent Wetland Seeding Mixes (15 lbstacre) NOTES: 1.) ZONE 5 VEGETATION TO COMPLY WITH SEEDING SCHEDULE AS DETAILED BELOW UNLESS OTHERWISE NOTED. CONTRACTOR TO MATCH PERMANENT SEEDING WITH EXISTING VEGETATION WHERE POSSIBLE. DISTURBED PUBLIC RIGHT—OF—WAYS TO BE SEEDED AS ZONE 5. PERMANENT SEEDING SCHEDULE DATE SEEDING PLANTING RATE AUG. 15 — APR 15 TALL FESCUE 100 LB./AC Showy Tickseed BERMUDA GRASS 25 LB./AC < < — �0 LJ ,d- z: (a: Cn — 6 Q Shallow Sedge .g9 z 5-d Common Sneezeweed Ld LLI 19 12 OC z Swamp Sunflower Leathery Rush Beaked Panicgrass Panicum ii�dulurn Red -top Panicgrass Maryland Meadowbeauty Liz a rd's Ta i I ZO Sci,r-pus Gyperinus NOTES: 1.) ZONE 5 VEGETATION TO COMPLY WITH SEEDING SCHEDULE AS DETAILED BELOW UNLESS OTHERWISE NOTED. CONTRACTOR TO MATCH PERMANENT SEEDING WITH EXISTING VEGETATION WHERE POSSIBLE. DISTURBED PUBLIC RIGHT—OF—WAYS TO BE SEEDED AS ZONE 5. PERMANENT SEEDING SCHEDULE DATE SEEDING PLANTING RATE AUG. 15 — APR 15 TALL FESCUE 100 LB./AC APR. 15 — AUG 15 BERMUDA GRASS 25 LB./AC 2.) APPLY GROUND LIMESTONE AT THE RATE OF 75 LB./1000 SF. 3.) APPLY 10-20-20 (N—P—K) COMMERCIAL FERTILIZER AT THE RATE OF 20 LB./1000 SF. 4.) MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LB./1000 SF. 5.) HEAVILY MULCHED DURING JANUARY — MARCH PERIOD. FLOODIPLAIN BENCH ALLENBROOK STA. 0+10 TO 13+54 TYPICAL PLANTING DETAIL REACH A1_ N.T.S. TOP OF LOW FLOW CHANNE (APPROX. BANKFULL) E 2 CHANNEL BOTTOM LIVE STAKES (TYPICAL) E LIMIT OF DISTURBANCE LOCATION VARIES TOP OF BANK MAIN CHANNEL INNER BERM SEE TYPICAL CROSS SECTIONS FOR COIR LOG PLACEMENT TYPICAL PLANTING DETAIL REACH A2, A3 AND B1_ N. T. S. LOCATION VARIES I r,j 9: < < — �0 LJ ,d- z: (a: Cn — 6 Q .g9 z 5-d Ld LLI 19 12 OC z ZO 0 Z L) <1 CY) 0 d Z LO 0 to C) 0 Cn ZONE 3 AREAS OUTSIDE OF THE LOD MAY BE PLANTED NTH ZONE 3 BARE ROOT WOODY VEGETATION AT THE DESCRE11ON OF THE INSPECTOR. RIM ELEV 688.76 NV. IN 683.24 NV. OUT 683.14 ZONE 3 AREAS OUTSIDE OF THE L MAY BE PLANTED WITH ZONE 3 BA ROOT WOODY VEGETA11ON AT 1 DESCRETION OF THE INSPECTI C RIM tfqV . I -N 68-1 INA 0 U T, 6 05706110 Charlotte Board of Education D8 25051PG 217 14JO AHenbrook Dr. Charlotte, NC 28208 LIT, 0 CIE -14' 0 J... GS Gf A x 0 z .12! 0 Ld L4 e �2! go si _j ro % < < Lij z: < % "R- .......... 41� 0 z .12! 0 Ld L4 e �2! go 10 M w 0 C14 W L) 0 0 L) 01 C14 LO 0 0 0 LEGEND r CID ZONE 1 ZONE 2 ;61 ......... ......... ZONE 3 .......... .......... .......... ZONE ZONE 6 4� (WETLAND INI TIATION) 0 Cf) 35" SYCAMORE 'k - eP '\� V/ 10TAWS191111 ?9 -26 1 505 A1 CE Q Z INV. OUT irs7mu CONTRACTOR IS AUTHORIZED TO CLEAR TREES NOT SHOWN TO BE PROTECTED WITHIN LIMITS OF DISTURBANCE AND TEMPORARY CONSTRUCTION 05706226 05706225 ACCESS EASEMENT, UNLESS OTHERWISE DIRECTED. Tonasho V. Williams Gloria B Dalton DB 261541PG 135 DB 79491PC 509 4822 Westridge Dr 4826 Westridgo- Dr Charlotte, NC 28208 Charlotte, NC 28208 FFE - 71 D CRAWL 5.91% f P/ CE .. . . ..... 05706246 William Buerger DB 219551PG 224 1515 Allenbrook Dr. Charlotte, NC 28208 CONTRACTOR IS AUTHORIZED TO CLEAR TREES NOT SHOWN TO BE PROTECTED WITHIN LIMITS OF DISTURBANCE AND TEMPORARY CONSTRUC11ON ACCESS EASEMENT, UNLESS OTHERWISE DIRECTED. 057062J5 Michael L. Burke DB 822JIPG 248 14J9 Grovewood Dr. Charlotte, NC 28208 70257 FFE 17- �MAPLE S RIM ELEV 699.13 INV . IN 692 . 11 INV. OU 1.96 SIA, 03 CYPRES 3"CYPRESS RIM ELE� 700.58 V. IN TE��ST) 692.99 4" CYPRESS IN IN (SOUN 692.36 V. T 6 03" CYPRESS 0 0-0, CYPRESS X Y x k -0 C) z 4876 Westridge Or Ch(-7rlotte, NC 282 46/u vvestrioge L)r Gnartotte, /vG z6zu(5 \Q� 4- x� PROPOSED CHERRY CHANNEL CENTERLINE (TYP) 8" DIP CROSSING\ B�O�T�TO�M CREEK 057062J4,, Pony Novas)&, D ELEV.- 00.2 N= 5474.5 60 DB 11 62JIPG J62, 142914 14,31 Grovewood Dr. '-,/ Charlotte. NC 28208,1 FAI 17" SWEETGUM 0 LEGEND C -7 V �-NG �-� - - \ J� E . E. 05705624 P Sam South LANTER DB 11J481PG 158 4740 testridge Dr Charlotte, l, 0 Jf-D�.\DPLANTER ZONE 1 ZONE 2 ......... .......... .. . . . ZONE 3 .......... ........ ......... ......... ZONE 4 ZONE 5 olk _j ro UZI < p < �'- LLJ "4- - V) % 0 ........... noo....o & C C C Uj X! 09 Ad O.i 0 z z* d a 2! 0 0 C14 C14 U I C) LO 0 0 d 0 r I -S ZONE 1 CID ZONE 2 ZONE 3 ZONE 4 ZONE 5 0 Cn + + 0 Cn IL rl I qqb A�7 ill 1 7777-1-77�1 I/ A 05705611 Tony E Carter and A Delora C Carter �I DB 483BIPG 712 V -/-Z ZY-/- 11,39 Grovewood Dr. Charlotte, NC 28208 19" SWEETGUM 1 5" RCP INV� OUT 713.53 11" SWEETGUM rSDE- C -,- 0 1 2" PEAR 10" WALNUT 05705637 Betty M Hamby DB 179051PG 6671 4528 Westridge Dr Charlotte NC 2820� LAG = 725.B5 FFE = 726.70 > STORAGE BLDG. TCR'X�/ �DG. 4 05705610 Eksupor Tongsri DB 224191PG 408 1 1J,3 Grovewood Dr. Charlotte, NC 28208 9 PROPOSED TOP OF LOW FLOW CHANNEL (TYP) 20" POPLAR 05705609 Dona F Gron DB 146571PG 498 1127 Grovewood Dr. Charlotte, NC 28208 9 9" OAK (�-) � 20" OAK 4" CHERRY 8" OAK 8 7" & 17" TWIN 0 15" OAK HICKORn 0 15" OAK 0 8" OAK OAK 05705608 Mary A FreemGn DB 82211PG 545 1121 Grovewood Dr. Charlotte, NC 28208 POPLAR 18" OAK 24" OAK 0 8" BEECH 0 15" OAK PROPO ED CHANNEL CENTER�NE r (TYP) L PROPOSED TOE OF UE-��% PROPOSED FLOODPLAIN LOW FLOW CHANNEL (TYJP�_j�25' CANOPY + BENCH (TYP) C CRAPE MYRTLE A ZONE 2 ELEV.= 716.91 N= 555934.0055 81, CHERRY E= 1430488.1361 @9" RIM ELEV. 717.25-Z NV. IN (NORTH) 71 '/ 0.75 INV. IN (EAST) 711.28 ---------- .......... .......... .......... ........... ......... INV. OUT 710.00 ASH / + ZONE 5 057056,38 /E Cedric Foison and 10'CANOPY Rhonda Foison CRAPE MYRTLE 057056,39 y DB 227621PG 564 0 Lomont Roine and 4520 Westridge Dr Keisha Roine Charlotte, NC DB 178181PG 165 28208 4512 Westridge Dr Charlotte, NC 28208 10'CANOPY "/CRAPE MYRTLEno Cn Cn r-1 L0 (J) rn m Cn 12" OAK 12" OAK 0 rl 12" OAK 0 Q 0 27" OAK 24" C ELEV.= 720.95 0 19" NK N= 556288.0580 E= 1430558.7198 0 6" & 7" TWIN 0 SWEETGUM 24" OAK N= 5562' E= 14305 24 OAK 22 POPLAR 22" BEECH 0 12" SWE TGUI 0 9" OAK 0 05705649 14" HICKORY Y Ni and H Nghiep x DB 206561PG 74 0 16 Bramble P1 Charlotte, NC 28208 7-7-777 LAG FFE CRAWI 3' WILLOW FFE 727.63 Z-/- Z /ZY 1" CEDAR OP R 0 24" PINE 05705648 STORAGE Gory D. Waters and BLDG. '��qife, Mona M. WGters DB 94091PG 982 1020 Bramble P1. Charlotte, NC 28208 (A P�' '/'MAPLE MA PLE GARDEN SSE SS PLANTER 2�8" OAK SSE S T SE SANITAR SEWER 2S 0 0 BEECH RIM ELEV. 718.82 APPX. 3Gd NV. IN 714.72 BLIND BOX NV. OUT 711.77 LOCATION 2" POPLAR 8" PERSIMMON 0 15" BEECH 0 24" POPLAR 19" POPLAR n 05705647 Coroline C Haywood DB 638,31PG 623 1019 BrGmble P1 Charlotte, NC 28208 018 11 POPLAR 18" RCP - 3Gd --A FFE 734.07 CRAWL - 729.17 LAG = 729.19 SEWER CLEANOUTS SS g� RIM ELEV. 728.66 INV . IN 722.79 INV. OUT 722.61 DOUBLE CATCH BASIN ELEV. 726.33 INV. 720.43 CONTRACTOR IS AUTHORIZED TO CLEAR TREES NOT SHOWN TO BE PROTECTED WITHIN LIMITS OF DISTURBANCE AND TEMPORARY CONSTRUCTION ACCESS EASEMENT, UNLESS OTHERWISE DIRECTED. L - LEGEND ZONE 1 ......... ZONE 2 .......... ---------- .......... .......... .......... ........... ......... ZONE 3 z ZONE 4 ZONE 5 L - __j n < < % .......... z d C.O.". 6 ;.m cm C tR J Lu c 2E 0 z go lit. 10- 0 a 11 w w 0 M w — 0 C*4 w Cn 0 C14 LO 0 0 d >- 0 of 0 oe 0.1 0 en + en en C) 2 IL 04 In _r 0 IL 2 IL to -;i CR _r 0 IL 2 IL CD in co CR _r 0 IL (Q (T) \ \ "\- \ \' \ \ , \ \ \\\ � 70,71MIMOSA 2" TRIPLE MAPLE 12" HICKORY 06,305101 Alva Robert Macken and Travis Mae DB 016541PG 505 1118-11,38 Browns Ave. HICKORY Charlotte, NC 28208 0 1 HICKORY 8 0 uuwi C�A 6 0" SWEETCUM + 215" SWEETGUM Y, — S 0 SSE 24", 18", 15" TRIPLE 22" TWIN SWEETGUM SWEETGUM 0 34" SWEETGUM SSMH 0 RIM ELEV. 748.05 NV. IN 742.39 20 11 SWEETGUM NV. OUT 742.33 28" MAPLE BANKFULL (TYP) 0 24" 06305110 Betty C Sloon DB 88151PG 814 1,317 Marble St. Charlotte, NC 06J051 11 Marlon Stover NOT SHOWN TO BE PROTECTED WITHIN LIMITS OF DISTURBANCE AND TEMPORARY CONSTRUC11ON DB 150211PG 961 ACCESS EASEMENT, UNLESS OTHERWISE DIRECTED. 1321 Marble St. Charlotte, NC 28208 LEGEND ZONE 1 ZONE 2 I .. . . . . . . . . . . I .. . . . . . . . ... ......... ZONE 3 ..... . . . . . . . ... ......... ZONE 4 ZONE 5 .......... z -Jn < U:U) Lij V) - cr�,, I z S c Of c - r -0 vi z 0 ul d Z lan cm AMA 12- 4412-9 1 432 04 In a 04 c/1 - 6 U LO 0 co EAAA4 CAN 0 ALLENBROOK BRANCH REACH Al - STA. 0+00 - 14+00 -30' 5' 5' 5' -20' -10' 0 (L R I FFLE 16' 14' 12' 10' 8. 60 4' 20 no TOP OF BANKFULL 2.6' 2.6' (TYP) �l __ 10' 20' 30' -20' -10, 0 q RIFFLE ALLENBROOK BRANCH REACH A2 - STA. 14+00 - 25+00 v R I E S LLO, Is EEXISTING GRODMID (TYR _ EXISTING GROUND (TYP v r\1 \ 1 1-3 2' 6, r-FYIqTlNn GROUND 6. 4' VARIES BANK FULL WIDTH = 20' 11 2' 3' 6' (TYP.) 3' 3' ----------- -- ------------- - - - - - - - - - - - - - - - - - --- - --- r -EXISTING GROUND -------------- 2.6' --------- APPROX. BANKFULL 6' ---------------------------------- BANKFULL 15' WIDTH ------- p - 1 1.5 L��l ROFILE v, w � �"-PROPOSED COI 11 LOG (TYP) \\-APPROXIMATE BANKFULL LAPPROXIMA BANKFULL - - - - - - - - -- - - - - - - - - - - - --- - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - -- - - _J: - - - - - - - -- - - - - - - - - - - - tTT'P) -- -------------- 1.5 L -PROPOSED (TYP) GROUND (TYP.) TOE OF BANKFUL_ (TYP) ___7_2 1.5 .......... TOE OF FLODPLAIN'�_�l >- CO ROFILE 0 Z C) m W �4 N W u cn BENCH (IYF') C> c� u �-PROPOSED GROUND (TYP-) -30' 5' 5' 5' -20' -10' 0 (L R I FFLE 16' 14' 12' 10' 8. 60 4' 20 no TOP OF BANKFULL 2.6' 2.6' (TYP) �l __ 10' 20' 30' -20' -10, 0 q RIFFLE ALLENBROOK BRANCH REACH A2 - STA. 14+00 - 25+00 4.2' 11 _�_ 3.6' -20' -10' 0 (i POOL LEFT 16' 14' 12' 10' 8' 6- 4- 2 - no 16' 14' 12' 10' 8* 6' IV 2' A. ALLENBROOK BRANCH REACH Bl - STA. 25+30 - 32+41.51 v R I E S LLO, Is EEXISTING GRODMID (TYR _ EXISTING GROUND (TYP v m 2' 6, r-FYIqTlNn GROUND 6. 4' VARIES BANK FULL WIDTH = 20' 11 2' 3' 6' (TYP.) 3' 3' ----------- -- ------------- - - - - - - - - - - - - - - - - - --- - --- - - - - ------- 1.5 -------------- 2.6' --------- APPROX. BANKFULL WIDTH = 20' ---------------------------------- 0/1 ------- j 1 1.5 L��l ROFILE v, w � �"-PROPOSED COI 11 LOG (TYP) \\-APPROXIMATE BANKFULL LAPPROXIMA BANKFULL E GROUND (TYP.) � 4.2' 11 _�_ 3.6' -20' -10' 0 (i POOL LEFT 16' 14' 12' 10' 8' 6- 4- 2 - no 16' 14' 12' 10' 8* 6' IV 2' A. ALLENBROOK BRANCH REACH Bl - STA. 25+30 - 32+41.51 v R I E S LLO, Is EEXISTING GRODMID (TYR _ EXISTING GROUND (TYP - EXISTING GROUND (TYP 2' 6, r-FXISTING GROUND 6. 4' VARIES BANK FULL WIDTH = 20' 6. 4 6.4' 3 6' 14 ---------------------- (TYP.) 3' ----------- -- ------------- - - - - 1(.41' 6' 1.5 -------------- 1.5 --------- APPROX. BANKFULL WIDTH = 20' ---------------------------------- 0/1 ------- j 1 1.5 L��l /-PROFILE . 1 I /-PROFILE F- 2 ------------------- I I \\-APPROXIMATE BANKFULL TOP OF AND FLDODPL MANKFULL AIN \-APPROXI MAWF BANKFULL 1.5 TOE OF FLOODPLAIN PROPOSED:7__ TOP OF BANKFULL BENCH tTT'P) BENCH (TYP) L -PROPOSED (TYP) GROUND (TYP.) 4.2' 11 _�_ 3.6' -20' -10' 0 (i POOL LEFT 16' 14' 12' 10' 8' 6- 4- 2 - no 16' 14' 12' 10' 8* 6' IV 2' A. ALLENBROOK BRANCH REACH Bl - STA. 25+30 - 32+41.51 10' 20' -20' -10' 1 10' 20' rk RIFFLE v R I E S LLO, Is EEXISTING GRODMID (TYR _ EXISTING GROUND (TYP VARIES 2' 6, r-FXISTING GROUND 6. 4' ci BANK FULL WIDTH = 20' 6. 4 6.4' 3 6' 6' (TYP.) 3' ----------- -- ------------- - - - - ------ ------------------------- 1.5 ------------- 1.5 1 ,[PRO2 F 11. 2' 1.5 0/1 -PROPOSED GROUND (TYP.) j iff /-PROFILE . \-PROPOSED GROUND TYP. ------------------- I I \\-APPROXIMATE BANKFULL PROFILE F ().9 2 \-APPROXI MAWF BANKFULL 10' 20' -20' -10' 1 10' 20' rk RIFFLE __ 2.6' __ �l __ 2.6' 10' 20' 30' -20' -10' 0 10' q POOL LEFT v R I E S LLO, Is EEXISTING GRODMID (TYR _ EXISTING GROUND (TYP VARIES 2' 6, VARIES 6. 4' ci BANK FULL WIDTH = 20' 6. 4 r -EXISTING GROUND 6' 6' ----- ------------------- - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ 1.5 2.6' rPROFILE 1.5 1 ,[PRO2 F 7�� ------- 1.5 0/1 -PROPOSED GROUND (TYP.) j ------------------ L APPROXIMATE BANKFULL __ 2.6' __ �l __ 2.6' 10' 20' 30' -20' -10' 0 10' q POOL LEFT 4- 3.6' _�_ 11 _�_ 4.2' -30' -20' -10' 0 CL 10' POOL RIGHT NOTES: 1 ALL STREAM BANKS SHALL BE RESTORED USING 3. SEE CROSS-SECTIONS FOR INDIVIDUAL DETAIL 4 "GRADE AND STABILIZE BANKS WITH MODIFICATIONS TO BANK SLOPES AND/OR TIE TO LIVE STAKING & COIR LOG TOE- (SHEET D4), EXISTING GROUND. UNLESS OTHERWISE DIRECTED TO USE ROCK TOE. TOE ON INSIDE BEND OF POOL SECTION SHALL NOT RECEIVE COIR LOG FOR REACH Al ONLY. 2. SEE PLANTING PLANS FOR VEGETATION AND LIVE STAKING TREATMENT PLACEMENT. 16' 14' 12' 10' 8- 69 49 29 no 16' 14' 12' 10' 8' 69 29 no LLO, Is EEXISTING GRODMID (TYR VARIES VARIES r -EXISTING GROUND VARIES 6. 4' ci BANK FULL WIDTH = 20' 6. 4 r -EXISTING GROUND 6' 6' ----- ------------------- 6 10. -------------- -------------- ).8' ---------------------- ------------------ (TYP.) T F- 112' /-PROFI _E 1 ,[PRO2 F 7�� ------- 1.5 - ---------------------------------------- V j ------------------ 1.5 ------------------- I I \\-APPROXIMATE BANKFULL PROFILE F ().9 2 I 1.5 1.5 TOE OF FLOODPLAIN PROPOSED:7__ BENCH (TYP) GROUND (TYP.) TOE OF BANKFUL_ (TYP) d 4- 3.6' _�_ 11 _�_ 4.2' -30' -20' -10' 0 CL 10' POOL RIGHT NOTES: 1 ALL STREAM BANKS SHALL BE RESTORED USING 3. SEE CROSS-SECTIONS FOR INDIVIDUAL DETAIL 4 "GRADE AND STABILIZE BANKS WITH MODIFICATIONS TO BANK SLOPES AND/OR TIE TO LIVE STAKING & COIR LOG TOE- (SHEET D4), EXISTING GROUND. UNLESS OTHERWISE DIRECTED TO USE ROCK TOE. TOE ON INSIDE BEND OF POOL SECTION SHALL NOT RECEIVE COIR LOG FOR REACH Al ONLY. 2. SEE PLANTING PLANS FOR VEGETATION AND LIVE STAKING TREATMENT PLACEMENT. 16' 14' 12' 10' 8- 69 49 29 no 16' 14' 12' 10' 8' 69 29 no 1. 2' 1.2 20' -20' -10' 0 10' (L POOL LEFT LLO, Is EEXISTING GRODMID (TYR VARIES VARIES r -EXISTING GROUND r -EXISTING GROUND 6. 4' ci 11 2' 6. 4 (TYP.) 6' 6' ----- ------------------- -------------- -------------- ------------------ ---------------------- ------------------ 1 1.5 F- 112' /-PROFI _E 145 1 ,[PRO2 F Ile 1.5 PROPOSED GROUND (TYP.) 1.5 V L110-0 PROPOSED 1.5 GROUND (TYP.) 1.5 I I \\-APPROXIMATE BANKFULL 1. 2' 1.2 20' -20' -10' 0 10' (L POOL LEFT 4 2.6' �l 2.6' 20' -20' -10, 0 10' (L POOL RIGHT 16' 14' 12' 10' 89 6' IV 2' A. 20' LLO, Is VARIES r -EXISTING GROUND r -EXISTING GROUND a0:1.1 ci 11 2' 6. 4 (TYP.) 6' ------------- -------------- -------------------------------- ------------------ ------------------ 1 1.5 1 2.6' FPROFILE �l 145 1 ,[PRO2 F Ile PROPOSED - GROUND (TYP.) PROPOSED GROUND (TYP.) 1.5 f C7 1.5 APPROXIMATE-� I BANKFULL I 4 2.6' �l 2.6' 20' -20' -10, 0 10' (L POOL RIGHT 16' 14' 12' 10' 89 6' IV 2' A. 20' 1. 2' - �_ �l _� �_ 1. 2' 20' -20' -10' 0 10' CL POOL RIGHT ALL X -SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 16' 14' 12' 10' 8* 60 4' 20 no 16' 14' 12' 10' 8. 4' 2 - no 16' 14' 12' 10' 60 40 20 no 20' LLO, Is VARIES r -EXISTING GROUND a0:1.1 ci 6. 4 2 (TYP.) 6' -------------------------------- --- ------------------- ,[PRO2 F LE PROPOSED GROUND (TYP.) 1.5 C7 1.5 APPROXIMATE 'X BANKFULL 1. 2' - �_ �l _� �_ 1. 2' 20' -20' -10' 0 10' CL POOL RIGHT ALL X -SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 16' 14' 12' 10' 8* 60 4' 20 no 16' 14' 12' 10' 8. 4' 2 - no 16' 14' 12' 10' 60 40 20 no 20' LLO, Is a0:1.1 ci c L) LLI A c z 2 z 0 d It .......... >- CO 0 C) 0 Z C) m W �4 N W u cn U w C> c� u C> LO 0 0) co Ile 0 WESTRIDGE BRANCH REACH A3 - STA. 0+00 - 22+40 —20' RIFFLE N. T. S. —10' 10' 20' c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES F -EXISTING GROUND VARIES -L, -C 2! 2 EXISTING GROUND (TYP.) VARIES 7' 3' 10,1 3' ---------------- I --------------------- oll ------------ L �,l — 6' - (MAX.) 7' —IrROFILE 1.5 1. 51 2" PROPOSEDJ 4' \—APPROXIM GROUND (TYP.) BANKFULLi TE —20' RIFFLE N. T. S. —10' 10' 20' —20' —10, 0 ok POOL LEFT N. T. S. lo, 20' c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES F -EXISTING GROUND .c w m;i c 11 46 (a '. ci -L, -C 2! 2 VARIES VARIES 7' r—EXISTING GROUND r—EXISTING GROUND (TYP.) 6' - (MAX.) 7' 6' (M A X.) 2" PROFILE f --------------- (TYP.) COIR LOG (TYP) N�--PROPOSE 4' GROUND D (TYP.) VARIES FROM 0—FT. TO 1 SEE X—SECTIONS FOR VALU I FT. \—APPROXIMATE BANKFULL —20' —10, 0 ok POOL LEFT N. T. S. lo, 20' —20' —10' 0 (i POOL RIGHT N. T. S. 16' 14' 12' 10' 8' 69 IV 29 ol 16' 14' 12' lo, 8' 6' IV 2- ot 16' 14' 12' 10' 8* 6' IV 2' 0. WESTRIDGE BRANCH REACH A3 - STA. 22+40 - 32+41.51 c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES r—EXISTING GROUND .c w m;i c 11 46 (a '. ci -L, -C 2! 2 VARIES VARIES z 0 r—EXISTING GROUND r—EXISTING GROUND ------------ /—PR �%� 1 6' - (MAX.) 7' 1. 3' 1.0 PROPOSED—/ DROUND (TYP.) / 2" (TYP.) (TYP.) -------- /—PRO--ILE -------- — ------------------- ----------- P - ROFILE �7��--] 02� --- ---- ------------------ GROWND PROPOSED—/ (TYP 1. 5'1 _41 1. 0 _,61 \—APPROXIMATE BANKFULL APPROXIMATEJ BANKFULL mi VARIES FROM 0—FT. TO 1—FT. EE X—SECTIONS FOR VALUE. —20' —10' 0 (i POOL RIGHT N. T. S. 16' 14' 12' 10' 8' 69 IV 29 ol 16' 14' 12' lo, 8' 6' IV 2- ot 16' 14' 12' 10' 8* 6' IV 2' 0. WESTRIDGE BRANCH REACH A3 - STA. 22+40 - 32+41.51 —20' RIFFLE N. T. S. —10' lo, 20' c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES r—EXISTING GROUND .c w m;i c 11 46 (a '. ci -L, -C 2! 2 VARIESI VARIES z 0 (TYP.) r—EXISTING GROUND ------------ /—PR �%� 1 2' � 4.6' 1. 3' 1.0 PROPOSED—/ DROUND (TYP.) / 2" (TYP.) EXISTING GROUND �(TYP.) -------- /—PRO--ILE ----------- ------------------ 02� --- ---- ------------------ 1.5— \—PROPOSED GROUND (TY 1.5 VARIES FROM 0—FT. TO 1 SEE X—SECTIONS FOR VALU It P�RFILE 1.5 \—APPROXIMATE BANKFULL PROPOSED—/ GROUND (TYP.) \—APPROXIMATE 2' BANKFULL —20' RIFFLE N. T. S. —10' lo, 20' —20' —10, 0 q_ POOL LEFT N. T. S. lo, 20' c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES r—EXISTING GROUND .c w m;i c 11 46 (a '. ci -L, -C 2! 2 4' 4.6 (MAX) VARIES z 0 (TYP.) r—EXISTING GROUND ------------ /—PR �%� 1 ------------------ 4.6' 1. 3' 1.0 PROPOSED—/ DROUND (TYP.) / 4' (MAX) (TYP.) --------- ---------------- -------- /—PRO--ILE ----------- ------------------ COIR LOG (TYP) 1.5— \—PROPOSED GROUND (TY VARIES FROM 0—FT. TO 1 SEE X—SECTIONS FOR VALU It FT. \—APPROXIMATE BANKFULL —20' —10, 0 q_ POOL LEFT N. T. S. lo, 20' 10' 20' —20' —10' 0 ri POOL RIGHT N. T. S. 10' 20' 16' i1v 12' 10' 8' 6- 4' 2- ot 16' 14' 12' lo, 8- 6- 4 2 0. 16' 14' 12' 10' 8- 69 4- 29 ot NOTES: 1 ALL STREAM BANKS SHALL BE RESTORED USING DETAIL 4 "GRADE AND STABILIZE BANKS WITH LIVE STAKING & COIR LOG TOE" (SHEET D4), UNLESS OTHERWISE DIRECTED TO USE ROCK TOE. TOE ON INSIDE BEND OF POOL SECTION SHALL NOT RECEIVE COIR LOG FOR REACH Al ONLY. 2. SEE PLANTING PLANS FOR VEGETATION AND LIVE STAKING TREATMENT PLACEMENT. 3. SEE CROSS—SECTIONS FOR INDIVIDUAL MODIFICATIONS TO BANK SLOPES AND/OR TIE TO EXISTING GROUND. WESTRIDGE BRANCH )) D" TRIBUTARY VARIES I PROFILE _F - - - -- - 1.5-2 PERMANENT TURF 4' REINFORCEMEN T_/ I MATTING STA. 3+35 9+75 N. T. S. ALL X -SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... VARIES r—EXISTING GROUND .c w m;i c 11 46 (a '. ci -L, -C 2! 2 4' 4.6 (MAX) z 0 (TYP.) ------------------------ ------------ /—PR �%� 1 ------------------ 1. 3' 1.0 PROPOSED—/ DROUND (TYP.) / APPROXIMATE -j BANKFULL SFE VARIES FROM 0—FT. TO 1—FT. X—SECTIONS FOR VALUE. 10' 20' —20' —10' 0 ri POOL RIGHT N. T. S. 10' 20' 16' i1v 12' 10' 8' 6- 4' 2- ot 16' 14' 12' lo, 8- 6- 4 2 0. 16' 14' 12' 10' 8- 69 4- 29 ot NOTES: 1 ALL STREAM BANKS SHALL BE RESTORED USING DETAIL 4 "GRADE AND STABILIZE BANKS WITH LIVE STAKING & COIR LOG TOE" (SHEET D4), UNLESS OTHERWISE DIRECTED TO USE ROCK TOE. TOE ON INSIDE BEND OF POOL SECTION SHALL NOT RECEIVE COIR LOG FOR REACH Al ONLY. 2. SEE PLANTING PLANS FOR VEGETATION AND LIVE STAKING TREATMENT PLACEMENT. 3. SEE CROSS—SECTIONS FOR INDIVIDUAL MODIFICATIONS TO BANK SLOPES AND/OR TIE TO EXISTING GROUND. WESTRIDGE BRANCH )) D" TRIBUTARY VARIES I PROFILE _F - - - -- - 1.5-2 PERMANENT TURF 4' REINFORCEMEN T_/ I MATTING STA. 3+35 9+75 N. T. S. ALL X -SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) c- C-) --ov) < ILL �o U0 - _,Qyk�l ......... 3�d .c w m;i c 11 46 (a '. ci -L, -C 2! 2 z 0 E d z ta ma 4b lb a. QA 9b .......... 0 0 0 Z 04 u U) U Lo 0 C5 Q c� 0 0 NIT 0 688 684 680 1+82.46 40 20 0 1+50.12 -20 688 684 680 -100 -40 ------ -CUT = 25.7sf.1 RIM F ---------------- - ------------------- FILL = 44.8sf. CUT = 90.6sf. -- - - - --- - - - - - - - - - - - - - - - - - - - FILL = 23.4sf. X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------- - - - - - - - - - --- - - - - - - - - -- ------------------- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ----------- __11 EXISTING - - - --- - - - - - - - - --- I- ul �l RY SEWER--., Pcoi _�j -I IT --------------- - - - - - - - - - - - - - - - - - - - -------------------------------- - - - - - - - - - z (APPROX. 3' COVER) !N,- Z A " - --CUT = 32.7sf. 75% COMPACTION EARTHEN FILL. FILL = O.Osf. 95% COMPACTION (TYP) 0 (WLIIAND IN IIAIILIIN'l— )5% COMPACTION (TYP) ftyp) CUT = 54.5sf. FILL = 2.2sf. 777� CUT = 19.4sf. - - - - - - - - FILL = 9.Osf. CUT = O.Osf. FILL = 33.9sf. WRAPPED EARTH CUT = 65.lsf. SLOPE TF T FILL = O.Osf. Lq Ln L6 co - - - - o 00 (.0 ID I 00 c; 00 00 co -------------------------- - On It 8 > J�d 0 c� w 0 M - 0 cq c/) 0 40 20 0 1+50.12 -20 688 684 680 -100 100 80 60 40 20 0 1+22.24 688 684 680 -20 MR so 688 684 680 -100 -40 ------ -CUT = 25.7sf.1 RIM F ---------------- - ------------------- FILL = 44.8sf. CUT = 90.6sf. -- - - - --- - - - - - - - - - - - - - - - - - - - FILL = 23.4sf. X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------- - - - - - - - - - --- - - - - - - - - -- ------------------- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - PC u, __11 EXISTING ------------------------------------ _�j -I IT --------------- c* rm U! Hmq Ve RIF-71 IT EARTHEN FILL z 75% COMPACTION (TYP),,0000"'----'O'-----f------ CUT = 82.5sf. WETLAND INITIATION DkRTHEN FILL- FILL = O.Osf. !N,- Z A " - --CUT = 32.7sf. 75% COMPACTION EARTHEN FILL. FILL = O.Osf. 95% COMPACTION (TYP) 0 (WLIIAND IN IIAIILIIN'l— )5% COMPACTION (TYP) 95% COMPACTION (TYP) Lr) CUT = 54.5sf. FILL = 2.2sf. 777� CUT = 19.4sf. - - - - - - - - FILL = 9.Osf. Lq Ln L6 co - - - - o 00 (.0 ID I 00 c; 00 00 co -------------------------- - On It 8 > J�d 0 c� w 0 M - 0 cq c/) 0 0) N < 00 a- c; Fo co co I I I I I I I I I 100 80 60 40 20 0 1+22.24 688 684 680 -20 MR so 688 684 680 -100 100 688 684 680 40 20 0 0+92.13 -20 -40 Notre 2 M-1 688 684 680 -100 -40 ------ -CUT = 25.7sf.1 RIM F ---------------- - ------------------- FILL = 44.8sf. CUT = 90.6sf. -- - - - --- - - - - - - - - - - - - - - - - - - - FILL = 23.4sf. X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------- - - - - - - - - - --- - - - - - - - - -- ------------------- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - PC u, __11 EXISTING --oo- CUT = 92.Osf. -FILL = O.Osf. _�j -I IT --------------- c* rm U! Hmq Ve EARTHEN FILL (TYP) ---------------- EARTHEN FILL z 75% COMPACTION (TYP),,0000"'----'O'-----f------ CUT = 82.5sf. WETLAND INITIATION DkRTHEN FILL- FILL = O.Osf. !N,- Z A " - --CUT = 32.7sf. 75% COMPACTION EARTHEN FILL. FILL = O.Osf. 95% COMPACTION (TYP) 0 (WLIIAND IN IIAIILIIN'l— )5% COMPACTION (TYP) 95% COMPACTION (TYP) Lr) 0 4 co 00 co Lq Ln L6 co 00 o 00 (.0 ID I 00 100 688 684 680 40 20 0 0+92.13 -20 -40 Notre 2 M-1 688 684 680 -100 100 684 680 40 20 0 0+62.02 -20 -40 -60 CUT = 90.6sf. -- - - - --- - - - - - - - - - - - - - - - - - - - FILL = 23.4sf. X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------- ---------------------------- RIF - ---------- PC u, __11 EXISTING --oo- CUT = 92.Osf. -FILL = O.Osf. _�j -I IT --------------- c* rm U! Hmq Ve SANITARY SEWER (TYP) ---------------- EARTHEN FILL z !N,- Z A " - --CUT = 32.7sf. 75% COMPACTION EARTHEN FILL. FILL = O.Osf. 95% COMPACTION (TYP) 0 (WLIIAND IN IIAIILIIN'l— )5% COMPACTION (TYP) 0 4 co 00 co Lq 00 o 00 100 684 680 40 20 0 0+62.02 -20 -40 -60 -80 ------- < zil Lj --'r %qo c/) — J* Q z ---------------------------- -- ------------------------------------- CUT = 9.5sf. --------------------- FILL = 51.4sf. Z:� ---------- ------------------ ------- < zil Lj --'r %qo c/) — J* Q z RIF - ---------- -LOCATION OF' __11 EXISTING --oo- CUT = 92.Osf. -FILL = O.Osf. _�j -I IT --------------- c* rm U! Hmq Ve SANITARY SEWER (TYP) ---------------- z EARTHEN FILL 95% COMPACTION (TYP) 0 0 4 co 00 co 684 680 100 80 60 40 20 0 -20 -40 -60 PROPOSED GROUND� 0+31 .01 (TYP) STING 15" SANITARY SEWER AERIAL l,o— EX I 684 680 ------------ ------ ------------------------------------------ ------ ------------- ---------- -------------- 6. � < zil Lj --'r %qo c/) — J* Q z RIF - ---------- ------- 2.9 0 v _�j -I IT --------------- c* rm U! Hmq Ve c LU 'A 0 w =2 a 2E C CUT = 48.7sf. -1 CUT = 42.7sf. FILL = 3.3st. FILL = 9.6sf. z 0 Lq o c; 00 00 co 684 680 100 80 60 40 20 0 -20 -40 -60 0+20 FEXISTING GROUND (Typ) SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 60 40 20 2 I EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) aloft 688 684 680 676 -80 688 684 680 -100 6. � < zil Lj --'r %qo c/) — J* Q z ---------- ------- 2.9 0 v RI F -I IT --------------- c* rm U! Hmq Ve c LU 'A 0 w =2 a 2E C .20 IL z -------------------------- - On It 8 > J�d 0 w 0 M - 0 cq c/) 0 < a- c; 00 00 co 60 40 20 2 I EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) aloft 688 684 680 676 -80 688 684 680 -100 6. � < zil Lj --'r %qo c/) — J* Q z z 2.9 0 v gz 5 now., s ci c* rm U! Hmq Ve c LU 'A 0 w =2 a 2E C .20 IL z On It 8 > J�d 0 w 0 M - 0 cq c/) < a- 0 d Z 0 9z U (:) C) C) 04 u C) SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 688 684 680 3+23.45 ----------------- ------------------------------------ - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ----------- -------------- �7 ----- ------------------------------------------------------------------------------ -------------CUT = 53.4sf. FILL = O.Osf. n CUT = 15.2sf. FILL = 21.2sf. -------------------------------- -------------------- <<; C-� CUT = 48.9sf. POOL -FILL = 38.Osf. - --- - - - --- - - - - - - - - - RIF"LE c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. POOL--------------- CUT = 32.Osf. FILL = 50.3sf. - - - - - - - - - - - - --- - - - - - ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ------------- ce al 14 -wl wc U. uq 2i - - - - - - - 3 ----------------- - ------------------------- OF EXISTING E ---------------------- 1 CUT = 0.2sf. FILL = 18.7sf. CUT = 75.4sf. FILL = O.Osf. A loo� Ln c� c� __7 c-4 00 E_ Lo EARIHEN FIL c_� 00 CUT = 0.1sf. FILL = 11.1sf. co co w 957. COMPACTION -MP) cq o o Id ai 00 1-1 X w co co w 0 b U) cq CUT = 81.9sf. u 00 Ki 00 < oo co oo co FILL = O.Osf. u 100 696 692 688 684 680 692 688 684 680 0 MEG 20 0 3+06.64 -20 ISM ISM ISM 688 684 680 -100 60 40 20 0 2+89.84 -20 ISM mm em 692 688 684 680 -100 - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - FILL= 48.4sf. - - - - --- - - - - - - - - -- - - - - - - --- - `7� "LE -------------CUT = 53.4sf. FILL = O.Osf. n CUT = 15.2sf. FILL = 21.2sf. -------------------------------- -------------------- <<; C-� CUT = 48.9sf. POOL -FILL = 38.Osf. - --- - - - --- - - - - - - - - - ------------------ c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. POOL--------------- CUT = 32.Osf. FILL = 50.3sf. - - - - - - - - - - - - --- - - - - - ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ------------- ce al 14 -wl wc U. uq 2i - - - - - - - 3 ----------------- - ------------------------- OF EXISTING E ---------------------- I-LOCATION CUT = 62.5sf. FILL = 0.3sf. A loo� Ln c� c� __7 c-4 00 E_ EARIHEN FIL c_� 00 CUT = 0.1sf. FILL = 11.1sf. co co w 957. COMPACTION -MP) o o Id ai 00 1-1 X w co co w 0 b U) cq CUT = 81.9sf. u 00 < oo co FILL = O.Osf. u Lo d Q c� 0 0 0 O� �o_ c� 00 Ilm-I u co (.0 04 u 60 40 20 0 2+89.84 -20 ISM mm em 692 688 684 680 -100 100 80 60 40 20 0 2+70.83 696 692 688 684 680 -20 696 692 688 684 680 -100 - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - FILL= 48.4sf. - - - - --- - - - - - - - - -- - - - - - - --- - `7� "LE -------------CUT = 53.4sf. FILL = O.Osf. n CUT = 15.2sf. FILL = 21.2sf. R F -------------------- <<; C-� CUT = 48.9sf. POOL -FILL = 38.Osf. - --- - - - --- - - - - - - - - - ------------------ c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. ---------- CUT = 32.Osf. FILL = 50.3sf. - - - - - - - - - - - - --- - - - - - ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ------------- ce al 14 -wl wc U. uq 2i - - - - - - - 3 z 1 0 OF EXISTING E I-LOCATION CUT = 62.5sf. FILL = 0.3sf. SANITARY SEWER P loo� Ln c� c� __7 c-4 00 E_ EARIHEN FIL c_� 00 d z co co w 100 80 60 40 20 0 2+70.83 696 692 688 684 680 -20 696 692 688 684 680 -100 100 692 688 684 680 40 20 0 2+54.39 -20 ISM Im sm 696 692 688 684 680 -100 - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - FILL= 48.4sf. - - - - --- - - - - - - - - -- - - - - - - --- - `7� -------------CUT = 53.4sf. FILL = O.Osf. n R I F L E CUT = 94.lsf. FILL = O.Dsf. < — L'J - - - - - - - — - - - - - - - - - <<; C-� CUT = 48.9sf. POOL -FILL = 38.Osf. - --- - - - --- - - - - - - - - - ------------------ c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. ---------- CUT = 32.Osf. FILL = 50.3sf. - - - - - - - - - - - - --- - - - - - ts .1z A ci ; .:o r a = -� 'd ag w'.W64 - - - --- - - - - - - - ce al 14 -wl wc U. uq 2i - - - - - - - 3 z 1 0 n E CUT = 33.9sf. FILL = O.Osf. loo� Ln c� c� __7 c-4 00 E_ EARIHEN FIL CN d z 957. COMPACTION -MP) o o Id ai 00 1-1 X w co co w 0 b U) 100 692 688 684 680 40 20 0 2+54.39 -20 ISM Im sm 696 692 688 684 680 -100 100 688 684 680 40 20 0 2+37.96 -20 ISM sm sm 692 688 684 680 -100 --------- CUT = 1.6sf. R F - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - FILL= 48.4sf. - - - - --- - - - - - - - - -- - - - - - - --- - ------- -------------CUT = 53.4sf. FILL = O.Osf. n < — L'J <<; C-� CUT = 48.9sf. POOL -FILL = 38.Osf. - --- - - - --- - - - - - - - - - ------------------ c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. ---------- ------------------------------------------ ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ce al 14 -wl wc U. uq 2i (h 3 z 1 0 n E CUT = 33.9sf. FILL = O.Osf. Ln c� c� c-4 00 E_ EARIHEN FIL d z 957. COMPACTION -MP) Id 1-1 X w C) m 0 b U) cq u 00 < oo co 100 688 684 680 40 20 0 2+37.96 -20 ISM sm sm 692 688 684 680 -100 --------- CUT = 1.6sf. R F - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - FILL= 48.4sf. - - - - --- - - - - - - - - -- - - - - - - --- - ------- -------------CUT = 53.4sf. FILL = O.Osf. n < — L'J <<; C-� c� co Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. z oo 688 684 680 100 80 60 40 20 0 -20 -40 60 -80 -100 EXISTING GROUND PROPOSED GROUND (Typ) (Typ) 2+14.81 688 684 680 100 80 60 40 20 0 -20 IS "me Iffirs IS We 688 684 680 -100 ------------ ------- n < — L'J <<; ........ 441 Riff7tE' CUT = 77.4sf.' \ 711, CUT = 1 4sf FILL = O.Osf. FILL = 13.7sf. z ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ce al 14 -wl wc U. uq 2i (h 3 z 1 0 n E Ln c� c� c-4 00 E_ oo 100 80 60 40 20 0 -20 IS "me Iffirs IS We 688 684 680 -100 n < — L'J <<; ........ 441 z ts .1z A ci ; .:o r a = -� 'd ag w'.W64 ce al 14 -wl wc U. uq 2i (h 3 z 1 0 E E_ d z a ga Id 1-1 X w C) m 0 b U) "N u < u Lo d Q c� 0 0 0 Ilm-I u 04 u 1 04 0 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 700 696 692 688 684 680 0 14*6 696 692 688 684 680 700 696 692 688 684 680 4+70. � 7 I------------------------ RIF-�LE --CUT = 47.Osf. - - - -- - - - - - - - - - - RIF-�LE ------------- --CUT = 0.7sf. -FILL = 12.2sf. CUT = 59.4sf. CUT = O.Osf. FILL = 1.9sf. Fl LL = 35.1 sf. - --- - - - - - - - - - - ---- -------------- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - --- - - - - - - - FILL = 11.1sf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - \' - - - - - - - - - - - - - - ------------------ ---------- --------------------------------------- ---------- oor c\j Ln . N� c� 00 oo co z 0 WETLAID INITIATION)-- -95% COMPAC -ION (TYP) EARTHEN FILL -CUT = 75.lsf. 95% COMPACTIO� (TYP) -J FILL = O.Osf. Lo c� ol 00 00 co (D E 75%_ COMPACT" (TYP) CUT = 90.Osf. r_� 00 00 C c� EARTHEN LL �) 00 00 (.0 ID 75% h4p M EA THEN FI I �O.... m 40 20 0 4+44.64 -20 -40 owe call 696 692 688 684 680 -100 m 40 20 0 4+19.12 -20 -40 owe call /Uu 696 692 688 684 680 -100 - - - -- - - - - - - - - - - RIF-�LE ------------- Pu". OL CUT = 59.4sf. CUT = O.Osf. FILL = 1.9sf. Fl LL = 35.1 sf. - --- - - - - - - - - - - ---- -------------- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - --- - - - - - - - ------- ------ ------------------ ---------- --------------------------------------- ---------- oor c\j Ln . N� c� 00 oo co m 40 20 0 4+19.12 -20 -40 owe call /Uu 696 692 688 684 680 -100 80 60 40 20 0 3+86.01 -20 -40 We] call 692 688 684 680 -100 - - - -- - - - - - - - - - - RIF-�LE ------------- CUT = 84.7sf. -CUT = 102.2sf. /--LOCATION OF EXISTING FILL = 39.9sf. FILL = 0.0sf. RIF-�LE --------------------------------------------- CUT = 4.3sf. - - - - - - - - - - - - - - - FILL = 47.lsf. - - - - - - - — - - - - - - - - - - SANITARY SEWER (,ryp) P U- 0 L CUT = 46.7sf. CUT = 90.9sf. FILL = O.Osf. FILL = 38.Osf. ------- ------ ------------------ ---------- --------------------------------------- ---------- oor r -A PT4EN FILL EARTHEN FILL �4 75% Cl MPACTION 'YP VJEARTHEN Fil I z 0 WETLAID INITIATION)-- -95% COMPAC -ION (TYP) EARTHEN FILL -CUT = 75.lsf. 95% COMPACTIO� (TYP) -J FILL = O.Osf. Lo c� ol 00 00 co (D E 75%_ COMPACT" (TYP) CUT = 90.Osf. r_� 00 00 80 60 40 20 0 3+86.01 -20 -40 We] call 692 688 684 680 -100 100 696 692 688 684 680 m w m 20 0 3+66.45 -20 MEG owe call 700 696 692 688 684 680 -100 - - - -- - - - - - - - - - - RIF-�LE - - - - - - - - - CUT = 84.7sf. -CUT = 102.2sf. /--LOCATION OF EXISTING FILL = 39.9sf. FILL = 0.0sf. L'j SANITARY SEWER (,ryp) P U- 0 L CUT = 46.7sf. CUT = 90.9sf. FILL = O.Osf. FILL = 38.Osf. ------- ------ ------------------ ---------- --------------------------------------- ---------- oor r -A PT4EN FILL EARTHEN FILL 0 75% Cl MPACTION 'YP VJEARTHEN Fil I z 0 WETLAID INITIATION)-- -95% COMPAC -ION (TYP) - - - --- Lo c� ol 00 00 co (D 100 696 692 688 684 680 m w m 20 0 3+66.45 -20 MEG owe call 700 696 692 688 684 680 -100 696 692 688 684 680 100 80 60 40 20 0 -20 -40 -60 -80 -100 PROPOSED GROUND 3+46.89 FEXISTING GROUND (Typ)� / (Typ) UZ7/- 688 684 680 - - CUT = 62.3sf. - - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ------------------------------------------ L'j P U- 0 L CUT = 46.7sf. CUT = 90.9sf. FILL = O.Osf. FILL = 38.Osf. (h z p ZO Ic r -A PT4EN FILL c uj tj -2 Co 2i 0 Mi z 0 - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - E 75%_ COMPACT" (TYP) CUT = 90.Osf. EARTHEN LL (W17T lHLN FILL FILL = O.Osf. ND INITIATIQN)L�X 75% h4p M EA THEN FI I �O.... (WETI k-95% COMPACTION (TYP) 00 00 d z 00 co 4b Eno 00 00 d 00 co 0 m 696 692 688 684 680 100 80 60 40 20 0 -20 -40 -60 -80 -100 PROPOSED GROUND 3+46.89 FEXISTING GROUND (Typ)� / (Typ) UZ7/- 688 684 680 - - CUT = 62.3sf. - - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - --i rn L'j - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- FILL = 47.8sf. R I F (h z p ZO Ic r -A PT4EN FILL c uj tj -2 Co 2i 0 Mi z 0 E 75%_ COMPACT" (TYP) CUT = 90.Osf. (W17T lHLN FILL FILL = O.Osf. ND INITIATIQN)L�X 95% COMP TION (TYP) 00 00 d z 00 co 4b Eno 100 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) owe owe call u u Z_ 688 684 680 -100 7 % --i rn L'j z p ZO Ic uj W., c uj tj -2 Co 2i 0 Mi z 0 E d z On 4b Eno d 0 0 m 0 04 b c/) 0 0 Ln 0 d 1 Z cy) 0 co U con u SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 700 696 692 688 684 680 5+57.60 80 704 700 696 692 688 684 680 MM ali 20 0 5+44.90 -20 -40 W101 W.El 700 696 692 688 684 680 -100 Ems! 17 RIF LE /—LOCATION OF :–*XISTING Z Qf .Q _J pe) SANITARY SEW --_R (TYP) ------------------- S -CUT = 39.1sf. FILL = 6.9sf. Q Z - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - POOL 17 CUT = 12.Osf. T HLL = 17.1sf. - - - - - - - --- - - r 0 ts zo RIF LE 0 00 1000 (D .s L4 �o wd RIF LE CUT = 55.6sf. FILL = 3.2sf. f FA z 0 CUT = 30.3sf. FILL = 11.3sf. (Typ) --CUT = O.Osf. FILL = 24.2sf. CUT = 11.7sf. FILL = 17.Osf. CUT = 47.3sf. FILL = 2.7sf. - - - - - - - - - - - - - - - - - = 4.9sf. CUT = 23.4sf. FILL = 17.9sf. FILL = 13.4sf. - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- -CUT ____�,00000 --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - �_ — 1 / 0 N;:k 71 u b U) C) u 195% COMRkCTION (TYP) li 00 Lo Lq co co 80 704 700 696 692 688 684 680 MM ali 20 0 5+44.90 -20 -40 W101 W.El 700 696 692 688 684 680 -100 80 704 700 696 692 688 684 680 MM ME 20 0 5+28.26 -20 -40 W101 W.El 704 700 696 692 688 684 680 -100 Ems! 17 RIF LE /—LOCATION OF :–*XISTING Z Qf .Q _J pe) SANITARY SEW --_R (TYP) ------------------- S -CUT = 39.1sf. FILL = 6.9sf. Q Z - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - 17 CUT = 12.Osf. T HLL = 17.1sf. - - - - - - - --- - - r 0 ts zo RIF LE 0 00 1000 (D .s L4 �o wd RIF LE CUT = 55.6sf. FILL = 3.2sf. f FA z 0 (Typ) CUT = 11.7sf. FILL = 17.Osf. CUT = 47.3sf. FILL = 2.7sf. - - - - - - - - - - - - - - - - - = 4.9sf. CUT = 23.4sf. FILL = 17.9sf. FILL = 13.4sf. - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -CUT --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - �_ — 1 / 0 N;:k 71 u b U) C) u 195% COMRkCTION (TYP) co co 00 co Lo 80 704 700 696 692 688 684 680 MM ME 20 0 5+28.26 -20 -40 W101 W.El 704 700 696 692 688 684 680 -100 80 / ult 700 696 692 688 684 680 M0 ME 20 0 5+11.63 -20 -40 W-111 W.El 704 700 696 692 688 684 680 -100 Ems! 17 RIF LE /—LOCATION OF :–*XISTING Z Qf .Q _J pe) SANITARY SEW --_R (TYP) ------------------- S -CUT = 39.1sf. FILL = 6.9sf. Q Z - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - CUT = 12.Osf. T HLL = 17.1sf. - - - - - - - --- - - r 0 ts zo r 0 00 1000 (D 80 / ult 700 696 692 688 684 680 M0 ME 20 0 5+11.63 -20 -40 W-111 W.El 704 700 696 692 688 684 680 -100 / U_� 700 696 692 688 684 680 80 60 40 20 0 -20 -40 -60 -80 -100 5+02.75 EXISTING GROUND /Uu 696 692 688 684 680 Ems! 4% A / (TYP) Z Qf .Q _J pe) %)�N 0 ------------------- S Q Z - 7 r 0 ts zo r .s L4 �o wd RIF LE CUT = 55.6sf. FILL = 3.2sf. f FA z 0 (Typ) CUT = 11.7sf. FILL = 17.Osf. CUT = 47.3sf. FILL = 2.7sf. - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - fCUT 11 R -f rILL 19.6sf. - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - �_ — 1 / 0 N;:k 71 u b U) C) u 195% COMRkCTION (TYP) cq u Lf) 0 cq n 00 L000 f�D 0 C5 / U_� 700 696 692 688 684 680 80 60 40 20 0 -20 -40 -60 -80 -100 5+02.75 EXISTING GROUND /Uu 696 692 688 684 680 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) -40 sm sm /Uu 696 692 688 684 680 -100 Ems! 4% A / (TYP) Z Qf .Q _J pe) %)�N 0 ------------------- S Q Z - RIF 7 LE r 0 ts zo r .s L4 �o wd PROPOSED GROUND -1 CUT = 55.6sf. FILL = 3.2sf. f FA z 0 (Typ) - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - fCUT 11 R -f rILL 19.6sf. '.Q. ha In ZZ7 0 m EARTHEN F LL u b U) C) u 195% COMRkCTION (TYP) cq u Lf) 0 0 C5 0 00 to 00 co co 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) -40 sm sm /Uu 696 692 688 684 680 -100 Ems! 4% A Z Qf .Q _J pe) %)�N 0 < ;T) C-) .n Ljj.,;I- S Q Z - r 0 ts zo r .s L4 �o wd I u LIJ I W.(j -C 2! a f FA z 0 '.Q. ha In ZZ7 0 m C*4 u b U) C) u u Lf) 0 0 C5 0 to SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 696 692 688 684 704 700 696 692 688 684 6+76.64 a elm 40 20 0 6+61.64 —20 —40 owe] one] 704 700 696 692 688 684 —100 ---------------------- POOL 'E_ -------- -------------------------- POOL CUT i = O.Osf. CUT = 12. i 6sf. FILL = 18.7sf. FILL = 15.7sf - - - - - - - - - - - - - - - - - -- - - - - - - -------------- --------------------------- R 1 F F L 1 CUT = 13.5sf. CUT = O.Osf. Fl LL = 18.10. FILL = 62.2sf. - - - - - - - - - - - - - - - - ---------------- - - - - - - ---- L - - - - - - RIFFLE CUT = 54.6sf. FILL = 65.9sf. 00 p 00 10 a elm 40 20 0 6+61.64 —20 —40 owe] one] 704 700 696 692 688 684 —100 100 700 696 692 688 684 680 40 20 0 6+33.07 —20 —40 owe] Ems] 696 692 688 684 —100 'E_ -------- -------------------------- POOL RIFFLE R 1 F F L 1 CUT = 13.5sf. CUT = O.Osf. Fl LL = 18.10. FILL = 62.2sf. - - - - - - - - - - - - - - - - ---------------- - - - - - - ---- L - - - - - - RIFFLE CUT = 54.6sf. FILL = 65.9sf. CUT = 52.3sf. FILL = O.Osf. --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVE W. -------- ------------ 4-- - - - - - - - - - - - - - - - - ------------- 1 - ---------- E EARTHEN FILL -------------- y 95% COMPACTION (Typ) _/ ---------- CUT = 70.8sf. FILL = 0.0st — — — — — — — I P 75% COMRkCTION mr� ------------------------------ (WEILAND—INIIIA11UN) CUT = 68.5sf. FILL = 112.6sf. /T\ cl� 0 p 4 co 00 (o cl� Lo 00 co (D 100 700 696 692 688 684 680 40 20 0 6+33.07 —20 —40 owe] Ems] 696 692 688 684 —100 100 708 704 700 696 692 688 684 680 40 20 0 6+1 3.95 —20 —40 owe call 700 696 692 688 684 680 —100 . ......... -------- -------------------------- POOL RIFFLE - - - - - - ---- L - - - - - - RIFFLE CUT = 54.6sf. FILL = 65.9sf. CUT = 52.3sf. FILL = O.Osf. — OVE W. ----------- ------------- --- ---------------------------------------- ---------- E EARTHEN FILL -------------- z—LOCATION OF EXISTING 95% COMPACTION (Typ) _/ ---------- CUT = 70.8sf. FILL = 0.0st P 75% COMRkCTION mr� ------------------------------ (WEILAND—INIIIA11UN) CUT = 68.5sf. FILL = 112.6sf. /T\ cl� cl� Lo 00 co (D C -A RTHEKI F-11 I MIN. 10 00 - - - - - - - - - - - - - - - - - --- -7 if C-OhAPACTI -- 3:1 P) (D ------- EAR N FI LL TLAND INITI ON) 'THE '--95�,OO.' COMPACTION (TYP) d z 00 O� o 00 C31 �D - -_ 'HEN 0% - --rlllmlN- :; a qa :m ..... > Ad EA FILL - -_ 75% COMPACTION (TYP) : y 3:1 m 04 u b cn (Wm D INITIATION)L�X EARTHEN FILL 990'D COMPACTION (TYP) C5 m Lo cq Lo 00 100 708 704 700 696 692 688 684 680 40 20 0 6+1 3.95 —20 —40 owe call 700 696 692 688 684 680 —100 100 700 696 692 688 684 680 40 20 0 5+94.82 —20 —40 owe call 708 704 700 696 692 688 684 680 —100 . ......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - _CUT = O.Osf. FILL = 94.6sf. (T) POOL RIFFLE - - - - - - ---- L - - - - - - z CUT = 54.6sf. FILL = 65.9sf. CUT = 52.3sf. FILL = O.Osf. mo 0.5 ,, 4R OVE W. ----------- ------------- --- ---------------------------------------- ---------- E EARTHEN FILL -------------- z—LOCATION OF EXISTING 95% COMPACTION (Typ) _/ ---------- SANITARY SEWER _MP) CUT = 73.2sf. CUT = 30.5sf. FILL = 64.9sf. FILL = O.Osf. P 75% COMRkCTION mr� ------------------------------ (WEILAND—INIIIA11UN) /T\ cl� cl� Lo 00 co (D C -A RTHEKI F-11 I MIN. 10 00 -7 if C-OhAPACTI -- 3:1 P) (D ------- EAR N FI LL TLAND INITI ON) 'THE '--95�,OO.' COMPACTION (TYP) d z 00 O� o 00 C31 �D 100 700 696 692 688 684 680 40 20 0 5+94.82 —20 —40 owe call 708 704 700 696 692 688 684 680 —100 100 80 60 40 20 PROPOSED GROUND� (TYP) 692 688 684 680 0 —20 EXISTING GROUND (TYP) 5+70.30 —40 owe call 700 696 692 688 684 680 —100 . ......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - _CUT = O.Osf. FILL = 94.6sf. (T) Rlf FLE - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - RIFFLE - - - - - - ---- L - - - - - - z CUT = 54.6sf. FILL = 65.9sf. CUT = 52.3sf. FILL = O.Osf. mo 0.5 ,, 4R OVE W. ----------- ------------- --- ---------------------------------------- ---------- E EARTHEN FILL -------------- 95% COMPACTION (Typ) _/ EARTHEN F LL P 75% COMRkCTION mr� (WEILAND—INIIIA11UN) cl� cl� Lo 00 co (D 100 80 60 40 20 PROPOSED GROUND� (TYP) 692 688 684 680 0 —20 EXISTING GROUND (TYP) 5+70.30 —40 owe call 700 696 692 688 684 680 —100 100 80 60 40 20 —20 EXISTING CENTERLINE10 PROPOSED CENTERLINE —40 110-6 W09 692 688 684 680 —100 . ......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - _CUT = O.Osf. FILL = 94.6sf. (T) Rlf FLE - - --- - - - - - - - - --- - - - - - - - - - - - - - - - - - ---------------- - - - - - - ---- L - - - - - - z 0 p ;' I ZO mo 0.5 ,, 4R OVE W. c Lu 2i 0 0 --- CUT = 46.8sf. FILL = 1.Osf. E EARTHEN FILL -------------- 95% COMPACTION (Typ) _/ 6 cl� 10 00 (D 100 80 60 40 20 —20 EXISTING CENTERLINE10 PROPOSED CENTERLINE —40 110-6 W09 692 688 684 680 —100 . ......... _j < P < C) :v) LiJ Z- 0 cl) 0 0 %Q� z 0 p ;' I ZO mo 0.5 ,, 4R OVE W. c Lu 2i 0 0 E 6 d z 0% CAI :; a qa :m ..... > Ad 0 0 m 04 u b cn Ln 0 0 d I Z 0) rTl 0.1 0 0 0 0.1 0. CID U P4 u pq W 04 C) u qv 0 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 692 688 684 7+84.92 100 80 60 40 20 0 7+69.20 696 692 688 684 —20 —40 692 688 684 —100 EAR'rHEN FILL I CUT= O.Os . FILL = 79.Osf. RIFFLE CUT = 68.Osf. FILL = O.Osf. ---------------------- 114% 'y' ------ ------------------------------------- -------- --------------- T ------------- ------------ ------------------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- -------------- ---------------- ---------------------------------------- ------------------------------------------- 110 ,=—LOCATION OF EXIST114G ro 0.5 J ------ 0 -� W s ot uj ow v cd IL! c u Lu A SANITARY SEWER LP'P) CUT = 63.Osf. FILL = 89.2sf. EARTHEN FILL 704 CUT = 31.lsf. ------------------- PROPOSED G�OUND-j - - - - - - - - - - - - - - - - - - - - - - 75% COIVI�ACTION (TYP) - - - - - - EARTHE14 FILL EARIHLN FILL TYP CUT = 25.8sf YP) FILL = 0.6sf. / (WETLA N INITIATION Lq r- 00 (o FILL = O.Osf. ----------- ------------------------------------------------- CUT = O.Osf. FILL = 106.3sf. Ln co 00 - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- ------------------- QO EARIHEN FU - ----------------- (.0 c� 0) (.0 00 r__ 75% COM CTIO (TYP)i .......... > co 00 ol (.0 10 0 m 00 co IN, 100 80 60 40 20 0 7+69.20 696 692 688 684 —20 —40 692 688 684 —100 100 696 692 688 684 20 0 7+53.47 —20 —40 ISM ISM 696 692 688 684 —100 EAR'rHEN FILL 1 = 51.1 sf. CUT = 68.Osf. FILL = O.Osf. ---------------------- 114% 'y' --CUT 957, COMPACTIO (TYP) CUT = 25.7sf. RIFFLE FILL = O.Osf. - - - - - - - - - - - FILL = 119.Osf. - - - - - - --- - - - - - - - CUT = 68.6sf. RIFFLE FILL = 120.7sf. - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- -------------- ---------------- ---------------------------------------- ------------------------------------------- 110 ,=—LOCATION OF EXIST114G ro 0.5 J ------ 0 -� W s ot uj ow v cd IL! c u Lu A SANITARY SEWER LP'P) CUT = 63.Osf. FILL = 89.2sf. EARTHEN FILL 704 _;��EMRTHEN FILL ------------------- PROPOSED G�OUND-j - - - - - - - - - - - - - - - - - - - - - - 75% COIVI�ACTION (TYP) 95% COMPACTION (TYP) EARTHE14 FILL EARIHLN FILL TYP CUT = 25.8sf YP) FILL = 0.6sf. / (WETLA N INITIATION Lq r- 00 (o 95% COMPACTION (TYP)--::::' 75% COMPACTION kITF) ----------- ------------------------------------------------- 100 696 692 688 684 20 0 7+53.47 —20 —40 ISM ISM 696 692 688 684 —100 100 700 696 692 688 684 20 0 7+39.52 —20 —40 ISM ISM 696 692 688 684 —100 CUT = 68.Osf. FILL = O.Osf. ---------------------- 114% 'y' - CUT = 68.6sf. RIFFLE FILL = 120.7sf. <r :V) C-) v) LLJ RIFFLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POOL ------- -------------- ---------------- ---------------------------------------- ------------------------------------------- 110 ,=—LOCATION OF EXIST114G ro 0.5 J 0 -� W s ot uj ow v cd IL! c u Lu A SANITARY SEWER LP'P) CUT = 63.Osf. FILL = 89.2sf. CUT = 64.2sf. Fl LL = O.Osf. 3 ------------------- PROPOSED G�OUND-j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EARTHE14 FILL EARIHLN FILL TYP CUT = 25.8sf YP) FILL = 0.6sf. / "lloo, 95% COMPACTION (TYP)--::::' 75% COMPACTION kITF) ----------- ------------------------------------------------- CUT = O.Osf. FILL = 106.3sf. Ln co 00 - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- 100 700 696 692 688 684 20 0 7+39.52 —20 —40 ISM ISM 696 692 688 684 —100 100 704 700 696 692 688 684 20 0 7+25.56 —20 —40 ISM ISM 7 0 0 696 692 688 684 —100 Ems! ANN ---------------------- 114% 'y' - <r :V) C-) v) LLJ RIFFLE RIFFLE POOL - -- ---- CUT = 71.4sf. CUT = 28.8sf. FILL = 74.2sf. FILL = O.Osf. 110 ,=—LOCATION OF EXIST114G ro 0.5 J 0 -� W s ot uj ow v cd IL! c u Lu A SANITARY SEWER LP'P) CUT = 63.Osf. FILL = 89.2sf. CUT = 64.2sf. Fl LL = O.Osf. 3 ------------------- PROPOSED G�OUND-j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP CUT = 25.8sf YP) FILL = 0.6sf. / "lloo, -------------------------------------------- ----------- ------------------------------------------------- CUT = O.Osf. FILL = 106.3sf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- ------------------- EARIHEN FU - ----------------- (.0 c� 0) (.0 00 100 704 700 696 692 688 684 20 0 7+25.56 —20 —40 ISM ISM 7 0 0 696 692 688 684 —100 100 80 60 40 20 0 6+91.64 704 700 696 692 688 684 —20 —40 ISM no 704 700 696 692 688 684 —100 Ems! ANN 114% 'y' % <r :V) C-) v) LLJ RIFFLE RIFFLE (D 110 ,=—LOCATION OF EXIST114G ro 0.5 J 0 -� W s ot uj ow v cd IL! c u Lu A SANITARY SEWER LP'P) CUT = 63.Osf. FILL = 89.2sf. CUT = 64.2sf. Fl LL = O.Osf. 3 z 0 PROPOSED G�OUND-j r -EXISTING GROUND E TYP CUT = 25.8sf YP) FILL = 0.6sf. / -------------------------------------------- ----------- ------------------------------------------------- CUT = O.Osf. FILL = 106.3sf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- EARIHEN FU - ----------------- 75% COM CTIO (TYP)i .......... > 00 ol (.0 10 0 100 80 60 40 20 0 6+91.64 704 700 696 692 688 684 —20 —40 ISM no 704 700 696 692 688 684 —100 100 80 60 40 20 0 —20 EXISTING CENTERLINEI PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) —40 ISM no 704 700 696 692 688 684 —100 I Ems! ANN 114% 'y' % <r :V) C-) v) LLJ RIFFLE (D 110 (s zo s ro 0.5 J 0 -� W s ot uj ow v cd IL! c u Lu A IL 3 z 0 PROPOSED G�OUND-j r -EXISTING GROUND E TYP CUT = 25.8sf YP) FILL = 0.6sf. / CUT = O.Osf. FILL = 106.3sf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- d z .......... > 0 m ol �i 00 coll 00 co 100 80 60 40 20 0 —20 EXISTING CENTERLINEI PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) —40 ISM no 704 700 696 692 688 684 —100 I Ems! ANN 114% 'y' % <r :V) C-) v) LLJ (D 110 (s zo s ro 0.5 J 0 -� W s ot uj ow v cd IL! c u Lu A IL 3 z 0 E d z .......... > 0 m 04 u b cn IN, u u 0 d 1 4 0) a m 0 � w 0 U 04 u pq 4 C) u SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 696 692 688 684 9+39.87 R I FF Ft -E -CUT = 38.5sf. - - - - - - - - - - -- - CUT = 2.4sf. FILL = O.Osf. ---------- 4 ----- FILL = 108.2sf. - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -------------------- 00 cq 00 a, 00 00 co 100 80 60 40 20 0 9+14.75 696 692 688 684 680 -20 1 We I M-1 696 692 688 684 -100 100 700 696 692 688 684 20 0 8+87.34 -20 MCI I We 696 692 688 684 -100 PROPOSED GROUND-� r -EXISTING GROUND (Typ) P LCJ 0 L TYP) RIFFLE CUT = 44.3sf. R I FF FL r- CU� = 41.7sf. FILL = O.Osf. CUT =44.Osf. FILL O.Osf. - - - - - - - --- - - - LOCATIO 1C., F EXISTING- -u SANITARY 0 D"Em ci CUT = 53.3sf. FILL = 47.Osf. - - - - - - a .0 = IL ui -------- FILL = 242.2sf. ----------------------------- ------------------------------------- ------------------------ CUT = O.Osf. FILL = 39.6sf - — — ---- - - - - ------------------------- ----------- (Typ) ------- --- ------------ -- v --EARTHEN FILL COG EARTHEN FILL ----------- --------------- 95% COMPACTION �TYP) 75% COMPACTION (TYP) ----------------- co :mm— 1 1 1 1 1 1 1 1 06 00 WETLAND INITIATION) ------- %�' ----------------- ------------------------ I 00 d IN 0% z 1� it M 00 0 00 0 C-4 -0 cn Y, 100 700 696 692 688 684 20 0 8+87.34 -20 MCI I We 696 692 688 684 -100 100 696 692 688 684 We M-1 all 20 0 8+59.94 -20 M, re I We 700 696 692 688 684 -100 PROPOSED GROUND-� r -EXISTING GROUND (Typ) P LCJ 0 L TYP) RIFFLE EARTIEN FILL RIFFLE CUT = 35.3sf. FILL = 62.2sf. CUT =44.Osf. FILL O.Osf. - - - - - - - --- - - - LOCATIO 1C., F EXISTING- -u SANITARY 0 D"Em ci CUT = 53.3sf. FILL = 47.Osf. - - - - --- .0 = IL ui -------- (W -AND INITIATION) ------------------------------------- ------------------------ CUT = O.Osf. FILL = 39.6sf - — — ---- - - - CUT = 17.6sf. FILL = O.Osf. ----------- --- -- ---------- --------------------------------------- -- v --EARTHEN FILL COG EARTHEN FILL ----------- --------------- 95% COMPACTION �TYP) 75% COMPACTION (TYP) co 00 co 10. 1 1 1 1 1 1 1 1 06 00 WETLAND INITIATION) ------- %�' ----------------- ------------------------ I 00 d 0% z it M 0 0 M 0 C-4 -0 cn IN ?0- Y, . 00 10 (.0 100 696 692 688 684 We M-1 all 20 0 8+59.94 -20 M, re I We 700 696 692 688 684 -100 100 80 60 40 20 0 8+23.93 700 696 692 688 684 -20 1 We I We 696 692 688 684 -100 PROPOSED GROUND-� r -EXISTING GROUND (Typ) P LCJ 0 L TYP) RIFFLE EARTIEN FILL RIFFLE CUT = 35.3sf. FILL = 62.2sf. CUT =44.Osf. FILL O.Osf. - - - - - - - --- - - - --- ----------------------- ci 75% COMPACTION (TYP) - - - - --- .0 = IL ui -------- (W -AND INITIATION) ------------------------------------- ------------------------ CUT = O.Osf. FILL = 39.6sf - — — ---- - - - - - - - - - - ----------- --- -- ---------- --------------------------------------- -- COG EARTHEN FILL ----------- --------------- 95% COMPACTION �TYP) co 00 co 10. 1 1 1 1 1 1 1 1 06 00 100 80 60 40 20 0 8+23.93 700 696 692 688 684 -20 1 We I We 696 692 688 684 -100 100 696 692 688 684 We all 20 0 8+04.42 -20 =I re I We 700 696 692 688 684 -100 PROPOSED GROUND-� r -EXISTING GROUND (Typ) P LCJ 0 L TYP) RIFFLE CUT = 44.2sf FILL = O.Osf. z ---- CUT = 11.4sf. --- ----------------------- ci ------------------ w � a 2E c .0 = IL ui - - - - - - - - - - - - - FILL = 84.9sf. -4 - - - - - - I - - - - ------------------ ------------------------------------- ------------------------ CUT = O.Osf. FILL = 39.6sf - — — ---- - - - - - - - - - - CUT = 24.Osf. rILL = 6.3sf. -- COG EARTHEN FILL 95% COMPACTION �TYP) co 00 co 10. 1 1 1 1 1 1 1 1 I 00 d 100 696 692 688 684 We all 20 0 8+04.42 -20 =I re I We 700 696 692 688 684 -100 100 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 1 We wire I Mle 696 692 688 684 -100 PROPOSED GROUND-� r -EXISTING GROUND (Typ) P LCJ 0 L TYP) z ---- --- ----------------------- ci ------------------ w � a 2E c .0 = IL ui z CUT = O.Osf. FILL = 39.6sf - — — ---- - - - - - - - - - - CUT = 24.Osf. rILL = 6.3sf. COG FZ yi 00 00 co 10. 1 1 1 1 1 1 1 1 100 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 1 We wire I Mle 696 692 688 684 -100 1 . ......... <:Cn z: s Lij x cn — Q z z 14. cs gz .s r..o,,O,, ci 12 w � a 2E c .0 = IL ui z COG I d 0% z it M 0 0 M 0 C-4 -0 cn < LO 0 d Z 0 CQ C) 04 c 04 04 C) SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 700 696 692 688 684 10+43.47 100 80 60 40 20 0 10+21.05 700 696 692 688 684 -20 sm sm no 700 696 692 688 684 -100 F -TIE RIFFI F CU T = O.Osf. CUT = 17.6si. - - - - - - - - - FILL = 25.7sf. FILL = 5.3sf - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ------------ -------- T --------------- 00 co 0� 10 00 00 4 1 S RIFFI F LOCATION OF EXIST114G CUT = 13.8sf. - - - - - - - — - - - FI LL = 30.4sf. - - - - - - - - - — -------------------------- CUT = O.Osf. RIFFI F FILL = 12.1sf. FILL = 19.8sf. CUT = O.Osf. CUT = 43.9sf. FILL = 19.9sf. FILL = O.Osf. SANITARY SEWER (T) fp) FILL = 22.2sf. ts z ----------- - - - - - - - - - - - - - - - - - - - - - — -------------------- PROPOSED,GROUND FLE - - - - - - - - - - - - - - - - - - - - - - - - -- - z 0 ---------------------------- ----------------------------------------- ---------- ---------------------- (Typ)— (TYP) .... ... cb T 0� 00 CUT = 2.9sf. FILL = 16.5sf. --------------- -------------- 10 00 ------------- -------------- --------- 00 (o ---------- ------ On :m CAI 0-0 mm EEO 00 c� 00 00 (o ZZ7 .......... r- CO 00 CUT = 27.2sf. -CUT = O.Osf. -------------- FILL = 9.6sf. FILL = 19.5sf. 100 80 60 40 20 0 10+21.05 700 696 692 688 684 -20 sm sm no 700 696 692 688 684 -100 100 80 60 40 20 0 10+10.26 700 696 692 688 684 -20 I Me wirs 2 Me 700 696 692 688 684 -100 F -TIE RIFFI F CU T = O.Osf. CUT = 17.6si. - - - - - - - - - FILL = 25.7sf. FILL = 5.3sf - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ------------ -------- T --------------- 00 co 0� 10 00 00 100 80 60 40 20 0 10+10.26 700 696 692 688 684 -20 I Me wirs 2 Me 700 696 692 688 684 -100 100 /Uu 696 692 688 684 we IN 20 0 9+99.47 -20 sm im sm 700 696 692 688 684 -100 F -TIE TO EXISTING SEWER LATERAL CUT = O.Osf. RIF ,—PRCPOSED SANITARY SERVICE (AERIAL) I _J J�r) <;T) LiJ 4 1 S RIFFI F - - - - - - - — - - - FI LL = 30.4sf. - - - - - - - - - — - - - - - - - - - CUT = O.Osf. RIFFI F FILL = 12.1sf. FILL = 19.8sf. CUT = O.Osf. CUT = 43.9sf. FILL = 19.9sf. FILL = O.Osf. - - - - - - - - - - --- - - - ts z ----------- - - - - - - - - - - - - - - - - - - - - - — PROPOSED,GROUND EXISTING GIR - - - - - - - - - - - - - - - - - - - - - - - - -- - z 0 ---------------------------- --------------- ------------------------------------ E (Typ)— (TYP) .... ... cb T 0� 00 -------------- 10 00 ------------- -------------- --------- 00 (o ---------- ------ On :m CAI 0-0 mm EEO 00 c� 00 00 (o ZZ7 .......... 100 /Uu 696 692 688 684 we IN 20 0 9+99.47 -20 sm im sm 700 696 692 688 684 -100 100 80 60 40 20 0 9+86.08 696 692 688 684 -20 =IF@ MOTI] U-Tol /Uu 696 692 688 684 -100 ---------------------- F -TIE TO EXISTING SEWER LATERAL CUT = O.Osf. RIF ,—PRCPOSED SANITARY SERVICE (AERIAL) I _J J�r) <;T) LiJ 4 1 S V) 0 - - - - - - - — - - - FI LL = 30.4sf. - - - - - - - - - - POOL CUT = O.Osf. RIFFI F FILL = 12.1sf. FILL = 19.8sf. - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - ts z ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- PROPOSED,GROUND EXISTING GIR - - - - - - - - - - - z 0 E EART EN FILL ---------- —CUT = 28.Bsf. 95% tOMPACTION (TYP) -J FILL = 2.Bsf. E (Typ)— (TYP) .... ... 0� 00 -------------- 10 00 -------------- --------- 00 (o 100 80 60 40 20 0 9+86.08 696 692 688 684 -20 =IF@ MOTI] U-Tol /Uu 696 692 688 684 -100 ---------------------- Ems! I CUT = 28.8sf. I _J J�r) <;T) LiJ 4 1 S V) 0 - - - - - - - - - - POOL CUT = O.Osf. RIFFI F FILL = 12.1sf. FILL = 19.8sf. r ts z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- PROPOSED,GROUND EXISTING GIR - - - - - - - - - - - z 0 E (Typ)— (TYP) .... ... -------------- -------------- --------- ----------------------------- ---------- ------ On :m CAI 0-0 mm EEO In ZZ7 .......... CUT = 27.2sf. -CUT = O.Osf. -------------- FILL = 9.6sf. FILL = 19.5sf. 0 10 c� 00 04 u b U) C) (o 00 1000 (D cy) 16 00 00 (o 100 80 60 40 20 0 9+62.98 / U_� 700 696 692 688 684 -20 sm so no 696 692 688 684 -100 100 80 60 40 20 0 -20 EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) m Me wirs m M-1 / U -t- 700 696 692 688 684 -100 Ems! sell I _J J�r) <;T) LiJ 4 1 S V) 0 POOL L) z r ts z u! DIM PROPOSED,GROUND EXISTING GIR KID z 0 E (Typ)— (TYP) .... ... -------------- -------------- --------- ----------------------------- ---------- ------ On :m CAI 0-0 mm EEO In ZZ7 .......... CUT = 27.2sf. -CUT = O.Osf. -------------- FILL = 9.6sf. FILL = 19.5sf. 0 m 04 u b U) C) cy) 16 00 00 (o 100 80 60 40 20 0 -20 EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) m Me wirs m M-1 / U -t- 700 696 692 688 684 -100 Ems! sell I _J J�r) <;T) LiJ 4 1 S V) 0 L) z r ts z u! DIM u 1101. CI'S z 0 E On :m CAI 0-0 mm EEO In ZZ7 .......... 0 m 04 u b U) C) u ul 0 0 0) 0 of 0 of. to u u 0 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 704 700 696 692 688 11+86 100 704 700 696 692 688 684 Me, ?.us Kr. 6, 20 0 10+96 —20 —40 Iffirs m M-1 704 700 696 692 688 —100 - - - - - - - - - - - - - I - CUT = 211.2sf. - - - - - - - - - - --- - - - FILL = O.Osf. CUT = 92.Osf. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIF -_LE I 'y . ......... eA - - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - - - _ FILL = O.Osf. - - - - - - - --- - - - - - - - - --- - - - -CUT = O.Osf. PROPOSED PROUND--� RIFFLE -� ---------------- - - - - - (Typ) z - - - - - - - FILL = 0. sf. Tftw 0 -n --CUT = 14.1sf. FILL = 17.8sf. - ----------------------- z d - - - - - - - - - - - - - - - - E cq c u F -EXISTING GROUND 0 c� o 00 co -CUT = O.Osf. FILL = 61.1 sf. HL't SANITARY SEWER (TYP) (o F� 0') CUT = 0.9sf. � CUT V 3 . _ _FILL FILL = 31.7sf. CUT = 1.2sf. FILL = 25.6sf. Lit'. (o 00 ci 00 10 100 704 700 696 692 688 684 Me, ?.us Kr. 6, 20 0 10+96 —20 —40 Iffirs m M-1 704 700 696 692 688 —100 - - - - - - - - - - - - - I - CUT = 211.2sf. - - - - - - - - - - --- - - - FILL = O.Osf. - - - - - - - - - - - - - - - - - - - -- *oil RIF -_LE I 'y . ......... eA 7§QU T 20.8sf. �-3 5 s f. - - - - - - - - - - - - - - - - - - - - :v) < U v) I.Lo LjJ S PROPOSED PROUND--� RIFFLE -� ---------------- - - - - - (Typ) z --CUT = 14.1sf. FILL = 17.8sf. - ----------------------- z d - - - - - - - - - - - - - - - - E cq c u F -EXISTING GROUND 0 c� o 00 co 100 80 60 40 20 0 10+77.44 704 700 696 692 688 684 —20 ----------- ---------------------- RIF -_LE CUT = O.Osf. CUT = 14.6sf. )\N FILL = 62.9sf. FILL = 17.8sf. ----------- Z� EARTHEN FILL 95% CO OPACTION (T)'P) 00 16 00 co co 100 80 60 40 20 0 10+74.26 704 700 696 692 688 684 —20 ISM —40 ISM Me] ISM m M-1 704 700 696 692 688 684 —100 704 700 696 692 688 684 —100 100 80 60 40 20 0 10+59.80 704 700 696 692 688 684 —20 ISM ISM sm 704 700 696 692 688 684 —100 Ems! *oil RIF -_LE I 'y . ......... eA ------- :v) < U v) I.Lo LjJ S PROPOSED PROUND--� RIFFLE '"I'A I I IRV (Typ) z --CUT = 14.1sf. FILL = 17.8sf. - ----------------------- z d - - - - - - - - - - - - - - - - E cq c u F -EXISTING GROUND -CUT = O.Osf. FILL = 61.1 sf. SANITARY SEWER (TYP) (o F� 0') CUT = 0.9sf. � CUT V 3 . _ _FILL FILL = 31.7sf. CUT = 1.2sf. FILL = 25.6sf. (o 00 00 10 100 80 60 40 20 0 10+59.80 704 700 696 692 688 684 —20 ISM ISM sm 704 700 696 692 688 684 —100 100 80 60 40 20 0 —20 EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) —40 a -lei I MM 704 700 696 692 688 684 —100 Ems! *oil I 'y . ......... eA ------- :v) < U v) I.Lo LjJ S %i -o RIFFLE '"I'A I I IRV z z d cq c u F -EXISTING GROUND LOCATIOq OF EXISTING (TYP) SANITARY SEWER (TYP) CUT = 0.9sf. � CUT V 3 . _ _FILL FILL = 31.7sf. CUT = 1.2sf. FILL = 25.6sf. d On :u ab 'UQ 0-9 ub - - - - - - - - - - - - - - - - - - - d o m u b 0') 0 7 c� 0) r, 00 00 100 80 60 40 20 0 —20 EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) —40 a -lei I MM 704 700 696 692 688 684 —100 Ems! *oil I 'y . ......... eA Qf ji4 _j n :v) < U v) I.Lo LjJ S %i -o _j '"I'A I I IRV z z d cq c u d On :u ab 'UQ 0-9 ub d o m u b u C) Lo 0 0 d 0) 0 704 700 696 692 688 13+01.61 —100 -80 -60 -40 -20 0 12+88.09 704 700 696 692 688 20 al L109 M -e 704 700 696 692 688 100 I � - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - --------------- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - --------------------------------- -------- PCOL 00 /—LOCATION OF EXISTING RIF -LE m LjJ WRAPPED EARTH - - - - - - - - - - --- - - - - - - C6T = 16 * 1 sf r --MAINTAIN EXISTING WALL CUT = 114. 9sf. FILL = 11 .5sf FILL = O.Osf. SLOPE TREATMENT (TY13) Alit SANITARY SEWER (TYP) - - - - - - - - - - - - - - - - - Lq 0) 00 CUT = 68.6sf. FILL = O.Osf. CUT = 18.Osf. -FILL = O.Osf - - - - - - - - - - ----------------- --- - - - - - - - - - - - - - - - - - - - - - - - - -- - - --- ------------------------- 41 .5 � Ito) ra CUT = 1.1sf. FILL = 7.2sf. EAffrHEN FIX — ------ CUT = 89.2sf.7"' FILL = O.Osf. -- - - - - - - - - - - - - - - - - 95% COMPAdTION (TYP) N Lo 0-) 4 - yl . 00 10 (D c� N 00 Lr) 4 00 —100 -80 -60 -40 -20 0 12+88.09 704 700 696 692 688 20 al L109 M -e 704 700 696 692 688 100 100 80 60 40 20 0 12+68.24 704 700 696 692 688 -20 SIM SIM sm 704 700 696 692 688 -100 RIFFLE - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - CUT = 35.3sf. CUT = 62.4sf. - - - - - - - - - - FILL = 2.2sf. FILL = O.Osf. - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - ---------------- - - - CUT = 91.1sf. P 0\-/ 0 L CUT 7.Osf. FILL = O.Osf. FILL 60.6sf. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ------------------------------------------------------- ,A 00 100 80 60 40 20 0 12+68.24 704 700 696 692 688 -20 SIM SIM sm 704 700 696 692 688 -100 100 80 60 40 20 0 12+48.40 700 696 692 688 -20 SIM SIM sm 704 700 696 692 688 -100 -------------------------------------- (TYP) P 0 L (TYP) *oil ---------------- - - - CUT = 91.1sf. P 0\-/ 0 L CUT 7.Osf. FILL = O.Osf. FILL 60.6sf. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ------------------------------------------------------- ,A -- ------- - /—LOCATION OF EXISTING RIF -LE m LjJ WRAPPED EARTH � CUT 0.6sf. FILL 34.lsf. SLOPE TREATMENT (TY13) Alit SANITARY SEWER (TYP) Lq 0) 00 CUT = 68.6sf. FILL = O.Osf. CUT = 18.Osf. -FILL = O.Osf - - - - - - - - - - ----------------- ------------------------- 41 .5 � Ito) ra CUT = 1.1sf. FILL = 7.2sf. CUT = 89.2sf.7"' FILL = O.Osf. -- - - - - - - - - - - - - - - - - E N Lo 0-) 4 - yl . 00 10 (D Lr) cy) 6 00 quo ENO 0) (D 100 80 60 40 20 0 12+48.40 700 696 692 688 -20 SIM SIM sm 704 700 696 692 688 -100 -------------------------------------- (TYP) P 0 L (TYP) *oil ---------------- - - - CUT = 91.1sf. P 0\-/ 0 L CUT 7.Osf. FILL = O.Osf. FILL 60.6sf. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ,A -- ------- - RIF --LE m LjJ WRAPPED EARTH � CUT 0.6sf. FILL 34.lsf. SLOPE TREATMENT (TY13) Alit 00 00 Lq 0) 00 como.l., ----------------- ------------------------- 41 .5 � Ito) ra CUT = 1.1sf. FILL = 7.2sf. CUT = 89.2sf.7"' FILL = O.Osf. E N Lo 0-) 4 - yl . 00 10 (D 100 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 700 696 692 688 061 m. Rej 20 0 -20 12+25.46 1110lue 11101 W.El 700 696 692 688 -100 ----------------------------- (TYP) P 0 L (TYP) *oil ---------------- - - - CUT = 91.1sf. P 0\-/ 0 L CUT 7.Osf. FILL = O.Osf. FILL 60.6sf. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ,A - - - - - - - - - - - -- - - - - - - u� 0 m LjJ WRAPPED EARTH � CUT 0.6sf. FILL 34.lsf. SLOPE TREATMENT (TY13) Alit 00 00 100 80 60 40 20 0 12+02.53 / U_� 700 696 692 688 -20 sm sm sm PROPOSED GROUND -I r -EXISTING GROUND ---------------------- (TYP) P 0 L (TYP) *oil -------------------- --- ---------------------- CUT = 31.3sf. FILL = O.Osf. ,A _J n u� 0 m LjJ � CUT 0.6sf. FILL 34.lsf. Alit Lq 0) 00 como.l., 100 80 60 40 20 0 -20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) z"Ll W-161 W.El 700 696 692 688 704 700 696 692 688 Ems! *oil ,A _J n u� 0 m LjJ <<; Alit Ll como.l., 41 .5 � Ito) ra E d z 4b ' dc - quo ENO 0 m 04 u b U) u ul 0 of. a* SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 704 700 696 692 14+22.19 ------------------------------------ I (Typ) ------------------------------------------- NO IMPROVEMENTS -------------------- ---------------------------- ---------------- NO IMPROVEMENTS [-MAINTAIN EXISTING WALL cn — eo --------- - ------- NO IMPROVEMENTS I rE --- ---------------- ------------------------------------------------------- -------------------------- -- - ---------- -------- R F F L ;-* -------------- ------ I 00 Lq I 1"eq, Lu A -C 2! ------------ IL (d CUT = 10.8sf. FILL = O.Osf. --------- -------------- t --- I --- � f - - E7 - /-LOCAriON OF EXISTING Lo O� d 00 - CUT = 7.8sf. CUT = 4.2sf. FILL = O.Osf. FILL = 7.8sf. ------------------- SANIIARY SEWER (TYP) -100 -80 -60 -40 -20 0 13+84.41 708 704 700 696 692 20 LUG M-1 n-li 704 700 696 692 100 -100 /uo 704 700 696 692 -80 -60 -40 -20 0 13+65.23 20 LUG aml U-1 708 704 700 696 692 100 I (Typ) ------------------------------------------- NO IMPROVEMENTS -------------------- ------- ---------------- < *vo < LJ [-MAINTAIN EXISTING WALL cn — eo --------- - ------- NO IMPROVEMENTS I rE --- ---------------- ------------------------------------------------------- -- - ---------- -------- R F F L ;-* -------------- ------ I 00 Lq I 1"eq, Lu A -C 2! ------------ IL (d CUT = 10.8sf. FILL = O.Osf. --------- -------------- -100 /uo 704 700 696 692 -80 -60 -40 -20 0 13+65.23 20 LUG aml U-1 708 704 700 696 692 100 /uo 704 700 696 692 -100 -80 -60 -40 -20 0 20 40 60 80 100 13+46.05 PROPOSED GROUND -1 / U-� 700 696 692 688 I (Typ) ------------------------------------------- CUT'= 20.2sf. MA.INTAIN EXISTING WALL FILL = 5.8sf. RIF--I-E -------------------- ------- ---------------- < *vo < LJ [-MAINTAIN EXISTING WALL cn — eo 4�; .41 --j NO IMPROVEMENTS I rE -------- R F F L ;-* -------------- ------ I 00 Lq I 1"eq, Lu A -C 2! ------------ IL (d CUT = 10.8sf. FILL = O.Osf. --------- -------------- t --- I --- � f - - E7 - /-LOCAriON OF EXISTING Lo O� d 00 - CUT = 7.8sf. CUT = 4.2sf. FILL = O.Osf. FILL = 7.8sf. ------------------- SANIIARY SEWER (TYP) -------------- 00 c� C) 00 LD ----------- IT moo V % *WD04 .......... 0 0 M w u b U) u /uo 704 700 696 692 -100 -80 -60 -40 -20 0 20 40 60 80 100 13+46.05 PROPOSED GROUND -1 / U-� 700 696 692 688 —100 / ul� 700 696 692 688 sm sm -40 -20 0 13+30.59 20 m 0 m / U-� 700 696 692 688 100 I (Typ) ------------------------------------------- CUT'= 20.2sf. MA.INTAIN EXISTING WALL FILL = 5.8sf. RIF--I-E -------------------- ------- ---------------- < *vo < LJ [-MAINTAIN EXISTING WALL cn — eo 4�; .41 --j I rE -------- R F F L ;-* -------------- ------ I 00 Lq I 1"eq, Lu A -C 2! ------------ IL (d CUT = 10.8sf. FILL = O.Osf. FILL = 0.8sf. -------------- t --- I --- � f - - E7 - Lo O� d 00 - CUT = 7.8sf. CUT = 4.2sf. FILL = O.Osf. FILL = 7.8sf. 00 c� C) 00 LD —100 / ul� 700 696 692 688 sm sm -40 -20 0 13+30.59 20 m 0 m / U-� 700 696 692 688 100 / ul� 700 696 692 688 -100 -80 -60 -40 -20 0 20 40 60 80 100 13+15.13 FEXISTING GROUND 700 696 692 688 ---------------------------------------- I ------------- CUT'= 20.2sf. MA.INTAIN EXISTING WALL FILL = 5.8sf. RIF--I-E .* ------- % < *vo < LJ ---------------------- I MAINTAIN EXISTING WALL cn — eo 4�; .41 --j I rE -------- R F F L ;-* -------------- ------ I 00 Lq I 1"eq, Lu A -C 2! CUT = 26.�sf. IL (d CUT = 10.8sf. FILL = O.Osf. FILL = 0.8sf. E7 - Lo O� d 00 / ul� 700 696 692 688 -100 -80 -60 -40 -20 0 20 40 60 80 100 13+15.13 FEXISTING GROUND 700 696 692 688 ---------------------------------------- I ------------- CUT'= 20.2sf. MA.INTAIN EXISTING WALL FILL = 5.8sf. RIF--I-E .* ------- % < *vo < LJ z ai cn — eo 4�; .41 --j EARTHEN FILL CUT = 84.4sf. 95% COMPACTION (Typ) FILL = O.Osf. 0) 4 00 0) Qo N9 d ZO ci -100 -80 -60 -40 -20 0 20 EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) Em 0 m 700 696 692 688 100 .* % < *vo < LJ z ai cn — eo 4�; .41 --j N9 d ZO ci 00 Lq I 1"eq, Lu A -C 2! IL (d E7 - d z IT moo V % *WD04 .......... 0 0 M w u b U) u Lo 0 0 cy) 0 of. a. co cn SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 704 700 696 692 700 696 692 700 696 692 700 696 692 15+05.66 40 20 0 14+92.33 -20 -40 CUT --------------------- ----------------------------- --- -- _LE ------ CUT = 1.3sf. CUT = 1.6sf. FILL = 1.9sf. FILL = 2.7sf. _LE -------------- - 0 c� o "t 4 0') 0) co 40 20 0 14+92.33 -20 -40 CUT 1.3sf. ------------- FILL 1.9sf. RIF _LE -------------- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - -------------------------- NO IMPROVEMENTS ------------------------------ --------------- L- ---- --- _j Qf I CUT = 7.8sf. I FILL = 1.2sf. -CUT = 0.8sf. FILL = 5.Osf. ------------- --------------------------------------------- EARTH F LL I NO IMPROVEMENTS ----------------------------------- Z"" -CUT = 1.6sf. 95% C MPACTION (TYP) FILL = 2.7sf. r p m c? mv u p 0 Ln ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd LOCATION OF EXISTING c u uj A tj 2 o U? 10 ol Mg z 0 40 20 0 14+78.96 -20 -40 40 20 - 2 0 EXISTING CENTERLINE' OVPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 14+65.60 -40 700 696 692 700 696 692 700 696 692 --------------- Gill - - - - - - - - - - - - - - - - - - - - TF - - - - - - - - - - - - - - - - - - - mmq!�� - -I RIFFLE ---------------------- -------------------------- NO IMPROVEMENTS ------------------------------ --------------- L- ---- --- _j Qf I CUT = 7.8sf. I FILL = 1.2sf. -CUT = 0.8sf. FILL = 5.Osf. ------------- --------------------------------------------- NO IMPROVEMENTS ----------------------------------- NO IMPROVEMENTS ---------------------------------------------- r p m c? mv u p Ln ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd LOCATION OF EXISTING c u uj A tj 2 o U? 10 ol Mg z 0 SANITARY SEWER (TYP) co 40 20 - 2 0 EXISTING CENTERLINE' OVPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 14+65.60 -40 700 696 692 700 696 692 700 696 692 —100 / U_� 700 696 692 call owe WN] -20 0 14+62.78 20 40 ME w 704 700 696 692 100 ---- ----------------------- Gill I-------------------------- ", Isom 191 -------------------------- NO IMPROVEMENTS ------------------------------ --------------- L- ---- --- _j Qf ------------- --------------------------------------------- NO IMPROVEMENTS ----------------------------------- NO IMPROVEMENTS ---------------------------------------------- r p m c? mv u p ;' 4 zo .s BE a ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd LOCATION OF EXISTING c u uj A tj 2 u IL W U? 10 ol Mg z 0 SANITARY SEWER (TYP) E D� co —100 / U_� 700 696 692 call owe WN] -20 0 14+62.78 20 40 ME w 704 700 696 692 100 / U_� 700 696 692 -100 -80 -60 -40 -20 0 20 40 60 80 100 14+59.97 f -EXISTING GROUND / (TYP) / U_� 700 696 692 ---- ----------------------- Gill I-------------------------- ", Isom 191 --- ---------- NO IMPROVEMENTS ------------------------------ --------------- L- ---- --- _j Qf ------------- --------------------------------------------- NO IMPROVEMENTS ----------------------------------- <<; r p m c? mv u p ;' 4 zo .s BE a ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd LOCATION OF EXISTING c u uj A tj 2 u IL W U? 10 ol Mg z 0 SANITARY SEWER (TYP) E / U_� 700 696 692 -100 -80 -60 -40 -20 0 20 40 60 80 100 14+59.97 f -EXISTING GROUND / (TYP) / U_� 700 696 692 -100 call owe MEI -20 x 20 40 Am m / ul� 700 696 692 100 ---- ----------------------- Gill ", Isom 191 --- ---------- NO IMPROVEMENTS ------------------------------ --------------- L- ---- --- _j Qf ----------------------------- ------- L - <<; r p m c? mv u p ;' 4 zo .s BE a ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd c u uj A tj 2 u IL W U? 10 ol Mg z 0 -100 call owe MEI -20 x 20 40 Am m / ul� 700 696 692 100 Ems! Gill ", Isom 191 114% L?eA _j Qf :V) LjJ <<; r p m c? mv u p ;' 4 zo .s BE a ci ; .:o r cr; w c 4q J .% Lj .sl q Ld ow cd c u uj A tj 2 u IL W Mg z 0 E d On :u ab IN. 0-9 Na EEO awDgA o m u b U) = u C) Lo 0 0 0) 0 0 0 700 696 692 700 696 692 700 696 692 700 696 692 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 15+82.84 --------------------------- — — — — — — — — — — — — — — --- — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — --- — — — — — — — — — — ------- -- ----- ----------------------- EARTHEN FILL = 22.7sf. E OC-=,_�__CUT = 1.6sf. FILL = 1.4sf. RIFFLE CUT = 1.Osf. CUT = 3.4sf. FILL = 6.lsf. CUT = 16.5sf. CUT = O.lsf. FILL = O.Osf. <<; FILL = 0.80. - - - - - - - FILL = 2.Osf. c) cy) FILL = 6.8sf. ON L) 110 now. ;, 4 z .s BE a ci ;.:o 01 r 0 0 "i L6u -z' f o 4 Cy) E co 0) ED 40 20 0 —20 —40 15+66.86 /_ PROPOSED 28' SPAN BRIDGE 40 20 0 15+45.56 —20 —40 — — — — — — — — — — — — — — --- — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — --- — — — — — — — — — — *oil EARTHEN FILL = 22.7sf. E OC-=,_�__CUT = 1.6sf. FILL = 1.4sf. /,----"—CUT 95% COMPACTIONT( P) FILL = O.Osf. CUT = 1.Osf. CUT = 3.4sf. FILL = 6.lsf. <<; FILL = 0.80. - - - - - - - FILL = 2.Osf. c) cy) ON L) 110 now. ;, 4 z .s BE a ci ;.:o 01 r 0 40 20 0 15+45.56 —20 —40 40 20 0 —20 —40 15+18.21 EXISTING GROUND Pp0p0qFr) r.p011mr)-n F(Typ) (Typ) I --- ------------------------ ---------------------------------- -------- RIFFLE *oil ------------------------------------------ RIFFL E OC-=,_�__CUT = 1.6sf. FILL = 1.4sf. CUT = 5.6sf. 'N-1 CUT = 3.4sf. LjJ <<; FILL = 0.80. - - - - - - - FILL = 2.Osf. c) cy) ON L) 110 now. ;, 4 z .s BE a ci ;.:o 01 r 0 "i L6u -z' f z 0 E co 40 20 0 —20 —40 15+18.21 EXISTING GROUND Pp0p0qFr) r.p011mr)-n F(Typ) (Typ) I --- ------------------------ -------- RIFFLE *oil �UT = 2 ?,.;f aLL = 2.7sf. OC-=,_�__CUT = 1.6sf. FILL = 1.4sf. LjJ <<; o 4 0, c) cy) 40 20 —20 EXISTING CENTERLINEjo PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) —40 700 696 692 700 696 692 700 696 692 700 696 692 Ems! *oil ", %%%% IN LjJ <<; ON L) 110 now. ;, 4 z .s BE a ci ;.:o 01 r 0 "i L6u -z' f z 0 E d On :u ab 0-9 Na EEO awDgA .......... 0 N b U) IN, C5 04 u 0 17+01.86 P; 704 704 Ems! I----------------- rl IT 700 0.osf. 700 ��L� = 20.4sf. CUT = 5.9sf. 696 FILL = O.Osf. 696 692 CD 692 o Ln 18+26.61 704 704 20 40 0 —20 —40 _LE RIF v, 700 700 Qf _J re) 16+89.20 LLJ CUT = O.Osf. CUT = O.Osf. 704 -------- 704 696 FILL = 6.4sf. 696 - - - - - - - FILL = 6.1 sf. <<; RIF -LE ----------------- . .......... 700 CUT O.Osf. 700 692 692 -a FILL 16.1 sf. Lq CUT = 5.9sf. Ln 696 696 ui m FILL = O.Osf. m (o z fl. 40 20 0 —20 —40 692 692 gc? ts z o Lc) 18+07.39 s 'i u! c 40 20 0 —20 —40 704 ---------- ------- 704 lu ----------------- POOL -------------------- CC 16+76.38 lw 700 700 704 ---------- 704 --------------- ------ 696 -CUT = 0.6sf. CUT = 2.6sf. 696 700 CUT = f- 0 Osf. RIF -LE ------------------- 700 FILL = 0.8sf. FILL = 11.6sf. FILL = 4.4sf. 692 692 696 EARTHEN FILL �A< CUT = 5.2sf. 696 95% COMPACTION (Ty FILL = 3.9sf. ui 0') 01 (D 692 692 04 0 u 40 20 0 —20 —40 o Ln ui 0') 01 (D 17+87.31 10 40 20 0 —20 —40 704 --------- 704 16+62.15 CUT = O.Osf. RIF -LE -------------------------------- FILL = 10.2sf. >. 704 704 700 700 ----------- -------------------- --------- ------------------------- RIF-LE le�� CUT = 4.3sf. 700 CUT = O.Osf. 700 696 2%� FILL = 0.9sf. 696 T�:FILL = 11.9sf. 696 CUT = 2.5sf. 696 692 692 FILL = 1.3sf. 692 692 ui m 0 01 (D c� o LO ui 0') 40 20 0 —20 —40 01 10 On :m 17+64.41 40 20 0 —20 —40 704 ---------------- 704 16+ 47.46 ---------- -CUT = O.Osf. --------- ------------------------ 704 704 700 FILL = 7.1 sf. POOL 700 1p ------ ---------- CUT = 23.7sf. FILL = O.Osf. T_ POOL 700 CUT = O.Osf. 700 696 696 FILL = 17.Osf. . ......................... . 696 CUT = 7.5sf. 696 692 692 0 ------- N_ FILL = O.Osf. c� o Lo 692 692 ui (3) 0 01 c� o Ln ui 0') 40 20 0 —20 —40 01 10 40 20 0 —20 —40 17+44.18 16+35 704 ------------------------------ ---------- 704 RIF -LE ------------------------------ 704 704 700 700 Ald _LE ------------------------------ T = O.Osf. 0 700 RIF 700 696 CUT�--)- 0.00. _CU 696 1 w I w FILL 5.6sf. FILL = 3.4sf. M 0 CUT = O.Osf. b cn 696 CUT = O.Osf. 696 692 692 i FILL = 8.lsf. 7S ___Z " FILL = 3.9sf. 0 c� Ln 692 692 0 Ln 40 20 0 —20 —40 a- 40 20 0 —20 —40 17+27.97 Lo 0 16+17.37 0 d 704 704 W 0 RIF -LE 0 0 704 704 1 1 ---------------------------- ---- -------------------- _LE ---------------------- 700 700 to 700 RIF 700 CUT = 0 f. 7CUT = 4.Osf. 696 FILL = 0.9sf. FILL = 3.3sf. 696 696 COT = 0.2sf. CUT = O.Osf. 696 FILL = 1.6sf. FI - LL = 13.3sf. 692 692 692 0 692 c� Ln Lo CY) 9z 0) (D o Ln cy) (D —20 —40 40 20 0 U 40 20 0 —20 —40 pg 15+96.25 PROPOSED GROUND 17+14.14 EXISTING GROUND W 704 F(Typ) 704 C ------ -- mp� --- ----- 04 u --------------- ----------------------------------- I RIFFLE ---------------------- m w 700 ---------------- -------- 700 700 700 z __NLl RIF -LE 11 CA 'UT(5= 5.lsf. CUT = 2.6 1 CUT = 0.3sf. C) 04 696 C sf. 696 696 CUT sf 696 FILL 0.4sf. N�� FILL = 5.Osf. FILL .9 -f FILL = 2.3sf. 04 04 SEE TYPICAL SECTIONS FOR 14 (o 41� STANDARD CHANNEL DIMENSIONS, 692 692 692 692 u c� DEPTHS AND SLOPES 0 o Ln 0) ui m co M (D 10 1 IP I I 40 20 0 —20 —40 40 20 0 —20 —40 ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 708 704 700 696 712 708 704 700 696 704 700 696 704 700 696 692 704 700 696 692 704 700 696 692 704 700 696 692 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE 20+65 -40 -20 0 19+91 20 ILI ------------ I --------------- RIF—LE CUT = 9.Dsf. -------- 696 CUT = O.Osf. cu� = O.Osf. FILL = O.Osf. FILL = O.Osf. - - - - 95% COMPACTION (TY�) T i i CUT = 3.Dsf. CUT = O.Osf. FILL = 3.9sf. FILL = 0.4sf. ------------------ — - - - - - - - co 16 CD 0) co 10 700 CD c� 0 (.0 16 0') 0) co 696 -CUT = O.Osf. CUT = O.Osf. FILL = 7.2s . FILL = 2.7sf. — - - - - ---------- U-) - - — - - - - - - - — - - - - ---------- - - - — - - — - - - - - - - - - - - - - - 01 10 06 I Lq F mqt. 7 C) 0 c� o 00 06 0') 0) co Ln L0 p co -40 -20 0 19+91 20 ILI -40 -20 0 19+75.05 20 ---------------------------- CUT = 3.7sf. FILL = 9.3sf. R I F - LE ------------ I --------------- RIF—LE CUT = 9.Dsf. RIF -_LE 696 EARTHEN FILL FILL = 1.5sf. 95% COMPACTION (TY�) T i i CUT = 3.Dsf. CUT = O.Osf. FILL = 3.9sf. FILL = 0.4sf. c� "_`:i_�-CUT = 4.Osf. CUT = 7.9sf. FILL = 2.4sf. FILL = 0.2sf. co 16 CD 0) co 10 700 CD c� 0 (.0 16 0') 0) co 696 -CUT = O.Osf. CUT = O.Osf. FILL = 7.2s . FILL = 2.7sf. — - - - - ---------- U-) - - — - - - - - - - — - - - - ---------- - - - — - - — - - - - - - - - - - - - - - 01 10 06 I Lq F mqt. 7 C) 0 c� o 00 06 0') 0) co Ln L0 p A cy) c� 00 0) , (.0 00 0') 0) co _j cl ol(.o 10 -40 -20 0 19+75.05 20 ---------------------------- CUT = 3.7sf. FILL = 9.3sf. R I F - LE ------------ I --------------- RIF—LE CUT = 9.Dsf. RIF -_LE 696 EARTHEN FILL FILL = 1.5sf. 95% COMPACTION (TY�) T i i CUT = 3.Dsf. CUT = O.Osf. FILL = 3.9sf. FILL = 0.4sf. c� "_`:i_�-CUT = 4.Osf. CUT = 7.9sf. FILL = 2.4sf. FILL = 0.2sf. co 16 CD 0) co 10 700 40 20 0 19+44.25 -20 -40 ---------------- I I --------------- RIF—LE --------------- RIF -_LE 696 696 I N - T i i CUT = 3.Dsf. CUT = O.Osf. FILL = 3.9sf. FILL = 0.4sf. CUT = 12.7sf. "_`:i_�-CUT = 4.Osf. CUT = 7.9sf. FILL = 2.4sf. FILL = 0.2sf. FILL = O.Osf. 700 CD c� 0 (.0 16 0') 0) co 696 r- U-) 'q: Ln r- 0 c� co m 01 co 10 01 10 20 0 18+ 9 7.95 -20 ISM ------------------- I ----------- --------------- RIF—LE RIF -_LE ------------------- RIF -_LE 696 696 I N - T i i CUT = 3.Dsf. CUT = O.Osf. FILL = 3.9sf. FILL = 0.4sf. CUT = 12.7sf. FILL = 7.9sf. FILL = O.Osf. 700 CD c� 0 (.0 16 0') 0) co 696 40 20 0 18+64.46 -20 -40 MEG 20 0 18+43.19 -20 ISM 708 ---- -------------------------- ------------------------------------- RIF -_LE ------------------- RIF -_LE 696 696 I N - CUT = O.Osf. CUT = 12.7sf. FILL = 7.9sf. FILL = O.Osf. 700 CUT = 1.9sf. CUT = O.Osf. FILL = 0.1sf. FILL = 14. 1 7sf. 696 r- U-) 'q: Ln r- co 01 10 MEG 20 0 18+43.19 -20 ISM 40 20 no -20 -40 708 708 704 704 ------------------------------------- 700 RIF -_LE 696 696 I N - 704 "I CUT = 8.Osf. cl = O.Osf. 696 700 CUT = 1.9sf. CUT = O.Osf. FILL = 0.1sf. FILL = 14. 1 7sf. 696 N 'q: r r- co (.0 06 I Lq H9 m 9L 1! C) 0 c� o 00 06 0') 0) co Ln L0 p A cy) c� 00 0) , (.0 40 20 no -20 -40 708 708 704 704 700 700 696 696 700 704 696 700 708 712 704 704 704 708 696 696 700 704 "I CUT = 8.Osf. cl = O.Osf. 696 700 CUT = 17.lsf. FILL = O.Osf. 696 700 704 696 700 22+20.37 708 704 704 704 700 700 696 696 - - - 692 "I CUT = 8.Osf. cl 22+20.37 708 704 704 704 700 700 696 696 - - - 692 "I CUT = 8.Osf. cl 22+20.37 708 704 704 704 700 700 696 696 - - - 692 "I CUT = 8.Osf. cl 22+20.37 708 704 704 700 700 696 696 692 - - - 22+20.37 40 20 0 21+97.81 -20 -40 (Typ RIF _LE I _LE ---------------------------- RIF�- RIF- _LE ----------- ------- - ------------------- CUT = 4.6sf. CUT = 2.6sf. FILL = 1.Osf. FILL = 6.3sf. - - - 'Tl_�� "I CUT = 8.Osf. cl = O.Osf. FILL = O.Osf. —CUT FILL = 15.6sf. CUT = 17.lsf. FILL = O.Osf. F CUT = 2.lsf. i FILL = 9.9sf. CUT = 13.4sf. N 'q: r co co (.0 06 cy) H9 m 9L 1! C) 0 c� o 00 06 0') 0) co 40 20 0 21+97.81 -20 -40 40 20 0 21+78.79 -20 -40 (Typ RIF _LE I _LE ---------------------------- RIF�- RIF -_LE ------- ----------- ------- - ------------------------- CUT = 4.6sf. CUT = 2.6sf. FILL = 1.Osf. FILL = 6.3sf. - - - ------------------ . -CUT = 11.4sf. ---------- ------ 00 00 od 0) 0) 0 c� c� r - o' (.0 9 40 20 0 21+78.79 -20 -40 40 20 0 21+60.95 -20 -40 (Typ all I _LE ---------------------------- RIF�- RIF -_LE --------------------------- ------------------------- - RIF -_LE --------------------------------- - - - ------------------ . -CUT = 11.4sf. ---------- ------ N 0 c� c� r - o' (.0 9 CUT = 17.lsf. FILL = O.Osf. F CUT = 2.lsf. i FILL = 9.9sf. CUT = 13.4sf. N 'q: r FILL = O.Osf. 0) (o (.0 U! c 0 Lu 1 3. co H9 m 9L 1! C) 0 c� o 00 06 0') 0) co p c� 00 00 0') 0) co w 40 20 0 21+60.95 -20 -40 40 20 0 21+37.51 -20 -40 (Typ all I _LE ---------------------------- RIF�- RIF—LE --------------------------- CUT O.Osf. POOL FILL 13.Bsf. - RIF -_LE --------------------------------- - - - CUT = lu 1.Osf. _14c . -CUT = 11.4sf. ---------- ------ FILL = 4.4sf. 0 c� c� r - o' (.0 9 CUT = 17.lsf. FILL = O.Osf. CUT = 4.gsf. y FILL = 2.4sf. / / CUT = 3.2sf. FILL = 7.3sf. N 'q: r 0) (o (.0 U! c 0 Lu 1 3. co H9 m 9L 1! (o 0 c� o 00 06 0') 0) co 40 20 0 21+37.51 -20 -40 20 0 21+09.96 -20 (Typ all I _LE ---------------------------- RIF�- RIF—LE --------------------------- CUT O.Osf. POOL FILL 13.Bsf. --------- - - - - - - - - --- - - - - - - - - - - - - - CUT = lu 1.Osf. _14c . -CUT = 11.4sf. FILL = 6.8sf. FILL = 4.4sf. 0 c� c� r - o' (.0 9 CUT = 17.lsf. FILL = O.Osf. N 'q: r 0) (o (.0 U! c 0 Lu 1 3. co H9 m 9L 1! (o 0) co co 20 0 21+09.96 -20 40 20 0 20+77.86 mmr%mf%L_clr% -20 -40 r -EXISTING GROUND ---------------- (Typ all I _LE ---------------------------- RIF�- RIF—LE --------------------------- Z Qf ;Q __J CUT = 23.2sf. CUT = O.Osf. FILL = 0.0st. FILL = 7.6sf. CUT = lu 1.Osf. _14c . -CUT = 11.4sf. FILL = 6.8sf. FILL = 4.4sf. 0 c� c� r - o' (.0 9 N 'q: r 0) (o (.0 40 20 0 20+77.86 mmr%mf%L_clr% -20 -40 r -EXISTING GROUND ---------------- (Typ all I _LE ---------------------------- RIF�- A .......... Z Qf ;Q __J CUT = 23.2sf. CUT = O.Osf. FILL = 0.0st. FILL = 7.6sf. *t -o u)— .*Qs 0 c� c� r - o' (.0 9 40 20 -20 0 EXISTING CENTERLINE] PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 708 700 696 708 704 700 696 708 704 700 696 708 704 700 696 708 704 700 696 708 704 700 696 708 704 700 696 all A .......... Z Qf ;Q __J <c .*Ln < C -).V) *.W Ld *t -o u)— .*Qs z u! U! c 0 Lu 1 3. co H9 m 9L 1! w (n w > -d co 0 - 0 C) M a- E_. b U) 0 C) 0 1 Lo 0 0 1 0) 0 to 96.1 *4 (A U 4 C 04 u C) C) w 04 04 C) 4� 1 u 04 0+73.90 1 712 RIF—LE 712 708 708 CUT = 0.2sf. 704 FILL = 14.6sf. 704 700 CUT = 14.2sf. 700 24+77.52 EARTHEN FI L FILL = O.Osf. 95% CO (Typ) MPAOTION 712 ----------- ------- 712 696 696 RIF—LE c� --- ------ ......... 0') 708 ------------ 708 0') 01 CUT = 18.6sf. 40 20 0 —20 —40 704 704 < FILL = 2.8sf. r.0 Ld CUT = 9.lsf. FILL = O.Osf. V) .0 __j 0+58.54 700 700 1 712 712 696 CD 696 RIF—LE cl 6 CD o z. 708 708 rl ------ �o g c? 40 20 0 —20 —40 704 704 ts gz ;oo 24+32.62 ti -4 A CUT O.Osf. CUT = 7.2sf. 2 700 700 s! I LFILL 10. 1 sf. N FILL = 0. 1 sf. I c 0 Lu 712 712 1 2 696 Ln 696 PCOL ------------------------- 708 708 0') o) co 40 20 0 —20 —40 704 704 CUT = O.Osf. 17— CUT = 10.7sf. FILL = O.Osf. FILL = 18.7sf. 0+42.26 700 700 712 712 696 696 _LE RIF 708 708 CUT = O.Osf. 704 FILL = 9.9sf. --;w ----------------- ------------- 704 r" -*,, 40 20 0 —20 —40 --CUT = 10.lsf. 24+1 2.38 700 FILL = O.Osf. 700 696 Ln 696 712 _LE 712 RIF— o) co rD 708 708 40 20 0 —20 —40 --CUT = O.Osf. 00000000� d 704 FILL = 8.6sf. 704 z 0+27.57 �/_CUT = 7.3sf. 700 FILL = 5.4sf. 700 712 712 RIF—LE 696 696 On 708 708 :m I = ----- ---------------- ------------- ----- 704 ----CUT = O.Osf. I FILL = 13.2sf. 704 40 20 0 —20 —40 CUT = 19.8sf. 700 --L—/ FILL = O.Osf. 700 23+92.02 696 696 716 716 c� V ci 0') RIF—LE o) 712 (D 712 40 20 0 —20 —40 708 708 -- ---------------- 0+12.60 ------ -------- CUT = 0.3sf. 712 712 704 FILL = 3.8sf. 704 RIF—LE 700 _,__�_CUT = O.Osf. 700 708 CUT = O.Osf. 708 FILL = 10.8sf. ----------- FILL = 14.5sf. ------------------------- 696 704 704 696 > O� 0 0) Jd o, 0') CUT = 11.7sf. o) 0 700 C) w 700 FILL = O.Osf. M 40 20 0 —20 —40 I b cn 696 696 c� 1+02.96 0') 0') (.0 40 20 0 —20 —40 712 _LE 712 RIF 22+61.59 708 ------------------- -------- 708 Lo 0 712 712 WIT = 0.5sf. 0 d 704 'oo, 704 FILL = 13.1sf. CUT = 16.9sf. _LE 10 0 RIF 0 Q. of. 708 708 FILL = O.Osf. CUT = O.Osf. 700 700 ----------- r FILL = 6.6sf. to 704 - -- ------------- 704 696 696 'o 700 N CUT = 5.8sf. 700 r - FILL = 3.Osf. c3i o) ro 696 696 40 20 0 —20 —40 c� o 0') oi CD 0+86.65 o) lo U 40 20 0 —20 —40 pg 712 ND�ll _LE 712 PROPOSED GROU RIF EXIST114G GROUND 22+42.53 (Typ _(TYPT 04 u 708 708 708 708 704 704 C 'CUT = O.Osf. RIFFLE 04 rA FILL = 9.8sf. -------------------- CUT = 21.6sf. 704 --------- ---- 704 700 -CUT = 1.1sf. 700 04 FILL = O.Osf. FILL = 17.1 sf. SEE TYPICAL SECTIONS FOR 4� STANDARD CHANNEL DIMENSIONS, 700 -CUT = 10.7sf. 700 696 696 u FILL = O.Osf. DEPTHS AND SLOPES 04 1 o 0) 696 696 6 0') o r.0 oq I — r�, L o) 00 40 20 0 —20 —40 o6 0') ALL CROSS SECTIONS ARE o) (.0 DISPLAYED LOOKING DOWNSTREAM rD p- 00 qv 40 20 0 —20 —40 1 v w EXISTING CENTERLINE PROPOSED CENTERLINE 0 ELEVATION (TYP) ELEVATION (TYP) 26+56.77 27+54.82 712 POOL -------------------- -------------- 712 RIF -LE 708 708 712 712 CUT = 3.3sf. 708 708 704 FILL = 8.2st. (D CUT = 5.3sf. 704 CUT = 3.5sf. J – – – – – - FILL = 2.lsf. I FILL = O.Osf. 704 CUT = 6.5sf. 704 700 700 FILL = 0.1sf. Qf 700 700 c� 0 0 S 0 0 'd - I r- 4 *t -o V) — Q 4 0 % 40 20 0 —20 —40 z26+41.60 40 20 0 —20 —40 712 712 27+40.62 RIF -_LE z ----------------------- 708 -------- 708 RIF -_LE --------------------------------- 712 712 d I I I I ts ;,gz CUT = 0.4sf. ao�..' s '. 704 704 ci _. ---------------------------- rc =.cd FILL = 2.4sf. C) . I X–- CUT = 7.6sf. 708 ------ ---- 708 FILL = D.6sf. I c 0 700 700 4 . . W. Li 704 CUT = 2.3sf. CUT = 8.2sf. 704 CC = -2 -, 2E FILL = 0. 1 sf. FILL = 2.9sf. 22 C_� ui c� 0 0 r, ..lj r, 700 700 40 20 0 —20 —40 00 26+20.48 cl, 40 20 0 —20 —40 712 RIF -_LE -------- 712 27+25.29 --------------- 708 708 -------------------- _LE CUT = O.Osf. 712 RIF 712 704 FILL = 0.6sf. CUT = 10.7sf. 704 CUT = 3.Bsf. FILL = 2.Osf. 700 FILL = 1.2sf. 700 708 -------- — -------- 708 0 --CUT = 10.1sf. c� 704 d) FILL = O.Osf. 704 0 N — I >. c� 0 0 r" I rl 700 1 700 40 20 0 —20 —40 26+00 40 20 0 —20 —40 d 712 RIF -_LE 712 27+11.08 z CUT = 5.4sf. ---------------------------- 708 FILL = 2.3sf. 708 ----------------------------------- ------- POOL 712 712 On 704 704 CUT = 0.8sf. – --- – – – – – – :m \ j e �_/' CUT = 11.8sf. FILL = 7.7sf. ----------- ------- wft = 0 EARTHENI FILL FILL = 2.lsf. 708 --------------------------- -- 708 700 95% C �PACTION tlYP) 700 CUT = 7.4sf. 0 C? 704 FILL = O.Osf. 704 EEO N c� 0 0 700 700 40 20 0 —20 —40 c� K; 25+81.33 40 20 0 —20 —40 712 712 POOL 26+99.20 708 ---------------------- 708 712 712 .......... . . . ............... CUT = O.Osf. RIF -_LE ---------------------------- 704 704 FILL = 8.8sf. 000/1' 1 Q -CUT = 1.6sf. /0/' CUT = 9.5sf. 708 --------------------------------- 1 708 FILL = 5.7sf. FILL = 1.1sf. IN - 11 700 700 704 CUT = 12.9sf. 704 y FILL = O.Osf. > i Ad 0 C_� 700 700 c� 0 rr) 0 0 00 v w m c� c� 0 C) C) 40 20 0 —20 —40 b U) 0 C) 25+43.17 40 20 0 —20 —40 11 PROPOSED GROUND7\26+86.02 RIF -_LE 708 ---- -------- --------------------- 708 712 (Typ) 712 _LE CUT = 0.7s RIF - 704 704 FILL = 7.Osf. 2' t ------ - . I ------------------- u') CUT = 13.3sf. CUT = 15.3sf. 708 ----------------------------- 708 0 FILL = 0.2sf. FILL = 0.7sf. d 4 700 700 ,- Z CUT = 5.8sf. 0 704 704 0 0 Fl LL = 2.5sf. 0 c� 700 700 to c� 40 20 0 —20 —40 0 r- 25+25.00 40 20 0 —20 —40 RIF -_LE 26+71.07 — EXISTING GROUND 96.1 712 712 712 1 / (Typ) 712 *4 I I CUT = D.Osf. — RJ F -_LE CUT = 9.4sf. U 708 CUT 2.4sf. 708 FILL = 9.0 sf. FILL = O.Osf - - – – --- – – – – – – – – – – – – – – – CUT = 28.9sf. FILL 13.9sf. 708 ---------------------------------------------- 708 FILL = 13.7sf. C 704 704 04 u 704 704 EXISTING SANITARY_l� 700 700 SEWER (TYP) --l' 700 700 00 c� 6 C 0 0 SEE TYPICAL SECTIONS FOR I r- r- 40 1 2 1 0 11 0 —20 —40 STANDARD CHANNEL DIMENSIONS, 40 20 0 -20 -40 W W� DEPTHS AND SLOPES 04 EXISTING CENTERLINE' VPROPOSED CENTERLINE 04 ELEVATION (TYP) ELEVATION (TYP) _0� ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 0 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 724 720 716 712 708 704 724 720 716 712 708 704 720 716 712 708 704 720 716 712 708 704 720 716 712 708 704 716 712 708 704 700 28+60.06 Me NEI 0 28+30.25 —20 —40 POOL RIF -LE -------------- RIF -LE -------------------------------------------- 716 CUT = 10.6sf = 0.7sf. FILL = O.Osf. FILL = 5.2sf. RIF-LE ----------- 4-- 716 :v) < LLJ 957. ICOMPACTIO� (Typ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - �i 0 FILL = 1.5sf. oe;Z CUT = 5.2sf. FILL = 2.5sf. CUT = 1.4sf. FILL = O.Osf. u� ------------- I 1 CUT = 5.lsf. FILL = 0.8sf. CUT = O.Osf. FILL = 3.5sf. 0 I H 4 0 rl I --------------- CUT = 8.9sf. CUT = D.lsf. FILL = 0.1sf. FILL = 3.8sf. ---------- Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. 0 -CUT = 0.5sf. FILL = 3.1sf. c� (6 0 --CUT = 7.3sf. FILL = O.Osf. m 0 co 0 CUT = 7.2sf. FILL = 4.lsf. ,ri CD Me NEI 0 28+30.25 —20 —40 Me NEI 0 28+06.06 —20 —40 POOL RIF -LE -------------- RIF-LE -------------------------------------------- 716 CUT = 10.6sf = 0.7sf. FILL = O.Osf. FILL = 5.2sf. RIF-LE ----------- 4-- 716 :v) < LLJ 957. ICOMPACTIO� (Typ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - �i 0 FILL = 1.5sf. oe;Z CUT = 5.2sf. FILL = 2.5sf. CUT = 1.4sf. FILL = O.Osf. u� c\j CD I 1 Me NEI 0 28+06.06 —20 —40 0 27+90.61 —20 —40 --------- POOL ------------ 720 -------------- RIF-LE -------------------------------------------- 716 CUT = 10.6sf = 0.7sf. FILL = O.Osf. FILL = 5.2sf. RIF-LE ----------- 4-- 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 �i 0 FILL = 1.5sf. 704 - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- z' 704 I 1 CUT = 5.lsf. FILL = 0.8sf. CUT = O.Osf. FILL = 3.5sf. 0 I H 4 0 rl I --------------- I I ---------- Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. CUT = 4.2sf. FILL = O.Osf. -CUT = 0.5sf. FILL = 3.1sf. (6 0 --CUT = 7.3sf. FILL = O.Osf. co 0 CUT = 7.2sf. FILL = 4.lsf. c� di 0 ZO 1 0 27+90.61 —20 —40 --------- POOL ------------ 720 724 RIF-LE -------------------------------------------- 716 CUT = 10.6sf = 0.7sf. FILL = O.Osf. FILL = 5.2sf. 708 4-- 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 �i 0 FILL = 1.5sf. 704 Me NEI 0 27+79.64 —20 —40 Me NEI 0 27+69.08 —20 —40 724 ------------ 720 724 RIF-LE --- 716 720 POOL 708 4-- 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 FILL = D.Osf. FILL = 1.5sf. 704 - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - --- z' 704 I 1 CUT = 5.lsf. FILL = 0.8sf. CUT = O.Osf. FILL = 3.5sf. 0 c� H 4 0 rl I 0 r, I I I I Me NEI 0 27+69.08 —20 —40 Me NEI Lei 20 —40 724 RIF 720 724 716 716 716 720 POOL 708 712 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 FILL = D.Osf. FILL = 1.5sf. 704 708 z' 704 I 1 Lo + 0 c� r_� CD 0 c� r- Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. CUT = 4.2sf. FILL = O.Osf. (6 0 0 n co (6 0 co 0 CUT = 7.2sf. FILL = 4.lsf. c� Me NEI Lei 20 —40 29+54.12 724 RIF 720 724 716 716 716 720 708 708 712 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 FILL = D.Osf. FILL = 1.5sf. 704 708 z' 704 29+54.12 724 RIF 720 724 716 716 716 720 708 708 712 716 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 712 FILL = D.Osf. FILL = 1.5sf. 704 708 z' 704 29+54.12 724 RIF 720 720 716 716 712 712 708 708 704 704 :v) < LLJ 29+54.12 724 RIF 720 720 716 716 712 712 708 708 704 704 :v) < LLJ 29+54.12 724 RIF 720 720 716 716 712 712 708 708 704 704 :v) < LLJ 29+54.12 724 RIF 720 716 ------------ RIF 716 712 1 712 708 :v) < LLJ 957. ICOMPACTIO� (Typ) 708 704 FILL = D.Osf. FILL = 1.5sf. 704 700 z' 29+54.12 Me 0 29+38.79 —20 RIF -LE ------------ RIF -LE 1 000� ------- :v) < LLJ 957. ICOMPACTIO� (Typ) CUT = 26.4sf. CUT = 2.Dsf. FILL = D.Osf. FILL = 1.5sf. C UT = O.Osf. -------FILL 2.3sf. - - - - - - - - - - - - - - - - - - - - - z' FILL = 0.2sf. I 1 Lo + 0 c� r_� CD 0 c� r- Me 0 29+38.79 —20 Me NEI 0 29+22.40 —20 POOL -LE ------------ RIF -LE 1 000� ------- :v) < LLJ 957. ICOMPACTIO� (Typ) - - - - - - - - - - - - - CUT = 29.3sf. FILL = 2.2sf. I - C UT = O.Osf. -------FILL 2.3sf. - - - - - - - - - - - - - - - - - - - - - z' FILL = 0.2sf. I 1 Lo + 0 c� 6 c� 0 c� r- Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. 0 Me NEI 0 29+22.40 —20 Me NEI 0 29+08.43 —20 RIF -LE RIF -LE 1 EAR'rIfIEN FILL ------- :v) < LLJ 957. ICOMPACTIO� (Typ) ----------------- - - - - - - --- - - - - - - - - - - - CUT = 35.6sf. --- CUT 2.8sf. FILL = O.Osf. CUT 0.5sf. -------FILL 2.3sf. - - - - - - - - - - - - - - - - - - - - - FILL 0.7sf. FILL = O.Osf. I 1 Lo + cy) c� 6 - 0 1 sl- -- CUT = D.4sf. FILL = 1.7sf. d Me NEI 0 29+08.43 —20 Me NEI 0 28+92.59 —20 Mus RIF -LE 1 EAR'rIfIEN FILL N"� :v) < LLJ 957. ICOMPACTIO� (Typ) 77 --- CUT 2.8sf. (WP) A CUT = 27.5sf. -------FILL 2.3sf. - - - - - - - - - - - - - - - - - - - - - - - FILL = O.Osf. --------------------- 0. c? + - - - - - - - - - - - aul'L� 0 �h4' ;' g zo Cc- ts - - - - - - - - - - - - - - - - - N(; k, 1 sl- -- CUT = D.4sf. FILL = 1.7sf. d Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. (6 0 0 n co (6 0 Me NEI 0 28+92.59 —20 Mus Me NEI 0 28+77.95 —20 RIF -LE 1 z Qf .14 —J po N"� :v) < LLJ PROPOSEP GROUND—\ -5 V) 'H �(� % 60 ............ CUT = 6.4sf. 1 FILL = 0.1sf. (WP) A - - - - - - - - - - - - --- - --------------------- 0. c? + - - - - - - - - - - - aul'L� 0 �h4' ;' g zo Cc- ts - - - - - - - - - - - - - - - - - N(; k, 1 sl- -- CUT = D.4sf. FILL = 1.7sf. d Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. 0 n co (6 0 Me NEI 0 28+77.95 —20 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 RIF -LE 1 z Qf .14 —J po N"� :v) < LLJ PROPOSEP GROUND—\ -5 V) 'H �(� % 60 ............ (WP) A --------------------- 0. c? aul'L� 0 �h4' ;' g zo Cc- ts - - - - - - - - - - - - - - - - - N(; k, GHOUND d Typ) CUT = 11.7sf. CUT = 4.lsf. FILL = O.Osf. FILL = O.Osf. co 0 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 S z Qf .14 —J po N"� :v) < LLJ -5 V) 'H �(� % 60 ............ 0. c? aul'L� 0 �h4' ;' g zo Cc- ts s 2 d ZO 1 mem -a it co 7::M > %_� 43 00 0 — 0 M w b u 0 C) 0 <� Z: 1 Lo 0 >. cy) CD 0 0 W 0 to 0 pw 0* *4 0 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 724 720 716 712 708 704 30+39.17 40 20 0 30+23.32 —20 —40 POOL POOL POOL RIF -LE POOL --------------------- 724 CUT = 23.1 sf. FILL = O.Osf. CUT = 3.2sf. FILL = 3.2sf. 1 CUT = 0.4sf. 8.3sf. FILL = 0.1sf. FILL 1.9sf. 712 Lq c� r- r- CD 0 ------------------ 0 Lq r- r_� 0 708 7 ------- - ;;�� CU –CUT = 5.1sf. T = 14.4sf. FILL = 2.4sf. FILL = O.Osf. 704 712 ------------ 712 704 708 CD ----------------------- 40 20 0 30+23.32 —20 —40 40 20 0 30+08.66 —20 —40 POOL 720 POOL RIF -LE POOL --------------------- 724 CUT = 23.1 sf. FILL = O.Osf. CUT = 3.2sf. FILL = 3.2sf. 1 CUT = 0.4sf. 8.3sf. FILL = 0.1sf. FILL 1.9sf. 712 Lq c� r- r- CD 0 00 Lq 0� r- r- CD 0 40 20 0 30+08.66 —20 —40 40 20 0 29+93.40 —20 —40 724 720 POOL RIF -LE POOL 716 724 ------- – – – – – – – – – – – --- U T = 8.1 s'f. FILL = 1.4sf. �UT = 0.2sf. FILL = O.Osf. CUT = 0.4sf. 8.3sf. FILL = 0.1sf. FILL 1.9sf. 712 Lq c� r- r- CD 0 708 0 Lq r- r_� 0 708 716 704 712 ------------ 712 704 708 ------------- ----- I – ----------------------- CUT = 1 1.7sf. FILL = 2.7sf. – – – – cu� = 4.4sf. FILL = 0.3sf. (Typ) 1 CUT = 24.9sf. :4CUT = 9.'8sf FILL = 0.5sf. ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. CD rl� 0 00 c6 CD FILL = 2.9sf' LO Lq c� r- 1- 0 I z 0 40 20 0 29+93.40 —20 —40 40 20 0 29+80.30 —20 —40 724 720 POOL — POOL 716 724 ------- – – – – – – – – – – – --- U T = 8.1 s'f. FILL = 1.4sf. �UT = 0.2sf. FILL = O.Osf. CUT = 0.4sf. 8.3sf. FILL = 0.1sf. FILL 1.9sf. 712 Lq c� r- r- CD 0 708 40 20 0 29+80.30 —20 —40 40 20 0 29+67.95 —20 —40 724 720 POOL — POOL 716 724 ---------- CUT = 0.4sf. 8.3sf. FILL = 0.1sf. FILL 1.9sf. 712 720 708 0 Lq r- r_� 0 40 20 0 29+67.95 —20 —40 40 20 —20 —40 724 724 720 724 716 POOL 716 724 712 720 712 720 708 716 708 716 704 712 704 712 704 708 GROUND7s, ----------------------- (s Z* s .�d – – – – ci ;.:o =0 I = � 'd (Typ) 1 CUT = 24.9sf. :4CUT = 9.'8sf FILL = 0.5sf. ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. CD rl� 0 00 c6 CD FILL = 2.9sf' I z 0 0 Lq 0 r- r_� 0 0 40 20 —20 —40 724 724 720 724 716 724 716 724 712 720 712 720 708 716 708 716 704 712 704 712 704 708 724 724 720 724 720 724 716 720 716 720 712 716 712 716 708 712 708 712 704 708 704 708 724 724 720 724 720 716 712 720 716 708 704 716 712 --------------------- (D <<; 712 708 100, o,' CUT = 10.1sf. FILL = 0.1sf. CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. 708 704 0 724 724 720 724 720 716 712 720 716 708 704 716 712 --------------------- (D <<; 712 708 100, o,' CUT = 10.1sf. FILL = 0.1sf. CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. 708 704 0 724 724 720 724 720 716 712 720 716 708 704 716 712 --------------------- (D <<; 712 708 100, o,' CUT = 10.1sf. FILL = 0.1sf. CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. 708 704 0 724 724 720 720 716 716 712 712 708 708 704 704 31+31.92 40 40 20 0 31+19.98 —20 POOL ---------------- CUT = '8.5sf. CUT = 0.7sf. FILL = O.Osf. FILL = 4.1sf. 0 C*� Cy) 0) 0 0 20 0 31+04.42 —20 —40 —40 I—EXISTING GROUND RIF- _LE RIF -LE POOL — < Z� LLJ EARTHE FILL --------------------- (D <<; CUT = 8.4sf. FILL = 0.1Sf. ---------- —CUT = 2.1sf. FILL = 0 . 8sf. 100, o,' CUT = 10.1sf. FILL = 0.1sf. CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. I 0i 0 0 40 40 20 0 31+19.98 —20 POOL ---------------- CUT = '8.5sf. CUT = 0.7sf. FILL = O.Osf. FILL = 4.1sf. 0 C*� Cy) 0) 0 0 20 0 31+04.42 —20 —40 —40 40 20 0 30+89.07 —20 —40 I—EXISTING GROUND I POOL RIF -LE POOL (Typ) < Z� LLJ EARTHE FILL (D <<; CUT = 8.4sf. FILL = 0.1Sf. CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. I ---------------- PROPOSED GROUND7s, ---------- FILL = 0.7sf. (s Z* s .�d ci ;.:o =0 I = � 'd (Typ) CUT = 1.3sf. 7 FILL = 4.2sf. ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. CD rl� 0 00 c6 CD I z 0 CUT = 5.3sf. FILL = 1.5sf. n CO 06 0 E 40 20 0 30+89.07 —20 —40 40 20 0 30+72.88 —20 —40 I—EXISTING GROUND I POOL IN .......... A_ POOL (Typ) < Z� LLJ EARTHE FILL (D <<; 95r.--(NOOMPACTION TYP) CUT 3.2sf. – – – – – – – – – – - FILL = 3.4sf. CUT = 26.5sf. I – --- – – – – – – – – – – PROPOSED GROUND7s, ---------- FILL = 0.7sf. (s Z* s .�d ci ;.:o =0 I = � 'd (Typ) CUT = 11.2sf. FILL = 0.4sf. ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. CD rl� 0 00 c6 CD 40 20 0 30+72.88 —20 —40 40 20 0 30+55.60 —20 —40 I—EXISTING GROUND I IN .......... A_ POOL (Typ) < Z� LLJ S Z_ (D <<; I I PROPOSED GROUND7s, r,.*,,,O,,, (s Z* s .�d ci ;.:o =0 I = � 'd (Typ) CUT = 11.2sf. FILL = 0.4sf. ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. – --- – – – – – – – – – – – --- I z 0 CUT = 5.3sf. FILL = 1.5sf. E 17 0 c� 0 CO c6 0 N 00 c6 C) 40 20 0 30+55.60 —20 —40 40 20 —20 —40 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 704 I—EXISTING GROUND I IN .......... A_ POOL (Typ) < Z� LLJ S Z_ (D <<; I I PROPOSED GROUND7s, r,.*,,,O,,, (s Z* s .�d ci ;.:o =0 I = � 'd (Typ) s E. low i cd IL!IL ------------------------ ---------------- CUT = O.Osf. FILL = 0.1sf. CUT = 38.2sf. FILL = 1.8sf. JI -7 I z 0 E 0 c� 0 CO c6 0 40 20 —20 —40 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 724 720 716 712 708 704 Ems! 01 I IN .......... A_ _J n < Z� LLJ S Z_ (D <<; I I 'm r,.*,,,O,,, (s Z* s .�d ci ;.:o =0 I = � 'd s E. low i cd IL!IL cu Lu I z 0 E d z On ab dc- ub ENO Ad 0 .._N m u b U) u LO 0 0 0) d C.D 0 m 0 m a. U 04 u u 33+66.35 724 724 Ems! 720 720 -CUT = 0.0sf. 32+39.14 716 -------------------------- FILL = 4.2sf. CUT = O.Osf. 716 FILL = 4.8sf. 720 POOL 720 712 712 716 716 708 708 c� 712 712 CUT = 0.8sf. CUT = O.Osf. FILL = O.Osf. FILL = 3.3sf. 708 708 40 20 0 —20 —40 .0 c� % 6,6, <(;e -,i 0 33+44.77 �gr 0 . ......... 728 728 40 20 0 —20 —40 RIF -LE 724 724 32+21.74 z c? 720 720 720 720 CUT 0.8sf. 2 gz FILL 5.4sf. RIF -LE ------------------ _.. m =.cd 716 716 716 716 "i CUT = O.Osf. 'w - - - - - - Oi L6u c 0 1 , FILL = 0.3sf. Lu w Li I Ir 2E 712 712 712 712 1�' - ' CUT = O.Osf. CUT = 0.4f. _N 0 FILL = 2.lsf. FILL = 2.8sf. ui 708 0 708 708 0 708 c� 0 C, cl C_� 40 20 0 —20 —40 40 20 0 —20 —40 32+03.28 33+26.91 724 724 724 724 720 POOL 720 720 RIF -LE 720 - - - - - - - - - - CUT = O.Osf. FILL = 5.5sf. 716 - ---------------------- 716 716 ------ _1 716 712 712 712 --CUT = 0.1sf. 712 - - - - - - - - FILL = 2.lsf. --CUT = O.Osf. CUT = 3.Osf. 708 FILL = 7.9sf. FILL = O.Osf. 708 708 T 708 0 0 c� c� C, c� d 40 20 0 —20 —40 40 20 0 —20 —40 z 31+86.06 33+06.82 720 720 On RIFFLE 720 CUT 0.2sf. RIFFLE 720 716 ----------------------------- --- 716 - - - - - - - - - - - - - - - - - - - - - FILL 1.4sf. 716 716 712 712 CUT = 1.0sf. CUT = 5.Osf. FILL = 2.4sf. FILL = O.Osf. 712 CUT = 0.6sf. 712 708 708 EARTHEN FILL ID) FILL = 3.3sf. 95% COMPACTION (TY 0� 708 708 V v �D 40 20 0 —20 —40 40 20 0 —20 —40 31+70.93 32+89.75 720 720 I POOL 724 724 716 --- --------------- 716 RIF -LE ---------- 720 720 712 712 CUT = 3.4sf. CUT = 2.2sf. 716 ------- 716 > FILL = O.Osf. FILL = 4.4sf. ------ ------------ 708 708 d CO CUT = 1.4sf. 712 712 FILL = 5.1 sf. CUT = 6.8sf. C) FILL = O.Osf. b c/) cl T I � C5 708 708 L0 0� 40 20 0 —20 —40 31+56.81 40 20 0 —20 —40 720 720 32+73.87 Lo RIF -LE 0 Q C) 716 716 724 724 1 w w I -------------- ------------- POOL 0 712 712 720 720 CUT = 0.6sf. CUT = 2.8sf. to 708 FILL = 2.6sf. FILL = 0.6sf. 708 716 ---- ---------------------- 716 T------- 1. _�� — --I --------------------- CD CUT = 1.4sf. CUT'= 7.4sf. c� 712 712 0 FILL = 5.8sf. FILL O.Osf. C5 = 708 708 LO 40 20 0 —20 —40 31+43.90 724 724 40 20 0 —20 —40 W C 720 POOL 720 32+57.19 FEXISTING GROUND E-1 04 u 720 (wp) 720 e� M W 716 716 PROPOSE� GROU14D C 7 ------- — ----- 716 (T -y _LE 716 C) cn --------------- 712 712 CUT = 11.5sf. CUT = 0.2sf.-I ------ 712 C) SEE TYPICAL SECTIONS FOR CUT = 1.Osf. FILL = O.Osf. 712 FILL = 2.5sf. CUT = 1.7sf. STANDARD CHANNEL DIMENSIONS, 708 FILL = 4.2sf. 708 -FILL = 1.5sf. u DEPTHS AND SLOPES 708 708 O� C) C5 -: _0� ALL CROSS SECTIONS ARE 40 20 0 —20 —40 40 20 0 —20 —40 DISPLAYED LOOKING DOWNSTREAM eq el EXISTING CENTERLINE' VPROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) x 3+20.48 3 716 716 CUT = 0.9sf. 712 ---------- CUT = 19.4sf. POOL FILL = 0.5sf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 712 FILL = 1.3sf. 708 708 0+79.74 704 704 T c� c� q- t o 712 ------------------ --- 712 0 RIFFLE POSED 28' SPAq BRIDGE -40 -20 0 20 40 708 PRO 708 .......... - --------------------------- CUT = 27.2sf. 3+06.01 FILL = 0.1sf. L9 704 704 CUT = O.Osf. S_ 716 716 Lli z FILL = 3.1sf. CUT = 17.4sf. CUT = 47.Osf. - - - - - - - - - - - - - - - - - j 700 700 FILL = 7.1 sf. FILL = 3.Osf. I I RIFFLE 712 --------- 712 ........ E; 0 I I r, I r- 708 708 -40 -20 0 20 40 704 704 0+67.39 0 c� ZO --------------- A 712 712 0 0 CUT = 20.1sf. a 'd FILL = O.Osf. -40 -20 0 20 40 65 -.-6 RIFFLE 708 708 LOU cd ------------------------------------------ 'j 1+54.25 ;s m cc z 704 704 m CUT = 11.1sf. FILL = 4.1 sf. CUT = 40.3sf. 700 T 712 FILL = O.Osf. 712 c -_ dt 700 RIFFLE CUT = 0.4sf. — - - - - - - - - - - - - FILL = 4.7sf. 708 708 E; \\ \ z -40 20 0 20 40 704 /--777 704 0 0+58.58 0 E 0 c� 0 712 ----------- CUT = 1 5.Osf. POOL CU 20.5sf. 712 -40 -20 0 2 0 4 0 FILL = 5.3sf. FILL O.Osf. 708 708 1+44.80 704 704 ,k 712 --------- ---- ------- CUT = 25.2sf. 712 FI LL = O.Osf. POOL CU� = 4.1 sf. - - - - - - - - - - - - - - - - - 700 T 700 FILL = 4.9sf. 708 708 E- C� 3 0 1100, I I r, 1 r- 704 704 d -40 -20 0 20 40 z 0 0 C'� 0+49.76 c� 0 -40 -20 0 20 40 :a 712 RIFFLE 1 712 1+35.34 Wft CUT = 9.5sf. 0-9 708 FILL = O.Dsf. 708 -------- 712 CUT = 12.9sf. 712 FILL = 0.8sf. —CUT = RIFFLE FILL = 2.4sf. 704 704 5.8sf. - -- - - - - - - - - - - - - - - CUT = 12.6sf. 708 708 FILL = 3.7sf. 700 700 704 704 c� 0 c� 0 c� c'4 -40 -20 0 20 40 0 0+43.19 -40 -20 0 20 40 1+19.25 712 POOL 712 712 EARTHEN FILL 712 T 708 708 95% Cl - PACTION (TyP) POOL CUT= O.Osf. > - - - - - - - - - - - - - - - - - + 704 704 708 ------ ------------------------------------- 708 Js C = 15.5sf. CUT = 7.3sf. C) 0 UT SEE TYPICAL SECTIONS FOR C*4 FILL = 0.5sf . FILL = 2.Osf. w 704 704 u 700 700 STANDARD CHANNEL DIMENSIONS, CUT = 11.3sf. �71 b U) 0 1 1 � = C:) DEPTHS AND SLOPES FILL = 3.4sf. c� 700 700 E; 0 0 0 C'i -40 -20 0 20 40 N 0 0 r- rl- < ALL CROSS SECTIONS ARE a- i:� 0+36.63 -40 -20 0 20 40 DISPLAYED LOOKING DOWNSTREAM u Lo >. 1+03.16 XI d 712 --------------------------- RIFFLE 1 712 w 0 CUT = 2.Osf. 0 Q. of. 1 712 ---- ---- 712 708 FILL = 2.9sf. 708 CUT = 1.8sf. RIFFLE a. ---------------------- FI LL = 4.Osf. CUT = O.Osf. co CUT = 21.5sf 708 FILL = 4.Osf. 708 704 FILL = O.Osf. 704 -------- ----------------------------------- 700 700 704 704 0 w C, c� 700 700 E; 0 0 0 cl� -40 -20 0 20 40 E; 0 r- rl- u PROPOSED GROUND 0+00 EXISTING GROUND -40 -20 0 20 40 (Typ) (Typ) F 0+91.45 RIFFLE 716 716 712 --------- 712 CUT = O.Osf. 708 1 708 FILL = 36.5sf. - --- - - - - - - - - - - - - - 712 osf.POOL 712 FILL 0.2sf. c T .9, 7sf 704 k Fl 704 k L 7.5sf. 708 708 700 700 0 704 704 N c� CUT = O.Osf. 0 0 FILL = 7.3sf. r- 700 700 -40 -20 0 20 40 r- c� E; EXISTING CENTERLINE PROPOSED CENTERLINE -40 -20 0 20 40 ELEVATION (TYP) ELEVATION (TYP) 9+38.05 720 ------- ---------------------------- RIFFLE ------------------------ 720 4+40.� 1 716 716 712 CUT = 2.5sf. CUT = 16.1sf. 712 716 716 FILL = 4.8sf. ��!77� FILL = 1.1sf. - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - — I 712 POOL ------------------ --------------- 712 708 r- 708 C14 00 0i 00 0 708 708 " , I oo� CUT 0.8sf. CUT = 7.1 sf. —40 —20 0 20 40 z Qf IQ n FILL O.Osf. FILL = 4.3sf. W. 704 704 L< 9+27.56 Lo cn ro L6 Lo 0 0 720 720 r, I r- I I I I JL ----------------- -40 —20 0 20 40 716 POOL 716 ZCUT = 13.7sf. 4+23.88 11 0 CUT'= 6.6sf. FILL = 0.3sf. z 712 FILL 7.Osf. 712 gc? C; 712 -------- ------------ ------------------------ ------- 712 J 1.4Z 708 708 ----------- RIFFLE s Ln 708 708 00 c� 'w od 0) CUT = O.Osf. CUT = O.Osf. 0 Lj �7� r- cd FILL = 5.3sf. FILL = 6.5sf. tj -L, -C 2! 704 704 —40 —20 0 20 40 2 0 n Lo 9+1 7.07 0 —40 —20 0 20 40 --------------------------------- L 716 RIFFLE 716 4+1 6.05 1 N "'� 712 CUT = 16.2sf. 712 FILL = 0 00 CUT = O.Osf. FILL = 18.7sf. 712 ------------------- --- 712 708 708 04 ---------- RIFFLE (n – ----------- — ----------------- u 00 w (1� im 708 708 od 00 CUT = O.Osf. CUT = 3.5sf. 0 47? r - FILL = d.20. FILL = 2.8sf. 704 704 —40 —20 0 20 40 CD co 8+94.65 —40 —20 0 20 40 716 ------------------------- --------- ----- 716 --PQOL 4+08.70 1", 712 CUT = 48.4sf. ��S. "--CUT = 13.9sf. 712 FILL = O.Osf. FILL = 23.6sf. 712 CUT = 4.3sf. - - - - - - - - ----- 712 -------------------------------- POOL FILL = 0.4sf. 708 708 ------------- 00 708 708 co CUT = 0.6sf. 0 FILL = 6.1st. 704 704 —40 —20 0 20 40 C, 8+72.24 r, rw� 2 —40 —20 0 20 40 A 716 716 k 4+01.34 RIFFLE 712 CUT = 27.8sf. 712 FILL = O.Osf. 1-11 CUT = 0.4sf. CUT = O.Osf. CUT = 4.6sf. - - - - - - - - - - 712 ----------- 712 FILL = 17.Osf. — - - - - - - - - - FILL = 5.3sf. FILL = 2.1 sf. RIFFLE ------------------- 708 708 708 708 Lo oq 06 00 0 704 704 —40 —20 0 20 40 (9+51.58 —40 —20 0 20 40 720 720 ------------------ 3+82.99 716 ---------------------------------- POOL 716 0 CUT = 11.9sf. FILL = 4.1sf. o 1.00, CUT = 4.2sf. 712 1 712 m 712 ---------- 712 SEE TYPICAL SECTIONS FOR FILL = 0.6sf. RIFFLE --------- CUT = 10. 1( b STANDARD CHANNEL DIMENSIONS, FILL = 708 708 DEPTHS AND SLOPES 708 708 C = 2.8sf. 0 UT c� FILL = 0.7sf. "d co �o Li 704 704 0 0 c� ALL CROSS SECTIONS ARE —40 —20 0 20 40 0 r- DISPLAYED LOOKING DOWNSTREAM 8+30.93 —40 —20 0 20 40 720 720 ...... ------- 0 3+58.97 _r ---- a. oc� ---------- T ---------------------- RIFFLE w 0. 716 716 04 0 CUT = 0.3sf. FILL = 5.2sf. 712 —CUT = 21.1sf. ------------ 712 712 CUT = 6.9sf. 712 FILL = O.Osf. POOL CUT = 3.5sf. ------- --------- FILL = 13.5sf. - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - FILL = 20.5sf. � I ---,7 ----- 1. / - EARTHEN FILL 708 708 708 708 95% COMPACTION (TYP) 00 0 704 704 00 00 C11 rl: —40 —20 0 20 40 0 —40 —20 0 20 40 4+56.33 PROPOSED GROUND EXISTING GROUND 3+34.95 (Typ) (Typ) 716 ------------------ 716 RIFFLE --------------------- 712 --------------------- RIFFLE 712 712 ----------------------- ---- --------- 712 708 708 708 708 CUT = 26.3sf. CUT = 2.3sf. FILL = O.Osf. CUT = 0.4sf. .-CUT = O.Osf. 704 FILL = 13.6sf. 704 704 FILL = 2.1sf. FILL = 9.6sf. 704 0 co 0 Lo 0 Lo 0 0 —40 —20 0 20 40 —40 —20 0 20 40 EXISTING CENTERLINE PROPOSED CENTERLINE o ELEVATION (TYP) ELEVATION (TYP) 10+70.02 720 ------------ —CUT = 0.osf.1 ---------------- ------- 720 ------ RIFFLE FILL = 40.lsf.---- 716 716 LUT = 23.6sf. 712 FILL = 0.6sf. 11+90.03 712 00 720 ----------------------------- 720 11 n RIFFLE ci F, I r- I I I 1 1 716 716 -40 -20 0 20 40 114%, % 712 —CUT = O.Osf. -CUT = 1.2sf. 712 S FILL = 3.OST. FILL = 9.3sf. Qf ji4 10+51.61 <:V) 6 < s Lli 720 720 V) - Q - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - CUT = 16.6sf. - - - - - - - - - - - - - - - - - - - FILL = 38.9sf. -N)OL 716 716 -CUT = 33.7sf. "7 -40 -20 0 20 40 FILL = O.Osf. 712 N.— 712 11+77.62 11 c� --------- I I lu 'd ;:: 720 720 POOL 110 ZO a -40 -20 0 20 40 716 716 iq J CUT = 30.1sf. 0 um 0 L4 c co uj FILL = O.Osf. W.0 Nl"-- L\1 CUT = 2.4sfl. 2i 712 FILL = 14.2sf. 712 lulL 3 rr) 10+33.20 720 720 -40 -20 0 20 40 716 --------------------------- RIFFLE 716 11+65.21 0 CUT = 1 6.4sf. I _% - - E FILL = O.Osf. ol� CUT = O.Osf. 6 712 FILL = 39.9sf. 712 720 ------------------ -- ---- 720 M -------- ---------- ----- RIFFLE 00 Lo 716 716 co 712 CUT = 16.9sf. CUT = O.Osf. 712 -40 -20 0 20 40 FILL = 0.5sf. FILL = 11.9sf. 10+10.56 C_� 720 720 716 --------------------------- POOL 716 -40 -20 0 20 40 I - Z 11+50.66 d 712 CUT = 17.3sf. CUT = 5.2sf. 712 z FILL = 4.3sf. FILL = 2.9sf. 708 708 720 -------------------------- ---------- POOL 71 ------------------ -------------------------- 720 716 \% 716 Lq - \\, 0 712 CUT = 12.Osf. CUT = O.Osf. 712 -40 -20 0 20 40 FILL = 9.1 sf. FILL = 5.2sf. 00 9+87.93 c� 720 720 r- ------------------------------- -40 -20 0 20 40 ------------------- RIFFLE 716 716 11+36.10 CUT = 16.7sf. CUT = 1.6sf. 712 712 720 - ----------------------- 720 FILL = 15.6sf. - - - - - - FILL = 0.4sf. - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - 708 708 RIFFLE r.0 716 716 —CUT = 15.7sf FILL = O.Osf. CUT = O.Osf. 0 /0' i�� 712 712 - - - - - - FILL = 24.9sf. -40 -20 0 20 40 c� 9+72.30 c� > d 720 720 -40 -20 0 20 40 00 0 ------------------------- -- N m W ------ RIFFLE 11+23.29 0- �4 — u 716 716 b U) u CUT = 38.3sf. CUT = 5.3sf. SEE TYPICAL SECTIONS FOR 720 ------------------------------------- 720 712 FILL = O.Osf. FILL = 23.6sf. 712 STANDARD CHANNEL DIMENSIONS, - - - - - - - - - - - - - - =� -- - - - - - - - - - - - - - - - - - ____l - - - - - - POOL DEPTHS AND SLOPES 716 716 a. w 708 708 CUT = 21.4sf. 01— FILL = O.Osf. CUT = 0.6sf. EL �77\ 712 00 712 FILL = 23.3sf. 0 C'i - - - - - - ro 0 u ALL CROSS SECTIONS ARE Lo -40 -20 0 20 40 DISPLAYED LOOKING DOWNSTREAM 0 d Q C) ,i �2 1 4 w W 0) m 0 0 9+61.78 -40 -20 0 20 40 720 ---------------- 720 11+10.48 716 POOL 716 720 ---------------------------------- 720 712 CUT = 26.5sf CUT = 4.6sf. 712 716 ------------------------- RIFFLE 716 FILL = O.Osf. FILL = 18.9sf. 708 708 712 CUT = 8.4sf. —CUT = O.Osf. 712 FILL = 0.8sf. FILL = 18.2sf. 00 N cq U c� CD 0 L0 -40 -20 0 20 40 -40 -20 0 20 40 PROPOSED GROUNDI 9+51 .27 EXISTING GROUND 720 (Typ) F(Typ) 720 10+90.25 I--------- ---------------- --------- ------------------------- RIFFLE 720 CUT = O.Osf. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 720 716 716 ------------- — - - - - - - - - - - - - -- - - - - FILL = 19.2sf. — 716 RIFFLE 716 CUT = 23 .90 -CUT = 0.2sf. , " " -.*, C 712 FILL = 18.2sf. 712 LIT = 14.8sf. FILL = O.Osf. EARTHEN FILL FILL = 0.8sf. 712 95% COMPACTION (TYP) 712 708 708 0 4'� 00 -40 -20 20 40 -40 -20 0 20 40 EXISTING CENTERLINE�O�PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 18+58.38 Ems! 732 POOL -------------------------- ----- 732 400 1 13+44.76 i�__ 724 724 728 CUT = O.Osf. 728 ------- ------------------------- ---------------------------------------- CUT = 10 3sf. FILL = 14.5sf. 720 RIFFLE 720 724 FILL = O.Osf. 724 CUT = 32.3sf. FILL = 1.Osf. c� CUT = �1.5sf. N 716 716 c� CN FILL = 2.8sf. 04 r- . . . . . . . . . . r 712 712 —40 —20 0 20 40 % I % _J 0 < o S 0 U (0 Ld 00 ri 18+45.97 01 — C4 !: V) Q z Fz F, ---i -' —40 —20 0 20 40 732 --------- ----------- 732 13+ 21.82 RIFFLE CUT = 1.1 sf. FILL = 15.2sf. A 728 CUT = 5.6sf. 728 724 724 ----FILL = O.Osf. z 1. - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - ------- 724 724 'cm q c? RIFFLE 720 720 g9z UT = 13.2sf. .�d ci FILL = 4.6sf. c� CUT = 34.3sf. 716 FILL = 0.6sf. 716 c4 m cli s Lc u ir ;5 2! 712 712 —40 —20 0 20 40 0 c� 18+39.74 �2 —40 —20 0 20 40 732 ------------- 732 POOL CUT = O.'Osf. 12+6 0.25 728 CUT = 8.4sf. FILL = 1 .9sf. 728 z FILL = O.Osf. 0 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I— 720 CUT 21.9sf. RIFFLE 720 724 724 FILL 1.-/ 716 N%, CUT = 10.Osf. 716 FILL = 5.6sf. c� N 712 712 —40 —20 0 20 40 18+33.51 —40 —20 0 20 40 12+54.20 732 -------- RIFFLE -------------------------- 732 el 728 728 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d 720 720 z POOL 724 CUT = 15.9sf. CUT = O.Osf. 724 716 —CUT = 32.2sf.NN 716 FILL = 0.8sf. FILL = 10.2sf. FILL = 0.8sf. CUT = O.Osf. FILL = 7.4sf. c� o 712 712 c� :a clj 4m = Ln ft 0) o c� —40 —20 0 20 40 cq —40 —20 0 20 40 13+99.30 EEO 12+48.15 724 ----------- 724 -VN- RIFFLE ---------------- �c ------- ---------------------- 720 720 720 720 RIFFLE RTHEN FILL CUT = 39.1sf. 1-1 CUT = 25.3sf. CUT = 18.Osf. 716 FILL = O.Osf. 95% COMPACTION (TYP) 716 716 FILL = 1.5sf. FILL = 0.6sf. 716 CUT = 0.3sf. 712 FILL = 13.4sf. 712 ......... Ln c� ;d- o) ED C� F, —40 —20 0 20 40 —40 —20 0 20 40 13+86.24 12+28.60 > 0 ---------- 724 --- ----------------------- ------------------------- 724 0 - - - - - - - - - - - - - - - - - - - 720 ----- ------------------ 720 RIFFLE m W u ,------,POOL b U) N__l SEE TYPICAL SECTIONS FOR 720 720 716 CUT = 32.8sf. - 1 1 716 - � - "I I 'o'o ........ . . ul FILL = O.Osf. CU = 5.1 sf. STANDARD CHANNEL DIMENSIONS, 11 1 11 �z CUT = 21.3sf. 2 FILL = 16.1sf. DEPTHS AND SLOPES 716 CUT = 9.8sf. FILL = 0.9sf. 716 712 712 FILL = 0.8sf. a. C*4 00 < 0) o c� ALL CROSS SECTIONS ARE u LO >. —40 —20 0 20 40 DISPLAYED LOOKING DOWNSTREAM —40 —20 0 20 40 0 f) 0 d 0 C.D 12+09.05 w 0 0 0 r._ 13+76.97 720 -------------------------- ------ --- ---------------------------- 720 co ------ RIFFLE 724 ------------------------------------ ----------------------- 724 CU� = 6.2sf. RIFFLE 716 FILL = 4.6sf. CUT = O.Osf. 716 720 1, 720 "ool FILL = 9.lsf. CUT = 0.8sf. 0000 CUT = 13.5sf. 712 712 716 FILL = 3.Osf. FILL = 2.5sf. 716 Ln c'! —40 —20 0 20 40 PROPOSED GROUND 12+00 EXISTING GROUND —40 —20 0 20 40 (Typ)� F(Typ) 13+67.71 Uw -- ---- ------------------ 724 ------------------------- 724 720 --------------- RIFFLE 720 ------------------------ 11 720 RIFFLE 720 c 716 CUT = 21.Osf. 716 CUT = 17.Osf. CUT = 27.Osf. CUT = O.Osf. —FILL = 0.3sf. FILL = 1.4sf. FILL = 1.3sf. FILL = 8.8sf. 716 716 u 712 712 00 712 712 04 �2 —40 —20 20 40 —40 —20 0 20 40 EXISTING CENTERLINEJO PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 21+01.28 740 740 736 RIFFLE —736 732 _1 --- 1 732 728 CUT = O.Osf. —CUT = 0.6si. 728 19+85.85 FILL = 3.9sf. FILL = 2.6sf. .......... L? 7 POOL 736 df Q __j n 736 ----------- C�� Vo 732 732 —40 —20 0 20 40 ).n L *Q zz <<; CUT = 29.6sf. 20+83.08 1-1 .......... 728 FILL = O.Osf. 728 1* Q5 724 CUT = 0. 1 sf. AIIINVIIII, FILL = 9.6sf. 724 740 POOL 740 z 736 736 ---------------- gc? 04 F, z 732 0.6 732 -..:o —40 —20 0 20 40 Lu 728 728 ico (03 a ad 19+77.48 I.1j I WiZtj CUT = 0.4sf. cu� = 9.8sf. 2! 2 736 736 724 FILL = 8.4sf. FILL = O.Osf. 724 OR RIFFLE 732 732 6 Ln cq 04 728 728 —40 —20 0 20 40 CUT = 15.Osf. Nll,� - - -, — FILL = O.Osf. CUT = O.Osf. 724 724 20+64.87 FILL = 15.6sf. CD 740 740 RIFFLE 736 736 —40 —20 0 20 40 732 732 19+43.34 728 728 736 736 CUT = 0.4sf. CUT = O.Osf. �77� =70!!� 1 __ FILL = 1.3st. FILL = 21.6sf. 732 CUT = I 11.8sf. RIFFLE ------ ---- ----------------- 732 724 724 n u� FILL = 34.7sf. 728 728 1100' CUT = 69.3sf. —40 —20 0 20 40 724 FILL = O.Osf. 724 20+45.79 0 c� r-: CN c14 740 740 r, POOL —40 —20 0 20 40 736 736 19+23.54 732 732 A ------------------------------ 732 728 728 732 -CUT = 8.9sf. POOL CUT = 8.6sf. C6T = 2.4sf. FILL = 29.3sf. FILL = O.Osf. FILL = 22.9sf. 728 728 724 724 ZCUT= (D 56.2sf. Ns< FILL = O.Osf. 724 724 —40 —20 0 20 40 c� cq 20+26.70 —40 —20 0 20 40 736 736 19+03.74 732 RIFFLE 732 --CUT = O.Osf. FILL = 20.1sf. 0 o 732 1 CUT = O.Osf. -------------- 732 728 728 RIFFLE EARTHEN FILL CUT = O.Osf. M -CLIT = 0.4sf. FILL = 4.8sf. FILL = 1 1.Osf. 95% COMPACTION 'TYP) b 728 FILL = 4.8sf. 728 724 1, 724 SEE TYPICAL SECTIONS FOR 0 STANDARD CHANNEL DIMENSIONS, 724 724 DEPTHS AND SLOPES —40 —20 0 20 40 c� cq cq r, r- T 20+10.46 ALL CROSS SECTIONS ARE —40 —20 0 20 40 DISPLAYED LOOKING DOWNSTREAM 736 736 cn w 18+87.26 POOL ------------- e w 0 ------------- 0 0 732 732 r- 732 - -------------------- 732 —CUT = 0.7sf. (o POOL 728 FILL = 28.8sf. -CUT = 5.8sf. 728 CUT = 5.1 sf. FILL = O.Osf. 728 FILL = 18.7sf. 728 CUT = 13.6sf. IZ 724 724 FILL = O.Osf. 0 724 724 C� 00 0 c� ,t N 0* 4 N —40 —20 0 20 40 cq 19+94.22 C —40 —20 0 20 40 00 Ell* PROPOSED GROUND 18+70.79 EXISTING GROUND (Typ)� F(TYP) 736 RIFFLE 736 - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - CUT = 3.2sf. - - - - - - - - - - - - - - - - - - 732 �ppo 732 732 732 FILL = 4.8sf. CUT = O.Osf. RIFFLE FILL = 4.7sf. 728 -CUT = 2.1sf. 728 728 728 FILL = 23.5sf. 7 11 11 724 CUT = 13.4sf. 724 724 724 FILL = Osf. 0 1 0 c� ,t N t wi CN CN N —40 —20 0 20 40 —40 —20 0 20 40 j EXISTING CENTERLINE PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 7,32 728 22+20.79 -40 -40 -20 0 22+15.66 RIFFLE CUT = O.Osf. CUT = 6.9sf. FILL = 14.2sf. �77N FILL = 1.Osf. Lo cq 04 P, r- -20 0 21+67.09 20 20 all P OOL RIFFLE 736 736 CUT = 1.3sf. FILL = 10.Osf. - - - --- - - - - - - CUT = 1.Osf. ------------------------------ -CLIT 41 5sf. _A CUT = O.Osf. -CUT = 14.4sf. CUT = 2.2sf. FILL = 6.6sf. ts zo c. FILL = 15.3sf. ��77N FILL = O.Osf. r-� N r- N 0 FILL = O.Osf. 0) FILL = 6.9sf. CD r - c� r': N C-4 r- 0 p 00 Go C14 N r- rl- -40 -40 -20 0 22+15.66 RIFFLE CUT = O.Osf. CUT = 6.9sf. FILL = 14.2sf. �77N FILL = 1.Osf. Lo cq 04 P, r- -20 0 21+67.09 20 20 all -40 -20 0 21+50.70 20 P OOL POOL 736 736 CUT = 1.3sf. FILL = 10.Osf. -------------- 740 CUT = 1.Osf. ------------------------------ -CLIT 41 5sf. _A CUT = 34.8sf. FILL = 3.1sf. CUT = 2.2sf. FILL = 6.6sf. ts zo c. EARTHEN FILL r-� N r- N -40 -20 0 21+50.70 20 -40 -20 0 21+34.32 20 P OOL POOL 736 736 CUT = 1.3sf. FILL = 10.Osf. -------------- 740 CUT = 1.Osf. --FILL = 13.7sf. -CLIT 41 5sf. 736 FILL = O.Osf. FILL 1.Osf. ts zo c. EARTHEN FILL CUT = 0.8sf. 95% COMPACTION (T)'P) 0 FILL = O.Osf. 0) FILL = 6.9sf. CD r - c� r': N C-4 r- 0 p 00 Go C14 N r- rl- N r- ro 04 ro -40 -20 0 21+34.32 20 -40 -20 0 20 40 PROPOSED GROUND 21+17.84 EXISTING GROUND (Wp)� F(wp) P OOL RIFFLE 736 736 CUT = 1.3sf. FILL = 10.Osf. CUT = 8.9sf. FILL = O.Osf. 740 CUT = 1.Osf. --FILL = 13.7sf. CUT = 4A.8sf. 736 FILL = O.Osf. __ll ts zo c. EARTHEN FILL C6T = 22.7sf. CUT = 1.2sf. FILL = O.Osf. 95% COMPACTION (T)'P) 0 c� FILL = 6.9sf. CD r - r': N C-4 r- 0 p 00 Go C14 N r- rl- -40 -20 0 20 40 PROPOSED GROUND 21+17.84 EXISTING GROUND (Wp)� F(wp) -40 -20 20 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 P OOL 740 736 736 CUT = 1.3sf. FILL = 10.Osf. CUT = 8.9sf. FILL = O.Osf. 740 0 00 rZ (o 04 C-4 r- -40 -20 20 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 740 736 736 732 728 740 732 - I CUT = 7.osf. FILL = O.Ust. 736 728 FILL = 11.6sf. ts zo c. 732 C6T = 22.7sf. CUT = 1.2sf. FILL = O.Osf. 728 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES 744 740 LL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAMI 740 736 736 732 732 728 728 ffilm! 740 740 736 736 7,32 732 728 728 23+17.62 -40 -20 0 23+01.10 20 imil oil RIFFLE POOL ------------- 'o -------------------------- -------------- - I CUT = 7.osf. FILL = O.Ust. -CUT = 9.6sf. FILL = O.Osf. CUT = 0.2sf. FILL = 11.6sf. ts zo c. ci r. 3 0 C C6T = 22.7sf. CUT = 1.2sf. FILL = O.Osf. -CUT = 4.Osf. CUT 13.3sf. FILL = 3.2sf. f. 0 f oi N -40 -20 0 23+01.10 20 -40 -20 0 22+84.58 20 imil oil RIFFLE POOL ------------- 'o -------------------------- -------------- - I CUT = 7.osf. FILL = O.Ust. CUT = 4.1sf. NI -1-1 CUT = 15.2sf. FILL = 0.1sf. FILL = O.Osf. co 7 c6 ON) N r- ts zo c. ci r. 3 0 C C6T = 22.7sf. CUT = 1.2sf. FILL = O.Osf. -CUT = 4.Osf. CUT 13.3sf. FILL = 3.2sf. f. 0 f oi 0 FILL = 6.9sf. 0 p 00 Go C14 N r- rl- ro ro O� c� 6 r - N C-4 ;;; c'j r, rl- -40 -20 0 22+84.58 20 -40 -20 0 22+68.57 20 imil oil RIFFLE RIFFLE ------------- 'o Zw *t_0 V) 0,11 . -------------- - I CUT = 7.osf. FILL = O.Ust. CUT = 4.1sf. NI -1-1 CUT = 15.2sf. FILL = 0.1sf. FILL = O.Osf. co 7 c6 ON) N r- ts zo c. ci r. 3 0 C Lo Go oi 00 N N -40 -20 0 22+68.57 20 -40 -20 0 22+52.57 20 imil oil POOL RIFFLE -------------- 'o Zw *t_0 V) 0,11 . -------------- - I CUT = 7.osf. FILL = O.Ust. CUT = 8. .10 UT = 3.8sf. 7sf. FILL = 6.Osf. Fl LL = O.Osf. "-001" co 7 c6 ON) N r- ts zo c. ci r. 3 0 C C" c6 i N -40 -20 0 22+52.57 20 -40 -20 0 22+39.25 20 imil oil RIFFLE -------------- RIFFLE -- ------ 'o Zw *t_0 V) 0,11 . -------------- I'll"'o CUT = 7.osf. FILL = O.Ust. CUT = 0.9sf. FILL = 3.7sf. co 7 c6 ON) N r- ts zo c. -40 -20 0 22+39.25 20 -40 -20 0 22+25.92 20 imil oil RIFFLE POOL ------------- 'o Zw *t_0 V) 0,11 . -------------- I'll"'o z co ts zo c. ci r. 3 0 C CUT = 0.1sf. CUT = 22.3sf. FILL = 14.8sf. FILL = 0.5sf. -CUT = 4.Osf. CUT 13.3sf. FILL = 3.2sf. f. 0 f oi 0 0 p 00 Go C14 N r- rl- -40 -20 0 22+25.92 20 -40 -20 20 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 740 736 732 728 740 736 732 728 740 736 732 728 imil oil RIFFLE Qf rn % 'o Zw *t_0 V) 0,11 . ..... I'll"'o z co ts zo c. ci r. 3 0 C CUT = 0.1sf. CUT = 22.3sf. FILL = 14.8sf. FILL = 0.5sf. c Lu ;5 -L, -C 2! 0 f oi 0 u') O� r - N C-4 -40 -20 20 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 744 740 736 732 728 740 736 732 728 740 736 732 728 740 736 732 728 imil oil Qf rn % 'o Zw *t_0 V) 0,11 . ..... I'll"'o z co ts zo c. ci r. 3 0 C sc WON ot U! c Lu ;5 -L, -C 2! 0 f oi 0 d z :a a @m cob J�d I c*4 u b U) � u 2 < u Lo 0 d 0 0 0 co U w C 00 U 25+90.47 744 ------ --------- 744 740 POOL ------ -------------------------- 740 --- -------- 24+77.39 736 736 CUT = O.Osf. CUT = O.Osf. 744 744 732 FILL = 7.6sf. FILL = 1.6sf. 732 POOL 740 740 n ----------------------------- -40 -20 0 20 40 ....... 736 736 CUT = 24.7sf. CUT = 7.2sf. FILL = O.Osf. X FILL = 21.8sf. 25+80.71 z Qf .44 _j n 732 732 < LIJ cn eo ro 744 744 r, rl- RIFFLE ........ s -40 -20 0 20 40 740 ------------------------- 740 24+66.98 736 736 z 1. 744 744 CUT = O.Osf. -CUT = O.Osf. FILL = 10.2sf. _.�7 FILL = 3.9sf. c? w 732 732 C; RIFFLE I z 740 - --- - - - - - - 1�7 Z - _ - - - - - - - - - - - - - - - - - 740 00 0 s CUT = 4.Osf. r*� C.5, FI LL = 24.8sf. r) 736 736 1- t3 cd tj CUT = 27.4sf. -40 -20 0 20 40 FILL = O.Osf. 732 732 25+64.99 Lo 744 RIFFLE 744 -40 -20 0 20 40 740 -------- ------------ 740 24+59.62 CUT = 24 9-f 744 744 736 736 FILL = 0 Osf. CUT = 2.6sf. FILL = 20.8sf. (y) RIFFLE w 740 CUT = 1.Osf - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - 740 732 Lo 732 FILL = 13.4sf. 736 736 ui —CUT = 7.7sf. r- 732 FILL = O.Osf. 732 -40 -20 0 20 40 25+51.10 r, Cq ,.,i -40 -20 0 20 40 744 ----------------- — ------- POOL 744 ---------- ------------ 24+28.60 740 740 ZO CUT = 26.9sf. CUT = 5.8sf. 744 744 736 FILL = O.Osf. FILL = 18.5sf. 736 740 POOL 740 732 732 Map — — — — — — — — — — N Lo 736 736 CUT = 20.1sf. r, r - CUT = 6.4sf. F1 I LL = O.Osf. 732 FILL = 13.6st. 732 -40 -20 0 20 40 25+37.21 0) L6 744 744 CUT 1.5sf. - - - - - - - - - - - - - - OR xa- %a 20 -40 -20 0 20 40 RIFFLE FILL 17.2sf. - - - - - - - - - - - - - - - - - - - - 740 740 23+97.59 CUT = 15.Osf. 736 736 FILL = 0.osf. `77'—EARTHEN FILL 744 744 95% COM DACTION (TY RIFFLE 740 732 co 732 740 736 ------ -------------------------- 736 -40 -20 r, 0 r- 20 40 732 CUT = 0.�sf. CUT = O.Osf. 732 FILL = 0.5sf. FILL = 6.7sf. 0 25+27.35 �2 W V, 744 744 ------- --------- b --------------- RIFFLE --------------------- -40 -20 0 20 40 740 --------------- 740 SEE TYPICAL SECTIONS FOR 23+60.56 736 736 STANDARD CHANNEL DIMENSIONS, CUT = O.Osi. CUT = 0.0st DEPTHS AND SLOPES FILL = 1.5sf. FILL = 2.1 sf. 732 732 744 POOL 744 0 0 r1i rn 740 740 ALL CROSS SECTIONS ARE r, r- CD DISPLAYED LOOKING DOWNSTREAM —40 —20 0 20 40 a. oc� ---------------------------- w 0. 736 736 04 0 CUT 47.5sf.' 25+07.58 FILL O.Osf. 732 CUT = 10.3sf. 732 728 FILL = 32.8sf. 728 744 POOL 744 740 -------- 740 6 L6 r, r- 736 CUT = 0.4sf. CUT = 8.9sf. 736 -40 -20 0 20 40 FILL = 6.1sf. FILL = O.Osf. PROPOSED GROUNDI 23+40.55 EXISTING GROUND 732 732 0 (TYP) (TYP) P -i rn n W u 10 744 744 r, r- -40 -20 0 20 40 740 RIFFLE 740 24+87.80 —A ---- -------------------------- 736 736 744 744 CUT Z�7 CUT = 1.Osf. RIFFLE 732 FILL O.Osf. FILL = 32.3sf. 732 740 ------------------------- ------ CUT = 2.4sf. 740 F1 LL = 27.9sf - — - --- - - - - - - - - - - - - - - - 728 728 0) 736 CUT = 10.8sf. 736 0 FILL = O.Osf. 732 732 -40 -20 0 20 40 N EXISTING CENTERLINEJ �PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) -40 -20 0 20 40 .AL I D 0+84.74 ----------------------------- 744 POOL ----------- 744 Ems! 740 740 736 —CUT = 26.Osf. CUT = 1.8sf. FILL = 0.00. FILL = 14.2sf. 736 27+68.76 0 —40 —20 0 20 40 RIFFLE 748 744 -------- 744 0+75.53 < 740 740 1 = Z� % LJ 744 ---------- 744 V) — Q RIFFLE ----------- Z' CUT = O.Osf. CUT = O.Osf. '; e _'j 736 736 ---------- ot FILL = 4.9sf. FILL = 1.8sf. 740 740 r.0 CUT 11 7,;f CUT = 0.6sf. n R ui 736 FILL o nsf 736 10 '-) FILL = 13.5sf. U) —40 —20 0 20 40 c� 0 ts 27+62.35 g 9 ci :3 I —40 —20 0 20 40 5:1 0 ud, 748 748 0+69.30 ix m .0 RIFFLE -L, -C 2! 744 ------- 744 co ---------- 744 RIFFLE ----------------------------------- 744 740 740 740 740 -CUT = O.Osf. -CUT = O.Osf. 736 736 736 -CUT = O.Osf. CUT = 3.5sf. 736 FILL = 3.5sf. FILL = 5.Osf. FILL = 4.7sf. FILL = U.bSf. z r.0 Lo 0 'o ro r- I r- 1 —40 —20 0 20 40 —40 —20 0 20 40 0+54.12 27+51.71 748 748 744 --------- -- POOL -------- 744 POOL ---------------- 744 ---------- ------- 744 740 740 CUT = O.Osf. 11, FILL = 7.Osf. 740 740 CUT = 3.0sif. CUT = 15.8sf. 736 FILL = 14.6sf. FILL = O.Osf. 736 d CUT = O.Osf. z E; 736 FILL = 4.7sf. \\\ N__ EARTHEN FILL 736 9 COMPACTIIN 5% (Typ) c� Lo —40 —20 0 20 40 P, :a —40 —20 0 20 40 0+38.93 Qb 1+41.06 :* a ------------ 744 744 RIFFLE 744 --------------- 744 ------------- 740 740 RIFFLE 740 740 736 CUT = O.Osf. 736 FILL = 12.gsf. CUT = 0.6sf. CUT = O.Osf. CUT = O.Osf. FILL = 0.9sf. 736 leoo�� 736 FILL = 4.3sf. FILL = 2.8sf. 732 732 N —40 —20 0 20 40 —40 —20 0 20 40 0+37.48 1+31.85 748 748 744 744 ------ RIFFLE POOL --------- N W 744 744 740 ---------------- 740 b U) 740 740 u 736 CUT = O.Osf. 736 FILL = 10.6sf. CUT = O.Osf. CUT = 0. 1 sf. CUT = 0.1sf. FILL = 2.6sf. 736 FILL = 3.6sf. 11-5 �__ FILL = 2.4sf. 736 a. 732 732 W < 0 0) SEE TYPICAL SECTIONS FOR ro r*� u r- rl- STANDARD CHANNEL DIMENSIONS, r- rl- Lo >. —40 —20 0 20 40 DEPTHS AND SLOPES 0 —40 —20 0 20 40 0 d Q C) 1 4 w w cy) 0 0 PROPOSED GROUN 0+1 8.85 EXISTING GROUND 1+22.63 0 (Typ) F(Typ) n 748 748 ALL CROSS SECTIONS ARE 748 748 co 744 ------------------------- ----------- POOL 744 DISPLAYED LOOKING DOWNSTREAM 744 RIFFLE 744 ---------------- 740 1 --------------- 740 740 740 CUT = 27.5sf. 736 -CUT = O.Osf. CUT = 9.7sf. 736 FILL = O.Osf. CUT = 3.3sf. 736 FILL = 2.9sf. FILL = 1.4sf. 736 FILL = 19.2sf. 101-1 (A 732 732 r.0 U 0 ED Lq 0) -q- C) —40 —20 0 20 40 —40 —20 0 20 40 Uw EXISTING CENTERLINE_"�< .22 PROPOSED CENTERLINE 0+93.95 0+00 ELEVATION (TYP) ELEVATION (TYP) 748 748 744 ------------------- — ----- --- 744 ------- RIFFLE RIFFLE ---------------- 744 744 740 ----------- 740 740 740 736 736 �77 CUT = 0.2sf. CUT = O.Osf. CUT = 26.9sf.' CUT = 0.�sf. FILL = 1.4sf. FILL = 14.9sf. 736 FILL = O.Osf. _`_-FILL = 16.3sf. 736 732 732 0') O� n (= —40 —20 0 20 40 —40 —20 0 20 40 J: 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 28+10.18 -------------------------- ---- ------- 744 RIFFLE RIFFLE 736 ------------ co C6 n r, -------------------- 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 CUT = 13.7sf. CUT = O.Osf. FILL = 3.8sf. CUT = 1.6sf. FILL = 0.3sf. :3 CUT = 22.9sf. CUT = O.Osf. FILL = 1.5sf. CUT = 0.3sf. CUT = 10.7sf. FILL = 3.6sf. FILL = O.Osf. FILL = 1.9sf. --- CUT = O.Osf. CUT = O.Osf. FILL = 13.5sf. FILL = 5.5sf. c,j 00 _,of co po C14 0 0 6 c� to ro Lo ,6 (o —40 —20 0 28+04.46 20 ------------- ---- ------- 744 740 RIFFLE 736 736 co C6 n r, -------------------------- 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 (6 CUT = O.Osf. FILL = 3.8sf. CUT = 1.6sf. FILL = 0.3sf. :3 CUT = 22.9sf. c� (6 CUT = 0.3sf. CUT = 10.7sf. FILL = 3.6sf. FILL = O.Osf. --- CUT = O.Osf. CUT = O.Osf. FILL = 13.5sf. FILL = 5.5sf. c,j CUT = O.Osf. FILL = 6.2sf. _,of co po n 0 748 748 744 744 740 740 736 748 748 744 744 740 740 736 736 29+35.06 ---------------------------- L RIFFLE --------------------------------- --------- RIFFLE CUT = 1.8sf. CUT = 0.2sf. FILL = 1.7sf. FILL = 1.6sf. ;_0 co C6 n r, —40 —20 0 28+53.09 20 40 ------------------ 748 RIFFLE --------- RIFFLE --------- RIFFLE ------- -- ------------------------------- 740 -------------------------- 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 (6 Lu ir 2! ui :3 CUT = 22.9sf. c� (6 CUT = 0.3sf. CUT = 10.7sf. FILL = 3.6sf. FILL = O.Osf. --- CUT = O.Osf. CUT = O.Osf. FILL = 13.5sf. FILL = 5.5sf. FILL = 1.2sf. CUT = O.Osf. FILL = 6.2sf. _,of 0 w c� c, Lo ,6 (o (6 ') r, po r- —40 —20 0 20 40 —40 —20 0 20 40 27+99.13 28+50.89 ---------------------- 748 RIFFLE --------- RIFFLE --------- RIFFLE ------- -- CUT = 8.Osf. 11 CUT = 0.8sf. 740 -------------------------- 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 (6 Lu ir 2! ui :3 CUT = 22.9sf. c� (6 CUT = 0.3sf. CUT = 10.7sf. FILL = 3.6sf. FILL = O.Osf. --- FILL = O.Osf. FILL = 1.2sf. CUT = O.Osf. FILL = 6.2sf. _,of 0 w c� c, Lo ,6 (o (6 ') r, po r- —40 —20 0 27+93.80 20 -------------------- --------- RIFFLE ------------ - — --- — — — — — — CUT = 0.3sf. -CUT = 0.3sf. - FILL = 1.4sf. FILL = 1.Osf. ,6 n —40 —20 0 27+91.37 20 40 -40 —20 0 27+88.95 20 40 ---------------------------- 748 RIFFLE --------- RIFFLE 744 --------- 736 CUT = 8.Osf. 11 CUT = 0.8sf. 740 - FILL = O.Osf. FILL = 1.Osf. 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 (6 Lu ir 2! ui :3 CUT = 22.9sf. c� (6 -CUT = 0.4sf. --- FILL = O.Osf. FILL = 1.2sf. CUT = O.Osf. FILL = 6.2sf. _,of w c, Lo (6 ') r, po r- -40 —20 0 27+88.95 20 40 ---------------------------- 748 RIFFLE --------- --- 744 --------- 736 CUT = 8.Osf. 11 CUT = 0.8sf. 740 - FILL = O.Osf. FILL = 1.Osf. 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 (6 Lu ir 2! —40 —20 0 20 40 27+78.86 EXISTING GROUND PROPOSED GROUND --i F(Typ) (lyp) 748 RIFFLE 744 --- 744 --------- 736 740 740 CUT = 10.4sf. 740 736 CUT = 0.2sf. 71_77:�s FILL = 0.4sf. FI LL = 1.6sf. 736 —CUT = MO. CUT = O.Osf. FILL = 3.2sf. —FILL = 1.4sf. Lu ir 2! ui :3 c� to c� (6 —40 —20 20 EXISTING CENTERLINE' 0 PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 748 748 748 744 740 744 744 736 740 740 740 740 736 736 736 736 748 748 744 744 740 740 736 736 748 748 744 744 740 740 736 736 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES 748 ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 748 744 744 740 736 740 736 748 - - - 748 744 CUT = O.Osf. FILL = 7.6sf. FILL = 15.6sf. 744 740 .4 Illy0,00 740 736 Ie**o,—CUT = 2.lsf. CUT = MO. FILL = 4.2sf. FILL = 12.6sf. to ro r, r- 736 - - - - - - - - - - - - - - ------------------------ RIFFLE -------------------------------- CUT = O.Osf. FILL = 7.6sf. FILL = 15.6sf. RIFFLE ------------------------------- .4 Illy0,00 c� Ie**o,—CUT = 2.lsf. CUT = MO. FILL = 4.2sf. FILL = 12.6sf. to ro r, r- EARTHEN FILL CUT MO. *&C, 95% COMPACTION _ __z 11 FILL 3.8sf. —CUT = MO. CUT = O.Osf. FILL = 3.2sf. —FILL = 1.4sf. Lu ir 2! oi :3 c� to c� (6 CUT = O.Osf FILL = 15.2sf. CUT = O.Osf. FILL = 6.2sf. to ro w 0 6 r- -40 —20 0 28+48.68 20 --------- RIFFLE ----------------------------------- ------------------------ RIFFLE -------------------------------- CUT = O.Osf. FILL = 7.6sf. FILL = 15.6sf. CUT = 6.Osf. FILL = 14.4sf. �2 .4 Illy0,00 c� Ie**o,—CUT = 2.lsf. CUT = MO. FILL = 4.2sf. FILL = 12.6sf. to ro r, r- EARTHEN FILL CUT MO. *&C, 95% COMPACTION _ __z 11 FILL 3.8sf. —CUT = MO. CUT = O.Osf. FILL = 3.2sf. —FILL = 1.4sf. Lu ir 2! oi :3 c� to c� (6 —40 —20 0 28+41.88 20 40 -------------- RIFFLE ----------------------------------- ------------------------ CUT = 8.2sf. CUT = O.Osf. FILL = 7.6sf. FILL = 15.6sf. eo V) zz �2 .4 Illy0,00 c� Ie**o,—CUT = 2.lsf. CUT = MO. FILL = 4.2sf. FILL = 12.6sf. to ro r, r- w.. a .:3 cd cc E R -i -40 —20 0 28+35.08 20 40 —40 —20 0 28+15.90 20 ------------------ Ems! ------------------------ RIFFLE ------------------------ -.0 < Z� LJ,� eo V) zz .. .... .4 Illy0,00 Ie**o,—CUT = 2.lsf. CUT = MO. FILL = 4.2sf. FILL = 12.6sf. a0 zo w.. a .:3 cd cc E R -i —CUT = MO. CUT = O.Osf. FILL = 3.2sf. —FILL = 1.4sf. Lu ir 2! oi :3 z 0 c� (6 —40 —20 0 28+15.90 20 ------------------ Ems! RIFFLE -.0 < Z� LJ,� eo V) zz .. .... .4 Illy0,00 a0 zo w.. a .:3 cd cc E R -i —CUT = MO. CUT = O.Osf. FILL = 3.2sf. —FILL = 1.4sf. Lu ir 2! oi :3 z 0 to ro —40 —20 20 748 744 740 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 748 744 740 736 Ems! -.0 < Z� LJ,� eo V) zz .. .... .4 Illy0,00 a0 zo w.. a .:3 cd cc E R -i Lu ir 2! oi :3 z 0 w d z a > 1-0 J�d 0 m 0 c*4 u b cn u Lo 0 0 d 1 4 cy) Q w w C) 0 w 0 0 0 of. co U C) �* V—� IRT 30+13.53 31+11.74 T 748 ---------------------- 748 748 POOL 748 RIFFLE CUT = 1.Osf. 744 - 1 744 CUT = 11.6sf. FILL = 16.5sf. 744 FILL = O.Osf. 744 CUT = 2.5sf. 4 CUT = 11.7sf. 740 740 740 FILL = 11.4sf. FILL = O.Osf. 740 CD 0 M L3:1 CD 0 n rw r- -40 -20 0 20 40 -40 -20 0 20 40 30+94.72 Q f FQ n < 30+04.48 -eo cn — 752 752 748 748 -------------------------- POOL ---------- ------ RIF—_LE ----- thy 748 CUT = 6.2sf. ------ 748 744 r ------------ 744 CUT = 39.6sf._P�� FILL = 14.4sf. 744 FILL = O.Osf. 744 740 CUT = O.Osf. CUT = 3.7sf. 740 01. FILL = 3.5sf. FILL = 2.4sf. 3-11 14� MR-- , a c? 740 740 10 '� 0 J --. 9 ZO s c� A Hui Lq 0) -40 -20 0 20 40 0 L4 EN C) 00 .w Lu tj r, -L, -C 2! 30+78.70 -40 -20 0 20 40 29+95.43 752 752 - - - - - - - - - - - - - - - - --- - - - - CUT = 29.7sRIF--LE 748 -------- FILL = O.Osf. 748 ---------------------- 748 748 CUT = 5.3sf. RIFFLECUT = 3.8sf. - - - - - - - - - - - - - = 744 --FILL = 20.3sf. - --- - - - - - - - - - - - - - - - - - - - - 744 744 ------------ 744 ------------ FILL = 16.Osf. -CUT = 23.6sf. N1�11 740 740 FILL = O.Osf. 740 740 13:1 c� 0) L3:1 0 c� 00 r, -40 -20 r, 0 r� 20 40 -40 -20 0 20 40 30+69.14 >. 29+78.70 752 752 ------------ --------------- POOL 748 748 POOL ------------- 748 748 - - - - - --- - - CUT = 9.4sf. 744 744 744 CUT = 35.6sf. FILL = 22.4sf. ------- ----------- 744 ZO FILL = O.Osf. 740 CUT = 0.2sf. CUT = 9.2sf. 740 740 740 FILL = 5.7sf. FILL = O.Osf. 3: 1-j Lo CD 0j c� c� 0 00 -40 -20 0 20 40 -40 -20 0 20 40 A 29+70.90 R 30+59.57 k 752 752 ----------- 748 748 ------------ ----------- POOL ------------ --- ------- ------------ RIFFLE 748 748 744 744 CUT = 2.6sf. L = 37.8sf. ------- -- FIL 744 -------- 744 CUT = 0.6sf. CUT = 11.8sf. sf 740 740 CUT = 53.7sf. F1 _L = O.Osf. FILL = 6.7sf. FILL = O.Osf. 740 ------- EARTHEN FILL 740 3-14 95% COMPACTION (TYP) Lo r, . 00 'o Lo 0) ai r-) -40 -20 0 20 40 r, r- 29+63.10 -40 -20 0 20 40 30+42.84 W 748 748 RIFFLE ------------------------------- b 748 748 744 744 RIFFLE CUT = 14.5sf. - - - - - - - FILL = O.Osf. 744 744 FILL 3.Osf. 740 CUT O.Osf. 740 a. SEE TYPICAL SECTIONS FOR CUT = O.Osf. CUT = 2.2sf. 740 _�__ - -.1 740 0 STANDARD CHANNEL DIMENSIONS, FILL = 18.5sf. FILL = O.Osf. c� -1 DEPTHS AND SLOPES �6 00 3: 1-j -40 -20 0 20 40 w 29+54.28 ALL CROSS SECTIONS ARE -40 -20 0 20 40 a. DISPLAYED LOOKING DOWNSTREAM 748 RIFFLE ------ ---------------------------------- 748 748 30+34.22 748 744 744 POOL -------- r 740 CUT = 3.1 sf. CUT = 6.7sf. 740 744 744 F1 LL = 0.9sf. FILL = O.Osf. 'CUT = 2.7sf. CUT = 8.3sf. 0 740 FILL = 19.9sf. FILL = O.Osf. 740 c� C6 00 '-3:1 In -40 -20 0 20 40 1 1" 1� PROPOSED GROUND� 2 9 + 4 4. 6 7 EXISTING GROUND -40 -20 0 20 40 _0� (WP) F(WP) 30+25.60 -------------------------- I CA - 748 748 W RIFFLE -- ----------------------- ------------------ --- 748 744 744 748 RIFFLE ------------- -7- 777:N, 740 CUT = 9.0 CUT = 2.6sf. 740 744 744 FILL = FILL = 0.2sf. 740 CUT = 0.8sf. CUT = 5.9sf. 740 FILL = 26.8sf. FILL = O.Osf. c� p6 00 3: 1-j cj oj -40 -20 20 40 EXISTING CENTERLI N Ej 0 �PRO POSED CENTERLINE -40 -20 0 20 40 ELEVATION (TYP) ELEVATION (TYP) 752 748 744 748 744 740 748 744 740 748 744 740 748 744 740 752 748 744 740 748 744 740 748 744 740 32+41.51 -40 -20 0 31+70.86 20 ME -CUT = O.Osf. - - - - - - - - - - - - - - - FILL = 14.lsf - -- - - - - - - - - - -- - - -------------------- RIFFLE CUT = O.Osf.RIFFLE ----------------- CUT = 0.1sf. CUT = O.Osf. RIFFLE ------------------------ FILL = 3.7sf. FILL = 1.5sf. FILL = 1.9sf. FILL = 13.Osf. CUT = O.Osf. FILL = 4. sf. -------------------------------------------- 0 FILL = 5.4sf. FILL = O.Osf. 0 -CUT = O.Osf. 7� FILL = 2.2sf. c� 0 0 c� CD O� r- 0 zo k; -40 -20 0 31+70.86 20 ME -40 -20 0 31+61.66 20 ali - - - - - - - - - - - - - - - -CUT = O.Osf. - - - - - - - - - - - - - - - FILL = 14.lsf - -- - - - - - - - - - -- - - -------------------- RIFFLE CUT = O.Osf.RIFFLE = 4.4sf. - - - - --- - - - - - - - - CUT = 0.1sf. CUT = O.Osf. CUT = O.Osf. FILL = 1.5sf. FILL = 1.9sf. FILL = 13.Osf. CUT = O.Osf. FILL = 4. sf. -------------------------------------------- 0 FILL = 5.4sf. FILL = O.Osf. 0 c� 0 0 c� CD r- 0 zo k; -40 -20 0 31+61.66 20 ali - - - - - - - - - - - - - - - -CUT = O.Osf. - - - - - - - - - - - - - - - FILL = 14.lsf - -- - - - - - - - - - -- - - RIFFLE CUT = O.Osf.RIFFLE = 4.4sf. - - - - --- - - - - - - - - CUT = 0.1sf. _IiARTH EN FI _L FILL = 1.5sf. 95% COMPACTION (TYP) CUT = O.Osf. FILL = 4. sf. -------------------------------------------- Lii FILL = 5.4sf. FILL = O.Osf. 0 0 0 c� CD -40 -20 0 31+52.46 all Us] -40 -20 0 31+48.93 all us] - - - - - - - - - — I - - - - - - - - — -- - - - - - - CUT = O.Osf. FILL = 4.2sf. RIFFLE ----------------------------------- CUT = O.Osf.RIFFLE = 4.4sf. - - - - --- - - - - - - - - ------------- RIFFLE -CUT = O.Osf. FILL = 2.7sf. FILL = 0.7sf. % % CUT = O.Osf. FILL = 4. sf. -------------------------------------------- Lii FILL = 5.4sf. FILL = O.Osf. 0 CUT = O.Osf. FILL = 1.9sf. 0 c� CD 0 zo k; un cj .d. 0 -40 -20 0 31+48.93 all us] - - - - - - - - - — I - - - - - - - - — -- - - - - - - CUT = O.Osf. FILL = 4.2sf. RIFFLE ----------------------------------- CUT = O.Osf.RIFFLE = 4.4sf. - - - - --- - - - - - - - - ------- -CUT = O.Osf. FILL = 2.7sf. FILL = 0.7sf. % % 0 vs� 1: Lii FILL = 5.4sf. FILL = O.Osf. 0 -40 -20 0 31+43.05 20 40 -40 -20 0 31+37.16 20 40 CUT = �.3sf. FILL = 4.lsf. RIFFLE ------------------------ - ------------- ------- -CUT = 4.6sf. '17-1 FILL = O.Osf. 00 04 Iq CD -40 -20 0 20 40 31+28.76 EXISTING GROUND PRnPnqFn r.RntjKjn-. F (Typ) ------------- (-r,p) / CUT = O.Osf.RIFFLE = 4.4sf. - - - - --- - - - - - - - - ------- CUT = 1.1sf. FILL = 0.7sf. % % 0 vs� 1: Lii FILL = 5.4sf. FILL = O.Osf. 0 -40 -20 0 31+37.16 20 40 CUT = �.3sf. FILL = 4.lsf. RIFFLE ------------------------ - ------------- ------- -CUT = 4.6sf. '17-1 FILL = O.Osf. 00 04 Iq CD -40 -20 0 20 40 31+28.76 EXISTING GROUND PRnPnqFn r.RntjKjn-. F (Typ) ------------- (-r,p) / ----- RIFFLE -------------------------- — ------- % % CUT = 1.Osf. CUT = 15.5sf. vs� 1: Lii FILL = 5.4sf. FILL = O.Osf. 0 c� CD al -40 -20 20 EXISTING CENTERLINE10 PROPOSED CENTERLINE ELEVATION (TYP) ELEVATION (TYP) 40 752 748 744 748 744 740 748 744 740 748 744 740 748 744 740 752 748 744 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, 740 DEPTHS AND SLOPES ALL CROSS SECTIONS ARE DISPLAYED LOOKING DOWNSTREAM 748 744 740 748 744 740 % % vs� 1: Lii al zo k; un ZO b IN, 0 0 (o Ile 0 760 756 752 748 756 752 748 744 756 752 748 744 752 748 744 740 752 748 744 740 744 740 736 744 740 /,5b 744 740 736 732 -40 —20 0 7+50 20 40 --------- ---- -------- RIFFLE --------------- RIFFLE oz RIFFLE --- RIFFLE --------- N ---------------------- ---------- --------------------------------- --------- ------------------- 1.5 1 00 1. 5: 1 1. 5: 1 00 r-� " po (o Lo Lo rl r- ' aw.s (s zo 0) 0) 0 n ;ool 1. 5: 1 �ej Lo 6 Lo rl 3 z 0 'j -40 —20 0 7+50 20 40 --------- ---- -------- RIFFLE --------------- RIFFLE oz RIFFLE --- 1 5: .5: 1 N ---------------------- ---------- --------- ------------------- 1.5 1 00 1. 5: 1 1. 5: 1 00 r-� " po (o Lo Lo rl r- ' aw.s (s zo 0) 0) 0 n ;ool 1. 5: 1 �ej Lo 6 Lo —40 20 0 7+00 20 40 —40 —20 0 6+50 20 Eno ---- -------- RIFFLE --------------- RIFFLE oz --------------------------- --- 1 5: .5: 1 N c� ---------- —40 —20 0 6+50 20 Eno —40 —20 0 6+00 20 Eno ---------------------------- ---- Ems! --------------- RIFFLE POOL --------------------------- --- --- ------ RIFFLE ---------- --------- ------------------- 1.5 1 00 1. 5: 1 1. 5: 1 00 r-� " po (o Lo Lo rl r- ' aw.s —40 —20 0 6+00 20 Eno ---------------------------- ------------------ Ems! ----------- -------------------- RIFFLE POOL POOL --- --------------- ------ RIFFLE ---------- --------- ------------------- 1 .5: 1 00 1. 5: 1 1. 5: 1 r-� " po (o Lo Lo rl r- ' aw.s (s zo 0) 0) OWL s ;ool 1. 5: 1 �ej Lo rl 3 z 0 'j —40 —20 0 4+50 20 ------------------------- ------------------ Ems! ----------- -------------------- RIFFLE POOL POOL --- --------------- ------ RIFFLE ---------- --------- ------------------- 1 .5: 1 00 1. 5: 1 1. 5: 1 r-� " po (o Lo Lo rl r- ' —40 — o 0 4+00 20 40 ----- ---------------- ------- RIFFLE ------------------- c� Lo 'o P, —40 —20 0 20 40 PROPOSED GROUND 3+50 EXISTING GROUND (Typ)� F(Typ) —40 —20 20 EXISTING CENTERLINE30�PROPOSED CENTERLINE Eno 760 756 752 748 756 752 748 744 756 752 748 744 752 748 744 740 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES 752 ALL CROSS SECTIONS ARE 748 STREAM DISPLAYED LOOKING DOWN 744 740 744 768 740 764 736 760 744 740 764 736 760 756 744 740 760 736 756 732 752 9+50 Ems! ---------------------------- POOL POOL --- --------------- ------ RIFFLE ---------- --------- ------------------- 1 .5: 1 --------- 1. 5: 1 1. 5: 1 (o Lo Lo rl r- ' aw.s (s zo 0) 0) OWL s c6 06 Lr) Lf) �ej Lo rl 3 z 0 'j —40 —20 20 EXISTING CENTERLINE30�PROPOSED CENTERLINE Eno 760 756 752 748 756 752 748 744 756 752 748 744 752 748 744 740 SEE TYPICAL SECTIONS FOR STANDARD CHANNEL DIMENSIONS, DEPTHS AND SLOPES 752 ALL CROSS SECTIONS ARE 748 STREAM DISPLAYED LOOKING DOWN 744 740 744 768 740 764 736 760 744 740 764 736 760 756 744 740 760 736 756 732 752 9+50 40 20 0 9+00 20 MEG -------- Ems! ---------------------------- POOL POOL ------ 95% COMPACTION (TYP) - ------------------------------------- ------------------------------ --------- ------------------- 1 .5: 1 1. 5: 1 1. 5: 1 (o Lo Lo rl r- ' aw.s (s zo 0) 0) OWL s c6 06 Lr) Lf) �ej Lo rl 3 z 0 40 20 0 9+00 20 MEG -------- Ems! ---------------------------- RIFFLE EARTHEN FILL POOL ------ 95% COMPACTION (TYP) - ------------------------------------- ------------------------------ uo — 0 1 .5: 1 0 (o Lo Lo rl r- ' —40 —20 0 8+50 2 0 4 0 ------------------------------- Ems! POOL ------ - ------------------------------------- -::z :V) U Ld uo — 0 1.5: 1.5:1 I lz� lu aw.s (s zo 0) OWL s �ej Lo 3 z 0 —40 —20 20 40 768 764 760 764 760 756 760 756 752 Ems! -::z :V) U Ld uo — 0 lu aw.s (s zo c; ro I 'd -.-6 OWL s Lu -C 2i 3 z 0 E d z On M wft cz aft un Js 0 c� m W 0- �4 N w - u b cn = u C) < EL u Lo 0 d 1 4 0) 0 m 0 0 �* 9 u 0 STREAM NOTES: 1 . REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR). 2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR PEAK FLOW WITHOUT OVERTOPPING. 3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET OF THE CROSSING STRUCTURE IS NON-EROSIVE FOR THE RECEIVING STREAM CHANNEL. 4. ADDITIONAL MEASURES MAY BE REQUIRED PER THE ENGINEER BASED ON SPECIFIC SITE CONDITIONS. 6" WASHED STONE �A WITH TYPE 2 FABRIC. TOP E4 + OL�OL�ououo'_�ou 0 0 0 - - - - - - 0000 ISPECTOR. TEMPORARY STREAM CROSSING INTS 1/2 PIPE ItIA. OR 12" WHICHEVER IS GREATER ASS 1 RIP RAP ' ENGINEER TO SIZE PIPE (SEE NOTE 2) PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL FOR EACH CROSSING. FABRIC UNDER STONE 6" MIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT DETAIL CLDSM 30.11A_ INTS CLD STD. 30.1 1 A La ow 1 4' MAX. I - c9' M A X. NOTES: 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE SHOWN ON EROSION CONTROL PLANS. 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON UNLESS OTHERWISE SHOWN. 8. TYPE 2 GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP AND TRIMMED AFTER RIPRAP PLACEMENT SO THAT NO FABRIC IS VISIBLE. T = 1.5 X dmax. RIPRAP APRON AT PIPE Woral GENERAL NOTES: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED WITH GROUNDCOVER. im 4' MAX. �l NCDOT #5 OR #5 WASHED STON NCDO_ WA HARDWARE CLOTH AND GRAVEL INLET PROTECTION INTS - A- M 313 /-\I ITS Lo -go - 5' MIN. STABILIZED OUTLET FOR SEDIMENT FENCE INTS I= __j ivivi - mi I -IN PLAN .9 NATURAL GRADE TYPE 2 GEOTEXI ELEVATION NOT TO SCALE MIN TYPE 2 GEOTEXTILE I FILTER FABRIC LAP (IF NEEDED) NOTE: MINIMUM H=2/3 PIPE DIAMETER T(THICKNESS) -L/ATLM Ur- I TrL Z GEOTEXTILE FILTER FABRIC SECTION B -B NOT TO SCALE m OUT1 10, GALVANIZED WOVEN WIRE FIELD FENCE, 14 GAUGE, WITH 6" MAXIMUM VERTICAL STAY SPACING 4 M� ST SEDIMENT FENCE FABRIC SEE NOTE 1 NOTES: �10 1. FABRIC, PER NCDENR 6.62, TO BE ANCHORED IN THE TRENCH 8" DOWN AND 4" HORIZONTAL AND THEN BACKFILLED WITH (ool EARTH AND COMPACTED. 2. POSTS TO BE MIN. OF 2'-0" IN GROUND. 3. BRACE POSTS WHERE NECESSARY. 4. ATTACH FABRIC WIRE AND POSTS WITH METAL RUNGS ON PLASTIC ZIP TIES (50 LB MIN. TENSILE) 5. POST SHALL BE 5' (MIN.) METAL POST WEIGHING A MIN. 1.33 LB PER LF, MANUFACTURED WITH CLIPS. 6. WATER SHALL NOT BE IMPOUNDED TO A DEPTH GREATER THAN 1.5 FT AT ANY POINT ALONG FENCE. CONTRACTOR SHALL INSTALL A FENCE IMPOUNDMENT OUTLET, SEE DETAILS. PLAN 1. 5' M IN. --o� TIE SILT FENCE INTO CHECK DAM AS INDICATED ON PLANS SECTION B -B SECTION C -C CHECK DAM DETAIL INTS SILT FENCE DETAIL INTS ANCHOR TRENCH N. T. S. m INTERM117ENT CHECK SLOT ME7HOD 1 N. T. S. STAKE AT (3'-5') INTERVALS ISOMETRIC VIEW 0 CHECK SLOT AT (25') INTERVALS INTERM17ENT CHECK SLOT NOTES: METHOD 2 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. 2. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. EROSION CONTROL BLANKETS CHANNEL INSTALLATION INTS .......... 0 df ;4 -j �2 % �� 6. :ur) Zw LLJ (A 7=:i: < CD 02 eel a. 2! c 0 r E! 1014 'rm m q q c C9 ci 91 cQ z m 0- L) C) d rA 0 o C) C) C) cn AVAILABLE IN VARIOUS SHAPES AND SIZES FOR SEDIMENT CONTAINMENT TIE DOWN STRAP Ef] _I �j � I FLOW PUMP WATER PUMP DISCHARGE HOSE DEWATERING BAG FILTERED WATER 1. SEDIMENT FILTER BAG FABRIC SHALL BE GEOTEXTILE MANUFACTURED FROM WOVEN POLYPROPYLENE OR POLYMER MATERIAL. SEDIMENT FILTER BAG FABRIC MAY BE MADE FROM RECYCLED POLYMER MATERIALS. POLYMER MATERIALS SHALL NOT CONTAIN BIODEGRADABLE FILLER MATERIALS AND SHALL CONFORM TO THE REQUIREMENTS IN ASTM DESIGNATION: E 204 2. SEDIMENT FILTER BAG FABRIC SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 3. THE SEDIMENT FILTER BAG SHALL BE SIZED TO FIT THE CATCHMENT AREA AND SHALL BE COMPLETE WITH LIFTING LOOPS AND DUMP STRAPS ATTACHED AT THE BOTTOM TO FACILITATE EMPTYING OF THE SEDIMENT FILTER BAG. 4. LIFTING STRAPS, SHOULD BE PLACED UNDER THE DEWATERING SEDIMENT FILTER BAG TO FACILITATE REMOVAL AFTER USE. 5. PLACE THE DEWATERING SEDIMENT FILTER BAG ON A LEVEL STABILIZED AREA OVER DENSE VEGETATI ON /STRAW, OR GRAVEL (IF INCREASED DRAINAGE SURFACE AREA IS NEEDED). 6. INSERT DISCHARGE HOSE FROM PUMP INTO THE DEWATERING SEDIMENT FILTER BAG A MINIMUM OF SIX INCHES (6") AND TIGHTLY SECURE WITH ATTACHED STRAP TO PREVENT WATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED. 7. REPLACE THE UNIT WHEN ONE HALF (1/2) FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. 8. REMOVE THE UNIT AND SEDIMENT FROM ENVIRONMENTALLY SENSITIVE AREA AND WATERWAYS. AT THE APPROVED DISPOSAL SITE OPEN OR SLIT THE UNIT, REMOVE SEDIMENT AND GRADE SMOOTHLY INTO EXISTING TOPOGRAPHY. DISPOSE OF THE DEWATERING SEDIMENT FILTER BAG, AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY. DEWATERING SEDIMENT FILTER BAG NTS STILLING BASIN OR SEDIMENT BAG STREAM DIVERSION PUMPS DISCHARGE HOSES a Specification Requirements Grcb tensile strength (one inch grip), pounds, minimum in each direction 255 ASTM Designation: D 4632 or cppropricte test method for specific p6ymer Elongation, percent, minimum in each direction 15 ASTM Designation: D 4632 or appropriate test method for specific p6ymer Permittivity, 1/sec., minimum (12" TO 18" DEEP 2' 1.5 ASTM Designation: D 4491 WORK AREA Flow rate, gcllons per minute per square foot, minimum PUMPS SHOULD 200 ASTM Designation: D 4491 THAT WHICH CAN BE Ultraviolet stcbility, percent tensile strength retained after 500 hours, minimum 80 ASTM Desigriction: D 4355 (xenon -arc lamp and wcter spray weathering method) 3. THE SEDIMENT FILTER BAG SHALL BE SIZED TO FIT THE CATCHMENT AREA AND SHALL BE COMPLETE WITH LIFTING LOOPS AND DUMP STRAPS ATTACHED AT THE BOTTOM TO FACILITATE EMPTYING OF THE SEDIMENT FILTER BAG. 4. LIFTING STRAPS, SHOULD BE PLACED UNDER THE DEWATERING SEDIMENT FILTER BAG TO FACILITATE REMOVAL AFTER USE. 5. PLACE THE DEWATERING SEDIMENT FILTER BAG ON A LEVEL STABILIZED AREA OVER DENSE VEGETATI ON /STRAW, OR GRAVEL (IF INCREASED DRAINAGE SURFACE AREA IS NEEDED). 6. INSERT DISCHARGE HOSE FROM PUMP INTO THE DEWATERING SEDIMENT FILTER BAG A MINIMUM OF SIX INCHES (6") AND TIGHTLY SECURE WITH ATTACHED STRAP TO PREVENT WATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED. 7. REPLACE THE UNIT WHEN ONE HALF (1/2) FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. 8. REMOVE THE UNIT AND SEDIMENT FROM ENVIRONMENTALLY SENSITIVE AREA AND WATERWAYS. AT THE APPROVED DISPOSAL SITE OPEN OR SLIT THE UNIT, REMOVE SEDIMENT AND GRADE SMOOTHLY INTO EXISTING TOPOGRAPHY. DISPOSE OF THE DEWATERING SEDIMENT FILTER BAG, AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY. DEWATERING SEDIMENT FILTER BAG NTS STILLING BASIN OR SEDIMENT BAG STREAM DIVERSION PUMPS DISCHARGE HOSES a INTAKE HOSE DEWATERING PUMP 1, 0*0- 1 V4� t% FLOW INTAKE HOSE FLOW SEDIMENT DIKE CLEAN WATER DIKE -SUMP-HOLE OR POOL o1z 5� d -CC Ui a I -S W .S 2 cl L4 (12" TO 18" DEEP 2' U) DIA.) WORK AREA PUMPS SHOULD LENGTH NOT TO EX DISCHARGE ONTO A THAT WHICH CAN BE STABILIZED BANK OR COMPLETED IN ONE DAY DISSIPATER (MADE OF RIP RAP, SANDBAGS, OR OTHER APPROVED MATERIAL) PLAN VIEW - IMPER VIOUS SHEETING BASE FLOW + 1 FOOT WORK AREA (2 FOOT MINIMUM) CROSS SECTION OF SANDBAG DIKE SECTION A -A 3: _� < D PROP. ASPHALT PER Cn U PAVEMENT SCHEDULE__'�, 1'M IN MIN. 3" ASPHALT BASE COURSE REQUIRED ON THOROUGHFARES AND BUS ROUTES OR AS DIRECTED BY THE ENGINEER-,,, 6"_ 2'-6' C&G N--� 100% DENSITY COMPACTION OF STANDARD PROCTOR 2'- 0 " . - VARIES . 2 0" 95% DENSITY COMPACTION VARIES OF STANDARD PROCTOR I I (07 D2 C1 11" MILLING AND 2 RESURFACING (MIN) EXISTING PAVEMENT TRENCH TO BE BACKFILLED WITH APPROVED SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER PIPE (DIAMETER VARIES) DEGRADATION FEE DOES NOT APPLY NOTE: IF NO STORM DRAINAGE OR SUBGRADE DISTURBANCE, NO DEGRADATION FEE APPLIES. PAVEMENT REPAIR AT CURB AND GUTTER WITH STORM DRAINAGE NTS 10' 5' no- -go STREAM FLOW IVIIA UF ULM 00 M �u A -� A z AND CLASS I RIPRAP SANITARY SEWER PROTECTION NTS GENERAL NOTES: 1. THE CONTRACTOR IS TO PROTECT THE WORK AREA FROM STREAM FLOWS RESULTING FROM ALL STORMS UP TO AND INCLUDING THE 1 -YEAR EVENT. THE ENGINEER WILL PROVIDE FLOW RATES. 2. INSTALL PUMP AND TEMPORARY FLEXIBLE HOSE AT THE UPSTREAM END OF CONSTRUCTION AREA. 3. INSTALL STILLING BASIN OR EQUIP FLEXIBLE HOSE WITH THE SEDIMENT BAG IF NEEDED. STABILIZE PIPE OUTLET TO PROTECT BANK AGAINST SCOUR AND EROSION. 4. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING FOR THE STREAM DIVERSION. CONTRACTOR HAS THE OPTION OF USING INFLATABLE CHECK DAMS IN LIEU OF SANDBAGS. 5. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER THE WORK AREA INTO THE STILLING BASIN OR EQUIP HOSE WITH THE SEDIMENT BAG. DEWATERED AREA SHALL EQUAL TO ONE DAY'S WORK. 6. PERFORM STREAM RESTORATION WORK ACCORDING TO PLANS. 7. REMOVE ANY ACCUMULATED SILT BEFORE REMOVAL OF IMPERVIOUS DIKES. REMOVE ALL EQUIPMENT INCLUDING DIKES. (DOWNSTREAM IMPERVIOUS DIKE FIRST). 8. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY WITHIN THE PUMP -AROUND AREA (WITHIN THE IMPERVIOUS DIKES). IMPERVIOUS DIKES ARE TO BE REMOVED AT END OF DAY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES PLACEMENT FOR EACH DAY'S WORK. 9. REMOVE STILLING BASIN(S) IF APPLICABLE. STABILIZE DISTURBED AREA WITH SEED AND MULCH, AS SOON AS PRACTICAL. PUMP AROUND DETAIL 5 NTS J 5' MIN. EXISTING PAVEMENT C1 ) ( J "0" 1 1'-0" 11" MILLING AND 2 RESURFACING (MIN.) 10" ASPHALT PATCH(MIN.) PER PAVEMENT SCHEDULE DI) rE 1) 100% DENSITY COMPACTION OF STANDARD PROCTOR 2'-0" - , - VARIES , - 2'- 0 95% DENSITY COMPACTION VARIES OF STANDARD PROCTOR I I (07 5' MIN. 111W EXISTING PAVEMENT TRENCH TO BE BACKFILLED WITH APPROVED SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER PIPE (DIAMETER VARIES) DEGRADATION FEE DOES NOT APPLY PAVEMENT REPAIR r3 NTS I - I (Cl PROP. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER INCH IN ONE LIFT. (TO BE INSTALLED BY OTHERS) PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER INCH. TOTAL DEPTH NOT TO EXCEED 3.0" TO BE PLACED IN SINGLE LIFTS OF 1.5" MINIMUM. (TO BE INSTALLED BY OTHERS) PROP. 4.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.013 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER INCH IN ONE LIFT. PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.013 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER INCH. TOTAL DEPTH NOT TO EXCEED 4.5 11 TO BE PLACED IN 2.5" MINIMUM LIFTS AND 4.5" MAXIMUM LIFTS. PROP. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE 325.013 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER INCH IN ONE LIFT. PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, B25.OB AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER INCH TO BE PLACED IN 3" MINIMUM LIFTS AND 5.5" MAXIMUM LIFTS. @ EXISTING PAVEMENT. PAVEMENT SCHEDULE NOTE: FULL DEPTH PAVEMENT CONSTRUCTION SHALL BE 1.5" S9.513, 4" 119.013, 5.5" 325.013 a 1, 0*0- 1 V4� t% _j < LLJ Vo o1z 5� d -CC Ui a I -S W .S 2 cl L4 00 C 0 a Eq LU NO W = Ce 2i 0 U) z d z a. :r= 4b E" - tt z Cf) CL IL LO 0 0 1 4 CA 0 r) NOTES: 1. 2. 3. 4� 5. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ARBORIST. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. RESEED UNMULCHED, DISTURBED AREAS. 3/4" NYL STRAP ROOT CROWN TO BE AT FINISH GRADE 4 11 HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTBALL 3 - 1"x2"xl8" WOOD STAKES WITH CENTERED 3/8" HOLE DRIVEN IN LINE WITH STRAP EQUALLY SPACED AROUND TREE REMOVE TYPICAL EXCESS SOIL FROM ROOT CROWN REMOVE TOP 1/3 BURLAP AND ANY NAILS/PINS, ET r-,E-IvluvE- iur I/i UF mr�E- BASKET WHERE PRESENT RAISE PIT BOTTOM TO SET ROOT CROWN AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. 6" SLIP KNOT WITH STOP KNOT. 6" LARGER THAN TREE DIAMETER KEEP MULCH AWAY FROM TRUNK 1" TO 2" /-4" MAXIMUM LAYER OF MULCH ................... . . ................ . ................. ................... ......... ....... ................... ................... .... ............ .................. UNDISTURBED, SOIL ................... .................... ........... .............................................................................................................................................. ROOT BALL DIA. 1 2'�--� v M F� I E- '�) FINISH GRADE BACKFILL AS SPECIFIED ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH 2" 12-14' 16' 24" 16" 3" 14-16' 18' 32" 21 " SEE APPROVEE PRESERVATION REQUIRED RAID r)E- TOE -F DADD l�IN ARBORTAPE OR 3/4" WOVEN SYNTHETIC FABRIC STRAP. GREEN. FLUORESCENT FLAGGING 1"X2"Xl8" WOOD STAKE W/ CENTERED 3/8"0 HOLE NO 7- D 3. 7 ro D 6 op DE -p �.- E . .. . .. . I FIRMLY TAMP SOIL MIX UNDER EACH— PLANT BALL TO MINIMIZE SETTLEMENT NOTES: PROVIDE MINIMAL PRUNING, ONLY TO CORRECT DAMAGED BRANCHES. DO NOT CUT LEADERS. STRAP LOOP WITH KNOT NATURAL ROOT COLLAR 3" - 5" ABOVE FINISH GRADE CUT AND REMOVE UPPER 1/3 OF BURLAP. NO SYNTHETIC MATERIAL. CUT AND REMOVE UPPER 1/2 OF WIRE BASKET (FROM ROOT BALL AND PIT). PROVIDE 6" RADIUS UNMULCHED AREA ABOVE ROOT BALL 4" LAYER OF SHREDDED HARDWOOD MULCH 4" HIGH WATER BERM — COMPACT FILL TO BE BENCHED IN — BACKFILL PLANTING SOIL MIXTURE AS SPECIFIED !�Ilvlskj-- PLANTING PIT I . OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT. 2. INSTALL TOP OF PLANT BALL 2" ABOVE FINISH GRADE. 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. 5. WHEN CONTAINER GROWN PLANT MATERIAL IS USED IN LIEU OF BALLED AND BURLAP MATERIAL, REMOVE THE CONTAINER COMPLETELY. 6. WHEN CONTAINERS ARE REMOVED FROM PLANTS, CORRECT / LOOSEN MATTED OR ENCIRCLING ROOTS. 7. REMOVE STRAPS AT END OF WARRANTY. FIRMLY TAMP SOIL MIX UNDER EACH - PLANT BALL TO MINIMIZE SETTLEMENT TYPICAL TREE AND SHRUB PLANTING DETAILS INTS ONE FOC INCH OF OR 1/2 FOR PRUNING SEE WHICHEVI INTERNATIONAL SOCIETY OF ARBORICULTURE SPECS. DEAD TREES AND SCRUB OR UND GROWTH SHALL BE CUT FLUSH WI ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 REGARDING TREE PROTECTION. FOR GENERAL SPECIFICATION 4. CONTRACTOR SHALL OBTAIN APPROVAL BY THE INSPECTOR PRIOR TO THE GRADING NEAR THE TREE PROTECTION AREAS. MINOR GRADING WITHIN THE PROTECTED AREA MAY BE ALLOWED ON A CASE-BY-CASE BASIS. TREE PROTECTION DETAIL INTS CILD STD. 40.02 I PLACE HARDWOOD 6" lOOD NOT MULCH AT AREAS CTED BY BARRIER. NOTES: THIS TREE BUMPER DETAIL SHALL BE USED WHEN WORKING WITHIN 10' OF AN EXISTING TREE TO BE PROTECTED. 2. ALL TREES SHALL BE SAVED UNLESS NOTED OTHERWISE ON THE PLANS OR DIRECTED BY THE ENGINEER. 3. LUMBER, WIRE AND SANDBAGS MAY BE REUSED FOR OTHER TREES. 4. THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING TREES FROM DAMAGE DURING CONSTRUCTION ESPECIALLY FROM BACKHOE ARM SWING. AN ALTERNATE APPROACH MAY BE USED IF APPROVED IN WRITING BY THE ENGINEER AFTER CONSULTATION WITH THE TOWN ARBORIST OR HIS DULY AUTHORIZED REPRESENTATIVE. TEMPORARY PROTECTION INTS * SPACING AS NEEE TO SUPPORT WIRE WITHOUT CUTTING TR BARK a 6" TYP. SCRAP 2" X 4" LUMBER MAY BE USED TO SUPPORT WIRE ON BACK SIDE OF TREE 2" X 4" X 6' LUMBER, (TYP.) TREE D ETAI L CILD STD. 40.12 STEEL WIRE TO TIE LUMBER TO TREE USE, A COMBINATION OF EXTENDED 2X4 s AND SAND BAGS TO PROTECT THE BUTTRESS SAND B�GS 0 BUTTRESS ROOTS, TYP.) Qf —J % L9 -< :v) < u :y) Lii s v) J Q c; �d 'rash, A z C) z u U) IL u C) o 00 I C) co 0 P% 0 I BACKFILL TRENCH (TYPICAL) 12 EXISTING CREEK BOTTOM 12" INSTALL (SPLIT ON DIAGONAL) 2" X 4" X 30" DEAD STOUT STAKES PER SPECIFICATIONS 3' O.C. SPACING COIR FABRIC - TOE OF SLOPE TIE IN NTS EXISTING CREEK BANK 2 1 WOVEN COIR FIBER MAT TYPE 4 MAINTAIN EXISTING DRAINAGE REINSTALL EXISTING SOIL, SEED AND MULCH MATERIAL TO BE REMOVED ANCHORS/BIOSTAKES EXISTING CHANNEL BANK ..... .. COMPACTED FILL d. WOVEN COIR FIBER INSTALL COIR LOG VARIES 15( MAT TYPE 4 TOE PROTECTION, SEE DETAIL SHEET D-04 BASE FLOW WATER LEVEL NOTE: 1. GRADE AND STABILIZE DETAILS ARE ONLY INTENDED FOR CHANNEL CONSTRUCTION ON THE MAIN CHANNEL. GRADE AND STABILIZE BAN KS WITH COIR LOG TOE n, VASA NTS MAINTAIN EXISTING DRAINAGE REINSTALL EXISTING SOIL, SEED AND MULCH DRAINAGE MATERIAL TO BE REMOVED TYPE 4, BRANCH PACKING AND ANCHORS/BIOSTAKES t7 :T77 EXISTING CHANNEL BANK BANK FIRST COMPACTED F1 ILL .. .. .. VARIES WOVEN COIR FIBER b) TWINE :1 .5 minb MAT TYPE 4 INSTALL WELL GRADED 1.5 (min.) MIX OF 50% CLASS A dsb & 50% CLASS B RIPRAP NOTES: TOE STONE. OF THE BASE FLOW 1 GRADE AND STABILIZE DETAILS ARE ONLY 10" - WATER LEVEL INTENDED FOR CHANNEL CONSTRUCTION ON 0') THE MAIN CHANNEL. 2. FOR EXCAVATED SLOPES STONE TOE PROTECTION SHALL BE INSTALLED ONLY AT STATION LIMITS SHOWN ON PLAN OR 18" 1 OTHERWISE DIRECTED. ALL OTHER LOCATIONS TYPE 2 SHALL HAVE COIR LOG TOE PROTECTION. GEOTEXTILE FABRIC EMBED 1' MIN. GRADE AND STABILIZE BANKS WITH ROCK TOE NTS COIR LOG TOE PROTECTION NTS 12" 2' EXISTING TOP OF BANK - 00 WOVEN COIR BACKFILL FIBER MAT TYPE 4 INSTALL (SPLIT ON DIAGONAL) 2" X 4" X 30"� DEAD STOUT STAKES PER SPECIFICATIONS 3' O.C. SPACING COIR FABRIC TOP OF SLOPE TIE IN NTS MAINTAIN EXISTING REINSTALL EXISTING SOIL, DRAINAGE SEED AND MULCH --111110- 1 -11 , . 1, till 13 GRADE AND STABILIZE BANKS WITH A LIVE STAKING AND COIR LOG TOE "Fa NTS REINSTALL EXISTING SOIL, MAINTAIN EXISTINGU SEED AND MULCH DRAINAGE LIVE STAKING, SEE DETAIL THIS SHEET MATERIAL TO BE REMOVED 24" EXISTING CHANNEL BANK COMPACTED FILL 145 (min. WOVEN COIR FIBER MAT VARIES TYPE 4 WITH LIVE STAKING INSTALL WELL GRADED MIX OF 50% CLASS A ss & 50% CLASS B RIPRAP NOTES: TOE STONE. SEE NOTE 1. 1. GRADE AND STABILIZE DETAILS ARE ONLY BASE FLOW INTENDED FOR CHANNEL CONSTRUCTION ON /10", ER LEVEL THE MAIN CHANNEL. 2. FOR EXCAVATED SLOPES STONE TOE PROTECTION SHALL BE INSTALLED ONLY AT STATION LIMITS SHOWN ON PLAN OR 18" 12" OTHERWISE DIRECTED. ALL OTHER LOCATIONS TYPE 2 SHALL HAVE COIR LOG TOE PROTECTION. GEOTEXTILE FABRIC EMBED 1' MIN. GRADE AND STABILIZE BANKS WITH LIVE STAKING AND ROCK TOEK6� NTS TO BE USED ONLY AS DIRECTED INSTALL WOVEN COIR FIBER MAT TYPE 4 OVER SEED PER SEEDING SCHEDULE 24"-30" LIVE CUTTING (DORMANT) LIVE STAKE DETAIL NTS T* S, Y2"- 1)/4" ESTABLISHED PLANT SHOWN FOR INFORMATION ONLY INSTALL SPLIT 2"X4"X30" DEAD STOUT STAKES PER SPECIFICATIONS PLANTING TO TOP OF RIP RAP OR 6" MAX. FROM TOE OF SLOPE (TYP.) IF USING WOVEN COIR FIBER TYPE 4, INSTALL LONG STRAW MULCH BENEATH MAT. ROCK TOE PROTECTION ONLY AS DIRECTED BY ENGINEER. EXISTING TREES 0-0— AND VEGETATION PROPOSED TOE OF SLOPE CREEK CENTERLINE - EXISTING TREES AND VEGETATION PROPOSED BANKFULL TOP OFBANK 12" MAXIMUM — 0 6" MAXIMUM OR TOP OF ROCK TOE Flow NOTE: 1. NUMBER OF ROWS OF LIVE STAKING IS DEPENDENT ON BANK HEIGHT. PLANTING SHALL START AT THE TOE OF SLOPE OR IMMEDIATELY ABOVE ROCK TOE. PATTERN FOR LIVE STAKING NTS EXISTING TREES AND VEGETATION BRANCH PACKING SHALL CONSIST OF APPROVED SPECIES LISTED IN TECHNICAL SPECIFICATIONS AND SHALL BE INSTALLED BETWEEN LIFTS AS SHOWN AT A LONGITUDINAL SPACING OF 2.5 INCHES ON CENTER. CUTTINGS SHALL BE AT LEAST 48" LONG AND HAVE A DIAMETER BETWEEN 1/4" AND 1/2". LEAVES AND SIDE BRANCHES SHALL REMAIN INTACT. COMPACTED FILL' IN 12" LIFTS 18 WOVEN COIR M AT TYPE 4 r—COIR LOG (TYP.) — I CHANNEL BOTTOM BE PLACED AROUND BASE OF EXISTING TREE. 2' NO FILL SHALL BE PLACED AROUND TREE 12" 1\1QTA1 I WPAIDIDFF) FAPT�4 MIIT�4 WM/P-1\1 MAINTAIN EXISTING 8 DRAINAGE COIR FABRIC TYPE 4, BRANCH PACKING AND I SEED BANK FACE (TYP), SEED BANK FIRST ... .. .. .. 0:3 ME -.-6 INSTALL STAKES AND TWINE IL 1.5 (min.) TO HOLD DOWN COIR LOG REINSTALL EXISTING SOIL, BEFORE COMPLETION OF THE SEEDAND MULCH FIRST SOIL LIFT LIMITS OF EXCAVATION OR FILL BEFORE WRAPPED EARTH INSTALLATION z CIS M C) COIR LOG CL u u BENCHED AND COMPACTED FILL, 85% ASTM D698 WRAPPED EARTH SLOPE NTS Qf jiQ < Lij V) d 0:3 ME -.-6 .E .9. 'i L4 Lu 0 2! IL z 0 E z CIS M C) z U CL u u 0- u C5 P4 0 PLAN VIEW NOT TO SCALE 1. SEE DETAIL 2 ON THIS SHEET FOR SECTION A—A ROCK VANE DETAIL NTS 1/3 OF PROPOSED 1/3 OF PROPOSED 1/3 OF PROPOSED BANKFULL WIDTH BANKFULL WIDTH BANKFULL WIDTH I � AN I v 1�ww' FILTER FABRIC (TYPE 2) BANKFULL ELEVATION (AT MAX) HEADER BOULDERS ROCK SILL 1/2 BANKFULL ELEVATION (AT LEAST) FOOTER BOULDERS I <///, , q'71 WILL BE PLACED INTO THE EXISTING SUBSTRATE A MINIMUM OF THE BOULDER DIAMETER STREAMBED ELEVATION SECTION A -A NO GAPS BETWEEN BOULDERS ROCK CROSS VANE DETAIL NTS NOTES: 1. ALL STONES ARE TO BE STRUCTURE STONE. 2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER, PLUGGING(CHIN KING) WITH STRUCTURE STONE CLASS A AND NO.57 AND LINING WITH FILTER FABRIC. 3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER. 4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL. 5. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY. 6. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE. 7. VANE ARM SHALL TIE INTO THE BANK HALFWAY BETWEEN THE CHANNEL INVERT AND BANKFULL ELEVATIONS. THE ARM SHALL RISE TO THE BANK SLOPE FROM THE CHANNEL INVERT AT AN ANGLE OF 20'-30' FROM THE ADJACENT TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL ELEVATION. ADDITIONALLY, THE VANE ARM'S ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90' TO THE FLOW DIRECTION AT THE DIRECTION OF THE DESIGNER. 8. TOP OF CENTER 113 STONES SET AT ELEVATION SHOWN ON THE LONGITUDINAL PROFILE. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE. FABRIC TO BE TRIMMED SO THAT NO FABRIC IS VISIBLE. FILTER FABRIC (TYPE 2), STREA� ELEV. NOTE: SEE PLAN SHEETS �MA�� nnlKl� SECTION B -B ELEV. CD 0 —i NE I �lu I UF F LUO IN 1 U BANK A MIN I MUM OF 4' FEET AND AT AN ELEVATION EQUAL TO BANKFULL OR SLIGHTLY PLAN VIEW LOWER NOTCH SHALL BE CUT 2" WIDER THAN THE DIAMETER OF THE LOG 12" MIN TO FIT IN NOTCH SIDE VIEW OF NOTCH NOTES: 1. CROSSARM LOGS SHOULD BE A MINIMUM OF 18" IN DIAMETER. LOG VANE LENGTH SHOULD BE A MINIMUM OF 12" IN DIAMETER. ALL LOGS SHOULD BE RELATIVELY STRAIGHT,AND ALL EXPOSED LOGS SHOULD BE HARDWOOD SPECIES. 2. CROSSARM LOGS SHOULD BE BURIED INTO BANK A MINIMUM OF 10'. 3. LOG VANES SHOULD BE BURIED INTO THE BANK A MINIMUM OF 6'. NO.57 STONE SEE NOTE 2 FILTER FABRIC (TY P E 2) FLOW Do STREAMBED 24" MIN �� GRADE POINT INVERT ELEVATION SECTION A -A CABLE WITH DUCK BILL ANCHOR NOTES: 1. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS. 2. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS -D BETWEEN HEADERS AND FOOTERS. 3. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION OF THE ENGINEER. PLAN VIEW OF NOTCH NOTES: 1. NOTCH IS FORMED BY MAKING CUTS WITH A CHAINSAW 1-2" APART AND THEN KNOCKING OUT SECTIONS WITH A CHISEL AND HAMMER. 2. ANGLE OF NOTCH SHOULD MATCH ANGLE BETWEEN LOG OF CROSSARM AND STREAMBANK. 3. NOTCHES SHALL BE PLACED ON BOTH CROSS ARM AND LOG VANE. BANKFULL FLOW STREAMBED DEPTH OF FOOTER LOG SHOULD EQUAL 1.5x MAX SCOUR DEPTH CABLE WITH DUCK BILL ANCHOR 4. CROSS CHANNEL LOGS SHOULD BE A MINIMUM OF 18" IN DIAMETER. VANE ARM SHOULD BE A MINIMUM OF 12" IN DIAMETER. ALL LOGS SHOULD BE RELATIVELY STRAIGHT. 5. CROSS LOGS SHOULD BE BURIED INTO BANK A MINIMUM OF 10' 6. VANES SHOULD BE BURIED INTO THE BANK A MINIMUM OF 6'. LOG CROSS VANE DETAIL NO SCALE NOTCH LOGS TO SECURE. SEE DETAILS SCOUR POOL FOOTER LOG NOTE: SET ELEVATION OF TOP OF CROSS LOGS OR BOULDERS TO INVERT ELEVATION OF STREAMBED SECTION B -B "611 < C -).- L L i " ol cn — ......... u p I zo cmoho.A c; ;.:o 0 cd La .s M 0 -t Lq cu a cq I, . . mm -2 -� 2i L! IL w z 0 E (P-5 ul d z Qb Ad 9A 4a l* to e CL -e cf) IL Lo ) C 00 d C) 0 I z CA = 0 0 o co gz C) HEADER BOULDERS PLACED ALONG CREST. SPAN WIDTH OF STREAM AND EMBED INTO EMBANKMENT. FILL SMALL GAPS WITH NCDOT CLASS B RIPRAP. < TOE OF SLOPE (TYP) 4:1 FLOW PLAN VIEW ELEVATION (SHOWN IN (TYP.) HEADER BOULDERS PLACED ALONG CREST. SPAN WIDTH STREAM AND EMBED INTO EMBANKMENT. FILL SMALL GAPS WITH NCDOT CLASS B RIPRAP. PLACE 15" TO 18" DIA.. DUMP ROCK BEHIND CREST ROCK FOR SUPPORT. FILL SMALL GAPS WITH NCDOT CLASS B RIPRAP. RIFFLE BEYOND SUPPORT STONES TO BE CONSTRUCTED OF CL -11 RIP RAP. FILL SMALL GAPS AS DIRECTED WITH NCDOT CLASS B RIPRAP. 20:1 SECTION A -A RIFFLE CREST/ CREST ROCK STREAM BANK BOTTOM AND .QUIRED LEAVE SLOPE ROUGH TRENCH BOTTOM FOR CREST STONES AS NECESSARY SO TOP ELEVATION OF CREST STONE CAN BE ACHIEVED SECTION B -B CONSTRUCTED RIFFLE DETAIL NTS TYPE 2 GEOTEXTILE FILTER FABRIC, UNDER FOUNDATION ROCK AS DIRECTED AREA DIRECTLY BELOW POOL TO BE FILLED WITH A MIX OF 50% CLASS B AND 50% CLASS 11 STONE. FILL FROM BOTTOM ELEVATION OF POOL TO EXISTING STREAMBED. PLAN VIEW N.T.S. SEE CONSTRUCTION NOTES FOR MORE DETAILS FOOTER ROCK MIN ROCK SIZE ER ROCK OPEN NEL ROCK SIZE ROCK SILL (TO BE CONSTRUCTED WITH HEADER ROCKS) HEADER ROCK/STEP ROCK TRENCH BOTTOM AS NECESSARY SURVEY TO CHECK ELEVATION (TYP) STREAM BED HEADER ROCK/STEP ROCK MIN. ROCK SIZE TBD SPACING TO VARY. SEE PLANS WELL GRADED MIX OF 50% TBD 50% TBD RIP RAP FLOW 1'(TYP.) (FROM STEP ROCK TO NEXT STEP 0. 5' ROCK TYP.) LINE CHANNEL WITH TYPE 2 GEOTEXTILE FILTER FABRIC STEP POOL SEQUENCE. CROSS SECTION B -Bp N. T. S. EXISTING STREAM BED UKUtiti tiLL; I IUN A -A "�AM N.T.S. BED NOTES: 1. ROCKS TO BE OBTAINED FROM LOCAL QUARRY. 2. A TRACK HOE WITH HYDRAULIC THUMB IS TO BE USED TO PLACE ROCKS. STEP POOL SERIES NTS A r,r- I �,U I Ur r- LUU IN 1 U BANK A MINIMUM OF 4' FEET AND AT AN ELEVATION EQUAL TO BANKFULL OR SLIGHTLY PLAN VIEW LOWER < 0 __j NOTCH SHALL BE CUT 2" WIDER THAN THE DIAMETER OF THE LOG 12" MIN TO FIT IN NOTCH SIDE VIEW OF NOTCH NOTES: 1. CROSSARM LOGS SHOULD BE A MINIMUM OF 18" IN DIAMETER. LOG VANE LENGTH SHOULD BE A MINIMUM OF 12" IN DIAMETER. ALL LOGS SHOULD BE RELATIVELY STRAIGHT,AND ALL EXPOSED LOGS SHOULD BE HARDWOOD SPECIES. 2. CROSSARM LOGS SHOULD BE BURIED INTO BANK A MINIMUM OF 10'. 3. LOG VANE SHOULD BE BURIED INTO THE BANK A MINIMUM OF 6'. LOG A -VAN E NO SCALE NOTE: SEE CROSS SECTIONS FOR CHANNEL DIMENSIONS IN PLUG AREA tJAN/<FUL L____ PLAN VIEW GRADE POINT FILTER FABRIC NO.57 STONE — 0 17 0 STREAMBED 00 0 ELEV. cno Z,\��Z,\�z z \"33�/� 0 FILTER FABRIC A (TYPE 2) 0 FOOTER CABLE WITH LOG DUCK BILL ANCHOR COIR LOG SECTION B -B CROSS LOG 0.3 FT. DROP FROM GRADE POINT OF UPSTREAM LOG TO INVERT OF LOG DOWNSTREAM S C 0 U R L POOL STREAMBED ELEV. CROSS LOG FOOTER FILTER FABRIC NOTES: 1 . ALL STONES SHALL MEET SIZE REQUIREMENTS IN SPECIFICATIONS. CROSS LOGS SHALL BE A MINIMUM OF 18" IN DIAMETER. 2. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS. EACH DROP SHALL NOT EXCEED 0.5'. SEE PROFILE FOR REQUIRED ELEVATIONS AT DROPS. 3. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE. PLAN VIEW OF NOTCH NOTES: 1. NOTCH IS FORMED BY MAKING CUTS WITH A CHAINSAW 1-2" APART AND THEN KNOCKING OUT SECTIONS WITH A CHISEL AND HAMMER. 2. ANGLE OF NOTCH SHOULD MATCH ANGLE BETWEEN LOG OF CROSSARM AND STREAMBANK. 3. NOTCHES SHALL BE PLACED ON BOTH CROSS ARM AND LOG VANE. 12" ON—SITE SOIL BACKFILL T (OR AS DIRECTED BY ENGINEER) CHANNEL PLUG DETAIL NTS MIN. 10' —PROPOSED TOP OF PLACE 15" TO 18" DIA.. DUMP ROCK BEHIND CREST FLOW ROCK FOR SUPPORT. FILL PROPOSED CHANNEL SMALL GAPS WITH ROCK BAN % S EE S HEET BANK, SEE SHEET D4, DETAIL NCDOT CLASS B RIPRAP. Fo R URFAC E TRE) FOR SURFACE TREATMENT U) LEAVE SLOPE ROUGH TRENCH BOTTOM FOR CREST STONES AS NECESSARY SO TOP ELEVATION OF CREST STONE CAN BE ACHIEVED SECTION B -B CONSTRUCTED RIFFLE DETAIL NTS TYPE 2 GEOTEXTILE FILTER FABRIC, UNDER FOUNDATION ROCK AS DIRECTED AREA DIRECTLY BELOW POOL TO BE FILLED WITH A MIX OF 50% CLASS B AND 50% CLASS 11 STONE. FILL FROM BOTTOM ELEVATION OF POOL TO EXISTING STREAMBED. PLAN VIEW N.T.S. SEE CONSTRUCTION NOTES FOR MORE DETAILS FOOTER ROCK MIN ROCK SIZE ER ROCK OPEN NEL ROCK SIZE ROCK SILL (TO BE CONSTRUCTED WITH HEADER ROCKS) HEADER ROCK/STEP ROCK TRENCH BOTTOM AS NECESSARY SURVEY TO CHECK ELEVATION (TYP) STREAM BED HEADER ROCK/STEP ROCK MIN. ROCK SIZE TBD SPACING TO VARY. SEE PLANS WELL GRADED MIX OF 50% TBD 50% TBD RIP RAP FLOW 1'(TYP.) (FROM STEP ROCK TO NEXT STEP 0. 5' ROCK TYP.) LINE CHANNEL WITH TYPE 2 GEOTEXTILE FILTER FABRIC STEP POOL SEQUENCE. CROSS SECTION B -Bp N. T. S. EXISTING STREAM BED UKUtiti tiLL; I IUN A -A "�AM N.T.S. BED NOTES: 1. ROCKS TO BE OBTAINED FROM LOCAL QUARRY. 2. A TRACK HOE WITH HYDRAULIC THUMB IS TO BE USED TO PLACE ROCKS. STEP POOL SERIES NTS A r,r- I �,U I Ur r- LUU IN 1 U BANK A MINIMUM OF 4' FEET AND AT AN ELEVATION EQUAL TO BANKFULL OR SLIGHTLY PLAN VIEW LOWER < 0 __j NOTCH SHALL BE CUT 2" WIDER THAN THE DIAMETER OF THE LOG 12" MIN TO FIT IN NOTCH SIDE VIEW OF NOTCH NOTES: 1. CROSSARM LOGS SHOULD BE A MINIMUM OF 18" IN DIAMETER. LOG VANE LENGTH SHOULD BE A MINIMUM OF 12" IN DIAMETER. ALL LOGS SHOULD BE RELATIVELY STRAIGHT,AND ALL EXPOSED LOGS SHOULD BE HARDWOOD SPECIES. 2. CROSSARM LOGS SHOULD BE BURIED INTO BANK A MINIMUM OF 10'. 3. LOG VANE SHOULD BE BURIED INTO THE BANK A MINIMUM OF 6'. LOG A -VAN E NO SCALE NOTE: SEE CROSS SECTIONS FOR CHANNEL DIMENSIONS IN PLUG AREA tJAN/<FUL L____ PLAN VIEW GRADE POINT FILTER FABRIC NO.57 STONE — 0 17 0 STREAMBED 00 0 ELEV. cno Z,\��Z,\�z z \"33�/� 0 FILTER FABRIC A (TYPE 2) 0 FOOTER CABLE WITH LOG DUCK BILL ANCHOR COIR LOG SECTION B -B CROSS LOG 0.3 FT. DROP FROM GRADE POINT OF UPSTREAM LOG TO INVERT OF LOG DOWNSTREAM S C 0 U R L POOL STREAMBED ELEV. CROSS LOG FOOTER FILTER FABRIC NOTES: 1 . ALL STONES SHALL MEET SIZE REQUIREMENTS IN SPECIFICATIONS. CROSS LOGS SHALL BE A MINIMUM OF 18" IN DIAMETER. 2. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS. EACH DROP SHALL NOT EXCEED 0.5'. SEE PROFILE FOR REQUIRED ELEVATIONS AT DROPS. 3. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE. PLAN VIEW OF NOTCH NOTES: 1. NOTCH IS FORMED BY MAKING CUTS WITH A CHAINSAW 1-2" APART AND THEN KNOCKING OUT SECTIONS WITH A CHISEL AND HAMMER. 2. ANGLE OF NOTCH SHOULD MATCH ANGLE BETWEEN LOG OF CROSSARM AND STREAMBANK. 3. NOTCHES SHALL BE PLACED ON BOTH CROSS ARM AND LOG VANE. 12" ON—SITE SOIL BACKFILL T (OR AS DIRECTED BY ENGINEER) CHANNEL PLUG DETAIL NTS MIN. 10' —PROPOSED TOP OF BANK 2"-3" TOPSOIL UNDER FABRIC PROPOSED CHANNEL . .......... BAN % S EE S HEET BANK, SEE SHEET D4, DETAIL 4 < < 0 :Ln z Ld It — Fo R URFAC E TRE) FOR SURFACE TREATMENT U) % Typ E 4 C ol R I TYPE 4 COIR MATTING zs LIVE LIVE STAKING d cs g z 5�d r 'm -3 2 q L4 co uj a cq �o COIR LOG -mo 12 1, IL < m PLUG BACKFILL 95% COMPACTION GRADED IMPERMEABLE CLAY SEE PLAN FOR PLUG LIMITS SECTION VIEW A -A' PROPOSED CHANNEL BOTTOM ENO 0 . .......... _j < < 0 :Ln z Ld It — z U) % zs d cs g z 5�d r 'm -3 2 q L4 co uj a cq �o -mo 12 1, IL ui z 0 E 5 d z X! Ad 46 Em" Z z U) U u a. u C5 >. >. CA 4 0 = 0 0 —1 1 C P4 CHANI' F* A 1 w F.'I'Ll Kyj 10 WTV 50% CLASS "A" STONE 50% CLASS "B" STONE FOUNDATION, AS NEEDED SECTION B -B BANKFULL WIDTH NORMAL BANK SLOPE ADJACENT TO SILL NORMAL WATER LEVEL FOOTER ROCK SECTION A -A CONSTRUCTION NOTES: 1. PLAN: BUILD ROCK SILL TO EXTEND ACROSS BASE OF STREAM WITH FLAT SIDE OF BOULDERS AT CREST LINE. ROCK SILL NTS �,ncv rl AQQ "A" IZTni\ip7 K I - A - f-� vvuuu BL Al' I: I F.11 \NGLED PERPENDICULAR \NKFULL FLOW FILTER FABRIC (TYPE 4) ADJACENT TO HEADER ROCK CL. RIPRAP EXISTING CHANNEL BOTTOM GRADE PER TYPICAL SECTION FILTER FABRIC (TYPE 2) 1 50% CLASS "A" STONE, 50% CLASS "B" STONE I EXISTING GROUND SECTION A -A 12" MAX. 12" MAX. STRUCTURE INVERT HEADER LOG FLOW Alb. - I ///--,-CHANNEL BOTTOM I @D SECTION B -B NOTES: 1. LOG SILL LOGS SHALL BE AT LEAST 18" IN DIAMETER. LOG SILL SHALL BE CONSTRUCTED WITH 1 FOOTER LOG AND 1 HEADER LOG. 2. ANGLE OF THE SILL SHALL BE PERPENDICULAR TO FLOW. 3. BUNDLE CUTTINGS SHALL BE PLACED AT THE CHANNEL EDGE ABOVE THE SILL ON BOTH THE LEFT AND RIGHT BANKS. 4. LENGTH OF LOG SHALL EXTEND A MINIMUM OF 5' INTO EACH BANK. 5. THE SILL SHALL BE INSTALLED FLUSH WITH THE THALWEG ELEVATION OF THE STREAM. LOG SILL NTS OOTER LOG CABLE WITH DUCK BILL ANCHOR EVERY 6 FT PROPOSED CHANNEL BOTTOM DEPRESSED WETLAND AREA PER SELECTED CROSS SECTIONS DEPRESSED WETLAND AREA PER SELECTED CROSS SECTIONS i x 95% SOIL COMPACTION f—PROPOSED CHANNEL CENTERLINE "EXISTING CHANNEL ---LIMITS OF WETLAND TOP OF BANK PLAN VIEW AS SHOWN ON PLAN LIMITS OF WETLAND AS SHOWN ON PLAN GRADE ACCORDING TO 2' TYPICAL CROSS SECTIONS 75% SOIL COMPACTION 2 SECTION A -A 95% SOIL COMPACTION NOTE: SEE PLANTING PLANS FOR VEGETATION AND SEEDING IN WETLAND ZONE WETLAND INITIATION DETAIL NTS 3'X3'X2' BOULDE EXISTING CHANNEL BOTTOM IT- -1- 1 1-N PLAN VIEW I I � I -N I TYPE 2 SECTION A -A STEPPED OUTLET PROTECTION NTS —J �2 < Ljj Lo 'Allihit"00 u za r %,j c? u -, �. z* 3 j ci 0:0 rc 0 W.'d �." w w m 0 2i 120 z B "ZI ZZ: CL C) IL rZ Lo CA w 0 0 to 10* 1 0) _,q)j TOC WALL EL. 699.00' TOC WALL EL. 695.00' APPROX GRADE (SEE CIVIL) CULVERT IE 688.40' V-0" (MIN) PLAN VIEW 12'-Ot' 19)-8)1 25'-0" 3 �D 0 11-011 1 P -o" 1 P -o" SEE SECTIONS FOR REINF SIZE & SPCG (SEE SECTION "D") so M E SIZE ACH END 'TIONAL TOC WALL EL. 694.00' CULVERT IE 690.40' 0 Z/ 1/2" EXPANSION JOINT W/WATERPROOFING 4"0 WEEP (TYP) MEMBRANE 12" WIDE ALONG FULL PERIM BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (TYP) ALLENBROOK CULVERT DOWNSTREAM ELEVATION 1/4"= V-0" #57 STONE BACKFILL TOC WALL EL. (SEE CULVERT ELEVATIONS) FIN GRADE (SEE CIVIL) BACKFILL W/APPROVED ONSITE BACKFILL MATERIAL #5@8" W/90- BOTT END HOOK 2 CU FT/LF BAGGED WASHED AGGREGATE @ WEEPHOLE #6@12'p W/90' END HOOK AS SHOWN TOC FTG EL. (SEE CULVERT ELEVATIONS 2" CLR (TYP UNO) #4@12" W/90' BOTT END HOOK #4@ 12" 4"0 PVC WEEP HOLE, SLOPE @ 1/4":FT Li 21-011 #4@ 12 t 0 z < jr U Of Lij 0 0 0 3'-3" 9" 61-3t) SECTION 3/8"= V-0" (D C-4 [If -n —#5 CONT 3" CLR #4 HOOKED BAR @ 18" OC (DRILL INTO BOX CULVERT & SET IN EPDXY) -------- CULVERT SIZE (SEE CULVERT PLANS & ELEVATIONS) CULVERT IE (SEE CULVERT ELEVATIONS) TOC FTG EL. (SEE CULVERT ELEVATIONS) i o I It TOC WALL EL. 699.50' TOC WALL 1 F__ 6 EL. 697.50' (EA END) CULVERT IE 690.50' #4@12" W/90' END HOOKS #6@12" (LAP cf) Lli INTO WINGWALL) #5@ 12" 2'-0" NOTE: SEE SECTION "A" FOR INFORMATION NOT SHOWN. SECTION rB 3/8"=V-0" 1 - (D C-4 \\\---#5 CONT 11-011 PLAN VIEW 19t-8" 11-011 SEE SECTIONS FOR REINF SIZE & SPCG (SEE SECTION "D") iOtt V -0)l 7P (TYP) 6'x6' PRECAST CONC Box CULVERT 0 ti. ... ...... FILL . .. 11-011 6 4"0 WEEP--/ (TYP) 1/2" EXPANSION JOINT W/WATERPROOFIN --BENT "Z" BAR SAME SIZE AS -LAP- MEMBRANE 12" WIDE ALONG FULL PERIM (Typ) STRAIGHTS, LAPPED EACH END (TYP) ALLENBROOK CULVERT UPSTREAM ELEVATION 1/4po=l P-Opl #6@6" W/90' BOTT END HOOK #6@ 12" 2 CU FT/LF BAGGED WASHED AGGREGATE @ WEEPHOLE--,,\ #6@12" W/90' END HOOK AS SHOWN—\ c #4@12 #5@12" 2)-6)1 #4@12" ey /y #5@1 2"J 1 0, 5l -0l) i )-gtp got L 8'- 6 NOTE:' - SEE SECTION "A" FOR INFORMATION NOT SHOWN. SECTION K�c� 3/8"= V-0" I - Q0 C-4 #5 CONT APPROX GRADE (SEE CIVIL) CULVERT IE 688.50' KEY NOTES: A MINIMAL HYDRAULIC CONVEYANCE AREA OF 62 SF MUST BE MAINTAINED. -opt (2)-#5's (FILL SIDE), FULL HEIGHT T&B END W/90 HOOKS 01 (2)-#5's, FULL #4 TIES @ 1 2P'7 HEIGHT W/90' T&B (FULL HEIGHT) END HOOKS D SECTION 0 zz 4"0 WEEP--/ (TYP) 1/2" EXPANSION JOINT W/WATERPROOFIN --BENT "Z" BAR SAME SIZE AS -LAP- MEMBRANE 12" WIDE ALONG FULL PERIM (Typ) STRAIGHTS, LAPPED EACH END (TYP) ALLENBROOK CULVERT UPSTREAM ELEVATION 1/4po=l P-Opl #6@6" W/90' BOTT END HOOK #6@ 12" 2 CU FT/LF BAGGED WASHED AGGREGATE @ WEEPHOLE--,,\ #6@12" W/90' END HOOK AS SHOWN—\ c #4@12 #5@12" 2)-6)1 #4@12" ey /y #5@1 2"J 1 0, 5l -0l) i )-gtp got L 8'- 6 NOTE:' - SEE SECTION "A" FOR INFORMATION NOT SHOWN. SECTION K�c� 3/8"= V-0" I - Q0 C-4 #5 CONT APPROX GRADE (SEE CIVIL) CULVERT IE 688.50' KEY NOTES: A MINIMAL HYDRAULIC CONVEYANCE AREA OF 62 SF MUST BE MAINTAINED. -opt (2)-#5's (FILL SIDE), FULL HEIGHT T&B END W/90 HOOKS 01 (2)-#5's, FULL #4 TIES @ 1 2P'7 HEIGHT W/90' T&B (FULL HEIGHT) END HOOKS D SECTION zz cgmo�lh4, dim ;on .r 0 Hli 101.1 aim (6j -2 g;i 0 E 16 In d z lu 0 gz Z V) u w < = U 0 - cd M Ll u Lo 0 0 r- w to cn 0 TOC WALL EL. 704.50' TOC WALL EL. 702.00' PIPE IE 699.50' CULVERT IE 697.60' 15"0 RCP 191-0$1 BENT BAR SAME SIZE AS STRAIGHTS, LAP/EMBED EACH END (TYP @ DIRECTIONAL CHANGES) 7 —T --'v— I I K-1 "� (TYP) D15 D15 3: 3: LAP 0 0 —i —i (TYP) LL- ,�D ------ ----- FTG STEP rE rE PLAN VIEW 11-011 V-0 11 (TYP) (TYPT 4"0 WEEP (TYP) 1/2" EXPANSION JOINT W/WATERPROOFING MEMBRANE 12" WIDE ALONG FULL PERIM BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (TYP)—/ LANEWOOD CULVERT DOWNSTREAM ELEVATION 1/4"=l'—O" r 101 (4)—#5's LAP W/WINGWALL REINF FIN GRADE —\ (SEE CIVIL) —#4 TIES @ 12" #4 HOOKED BAR @ TOC WALL EL. 18" OC (DRILL INTO (SEE CULVERT BOX CULVERT & SET ELEVATIONS) IN EPDXY) Y CULVERT SIZE (SEE CULVERT PLANS & ELEVATIONS) CULVERT IE (SEE CULVERT ELEVATIONS) 2)—Ot' TOC FTG EL (SEE CULVERT \--I :.A ELEVATIONS) /Q % 0 #4@12" #5@12 z 0 Fy LLJ 0 Z 0 51— 6 P) 19" SECTION 3/8 o'= 1 ) — 0 " #6@12" W/90' END HOOK AS SHOWN N #5 CONT 30"0 RCP TOC WALL EL. 702.00' APPROX GRADE (SEE CIVIL) PIPE IE 698.71' CULVERT IE 695.60' (3)—#5's W/90* T&B END HOOKS 0 #4 TIES @ 12$'-J (FULL HEIGHT) SECTION KT"'� 3/4$'= 1 $ —0 " I — ig)-ot) (TYP) 1 D15 LAP 0 0 —i —i (Typ TOC WALL EL. 704.50' TOC WALL EL. 702.00' APPROX GRADE— (SEE CIVIL) CULVERT IE 695.90' I L — I L ---- FTG STEP (S I M) (S I M) E rE PLAN VIEW 191-01, 0 i 1 P-6" 1 V-0)9 V-0)9 (TYP) (TYP) SEE SECTIONS FOR REINF SIZE & SPCG (SEE SECTION "F9') BENT BAR SAME SIZE AS STRAIGHTS, LAP/EMBED EACH END (TYP @ DIRECTIONAL CHANGES) 69, TOC WALL EL. 703.00' 0-- I I CULVERT IE 697.90' '�W N-- 1 2, "' /2" EXPANSION JOINT 4"0 WEEP (TYP) W/WATERPROOFING MEMBRANE 12" WIDE ALONG FULL PERIM BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (-FYP) LANEWOOD CULVERT UPSTREAM ELEVATION 1/4"=l'—O" KEY NOTES: A MINIMAL HYDRAULIC CONVEYANCE AREA OF 66 SF MUST BE MAINTAINED. I r-rl d 9; olz r,,,jO,,l.o, ti IF ci uj LLI to) z me cd z 0 En E- d z em 7:1 0 c*4 Z u cn En u u Lo 0 0 d 10 Z 0 X: 0 (D u cn TOC WALL EL. 711.00' (TYP) 1 --T— D15 tK 15"0 RCP IE. 705.40' -- 0 - I CULVERT IE 702.10' 3: 0 L 17'-0" rB D8 FTG STEP PLAN VIEW 3: 0 1 1 1 7 77 LAP (TYP) 8'— 0 " 17$-0') 11$—C 1'— o" " � - . 1'—o" . . 1'—o" . III. V—ot$ D -(TTP-T D8 —V F. 6'x3' PRECAST 6'x5' PRECAST CONC BOX CONC BOX CULVERT (D 7; - CULVERT URAL F I L L — — — — — — — — — -- 441�— — — — BENT BAR SAME SIZE AS STRAIGHTS, LAP/EMBED EACH END (TYP @ DIRECTIONAL CHANGES) '�-A APPROX. GRADE (SEE CIVIL) CULVERT IE 704.10' 4"0 WEEP (TYP) H BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (TYP) 1/2" EXPANSION JOINT W/WATERPROOFING MEMBRANE 12" WIDE ALONG FULL PERIM LAP (ITP) WESTRIDGE CULVERT DOWNSTREAM ELEVATION 1/4p,= i I-011 1'-0" (MIN) #57 STONE BACKFILL TOC WALL EL. (SEE CULVERT ELEVATIONS) FIN GRADE (SEE CIVIL #4 HOOKED BAR @ 18" OC (DRILL INTO BOX CULVERT & SET IN EPDXY) CULVERT SIZE (SEE CULVERT PLANS & ELEVATIONS) .,4t 171-0" BENT BAR SAME SIZE (TY P) ri—"� AS STRAIGHTS, D15 LAP/EMBED EACH END LAP (TYP @ DIRECTIONAL CHANGES) 0 0 (TYP) __j __j 5 — — — — — — ----- 0-, 0-, APPROX. GRADE (SEE CIVIL) CULVERT IE 705.00' V-011 #5@12" W/90' END HOOKS U) #6@12" (LAP bi INTO WINGWALL) #5@12" > I'D m WIN SECTION 3/80)= V-00' ,-- #4@12" 1o)—o)) rB I D8 I N F."ILl 171-0)" FTG STEP 1'—o" . . 1'—o" 1'—o" 1'—o" - -1 1 - 11,-o" — (TYP) (TYP) 6'x3' PRECAST 6'x5' PRECAST CONC BOX CONC BOX CULVERT CULVERT zu (D TURAL FILL — — --- — — — — — — =7- 4"0 WEEP (TYP) L I') )'rn) I A D) lot—ot) TOC WALL EL. 711.00' APPROX. GRADE (SEE CIVIL) CULVERT IE 703.00' (TYP) 1/2" EXPANSION JOINT W/WATERPROOFING MEMBRANE 12" WIDE ALONG FULL PERIM BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (-FYP) WESTRIDGE CULVERT UPSTREAM ELEVATION 1/4"= 1'-0" #4 DWLS @ 12" W/90' END HOOKS /,,,--#6@12" W/90* END HOOK AS SHOWN Q0 - I #5 CONT KEY NOTES: Fj� U A MINIMAL HYDRAULIC CONVEYANCE AREA OF 42 SF MUST BE MAINTAINED. 1 Gill 2j o 0 - 19 2� TOC WALL EL. 711.00' APPROX. GRADE (SEE CIVIL) CULVERT IE 703.00' (TYP) 1/2" EXPANSION JOINT W/WATERPROOFING MEMBRANE 12" WIDE ALONG FULL PERIM BENT "Z" BAR SAME SIZE AS STRAIGHTS, LAPPED EACH END (-FYP) WESTRIDGE CULVERT UPSTREAM ELEVATION 1/4"= 1'-0" #4 DWLS @ 12" W/90' END HOOKS /,,,--#6@12" W/90* END HOOK AS SHOWN Q0 - I #5 CONT KEY NOTES: Fj� U A MINIMAL HYDRAULIC CONVEYANCE AREA OF 42 SF MUST BE MAINTAINED. 1 Gill 2j 19 2� z 0 E d z . Ad 4409 4b a 0 0 Z Ld 04 C/) En 0 o Ln 0 d cy) Z 0 0 oe co u C) (TYP) ( 1 1 D15 2 0 - I 15'-0" 8'- 6 6'- 6 EXIST 72"0 RCP rB WEEP HOLES (TYP, SEE SECTIONS) — — — — — — — — — — — — -- 4 — — — — — — — — — — — — — — — — — — — Co�Dz: WALL FDN Cj U, ------ I ------ 7- 1- 0 WALL & 00 FDN CJ WALL & FDN n c- .0 cn 0 cn PLAN VIEW 4"0 DRAIN PIPE (SEE SECTIONS) RIDGEVALLEY CULVERT 1/4'0=1'-O" 00 2" CLR #5@12" (EF, FULL HEIGHT) TOC WALL (UNO) TOC WALL EL. 717.00' EL. 717.00' FIN GRADE FIN GRADE EL. 71 6.00'± EL. 71 6.00'± FU LL HEIGHT PANEL DRAINAGE BOARD, #4@ 12" ABOVE PIPE; SEE INSTALL PER MFR's RECOMMENDATION ALONG FULL LENGTH OF WALL SECTION "A" FOR VE ,)TI!, #5@12" W/90' BEYOND PIPE BOTT END HOOK -1 .1\ ",// #7@12" W/90' 1/2" EXPANSION JOINT l\/K BOTT END HOOK W/WATERPROOFING #5@12" W/90- END HOOK #5@12" MEMBRANE 12" WIDE (LAP ONTO VERT #5) ALONG FULL PERIM 3"0 PVC WEEP HOLES @ 10'-0" COLLECTOR DRAIN PIPE: OC (MAX, UNO) @ USE A 4"0 PERFORATED PIPE W/A z LOCATIONS WHERE POLYESTER SOCK. BED PIPE IN #57 STONE :2i BED & WRAP W/ A SUPPLEMENTAL SECTION GRADE IS LESS OF GEOTEXTILE SO THAT DRAINAGE FROM THAN 712.50' lQ0 PANEL DRAIN ENTERS COLLECTOR DRAIN 0 Z PIPE. ROUTE TO HEADWALL & DAYLIGHT TO EXIST 72"0 RCP - #5@12" W/90' a_ WEEP HOLES IE 707.29' END HOOK TOC FTG :� " 1 6@12" W/90* TOC FTG 'ji 4 END HOOK 77 .EL. 706.50' EL. 706.50' Of Of u 3 #5@12" :z rK7 12"FDN 12" FDN CLR ,-0,, #5 CONT CONDITIONING o" CONDITIONING FIN -T MATERIAL MATERIAL 2'-3" 6'-0" 1 $-6tp 12" 1 P-6pt IN 0- 1 -9 D. 9'-3" 4' - SECTION SECTION 3/8"=V-0" 3/8"= 1 )-0)) z ON r z 3� col.1.1.0 ci ;.:o .' I =-�cd iq J 4 W-1 v c U Lu (03 Iq 1 .0 2� 10 2 a. cd z 0 d z Woo 0 0 Z m W Ld C-4 u U) 0 u ul 0 0 d 0) m 0 0 3:: co u 9z C:) 91mrs's TOC WALL EL. 764.00' TOC WALL EL. 763.00' (EA SIDE) APPROX GRADE (SEE CIVIL) CULVERT IE 759.60' TOC FTG EL. 758.50' PLAN VIEW 6)—Ojl 61-013 3'x 3' PRECAST-: CONC BOX CULVERT -7 -'A* 4. 4 1/2" EXPANSION JOINT W/WATERPROOFING 4"0 WEEP MEMBRANE 10" WIDE ALONG FULL PERIM �J (TYP) 11-0$1 NOTES: 1. FOR DIMENSIONS NOT SHOWN AND REINFORCING SIZE AND SPACING, SEE NCDOT HEADWALL STANDARD DETAIL No, 838.21. ADJUST REINFORCING SIZE AND QUANTITY TO ACCOMODATE FOR BOX CULVERT AND GEOMETRY SHOWN. 2. FOR FOUNDATION AND BACKFILL REQUIREMENTS, SEE SECTIONS ON D8. WILLARD STREET CULVERT DOWNSTREAM ELEVATION 3/8"= l'—O" 511916% t -'LAIN VILVV 7'—nlp Rp—not 7'—nlp lVlL_lVlL)F\/-\1NL IU VVIUL /-\LUlNU FULL r-L-F\IIVI NOTES: 1. FOR DIMENSIONS NOT SHOWN AND REINFORCING SIZE AND SPACING, SEE NCDOT HEADWALL STANDARD DETAIL No, 838.21. ADJUST REINFORCING SIZE AND QUANTITY TO ACCOMODATE FOR BOX CULVERT AND GEOMETRY SHOWN. 2. FOR FOUNDATION AND BACKFILL REQUIREMENTS, SEE SECTIONS ON D8. WILLARD STREET CULVERT UPSTREAM ELEVATION 3/8pt= 1 t —00) ----------------- CULVERT INVERT — — — — — — — — — --- — lz .KEY NOTES: A MINIMAL HYDRAULIC CONVEYANCE AREA OF 9 SF MUST BE MAINTAINED. NO. 4 DOWELS @ 18" SPACING 9" INTO CULVERT AND SLAB CONCRETE CHANNEL TIE-IN 3/8p$=l P -Opt 4" THICK CONCRETE z ON 9 mz ce .a 0 0 Lq 4 c 0 Lu 3 Iq z 0 z 0 d z 0 Z Ld 0 04 u U) U) U 0 Lr) u LO 0 0 d 0) 0 0 3:: 0 co u C 9z m C 4 E* w CA 04 kn C:) a I -rl" jumil A I -n" a, -rl" A I -n" Ivi L-lvl U I llr%l 14 L. I u VVILJL. r%Lull4\-? I -)L.L- FL-I\Ilvl NOTES: 1 . FOR DIMENSIONS NOT SHOWN AND REINFORCING SIZE AND SPACING, SEE NCDOT HEADWALL STANDARD DETAIL No, 838.33. ADJUST REINFORCEMENT SIZE AND QUANTITY TO ACCOMODATE FOR GEOMETRY AND CULVERT SHOWN. 2. FOR FOUNDATION AND BACKFILL REQUIREMENTS, SEE SECTIONS ON D8. WESTCLIFF CULVERT DOWNSTREAM ELEVATION l' -O" (MIN) #57 STONE BACKFILL TOC WALL EL. (SEE CULVERT ELEVATIONS FIN GRADE (SEE CIVI BACKFILL W/APPROVED ONSITE BACKFILL MATERIAL— #5@8" W/90' BOTT END HOOK 2 CU FT/LF BAGGED WASHED AGGREGATE @ WEEPHOLE #5@12" W/90' END HOOK AS SHOWN ------ 10, TOC FTG EL. (SEE CULVERT ELEVATIONS 2" CLR (TYP UNO) #4@12" W/90' BOTT END HOOK #5@12" 4"0 PVC WEEP HOLE, SLOPE @ 1/4":FT V-8" 0 #4@12" : #5@ 1 2"j ZOE C) F- Lli L -L E F-- 0 < Z 0 2'-4" 10" 12'$ 8" 4'- 10" SECTION 3/8"=l' -O" C-4 u #5 CONT 3" CLR WALL EL. 732.00' 0 WEEPS YP) \PPROX GRADE SEE CIVIL) #4 HOOKED BAR @ 18" OC (DRILL INTO BOX CULVERT & SET IN EPDXY) CULVERT SIZE (SEE CULVERT PLANS & ELEVATIONS) BENT BAR STRAIGHTS, END (TYP CHANGES) 7 1 —rl" 10" Rl-n" 7 I -R" 1 nl-n" I � vy- -- I - I -livi . . - -- - \ #4@12" W/90' ENDHOOKS u) Ld -#5@12" m CULVERT IE (SEE CULVERT ELEVATIONS) 1!7 J.. , X Ox 4'-2" 18" NOTE: SEE SECTION "A" FOR INFORMATION NOT SHOWN. SECTION /` �B WESTCLIFF CULVERT UPSTREAM ELEVATION 3/8"= 1 )-Otp - EL. 736.50' [Moo z im.? r gz ci .s L2 � 0 c lu 65 2i d z Em Cum im it 0 0 Z CC4' cn Ln 0 0 d cy) 0 co u CONCRETE NOTES 1. REINFORCED CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-05, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY SUPPLEMENT REQUIREMENTS. THE WORK SHALL ALSO CONFORM TO ACI 318-05, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. CONCRETE MIX: A. A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ANY POURS. MIX SPECIFICATIONS ARE AS FOLLOWS: 28 DAY COMPRESSIVE STRENGTH: 4000 PSI MAXIMUM WATER/CEMENT RATIO: 0.45 AIR CONTENT: 6% +/— 1.5% SLUMP: 4" MAX, 1 " MIN. PORTLAND CEMENT: ASTM C150, TYPE I AGGREGATE: 1" COARSE, CONFORM TO ASTM C33, SIZE 57 WATER—REDUCING ADMIXTURES: ASTM C494 WATER: POTABLE, CLEAN, FREE OF OILS, ACIDS AND ORGANIC MATTER MAXIMUM TOTAL WATER SOLUBLE CHLORIDE ION CONTENT CONTRIBUTED FROM ALL INGREDIENTS OF CONCRETE INCLUDING WATER, AGGREGATES, CEMENTITIOUS MATERIALS AND ADMIXTURES BY WEIGHT OF CEMENT: 0.10 PERCENT, MAXIMUM. B. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR CONCRETE MIX PROPORTIONS PRIOR TO PLACING CONCRETE. THE SUBMITTAL SHALL INCLUDE THE FOLLOWING INFORMATION: 1. PROPORTIONS BY WEIGHT OF ALL INGREDIENTS IN MIX 2. AIR CONTENT 3. UNIT WEIGHT 4. WATER—CEMENT RATIOS 5. TRIAL MIX COMPRESSIVE STRENGTHS AT 7 AND 28 DAYS 6. MATERIAL CERTIFICATIONS FOR ALL INGREDIENTS C. ABSOLUTELY NO WATER MAY BE ADDED TO THE CONCRETE AT THE JOB SITE WITHOUT THE APPROVAL OF OWNER'S QUALIFIED CONCRETE TESTING LABORATORY. 3. CONCRETE COVER: UNLESS OTHERWISE NOTED, PROVIDE CONCRETE CLEAR COVER FOR REINFORCING AS FOLLOWS: CONCRETE DEPOSITED AGAINST EARTH: 3—INCHES ALL OTHER: 2 INCHES 4. PLACING CONCRETE: A. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. B. CONCRETE IN FORMS SHALL BE PLACED IN HORIZONTAL LAYERS, NO DEEPER THAN V-6", IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. CONCRETE SHALL NOT BE DEPOSITED IN ANY FORM WHERE THE DROP EXCEEDS 4—FEET WITHOUT THE USE OF A CHUTE OR OTHER APPROVED METHOD OF CONVEYANCE. C. CONSOLIDATION: CONSOLIDATE ALL CONCRETE CONFORMING TO ACI 301 AND ACI 309R USING MECHANICAL VIBRATORS SUPPLEMENTED WITH HAND RODDING AND TAMPING, SO THAT CONCRETE IS WORKED AROUND REINFORCEMENT AND EMBEDDED ITEMS INTO ALL PARTS OF THE FORMS. D. IN HOT WEATHER, THE TEMPERATURE OF THE CONCRETE SHALL BE LESS THAN 90—DEGREES WORK SHALL BE IN ACCORDANCE WITH ACI 305R, "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING". E. IN COLD WEATHER, THE TEMPERATURE OF THE SUBSTRATE ON WHICH CONCRETE IS PLACED SHALL BE GREATER THAN 40 DEG—F AND SHALL NOT CONTAIN FROZEN MATERIAL. WORK SHALL BE IN ACCORDANCE WITH ACI 306R, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING". 5. FORMWORK: A. CONTRACTOR IS RESPONSIBLE FOR DESIGN, ERECTION, AND REMOVAL OF ALL FORMWORK. B. CONSTRUCT FORMWORK SO THAT THE CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION. C. DURING CONCRETE PLACING, IF EITHER MISALIGNMENT OF FORMS OR SCREEDS, EXCESSIVE DEFLECTION OF FORMS, OR DISPLACEMENT OF REINFORCEMENT SHOULD OCCUR, IMMEDIATE CORRECTIVE MEASURES SHALL BE TAKEN TO THE EXTENT NECESSARY EVEN IF PLACING OPERATIONS MUST BE STOPPED AND/OR CONCRETE ALREADY IN PLACE REMOVED FROM WITHIN THE FORMS. CORRECTIVE MEASURES SHALL INCLUDE ANY ACTIONS REQUIRED TO ENSURE THAT ACCEPTABLE LINES AND SURFACES, AS WELL AS REQUIRED DIMENSIONS AND CROSS SECTIONS ARE MAINTAINED. D. DURING, AND IMMEDIATELY AFTER, PLACEMENT OF CONCRETE IN FORMS, SHORING SHALL BE TIGHTENED AND READJUSTED TO MAINTAIN GRADES AND LEVELS. E. CHAMFER STRIPS: ALL PERMANENTLY EXPOSED EDGES SHALL HAVE A 3/4", 45 DEGREE CHAMFER UNLESS NOTED OTHERWISE. 6. CONCRETE FINISHES: A. REPAIR OF SURFACE DEFECTS: IMMEDIATELY AFTER FORM REMOVAL, ALL DAMAGED OR IMPERFECT WORK (HONEYCOMB, BUG HOLES, ETC.) SHALL BE REPAIRED PER ACI 301. IF THE WORK IS SEVERELY DAMAGED AND STRUCTURALLY UNACCEPTABLE, IT SHALL BE REBUILT TO THE EXTENT DIRECTED BY THE ENGINEER AT CONTRACTOR'S EXPENSE. B. PROVIDE THE FOLLOWING FINISHES AS DEFINED IN ACI 301 UNLESS OTHERWISE SPECIFIED: 1. EXTERIOR SLABS: BROOM FINISH C. PROVIDE TOLERANCES AS DEFINED IN ACI 117 (TOLERANCE FOR CONCRETE CONSTRUCTION AND MATERIALS): 1. ALL CONCRETE:CLASS B: 1/4—INCH IN 10—FEET. 2. WALLS: SMOOTH FORM. D. AREAS SHALL BE FINISHED SO THAT NO PONDING WATER REMAINS. 7. CONSTRUCTION, AND CONTROL JOINTS (IF REQUIRED BY CONTRACTOR): A. PROVIDE AT LOCATIONS INDICATED. B. PROVIDE SATISFACTORY MEANS FOR TRANSFERRING SHEAR AND OTHER FORCES THROUGH THE CONSTRUCTION JOINT. C. INSTALL CONSTRUCTION JOINTS PERPENDICULAR TO MAIN REINFORCEMENT WITH ALL REINFORCEMENT CONTINUED ACROSS CONSTRUCTION JOINTS. D. AT LEAST 48 HOURS SHALL ELAPSE BETWEEN PLACING OF ADJOINING CONCRETE CONSTRUCTION. E. THOROUGHLY CLEAN AND REMOVE ALL LAITANCE AND LOOSE AND FOREIGN PARTICLES FROM CONSTRUCTION JOINTS. F. BEFORE NEW CONCRETE IS PLACED, COAT ALL CONSTRUCTION JOINTS WITH AN APPROVED BONDING ADHESIVE USED AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. CURING: A. 1. ALL HORIZONTAL SURFACES OF CONCRETE SHALL BE CURED BY THE USE OF ONE OF THE FOLLOWING METHODS: (1) WATER PROOF SHEET MATERIAL CONFORMING TO ASTM C171, (2) CONTINUOUSLY MOISTENED BURLAP, (3) THE PONDING METHOD, (4) THE SPRINKLING METHOD, OR (5) A COVERING OF 1—INCH SAND OR SAWDUST AND KEPT CONTINUOUSLY WET. B. BEGIN CURING AS SOON AS THE CONCRETE HAS SET SUFFICIENTLY SO THAT FINISHES, AS SPECIFIED HEREINAFTER, WILL NOT BE MARRED BY THIS OPERATION. C. ALL CONCRETE SHALL HAVE CURING MAINTAINED FOR NOT LESS THAN SEVEN DAYS AFTER FORM REMOVAL. D. WHERE A CONCRETE CURING COMPOUND IS USED, IT SHALL BE A DISSIPATING TINTED PRODUCT PER ASTM C309. THE FILM MUST CHEMICALLY BREAK DOWN IN A TWO TO FOUR WEEK PERIOD AFTER APPLICATION. 9. REINFORCEMENT: A. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, GRADE 60, AND SHALL CONFORM TO ASTM A615. ALL SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-05 (CLASS B TOP BAR). B. REINFORCEMENT SHALL BE CLEANED, BEFORE PLACEMENT, TO REMOVE ALL DUST, DIRT, RUST, MILL SCALE, GREASE, AND OTHER FOREIGN MATTER, WHICH COULD PREVENT OR REDUCE BONDING. THE CONTRACTOR SHALL ENSURE THAT SUCH CLEANLINESS IS MAINTAINED UNTIL CONCRETE HAS BEEN PLACED. C. SPLICING OF REINFORCEMENT SHALL NOT BE PERMITTED EXCEPT WHERE SHOWN ON APPROVED SHOP DRAWINGS. SPLICES SHALL PROVIDE LAP TO TRANSFER THE STRESS BETWEEN BARS BY BOND. D. REINFORCEMENT SHALL BE SUPPORTED BY ACCESSORIES WHICH WILL PROVIDE THE SPECIFIED PROTECTIVE CONCRETE COVER. PRECAST CONCRETE BRICKS MAY ONLY BE USED TO SUPPORT BARS OFF OF GRADE. E. DO NOT WELD REINFORCING BARS. F. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS SPECIFIED OR REQUIRED. PRECAST CULVERT NOTEfl 1. ASSUMED LIVE LOAD. HS20-44 ALTERNATE LOADING. 2. CAST—IN—PLACE CONCRETE SHALL BE POURED IN THE FOLLOWING ORDER: 1. LEVELING PAD 2. WING FOOTINGS AND CURTAIN WALL 3. HEADWALLS, WING WALLS. 3. ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING THE WINGS, END CURTAINS WALLS AND HEADWALLS. THE EXTERIOR PRECAST UNITS AND LEVELING PAD SHALL BE UNDERMINED TO PROVIDE FOR THE WING FOOTINGS TO BE POURED TO THE DEPTH AND DIMENSIONS AS SHOWN ON THIS PLAN SHEET. 4. FOUNDATION CONDITIONING MATERIAL SHALL HAVE A THICKNESS OF AT LEAST V-0"BELOW THE BOTTOM OF THE LEVELING PAD. THE MATERIAL SHALL BE FORMED AND SCREENDED TO THE PROPER ELEVATION AT LEAST V-0" BEYOND THE SIDES OF THE LEVELING PAD. 5. THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE PREPARED LEVELING PAD, FEMALE END UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT CHECKED FOR ALIGNMENT PRIOR TO JACKING THE UNIT INTO PLACE. SATISFACTION FITTING AND PROPER GRADE SHALL BE MAINTAINED AS THE WORK PROCEEDS. 6. WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING, THE ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL REMOVE SUCH REJECTED UNIT FROM THE PROJECT. MINOR DAMAGE TO THE UNIT MAY BE REPAIRED BY THE CONTRACTOR WHEN PERMITTED BY THE ENGINEER. 7. CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION OPERATIONTO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW EXCESSIVE SETTLEMENT OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. B. FOR PRECAST REINFORCED CONCRETE BOX CULVERT, SEE SPECIAL PROVISIONS. SOIL NO 1. COMPACT EXISTING SOIL UNDER FOUNDATION TO 95% OF MAXIMUM DRY DENSITY PER ASTM D698 AT OPTIMUM MOISTURE CONTENT. 2. EXISTING EXCAVATED SUBGRADE SHALL BE VERIFIED TO SUPPORT MINIMUM 2,000 PSF NET BEARING PRESSURE. 3. SOIL SHALL BE REMOVED AND REPLACED IF EVER ALLOWED TO FREEZE OR RECEIVE STANDING WATER DURING CONSTRUCTION. 0 om " a < CD >"Om r- 0 -n —1 cn mm X—i " —4 > G)OWO-1 =r- -n > > m m:0 =r- Cn 0 0 M" or. -n mm > cn 0 M m -n m 0 M m M Z Z cl) z cn 0 cl) r- M m CA > z 0 Z > m m M 0 m m cc 0 m z 0 z 0 cn 0 -n ;K :E 0 m > ISHEET 1 OF 2 1838.21 T5 @ 6" TOP & BOTTOM �0 T4 2'-41t" PLAN 6 SPA. @ 9" "Z" BARS IN TOP OF FOOTING zl Z2 5 Z3 5 SPA. @ 9" 2-N2, 2-N3, 2-N4 8'-6" 2 - G 1 cv 2-Nl @ 8" B— FILL FACE 1 -Vl STR. FACE 2-B2 cli 110- q 3" 6 DRAINS CD 6" ABOVE h FLOW LINE CONST. JT B 1 ELEVATION -Bl 2-"G" 2" x C? w Vl @ V-4" Z @ WING WALL em PIPE NOT "H" SHOWN 11 11 4 T 6 - "T" T51 @ 6 31-0" —tLo-L. SECTION - BB V-6" z T4 T41 t A" SECTION - AA co CD LL _j ":m 00com Lu cc m < < CLL) 3� M Lu co LL 0 _j 0 " < 0 C40 Lu 10, SEE STD. DWG. 838.45 FOR GEN RAL NOTES.1 2" 2" FILL FACE--\ -FILL FACE w LL. Z 1-1 Lu NI @ 8" BILL @ WING WALL "N"La 9 em PIPE NOT "H" SHOWN 11 11 4 T 6 - "T" T51 @ 6 31-0" —tLo-L. SECTION - BB V-6" z T4 T41 t A" SECTION - AA co CD LL _j ":m 00com Lu cc m < < CLL) 3� M Lu co LL 0 _j 0 " < 0 C40 Lu 04 co -e z Z a Zl— 3'- 5 31/2 Z2— 3'-0" Z3— 2'- 7 10 -4 -co --H 6" � HK. Hl 4 , -11" H2� 2 _11#1 H " BARS N BARS "Z" BARS "H", 'IN", & "Z" BAR DIMENSIONS ME OUT TO OUT. V1 SEE STD. DWG. 838.45 FOR GEN RAL NOTES.1 51-91l 2 8 U) " j cD z LLj w LL. Z 1-1 Lu %.:.I Z cl) cc 0 LL BILL OF MATERIAL FOR ENDWALL — V4 #4 3#-111 2 4 Z 1 #4 3'- 11 " 6 16 Z2 #4 3#-6'r 4 9 Z3 1 #4 1 3'- 1 " 4 8 z REINF. STEEL 1 PIPE Lu .0 ir I 12� _j 2 5 SPA. @9" FILL BAR SIZE LENGTH NO. WEIGHT _j FACE 2-N2, 2-N3, 2-N4 B1 #4 51-611 4 15 cr 9 LLI 2 SPA. @ V-9" STR FACE 2 -Hl, I -H2 B2 #4 41-61' 4 — 12 0 LL 0 �e C0 3 SPA. @ V-2" FILLr 2 SPA. @ V-6" G1 #7 8'-211 2 33 cD Z Lu o FACE 3 -Hl, 1-H2 V2 FILL FACE H1 #4 5F -6f' 10 37 z C) 0) 0 N2 1-Y2, 1-V3, I -V4 0 04 u U) U) U H2 #4 3#-611 4 9 LU N4 V4 N1 #4 7'- 11 4 21 .0 ct 1- LL, Lu (L N2 #4 W-711 4 18 u LO Hl N3 #4 51- 8 t' 4 — 15 (L C) < 0 0 N4 #4 41-9#1 4 13 Z 0 z N N T1 #4 11'- 10" 6 47 Z 0 `t T4-/ T4 #4 51-31' 6 21 < 0 LO WING ELEVATION T5 #4 2'-611 34 57 cl) Lu Lu _j 04 co -e z Z a Zl— 3'- 5 31/2 Z2— 3'-0" Z3— 2'- 7 10 -4 -co --H 6" � HK. Hl 4 , -11" H2� 2 _11#1 H " BARS N BARS "Z" BARS "H", 'IN", & "Z" BAR DIMENSIONS ME OUT TO OUT. REINF. STEEL LBS. 354 SHEET I OF 2 CON./R.C. CU. YDS 5-0 1 838.21 0 M m 0 2 -47/16" 4'-9" Tl TOP & BOTTOM 10 < 2- IV' 2" F- 1�1 2" 4-F 2" w cn 6 SPA. @ ill' FILL FACE >"O 11 �_ -111 -n M C/3 "Z" BARS IN - — H- 1 TOP OF FOOTING — FILL FACE m V U- _j :z m 11�_xl @ l'-6" @ 11 vIlga 11-joll 0 cf) __q > t @ WING WALL 0 :0 C-) --I t co -7 > > m I? NI La 9" LU < Ll- -n 1` 7 F- 0 0 cD m:0 T4 It =r- Cf) 0 Jm' z < -0 -n Vl @ l'-6" — 811 V-6" T4 F- m: 27- LLI @ WING WALL cf) LL 0 _j 0 C) " < 0 cf) Cb 5" :m q 11 -cm > co - L cni CL T5 6" C3 8- 7" _J L 5 SPA. @ 11" 2% 'IN" BARS IN BOTTOM 3'-0" SECTION - AA �9 21-1014211 3' a" OF FOOTING PLAN SECTION BB SEE STD. MG. 838.45 FOR GENERAL NOTES. BILL OF MATERIAL FOR ENDWALL 9'-6" REINF. STEEL 1 P PE _j m BAR SIZE LENGTH NO. WEIGHT _j 71 M - m cm cr R: 0 Z ;z 2-Gi B1 #4 5r -6'r 4 15 M — 0 Lu B—i 2-Vl @ 9" FILL FACE B2 #4 4'-6" 4 12 LL �e z cl) CD G1 #7 91-211 2 37 cD Lu cf) 1 -Vl STR. FACE m: H1 #4 6F -4f' 10 42 M -co 2-B2 cf) I H2 #4 41-711 2 6 LU m cr) 11 lv*t H3 #4 21-711 4 7 CC I— LLI 0) > 3" 0 DRAINS 0 Lu (L 1? 6" ABOVE N1 #5 3- 11 10 41 1= " 0) FLOW LINE 5 SPA. @11" FILL 0 (j (L .:z J FACE 2-V2, 2-V3, 2-V4 N2 #4 31-511 6 14 = Z z 2 SPA. 2'-6" STR. -0 0 FACE 2-H1, 1-H3 I I M '6" H3 z cc) M 2-Nl 3 SPA. @ l'-3" FILL < 1- m m CONST. JT.� L -2 -Bl FACE 3 -Hl, 1-H2, H3 V2 2 SPA. @ l'- 10 T 1 #4 13'-8" 6 55 w —1 > H3 ;:N2 I STR. FACE cl) _j co M * B-1 142, 143, 1 -V4 T4 #4 6r-Olr 6 24 LU 0 0 --V3 T5 #4 21-611 38 63 m Q Z 0 m ELEVIATION C40 = " cj) Z V1 #4 W-91' 6 27 " 0 C/3 V4 _j -n V2 #4 51-21l 6 21 CD LL. cc m :E 0 cm Bit Hl z M z 0 Zl— 3'- 10" V3 #4 41-111 6 16 Lu M LL Z2 — 3'- 4 " 7" cm c%j T4 V4 #4 2- 11 6 12 Lu Z1 #6 41-61' 6 41 2'- 9 " 6" 3 -NI 3-N2 Hlj 5:-09:: cj cm Z3 — 5 SPA. Z 2 #5 3'- 11 4 16 H2 4 @ ill' Z3 #4 3#-3" 4 9 H3 ry 2'-0" r HK.1 WING ELEVATION I N BARS "N BARS "Z"BARS REINF. STEEL LBS. 458 SHEET 1 OF 2 "H", 'IN", & "Z" BAR DIMENSIONS ME OUT TO OUT. SHEET I OF 2 1838.33 CON./R.C. CU. YDS 6.3 838.33 V1 #4 51-91l 2 8 U) " j cD z LLj w LL. Z 1-1 Lu %.:.I Z cl) cc 0 LL V2 #4 4'- 10" 2 6 — V3 #4 3'- 11 " 2 5 — V4 #4 3#-111 2 4 Z 1 #4 3'- 11 " 6 16 Z2 #4 3#-6'r 4 9 Z3 1 #4 1 3'- 1 " 4 8 REINF. STEEL LBS. 354 SHEET I OF 2 CON./R.C. CU. YDS 5-0 1 838.21 0 M m 0 2 -47/16" 4'-9" Tl TOP & BOTTOM 10 < 2- IV' 2" F- 1�1 2" 4-F 2" w cn 6 SPA. @ ill' FILL FACE >"O 11 �_ -111 -n M C/3 "Z" BARS IN - — H- 1 TOP OF FOOTING — FILL FACE m V U- _j :z m 11�_xl @ l'-6" @ 11 vIlga 11-joll 0 cf) __q > t @ WING WALL 0 :0 C-) --I t co -7 > > m I? NI La 9" LU < Ll- -n 1` 7 F- 0 0 cD m:0 T4 It =r- Cf) 0 Jm' z < -0 -n Vl @ l'-6" — 811 V-6" T4 F- m: 27- LLI @ WING WALL cf) LL 0 _j 0 C) " < 0 cf) Cb 5" :m q 11 -cm > co - L cni CL T5 6" C3 8- 7" _J L 5 SPA. @ 11" 2% 'IN" BARS IN BOTTOM 3'-0" SECTION - AA �9 21-1014211 3' a" OF FOOTING PLAN SECTION BB SEE STD. MG. 838.45 FOR GENERAL NOTES. BILL OF MATERIAL FOR ENDWALL 9'-6" REINF. STEEL 1 P PE _j m BAR SIZE LENGTH NO. WEIGHT _j 71 M - m cm cr R: 0 Z ;z 2-Gi B1 #4 5r -6'r 4 15 M — 0 Lu B—i 2-Vl @ 9" FILL FACE B2 #4 4'-6" 4 12 LL �e z cl) CD G1 #7 91-211 2 37 cD Lu cf) 1 -Vl STR. FACE m: H1 #4 6F -4f' 10 42 M -co 2-B2 cf) I H2 #4 41-711 2 6 LU m cr) 11 lv*t H3 #4 21-711 4 7 CC I— LLI 0) > 3" 0 DRAINS 0 Lu (L 1? 6" ABOVE N1 #5 3- 11 10 41 1= " 0) FLOW LINE 5 SPA. @11" FILL 0 (j (L .:z J FACE 2-V2, 2-V3, 2-V4 N2 #4 31-511 6 14 = Z z 2 SPA. 2'-6" STR. -0 0 FACE 2-H1, 1-H3 I I M '6" H3 z cc) M 2-Nl 3 SPA. @ l'-3" FILL < 1- m m CONST. JT.� L -2 -Bl FACE 3 -Hl, 1-H2, H3 V2 2 SPA. @ l'- 10 T 1 #4 13'-8" 6 55 w —1 > H3 ;:N2 I STR. FACE cl) _j co M * B-1 142, 143, 1 -V4 T4 #4 6r-Olr 6 24 LU 0 0 --V3 T5 #4 21-611 38 63 m Q Z 0 m ELEVIATION C40 = " cj) Z V1 #4 W-91' 6 27 " 0 C/3 V4 _j -n V2 #4 51-21l 6 21 CD LL. cc m :E 0 cm Bit Hl z M z 0 Zl— 3'- 10" V3 #4 41-111 6 16 Lu M LL Z2 — 3'- 4 " 7" cm c%j T4 V4 #4 2- 11 6 12 Lu Z1 #6 41-61' 6 41 2'- 9 " 6" 3 -NI 3-N2 Hlj 5:-09:: cj cm Z3 — 5 SPA. Z 2 #5 3'- 11 4 16 H2 4 @ ill' Z3 #4 3#-3" 4 9 H3 ry 2'-0" r HK.1 WING ELEVATION I N BARS "N BARS "Z"BARS REINF. STEEL LBS. 458 SHEET 1 OF 2 "H", 'IN", & "Z" BAR DIMENSIONS ME OUT TO OUT. SHEET I OF 2 1838.33 CON./R.C. CU. YDS 6.3 838.33 Sol z I S 0 OR , r N;: 0 z 4 LH Lu .0 ir I 12� 2 z 0 d z e EASON 7.. :7 0 0 Z 0 04 u U) U) U u LO >. >. 0 d C) < 0 0 0 co 0 I A D Q D I I r'F__ DIRECTION OF HOOKS HOOK OPTIONALI LAP 41-0" MIN (TYP) HOOK SEE NOTE 3 SEE DRAWINGS FOR REINF SIZE AND LOCATION, TYP NOTE: 1. ALL HOOKS SHALL BE STD 90 DEGREE HOOKS. 2. SEE DRAWINGS FOR ADDITIONAL HORIZONTAL BARS. STAGGER BETWEEN TYPICAL REINF SPACING, EXTEND TO 1/5 OF DISTANCE TO NEAREST ADJACENT WALL IN EACH DIRECTION, UNO. 3. OPTIONAL LAP LOCATION. APPLIES TO BOTH DOUBLE AND SINGLE LAYER CONDITIONS TYP. TYPICAL WALL REINFORCEMENT AT CORNERS & INTERSECTIONS NTS LAP SPLICE AND EMDEDMENT LENGTHS Vc =4.0 ksi fy = 60 ksi Vc =4.5 ksi BAR BARS SPACED GREATER THAN 4" BARS SPACED LESS THAN OR EQUAL TO 4" #3 14" 20" #4 lg$) 32" #5 29" 46" #6 39" 62" #7 55" 87" #8 69" 107" #9 76" 116" #10 97" 140" #11 120" 146" NOTES: 1. PROVIDE MINIMUM LAP SPLICE LENGTHS AND EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE. EMBEDMENT LENGTH EQUALS THE LAP SPLICE LENGTH UNLESS OTHERWISE NOTED. 2. BAR SPACING AT LAP SPLICE IS THE MINIMUM CLEAR DISTANCE BETWEEN LAPPED BARS PLUS ONE BAR DIAMETER. 3. ALL SPLICES TO BE CONTACT SPLICES AND WIRED TOGETHER UNLESS OTHERWISE APPROVED BY ENGINEER. CONCRETE REINFORCING LAP AND EMBEDMENT SCHEDULE SYMM ABOUT ') — Ar, V A'—r)" F7Arw A I f-\11 A -ri/-\k ir- � " r -IONAL NOTE I RECTANGULAR OPENING DETAIL SYMM ABOUT � OPENING I CIRCULAR OPENING DETAIL )UT G WATERSTOP IF INDICATED, PLACE AT TOP OF KEYWAY Ld 1 1/2" WIDE CONT REINF THRU 0 _j _j Lu CONT KEYWAY CONSTRUCTION JT LU _j > Lu NOTES: 1 . PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING. PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2" CLEAR TO OPENING. 2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE. 3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE TYPICAL REINFORCING 2" CLEAR TO OPENING. 4. OPENINGS 12" OR LESS IN SLABS AND OPENINGS 18" OR LESS IN WALLS, NO EXTRA REBARS ARE REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE. 5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND INDICATED ABOVE. 6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS EXTRA REINFORCING INUI IU 3UMLE- T T/2 INTENTIONALLY ROUGHENED HORIZ. JOINT--, .4. T/FOOTING OR SLAB 4q Av -4 . 4 "4' 1/4"x4" CONT. METAL WATERSTOP, 4" PVC OR STRIP—TYPE WATERSTOP INSTALLED IN WATER—SWELLING SEALANT ON SMOOTH SURFACE (SEE SPECS.) 4- 4-\ CN bi cn REBAR WALL/SLAB CONSTRUCTION JOINT (CJ NTS I NOT TO SCALE c/i 3: ry c) LLJ NO 0 14 Lo LAP Li KEYED CONSTRUCTION JOINT WATERSTOP IF INDICATED CENTER IN THICKNESS — ROUGHEN SURFACE CONT REINF THRU CONSTRUCTION JOINT ROUGHEN CONSTRUCTION JOINT NOTES: 1. FURNISH CONSTRUCTION JOINTS SHOWN HERE AT ALL WALL VERTICAL AND SLAB CONSTRUCTION JOINTS. 2. SEE SPECIFICATION FOR REQUIREMENT TO TIE WATERSTOPS IN PLACE TO PREVENT MOVEMENT OR FOLDING OVER. CONSTRUCTION JOINT (CJ NOT TO SCALE HANDRAIL TOEBOARD BASE PLATE r'r)Klr'DFTF QTDHrTHDF t6" UNLESS NOTED OTHERWISE ON PLANS 1 1/4" TYPICAL BP 1/2"x6"xO'-6" \—HOLE FOR 5/8"0 FASTENERS NOTE: BASE PLATE 1. FOR INFORMATION NOT SHOWN, SEE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARD MANUAL, STANDARD 50.04A. GUARDRAIL NOT TO SCALE CONCRETE JOINT Lj L _j _j [if L�j 120 0 * MIN. HL= COVER � � HOOK LENGTH 900 STD HOOK HW= HOOK WIDTH 1800 STD HOOK BAR SIZE GRADE 60 HL HW TL D f'c=4.0 OR 4.5 KSI Ldh #3 6)p 3p) 3p) 2 1/4" 6p) #4 8" 4p) 4 1/2" 31) 7)p #5 1 ojp 5p) 5p) 3 3/4" 9j) #6 1 P -0p) 6pp 6)p 4 1/2" 101) #7 l' -2p' 7 P' 7 P' 5 1/4" 12" # 8 1 p — 4 P' 8p' 8p' 6p' 14" #9 1 P -7p' 11 3/4'p 10 1/2'p 9 1/2" 15" #10 l' -10'p l'-1 1/4" 11 1/2'p 10 3/4" 17" #11 2'-0" l'-2 3/4p' 1p—lp' 12p' 19" COMPLYING WITH MINIMUM COVER REQUIREMENTS OF ACI 318, 12.5.3. OTHERWISE Ldh MUST BE RE—CALCULATED. REINFORCING HOOK Q rll L_j �:_ F) 1 11 F__ 11413 I rrl 9 d 9; olz c Sw ts cow. ti ;0:0 cl L4 2i z 0 E_ d z .:zu =M Lu 0 c*4 Z u U) V) u < Lo u Lo 0 0 d Z 0 0 0 C/)