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Home My WebLink About20160571 Ver 2_FINAL PLANS_20180306� � 0 N -�� wi��aao Ko c�o QP�� A'A� MELCO Ci � 0 � �� ,� o Ji _: `, c,'�� ' � � %� '� o . r Cm � . C�, �_�� Py } � � . . C .. - _-_ . . . �' � ��cP : I i' '�° - � —.---.,�' ......��,� _,_c ��--�� `l 2'v ' a O('pla �" _ o `� � � z � : �� a � 0 0� � ;�' 0 ; � _ _ :� \� � CT a Hr�rO�C;T/ Q � `�.� ALAMOSA DR ,� O � TANG��-� ;N�.�'� .� �_,._Q.. ^ .-'�� , n � o � : } • ` �.•il �I�III y t7 r�s 5� � GORDON Rp..; - I `r. .' TELLMONT C�� 1' .:)` ��-Q. . W .� r � ��f �y r '� wr , , _ : - � � Q ' � . �ryN'N'�nn� �R .JI.� ��/Q ,_Q;� l -��: . .fl � v~i �> ' 4qMp�� . . +�'.. ' �`-` .. ,._� �', a �t+r il ' ' - `� _, A' ,, roKts� �„ . D i �� Y �I �'�. �� J l� ` ��` �i� . j� � j�� - �� ;� . �� l!!DS AV �� ~ " � •J \-1 ` � ;�. I � ...,q ;\ J "\� 'MENPfNNqIL�. _ , V r � 9/� - - �- � R s�T ;- � _ J o p _ G ER. QR ..: -. •`'� � � ✓ ` '�G HAIEYS-WY Sf, � � ��ti 94 Fl �--::� .�R � Q - � �'F . ��.} �� .' a SUMM17 ItU � O , � p � /f NA ; �Q � '. y . 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'� / . �- \, DEEP RIVER ROAD TO PENNY ROAD GUILFORD COUNTY TYPE OF WORK� — GRADING, PAVING, BRIDGES, ELEVATED TIMBER GREENWAY WBS ELEMENT� 45125.1.4 TIP NO.� EL-5104 APPROXIMATE LENGTH OF PROJECT� TOTAL = 6,738.98 LF EXISTING -b- � c CO � PDE LEGEND TCE TCE ------------------ ---------- CUT ILL � — — EXT. S i OR��i PIPE (TYP) o PROP, STORM PIPE (TYP) -----�— _ _ _ _ _ � _ _____�_�� _____�_ • — — — —,-� — — — — — — — � _ [ i STANDARD SPECIFICATIONS� NO RTH C ARO LINA D E PT. 0 F TRANS PO RTATIO N, JULY 2 01 � S TAND ARD S PEC IFIC ATIO NS FO R RO ADS AND S TRUC TURES C ITY 0 F HIGH PO INT, S TANDARD S PEC IFIC ATIO NS AND DETAILS FOR ROADS, STRUCTURES AND UTILITIES, (LATEST EDITION) CONTRACT N0. LETTING DATE �� CALL 48 HOURS BEFORE YOU DIG 1-800-632-4949 OFFICE HOURS 7 A.M. TO 7 P.M. (EXCLUDING WEEKENDS AND HOLIDAYS) o • • n FIRE HYDRANT WATER VALVE WATER METER SEWER CLEANOUT EXISTING IRON PIPE PERMENANT DRAINAGE EASEMENT SANITARY SEWER WITH MH EXISTING DITCH PROPERTY LINE TEMPORARY EASEMENT CUT - FILL LINE RIGHT OF WAY TYPE "B" CATCH BASIN GRATED INLET YARD INLET TYPE "A" CATCH BASIN DRAINAGE MANHOLE GAS VALVE CURB & GUTTER FENCE WOODS LINE POWER POLE TELEPHONE POLE WITH GUY EDGE PAVEMENT ° ° ° ° ° ° GUARDRAIL O � WCR �� I r - } • �. �. � � r �� r. � --r , . �!�► � ��' � � � , �� r ..� � � � ,� _ I`��v � Fi 1�I l`� i�I'It:�� L IP�T.�'i S 1 I`�iTL'. �,tJ:'iTI�L,�,ir1L 4: PLANS PREPARED BY: CENTERLINE ROW PARCEL NUMBER DRAINAGE STRUCTURE NUMBER EXISTING WELL PROP. WHEEL CHAIR RAMP CITY OF HIGH POINT ENGINEERING SERVICES DEPARTMENT HIGH POINT, N.C. 27261 CITY OF HIGH POINT PROJECT DESIGN ENGINEER � �} 6-22-16 SIGNA RE DATE � � � �. 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Q = W M �" w a �� Z � O w w (/) � � x � � � � � W la� � � N 2 J �' � H U w � � w > c0 � I I O� N = N � U O I� � Y Y � _ �N � � H � o N II � � � � w W Z Z Y Z w � � U J m H N Q w Q � Q w� 2 U � � � � U (n ■■ z 0 � � � U C/) W � W H Q � � W � � 1 n I� � O � � Z �"' �w��z � w w Z � w J � Q, � � W z � p O o � � U Z �' � � o Q �� U _ � � c� Z � 0 Q i O � � � � O � Z Z 0 O (� w � _ � � �� w ,� � _ � � a � w w �Q W � SHEET N0. �� - �� _ , - �� , _ � �'�� ' �' \ ��I� ' � - � ;;� � - � ; � �� V >., ii �� !! �� I � �I � _ . _ � , __ _ _. , EROSION CONTROL N4TES 1. Site disturbed area = 2.84 acres. 2. This project is located within the Cape Fear River Basin. Therefore, the "Randleman Lake Water Supply Watershed Protection Rules" apply. 3. Contractor shall be responsible for adhering to all conditions in the approved 401/404 permits. 4. Contractor shall be responsible for a11 erosion control practices required to minimize effects on adj acent properties during construction. Erosion control practices shall be continued in accordance with the plans and shall be maintained until contributing areas are stable. 5. Contractor shall be responsible for following the various construction and erosion control sequences listed in the plans. 6. Stabilized construction entrances shall be provided at all points of ingress and egress from disturbed areas onto paved streets. These shall be built and maintained according to the standard shown in the plans. 7. The de-watering of structures with sediment-laden water directly to streams is strictly prohibited. The Contractor shall provide whatever means {e.g. silt bags, distilling basins, etc.) to comply with this stipulation. This will not be paid for separately, but shall be included in the unit prices for the other various erosion and sedimentation control pay items. 8. If the Contractor chooses to utilize a staging area outside the project limits, which involves the disturbance of any land, adequate erosion control measures will be required, and prior notice to the City and State will be required along with a revised Erosion Control Plan if necessary. 9. If an addendum to the COHP erosion and Sediment Control Plan is necessary, it must be submitted and approved prior to the initiation of any land disturbing activity which has not been previously approved. 10. All finished slopes are to be in accordance with the slopes shown on the cross- section sheets. Under no circumstances are finished slopes to be steeper than 2:1. Excelsior Matting shall be placed on al1 2:1 slopes. BORROW, WASTE, AND TOPSOIL REQUIREMENTS 1. Construct and maintain all erosion and sedimentaiion control practices and measures in accordance �viih the approved plan and construction schedule. 2. Remove good topsoil from areas to be graded and filled, and preserve it for use in finishing the grading of all critical areas. 3. Scarifi- areas to be topsoiled to a minimum depth of 2 inches before placing topsoil. 4. Clear and grub areas to be filled {No grubbing or filling �vithin the ��-etl�nds}. Remove trees, vegetation, roots, or other objectionable material that would affect the planned stabilit� of ihe i"ill. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, building debris, and other materials inappropriate for constructing stable fills. 6. Place all fill in layers not to ezceed 9 inches in thicl�ness, and compact the layers as required io reduce erosion, slippage, settlement, or other related problems. 7. Do not incorporate frozen material or soft, mucky, or highly- compressible materials into fill slopes. 8. Do not place fill on a frozen foundation, due to possible subsidence and slippage. 9. Keep diversions and other «�ater convevance measures free of sediinent during all phases of developinent. 10. Handle seeps or springs encountered during construction in accordance with approved methods. 11. Tempor�� stabilization (i.e. temporar�- seedinb) shall be completed on exposed slopes ��ithin 14 days follocving completion of any phase of grading. Permanent stabilization (i.e. permanent seeding) shall be completed for all disturbed areas within 14 days follo��-ing completion of consiruction. 12. All borro�� or w°aste activit�� is regulaied under the mining act of 1971, and all landfills must be regulated by the Di<<ision of Solid Waste Management. All Borro�� hauled into ihe site for the construction inust come from a regulated inine and all Waste must be talten to a regulated landCill. The Ciri� of Hi�h Point shall be the Responsible Parl�� For anv Borro« or Waste �ctivities associated w-ith the construction. This shall apply to any borro�� or waste site and any� site where topsoil is stock�iled. The work listed in this section consists of the disposal of waste and debris in accordance «-ith the requirements of these specifications. W�ste will be considered to be all exca�rated materials that �re not utilized in the construciion oFthe project, including overburden from borro�v sources and soil i_ype base course sources. Debris will be considered to be all undesirable matenal encountered on the project. Waste and debris sha11 be disposed of in areas that are outside of the right-of-��a�� and provided b� the Contractor, unless otherwise pro`�ided for by the plans or special pro�-isions or unless disposal u�ithin the right-of-��-ay is permitted by the Engineer. Where the Engineer has granted permission to dispose of waste and debris ��%iihin the right-of-�va��, the Engineer ��Till have the authoriri to establish whatever additional requirements may be necessary to ensure the satisfactory appearance of the completed project. The Contractor shall dispose of ��aste or debris in Acti�-e Public Waste or Dispasal Sites; he shall provide evidence satisfactory to the Engineer that the proposed area or site has been permitted by the Solid Waste Ma.nagement Division of the North Carolina Department of Environment, Health and Natural Resources. l3. Topsoil stockpiles, borro�� areas; and spoil areas shall be adequatel_y protected from erosion at all times. ACter construction is complete, these areas shall be final stabilized. 1�. A revised plan must be submitted & accepted by NCDENR prior to removal of an�- ��Jaste maierial not already included in the approved plan. STABILIZATION TIMEFRAMES (Effective Aug. 3, 2011) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS .�' > ,�-- Perimeter dikes, swales, ditches, slopes 7 days None �� e High Quality Water (HQW} Zones 7 days None Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length. All other areas with slopes flatter than 4:1 14 days None, exceptfor perimeters and HQW Zones. CONSTRUCTION SEQUENCE 1. The City of High Point will obtain a land disturbing permit from North Carolina Division of Land Quality. 2. The clearing limits must be flagged by the contractor prior to the pre-construction meeting in order to prevent accidental entry outside the clearing limits. The Contractor is to stay within the limits of construction. Any need to cross this limit line will need to be brought to the attention of the engineer prior to any cross over. 3. A pre-construction meeting shall be conducted with the City of High Point, all contractors involved with land disturbance, and the North Carolina Division of Land Quality Erosion Control Inspector on site prior to any clearing or grading. 4. Install the stone construction entrances at all construction staging areas as shown on the plans. 5. Install all Temporary Silt Fence as shown on the plans. 6. Clear and grub only those areas needed to install erosion contral measures. Once the installation of the above-mentioned erosion control measures is complete, clearing and grubbing of the remainder of site (no grubbing allowed in wetland areas) may continue as project progresses. 7. Begin Construction and Grading operations. 8. Erosion control devices shall be diligently maintained throughout construction. Devices shall be inspected and repaired after each significant rainfall. 9. Stone outlets in silt fence are to be checked and cleaned out on a regular maintenance schedule. 10. Seed all denuded areas within faurteen (14� days af completion of any phase of grading. 11. Seed and stabilize all slopes within 7 days of completion of any phase of grading. 12. Any slope graded steeper than 3:1 shall be covered with excelsior matting to prevent erosion after seeding. 13. All erosion control devices are to remain in place until the project is completed or the site is properly stabilized with ground cover. All upstream areas must be stabilized prior to removal of erosion control devices, and the disturbed area must be adequately stabilized prior to removal of the erosion control devices. Once this occurs, remove sediment, grade to final elevations and stabilize. 14. Remove erosion control devices only upon receipt of approval from erosion control inspector and when the disturbed areas have been adequately stabilized. 15. The contractor shall be responsible for all site erosion control maintenance during construction. In additian, the contractor shall be responsible for keeping all items/records required by the National Pollutant Discharge Elimination System (NPDES) Permit. 16. The contractor shall have on site the means to remove any sediment tracked onto the street. If conditions require, equipment must be on site to wash tires of vehicles prior to entering the pavement areas. MAINTENANCE PLAN (SEE ALSO INDIVIDUAL EROSION CONTROL STANDARDS) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTAIN THE GRAVEL PAD IN A CONDI110N TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. TEMPORARY SEEDING RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. RIP RAP OUTLET PROTECTION INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. SILT FENCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. PERMANENT GROUND COVER THE CONTRACTOR IS RESPONSIBLE FOR THE LONG-TERM MAINTENANCE OF THE GROUNDCOVER ON THE PROJECT UNTIL THE PROJECT IS COMPLETE. GROUNDCOVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES. A MINIMUM OF 90� COVER IS REQUIRED PRIOR TO PROJECT ACCEPTANCE. EROSION CONTROL LEGEND � ROCK INLET SEDIMENT TRAP TYPE C, NCDOT 1632.03 �t� TEMPORARY SILT FENCE NCDOT 1605.01 :; �. Illlllllltlllllllllllllllllllll DppD TEMPORARY ROCK SILT CHECK TYPE B, NCDOT 1633.02 ROCK PIPE INLET SEDIMENT TRAP TYPE A, NCDOT 1635.01 TEMPORARY SILT BASIN DETAIL C13-ERO.DWG TEMPORARY DIVERSION BERM, NCDOT 1630.05 STONE OUTLET FOR SILT FENCE *STONE OUTLETS FOR PROPOSED SILT FENCE SHALL BE PLACED AT ALL LOW SPOTS. � � � a � � �r.L. O � U � W � U � rn ' � W N M 00 � � � � � Wz�oN�� Z N °° � U M � � �XZM 00 Z �m�v� � Q Q Z � M � Gi. � � Z � w f.i] vi � o z, Ca � � � � � N 2 J z W � � ............... ,.••'� � �A Rp ''•. ,. �Q.� . . . . . . . . l��•., : .•' �FESS/p' q � '.- � .. �P,L 29950 6-20-16 � ' •'•.� FNG I N E�P ' �� : � •.�''�y A. �Cv��'�. •..........••• � � 0 N O z m 0 co 0 N _ U � a � a � I'� � 0 L� Z J � 0 � Z 0 U Z O � 0/'�/ LL W Y Y 0 � � � 0 0 w w Z Z Y w � �i U J w � 2 U � 0 U N SHEET N0. Z � r H Z � O U 0 � O � J � C� � Z O � 2 C� 2 w � Q 0 > w � 5' STEEL POSTS (TYP.) SETEOI P�ST �NCY 100' MIN. (COMMERCIAL) _ '� �_ N 8 �ENTERS 50' MIN. (RESIDENTIAL) " ' _ ` Q 4 wEIR WIpTH , � 1/4" HARDWARE CLOTH TEMP SILT FENCE SUPPORTED ,, � o 0 0 0 0 0 ° o � ° o a a o 0 0°� ° o� _ � µ 6Y MAX. MESHESPAC N�G �E 00 0 0 0 o i � �: o 0 0 0 0 o I �� 4 � (HOG WIRE) � , o 0 0 0 0 . �� - � 0 0 0 0 + '' �`� ' - ,, 0 0 0 0 0 0 �_ � ° 25' OR WIDTH OF �� ° � � " PROPOSED STREET � � � � � �,� , � �_ � ,� �� EXISTING � o 0 0 0 3" - 4" STONE o 0 0 0 � ROADWAY OR DRIVEWAY, � � � � �"'� ' ��5' STEEL POSTS (TYP.) � � � ° ° WHICHEVER IS j�r y ` ; 0 0 0 � � � � � � GREATER. L� � ;� � __ � _ „� � o �`a �-�' '- a- 0 0 0 ° o ° ° o �� . -- ,r r - �� -in " �`' ` 0 0 0 o c _ � . '� '�- ' o° o° o° o 0 0 0 , A _ 1"'` i � 0 0 0 0 0 ° o° o 0 0 0 0 0 0 ° °oo o � o � o �o �� _ Y� :i � �� r� _ t �'l� "�-- _ .i r o � � � �P�(F- 0� #57 WASHED STONE F� 4' WIDTH MIN. (AT TOP) PLAN VIEW FILTER FABRIC NOTES: 1/4" HARDWARE CLOTH 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM 4 FT UTILITY BY ALL CONSTRUCTION VEHICLES. #57 WASHED STONE MIN. BOTTOM OF WIRE FENCE AND 2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE FILTER FABRIC BURIED 6" IN TRUCKS IS TO BE PROVIDED. EXCAVATED TRENCH BACKFILLED EXISTING 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT WITH CLEAN STONE ROADWAY TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 21 ;� `, ?'7 CONTRACTOR SHALL MAINTAIN AS NECESSARY. � 1'-6" MIN. � CENTER �co�. .z� o.��x;o,�co,:{�oo n��og^oc o'��p ,n � c�;,,u3��.,��,,��o�c�»,�c�;o 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD � � �,� �C�' c o ,S�,o o �o bTo �oo L� c��o ,: `*a4c ��o ;r-rA - �� / i i � , \\�/j�/��/j�/��/ ��%��%��%/�� jj�%/��%��%�%/�\ 5. FREQUENTCCHECKS OF HEE�EN RANCE(S) AND TIMELY `�- � II � ' �ij\��\�j\�j �\; ��; �� `��\��\��\ MAINTENANCE SHALL BE PROVIDED. � ��//�// 6" MIN. �� 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND ;,� NOTES: 3" - 4" STONE EGRESS UNTIL SITE IS STABILIZED. 5� STEEL POSTS FILTER FABRIC 1. DO NOT INSTALL SILT FENCE WHERE FLOWS ARE CONCENTRATED. FILTER FABRIC 7, UTILIZE FILTER FABRIC IN CLAY SOILS. SECTION A-A 2. WOODEN POSTS NOT ALLOWED. SIDE CROSS SECTION VIEW 3. STEEL POSTS SHALL WEIGH 1.33 LB/LF. ISSUED 2-17-09 ISSUED 2-17-09 CITY OF HIGH POINT CONST_ENT.DWG CITY OF HIGH POINT SILTFENCEOUT.DWG NORTH CAROLINA REVISIONS S TA N D A R D D R A WI N G F 0 R NORTH CAROLINA REVISIONS S TA N D A R D D R A W I N G F 0 R ENGINEERING SERVICES DEPARTMENT C 0 N S T R U C T I 0 N E N T R A N C E 6 O Z. O O ENGINEERING SERVICES DEPARTMENT T E M P 0 R A R Y S I LT F E N C E W I T H S T 0 N E 0 U T L E T 6 O O. O I APPROVED..�� .=�r.Y.?:�.>20.4,� APPROVED..�� .A?� . . . .:?.�..ZO �. �jl��,,,� FOR EROSION CONTROL gj��„� .. FOR EROSION CONTROL ................... .. .. ............... SHEET 1 OF 1 ................... ...... .......... ...... SHEET 1 OF 1 DIRECTOR DIRECTOR CROSS SECTION VIEW OVERCUT CHANNEL 2" TO LONGITUDINAL EXCAVATE CHANNEL TO ALLOW BULKING DURING DESIGN GRADE AND ANCHOR TRENCH PLANTS 8c MIXTURES RATES ACRE PLANTING DATES SEEDBED PREPARATION CROSS-SECTION TALL FESCUE 120 LBS. 1. AUG. 15 - OCT. 2. FEB. 15 - APR. 15 TALL FESCUE 30 LBS. 1. AUG. 15 - OCT. OVERLAP 6'� MIN. AND RED FESCUE 20 LBS. 2. FEB. 15 - APR. 15 DESIGN DEPTH TALL FESCUE AND SERICEA LESPEDEZA 80 LBS. (UNSCARIFIED) 30 LBS. 1. AUG. 15-OCT. � TALL FESCUE AND 100 LBS. JULY 15 - AUG. BROWN TOP MILLET 30 LBS. 6' ----- I �� TALL FESCUE AND WINTER RYE GRAIN 90 LBS. NOV. - JAN. - - - - � � f~�� (NOT RYEGRASS) 25 LBS. g"�� `�� i�/ INTERMITTENT CHECK SLOT INITIAL CHANNEL ANCHOR TRENCH \ � /� (25' INTERVALS) WEEPING LOVEGRASS AND SERICEA 5 LBS. MAR. 15 - JUNE 15 l � LESPEDEZA (SCARIFIED) 40 LBS. / PREPARE SOIL AND APPLY � 10 LBS. (HULLED) 1. APR. 15 - JUNE 30 / COMMON BERMUDA GRASS 10 LBS. (UNHULLED) SEED BEFORE INSTALLING 2. FEB. - MAR. BLANKETS, MATS, OR OTHER � SHINGLE-LAP SPLICED ENDS CHANNEL LINER SYSTEMS. / OR BEGIN NEW ROLL IN AN INTERMITTENT CHECK SLOT FLOW � �_-- i j,j -1 �'� 6,. � 6,. SEEDBED PREPARATION: - 1 /� LONGITUDINAL ANCHOR TRENCH 1. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO PLAN. � 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP SOIL 3" DEEP. � � TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP. � „ „ 1 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS LARGER THAN 1�'� SHALL BE REMOVED `/ NOTES: FROM THE SURFACE SO THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. LEAVE SURFACE IN "MOWABLE CONDITION". 1. DESIGN VELOCITIES EXCEEDING 2 FT/SEC REQUIRE TEMPORARY 4. IF NO SOIL TEST IS PERFORMED, APPLY 2 TONS OF FINELY GROUND DOLOMITIC LIMESTONE BLANKETS, MATS, OR SIMILAR LINERS TO PROTECT SEED AND SOIL P / 1'^ '� UNTIL VEGETATION BECOMES ESTABLISHED. P U DSROF$ 00 10 U OD FERTILIZER PER OS�P EATELIME, ES� PERLPHOSPHATE,RAND ND RT000 R ` ---- `' STAPLES, 11 GUAGE, 6" LONG x 1" 2• GRASS-LINED CHANNELS WITH DESIGN VELOCITIES EXCEEDING 6 SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING STEP TWO ABOVE. 12 I WIDTH MIN. FT/SEC SHOULD INCLUDE TURF-REINFORCEMENT MATS. 5. APPLY MULCH (GRAIN STRAW) AT A RATE OF 5,000 POUNDS (2.5 TONS) PER ACRE. ��1 1�6�� STAPLE AS PER MANUFACTURER 3. STACKING OR STAPLING LAYOUT PER MANUFACTURER TERMINAL TRENCH SPECIFICATIONS (TYPICALLY 3-5' SPECIFICATIONS. INTERVALS) ISSUED 2-17-09 ISSUED 2-17-09 CITY OF HIGH POINT DR_DIT_STA2.DWG CITY OF HIGH POINT SEEDSPEC.DWG NORTH CAROLINA REVISIONS S TA N D A R D D R A W I N G F 0 R NORTH CAROLINA REVISIONS S TA N D A R D D R A W I N G F 0 R ENGINEERING SERVICES DEPARTMENT D R A I N A G E D I T C H S T A B I L I Z A T I 0 N V O 4. O I ENGINEERING SERVICES DEPARTMENT S E E D I N G S P E C I F I C A T I 0 N S 612 . O O APPROVED..��: .-?�.Y.1:.,20.:;� APPROVED..��1?�. ?:.Y:::.,20.::, ...................�j��,,�,..,............ FOR GRASS CHANNELS WITH EROSION CONTROL LINER SHEET 1 oF � �� FOR THE CITY OF HIGH POINT SHEET 1 oF � DIREC OR DIREC OR UPSTREAM END OF STORM DRAIN OVERFLOW � 1/3 PIPE DIAMETER p o z ' - 'v �� I VAR. I �� a ��• O CONSTNUCTION ACCES$ NOAO Q�� , ,-��lj �oo�� Ho�c� �a � _ m z 2� n p p�= z ----------------------- ------- - � F-1 -I 6�� #57 STONE IN ACCOXDANCE � O�7 �� WITH SECTION t005 OF NC DOT � z .. I I =.� z D m STANDAPD SPECIFICATION W Q Q LL = � QC">�OH BURY BOTTOM � - - - - - - ' 3/4" EXTERIOR z = � o � CNOSS PIPE(S): SIZE � _ �- z w H r DETEflMINED BV OF PLYWOOD PLYWOOD • � � � �� CONTHACTOH � � � � � � H 3" MIN. NOTE: �DDD k' .�� z�j� PLYWOOD INLET PROTECTION 1. ALL PARTIALLY COMPLETED STORM DRAINS SHALL c�i>'-' � � *"; � ` � w O BE PROTECTED AT THE END OF EACH DAY IN z F� :�. ;, - � o ACCORDANCE WITH THESE DETAILS. 2. ACCUMULATED SEDIMENT SHALL BE REMOVED AND 4-� STEEL FENCE PROPERLY DISPOSED OF AND THE TRENCH BOTTOM �e�,� REGRADED AND COMPACTED IN ACCORDANCE WITH STREAM CMANNEL F POST (TYP.) SPECIFICATIONS PRIOR TO CONTINUANCE OF LAYING '-�� UPSTREAM END OVERFLOW PIPE. OF STORM DRAIN � CLASS B STONE CLASS B STONE � m m --A � Z u u u 3 z o N n u u -fl � � y u u n � H � V� ii ii ii , 1/3 PIPE �� z O n u n p D DIAMETER D= � � pC II II _ II p o D �� Q(> � NCDOT #57 I D° �' N z PLAN VIEW o� � WASHED STONE� , D m � D � a ACROSS PIPE � � � � Q �L INLET I � � /2" MIN, #57 STONE� 6" DEPTH (MIN.) � IrA � I I I I I I � I �� NATUflAL NATURAL Q v+ � � � � � � D GNOIIND ' Gfl0UN0 � ` I I 10:1 10; r � � HARDWARE CLOTH � � O z ^`��`^ �-%-�T��%��`�� Q �� J �� u v, � CLASS B STONE J O u u u �o za Z � CNOSS PIPE(S) (SEE NOTE) W � STONE FILTER INLET PROTECTION y, FILTER FABNIC WL VAX. r CITY OF HIGH POINT ISSUED 2-17-09 INLPROT.DWG SECTION A-A NOT TO SCALE NORTH CAROLINA REVISIONS S TA N D A R D D R A WI N G F 0 R ENGINEERING SERVICES DEPARTMENT APPROVED..��?? .'??:.Y.i�.,20.::? PIPE INLET PROTECTION 617.00 SHEET � oF � NOTE: BANKFULLFFLOWEmWHICHEVERRI�LESSSSFROmSAA2LYEAR PEAKNSTORM,PWITHOUT OVER TOPPING. 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I � � �� . ,'� � � �� _, =�e — � _ �_ .�.= e� ,e =�= e� _� � _ _��._ , _ �_ .�� e��=� _�= a �3--� — — ---�_ . ��_� =s�:=�� 3��' 3= — �3�=� =3� , — — r�.—i—�� e� ,e =�= e� . —�— � —�— ( -IL -IL _ � ' I: +-! , _ _ _ _ i I I I � � � � � � � � �� _. -! __i- __� � . !----�-- - � --� � -- i __i i __i _. �_i i ._ ! ! __i i ,__� � . -- --� � __� � -- � —!— --�- - ! .__! ! ------. . _ __ __ : __ __ . __ _ __ _------ __ . _ __ _. I I-_� !,__� __ � � I_ � �__I �,_ I � I I__I I_ I � I I I � I I I I I I � I �__I_ _ I I � � I I � � � � __I � I I _ I I_ __ __ I _ I __ __ I _ __ � _ I __ __ � _ __I I __ __-�-- _ � I __ I _ _ I _� � I __ � __ I _ I __ _ �l` __ � I I I I I I I I I I I I 790_I I I I I I - � /-_� -- __ � 790 -_ : — -- ---- �__ _-- � _— -- � -- --- I �-- -- � -- _ _ __ � _-- -- � --- --- I �_ _ _— � --- �_-- � _— _— � -- -- � -- � __ � _— __� _ _ -- � _ ___ �_-- -- _I_ __ __ _ __ __ _ __ __ __ _ _ _ _ __ __ __ _ _ _ __ _ __ _ ___ _ _ __ __ _ __ __ -�-- _ ./ __ ,_.- �- -�- - - - -�- �- - r-- �- -._ . ._ _. -�-�-�--�- - i _� i `-�- � � -� � ---- __ _ � i � � _ _ _ I � ---_ m� � � � _ ----� __�_ � ,,- �,, �� . � �� - , - �-� �� ,- � _.. � �� _ I _ � � �� ,, �� - ��- � � _ �� . � �� 7951 : I 1 : I : 1 I : 1 I 1 : 1795 1 I 785.1 I 1 : I : 1 : I � I : I : 1 1785 I I I I I I I I I I I I I I I I I � I � I I I I I I I I I I I I I I I I I I I I I / I ti' I I I I #1 i !� I - I I � i i�� I _�;I. i i� I $I. i � i _�i i -��4 I i,�. � .� I j$i i �i I ��_ i �l I _� I I _� I i�� I _�;I. i I _ :.. � -,. I - � � - � ,- , I _.- . � I _, � I _ I I _.- � I _, I I �/ � � - � _:- , � _ I I I I I I I I I I I I I I I I I I I I I I 7901 I I I I I I I I 1�90 I I 7801 I I I %�I 2� I I I I 1�80 r� I I I I I N I I I/ � I I I I I I I I I I I I I I I I �I I � I I �I I I I I I I I I I I I I I I r'� _ I ; .; � I / I I -; : � ;_- I I � � , : , � � : _.: � - - - - - _ - :- : I �� j� I T�I � _� � � ;�� I _{--�; � I � / I � I _�7 I ��f ;� � ;�+ �� I i i�l � � � I �� I �I I _� I i�� I _I�--�-I-°, I _ I _ I I I I I i I �--� � i /� i i i � i '�--�H � . i �--�-�4 � � i� � i � i i {�-�� i i i i � i i i / i i i i i i i i i �. i i i i i i i 785 785 775 775 I I I �I ° � � I I I I I I I I I � I I I I I I I � _ I _ I I I I I I I I I I �d I I ' � � I ' i �' �� l I I ; _ _ - i . I _ . I : I �_ I I _$,. I _� ��_I I � . i - -� - i - - _ i _ _ _ _ _ _ __ _ _ _ _ I � I I I I I I I I I I i_i_i i I I � I � I _ - ,. .. I _ � `- � _ I I. i � .. - I I I ! I i ` I I � I, -- � i I I _ I _ �. � � � � � � .I . . . . . I — : � :. ' � � —. : I '- _ ��. I . . '�. � :_�— —�� I I--.:. � � � � �� I � . � --._� � � ... � �.--^. � . ...._ _... � . . ..—r 780 � _: ,_� � � � .. . . . � _ . . _ . � . � . � . . . . . . � . � . . � . . . I . . . . . I . � � . � . . I . � I— —�� I I I I I I 780 I I 770 �—_I- � I I I I I I 770 I I I . • , I I I I I I I • I � I I I I � � � � Exrsting Ele�✓ = 784.14 � � � I I � .. I � I � I Existrng EIeN = 781.41 I I I � I _ , � - � ; � ,. � I _ - i,. I I I ; I I I I I _ I , � � i � ' � Design Eley - 784.39 � � ' � I I � �' -I I i I i � ` i I _ � � Design Ele�r = 780.00 I i i I I I � �� , �, , �:_, , T��p� ,�,=�� p�� , ,��_, _, � �� - � � � .,-, ,, ; , �-� � � � � � � � � �- ��._ � � � � � � �- � , � � � � � � � �- � ,_ ,_ 7 7 51 I I C U T R E A = 3. 0 6 f tZ � F I L L A R E A = . 1 4 f tZ I I I 1 7 7 5 I 7 6 51 I I C U T A f� E A = 5 8. 6 0 f tz � F I L L A R E A = 1. 6 0 f t2 I I I � 7 6 5 4�0 3i0 2i0 1 1 2i0 3i0 4�0 i i i 4�Q 3i0 2iQ 1 1 2�0 3i0 4�0 i i _ i � i i i i i i i i i i i i i i i i i i i _ _. f I I j _ I _. :_. . � _... . :. I _,. .._. I _ I _:. .,. _.. I _.. _ _: _ - - - I - - I I -- - � - - - _ I - , I _ � � ---._. I I __ I I __ I I I I , . - I -�I I ; -}--� �� ` ` _ - _ _ � � I I � I -1--� ` ' ' ' ' I � I ..��- I �' I ' ' ' ' I �� ' I I i , i _ i I I � I I I ' � I � � .. .. .. � �_ , � !_J_ ; I , �! � I �f �� I -�I I �., I ;� ,-� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ i I _ I _. I I I I I I I I i. I I I I I I I I � i i I I I ; � _ � � � _ - � � i I � I ; I � � I i i I I I � I � I ' I I' ! I I � �, ' I i I _ I , � �,, � � � , � _ �, � ,. , _ _ ; ; _ _ , _ _ � _ _ T � � � _ _ _ I I , I , I I I -- . I I I I rl, I I _. I I , I � I I I . � . � , � I I __- _ I I I , � � '- --- � � ---, � � __-;_.., � _ � --- I -. __. � - � _-.,- � _-_.., � � � _. __ � __ I � ,_-_, � -.., � ---, � � __-:-.., � � � I I I I I I I I I I I I 7951 I I I I I �F I I 1795 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I� � I I �. I � I I � I � _ I . I I I I � I I _ - I � I � I I I I I i I ' I - � I _ _ I , I L I I I _ _ I I I I I I I �I _ _ I ,; . ;. i I I I � I:, ! I I i ! I i I I _ I � I � I _ � � � I _ I i I I '_ ` I � I' i I l I ' I -_ I I � i I I i i I ' ! � _ I' , ! � I I � ` � � _ � ' . I I .. . I I I I .. . I I .. I _ I .. . I � _ � .. i I I I I I I 790 I I I I I I / I I � 790 -._. I I � � I � I � � � I � I � I I I � I I I I I I I I I I I I I I I I I I I - . .-- __- . ,- I __ .._ . I -- . .-_ :.-_- . ,_- _— . _- ..--- .-- . _ I __ I -I � I I _�. I — j -- -- -- --- I I I -- j � � I I -- ..- Ii-�ili- OIi�iIi-1-I1-1iIi� , , -- :— �=- _ _- .-. - -- _ _. . - � - � — - I . I _. , ,. I o I i ^ ��r ,�. I TI- I i I I I I - I � i i I- � -I i I i I i . �/ � � � ' �' � I I I I I I I I I I I I 7 8 51 I I I� I I I I 1 7 8 5 ; I ; I I I ; I I ; I I I I I I ; I I I I� I ; I � � I I I _ � ,, I _ , � ,'.. I I I _ I _ '_ I - I I I I� � I I I I I. I I I i I i ; I I i I i I �i [ i: I i - - I I i- - I - I i - I i _ �.. 1 I I I _ ; I ; I I .. _ I I ; ' I �� I I I I_�_ ! I I I I - I / I � I I I I ,.. . I I I . i I ,, I , _ '_ I I ;. I I _ I � _. I , I , ! I i - I I I � i I ' I _ 1 I ' ' '__:_. I __ ' _._-_ I _._._. I _ I '_:_._. I __:_ I _.__ I I _, I _:_._. _:_ I I I ' __, I ' '--_. ` I . I i _.__ , � __, I I I �i I I I I I I I I I � I I I I I I I I I I I I I I � 2� I�� I I I I I 790 790 780 780 � I I I I� I N I I I I I I I I I I I I I I I I I _.__ I I I r� I _._-.. 1 _._._. I I I I I I I I I I I I I I I I _. � . __. . � � --- . � ao _ _ �I I ;. - � _:- _. � _ __:- I i .. . _._-. � - - � - � -- - � - - - I � - � _ --- � - - -- � - - _ . '� 0 I I I � � I�? i ' I i I = I I � � I I . I . I I I _ I I � - . I _ �. I I T I 1 I I , _ I. I 1 / I I I I _ � _� ��_�o P_ �� __�� P�_ ��_�� P �� _� ��_��_P_ � I I I I ao � � 1— --- —1 I I I I I I I I I I -� 785 � I I I � I I— ---i- —�' I I � 785 I I 775 I I I� I I I I _ I I � 775 � � � � '� 2� � � � � � � � � --� �� _/ I � � � � � � � I I I �' � I I I I I I I I I — I I I I I I I I I I �� I I __ - I -_ I I . _ I I I I I _ _ � � � 1 — � i i - --- i �i i �- i ��f�� 7-E�f�r ;, i � i _� i , �_i�� E i 1fi��f i ��-��f��T i -� i .-:-- . :- ---- . , .— -�-- . , .— -� � _ -- 1_��ffii � � i��f�1 1 i��f�1 �fi��i i 1�� i i i i � i � i i i � i � i � i � i i i � i 7801 I I I 780 770 770 � I I I I I • � , I I I � -- � . � � I Existing EIeN = 784.19, � � I � . I � . I � I � I Existing E1e�V = 785.50 I I _ I I _ i I I _ I • I I � � � I : ! I:, � I i I i f I � I I I i�l � � I I,., ,.. : �. ,� � i � , � Design Ele�y = 784.32 � ! � � � � ; I � I 1 - I _ i I i � Design Ele�y = 780.93 I I ' I ' - I' i . f I I I _ I I I _ _ I I T I � I I I I I _ _ I I I _ _ � � � I � I ' I I I I I I I I I I I I I I I ' I I � _ I � � � I � I � � � _ � _ � I � � � I � � � _ I 77�1 I I CUT REA = 9.75ft� � FILL AREA =.21ftZ I I I 17�5 I I 7651 I I CUT Af�EA = 129.62ftz� FILL AREA = �O.00ft2 I I I 1765 I� 3�� 2�� 1 1 2�� 3�� p 3�p 2�p 1 1 2�p 3�p Ip � _.: __ i __._ i _---.. i _ --- i _.__. i _ i _:_:_ i ___. i i ---: i _.__ i _ i _:_:_ i ,___ i _.. i --- i ___ i __-:_.: i _ ---- i {. _ I � � ,- � _ � ._ � _ � � � i i � i = I { I i ; I i ; I i-- � � � � . � � � - � � � � � � � � � �� . �� ! � I i - � ' � � � � � _ � � � ' � ; - - - ' i _ I i f � � _ _. I I _ - � I I I I I I � I I I � I I i !_ I I - I � I I I I I _ _ � i � � � � ,. � �, � I I I I I I I I I I I I I I I � I � I � I � � � I � I � I � I � I I I I , I I I ; �_ I I I I I � -I��- j �I� ��j ,�� i _ I_ i �j--�-� i �� i _ ; _ i �4 I� i �` I -�` I �T �_ j '�T j -�I- i _� j �' j �Tf �' I � I _T: I T�� _rT_TTr I �4 �� I �` I -�' I � I i�f '- I � _ , _. - , . , _ _ , _ p _. _ , . , _ , _ _. , ___ , p _. , __._ , _ , _ _. p . _ _ , _ , _. - , . , _ -_ , _ _. _ , _ .. � � � � � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I 8001 I I I I I I I I 1800 I I I I I I I I I ,. .; :; I I I I I I _ I I I I � ;`_`_ I _:._ I I_'.:. ', I ,- :: I I � ., I _ I I I I I I I I I I I I I I I ' I I I I I I I I �I _ I: I I _ - I I I I , I I I , � _ .�. _ I � I L� I I I I _ I I I _ I � I � _ I _ I I I � I I I �� _ �i � i � � i �i i i �i I I I I �, � I � I , I I ,. I � _ I � I � , I I i �. I _. � I �''. �� ", .� I ' � I �'� , I I `! ,- I ' I ' ' I ' � I � � i � I ' � I �� I �' � � � � � ; � , � I � � rF �� I � � � I � � ! .,_.... � � � � I I � I � � � � _ � � I � I � � � _ 795 � j _ � � _ � � � � � � 795 � � � � � � � � � � � �� _ � � -_ � I ___ I _ �_ I __. �� _ _ I _ �_ _ � � I �- � - -- I �_ � _- - � --- � I � �_ � _ _ I �_ � -_ � I --- � I � - - I ! � � I � � I ,. I ,. , _ I; , I , I � � _ I I I � _ I i , I , I ; � _ I � � I �I _ I i -- I _._ _ I I - .. i - i T � � � ! , I _ _ i � _ i i f _ I / i _ �' I I I _ I _ I ! I _ I I � _ - -- - � - _ ' _ _ ._ � � � � . _ I __ I I ,. � � � I � � � - � _ � _., I � _- _. � , � _, I __ i / � � � � _ i _ : I : I I I : I I : I I I I I I 7901 I I I : I : I / I I : I 1790 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I�r- I � I I I I I �l i !� I - I I � i i�� I _�;I. i i� I $I. i � i _�i i -��4 I i,�. � .� I I$i � �� I �� I acvo I / i �ji I _� i i�� I _�;I. i I _- :.. � -,. I � � � - � --, I ` I I I I _ I I _.- � I _, I ` - I � � I I � - � _:-. , � � I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I 785 I I I I o� I I I I I �85 I I I I r I � I I I I I I I I I I I � � � 2% I I I I I � � � ��i � • � � � � � � � � � � �� 2� � a � � � �� '� � � � � � _ � � _ � � _ � � ° � _ � � _ � _ � __ _ __ , - . . �� i �'- � �� i� � � � i �� i �: i =�� i _��f �� i � � �� i�' � i�! � i j �'- � _� i �� _� j �� i i i i � i � i i i i i i i i i i i i i i i i i 7851 I I I � I � I I I I 1785 I I 7801 I I / I I I I I I 1780 � � � �.'� 2� � .��— --�---� � � � � � � � � � � � � � _ � _- _ i i - - --� - - i i _:_:_ i _ i _ i _ i '_ . i i i _: i i Ii�I i -- i _ i _ _ i _ i _�a � i--� i i i --- � i ' i -- i � � i � i �' i �{ �*� i � I i i -- , � � � � y � � � i � � F-- — � ,�-- � � � � � � � � , _ . �.— — ` . � � � � —_� I �— —.. � � � � � J. . , - � ' � �_—... � � . �� . � � � � � ... � � ._—.. � . �...._ � ..—r .. I . . � . � . . � I . . � � . I . � . � . � . . . . I �._.— —..�. I . �_—.:. I I . . . . I . . � . . .. .. I . . � � . � . .. �I —.. I . . 780 I I I I I I 1780 � 7751 I I I I I �775 I I I I • I � I I I I I I I • � I I I I � � � � Existing EIe�V = 783J3 � � � � � � .. � � � � � Existing Ele� = 785.67 � � � � � _ � � � • � � � � �, � � i, � � � ' � . � � � � _ _�.: � I i � � Design Ele�y = 784.24 � I � I I '; � � I j 4 i- I � I _' i I i _ I Design Ele� = 783.24 � i i I _ ; I ; _ I I,.. �� _, � � T�$p p , p. � � - � � - :- � � � � � �� . � � _ � I I � � � _ � - �_ � � �� - � � j .--- � � � _ ` � � f _ � � � � � � � � � � � �, � � _ � �_ 2� � � � � � � � � � _ � � � � � � 7751 I I CUT � EA - 1.86ft FILL AREA =.34ft2 775 770 CUT A EA = 79.05tt2 FILL AREA =.05ft2 770 4�0 3i0 2i0 1 1 2i0 3i0 4�0 i i i 4�0 3i0 2i0 1 1 2i0 3i0 4�0 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i _. I _..-, i _ i - - -- - - - --- - - - - __ ._._ i _ _.. _ . i _,. ._ i _ i _. ., _. i - - -._. i _.. i _, ._ i _ i . . i .. i _ i _ _ i .. i ... �f � I� I ' ' . i � I � ` ' ' , '- I � i ' �� I �' I ' ' ' ' ! I �f I I ! � ' I � i -� I ' �'' I -� I �f � I ! � ' I � i � I � ` ' ' - I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ i I _ I _. I I I I I I I I i. I I I I I I I I � i i I I I ; � _ � � � __ _ � . � � � I � _ _ I i i - I i i I I _ I ; , : , � _ � ,. _ , - I _ - , , ; _ I � I I _ I ; _ � � � . _ I I T I I I ! I _ �I. I � _ � i � ! I _ � � � d I I , I � I I I . � � I I - � - - � � I I , I � � I -.., � - -- , � _ _., � _ :-.., � _ � - -- I -. _ _. � - � _-., � _ -.., � , � - -- � _. _ _ � __ I _ -.,- � , _- _, � -.., � - -- , � _ _., � _ :-.., � _ � - -- I -. _ ... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �. I � I I � I I I . I I I I � I I - � �. I � I I _ I _ I I ' I I _ , I f _ I I .. _ I , � L � f I � _ - I I I f I � - I I j _ I , i i i � � � � I I i I : l I ' I -_ i I � I i I I i i I ! 0 _ I ! I _ I i _ � , � I I I - _ I I ' I I I I I . I I I ... , I I I I I _ I ... I ' �I I .. I ._. .. . I � _ � .. I I I I I 7951 I I I al I � 795 I I � � I � I � � � I � I � I I I I rI I I I I I I I I I I I I I I NI I I - . .-- __- . ,- I __ .._. I ;-- . .-_ ;__- . ,_- == -- --- .-- . _ I __ I I I I I I I I I I I - I � � I �_. I I I C _I_ .-- ,- -_ � T— --- .__ ,— - -- _: I I I ��I I . I I i I i-� I i i I i I ' 1 I I i i I i-� I i-1-i I i- i I 1 i I i i I i-� I i i I i I I I _ � � - � — - - `� I I I I �. I I � �I I / � - - — �« —,— T,--�r ��T,—�r� rT,--�rT i i _- i— i i i i i i i i i i i i i i i i i i i i� i i i I I I I I I I I I I I I 7901 I I I I I � I I 1790 � � � � I I I I I I I I I I I I I I I , � , I _ , , � , _ I _' , ' .: I , I _ I _ I _ ' '_ I I _ I ' � I I I _ I I � I I I _ I � I � . I �_ I l I _ � I � _� �. I � � -� � I � I '� . � � I ! , _ . � � � � _ , � : ` - I I �� .. _ I . � l I _ I I � � _ I I I _ a°�o I � � I `L' � _ ,. ., ; . i I ;. I , I � I ` i ,: I I , � I i i f I I I I ` _ 1 I � _.__' I ' __, I ' '__:_. ' I ' ,__ ' ' I _.__: I _._._. I � .. , I _.__ I ' I _, I ' _:_._. ' ` co I ' !_.. � I I ' '__:_. ` I ' ,__ I _._-_ I ' 1_. � - I I I I I I I I � I I I I I I � I I � I I I I I I I I I I I I I I I I 785 I I I � I I I I I I I �85 I I I I �r I N I I I I I I I I I I �- !, � � I I I I I I _.__ I I ___:_ I � I ' I I _ I _. I ___:_ I I I I I � P� I I I I I _. __. . � �r -._._. _:-. - -- - - - -- - - ---- - - -- - - I I � I ao I I I I I; � I I I �l;l• I I I I I ;� 0 � � � , , � . p � � - i � � � - � � � p � � i = , _ i , . i p _ �- � � - . i � _ � ; p - � � _ �� i __ � � 1 � i � i � , i � i � � � � , , � . I I I I � � � I � I " I I � I � I � I � I � � _ I I 1� I I I _ I I _ � _. , I I � - I � _ � � � � � _ � - � _ _, � _ � , � , � I I I I I I � -� 785 I ,,' I I I � I I I . � _ � 785 � I 780 � � I / I I ,,' I I _ � � � 780 �— — — � — — --� — — � �•'. � 2� .•,� i _ _ -+— _ I i I i I I — —j � � i / I i I i I i I _. I _ I . I I I I - — 1 — � —i . _ _ I � I I _ � � � - — - i �` i _�i I i i �� i �- i ��f�i 1�� --- . — , i _ i _j� i _, �_--- --- --- ---� i -- _ ' i ._:— �:- ---- � ,— -�-- . , .-- �-- . ,__ � i i i i 7 E�f�r ,, i i i � ��f� �ffii i i � f�i � i f�i E' � f�� -- . .- -. .-- . � i — i i i i i i i i i -. .-- . � � i i i � i � i i i � i � i � i � i i i � i 780 780 775 775 � I I I I I I � I � I I I � -- � � � I Existing Elef✓ = 784.17' I � I � . I � I � I � I Existing EIe�V = 784.58 I I _ I I ,.., � - i I I _ : I I i I `.. � I , I : � I �_ I i _ I i f I ! I I I i�l I I _ I i , � i � _ i I' � � Design Eley = 784.46 � I ' I ' I' i f ' 0 � � ! I '_ i Design Ele�✓ = 784.16 i '�, I :. _ � , � � I _._. _ I I ' I - I I I _ I . I � T i I � I I I_ � � _ I I I I _ � I _ i j . .. . . I . . _ . . . I . . ... . . I . . . . . I �.. I . I . . . . . I . . . I . , . _ I . . . . ... I . . . . I . .. _ . .. . I . . _ . . I . . . . I . . , . .. . I . . . . I - . 2 I � - I � . .. . . I . . . . ... I . . . . I . . _ . . . I . , . . 7751 I I CUT � EA = 8.84ft2 FILL AREA =.03ft2 I I I 17�5 I I 7701 I I CUT A EA - 33.88ft � FILL AREA - 90ft2 I I I 17�� 4,0 3i0 2i0 1 1 2i0 3i0 4�0 i i i 4�0 3i0 2i0 1 1 2i0 3i0 4�0 i _.: I __ i __:_ i __—:_.: i _, --- i _.__. i _ i _:_:_ i _—_: i i ---: i _.__ i _. i _:_:_ i ,_—_ i _: i _ i __:_ i __—:_.: i _ i ---- i �. I ; I i i I . i _ i i i � = i = i � I i � I i , i -- � � � � _ � i I � L � ` i � - i � i � �__ � _ � ` � i _. _ _ , .. , ,. i I � ' j ` - � I q I I � ! � �. ' I ' _ I' � i _ I i i j i � - �, ! ! . I i I � � _. I' ' I I I I I I I I I I I I I I I _ � _ _ � I I I I I I I I I I I I JOB N0: 2075 ,.�•�•��•�••••., CITY OF HIGH POINT ,,�� -�F�� '•... O � CROSS-SECTIONS FOR DATE MARCH 201 6 °�� `Y /.�' `,� � _ � F �r� ��: � : ENGINEERING SERVICES _ m ��1�11�1 1l �011� 1��1�1 V1' � JL S�S�� DESIGNED TAK �\,;��L� . DEPARTMENT i`I�I��I ,-"f X � :��:,��=,i� 211 S. HAMILTON STREET �� `_=ii � � I z DRAWN TAK ��. s-22-is .� P.O. BOX 230 ■�' '�� GREENWAY IMPROVEMENTS '� � �� HIGH POINT, N.C. 27261 �""„ `j��'�"��`��:"�,�""a,� cn • AB CHECKED �s� � <�� HIGH Po�NT - Gu��FORD COUNTY - N.C. �° ,�.��Ir��?�. `;' TELEPHONE (336) 883-3194 .,�i � � ��, �,• '' y � �`�� •' FAX (336) 883-4118 REV. DATE DESCRIPTION BY SCALE �" = 20' HORIZ. �°�=a' VERT. '••,,,,,,,,,,,,,••' v v "' �,'o ��z �o�� HZ�=D ?�ZDm x�o� z ,,,, � � � C)��~ �DD � M � y O z m Z %i r M � S � O o . . Z D N O 0 � � N Z � � 0 � N' 28 INCH CONE ROADSMEXCEPTEFREEWAYSpAND�EXPflESSWAY9) I14Y¢" YINIMUM BASE SIZE I EXCLUDIN6 BALLA9T WHITE tiETROiiEFLECTIVE BAND3 OR COLLARS HE�UIREU FOR NI�HT USE OE, OR FLUGHESCENT flED-ORAI ULTHA VIOIET STABILIZED IMPACT NE3ISTANT PLA3TIC 36 INCH CONE (HEQUIRED FOH FNEEWAYS AND EXPRESSWAY3) 38" YINIMUM I14L¢" MINIMUM BASE SIZE I EXCLUDING BALLAST GENERAL NOTES -ACHIEVE BALIASTINO BY U9IN0 3PECIAL WEIOHTED BA9E9 3UCH AS SAND BAO RIN09, DOUBLINQ CONE3, OR BA3ES THAT CAN BE FILLED WITH BALLAST. USE SEVENTY PEACENT OF THE WEIOHT IN THE BA3E. USE BALLAST3 THAT DO NOT PHESENT A HAZAAD WHEN STRUCK. iHEET 1 OF 1 1135.01 o DETAIL OF SIGN PLACEMENT 0 y 6IONS NiE AE�UIHED ONLY ON THE RI(i1T SIDE OF EACH ROADWAY � ��„�� O OO � ^'z = � � LEFT LANE CLOSURE 2�� R1 �� I �E BEOINNINQ OF Z = � O � � �0� MEHOE TAPEA n= ~ O r T�0-5 L W4-2L W20-b L s Z XX oe� x ae„ ,�e,� x ae° se„ x ae,� . .�, D D wrx � W13 � SEE DETAIL OF � M j 24" X 24" SIGN PLACEME� fA 0 � BEGINNING OF Z O � � � � � � � � MERGE TAPER • TqIA BUFFER MEROE TAPER 5 DHUTAS @ vSPACE SPACE L 20' 3PACINO N m-Im « M M « - •- r � � -• - •- r • � -• - •- � � � -� - � - •- • ,�_ o z - - - - - - - �. � r � � �� • • � ��_ � �'••.�• � 0 � � � D � - - - - - - - �• -•-�- F • -• �- � ♦ • • • • • � � -•-•- - -� � . m � D O.L v 6 DRUMS @ MERaE TAPER BUFFER TMIA � m O 20' SPACINO L SPACE SPACE WORK AREA � D � D BEQINNINO OF � � � � � � � � � O�"� SEE DETAIL OF � MENOE TAPER • i (� � SIGN PLACEMENT C � � ,'I m m s N n � LEGEND GENERAL NOTES T �� FLA8H2NQ ARHOW PANEL (TYPE C) -pIpHT LANE CL03UHES ON UNDIVIDED HOADWAY5 ARE THE SAME AS FON DIVIDED AOADWAYS AS SHOWN ON 9HEET 3, WITH THE � �THUCK MOUNTED INPACT ATTENUATON(TNIA) �CEPTION THAT THE APPNOACH WAPNING SIGNS ARE NOT HEQUIHED TO BE NOUNTED ON THE LEFT SIDE OF THE HOAOWAY. • DRUM -pEFER TO NOTES ON BHEET 3. I� POpTABLE SION 3HEET 4 OF 7 � TYPE 8 WARNINO LI(ili'T (FOH NIONT USE) 1 1 ��. �L ` DINECTION OF TRAFFIC FLOW o � 3HOULDER ;A3EL • � � � � � � � LEFT LANE CLOSURE �� z p p Meoia,r� p � • ��o� HZ 2 7 � � • � • e�w.Fd � � � -1 D � • • -• - � - F • -• - •- � � • • =o�Dm � - - - - - - - - - - - - - - - - -� - � - - - - � � ; ; ; S�O� Z�,o��' b OO b OO b � oovm �� y� � �� BENOE TAPEH BUFFEq TAIIA 50' TAPEEH ��,�y i ��E �E L SPACE SPACE WOHK AREA MIN. 100' z io u� I CLOSED XX vno� � w�-n wsos � 48" X 48' �B' X IB' 48' % IB' Wt3-t � z�• x za• < p � MEDIAN p RIGHT LANE CLOSURE � m m + ; SHOULDER TAPEH � � + 7 C � � � - - - - - - - - - - - - -� /3-� - - - • � � � : - • - � - F • -• - •- � ♦ � - - - � vrmio � � � r � r ! ' • • m-w+d • � �p N , , �D= b OO b OO �' DOWN �� fli STHEPH � D � �G� MEROE TAPER BUFFEH TMIA 50' TAPEq m Z N�� E � � SPACE SPACE yyppK AHEA MIN. 100' , � � D ,u�,�o I CLOSED • � � � � � � • D Z 0 XX Vi10-6 R W4-2R 0-6 R � m �.� .a• x ,�• .�- X .e- ,�• x ,�- �� z z za• GENEFIAL NOTES 1 r� -IF NECES3AfiY USE THIS 3TD FOR ONE-WAY CITY TYPE 3TAEETS WNEflE SIONS MAY 9E MOUNTED ON BOTM 9IDES OF THE HOADWAY. Q�"� -PLACE AfiNOW PANEL$ ON THE SHWLDEfl (PAVEO ON UNPAVED). PLACE AHHOW PANELS WITHIN THE TAPEH IF SHOULDEN8 DO NOT EXI3T. r y� MEET THE HEQUIPEMENT$ FOH STOPPINq $If3HT DI3TANCE AT THE LOCATION OF THE AFIROW PANEL. IF NEEDED� EXTEND LANE CLOSURE9 D AT THE BUFFEH 3PACE SUCH TXAT STOPPINO SIOHT DSSTANCE TO THE AHHOW PANEL IS MET. SEE STU. 1101.11 -BHEET 2 Z C . i ) m'� 0 -PLACE DHUM3 IN TAPEBS AT THE YAXIMUM SPACINO EWAL IN FEET TO THE POSTE� SVEED LIMIT. PLACE DRUNS A�ONp THE BUFFER � y� SPACE AND WOHK AHEA AT THE MAXTMUM SPACING EOUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. r -REFER TO 9TD. 1101.11 -SHEETS 1& 4, FON "L" DISTANCE AND SIdN 9PACINa. -REFEfl TO SHEETS 8 AND 7 FOA THEATMENT OF LANE CLOSURE3 THHU INTEHCWINGE3. N LEGEND -PORTRAY A 9PEED 70 MPH LE93 THAN THE POSTEO SPEED LINIT ON ADVISOHY 3PEED PANELS (XX MPH, SION W13-1), UNLE93 A m p �� FLA8HIN0 ARAOW PANEL (TYPE C) LOIYER SPEED IS DETEHMINED NECE3SARY BY THE ENpINEEH. -INSTALL LANE CLOSUHES WITH THE THAFFIC FLOW BEOINNINO WITH DEVICE9 ON THE UPSTHEAM 9IDE OF TflAFFIC. �TqUCK MOUNTED IYPACT ATTENUATOR(TMIA) REMOVE LANE CLOSURES AOAINST THE T1IAFFIC FLON1, BE4INNIN� WITH DEVICE3 ON THE DOYYNSTREAII SIDE OF TRAFFIC. • DflUM -TUIq'3 AIiE HEQUIRED ONLY WFiEN A BUFFEH SPACE CANNOT BE ATTAZNED, OR WHEN DIflECTED 8Y THE ENOINEEH OH THE PLANS. WHEN p PORTABLE SIGN USED, POSITION THE TAIIA TO YP.INTAIN A ROLL-AHEAD DI3TANCE AS RECAAMENDED BY THEIH MANUFACTUNEfl. SHEET 3 OF 7 � TypE 8 WARNIN6 LIGHT (FOfl NIGHT USE) 1 1 0 1. O4 ` DIRECTIDN OF TpAFFIC FLOW v v ^' �� o�� NZ�=D =T�ym 2�0� z,..,a�� N� , O Z � � 70 C ei 7C m 3 Z � O fr., Z 2 � vmcn �o� '"' v D � 70 � � v z � D a� �� z� a � � � 1165.01 LI�HT SYSTEN OPTIONS -2 FLASHIN6 LIOHTS LIGHT SYSTEM -2 FLASHINO LIOHTS & HOTATINq LIGHT -LICaHT BAH DETAIL OF ATTENUATOR DELINEATION ENTINE EN� OF AttENUATOH SHALL BE DE�INEATED BLACK 3THIPE9 YELLOW STNIPES NON-REFIECTIVE pEFLECTIVE 3HEETING TAAILER LIOHT O BYSTEY O a o 0 8" DIA. YEILOW (OPTIONAL) \ 4" BUTTON TYPE DELINEATORS NP. TYPE 1 � OBJECT MARKER 78" x �e" HEFEfl TO STD. 1284.01 9LOW MOVINR VEHICLE 8ION W2B-i 19" X 19" X 19„ HEQUINED WHEN ATTENUATON IS USED IN NOVING OPEMTIONS �-TRUCK MWNTED IMPACT ATTENUATOH (TNIA) z o� �"' Q Q MCC(rjC; LL.Ja►�Z O��S QU�O��r} � M cnF��yOWJ �OF-�Q Z ja a''" � � � x L�L. � Z Q � o N o W ¢ Z Q � H � _ N � J C7 z W iHEET 1 OF 1 1135.01 z o� �Q a �� a�,Z OO�jVj2 W `� Q lL 2 QUp�O� ViH�Ow O�CAa Z �� a''" �� O o G W � 0 c� � N w � � J � N O T 3 J } � V 3 oW� 2 � qc O J w � � J � � J O J d � W � � � w 0 N > 1--1 0 Z _ z oN w} Q ¢ ��v OO�xZ WQZIL= F-U�O� H H yQIL�J 0 z � a''' �, Q Q G w 0 N � p � w � _ � N � Z Q � � Q C G Z o��. �o�c� � � ~ J � � � Z � � W � W G N > �r G 1101 .0'e z o� �} Qa w��V ��v�i=z Z HU�O�,�,ry a � � �oo�a Z ; � a'-' ., Q o �. O a x � � W H N Q Q�Z o v o � � Q W � ~ H Z J � W o �_ � Z � W � :.i ��I li � 1165. v v ^' .�'o � �• Z �o�� rmiZ-�oI=D ?TZDm =u�oo z,..,�� C7 '�= 7�7 ~ DDD � � � � M � O � z m Z c� r H � S � � o � D y o v D � Z � �'I 0 � 1130.01 v v ^' � -� -� �• Z �o�� Hz�=a =T�Dm =fn00 z,,,,�� M ��a � � � y � � O Z � 't1 z a� N '-' 2 x 1�1 � Z � �D z � D . . � O� � � a� M = z m �' y o � v v'T' �, � "'� 0 �v,� o ro-n�cn rm�+Z-�oI=D ?�ZDm 2�0� z ,.,, � � � A��N ��D �H � � Z . O C � z p m M r� � ��r H ao = �m� � O Z �� v m O � �Z� m � y � FI m � %: D(ZA� Z n m ORANGE, OH FLUOAESCENT HED� ULTRA VIOLET STABILIZEI IMPACT RESISTANT PLAST: CIRCUNFENENTIAL ALTERNA?E ORANGE & WHITE AETROHEFLECTIVE 9THIPE3, 2 OHANGE 6 2 WHITE MINIMI TOP 18" MIN. TO 24" MAX. DIAMETER NOT TO EXCEED BA3E DIAMETER 21" MIN. TO 24" MAX. DIAMETER 88" MINIMUM GENERAL NOTES -BALLA3TINfi 9HALL BE ACHIEVED BY THE 3AND BA(i OA TIRE-SIDEWALL BALLA3TIN0 METHODS. UO NOT PLACE BALLA9T ON TOP OF THE DlilAl� NOR A$ TO PRE3ENT A HAZAHD WHEN STHUCK. -IF NECESSAfiY PLACE THE NAYE OF THE AGENCY, CONTHACTOA, ON 3UPPLIER ON NON-HETROHEFLECTIVE DNUM SUHFACES. 3HOW THE LETTENS AND NUMBERS USINO A NON-NETHOHEFLECTIVE COLOR AND NOT OVEN 2" IN HEIOHT. FLASHING ARROW PANEL TYPES NINIMUM LEOIBILITY PANEL MININUN SI2E DI3TANCE MINIMUM NUMBEH TYPE (W x H INCHES) (MILES) OF ELEMENTS A 4B X 24 L¢ 12 B 80 X 90 � t9 C 98 X 48 7 15 TYPICAL FLASHING ARROW PANEL HECE39ED YELLOW EIENENTB • � � � � • � � � NON-REFLECTIVE • • FLAT BLACK FLASHING ARROW PANEL MODES FLASHING ARROW FLASHING ARROW RIGHT LANE CLOSURE LEFT LANE CLOSURE � • • � � � � � � � � � � � � � � � � � � � � � FLASHING DOUBLE ARROW FLASHING CENTER LANE CLOSURE CAUTION MODE •� �• • • � � � � � � � � • • • • � � GENERAL NOTES -00 NOT USE STHAIOHT LINE CAUTION DISPLAYS. -TYPE "A" AfiflOW PANELS ARE FOH USE ON LOYI $PEED UHBAN STREETS (35 MPH OH LES$). TYPE "B" MROW PANELS AIIE TO BE USED ON 95•50 MPH, AND FOR MAINTENANCE OH MOBILE OPEHATIONS ON HIpH SPEED HOADINAYS. TYPE "C" ARHOW PANELS ARE TO BE U9ED ON HIOH SPEED (55 NPH AND OHEATEA), OH HIOH VOLUME HOADWAY9. -USE A YININUN MOUNTINO HEIOHT OF 7 FEET FFIOM GROUND LEVEL TO THE BOlTOY OF THE PANEL FOH TRAILER-MOUNTED MqOW PANEL3, EXCEPT ON VEHICLE-110UNTED PANELS YA1ICt1 3HWLD BE AS HIpH AS PflACTZCAL. -USE AHNOW PANEL ELEMENTS CAPABLE OF A NINZMUY 50 PERCENT DIMYINO FpON THEIH FULL IIATED LAAIP VOLTAGE. U3E FULL I.AMP VOLTAGE DUHIN6 THE DAY, AND USE THE DIYYED MO�E AT NI(iHT. -DO NOT USE ARNOW PANELS ON A TWO-LANE, TWO-WAY HOADWAY IX1ilING A ONE LANE OPEMTION, NOR ON NULTILANE HOADWAYS WHEN SHIFTING ALL THAFFIC LANES LATERALLY. LATERAL CLEARANCE 3' MINIMUM FRON TRAVEL LANE. PLACE SION BEYOND SHOULDER POINT IF IT CANNOT 9E IN3TALLED PLUMB. IF SION IS PLACED WITHIN A LANE CLOSURE OR ON THE TRAVELWAY THE CLEARANCE APPLIES FROM THE OPEN LANE. f` � TRAVEL LANE PA�ED SHOULDER \ IF SUPPLEMENTAL PANEL IS HE�UIRED - USE A 6' MINIMUM HEI(iHT TO MAIN SION WITH A 4' MINIMUM HEIGHT TO PANEL. MOUNTING HEIOHT DIMENSIONS HOADWAY TO SIGN 1' MINIMUM. FOR INTERSTATE OR OTHEH HIpH VOLUME ROADWAYS USE 5' MIN. SHOULDEfl POINT GENERAL NOTES -DIMEN3IONS 3HOWIV ARE MINIMUM VALUES. NOUNT SIQNS 30 THEY WILL BE CLEARLY VISIBLE TO APPROACHING TRAFFIC EVEN WHEN 3IGN3 ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS DRUNS, BARHIER, OR OTHER OBJECTS, -ALL PORTABLE SIaNS AND STANDS MUST MEET OR EXCEE� THE REQUIREMENTS OF NCHRP 350 FOR WORK ZONE CATEOORY II DEVICES. USE PORTABLE N(ORK ZONE SION3 AND 3TANDS SPECIFICALLY DE3IGNED FOR ONE ANOTHEH. •ALL PORTABLE WORK ZONE SI6NS AND STANDS MUST BE LISTED ON NORTH CAROLINA'S APPROVEO PRODUCTS LIST OR ACCEPTED AS TFiAFFIC �UALIFIED BY THE TRAFFIC CONTROL SECTION. z � m oQ v� HOCZ'3V �O��fl� OOp��SZ HZ�=� IW-UaO= =�7ZDm Q � � - =�oo v~i� oW zHor� 0�� D DD � Zw� �� c z r �� °C z �1 z L�L '� � � c� H N � � _ � p N � � D v ¢� . ' ' z�'� z Q � � v a Mm� � z �"� � = N � Z N H Z � J Z � � O w m � � cmi� N 1130.01 11� Z m �Q �� Qa3 . N z N¢(�L; ��'q0� ��a�z mo'�'i� ��C�= r-�Z�=D HU�O= ?��m S HS~ZW Z�.=y��l �ZO�¢ �� D � o� �Z In � o N � � z �� o�� W � H ao' �Zu� �a ��Z 2 � . N � D �Q.. �vv ti= TND y = � � Z y m z � z � � y o W �� N z o o� o� r � H Q � � a¢3 . �' z z�x� ��o� oO�xZ rmiZ�=D ��d' �o� _��^� HS~ZW ZH'O��'I ��OOQ C�=�Z Z N¢ ' �DD � o� �z I� W � V �ZQ �ZaC C�Z u- �"� � m C�'� � ZN� �o � �..� W � � C� x �N� m�D -0 Z ��C� a°OD z � � `�" � v �W� �ND =Jw v�� M a � Z �ii z e� Zao Wo � � � � O m m � N 1110.021 11110. o� STOP/SLOW PADDLE FLAGGER ATTIRE o� �� BOHDER AREA TYPICAL EXAMPLES SHOWN Q Q �h-� Z y�� OHANOE HAT Q� M 0 � � BOflDER � {{qpDpHAT � � � � �Z�=D e.. � e,� � �uz" n ooa=Z W 2-Oj� Z D T 18° 8"� O D 18" 6"B �A� FHONT BACK �� Z O� � i� Q a z=�� I �' °�E �=�zw • G� O� 8" , 8" ' FLUGHE3CENT OHANGE �� J n 2„�,� Z CLOTHINO � � y ' D D D 7 7 SUCH AS VE3T (SHOWfJ) Z '> �� ..� �H � , ao Z 18 78 � O N STOP: $LOW: LEOEND-WHITE HEFLECTORIZED LEGEND-BLACK NON-HEFLECTOHIZED REFLECTIVE BOHDER-WHITE REFLECTOflIZED BOADEH AAEA-BLACK NON-REFLECTORIZED STNIPES BACKGROUND-flED flEFLECTORIZED BACKGHOUND-ONANOE REFLECTOHIZED NOTE: FOR OPEflATIONS ?HAT ARE flE9TRICTED TO DAYLIOHT HOURS ONLY, U3E NON-AEFLECTOHIZED LEOENDS, BONDEB3 AND BACKONWND9. Z Q � RED FLAG AUXILIARY AIDS FLASHLIGHT � fp USEO POR EMERGENCY SITUATIONS ONLY � FOq NIOHT OPERATIONS Z (/y 3 FT. HANDLE 4$" DIA. IN ADDITION TO A FLAQ OH PAD�LE Q �f � o� y �D O O O 1" pEFLECTIVE IYFIITE TAPE ��. p OUTLINE FOR NIOHT USE p W ' '� D 24" X 24" FLWHESCENT RED FLAG ��• • m 0 REFLECTOAIZED FOH NIOHT USE � z a � � WEI6HTED FHEE EDGE FON a J y� FLA6 TO HANQ VERTICALLY, RE� TflAN3LU3CENT BATTERY OPEIiATED H{L � EVEN IN HEAVY WINDB. BEAM WAND FLASHLIQHT fA Z GENERAL NOTES = � � -ATTIRE FLAGOEHS WITH ORANOE OR FLUGHESCENT ORANQE CLOTHIN(i SUCH A8 A VEST, SHIRT OR JACKET. FOR NIOHT TIME OPERATIONS USE RETHOHEFLECTORIZED CLOTHINO. J -A THE PREFEHHED RETROREFLECTIVE MATERIAL I3 EITNER WHITE OH SILVER OR FLWHESCENT VEfl5I0NS OF THESE COLOHS (OHANGE, RED GR YELLOW MAY ALSO BE USED). � � WEAR AN OflANGE HAT OR HAFID HAT AT ALL TINES. CONPLY WITH ANY OTHEH FEDEHAL, STATE Qfl LOCAL HEQULATIONS C 6NCEflNING Z � ATTIRE AND SAFETY EQUIPMENT. W -USE HAND SZONALINO DEVICES SUCH AS STOP-SLOW PAODLE3, FLASHLIOHTS Ofl HED FLAOS TO CONTROL TfiAFFIC. USE STOP-SLOW PADDLE3 AS THE PflIMAflY DEVICE; RED FLA4S WILL BE ALLOWED ONLY FOH EMEROENCY SITUATIONS WHEN A STOP-SLOW PADDLE IS NOT AVAILABLE. -FABRICATE STOP-SLOW PADDLES FROM SHEET METAL OH OTHER LIGHT SEMIRIGID MATEHIAL. PHOVIDE A RIOID HANDLE OF 3UFFICIENT LENOTH SO THE PADDLE IS HELD AT 7 FEET ABOVE ORWND LEVEL. - P H O V I D E S T O P P I N G S I G t f T D I S T A N C E T O E A C H F L A G G E H S T A T I O N ( H E F E P T O S T D. 1 1 0 7. 1 1). -ILLUAIINATE FLAGOER STATIONS WITH FLOOD LI4HTS WHINO NIQHT OPERATIONS. SHEET 1 OF 1 •FOLLOW FLAGOEH QUALIFICATIONS AND PHOCEDURES IN ACCOHDANCE WITH PAHT VI OF THE MANUAL ON UNIFOHN TRAFFIC CONTHOL DEVICES. SHEET 1 OF 1 1 1 50 � O 1 -USE VESTS THAT ARE HEFLECTIVE FROM THE FRONT, BACK, ,�o ��H s�oE. 1 1 50 . � 1 iHEET 20F 4 110�.11 v v r" �� H� Z ��9N �Z-I=D =.��°Dm TI 2�0� z,..,v�� C) '� 70 ~ �yD � � � � � � O 2 � � � �m a �1 {? � m�� 2 mz�� z � m �z 'Do D O� �or� 0 � � m� � m z �"� � H D H Z 'c� N � -� O � W � r m N GENERAL NOTES -U3E THIS STANDAND DAAWINR IN CONJUNCTION WZTH OTHEH THAFPIC CONTHOL flOADWAY STANDARD DRAWIN�S WNERE SSQN SPACIN� DISTANCES A, 8, C, ARE SPECIFIED. -APPLY TME AD4ANCE WAHNINO 9ION SPACINa CNART NMERE A 8ERIE9 OF 2 Ofl 1qHE SIGNS ARE USED. ALL SION SPACING DIMENSIONS ARE APPpOXIMATE. FIEIU A0.1UST AS VMIWS CONDITIONS OCCUfl, SUCH AS LINITED $IONT DISTANCE, OBSTRUCTION INTEflFENENCE� ETC. ADVANCE WARNING SIGN SPACING CHART RECOMMENDED DISTANCE BETWEEN SIGNS POSTED SPEED LIMIT (FEET)s (MPH) O O OO < 35 200 200 200 40-50 350 350 350 55 500 500 500 CONTROLLED ACCESS ROADS �000 1800 2600 ( > 55 � �HEPEATIFOP ANYTCON ECUTI�VE SIONS � DI3TANCE TO 3RD SION � DISTANCE TO 2ND SION r DI9TANCE TO 19T SION O O � STATIONARY OR PORTABLE SIGNS � O TEMPORARY BARRIEH FLARE RATES POSTED 9PEED ANCNORE� UNANCHORED LIMIT (MPH) CA:B) (A:B) �30 8: 1 7: 1 35 10 : 1 8: 1 40 11 : 1 9: 1 45 13: 1 10: 1 50 14 : 1 71 : 1 55 16 : 1 12 : 1 60 17 : 1 13 : 1 65 19 : 1 14 : 1 O i PZEp F i� � � ' ar� �� s � �� -------------------------�� A TEYPOHMY BARHIER PAHALLEL TO TMVEL LANE �LENpTN OF FLARE �� GENERAL NOTES -A BAHAIEA IS CONSIDERED FLAHED WHEN IT IS NOT PAHALLEL TO THE EDGE OF THE THAVELWAY. -NOHNALLY BANHIERS AFIE USED FON WOHK AREA PHOTECTION. WHEN 8EHVINC THE ADOITIONAL FUNCTION OF A GHANNELI2IN� DEVICE, SUCH AS WHEN SHIFTIN� THAFFIC, BARHIEH TAPEHS WILL MEET STANUAAU CHANNELI2INp TAPEH LENGTHS AS $HOMRJ ON SHEET 1. POSTEU MINIMUM LON6ITUDINAL 9PEED LINIT BUFFER SPACE (NPH) (FEET) 30 85 35 120 40 170 45 220 50 280 55 335 60 415 65 485 MINIMUM SIGHT DISTANGE POSTED STOPPINO SI�HT D13TANCE PASSIN4 SIOHT DISTANCE SPEED LINIT (FEET) (FEET) (MPH) 30 200 500 35 250 550 40 325 600 45 400 700 50 475 800 55 550 900 BO 650 1000 65 725 1100 GENERAL NOTES TABLES ANE BASED ON THE AA3HT0 pHEEN BOOK "A POLICY ON OEOMETRIC DESIQN OF HIOHWAYS AND 3THEET3" AND THE "NANUAL ON UNIFORAI TflAFFIC CONTiiOL DEVICES". MINIMUA SIGHT DI3TANCE VALUES ARE FOH PA33ENGEA CAR VEHICLES ON WET AND LEVEL ROADWAYB. CAN3ULT THE AASHTO OREEN BOOK TO MIAICE FINAL DETERMINATION OF STOPPINO SIOHT DI9TANCE REfSUIREMENT9. BUFFEN BPACE TABLE IS BASED ON THE BRAKINIi DISTANCE POHTION OP 3TOPPINfa SIOHT DI3TANCE FOH WET AND LEVEL PAVENENTS. USE OF STOPPINO SIOHT DI9TANCE IN THAFFIC CONTAOL PLAN APPLICATIONS INCLUDES PHOVIDINO SI(iHT UISTANCE FOH THAFFIC APPROACHIN� A LANE CLOSUNE. PROVIDE 2-LANE 2-WAY HOADWAYS 3TOPPINO SIGHT DI3TANCE TO THE FLM30ER. FOH LANE CLOSURE9 ON MU�TILANE ROADWAYS PROVIDE STOPPINO SIGHT �ISTANCE TO THE BEGINNING OF THE LANE CLOSUNE MERGE TAPEii OR FIASHINO AflHOW PANEL. EXTEND LANE CLOSUflE3 AT THE BUFFER SPACE SUCH THAT STOPPING SIQHT DISTANCE IS PROVIDED. , USE OF MINIMUM PASSINO SIOXT DISTANCE TABLE IN THAFPIC CONiAOL PLAN APPLICATIONS INCLUDE9 PROVIDINO 9IONT DISTANCE HEQUIREMENTS FOH PLACEMENT OF PAVEIAENT MAHKINO PASSING/NO-PASSING ZONES FOH 2-LANE, 2-WAY HOADWAY6. WARNINO POINT QUICK REFERENCE - "L" DISTANCE TABLE LATEHAL WIDTH(W)� 1 2 3 4 5 6 7 8 9 10 71 12 FEET 9PEED(9) MINIMUM LONQITUOINAL �I8TANCE " L" (FEET) MPN i ( ROUN�E� VALUE3 ) 2� 10 16 20 30 35 40 60 66 80 70 75 80 '25 i6 25 35 4S 66 85 75 85 95 105 115 125 .i� 15 � 45 80 76 9D 106 �p0 195 180 188 180 35 25 45 85 85 f05 126 145 18b 185 205 225 245 40 30 55 BO 110 135 180 190 216 240 270 296 920 45 4S 90 186 180 225 270 91S 380 406 450 495 540 $� 50 /00 150 200 250 300 360 400 450 500 550 B00 55 `� 110 186 220 276 930 386 440 496 660 BOS 680 6� 80 120 180 240 300 380 420 480 $40 800 880 720 g5 � 190 186 260 325 390 456 520 6B6 860 715 78p TAPER LENGTH CRITERIA FOR CHANNELIZING DEVICES IN WORK ZONES TYPES OF TAPERS TAPER LENGTH UPSTREAM TAPER MEfl0IN0 TAPEfl------------------------------- L MINIMUM SHIFTING TAPER----------------------------1 2 L MINIMUM / SXOULDEH TAPER---------------'---------'-1/3 L MINIMUM TWO-WAY TRAFFIC TAPER------------------�100 FEET MAXIMUM DOWNSTREAM TAPER--------------------i0o FEeT PeA �nrie z o� N } aa ►Z-�Q�C� O O y = Z a�°�� v~iF~o"' � O M z � a'"' � 0 � WW J i"'i � m w LL � � z � Z M 31�-1 z N C Q fn � o O ¢ zpCo � a Z � �'o� � � � a J �% G7 N � w� ,.Z., � U a �� z o� �Q a �� oo�=Z Q�aQC�C=7 � N ��0� 0 H z � °C �a''" o� N W J � m w LL�a cs °C Z W 31�-1 Q � (/i J o Q � o � a-�M � S Z�� = m � � N � � J V � Z ~ � � W�W a~ OC H z o� N � Qa Q �¢c7� OO�=Z w¢�u.= QU Q O M N y�LLOJ O Z ,> � a'"' � Q G N W J m V � ~ H � Z y N 3 1�-1 � a N F- O Q � c '-' ¢ J � � Z � W � � O °- _ � �n � ¢ W J � z ~ � � _ W Q m � H SHEET 20F 4 1101.11 z o� ~ } ¢a wQ�U oo°-=z �� QUQO� � �oo�a Z > � �a r' � O � N W J m� � Z � � � Q � Z J N p W = � � C.) U 0 o O ¢ a z � W H GENERAL NOTES � Z z w -TABLE FOH "L" DISTANCE IS BASED ON CHANNELIZATION TAPEA FOHMULA FA011 THE M.U.T.C.D. WHENE: y Ci y� $PEEO LIMIT FOHMULA M �"� W J :i � O 40 MPH OR LESS L= W x SZ Z�' YfN BO u% J �; 45 MPH OH GHEATEP L= W x S � M[N ` r L= MINIMUM TAPEN LEN6TH IN FEET (LONOITUDINAL DISTANCE) W= WIDTH OF OFFSET IN FEET (LATEAAL DISTANCE) S= P O S T E D S P E E D L I M I T, O i i O F F- P E A K 8 5 P E R C E N T I L E S P E E D I N Y P H -"L" DISTANCE IS FOH APPLICATION WITH CHANNELIZINQ DEVICE AND PAVEMENT MANKIN(i TAPEH$ AND TRANSITIONS. CHANNELIZINO DEVICES INCLUDE UHUMS, CONES, TUBULAR MAtiKEH3, BAIIHICAOES, gHEET 1 OF 4 AAISEO ASPHALT I3LAND3, AND YERTICAL PANEL3. 1101.11 H z � W � W � E E w a o w w � a � � z � ��~o � � a� W a o z � � Q (� � �1 a E Q � � � az�,��z� �i O W � � x � W � O Gx] ^ � y � z �, a � o r� � z � w �E'H��r�w � � z � z � � E � � Q � � � Q W U1 W � � � � � � H z h�r��x� O w z w z� Q�� z �x � C/] � W� W � � F� x x a w a z�� w z z z � � � a W o o � � � U a F Q w W�� w x o x��`��a�� ',��wHH�z 5� a o a�� F ��v��zoW� wrxhw��a., � � z � � � � Q z W� � Q N � � a � � Q h� ac�U' W a Q zaawr� �xc� ~ z � o o � Q � � � U a�� d E�- � W x �xw�a�'o�"� zW�r��'o� ~ � w � w � � x w�� U' r� � z� rn z �, � �, ��'��W�� ,��zWw� � W� w a a x Q� o�E"�oz (� � � � O � A W U � w x a� Q z w z w �H ��,WWz�w x �a�z �,w �"wxzw��z� wv��'o�H waQ 0 5 � � � z z � � wQzwE��x'-'W �,��x��rxHzw �� Q E F v� ��., � d� U ~ Ew-� O W f� � � W f� � O d� Q a� w 5� a w � x � H � o � � z a z W�� a a�� z 0 ¢ H�U,��a� w W o a� x� f� � d ��ox��orx� E;��1\1@,��1�� ;" ��' � �� nAi�,11 � 7�' � ��:n� � ��\�., . . ►� _ ' � I I�, 1 - :r/'fi�1 � _ i/ll z � Z U � � O� W � M o0 � � � ^ � 0. w z cio"�o`�`�o � � � w Z N U� M .-. � (� � �XOZM 0�0 Z �' � amZ�� M �" � a, � � Z � � LL] L�] vi °- o x �" � Cl � c� W � � � N 2 J �- z � U w '''��u�n.�rr• 0�� ,�� V � ��'� • . � �- . 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I �'�4yv�,. . . � Z 0 a _ � x r a � z w w � C� 0 � > Z z a 0 o tO Z � � m r� a o � � Z W H �� /VZ °W � �--� o 0 0 �- Q �� cn � m � � �w�cn 0 z�>z a ,� �--� z >- �--� � w a � Q � o- z � ��W=w W w>W�w z o00 � w� � SHEET NOo BR-1 PEDESTRIAN BRIDGE TOTAL SHEETS AT STAo 4+72050 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � 1 �'-�" C:I FAR RFTWFFN HAN�RATI S PREFABRICATED PEDESTRIAN BRIDGE TYPICAL SECTION NOTESo ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT 2012 STANDARD SPECIFICATIONSo END BENT AND BENT HAVE BEEN DESIGNED FOR AN ASSUMED LIVE LOAD = 90 PSF PEDESTRIAN UNIFORM LOAD OR ONE 109000 LBa (H-5) VEHICLE �OADo THE SUBSTRUCTURE FOR THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSo THIS BRIDGE IS LOCATED IN SEISMIC ZONE 10 THE LOW CHORD OF THE PEDESTRIAN SHALL NOT GO BELOW ELo 7770000 FOR CRANE SAFETY9SEE SPECIAL PROVISIONSo FOR GROUT FOR STRUCTURES9SEE SPECIAL PROVISIONSo FOR PREFABRICATED PEDESTRIAN BRIDGE9SEE SPECIAL PROVISIONSa FOR CONCRETE APPROACH S�AB DETAILS,SEE ELEVATED TIMBER GREENWAY DETAILS9SHEET 8 OF 9a FOR CONNECTION OF ELEVATED TIMBER GREENWAY TO BENT CAP BACKINALL,SEE ELEVATED TIMBER GREENWAY DETAI�S9 SHEET 9 OF 90 TOTAL B I LL O F MATE RIAL PREFABRICATED BRIDGE PILE CLASS A REINFORCING HP 12 x 53 HP 14 x 73 BRIDGE APPROACH EXCAVATION CONCRETE STEEL STEEL GALVANIZED SLABS NOT IN SOIL PILES STEE� PILES LUMP SUM LUMP SUM LINo FTo CI..Jo YDSo LBSe NOa LINa FTo NOo LINo FTo SUPERSTRUCTURE LUMP SUM LUMP SUM END BENT 1 40a0 902 1350 q 4q BENT 1 6a2 1020 4 14000 TOTAL LUMP SUM LUMP SUM 4000 1504 2370 q q4 q 14000 FOUNDATION NOTESo FOR PILES9SEE SECTION 450 OF THE NCDOT STANDARD SPECIFICATIONSa PILES AT END BENT NOo1 AND BENT NOo1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 60 TONS PER PILEo DRIVE PI�ES AT BENT NOa1 TO A REQUIRED DRIVING RESISTANCE OF 100 TONS PER PILEo INSTALL PILES AT BENT NOo1 TO A TIP ELEVATION NO HIGHER THAN 747a0o PILE EXCAVATION IS RE�UIRED TO INSTALL PILES AT END BENT NOo10 EXCAVATE HOLES AT PI�E LOCATIONS TO ELEVATION 76401 AND 1 FOOT INTO ROCK AS DEFINED BY SECTION 411 OF THE NCDOT STANDARD SPECIFICATIONSa FOR PILE EXCAVATION9SEE SECTION 450 OF THE NCDOT STANDARD SPECIFICATIONSa CONCRETE IS REQUIRED TO FILL HO�ES FOR PILE EXCAVATION AT END BENT NOo 10 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L - F1ocuSigne��,pgl :� 6��g�� vi.t'� lku �J?� a � ' ��0 06��4y /1 ' • • .� • • •'` ,0�o��a bgl.yA L� 7�m R pN"�y�"�'�"�"b"i6 J C'j J Z H H � � W W 2 W � z W H �� z � L1J �" � z c� � Q � � O � � � � � �ll � Q � _ � � � �c � o � ^ 2 � I � � n� W � �� O � N r � � U � � � � O = � _ �ZrnrnZ Q � Q O �srnrn � Q � V °' c \ W � N� m � � 0 x �� (�j) � J Z � � V OO � � ' �,` y4 ��;��w �,�'��'�"��y ,. .. �,`�� . 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PEDESTRIAN BRIDGE AT STAo 4+72050 � Z 0 a x c� x r a � z w w � C� 0 � } Z z a 0 o tO z � � m r� a O � � m o w w � U 0 w = U � Q � W J Li 0 � Q i- U p� � � �_�,,� � U f- O a � � o N � � � Z O H � �— J Q U H W �� W Z J � �QQQ Q � � U H � L� � O � � SHEET NOo BR-2 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � C � � � C N m � C W � m � � T C C N d � � � � � � Z � 0 � C �o a � � _ T � 3 C � N � � a � T � � �� o � N N �--� ��o ��N \ O � I� .--� � fF:$�� ELo �"� �� (LEV #4 K1 EAa FACE � BOTTo OF CAP ELo 774009 (LEVEL) � HP VERTICAL STEEL PILES 2—#4 K2 (TYPo) 11—#4V1 EAa FACE & 11—#4U1 C� 1'-0" CTSo WORK LINE APPROACH SLAB NOTCH 1'-0" (TYPo) ri �nn �� E�EVATIoN � � • � 3ENT & PILES ,� N #4 S2 JD) NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO ANCHOR BOLTSo FOR PILE SPLICE DETAILS9SEE SHEET 3 OF 30 FOR WING DETAILS,SEE SHEET 2 OF 30 � THE HEIGHT OF THE BACKWALL IS AN APPROXIMATED HEIGHTo THE BACKWALL HEIGHT WILL BE ADJUSTED TO FIT THE PEDESTRIAN BRIDGE AFTER FINAL PEDESTRIAN BRIDGE PLANS ARE APPROVED �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L - DocuSigned � 0 91 ' � %�,aa'�C-s N�u�{ J� �2��:��E�.••'� e�'� oO6��44 C�Q•R L�� g,0�o��ao b7 � Zp1tl��L V 1 Gaa�� J C'j J Z H H �� ww =w i- z W H �� z . w N w � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . 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PEDESTRIAN BRIDGE AT STAo 4+72050 z 0 a x c� x r a � z w w � C� 0 � } Z z w a i O O � Z � � m r� a O � � m � � �o�o � Q a N w � � � _ � � U Q � W J Li 0 � Q i- U p� � � � � _ ~ � Q U o N � m �.(") � �� Z LL W � m � w W � � Z W SHEET NOo BR-3 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 O i Q � � � z � O _ v; � Q Q � � ��, i � # 0 � 1'-0" � U N 7'-0" PLAN OF INING ri �nn r�r� ' � � BOTTa OF WING ELa 774008 (LEVEL) X E�EVATIoN oF WING FILL FACE � J I 11 V I I BoBa SECT ION X-X #4 V2 CONSTo JTo �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � CARo ,f�� E5� C/v s _ S E A L :�, DocuSigrilq��l ,'� ��5 •'�. o zFisc'.�� •' `�` oe0 ,6��4yy �y.4.RL�S 0,0�o��a N7%1�°y��16�N� J C'j J Z H H � � W W =w i— z W H �� z � L1J N w � 2 C� � Q � � O � � � � � �ll � Q � _ � � � ��o�� 2 � � � ��o � � � o � N r � � U � � � � O = � _ �ZrnrnZ Q � Q O �srnrn � Q � V °' c \ W � N� m � � 0 x �� (�j) � J Z � � V O � � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . 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S �. �� o zFts�lss�e�a€�;. � oe a 06��4yb�a "'"��MIIIIIIYOux�' h�0,00o��a 7/11/2016 z c� � c °N �� W � Q 2 W � _ � C� � wH ��o�� Q � � � ��r � no�wp � � � O z � N � � � � � � � W �, Um m o= j �_ ' �Zo�o,z p � Q O �s�� Q � v �.°' =��W� N� m � � 0 x �� (�j) � J Z � � V OO � � '�,`y4��;��w�,�'��;��,��y �� . ,. � � � . "� . �� ... 4�.. . � �� 5y�9ury �. . � .. I ��; �� :,... !� � � � �� }� - - :� � � . � I� � z 0 a _ � x r a � Z w w � C� 0 � > Z z w a O O � Z � � m r� a o � � m � � �o�o � Q a N w � � � = U � � Q � w J Li 0 0 Q � U p� � o � � _ � o Q U o N �m � � � � � Z � 0 W ,�., m � w w � _ � Z W SHEET NOo BR-5 PEDESTRIAN BRIDGE TOTAL SHEETS AT STAo 4+72050 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � � PEDESTRIAN BRIDGE AND GREENWAY 18'-0" I V I \ L V l. Fi I 1 V I V �"� I V V J L L L/ (TYPo) F" 1 f�-#4V1 FA_ FA('F � 1 R-#41 11 C� 1'-�" �'T�_ � BOTTo OF CAP ELo 774a09 (LEVEL) � HP BATTERED GAL.VANIZED STEEL PILES E�EVATION r' � i N N # � � O � —#4 S1 TYPo EAo END) STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO ANCHOR BOLTSo FOR PILE SPLICE DETAILS9SEE SHEET 2 OF 2a � THE HEIGHT OF THE BACKWAL� IS AN APPROXIMATED HEIGHTa THE BACKWALL HEIGHT INILL BE ADJUSTED TO FIT THE PEDESTRIAN BRIDGE AFTER FINAL PEDESTRIAN BRIDGE P�ANS ARE APPROVEDo FOR CONNECTION OF ELEVATED TIMBER GREENWAY TO THE BENT CAP BACKWALL9SEE E�EVATED TIMBER GREENWAY DETAILS9 SHEET 9 OF 9e GALVANIZE THE FULL LENGTH OF EACH INTERIOR BENT PILE IN ACCORDANCE WITH SECTION 1076 OF THE NCDOT STANDARD SPECIFICATIONSa �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSi�fiEdLAyJI ,'� $�o�2Fia 85�1tlfR4E�,S• � `�- Qaw 06��4y �tiq.RL�S ,00o��a bgpNN7/�'��u016 0 J C'j J Z H H �� ww =w i— z W H �� z � L1J � � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . 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PEDESTRIAN BRIDGE AT STAo 4+72050 � z 0 a x c� x r a � z w w � C� 0 � } Z z a O o � z � � m r� a O � r m Lp � � � � O U a o N w � � = U � � Q � W J Li 0 � Q i- U p� � � � w � � _ � O C� Q � � o N � � � �� N LL � O � Z � W w w m = � SHEET NOo BR-6 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � 1,_qi�2„ crr TT��rn �n n r�nini n i v BENT CONTROL LINE 2'-9" � 1,_qi�2„ SECT ION A-A BAR TYPES HKo O HKa 1,_3„ 17,_6„ 1,_3„ � �, � � N � 2'-5" 1'-3" �AP �1 O 2'-0" Q� ALL BAR DIMENSIONS ARE OUT TO OUTa BACK GOUGE DETAIL A � v �PILE HORIZONTAL PILE VERTICAL o OR VERTICAL 00 � o �„ T� �/a�� 60° +10 � o � _�o � \\ K1 S1 S2 U1 V1 BILL OF MATERIAL BENT 1 NOo SIZE TYPE LENGTH 8 #9 1 20'-0" 4 #5 STR 17'-8" 4 #4 STR 17'-8" 5 #4 STR 2'-5" 6 I #4 I STR I 17'-8" 17 #4 2 7'-5" 8 #4 3 7,_6„ 18 I #4 I 4 I 3'-8" 36 I #4 I STR I 4'-6" WEIGHT 544 74 47 8 71 •: REINFORCING STEEL 1020 LBSo CLASS A CONCRETE BREAKDOWN POUR #1 (CAP) 406 CoYo POUR #2 (BACKINALU 106 CaYo TOTAL CLASS A CONCRETE 602 CaYo HP 14 X 73 GALVANIZED STEEL PILES Noo 4 BACK GOUGE DETAIL B DETAI� � 0 DETAI� B POSITION OF PILE DURING WELDINGa PILE SP�ICE DETAI�S SCA�E- %q"= 1'-0" LINa FTo 14000 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo �fm� � E5� C/� � N __ S E A L � = oo��s��91 '� � _ $ (,�,avl.c.s '- a�� . .��: 06��4ybga "'"llM111111Y�ux�' h�0,00o��a � Z 0 a x c� x r a � z w w � C� 0 � } Z z a oo� z � � m r� a O � � m � �o�o U a o N w � � = U � � Q � W J Li 0 � Q i- U p� � � � w� � _ � o C� Q � � o N � � � �� N Li � O N Z � W w w m = � SHEET NOo BR-7 PEDESTRIAN BRIDGE TOTAL SHEETS AT STAo 4+72050 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-05BABF7B1991 � T C C � � � N � O � / Z � � � C O a s � _ T O � C N N L C.� � � T C C N ��d �--� � / O �p N M --� \ v O .�NN \ ^ I� .-� d DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � T C C N � � N � O � / Z C� O � C O a L � 2 T O � C N � L t' � � T C C N �� --� � / O �p N � �--� \ N O ��N \ ;; ti �� DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � T C C N � � N � O � / Z C� � � C O n L � _ T � 3 C � N � c� a � T C C N �� / O�ip N.--+ �--� \ O O ��N � � / I� .-� � DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � T C C N � � N � O � / Z C� � � C O n L � _ T � 3 C � N � c� a � T C C N �� --� � / O ip N Ln �--� \ v O ��N � � / I� .-� � DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � T C C N � � N � O � / Z C� � � C O n L � _ T � 3 C � N � c� a � T C C N �� / O��p N.-� �--� \ N O \�N I� .-� � DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � T C C N � � N � O � / Z C� � � C O n L � _ T � 3 C � N � c� a � T C C N �� --� � / O ip N�O �r°N � � / I� .-� � DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � 254'-0" E�EVATED TIMBER GREENWAY SECTION 1 , 15�, > ,�P� 1 eRl�FqB �� (Sl rE 2 ��ti �ASPHALT GREENWAY ELEVATED T MBER GREEN q SECTI�N 2 W Y EXISTa SEWER LINE EXISTo SEWER LINES ASPHALT GREENWAY ��PHALT GREE= SITE MAP � 50'-0„ �ELEVATED TIMBER GREENW AY SECTION 4 � 430,_�„ TIMBER � � p,T EDSE�.�= �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L - oo��s;�4&�� s l�`�. $�'°a • 2FiSCg��.•�� 'C' aoew 06��44ygp��"I•I� L `^��@800o�i 7/�i�'�b�6 J C'j J Z H H � � W W 2 W � z W H �� z � L1J �" � 2 C� � Q � � O � � � � � �ll � Q � _ � � � �c � o � ^ 2 � I � � n� W � �� O � N r � � U � � � � O = � _ �ZrnrnZ Q � Q O �srnrn � Q � V °' c \ W � N� m � � 0 x �� (�j) � J Z � � V OO � � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . I �'�4yv�,. . . GREENW ASPHALT GREENW AY 5 EXISTo SEWER LINE z 0 a x c� x r a � Z w � C� 0 � > Z z W a O O � Z � � m r� a O � � � m � 0o w o Y Q Q N U � 0 \ = U � � Q � w J Li 0 0 Q � U p� � � � � U � � �m�� /r �l9 � W��o QpOzO�, ��WQ� w WHW = �� W C� SHEET NOo :. . TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � � ��N =� � S �N�� F, NOTEo FOR ELEVATED TIMBER GREENWAY GRADES AND ALIGNMENT9SEE PLAN AND PROFILE SHEETSa �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSSgA�dtr�:l �(� _ s�$o �� S • �$0a 2F SG G' �m 06��44y ��^1•1 \ �� @,000�, �� 7>ii�� 16�"� ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �b � �'� 4y v� � � W�Q� � � �� o Q�zoN > w � WHWQ w �� W C� SHEET NOo BR-15 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � � jpq N � 0 _ NOTEo PoCa STA 13+93088 6�6 �/4 �, PoTo STAo 14+61040 249'-10g/6" 139 — 10' SPANS E�EVATED TIMBER GREENWAY SECTION 2 SEE SHEET 4 OF 6 FOR CONTINUATION OF THIS SECTION _ U � a � PoTo STAo 17+11028 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L - 00��5��4Q,�1 �� ,�,av(.t.s l�$ $�'°a • 2Fi5C�39A.fBM�!�� ao�0a 06��4ybg7 ��rL �16 ��0,000�� J C'j J Z H H � � W W 2 W � z W H �� z � L1J � � r 'oCo STA 13+93e88 N w � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . I �'�4yv�,. . . � z 0 a x c� x r a � z w w � � 0 � > Z z a O O � Z � � m r� a O � � � w�a� '—w�� amzo >� w � wHwa �� w c� SHEET NOo :' . � � 0 � � w w _ � TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � PoCo STAa 17+11028 PoCo STAo 20+59055 51'-8%�, PaTo STA 17+62096 139 1 � � SPq NS 2 9=/8 „ NOTEo FOR ELEVATED TIMBER GREENWAY GRADES AND ALIGNMENT,SEE PLAN AND PROFILE SHEETSo E�EVATED TIMBER GREENINAY SECTION 2 U I � PoCo STAa 20+59055 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L = oo��s��ld��8� �,� - _ $ r,�,a,vl.t.s '' a`��m��f• • '��: 06��44ygp��"1'I� L ✓��ge00o��a 7/��%��i�16 J C'j J Z H H � � W W 2 W � z W H �� z . w N W � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . I �'�4yv�,. . . � Z 0 a x c� x r a � z w w � C� 0 � } Z z a O O � Z � � m r� a O � _ � Q � W J Li 0 � Q U � � w�a� '—w�� amzo >� w � wHwa �� W C� SHEET NOo BR-17 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � C � � t 7 O T � / Y O � � � 0 0 m , Z � 0 � � .o a � � _ T � 3 C � N � � a � T C C N �� o�� N N �--� ��o �NN \ N � I� .--� � z � PoCo STAo 28+07ag0 � 99'-10��/i�„ E�EVATED TIMBER GREENWAY SECTION 3 �1 ��oCo STAo 28+07040 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSSgA�dtr�:l �(� _ s�$o �� S • �$0a 2F SG G' �m 06��4 �yA�Ri..ES m.0°°°, 4 bgpNNu0q11M11111 IINN�P�N�� 7/11%'�016 J C'j J Z H H � � W W 2 W � z W H �� z � L1J ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . I �'�4yv�,. . . � Z 0 a x c� x r a � z w w � C� 0 � } Z z a O O � Z � � m r� a O � _ � Q � W J Li 0 � Q U � � w�a� '—w�� amzo >� w � wHwa �� w c� SHEET NOo :- : TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � 10' CONC� gRIDGE APPR� SL Ag � � r� m � � H Z � C/� � � n � � —� + H O � z o �-, o 15 - 10' SP ANS � � m m � �' H � Z —{ � D m^ A l J � � + H O � z o � o CONCo BRIDGE APPRa SLAB SECTION q TOTAL LENGTH = 50'-�„ _ 2 0' SPILLWAY I � I ,\ I I I \�II , I � � _ -- "�APPROXa � EDGE OF , SPIL�WAY �, 2 - 10 SPANS 1 - 20' SPA� REMOVABLE SPAN OVER SPILLWAY mz zo 0 � � m D C7 ° � � H � Z F� F� � O 0 �. 10' CONCa BRIDGE APPRo SLAB 1 - 10' SPAN E�EVATED TIMBER GREENINAY SEC T I ON 4 1 - 12'-77/$" SPAN EXISTo EWER LINE �EN�TH = 430'-0„ SECT 1.ON 5 T OT AL 1 _ 20� SP AN REM�P A BLE ovER EXISTo SEV� ER \ 1 - 17,_4�/8„ SPAN E�E�ATED TIMBER GREENINAY SECTION 5 23 - 10' SPANS NOTEo FOR ELEVATED TIMBER GREENWAY GRADES AND ALIGNMENT,SEE PLAN AND PROFILE SHEETSo � �, z z� o� �� m D n � � N H O � z (3� �, o 0 �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�dbesyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSi�fiEdLAyJI ,'� $�o�2Fia 85�1tlfR4E�,S• � `�- Qaw 06��4b C ••Q,R L�� 0,a�o��a H bgp7 / ltl�'j�u016�� J C'j J Z H H � � W W =w i- z W H �� z � L1J ' �,` y4 ��;��w �,�'��'�"��y ,. , �,�� b � �'� 4y v� 10� ��NCo BRIDGE APPR� SL Ag z 0 a x c� x r a � z w w � � 0 � > Z z a O O � Z � � m r� a o � _ � Q � W J � 0 0 Q U � � w�a� '—w�� amzo >� w � wHwa �� w c� SHEET NOo �. . TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � � � � 3/q" x 16" HEX LAG SCREWS DRILLED INTO PILE (TYPo) 8x10 PILE CAP (TYPe EXCEPT AT 20' SPANS) SIMPSON LSTA12 FLAT STRAP (EAo SIDE) (TYPo) -1 I I �-1 I I'-� ' I 1-11 i- �� 2x6 HORIZONTAL RAILS (TYPo) 10'-0" CLEAR WIDTH 3x12 JOIST (TYPo) SIMPSON LTS12 TWIST STRAP (TYPo EAo JOIST) ING PILE CAP 2x6 HANDRAIL W/ 3/q" RADIUS (TYPo) — 2x6 DECKING 0 2x6 BLOCKING AT � POINTS (TYPo) 7�/2" MINo TIP � DIAo PILING DRIVEN TO REFUSA� �� —,ii._ � —�;-�- �—� � �—� � �—� � �_� � �—� � �—� �—_�: ��I—��=��—��_��_��—��=�I ��I—��—��_��—��_��—��, I�—�,��—��-��—��-111— SHOWING SECT ION A-A ELEVATED TIMBER GREENWAY LOCATIONS SECTION Noa BEGIN STATION END STATION LENGTH 20'SPAN 1 5+70000 8+24000 254'-0" NO 2 9+74000 23+78000 19404'-0" NO 3 24+27000 31+75e00 748'-0" YES 4 47+61a00 48+11000 50'-0" YES 5 57+85000 62+15a00 430'-0" YES NOTEa ONE TWENTY FOOT,REMOVABLE TIMBER SPAN IS REQUIRED FOR ELEVATED TIMBER GREENWAY WITH ��YES" SHOWN IN 20'SPAN CO�UMNo FOR �OCATION OF 20'SPAN9SEE TIMBER GREENWAY LAYOUT SHEETSo �/q" FILLET � 2x6 HANDRAI� 2x� �,��L �/ ii r Ti i rT 4x4 RAIL POST POST GRIP-AB�E HANDRAI� DETAIL GRIP—AB�E HANDRAIL IS TO BE USED WHEN BOARDWALK GRADE EXCEEDS 5%e �° 30° CANTED 2x6 TOP RAIL PROVIDE 1"RADIUS CORNERS (TYPo) 2x4 RAIL (TYPa C� HANDRAIL) 4x4 RAIL POST � 5'-0" OaCa (TYPo) 3��2„ 3x12 SPACER (TYPo) 2-5�g" GALVANIZED HEX BOLTS (TYPJ 2-2x6 TO MATCH RAIL POST SPACING BRACE APPROXo GROUNDLINE � i i�—� ii—i I-I-111-1 I �- —��—��—��—��- I1—'�� I 3� 6 � \ HOLE r-, 4" x 4" x �/q" � GALVANIZED � � ANGLE 13�4 „ 4" 4„ X q„ X i�q„ GA�VANIZED ANGLE GRIP-AB�E HANDRAIL SUMMARY SECTION Noo BEGIN STATION END STATION LINEAR FEET 2 10+65000 12+4qo00 179'-0" 2 21+97a00 23+78000 181'-0" 3 31+51000 31+75000 24'-0" 4 47+48000 47+60000 12'-0" 5 60+3qa00 62+15000 181'-0" � r i�i „� 6E 1" CLIP � � �16 � HOLE (TYPo) � 13�6�� HOLE O i � � � � 13�6�� HOLE ATTACHMENT BRACKET FOR REMO�ABLE SPAN 1" CLIP (TYPo) � � � — H Q' J � U � � r' � � q„ X g„ X i�q„ GALVANIZED ANG�E PAY ITEMS ELEVATED TIMBER GREENWAY 29886000 LINe FTe BRIDGE APPROACH S�ABS LUMP SUM �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSi�i 1(pyyl '� ¢ $ �c�S �`�gw s� o •2F'IS��EC. •' 'C' oe a 86��4y �yq.R L�S 0,0�o��a bgpNN40q11tl11111X dN�P�N�� /lif2oi6 J C'j J Z H H �� ww =w i- z W H �� z . w ' �,` y4 ��;��w �,�'��'�"��y ,. .. �,`�� b � �'� 4y v� z 0 a _ � x r a � Z w w � � 0 � > Z z a O o � Z�� m r� a O � � m o = w � � � a � U m � � w � U Q � w J � 0 0 Q � U p� � � = w �9 �Q�� QOQ� � o� w � ��Q� rn Q W z �--� o m ��wa � w f--i w � J��W w W C 7 � czn SHEET NOo :' • TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � a � T C C N �� o�� N O �r'N \ N � I� .--� � FOUNDATION NOTESo THE TIMBER PILES FOR THE ELEVATED GREENWAY ARE DESIGNED FOR AN ALLOWABLE LOAD OF 6 TONS PER PILEo DRIVE THE TIMBER PILES FOR THE E�EVATED GREENWAY TO 18 TONS PER PILEo IF REFUSAL OF THE TIMBER PILES IS ENCOUNTERED DURING DRIVING BEFORE THE MINIMUM PENETRATION IS ACHIEVED9THE PILE SHOULD BE REMOVED AND PILE EXCAVATION WILL BE REQUIREDa PILE EXCAVATION MAY BE REQUIRED TO INSTALL PILES ALONG THE ELEVATED GREENWAYo EXCAVATE HOLES AT PI�E LOCATIONS TO REQUIRED PENETRATIONoTHE MAXIMUM PI�E EXCAVATION LENGTH IN REFUSAL MATERIALS IS 5 FEETo CONCRETE IS REQUIRED TO FILL HOLES FOR PILE EXCAVATIONo WHERE PILE EXCAVATION IS RE�UIRED9NON—STANDARD TOOLING SUCH AS ROCK AUGERS AND CORE BARRELS MAY BE REQUIRED TO ACHIEVE THE REQUIRED PILE LENGTHSo THE CONTRACTOR SHOULD PREPARE A PI�E INSTAL�ATION SUBMITTAL FOR APPROVA� PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONSoA PILE HAMMER APPROVAL AND PILE CRITERIA SHOULD ALSO BE APPROVED PRIOR TO CONSTRUCTION OF THE FOUNDATIONSo MINIMUM PILE PENETRATION BOTTOM OF CAP TO � MINIMUM PILE GROUND SURFACE PENETRATION HEIGHT (FTo) 5 OR LESS 9 501 TO 1000 10 1001 TO 15 10 � PI�E EXCAVATION SHOULD BE EXPECTED TO ACHIEVE THE REQUIRED PENETRATION IN REFUSA� MATERIALSa IF REFUSAL OCCURS9PILE EXCAVATION SHOULD BE UTILIZED TO ACHIEVE THE MINIMUM PENETRATION OR 5 FEET OF REFUSAL MATERIALSo A��OINAB�E PILE LOADS AND ESTIMATED PILE �ENGTHS LOCATION ALLOWABLE ESTIMATED PILE PILE LOAD LENGTHS (TONS) (FTo) � � STAa 5+70 TO STAo 8+24 6 30 STAo 9+74 TO STAo 23+78 6 30 TO 15 STAa 2q+27 TO STAo 31+75 6 15 TO 25 STAo 47+61 TO STAo q8+11 6 30 STAa 57+85 TO STAo 62+15 6 10 TO 25 �� A LENGTH RANGE INDICATED CHANGES MOVING UPSTATIONaA MINIMUM PILE LENGTH OF 10 FEET IS REQUIREDoPILE EXCAVATION MAY BE REQUIRED TO ACHIEVE THE REQUIRED LENGTHe NOTESo THE ELEVATED TIMBER GREENWAY HAS BEEN DESIGNED FOR A PEDESTRIAN LIVE LOAD OF 90 PSF OR A VEHICULAR LOAD OF 109000 LBSa (H-5)o FOR ELEVATED TIMBER GREENWAY9SEE SPECIAL PROVISIONSo TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2O12 NCDOT STANDARD SPECIFICATIONS9 SECTION 1082 AND SHALL BE SOUTHERN PINE9GRADE 1 DENSE OR BETTERa ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZESo AL� EXPOSED CORNERS OF 2x6 TOP RAILS SHALL BE FINISHED WITH �/2"MINIMUM RADIUSa PRE—DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTIONo2x6 DECKING TO BE ATTACHED TO JOIST USING 3"x �/8"SCREWSoDECKING SHALL BE ATTACHED WITH TINO GALVANIZED OR STAINLESS STEEL SCREWS AT EVERY JOISToDECKING SHA�L BE PLACED TO AVOID CUPPINGo 2x6 RAILING TO BE ATTACHED TO EACH RAIL POST USING 4— NOo10 x 3�/2"STAINLESS STEEL SCREWSoRAILING SHAL� BE PLACED TO AVOID CUPPINGa ALL BOLTS9NUTS9WASHERS9ETCoSHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A153a SIMPSON STRONG TIE CONNECTORS (WHERE USED)SHALL BE GALVANIZEDo AL� WORK SHAL� BE ACCOMP�ISHED AS DIRECTED BY THE ENGINEERoANY DISCREPANCIES FOUND ON THIS DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDINGo 2x6 BOTTOM SUPPORT RAIL TO BE INSTALLED 3�/2"ABOVE DECK SURFACEo ALL 2x6 RAIL POST BRACING SHALL BE ATTACHED TO EACH JOIST WITH SIMPSON LTS12 TWIST STRAPSa �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuSi�i tlby7� ,'� $�$✓C��$3��5• ,�aw 06��4bybpC • •'Q uR L��g�0�e��a H �/liyzoi6 J C'j J Z H H � � W W 2 W i- z W H c� z . w N wrw _J ' �,` y4 ��;��w �,�'��'�"��y ,. .. �,�� . I �'�4yv�,. . . � Z 0 a x � x r a � Z w w � C� 0 � } Z z w a O o � z � � m r� a O � � m o = w � � � a � U m � � w = U � Q � w J Li 0 � Q i- U p� � � = w � w � �, Q � Q � � o � w � Q � 6� w� Q J L L � W�H O amzQ N � � w �- � w i--i w w w J � � w W C� � czn SHEET NOo BR-21 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � • 7 . . 1 !l . . 1 / l` // 2x6 � HORIZONTAL RAILS (TYPo) 2x6 - DECKING 5'-0" –_� ---�- � 0 0 ,..�` . �L„ � �,, , , , � e, ,,. , � ,� POST (TYPJ PLAN OF 10'-0" GREENWAY SECT ION (FOR SECTION A–A9 SEE SHEET 1 OF 9) 5'-0" 5'-0" 2'-6" 2'-6" 30° CANTED 2x6 TOP RAIL � A I – – �--------_ – – – – r 3x12 � JOIST � 2-5/$" THRU BOLTS — (SEE VIEW B–B) (TYPe) -I I I� I I 1=1 I I� I I 1=I I I- II I-11 I —��—��_��—��—��—��—'� �'' ��IIII��III��III�I�III��III��II� SEE CAP CONNECTION TO PILES DETAIL9 SHEET 4 OF 9e 10'-0" E�EVATION ----�—___--� -- � 8x10— PILE CAP (TYPa) � 5'-0" 0 4x4 RAIL POST (TYPa) 2x6 RAIL POST BRACE (TYPo) APPROXo GROUNDLINE III� III I�I I 1=1 I I=1 I 1�1 I I�� I I 1=1 I 1= '' I-1 I I-1 I I-1 I I-1 I I-1 I I- � �!=1' �=1 I 1=1 I �_! I i_ �L � 7�/2" MINo TIP DIAo PILING DRIVEN TO REFUSAL I A OF 10'-0" GREENINAY 10'-0" (END SPAN> SECTION VARIES 0 0 8x10— PILE CAP 0 0 ,, SIDE) �x12x10'-0" WAL� BOARDS, MINIUM OF 3 REQUIRED WHEN DIFFERENCE IN ELEVATION BETWEEN EXISTING GROUNDLINE �ND ASPHALT GREENWAY EXCEEDS 3'-0"USE "ALTERNATE HEADWALL )ETAIL"9 SEE SHEET 7 OF 9a) OMIT 2x6 RAIL POST BRACE AT ENDSoUSE SIMPSON BP5/8-3 PLATE9 TOP AND BOTTOM9 BENEATH BOARDWALK FOR POST TO JOIST ATTACHMENTo(TYPJ SINGLE 2x6 OUTSIDE POST COVERING 3x12 AND JOIST ENDS � . . . . . . �� . s. .' '• s•' -1 I I-1 I I_-1 I I= 10" CONCRETE APPROACH SLAB 6" COMPACTED ABC SIMPSON BP 5�g-3 (TYPo) 2x6 DECKING 3x12 JOIST SIMPSON LTS12 TWIST STRAP (TYPo) 2-5�g" HEX BOLT — W/WASHER AND NUT �2-2x6 POST BRACE 3x12 JOIST 3x12 SOLID WOOD SPACER VIEIN B-B 3x12 WALL BOARDS,MINIUM OF 3 REQUIRED (WHEN DIFFERENCE IN ELEVATION BETWEEN EXISTING GROUNDLINE AND ASPHALT GREENWAY EXCEEDS 3'-0"USE "ALTERNATE HEADWAL� DETAIL", SEE SHEET 7 OF 90) �E � �E � � N — 2-5�g" HEX BOLT W/INASHER AND NUT �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo `fm� � Esy�,� , , . �i� � "� _ S E A L rf1� Docu9i�QW�1 �(� �`�� " C � S .�w s'°o L�2�1S�d�'BPi�C• � � aoe a 06��4ybga "'"llM111111Y11ux�""' ��0,00o�i 7/11/2016 J C'j J Z H H � � ww 2 W i- z W H �`� z . w ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �� . I �'�4yv�,. . . � Z 0 a x � x r a � z � � 0 � > Z z w a 0 0 `/° Z � � m r� a o � � m o = w � � � a � U m � � w = U � Q � w J Li 0 0 Q i- U p� � � = w � � Q ~ Q o Q � � o � � � ��Q� rn QmzH o ��wQ � WHW �— J��W w W C�� _ � SHEET NOo BR-22 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � � L:! � I � /i � I T A 1 T T I"1 OMIT 2x6 RAIL POST BRACE AT TRANSITION � TO REMOVABLE SPANo USE SIMPSON BP5/g-3 ni n-rr Tnn n �in nnTTn� � nrnir n-ri i nn �RDWALK Po) yx� I�H1L rl�t ��r I LHI� VI VI �LLIV YY H I JLI� I 1 VI� VI \LH I LI \ I I IHI� 1 V V POST (TYPo) (EXCEPT 20'-0" REMOVAB�E SPANS) TYPICAL 10'-0" SPAN TYPICAL SPAN GREATER THAN 10'-0" AND ADJACENT TO 20'-0" REMOVABLE SPAN 20'-0" REMOVABLE SPAN 5'-0" 5'-0" 5'-0" VARTFS VARTFS �" 4'–�" 5'-0" N� � � N �LOCKING POINTS 2-3/q" QS x 16" L� SCREWS DRILLI INTO PILE VARIES 20'-0" (REMOVABLE SPAN) E�EVAT ION OF GREENINAY SECT ION GREATER THAN 10'-0" (EXCEPT 20'-0" REMOVABLE SPANS) ?x6 ZONTAL � (TYPo) 2x6 CKING 2–�/q" x 4�/2" SCREWSq SCREW FROM OPPOSITE FACE AT ADJACENT SET OF SCREWSo DOUBLE �.,r_ n�� T�i� .� � 2'-0" (TYPe) 3x12 JOIST 4- 3/q" QS x 18 " L SCREWS DRILL INTO PILE 3x12 JOIST I�E CAP SI FL (E �ON LSTA12 STRAP 2 - 3�q ,� SCRE INT( � 7�/2" MINa TIf TTMRFR PT 2-3x12 JOIST r.� � ..� �� NAILING PATTERN �.,r_ n�r� T�ir END VIEW E�EVATION 8x10 CAP CONNECTION TO PILE -�.,r r�rrv-r�ir 2x12 — HEADER JOIST 11 ��I �1 11 ��1 �1 �� 1 1l 1 �l 1 3x12 JOIST ; ;� ; ;� ; �� II�l.�1/t �1 3x12 – CAP JOIST SIMPSON �STA12 FLAT STRAP (EAo SIDE) )N LSTA12 >TRAP BEND) 4-3/q" � x 16" LAG SCREINS DRI��ED INTO PILE � 7�/2"MINo TIP DIAa TIMBER PILE 2x6 DECKING 11 1 1��2��1� � �1� i 1 � 1 1� M�M � � 1��2�� i i � i; � �� - -�� 11 �1l / � � � _ � 11" 1'-6" END VIEW E�EVATION 12x12 CAP CONNECTION TO PILE �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L - oo��s;�4&�� ""'"" ,�s. l�$' a�$L��G' � .�. aoe . �`°°�4 �y.4�Ri..ES m.0°°�� 4b4qNN40q11tl11111X dN�P�Na�� 7/l�%2016 J C'j J Z H H � � W W 2 W � z W H �� z � L1J 8x10 PILE CAP NOTCH HEADER JOIST TO CLEAR LAG SCREW HEADS 12x12 PILE CAP N rww _J ' �,` y4 ��;��w �,�'��'�"��y ,. ..��, � � � �� . I �'�4yv�,. . . z 0 a x c� x r a � Z � c� 0 � > Z z a O O � Z � � m r� a O � � m o = w � � � a � U m � � w = U � Q � w J � 0 0 Q � U p� � � = w �9 � Q ~ •--, Q � Q \ � 0 LCl w � ��Q� rn ~ W�H o m Q��ZQ a- WHW �— J��W w W C�� _ � SHEET NOo BR-23 TOTAL SHEETS 28 Doci Sign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 OMIT 2x6 RAIL POST BRACE AT TRANSITION TO REMOVABLE SPANa USE SIMPSON BP5/g-3 PLATE9 TOP A^�n nnTTn� � nrr.ir n Ti i n� n nniA� n i v �� FO (T' � � �I / ii �ITr.i -rTn � � OO 0 12x12 PILE CAP - (TYPo C� 20'-0" REMOVABLE SPAN) 7�/2" MINo TIP � DIAo PILING DRIVEN TO REFUSAL � � �—� � �—� � �—� � �—� � �—� � �—� � �—! I=I I I-I I I-I I 1=1 I 1=I I 1=1 I I-" ' - I I I- I I 1= 1 I 1= 1 I 1= 1 I I- I I_ I- 1 I 1=1 I 1=1 I I-1 I I-I I I-I I I-I I I- -I l li ; �l l li ; �l l l. � �l l l � I I II I II I I� �' —I � VARIES D oljl�o PLAN OF 20'-0" REMOVABLE SECT ION 20'-0" REMOVABLE SPAN q,_8„ 5,_�„ 5,_�„ 2 x 6 30° CANTED HORIZONTAL 2 x 6 RAILS (TYPJ TOP RAIL ---�_,-_�_-----�� ----- O 0 �2x12 HEADER JOIST SEE CAP CONNECTION TO PILES DETAILq SHEET 4 OF 9 m -2 x 6 DECKING i_I—,_ � � �—i ; ,—, ,�� _ I I—I I I i I I I—I I I—I I I—I I I _ �—I � ' I I � I I I-I I 1=1 I I-I I I-I I 1=1 I I- - i i-� i i-i i i-i i i=i i i-i i i-� -ii! ��-iii ��i-III-11 ��-�1�- � —�- 0 0 3x12 JOIST 20'-0" T 0 0 4xg RAIL - POST (TYPo) APPROXo GROUNDLINE ", ' "�1L (TYPa C� 20'-0" POST (TYPo) REMOVABLE SPAN) � .. . T 2x12 HEADER JOIST _i , ;-: , ,—, : I—I i I- I I I-= I I-I I I-I I I-I I I-I I I-� I =1 I I-I I I-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 ' �-iii-iii-iii=i i �-iii-�ii- � � ' I 1= 1 I 1=I I I=I i �=� � �_� � �_� � � -'ll_�� ELEVAT ION OF 20'-0" REMO�AB�E SECT ION � � � O O O 0 0 0 12x12 PILE CAP (TYPo C� 20'-0" REMOVABLE SPAN> D � 7�/2" MINo TIP DIAo PILING DRIVEN TO REFUSAL � i—��—�� —��—��—��- - I I I-1 I I-I I I-I I I-I I I-I I I-I I I-I '= 1 I I- I I I- I I I- I I 1= 1 I I- I I I- I I I- -1_I I-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 -I I I-1 I I-I I 1=1 I 1=1 I 1-1 I I- ' 111-��-�-,�-,�� VARIES BLOCKING POINTS DOUBLE 3x12 JOIST q„x4„Xi�4„ GALVANIZED ANGLE ATTACHMENT BRACKET (SEE SHEET 1 OF 9 FOR DETAILS) 3/q" QS THRU BOLT W/WASHER & NUT — 2x6 DECKING 2x12 HEADER JOIST I 3�4 �� THRU BOLT W/WASHER & NUT 12x12 PILE CAP VIEW E-E ,/2 „ 2x6 DECKING 2x12 HEADER JOIST 3x12 3x12 DOUBLE DOUBLE JOIST JOIST � 3�4 �� „ THRU BOLT �O W/WASHER & NUT --- q„x4„Xi�q„ __ _ _ _ GALVANIZED ANGLE --- - - - ATTACHMENT BRACKET (SEE SHEET 1 OF 9 FOR DETAILS) 12x12 PILE CAP 3/q" QS THRU BOLT W/WASHER & NUT 7�/2" MINo TIP DIAe TIMBER PILE SECTION F-F ATTACHMENT FOR 20'-0"REMOVAB�E SPAN 30° CANTED 2x6 TOP RAIL PROVIDE 1"RADIUS CORNERS (TYPo) � 2x6 HANDRAIL � 2x6 HORIZONTAL RAILS (TYPo) '�' � 4x4 RAIL POST (TYPo) — 2x6 DECKING ��h ��h hr�h � 1��1�1 �1��1�1 �1��1�1 �� n�n� �n�� u , —� � u �� u �� 2x12 � �� HEADER �J ; ' `� �J � � JOIST � � q-3/q" QS x 18" LAG �� 3x12 SCREWS DRILLED � ' JOIST 12x12 PILE CAP INTO PILE (SEE CAP � ' (TYPo) (TYPo AT � ' 20' SPANS) CONNECTION DETAILS9 SHEET 4 OF 9) SIMPSON LTS12 SIMPSON LSTA12 TWIST STRAP FLAT STRAP (TYPa EAo JOIST9 (EAo SIDE) (TYPo) EXCEPT REMOVAL , �SECTION) 7�/2" MINo TIP — DIAo PILING DRIVEN TO REFUSAL � 1_IIIIIII II- APPROXo —� GROUNDLINE PART—SECT ION D—D �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo �fm� � E5� C/� � N _ S E A L � DocuS�ArYIiy:I •� W ` $ �S .�; �� '��2��.� � oe 06��4 �y.4.RL�S 0,0�o��a 4b�pNN4pp��tl11111 11NN�P�aO�� /il%'�oi6 � � c °N �� W�Q = w � = o c� � W H �c � O� M Q� I � �� n� W � �� O z � N � � � � � � � W �, Um m o= j �_ ' �ZrnrnZ Q � Q O �s�� Q � � �' � � W � N� m � � 0 x �� (�j) � J Z � � V OO � � '�,`y4��;��w�,�'��;��,��y �� ,. � � � ,� . �� ... 4�.. . � �� 5y�9ury �. . � .. I ��; �� .,..f !� � � � �� }� - - :� � � . � I� � � � w A� 1 E'" P� O E,�� z" w O � a Fx., �.1 xzoo � �w�, z � .� z� x�� w L7 � � N �Aw� W �+O�v Q ~�� x � �+ w p P-� Zw �-�-1� aA� � � Z 0 a x C� x r a � Z w � � 0 � > Z z a 0 0 `/° Z � � m r� a o � � m o = w � � � a � U m � � W = U � Q � w J Li 0 0 Q � U p� � o = � � � a Q � � � � � � ��Q J rn ~ w�H o Q�wQ �n wHw~ �- ��w w W C� � _ � SHEET NOo BR-24 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" ?'-6" i i 2'-6" 2'-6" i i ?'-6" 10'-0" I 10'-0" E�EVATION — SING�E LONGITUDINAL BRACING BRACING TO BE PLACED IN ALTERNATING BAYS WHEN DECK TO GROUND SURFACE HEIGHT IS EIGHT TO TWELVE FEETo OFFSET LONGITUDINAL BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTIONa 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" i i 2'-6" 2'-6" i i 2'-6" 10'-0" I 10'-0" NOTEo DOUB�E LONGITUDINAL BRACING SHALL BE PLACED IN EACH SPAN ADJACENT TO THE REMOVABLE SPAN AT APPROXIMATE STAa59+57070 AND DOUBLE TRANSVERSE BRACING SHALL BE PLACED AT THE BENTS SUPPORTING THE REMOVABLE SPANo USE LONGITUDINA� BRACING WHEN THIS HEIGHT EXCEEDS 8'0 TIMBER PILE SEE CLASS 1 BRACING CONNECTION DETAILS (TYPo) TIMBER PILE (TYPo) �OLT APPRO; � NUT GROUNDL x—�r�,�c:liv� CLASS 1 BRACING CONNECTION DETAIL 7// � AT�I � TIMBE PILE 2 ��2 „ TRIM FLAT AT BOLT LOCATION`. E�EVATION — DOUB�E �ONGITUDINA� BRACING � DOUBLE BRACING TO BE PLACED IN ALTERNATING BAYS WHEN DECK TO GROUND SURFACE HEIGHT IS GREATER THAN TINELVE FEETo OFFSET LONGITUDINA� BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTIONo E�EVATION LT NUT JG 5� " T"RU BOLT ER & NUT VIEW C—C 3ER .E �x6 X-BRACING C�ASS 2 BRACING CONNECTION DETAI�S ��-.i - I I I 111=111 � �_� I I I-� i'- 111_I11-111 111= ' i'� i I I—I I =1 I !_ �— �— i �l l l� � �l l l� � ll l 1-: I,I - I�I � 8,_3„ SECTION — SING�E TRANSVERSE BRACING DECK TO GROUND SURFACE HEIGHT OF SIX TO TEN FEETa ill-�ii-ii�-�I�- 1 I 1=1 I 1=1 I I—I I 1=1 I I i �llllllllllllllll��'� I I-I I I-I' -„�—��- 1 �'-�" C'I FAR WT�TH 8,_3„ � 1'-6" cMAxo� 1'-0" (TYPo) C9 (/� � W W U X W � _ � H w _ � H _ � z w _ � _ASS 2 BRACING CTION DETAILS (TYPo) — APPROXe GROUNDLINE -1 I 1=i I 1=1 I I-1_! I 1=1 I 1=1 I 1=1 I!- -111111111I��11' � '-11; �- SECTION — DOUB�E TRANSVERSE BRACING DECK TO GROUND SURFACE HEIGHT GREATER THAN TEN FEETa �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L T' Docu�i��h�1 '� _ s�$ `�"��C� ,C,,�,av(.�,s .�'' �: e 2Fa�`��G+'� `�` oe o 06��4ybbp Nu'"nnniul oux�"" ��0,00e��a 7/11%2016 J C'j J Z H H � � W W 2 W � z W H �� z � L1J � _J 2 C� � Q � � O � � � � � �ll � Q � _ � � � �c � o � ^ 2 � I � � n� W � �� O � N r � � U � � � � O = � _ �ZrnrnZ Q � Q O �srnrn � Q � V °' c \ W � N� m � � 0 x �� (�j) � J Z � � V OO � � ' �,` y4 ��;��w �,�'��'�"��y ,. ..��"�, � � � �b � �'� 4y v� z 0 a x c� x r a � z w w � C� 0 � > Z z w a 0 0 `/° z � � m r� a O � � m o=w� w � U U m 0 �{ w = U � Q � W J Li 0 � Q � U p� � � = w �O � a ~ '�" � � � � w � SHEET NOo BR-25 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � #4 REBAR DRIVEN INTO INTERLOCKING 6x6 TIMBERS � � � � T IMBERS SECTION I-I UlJ I\ I 1J V I I V IVI I 11VIUL1 \ AND TIE INTO GROUND E�EVATION TRIM FLUSH DETAIL H APPROACH 6"COMPACTED ABC — #57 STONE BACKFILL COMPACTED SUBGRADE TILE ALTERNATE HEADINALL � DRIVEN =RLOCKING =MBERS 6x6 TIMBERS DETAI� NOTEo COST OF THE ABC9�57 STONE BACKFIL� AND GEOTEXTILE SHALL BE INCLUDED IN THE PRICE BID FOR BRIDGE APPROACH SLABS-LUMP SUMo �� SEE "DE PLAN 45 ° -00'-00" _ARED WINGS (TYPo) �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L rf1� Docu$i�Q�l �� ,`�� S .�`'��: s$O Z��C.� �(- aoe a 06��4ybga "'"llM111111Y0ux�' h�0,00e�i 7/11/2016 J C'j J Z H H � � ww 2 W � z W H �� z � L1J � _J 2 C� � Q � � O � � � � �W�Q � _ � � � �c � o � ^ 2 � I � � n� W � �� O � N r � � U � � � � O = � _ �ZrnrnZ Q � Q O �srnrn � Q � V °' c \ W � N� m � � 0 x �� (�j) � J Z �� o � � ' �,` y4 ��;��w �,�'��'�"��y ,. .. �,`�� . I �'�4yv�,. . . z 0 a _ � _ r a � z w w � C� 0 � } Z z w a O o � Z � � m r� a O � � m o = w � � � a � U m � � w = U � Q � W J Li 0 � Q i- U p� � � = w �9 � Q ~ •--, Q � Q \ � 0 LCl w � ��Q� rn ~ W�H o am �wQ � WHW �– J��W w W C�� _ � SHEET NOo :' . TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � a � T C C N �� , o� N N O �NN \ M � I� .--� � I/ ��rVI7A�ICT�I�I SECTION M—M (C� ELEVATED TIMBER GREENWAY) 10" CONCRETE APPROACH SLAB 6"COMPACTED ABC COMPACTED SUBGRADE 10'-0" 10" CONCRETE APPROACH S�AB 6"COMPACTED ABC COMPACTED SUBGRADE #57 STONE GEOTEXTILE '/2" EXPANSION JOINT MAT'L � . . . . . . . . �. . . . . . . .` . ." .� ' . . . . . . . . . .. . � � . . ' �❑ � 2'-0" MINo 6" COMPACTED ABC HINGED BOLLARD 5'-0" SECTION J—J 2'-6" 1,_3„ � 1,_3„ 5'-0" PEDESTRIAN BRIDGE, FOR DETAILS, SEE PEDESTRIAN BRIDGE PLANS SECTION M—M (C� PEDESTRIAN BRIDGE) 10"CONCRETE APPROACH SLAB COMPACTED SUBGRADE 10" CONCRETE APPROACH SLAB . e� D : s D_ :� D e e D :� D. � e D. p s D. :� D � s D_ e s D : p� D : D � s s D. � D e s D. :� D � s D p. D s D. e s D : e D :� D. o e D . � . . e � . . s � . . e � . . 0 0 . . o � . . s � . . 0 0 . . e � . . e � . . s � . � . � . 0 . . . � . p � � . e � � . o � � . p � � � . � � � . e � � . e � � . e � � . � � D " � D � � D � � D ' � D � � D � � D " � D � � D � D � � � D � � D ' � � D � D � � D " � D � � D " � D " � D � � D " � D � � D � e D e e e e d . e e e e e s O s.e o.e s.e s Q e d e e 4 e 4 e e ° O ° O ° O ° O ° O ° O ° O ° O ° ° � > � ° = ' ° = � ° = � ° e OOQ QO OO°O 00 OO� �O OO� c �0000000000000000000 :N :o eo :o :o e go 000�o 000go oao�o 0 � r� ,-. n r� � r� ,--. n � � r� ,--, n r-� � r� ,--, n r� � > . . > _ �,,/� ,--. � �r,/� ,-, _ �r,/� ,-. � �r./- p . . D . D e D e p . > -II� �I� �I� �� i >° >° >° >° >° > —�� I ��I �� I- — — — — — — — D . > e D > s D > • D . s D — — — — — — — — = I=I =I — I — I—I �- — — =I = = I = I— _ — — — — — — _ �—� �_� — — — — — — — — — — — — — — — — — — — — _ � — — — — — — — IIII—I�I II� �� I� II� I�! � ��I—I I—I I � � �� I II� �II �� I SECTION K—K �� - 3" � PVC PIPE (SEE PEDESTRIAN BRIDGE PLANS) TYPICAL BENT JOINING PEDESTRIAN BRIDGE AND CONCRETE APPROACH SLAB9 FOR DETAI�S9SEE BENT SHEETSo ASPHALT — GREENWAY TRAI� 6"COMPACTED ABC COMPACTED SUBGRADE BRIDGE APPROACH S�ABS NOTESo FOR LOCATIONS OF BRIDGE APPROACH SLABS9SEE THE PEDESTRIAN BRIDGE AT STATION 4+72a50 AND ELEVATED TIMBER GREENWAY LAYOUT SHEETSo THERE IS A TOTAL OF 8 BRIDGE APPROACH SLABS REQUIREDo COST OF THE ABC,#57 STONE AND GEOTEXTILE SHALL BE INCLUDED IN THE PRICE BID FOR BRIDGE APPROACH SLABS-LUMP SUMo J 2'-0" � CONCRETE APPROACH SLAB APPROACH SLAB SHALL BE NOTCHED TO DEPTH OF ASPHALT GREENWAY 2'-0" 10"CONCRETE APPROACH SLAB n. e. e. n. e. e . ' D �. ' p �. ' p �. ' p �. ' p�' D �. ' D p �. ' D �. ' D �. ' p �. ' p �. I o n e o n e o n n e n n o 0 . ' D . ' p . ' p . ' D . ' p . ' p . ' D . ' p . ' p . ' D . ' D . ' p . ' p . o�.n��,.n on.n��,.n o�n��,.n o�n��,n �nn��,n �n — I I—I — I _ I I—I —I I I I —_ --_ = I —_ _ _ --- � �I III 11�=111—�II III �I� III—II� II� ��IIII� SECTION L—L 6"COMPACTED ABC COMPACTED SUBGRADE �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< ,� � cQRo ,f�� E5� C/v s _ S E A L - 00��5;�4A�� ,(�,av{�s lfi`c�� $�'°a •2F��DC$��..•�� 'C' aoe< 06��4ybbp N4°nunnniRnu��"" ��0,00e�a 7/11/2016 J C'j J Z H H � � ww 2 W � z W H �`� z � L1J _D TIMBER JWAY OR CAN BRIDGE � � ' �,` y4 ��;��w �,�'��'�"��y ,. .. �'�� 4��i �b I �'�4yv� z 0 a x c� x r a � z w w � C� 0 � > Z Z a 0 0 `/° Z � � m r� a O � � m o = w � � � a � U m � � w = U � Q � W J Li 0 0 Q � U p� . � = w � � Q � .-, Q o Q � � o � � � ��Q� rn ~ W�H o am �wQ o� I_L_� H L_L_� �- J��W w W C�� _ � SHEET NOo BR-27 TOTAL SHEETS 28 DocuSign Envelope ID: 06429249-CAD5-4D46-845F-056ABF7B1991 � � I 3� 6 �� HOLE (TY! FRONT VIEW 4„Xq„X�/q„ 'ANIZED ANGLE ;HMENT BRACKET M � I 3� 6 �� HOLE (TYPo) S \ N 2��4�� 13/q„ 4" SIDE VIEW CONCRETE BENT ATTACHMENT BRACKET `�' '�„ ^ T'��` TIMBER GREENWAY SECTION N-N 2x6 HORIZONTAL RAILS NOT SHOWN FOR CLARITY THE 3/q"QS ANCHOR BOLT SHALL BE INSTALLED9USING EITHER AN ADHESIVE ANCHORING SYSTEM OR CAST INTO THE BENT CAPo THE YIELD LOAD FOR THE 3/q" QS ANCHOR BOLT IS 1806 KIPSoFIELD TESTING FOR THE ADHESIVE BONDING SYSTEM IS NOT REQUIREDo CKING S3x12 JOIST BEDMENT IF CAST 9PER MANUFACTURES TIONS IF ANCHOREDo JING AND ENWAY, SHEETSo TYPI( PEDES ELEVATE FOR DETA �,�@aBP�@,�a�^ -pb.AMUIl011ryNgp0qeNyb�4besyo,�g U< � � �QRo ,f�� E5� C/v s _ S E A L DocuS��9�yb�l ,'� s��`".� r,�,aVl.�.s lkr�$: o z��ia�.•' `Z` oe $ 06��4ybga "'"llM111111Y�ux�' h�0,00o��a 7/11/2016 J C'j J Z H H � � W W 2 W � z W H �� z � L1J f� r � I T r` A fl 1,_g„ � 1,_�„ 2,_g„ BENT CAP PLAN N W � ' �,` y4 ��;��w �,�'��'�"��y �. ,. .�"�� b I �'�4yv� � Z 0 a _ � _ r a � z w w � C� 0 � } Z z w a O o � Z � � m r� a O � _ � Q � W J Li 0 � Q U � � a � � ~ W�H o am �wQ m W H W � J��W w W C�� _ cn SHEET NOo :' : TOTAL SHEETS 28