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Home My WebLink About20190369 Ver 1_1801404_Permit Plans_20190322� _ . ., , � , � , ,� � `� � � � �� _ . .- � _ . �� .�;�� .:�� .� ,�.�_�s-_ .-��. �� ..�� SCHEDULE OF DRAWINGS �� . . . _ . . � � .- iF' . , ��,� , �, - ` ; � _ �+ , �� , — . �. . • r � �, �� ' � ,� r*--. - � _�4: � R " * -- " ^ r , �' � � r `_ � �.�`�" y� ��_ . �� F� r f . ! . .. :9 � � �. . 51 f ; k. . � � � L p � I � � � i+.` � i k �� t� � .£�y �� _ �� i� �.� " ' .-�� '� , � i � - �� '� * :�;�`� G-001. . . . . . . . . COVER SHEET ; ~ `�} w''r � '• � . . + �J � � � � R b � %� � •��°� r :'_ � �� _ _ . � IV � ,��t,. . p ` r N �c �� r � { !'� � ,� � � ,� �, � - � '',, �` V . � "' �Y.� I', �" s., � � � � _� Q, � �. 4 ,� - .f' � r� � . � �.. � �i" `�- r � �.. s". �� . � � �� - � � '�� ;�� M � ,� � ��;�� ,1� � ,�. G-002. . . . . . . . . GENERAL NOTES and STANDARD SYMBOLS � ��" � � � � �1c c � '� �, � � _ ,� ,, r t ; _ � , b- w : �^r� � ~ ,y . `� ,��',; . ..� � �' ,.. - , � � - �. �, � �' � !� . ' ,� �� !� ,�- �� . ,:.�..r� _XSY�' • �J 'i•• ° YrL '�� _ . } �A' t„ � �1, i, �� f�� N.. '� � � � i � r�. �, -� R�, r � P,;�;� � ; � i, .rc F ,}k, � • • • • • • • • r �`� .r� � =� �� - � � � � � ��o � � ��R' �- � G 003 . LAND QUALITY and GENERAL EROSION CONTROL NOTES �'�° � -�h� l� �+� , .�;`_ _��o�-_+�, , �, ` � � • . � � � �(� `� I . . . �� 'r � � , ti � 4 � �. � � T • _ �4� � � � !. — • � r � rt. . • , � � Q. , - - . � �` �� ; �'��'oy�; _ .��, �� _�� ;�� , z ; ~ G-004. . . . . . . . . EXISTING SITE CONDITIONS � . ,��, �� °� � ,+� o t , ¢� -�,..,�, �, _ - w � � � r • , _ . , � "+'.� �. �,, � � � �r�� ,� � r �.,,, �` . � � ' � . +� '�� ' '� .. "'r ''� PRo�ECT 'R r �=�� .'� � •i �`r� CD-101. . . . . . . . .SITE DEMOLITION PLAN _�, — - �'� ` � ;,�OCATION • - � �., .w '� , ' � � _ � -�-�� , �. _ � � ' � � � �"� � . � -..� - .o- .� � � _ - � •��; , * '� �. . , ��, �,,. ., �-~ . , . : . _ n � �, , . , � � _ ��- � �- , � .. �ra �� . . �k�,,�y� � � � a , �� - �� C-100. . . . . . . . .OVERALL SITE PLAN .�''y -�",� - � '� y � � � P � , � x ,u#� � ' ' i ` � t _ � �� +.� y, '": , F �. �, ,� * � , J F . } � �1 �, � � � . � _ ,,,� . ` � . �, . - - _. - .. � ■ ' 1 . � • � . � � �, � �. � , . , � � ��Q �� s � � �.`. �� _' _, ,� . � � � : � � .. � . �--- . . Go �; � .,� :�-. � °� ';�': �. C-101 PLAN-PROFILE SHEET _ _ __ . _� � � ,t �� . , ,; �'.. � , . � . • , +�. � "`� � - ..� ,'� ', . . . . . . . . '� ,` `4 ^ 1 , � ,�„ �'� G � ��' a� J� • � � �� . Q . � . �r • � _ . � - � - �6 , , a , �i � o�, _ . �,�,, jy " �<.. , � _� , _ . � ; �• � * . � F��. ;� �� "' � .� �. ��:- .�� .� �� .� - � .� � tic�� : r� - C-102 . . . . . . . . . PLAN-PROFILE SHEET 4 I"�"�'�.��w� t. -�, �. �, R , . ,, � ,�� /QO . . . , � _ �� , , . „ . r� r. �._ ;n , , , � �,,, _ _,.' ,. �._ � q - , �` ' 'r� �",4 � .. - - -�� , !' � ,,, 4 � � � � � 4 ��"�� -• O j ,�.,,,s� ,�_,�, , � i �_��`_�.,� f` �� ' � �� `, .' ` . . . . . . . . PLAN-PROFILE SHEET y �.,.�� `� � �`�;,k `��_ . �. �� C-103. ,��,y ,� . � � �� .��. �. � �,� �� . � �r ,rr �► . � - .. ,.,,, . � , ;'� �; .. � � f � a �" � y s.. � � . . .�, � _ : �':.� . r _ M _ �,..� � � �� :: �` �-�. I . � � .�' ,�. � -�� -1 4. . . . . . . . . ITE ER I N NTR L PLAN C 0 S OS O CO O VICINITY MAP NOT TO SCALE C-105 . . . . . . . . . D RAI NAG E AREA MAP • o��:��;ui,:!'��, , �� C-501 - C-506. ..... STAN DARD S ITE D ETAI LS , ,� , ��.� � - Fa� � • _ — 041598 �� _ �. � • — '"�F�',T �G I N rc�Q- . •�C� � . � � A S S O C I A T E S `''��' °��°��`��'� �%�� ENGINEERING • PLANNING • FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328-2024 FIRM LICENSE # C-0459 F E B R U A RY, 2 019 NOT FOR CONSTRUCTION FOR REVIEW ONLY EXISTING CONDITIONS �TE�. TELEPHONE PEDESTAL PED. �ELEC ELECTRIC PEDESTAL PED. �PEDV CABLE TV PEDESTAL SIGN SIGN 4o INTERSTATE HIGHWAY 66 U.S. HIGHWAY � CONCRETE MONUMENT �CM—R/W RIGHT—OF—WAY MONUMENT � D.O.T. CONTROL POINT � �P LIGHT POLE e PP UTILITY POLE � GUY WIRE ANCHOR O MH MANHOLE Q ssMH SANITARY SEWER MANHOLE Q SDMH STORM DRAIN MANHOLE Q TPMH TELEPHONE MANHOLE � FOMH FIBER OPTIC MANHOLE Q ELMH ELECTRICAL MANHOLE O c.o. SEWER CLEAN—OUT p c.ss GAS SERVICE STUB—OUT ��B CATCH BASIN OwM WATER METER � FH FIRE HYDRANT oa wv WATER VALVE b �/M GAS METER b �/� GAS VALVE � icv IRRIGATION CONTROL VALVE ___________________= CULVERT x x x x FENCE —o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o—o— GU AR D R AI L ----5-----5-----5 APPROXIMATE LOCATION OF EXISTING SEWER LINES ____W_____„,_____W APPROXIMATE LOCATION OF ----G EXISTING WATER LINES ----�-----�— APPROXIMATE LOCATION OF EXISTING GAS LINES iiiiiiiiiiiiiiiiiiiiiiiiiiii TOP & TOE LINES ---DL-----DL-----DL-----DL--- DITCH LINES _____�,_____�,_____�,_____�,_____�,_ APPROXIMATE LOCATION OF UNDERGROUND CABLE TV LINE �N �N �N �N APPROXIMATE LOCATION OF OVERHEAD CABLE TV LINE -----F�-----�-----�-----�-----F�— APPROXIMATE LOCATION OF UNDERGROUND FIBER OPTIC CABLE LINE ----E-----E-----E APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC LINE E E E APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE ----T-----T-----T APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE LINES T T T APPROXIMATE LOCATION OF OVERHEAD TELEPHONE LINES — — Row— — RIGHT—OF—WAY � � TREES/SHRUBS TREELINE IPS IRON PIN SET RBF REBAR FOUND OTIPF OPEN TOP IRON PIN FOUND CTIPF CRIMPED TOP IRON PIN FOUND CMU CONCRETE MASONRY UNIT R/W RIGHT OF WAY � CENTERLINE C CURVE (SEE CURVE TABLE) POB POINT OF BEGINNING CP CALCULATED POINT PB PLAT BOOK DB DEED BOOK L LINE (SEE LINE TABLE) BLDG BUILDING CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CONC CONCRETE CMU CONCRETE MASONRY UNIT CPP CORRUGATED PLASTIC PIPE DIP DUCTILE IRON PIPE E&T ELECTRIC & TELEPHONE FOC FIBER OPTIC CABLE GIP GALVANIZED IRON PIPE 0/H OVERHEAD RCP REINFORCED CONCRETE PIPE U/G UNDERGROUND VCP VITRIFIED CLAY PIPE PVC POLYVINYL CHLORIDE PIPE FFE FINISHED FLOOR ELEVATION �BM BENCH MARK LEGENDS PROPOSED CONDITIONS PROPOSED SYMBOLS GM O o CB i � � � � , ................................� ,•.❖.❖.•.•.•.•.❖.❖.•.•.•.� ,•.❖.❖.•.•.•.•.❖.❖.•.•.•.� ,•.❖.❖.•.•.•.•.❖.❖.•.•.•.� ,•.❖.❖.•.•.•.•.❖.❖.•.•.•.� ,•.❖.❖.•.•.•.•.❖.❖.•.•.•.� •-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-� � � � � RMS ■ � ■ CB WM � H H GAS METER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN—OUT SIGN PIPE INLET PROTECTION CONCRETE "L" ENDWALL 15"-48" PIPE CONCRETE ENDWALL 15"-48" PIPE PRECAST CONCRETE ENDWALL FLARED END SECTION CONCRETE ENDWALL 54" PIPE AND LARGER CONSTRUCTION ENTRANCE EROSION CONTROL MATTING DRAINAGE STRUCTURE PROTECTION TEMPORARY SLOPE DRAINS PERMANENT SEEDING FLOW DIRECTION ARROW STRAW WATTLE RIGHT—OF—WAY MARKER SET INLET CATCH BASIN WATER METER FIRE HYDRANT ASSEMBLY WATER SHUT OFF VALVE GAS SHUT OFF VALVE PROPOSED ABBREVIATIONS TC EP EW INV RCP DIP HDPE YI CB CI JB � TS FL PROPOSED LINE TYPES STORM SEWER —x—x—x—x—x—■—x—x—x— FEN CE LI N E GUARD RAIL ---M�,�,-----M�,�,— SANITARY SEWER (FORCE MAIN) s s s SANITARY SEWER (GRAVITY) w w w WATER MAIN F F FIRE MAIN G G GAS MAIN __F ___F SLOPE FILL STAKE LINE __c ___c SLOPE CUT STAKE LINE NC DOT RIGHT—OF—WAY LINE NC DOT CONTROLLED ACCESS LINE ----ROW-----ROW NON DOT RIGHT—OF—WAY LINE TREE LINE LIMITS OF DISTURBANCE ---------------------------------- P R OPER TY B OU N D AR Y LI N E -------------------- BUILDING SET BACK LINE EASEMENT LINE T� �T� �T� �T� �T� �T� � TEMPORARY DIVERSION DITCH PD �PD �PD �PD �PD �PD � PERMANENT DIVERSION DITCH EROSION CONTROL SILT FENCE UNDERGROUND UTILITY DEMOLITION 3500- — MAJOR CONTOUR LINE 3502- — MINOR CONTOUR LINE ----------------------------- CENTERLINE ----FOC-----FOC FIBER OPTIC LINE TOP OF CURB EDGE OF PAVEMENT EDGE OF WALK INVERT REINFORCED CONCRETE PIPE DUCTILE IRON PIPE HIGH DENSITY POLYETHYLENE PIPE YARD INLET CATCH BASIN CURB INLET JUNCTION BOX TOP OF BANK TOE OF SLOPE FLOW LINE GENERAL CONSTRUCTION NOTES 1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION. 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THEN 95� (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE—DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED OR GRUBBED. 4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER. 5. DISPOSABLE MATERIAL A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. B. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS SPECIFIED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS. 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO—SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER. GENERAL NOTES: 1. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1-800-632-4949). 3. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES. 4. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. 5. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS. 6. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 8. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER CONSTRUCTION. 10. CONTRACTOR MAY BE REQUIRED TO PLACE TEMPORARY GROUNDCOVER DURING CONSTRUCTION OF THE BUILDING, WALKS, PAVING, ETC., HOWEVER THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE 95% COVER OF PERMANENT SEEDING MIXTURE IN ALL AREAS. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THE SEEDED AREAS UNTIL 95� GROUNDCOVER IS ESTABLISHED AND IS ACCEPTED BY THE OWNER AND THE ENGINEER. Know what's b@IOW. C1II before you dig. N.C. one-Ca�� Center NOT FOR CONSTRUCTION Dia1811 or1-800-632-4949 FOR REVIEW ONLY NO. I DATE I BY REVISION DESCRIPTION �w�, � � v� Wz� W � �W �z� � �� w � N 0 N H Z � cv M U~� � � � a O � o � �� N a" � z � L7 � O �� x � �P�z W z Wa � W � � � C'� �' � � � 0 W� � ��iiiti�� A. . . . . . ��i�� ,.A L � � �� =� J � '. O � �v . w`r" z : � o ��3, .�1 � �z� �' ' ��i? ��`� �I►litt�� , Q := c �, ,. � � V � � � � � O � � O � V � � � � � � � � O � m � � � � � � O N� J W W _ m � pp 0 � W W . � W � � � p Z m Z � z w � o � cn m� cn o cn z p Q w Q w O � � 0 U � U � (� J w � � � O G z � J � Q � � L.L w Q z Q w z v Q � � � � � SHEET Q z J 0 � Q U _ � � � z � � z � � U Z Q > � � � w � 0 z � w > O U� � 0 � 0 � � � NPDES GROUND COVER STABILIZATION TABLE MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT THIS DOCUMENT CONTAINS THE MAJOR ELEMENTS OF THE RECENTLY-REVISED NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) CONSTRUCTION GENERAL PERMIT (NCG01) WITH EMPHASIS PLACED ON THOSE ELEMENTS THAT DIFFER FROM THE PREVIOUS PERMIT (EXPIRATION ON AUGUST 02, 2011). SINCE THE SUMMARY LIST BELOW CANNOT CONTAIN EVERY CHANGE, THE COMPLETE PERMIT SHOULD BE USED TO ASSURE FULL IMPLEMENTATION. SEE : http: //portal.ncdenr.org/web/wq/ws/su.construction 1) GROUND STABILIZATION * SITE AREA DESCRIPTION PERIMETER DIKES, SWALES DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 3:1 SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 STABILIZATION TIMEFRAME 7 DAYS 7 DAYS 7 DAYS 14 DAYS 14 DAYS STABILIZATION TIMEFRAME EXCEPTIONS NONE NONE IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED 7-DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH NONE (EXCEPT FOR PERIMETERS AND HQW ZONES) *"EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(b)) 2) BUILDING WASTES HANDLING • NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAIN DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED � 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. � EARTHEN-MATERAIL STOCKPILES MUST BE LOCATED 50' FROM STORM AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. � CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS 3) DISCHARGES TO FEDERALLY-LISTED WATERS • . REQUIREMENTS ARE SAME AS IN THE PREVIOUS PERMIT. THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE DIRECTOR OF DWQ DETERMINES THAT OTHER BMP'S PROVIDED EQUIVALENT PROTECTION. 4) INSPECTIONS • SOME WEEKLY INSPECTION REQUIREMENTS • SOME RAIN GAUGE AND INSPECTION AFTER 0.5" RAIN EVENT • INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS" � INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED. • RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. � ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. 5) IMPLEMENTATION OF NEW PERMIT CONDITIONS � PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO FOLLOW THE PREVIOUSLY-PERMITTED CONDITIONS. � COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 03, 2011 CAN FOLLOW CONDITIONS OF APPROVED APPLICATION. � APPLICATIONS RECEIVED AFTER AUGUST 02, 2011 MUST COMPLY WITH NEW PERMIT CONDITIONS. 6) CONDITIONS IN EROSION & SEDIMENT CONTROL PLANS * DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY GROUND STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY DESIGNATION ON THE PLANS WHERE BASIN THAT COMPLY WITH THE SURFACE-WITHDRAWL REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED. * IN ORDER FOR THE E&SC PLAN TO SATISFY THE CONDITIONS OF THE CONSTRUCTION GENERAL PERMIT, IT MUST IDENTIFY AREAS WHERE THE GROUND STABILIZATION REQUIREMENTS APPLY AND THE LOCATION OF THE BASINS WHERE THE SURFACE-WITHDRAWAL REQUIREMENTS APPLY. 7) BUILDING WASTES HANDLING • NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS � DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. � EARTHEN-MATERIAL STOCKPILES LOCATED 50' FROM STORM AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. � CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS EC 44 NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES UPDATED MARCH, 2017 THE MAJOR CHANGE IN THE PERMIT FROM THE PREVIOUS ONE IS THE SHORTER TIMES TO APPLY GROUND STABILIZATION SUCH AS MUCH, WHEAT STRAW, OR GRASSES. THE NC RULES AND LAWS RELATING TO THE SEDIMENT ACT REQUIRE, IN MOST PLACES, GROUND STABILIZATION WITHIN 21 DAYS. BASED ON THE NEW EPA REQUIREMENTS AND 9-MONTHS' WORK WITH A PERMIT ADVISORY GROUP, CTAG, THE DIVISION AND EPA-DEVELOPED PERMIT, NOW CONTAINS REQUIREMENTS FOR GROUND COVER WITHIN 14, AND IN SOME PLACES, 7 DAYS. 8) SEDIMENT BASINS . • OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. USE ONLY DWQ-APPROVED FLOCCULANTS. TEMPORARY SEEDING SPECIFICATION SEEDING MIXTURE: SPECIES RATE (Ib/acre) RYE (grain) 120 SEEDING DATES: AUG 15 TO DEC 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 I�ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib ac 10-10-10 FERTILIZER. MULCH: APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE-SEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CUTfFILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 SEEDING MIXTURE: SPECIES RATE (Ib/acre) TALL FESCUE 100 SWITCHGRASS AND PARTRIDGE PEA MIX 30 KOBE LESPENDEZA 10 NURSE PLANTS: BETWEEN MAY 1 AND AUG 15, ADD 101b/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS IN MARCH. SEEDING DATES: BEST POSSIBLE AUG 25 - SEPT 15 AUG 20 - OCT 25 FEB 15 - MAR 20 FEB 1 - APRIL 15 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE: MOW NO MORE THAN ONCE A YEAR, RE-FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RE-SEED, RE-FERTILIZE, RE-MULCH DAMAGED AREAS IMMEDIATELY. DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION SEEDING MIXTURE: SPECIES RATE (Ib/ac) � TALL FESCUE 250 (6 Ib/1000 sq ft) NURSE PLANTS: BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. RE-FERTILIZE IN LATE WINTER ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER (3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. 1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE '�EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE AVAILABLE ON-SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES. 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN. 3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.) 4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION. 5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. g, CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED. 7, ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW. g, PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN. 9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR E UIPMENT DURING CONSTRUCTION SHALL BE 10. Q MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT CROSSINGS. 11. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER. LIME 4,000 LBS FERTILIZER (10-10-10) 1,000 LBS KY-31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED AREAS ONLY) OR CREEPING RED FESCUE 100 LBS (NATURAL AREAS AND STREAMBANKS) STRAW MULCH 60-80 BALES FOR SUMMER SEEDING ADD TO THE ABOVE: GERMAN MILLET (SETARIA ITALICA) 40 LBS SMALL-STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS FOR WINTER SEEDING ADD TO THE ABOVE: RYE GRAIN (SECASE CEREALE) 120 LBS IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS PER ACRE. ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE: PURGE LIVE SEED SWITCHGRASS 4 LBS BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING. NATIVE SEEDING: THE CORRECT SEEDBED pH IS 5.5 TO 6.5. APPLY ZERO NITROGEN AT PLANTING. INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING. FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS). SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2". GREATER DEPTHS CAUSE HIGH SEED MORTALITY. SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO-TILL, DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED. NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING: GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS/ACRE EACH TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS) NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. 12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 13. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. 14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. NOT FOR CONSTRUCTION FOR REVIEW ONLY GENERAL EROSION CONTROL NOTES UPDATED MARCH, 2017 1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE-DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER. DISPOSABLE MATERIAL A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. D. IF ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES AND WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY". 2. � � 5. 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS. 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER. 10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO M-36, WITH RE-ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE. WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE "HANCOR BLUE SEAL" OR APPROVED EQUAL. ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE-ROLLED ENDS AND SHALL BE JOINED WITH HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12 GAUGE. 11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES. 12. CATCH BASINS CAST-IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3. CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31. 13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS., U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL. FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM. 14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834. 15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE. 16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS. NO. I DATE I BY I REVISION DESCRIPTION �w�, � � v� Wz� W � �W r Z � r � �� w � N 0 N H Z � N M U~� Z N � � a O �, o � �� N a" r/1 • Z vl � O �� x � �P�z w z w a �-, W � � � �� 0 W� � ��►iiti�� A. . . . . . ��i�� ,.A L � � �� =� J � '. O � �v . w`r" z : � o ��3, .�1 � �z� '�' ' ��iP �\`� a4t�►Ilt�� , Q := c �, ,. � � V � � � � � O � � O � V � � � � � O � � O � m � � � � � � O N� J W W - m ° o0 0 � w w . � W � � � p z m z � Z uj C� p C� c� m� cn o v� z p Q w Q w O � � 0 U � U � � � v, L VJ w 0 w � v, � O � 0 z L.� z � � � � J O � � L.L Q � � � w7 z � L O � w U Z � � � SHEET Q z J 0 � Q U _ � � � z � � z � � U z Q > � � � w � 0 z � w > 0 U� � 0 � 0 � � - � �� I 1 , 1 � 1 � I I � � � \ �� , / I I I APPROX. EXIST. CONTOUR PLAN I � � FROM LIDAR (10' INTERVAL) \ A � � \ I � (TYPICAL) � � � � \ � I � � � � � � � � o �► � � � o \ � APPROX. EXIST. CONTOUR y � � � � I 1 FROM LIDAR (2' INTERVAL) � � I I � � (TYPICAL) I � � � � � I � \ I 1 � I � � � / F°°� `� � \ I � � � � �s� 9 Fo � � I � i I i � � i � � , I c I � � I � � ,-� � �� / EXISTING PROPERTY F�. � I 1 � BOUNDARY (TYPICAL) �°ti \ I I � � O �'�e. LANDSCqpE � � � 1 / s� �' �95 � \ I � i , � � , x_X_ l� \ � � � ) � � ��XIST�ING M #7 � � � /� ' � O � .�o � \ � � � � � � y�` ��F �F �� N: 6860 �2.48 \ � � � � E: 584`�3.21 \ \ � � � ; �� \ � � �\\ s�\ � � , -� a �o / -� �o �P�� y � �,�' °o x � / �9 �� APPROX. EXIST. CONTOUR FROM �xSNR�g " � �� MCGILL INTERPOLATION (2' INTERVAL) A OHE OHE � OHE 'O � (TYPICAL) � � � � s,c F �S� \ ti O,S; \ '°os� f �` � x \ ,, /x , - ,� /��N�E '„ �' pIRT �R cNP�N �� y AACF /� / � , ,� j%%//% /� __--- � � � , , � ; � , ,,;,� //�G //,�' , � �� ; �,�iiii/lllll,,,, �llll�llll/- ` ;� // } � � > ;%/; /,/ / / \ � / x � \\ \ � / / * x / �\ S z � s \ / 5 � � / �i"' '° 4o fn C� � ��o \ \ / / /� / �X x � �:. O � � s�'�\ o \ � / � � \ �x� */ �\ � �'� �� ``��\°� � / / / \ x_� c� � � �� `�9��,,. � � � � ��y � � ROWAN COUNTY o A�s'' \ 9�' �\ � ��- � � � � �� `� 90 PARCEL 402 090 y� �'� � o r \� � \� \� \� i is� ,� �F �tiF � DB 231 / PG 7 J\ � � �� \ \ \\ \\ �� i �i �� MAP BOOK 9995 / PG 7829 � ,� F`� � � \s i � � i ''��• , � \ � � � s �� \ \ � � � � i� i� .cQP o , � � � � i i i ,y ti \ �� L� � \ � \ \ \ � , � � � `� \ � 5 � �'J'� �� \ � �� s�\ ��,� /,� /� \ `� � � � � \ � � � � � A,� o� �� '� ` \ ` � ' ` o O J � � \ � c+ / � �� y� ��, � o � - - - - - - - - ---------------------------------------------- ��- -- _ -----= �, � � � s� � �� , — �o �� \ � I \� \� _------'—��/ �� \ � \s � � i � � �RADED AREA �� , • ' ' • • ' � � � /� �� <i \ , . • • ,' . • , •� ' ,' �� \ o oy � \�� ' . . . �',. ,� ' . .'(. . � � � � y � . - - - - . '� Bu��Nc � � ' � . . � � � -�,p000 ///// /'; APPROX. EXIST. CONTOUR �j/�/� / � �� os � � � � \ \� \\ \ \ � oz � ` � ` � 1 1� I I � IO � s� i � �� r I I I� I I I �S II � � s � � I I I � I I I � I i i� i� • ,' .� •1 • .' .��• �f • ' .� � s� � �9 �o i , �! FROM SURVEY (1' INTERVAL) , .� . F .� . � � � \ • � • . EXISTING MH 2 � � ` (TYPICAL) \. .��.\.. # o I �I�,.� . � � .� �I � .� � sRu ,S �� , ``�''F�� , � ,' 1• • ,'�� • • . . N: 686020.06 �� . '��A . � (A, ,y ' � • \'. • f . • , . E: 1558882.08 � �\ � \ °�o 9��90F0 � I.,•'••'.'• ••'.'�•'.,� ••'. � �s �� . I JRE SALISBURY I .• . .• � � I 1.' •� ,� • ,' .� •� • ,' .� •� � � •� � .' .� • . � � � � � � � � :' PARCEL 402 091 � .•�I•..•�.••..�•..'�,.•�_ � � � � DB 1250 /PG 222 I I �� , . _ . . . �• . � - , � MAP BOOK 9995 / PG 7829 � � • • '.•• •, •,'.•• •,'.•• •, . • '. � \s��°�\\ � ' � ' . � � � . • ' ' R�;�' � .� � \� 2'��o°T \\ � �o � •,'.�•,��• �,'�o- F��. • ' , 1 � `99�c�`s�9� � EXISTING MH #5 ' o . , \ , . 999 S�, .Q,p , � � \ 9S� � �Ty� � S R U � � � o I . • . , . , S�cF'.�T�yc . • � \� ��9 \ � N: 686039.78 1 � �� I , .� . • .•��,2 •F , . • , , � � E. \ 1559166.53 � ? . o \_ � �� .� . •''.'• ',' � � \� � \� � � � � � �. • ' \ \\ \ w .\ � � � I � �� I � .� \ � �� I '� � EXISTING WETLAND � � � � j0 � � APPROX. 0.4 ACRES � �� \ � \ � j� j � \ \� �� I j I � �� \ � � � ► \ � � \� I I I I � I ROWAN COUNTY � � \� \� � � � I PARCEL 402C 003 \ � � � � � EXISTING MH #6 DB 231 / PG 7 � \ \� \ � � � SRU MAP BOOK 9995 / PG 7671 � � \ �� I N:685749.53 1 � �� E:� 1559080.11 � � \� � � � � � V � � � � � 40 o zo 4o so � � � � � �� I 1 � � � �� Zo I I � � � � GRAPHIC SCALE 1 INCH = 40 FEET I 1 \ � � ��\ I I � � ` � � � � � \� \�� , � � �� NOT FOR CONSTRUCTION � � � � �\ �, � � � � FOR REVIEW ONLY � I 1 � �� No A 2 m I` �` I� I' 1 II I li� I � i� � xl , III �� I �I ,� �I I I � II �I I �I I I II i N OTES i m _ m 2 m _ m A 1. ADDITIONAL 2' CONTOURS FROM CONNECT.NCDOT.GOV LIDAR DATA. 2. ADDITIONAL 1' CONTOUR DATA GENERATED BY MCGILL INTERPOLATION BETWEEN 2' LIDAR CONTOURS. 3. ADDITIONAL CONTOUR DATA IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE VERIFY ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND INFORMING ENGINEER OF ANY DISCREPANCIES. 4. A WETLAND AND STREAM ARE PRESENT WITHIN THE PROJECT LIMITS. 5. THE PROJECT LIMITS ARE NOT LOCATED WITHIN A 100 YR FLOOD ZONE. SEE FIRM PANEL 3710565800J DATED JUNE 16, 2009. DATE I BY REVISION DESCRIPTION �w�, � rl � v U �Z� W � � w �z� � � �� w C7 N 0 N HZ� N M U~� z� � a OQ; � � �� N a" �z .� L7 � 0 �� x � �P�z wQ Wa � W � �� C'� �' � z� 0 w� � ��iiiii��,�� C�' � A. . . . . . �,��,i'�v ,.A L � � �� =� J � '. O � �v . w:� z:o o ��3, .�1 � �z� �� •�P 1��\ �I►litt�� , Q := c �- ,. � � V � � � � � O � � O � V � � � � � O � � O � � o m � � � � � O � � J w W ° m m � w w , � � � � � p Z 00 Z � Z uj C� p C� c� m��o�Z o Q w Q w o � � 0 U � U W � ~ z � O � � Z � ~ z � O X U w SHEET Q z J 0 � Q U 2 � � � Z � � z � O U Z Q � � � � � z Q J � �I 0 � 0 � � - i � � � � � � I � � � � � � I I I \ 1 I 1 I '�' I I I I I I I I I I I I I I , ��°oo I 9 �o I I � � � APPROX. LIMITS OF � ' I EARTH BORROW AREA (SEE SHEET C-100 I FOR FINAL GRADE) � � . 1 � � \ � � REMOVE EXIST. WOODED AREA s XIST�ING MW� #7 WITHIN LIMITS SHOWN��'� 1 �� U \ � � N:6860 �2.48 E: 584`�3.21 1 \ \ 1 \ \ -' � 1 � i I � � � �w� � � � PLAN � v� I WzW � 40 0 20 40 80 120 � �� W I I • � U ��-1 GRAPHIC SCALE 1 INCH = 40 FEET �� w 1 - � • N I � � o 1 I� c� _ � � � � cv M 1 I II �� AP ROX. N W � I U Z�, , I � Z a T EE LINE � I w� � � o ,� z � � 0 � \ 1 � J � I � cv , 3� , � a z � - o � ' � ,I � o \ / � , � � � ' I Z " � � �'o� �, ----- � � -- -- ---- � � � � I x I ~ � ' �, �� AREA x I � � �` �' 'ss �' � � � ' P� z � � s �—' � � � \ i wQ � �— �)� w� � � � � � � � � F� °°F � 00 .-. � � � 9'�F �F � � C'� � ��°oo�, EXISTING SEWER 9 � � � Z � � ° CLEANOUT TO BE ��R�es � � �� W � �� REMOVED � � �� 0 H E %��///rrr��/ �" � o 0 ��UILDIN�� O � �\111111�� ►� � � � � � W � P . . . . J� �ii REMOVE t230 LF OF 6 PVC � -- .� I . r � ; ' A L� cy '�v> � SERVICE SEWER. CONTRACTOR � � - � � �<A�`�`" ` � ', � � ,,> .o SHALL COORDINATE WITH ENGINEER `� �\ � � �,o y', Q � .� `�' \ � �' z: o AND SALISBURY ROWAN UTILITIES � �� .� � o ��?:�, : ��,� � � % , � �'Z�� . f . . •�P �\�� ir _ - � � �EN� V �'� ! I I i { t �A�A �� IR� �R �—�P�� v �� I ;, � , cN F / I '� // __--- / � �////�� / / I I � � � �� -�� /� � � �/ � �ii� � e k � � i Q � . i > ;;;�j� �� EXIST. GUY ANCHOR � V Z / / i i / �x — � SHALL BE RELOCATED BY � , � � � � ��k � UTILITY PROVIDER. � '� �� i W i � � � ��x/ �� CONTRACTOR SHALL � � I � � � � � A �� COORDINATE WITH OWNER � EXISTING � Q �0� sF� oo / / SIGN TO BE Z � �s r- AND UTILITY COMPANY � REMOVED O U � \ �9�, EXISTING � � _ 9�� '�-�� SEWER LINE � � � � � �� TO REMAIN CONTRACTOR SHALL VERIFY INVERT SAW CUT AND REMOVE �� -- � , ' �� ,� � � SAW CUT AND � � �'6, F`,L � AND COORDINATE WITH ENGINEER IF EXIST. ASPH. DRIVE � ; I � REMOVE EXISTING a �� ANY DISCREPANCIES WITH PROPOSED AND RETURN TO EXIST. � �` s PAVEMENT AS � �� DITCH INVERT EXISTS. i I NECESSARY TO � • p � GRADE � �� L \ _ � � , � CREATE SM OOTH, � �� REMOVE EXIST. ROPE� I FLUSH FACE TO TIE Z J r- , \ �- � PROPOSED PAVEMENT Q ~ s � � REMOVE f34 L.F. FENCE AND POSTS I � Z � � A i REMOVE EXIST. WOODED AREA OF 15" CPP Q � AR � � � �� ,- �� EXIST W�ODEp � I Q �� -� � � , REM��E s � REMOVE EXIST. _ sA EXISTING U -- -- -- -- -- — — -- -- -- -- �z �� iGRAVEL DRIVE� WATER LINE z �; �► � TO REMAIN O Q �� I � Q \\ �` •� � , • I \ GRADED AREA � `r � � �� • ' . • . • . � � � REMOVE EXIST. ROPE ' � O ' • • •. . .� � i I O <� � • , ';: . • , .�� , . ,' � � o FENCE AND POSTS � � EXISTING \� \ . . • , . • �• , \ • . . �• , . � � �y Bu��Nc � WATER LINE •.�• � '.1 • • '. f. • �. • \ \ 9��'O ��„ � \ � \ 9 �,o REMOVE EXIST. FENCE TO REMAIN • , . e . . . � � � ,/ I � I I � � , • •I , ' ,' .•�•� . EXISTING MH #2 TO REMAIN � � , � � EXISTING � , . , .�• ,' � SRU �� EXISTING � � SEWER LINE �• , . . • , • • . . N: 686020.06 SEWER LINE TO REMAIN � . .� • f� .' .� • .� .' E: 1558882.08 � �\ TO REMAIN i SAW CUT AND REMOVE f90 LF \ -�„s;�oo '\ • ' , . . . . . • , . . � EXIST. UTILITY POLE OF EXIST. 3" CURB AND EXIST. 6" FIRE HYDRANT � .' •� • �' � • � .' •� • � .' •\ � • ' .' • � \� SHALL BE RELOCATED BY I �• . ,. ,. . . � � � GUTTER. EXPOSED FACE OF �• � � U T I L I T Y P R O V I D E R. EXISTING PAVEMENT SHALL BE ASSEMBLY TO REMAIN IN� . •�,�� . • • .� . . • ,' . ' .' • • , � PLACE UNDISTURBED. � � �� CONTRACTOR SHALL CUT SMOOTH AND FLUSH TO I � �� • ' .��' ' •� • ' .' •� • ' .� •� • � •� • � COORDINATE WITH OWNER ' TIE PROP. PAVEMENT. � .� •� • .' .� •��.' •� • .' .� •� • .' .� � � •� • , ` . , . , Q , .� , . \� 2, F� oo \\ AND UTILITY COMPANY t� � \ � �, � o � • • .' . •,�. • � ,'��.• F o,� • • . ' I � `99j�c�9Sq� �� EXISTING MH #5 1 0 • , . . • 999 S�, .Q,p , � � \ 5��'�,Fy,f, � S R U � o I . • \ ' . S�cF'.�Tti'yc . • � �� 29T� � N: 686039.78 I1 � �� I , .� . • .•��, •F , . • ,• , � E: 1559166.53 o Z 2,0 • , � I�, I � � ,�� .�� .� .� ,�,� .� .� � \ � `� o �� DEMOLITION NOTES � I �� I �• , . \ �\ � �� I� I ti'�`� I �•� � � � \� 1. ALL PAVEMENT TO BE REMOVED SHALL BE � I`" ~� I ' � \� � S A W C U T P R I O R T O R E M O V A L. I � \ � � � \ i �� \� 1 � I � � � � �� 2. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF �'�' I I Z I � \ � � AT AN APPROVED LOCATION. �� '�� I � � � \� \� 3. CONTRACTOR SHALL COORDINATE REMOVAL 1 I �� AND/OR RELOCATION OF EXISTING UTILITIES WITH I I � � I � � � THE APPROPRIATE UTILITY COMPANY AT NO I I � � � ADDITIONAL COST TO THE OWNER. I II � I � � \ � � \� � EXISTING MH #6 � � � � 3. CONTRACTOR SHALL INFORM ENGINEER AND I � SRU i � � �� SALISBURY ROWAN UTILITIES MINIMUM 24 HOURS � N:685749.53 i � � �� PRIOR TO WORKING WITHIN 10 HORIZONTAL FEET � E:� 1559080.11 � � OF THEIR UTILITY LINES. � � I � I �� \ \�� I I 1 � \ � �� 4. CONTRACTOR SHALL INFORM ENGINEER AND I � � NCDOT MINIMUM 24 HOURS PRIOR TO I I 1� \� \ \�� \� CONDUCTING ANY DEMOLITION ACTIVITIES I 1 � � � �� INVOLVING NCDOT ROADWAY I � I � � �� I I , \ \ \� \�� \ � � � � � � ��\ �� NOT FOR CONSTRUCTION � � � FOR REVIEW ONLY � � � � � I I �,� \\ �� NO. DATE BY REVISION DESCRIPTION ��: � � ��_v;� � o m � o � � � O�� J w W Z o�o pp m� W W J p� Z m Z� ol z w � o � cn � m� cn o cn z � p Q w Q w O � � � 0 U � U � z � � J O z � a w J � � W � � SHEET — J J W � � Q � m � W 2 H H Q � � Q � 0 rn rn 0 N M � 3 a z Q J a �� 0 v 0 � c � .N N � NI O � � C N .� � � O a co 0 � � � � U U Q O U c m 3 0 � v 0 v 0 � � H U W � O � a � 0 N � U � O a` � 0 Y U _ J J W � � Q � m � W 2 H H Q � � Q � 0 rn rn 0 N M � 3 a z Q J a �� 0 v 0 � c � .N N � NI O � � C N .� � � O a co 0 � � � � U U Q O U c m 3 0 � v 0 v 0 � � H U W � O � a � 0 N � U � O a` � 0 Y U _ J J W � � Q � m � W 2 H H Q � � Q � 0 rn rn 0 N M � 3 a z Q J a �� 0 v 0 � c � .N N � NI O � � C N .� � � O a co 0 � � � � U U Q O U c m 3 0 � v 0 v 0 � � H U W � O � a � 0 N � U � O a` � 0 Y U _ i� N � �w I-= N � EXISTING MH #2 TO REMAIN. CONTRACTOR SHALL CORE EXISTING MANHOLE AND INSTALL 8" DIP AT SAME INVERT AS EXISTING 6"PVC �c� \�2 1 T ,��.!'',��\�,�,1 �. �. .�, r. � ��i��`�� ',�_ .�t� ��►i�� k� � �x� �� .��.vil�y��t'� .y � � �� .1� �::;�.;�.;J.:�;�. ;�. � '��;�o� �; �t,.. :��f�.: ;�it��9j�� f�� ;�1� ��.��'r•'', �, �,��,�..I ♦ �\ \_ — \ : �. `�. � \,�. G�+oo� � � ,5�� e �� I II / � I� / � I � I � . � I I t I � , I I�., � Ix ' I� ' II �1-� � I � joo I � �I I-o_o . ` I I F N ' I I F I �F ' II �� 78� I� �� I � � I I I I I I I I I � I A ?x / r� REMAIN� / C� ___ _ � ___ s ., 0 w � >Z zQw � a�� w ��m o 00 o�� (nN�p W x X �. w�w�^ �^��> � ��j�� Q oa'�o" N � � �p C�I �p 00 % N w � ,,� "v v" =�oc000�� C� � � � ap � c� o�o��`�°�� w + w •• z ~ o��wZ?—Zo �Z�ozZZZZ � —cn� — — � , �� . \ ` . � � \ ` � ` � �x 00 � � AJ i/ // PROPOSED MH #3 STA. 40+72.22 S N: 686091.58 E: 1558892.10 t / i/ ---- /� — _ S� �� / —____ _ I I `S' ��`� � .��%� — _ _ _ _ I � ,, O�� \ � � � \ �� . \ � � � � � . EXIST. IGROUND LINE PROP. FINISHED GRADE � � � �/ / � // 770 � � � / / / / \ / �� 40+00 / � / / / / / / / � / z � � � � / / �^' "�' "^ ' ""' ' ^ �" �' '� SERVICE SEWER 20 o io TO PROP. )WN ON THIS GxaPxlc scaLE I 01 FOR � �_ _ 35 �F � _ S � R� � CONNECT PROP. CLEANOUT TO EXIST. 6" PVC SERVICE SEWER WITH FITTINGS AS NECESSRY � � o�� PROPOSED MH #4I , `, STA. 42+00.00 SRU N: 686183.43 _ E: 1558980.93 r^' i � � :� ' • ' c ''•�' . -�-•��i;�i; ' .�-.��.�i:�%�i��.��!� �; � 1 � � ��. / ' EXI T. 6" PVC SERVICE SEWE TO BE REMOVED. ,, O�Q �� EXI T. SERVICE SEWER SHOW IN THIS PROFILE � �� RE RESENTS THE SEGMENT T AT IS COLLINEAR �� WI THE PROP. SEWER ALIG MENT. 1 � � � � �. �. '� � � o 0 a o o� �� No� o 0 �� UN0��0� � � � N I� I� � � o � +w� w �� o��wZoo � z�o> > > �Z�,�ZZZ 41 +00 .-. � �. � >� Q � o� � ��c�� o0 � _ �00�0� I� � �o�� o � w�+>�� o��wZo �z�o» �Z�,�ZZ 42+00 NOTE : ALL S.R.U. UTILITIES SHOWN ARE OBTAINED FROM GIS AND THE LOCATION AND ELEVATIONS ARE TO BE CONSIDERED AS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS. PROPOSED CI #2 STA 12+05.59 RD STRM STA. OFFSET: —12.00 ----------I�II:�..86Q31`09 E:1558850.45 44 LF 15" RCP C� 1.83� 20 40 60 1 INCH = 20 FEET '� C � - EXIST. 12" PVC PROP. DOWN STREAM PRECAST CONCRETE ENDWALL X 00 � 24 LF 15" RCP C� 6.28� � � PROPOSED CI #8 � STA 11 +25.00 RD STRM STA. OFFSET: —12.00 N:685957.43 _ _ E:1558811.98 , — — :� •,- �7 �. -�� - �' ,- .�. �;.,r :� :: . .� • �:�:;�� '�: 1 ♦ ..,�,;�� 7 �oY=��.- C I� I��I� I ;i7-,ti: ;�7:� �• ♦ /�I/�;I�,I/ ♦ � :.r_,... ,c% � � .��.I1;;�; ..•.--�.r-�Y, ♦ >,�:�.:,, `=• '�'z, • �� •�� . . � . � . „ 4, • � �!% . � , � • — � • ,• �/ .:.�• , ,: ; • . :,-:s;, . :--.'=_ •r � �. . %'` o � � — �• � ► , �� . � ♦ � 4 � � � � � � � _ • � - -- - � � \ : �• � � � . � \ _ • . \\\ / .. S�RCP � 00 � � o / � � � i �� N �� /�� /o�� . . _ _ _ _ _ _ . . _ _ _ _ _ _ _ _ _ - \`11��i��,/ Cr. . . . . . . . . . . . . . . . . . . . . A �� . _ _ .. ,. _ _ . _ _ _ _ _ _ . _ _ . _ � • 'A � ' �Ni�� _ _ _ • . _ � �� ; � • � d�'�v� � . . . . . .� . . . . . . . . . . . . i�, � J� y.o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ._ �� .3` S32 . . . . . . . . . - . . . . . =� o ��.� � •� . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : . ,`�'Z�� ., . .�P �� . . . . . . _ _ _ _ _ _ - - - - - ►ii�<<�� PROP. DOWN STREAM PRECAST � � � � � � � � � CONCRETE ENDWALL � � � �_�_�_+_+_�_�_� �_� � � PROPOSED CI #9 - - - - " - - - - - V Q STA 11 +25.00 RD STRM . . . . . . � Z STA. OFFSET: 12.00 _ _ _ � J N: 685948.49 � Q 24 LF 18" RCP C� 2.92� � � PROFILE SCALE: HORIZ. 1 "= 20' VERT. 1 "= 2' :� 770 PROP. FINISHED GRADE EXIST. GROUND LINE PROP. PSTREAM PRECAST PROP. DOWN STREAM PR CAST CO CRETE ENDWALL CONCRETE ENDWAL (SEE DETAIL ON C-504 (SEE DETAIL ON C-5 4 FOR DIMENSIONS AND FOR DIMENSIONS AN _ j ELEVATIONS) ELEVATIONS) — 1.00� I j '80 LF 54" RCP � — I / � ��o / � ��o I PROP. FINIS ED GRADE � I m I I p � �� i i /i //� � � � �� \//\/j�/ i i /i /i /i /i /i / /i /i /i /i /i � � � �� /��/��/��/��/��/��/��/��/�� /��/��/��/�� \ \ � / / // //\/j\/j\/j\/j\ //\/\/\/\/\/\/\/\/\/ \/�/�/�/ \ � . �\ ��\��\��\��\��\��\��\��\��\j��\//�\/��\/��\/��\/��\/��\/��\ ��\//��//��//��/ � / / / //////////� jj// ////////////////////\//////�//\ j////T//�////////// //�/\//�/�/ // // // // // ��\��\��\� ��\�\��\��\��\��\��\��\ �\��\��\ ��\��\��\ �\ �\ \ \ / � �� %��%��%��%%��%��%�� ?�%%� % � � � � �� \ //\//\//\ %`�%�%%"% %`%`��` / / �/ �/ �/ �/��/ � ��/�� \�� \�� \ i � \� � \�� \� �� \ ��. , /// /// i /// // /// / /// /// /// /// // /// // ///� �/ / / / / / / / / / / / / / �//�// /�//�/ �// //�//�//�/i� /i�/ / / /, � /� ,�� j�/,�� j�� j ,� ,�� /��/�� / BACKFILL TO BE P ACED INSIDE OF PROP. 5 " RCP 760 760 ��. 0+50 1+00 2+00 3+00 � O � � O � V � Z Q Q 0 O Q � O � Q U 2 � � � z � � z � � U Z Q > � � � � m �}o � o � � � O�� J w W Z o�o pp m� W W J p� z m z� o� z LLj C� o C� cn � m� c� � c� Z � p Q w Q w O � � � 0 U � U � W J LL � � � w � w � _ z � Q � � SHEET NOT FOR CONSTRUCTION FOR REVIEW ONLY NO. DATE BY REVISION DESCRIPTION - \' I � ' I � � � � PROPOSED RIP RAP � / PLAN NOT FOR CONSTRUCTION � I I � � � � DISSIPATER � PROP. TEMP. DIVERSION 2 � � P� •� � � LENGTH: 10 � / LEGEN D FOR REVI EW ON LY (SEE DETAIL EC-4 ON SHEET � � ♦ � WIDTH: 7.50 C-502). MAT WITH NAG SC150 \�I � �� THICKNESS: 9" EROSION CONTROL MATTING WITHIN (7) DAYS OF ACHIEVING 1 CLASS A RIP RAP FINISHED GRADE. ADJUST � � �� DRAINAGE STRUCTURE PROTECTION MATTING AS DITCH IS ADJUSTED � PROP. PERM�NENT DI ERSION � TO GRADE DURING CONSTRUCTION � _--_� �` �MAT ITH NAG SC15 WITHIN � I i I I � ` � �,o �(7) DAYS OF ACHI VING --- TEMPORARY SLOPE DRAIN w/ ROCK INLET PROTECTION PROP. TEMP. DIVERSION 1 I S \ � I O� INISH D GRADE E-�'� ,, __ - TEMPORARY DIVERSION DITCH (SEE DETAIL EC-4 ON SHEET � � \ � � 1 � / � � - � - ` C-502). MAT WITH NAG SC150 �� I � �o� PROP. 18" SLOPE DRAIN. SEE DETAIL EC-1� �� 40 o zo 4o so izo Pp ,� P � �- PERMANENT DIVERSION DITCH WITHIN (7) DAYS OF ACHIEVING � �� p pp `- P� , FINISHED GRADE. ADJUST � \ � I \ o \ � GxaPxic scaLE l iNcx = 4o FEET TEMPORARY SILT FENCE MATTING AS DITCH IS ADJUSTED / � SLOPE MATTING (TYP.) TO GRADE DURING CONSTRUCTION I \ I I � \ � PERMANENT SEEDING � \ ,� MAT SLOPE WITH NAG SC150 P S 1 � \ I � o ' WITHIN 7 DAYS OF ACHIEVING � � � � 1 / � � PROPOSED TREELINE \ � � � \ � `I , FINISHED GRADE � _ ` '� I P s o , WATTLE DITCH PROTECTION � � � � � � � , PROP. TEMP. SKIMMER BASIN #1 � ^ 1 � /'� � MIN. BOTTOM AREA f1980 SQ. FT. x __________ ao^ � � � � / , _ LIMITS OF DISTURBANCE N \ ` , , -o � DEPTH 3.5 BOTTOM ELEV. 773.0 x � � 1 � � -�,�o0 10' WEIR AT ELEV. 776.5 `~ \ \ \ � � � � , ' � `�9�Fo 4" SKIMMER w/ 1.5" ORIFICE �x DIVERSION BERM � s PROP. STRAW WATTLE (TYP.) �� -oa � 3 ROWS BAFFLES (EACH DIRECTION) / SNR TEMPORARY PIPE � `�� (SEE DETAIL EC-23 ON � � (SEE DETAIL EC-27 ON SHEET C-501) o 0 � SHEET C-501) � � � `� � � � � %a`� � _ o w -o » � / ` �� 0 �. P S o PROP. TEMP. PIPE 1: 18 HDPE f180 LF, DISCHARGE TO SKIMMER BASIN. � - I � L , �� ; \ SEE SHEET C 101 FOR STORM IMPROVEMENTS. � � � � �/ ,o � CONTRACTOR SHALL INSTALL TEMPORARY PIPE AND YI #12 AS PART OF x� �o y� Q� � o PERIMETER EROSION CONTROL MEASURES. CONTRACTOR SHALL NOT � '� �� CONNECT PERMANENT PIPE FROM YI #12 TO SWALE B UNTIL 1.) SWALE B \ x -' � ' I �„ �� \ ,o� IMPROVEMENTS INSTALLED AND STABILIZED AND 2.) THE CREEK CROSSING % � �� PIPE HEADWALL IMPROVEMENTS ARE INSTALLED AND STABILIZED. t x/ PROPOSED RIP RAP ,' ` i SWALE B SHALL BE LINED W/ CLASS � � � � ` � �x� DISSIPATER I � i \ PROP. TEMP. PIPE 2: 12" HDPE f97 LF DISCHARGE TO SKIMMER BASIN. LENGTH: 5' i � y� B RIP RAP 22" THICK 'Oo �� S E E S H E E T C- 1 0 1 F O R S T O R M I M P R O V E M E N T S. �� , I '� �� WIDTH: 3.75 � � � (MIN. WIDTH ACROSS CROSS-SECTION iX � V � � � I � x � � CONTRACTOR SHALL UTILIZE IN CONJUNCTION WITH, OR IN PLACE OF, TEMP. THICKNESS: 9" I �� TOP OF LINER 8.0)' x�. \ � ,o �� ;, � DIVERSION 3 AS NECESSARY DURING CONSTRUCTION. CONTRACTOR MAY CLASS A RIP RAP � ��, �', � P S ,,�,/� W , , SKIMMER OUTLET DISSIPATER. � � i REMOVE TEMP. DIVERSION 3 ONCE CI #10, CI #3 AND THE PIPE BETWEEN I ��j � 3'x3' MIN. W/ � �x\ � �'� k THEM ARE IN PLACE. CONTRACTOR SHALL NOT CONNECT PERMANENT PIPE �'� �� ' � CLASS A RIP RAP �� *1 � �� FROM CI #3 TO CI #2 UNTIL 1.) SWALE B IMPROVEMENTS INSTALLED AND � , \ �' I ' i o �� o � I ' � �X STABILIZED AND 2.) THE CREEK CROSSING PIPE/HEADWALL IMPROVEMENTS � ;' %''`<'o \, ', 'I I � PIPE OUTLET SHALL BE LINED W/ I� `��'�� \ l � � �\ �X� ARE INSTALLED AND STABILIZED. "� c � I j� » � ,� � } P S � � \ � X� , : � CLASS B RIP RAP 22 THICK � � � � I (MIN. WIDTH ACROSS CROSS-SECTION s�� } . �� v� � SWALE A SHALL BE LINED W� CLASS B �� : � PROP. TEMP. CONSTRUCTION I i �', �� TOP OF LINER: 8.0') \\ `��'� , �� 790 RIP RAP 22" THICK � ENTRANCE (SEE DETAIL SS-10 � � i-;� PROP. CREEK CROSSING � \ �� (MIN. WIDTH ACROSS CROSS-SECTION \ ON SHEET C-502) I� ��, __ , (SEE DETAIL EC-36 ON f � � - - � i _ _ � � C� TOP OF LINER 8.0) \ � � 'I =-_ SHEET C-502) �. \ �"'��----�� -�-�-�-�...� �--� ---- ` , � I�� , �� ' �, ', PIPE OUTLET SHALL � � � � � � '�� -'�� BE LINED W CLASS \ \ � .` S �y- _ _ - - -�- - - � � ' � � 13+00� 14+ 0 15+00 .> » 16+00 17+00 18+00 19+00 20+00 20+88.08 B RIP RAP 22" THICK 1 �2+0� _ - ' �- - - - - - -� N44 882 $ E -- - -� - - - - � - - -� - - - � - - -- � ~ �_„� U _�� (MIN. WIDTH ACROSS ^ _ CROSS-SECTION � t � � - - \ � - �'. s � ' , � TOP OF LINER: 8.0') o � �-�� ...�� -�-�� ` \ 1,�k0 � �� 1� 2"E%� � PROP. TEMP. DIVERSION 3 � I � <<'��-'�� I +�� (SEE DETAIL EC-4 ON SHEET C-502). DIVERT RON-OFF TOWARD SKIMMER BASIN UNTIL j� �- � / ��`'�:`p%�,�'' . . � N � �� o ` � `r �,.� ,.. .• , � � ROADBED IS STABILIZED. MAT WITH NAG SC150 WITHIN (7) DAYS OF ACHIEVING FINISHED �� °° '°,II okoo � ' � • ,• .' �• .' . • ,• .' . � , a �� GRADE. ADJUST MATTING AS DITCH IS ADJUSTED TO GRADE DURING CONSTRUCTION ` � PROP. TEMP. � � \ . .' . • �' • �. . • (� . • � _ � � �� ' � APPROX. LIMITS OF PROP. PIPE INLET I `� � CONSTRUCTION � ,• . • , . • , . . � � ,��PROP. SILT FENCE ��/ � _ n� `''•� .' .••1,' � f•.' .••.' .� � ( SEE DETAI L EC-1 ON � i/i%%%irii%%%/////rir//ri��i/r!�i��iii�/�/i��ii%ii�ii�ii/,i , � D I STU R B AN CE - PROTECTI ON ( SEE ENTRANCE (SEE o • • 'I. •� • •1' • ' . � • �� f4.20 ACRES PROP. SILT FENCE DETAIL EC-18 ON � DETAIL SS-10 ON r- � � • . • ,� . _• . . � ,• . � SHEET C-502) I N -o ��. •��,• , . , , .�I•�' .� , . . . � � i (SEE DETAIL EC-1 ON SHEET C-502 SHEET C-502) � o � � � AREA OF WETLAND . ' .� • ' .�I•� • ' . ' .' •�� ' � � � � SHEET C-502 � � �' � � DISTURBANCE. SEE � ' � ' •� • ' \ � � ^ ' � � � ) o�� . ..� _. � �` \ NOTE THIS SHEET � • •�' • � 1 � ' CONSTRUCTION SEQUENCE 'J � �`�-��Fo •,.••I.� .� •' l. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF 12. BEGIN SITE GRADING. DIRECT RUNOFF TO THE SEDIMENT TRAP. TEMPORARY DIVERSIONS SHALL BE ADJUSTED TO � Z \ I ',� �' ,' .� • THE "EROSION AND SEDIMENT CONTROL APPROVAL" ISSUED FROM NCDE DEMLR RALEIGH REGIONAL GRADE EACH DAY AS CONSTRUCTION ACTIVITIES PROGRESS. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE o� ,.� . Q � •_' . �• •,' .� • OFFICE. THE APPROVAL NOTICE MUST BE AVAILABLE ON-SITE DURING ALL GRADING AND CONSTRUCTION TO SKIMMER BASIN AT ALL TIMES. o o � � � �� .� � ,� � acTIVIT1Es. �� \ � ,' .••, 13. ONCE SUBGRADE IS REACHED ON THE AREAS TO BE PAVED, PLACE GRAVEL BASE COURSE IMMEDIATELY FOR 2. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE STABILIZATION. � 1 � o I �• LAND-DISTURBING ACTIVITY. THE CONTACT NUMBER IS (919) 791-4200. 14. INSTALL DISSIPATER FOR DRIVEWAY PIPE IMMEDIATELY FOLLOWING PIPE INSTALLATION. 3. MAINTAIN A RAIN GAUGE, RECORDS, PERMIT, AND S&E PLAN ON SITE IN ACCORDANCE WITH APPLICABLE NPDES REQUIREMENTS AND GENERAL STATUTES: NCGO1 11B(1), 15A NCAC 04B .0131. 15. CONTRACTOR SHALL UTILIZE TEMPORARY PIPE #2 IN CONJUNCTION WITH, OR 1N PLACE OF, TEMP. DIVERSION 3 AS NECESSARY DURING CONSTRUCTION. CONTRACTOR MAY REMOVE TEMP. DIVERSION 3 ONCE CI #10, CI #3 AND THE 4. ATTEND PRECONSTRUCTION MEETING WITH THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. PIPE BETWEEN THEM ARE IN PLACE. CONTRACTOR SHALL NOT CONNECT PERMANENT PIPE FROM CI #3 TO CI #2 UNTIL 1.) SWALE B IMPROVEMENTS INSTALLED AND STABILIZED AND 2.) THE CREEK CROSSING PIPE/HEADWALL 5. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. IMPROVEMENTS ARE INSTALLED AND STABILIZED. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE NOT LESS THAN ONCE EVERY WEEK. (. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL RECORDS REQUIRED BY NCDEQ FOR THE 16. SEED/GRASS AND INSTALL EROSION CONTROL MATTING (AS SHOWN ON PLANS) FOR STABILIZATION ON ALL ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. �STALLATION AND MAINTENANCE OF THE SITE EROSION CONTROL. PERIMETER AND 3:1 CUT AND FILL SLOPES ONCE FINISHED GRADE IS REACHED OR WITHIN % CALENDAR DAYS 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET AFTER FINAL GRADE IS ACHIEVED. DEEP AT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A %, CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON PLAN. ALL CONSTRUCTION ACTIVITY SHALL BARR�ER. USE THE TEMPORARY CONSTRUCTION ENTRANCES FOR ENTERING AND EXITING THE SITE. 17. GROUNDCOVER THAT IS SUFFICIENT TO RESTRAIN EROSION MUST BE PLACED ON ALL EXPOSED SLOPES GREATER 3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO THAN 3:1 AND ALL PERIMETER AREAS (INCLUDING DIKES, SWALES, DITCHES AND SLOPES) WITHIN SEVEN (7) DAYS SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE covER. 8. INSTALL PERIMETER SEDIMENT CONTROL FENCE AS SHOWN ON PLANS. ADDITIONAL SEDIMENT FENCE MAY BE OF COMPLETION OF ANY PHASE OF GRADING; PLACE PERMANENT GROLTNDCOVER FOR ALL OTHER DISTURBED REQUIRED BY THE ENGINEER CONTRACTOR SHALL INSTALL SILT FENCE OUTLETS AT ALL LOW POINTS. INSTALL AREAS WITHIN FOURTEEN (14) WORKING DAYS OF FINISHED GRADE. 4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD SILT FENCE ABOVE CREEK CROSSING INSTALLATION WHEN NOT WORKING IN THIS AREA SEE PLAN GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND � � REPaiR oR REP�acE as NECEssaRY. 18. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LENGTH OF THE PROJECT AND LTNTIL 5. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE 9. INSTALL TEMPORARY CREEK CROSSING AS NECESSARY TO INSTALL PERIMETER EROSION CONTROL SITE IS STABILIZED. NPDES CONSTRUCTION STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH MEASURES.SEE DETAIL M77. PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION 19. UPON SITE STABILIZATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR INSPECTION AND CONTROL MEASURERS. 10. INSTALL THE TEMPORARY SKIMMER BASIN AND DIVERSIONS 1,2 & 3. ALSO INSTALL PERMANENT DIVERSION AND CO-ORDINATION OF THE REMOVAL OF TEMPORARY EROSION CONTROL MEASURES. ALL AREAS WHERE EROSION 6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN DISSIPATER PADS. CONTROL MEASURES ARE REMOVED SHALL BE WORKED TO FINISH GRADE AND STABILIZED. ENGINEER SHALL SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING AND APPROVE FILLED-IN TEMPORARY SEDIMENT BASINS. CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES. 11. CONTRACTOR SHALL INSTALL TEMPORARY PIPE #1 AND YI #12 AS PART OF PERIMETER EROSION CONTROL MEASURES. CONTRACTOR SHALL NOT CONNECT PERMANENT PIPE FROM YI #12 TO SWALE B UNTIL 1.) SWALE B 20. USE SILT BAG TO DEWATER ALL SKIMMER SEDIMENT BASINS PRIOR TO FILLING IN OR TRANSITIONING TO IMPROVEMENTS INSTALLED AND STABILIZED AND 2.) THE CREEK CROSSING PIPE/HEADWALL IMPROVEMENTS ARE STORMWATER CONTROL MEASURE. EC MAI NTENANCE PLAN INSTALLED AND STABILIZED. 45 UPDATED MARCH, 20�7 21. ESTIMATED TIME TO STABILIZE THE SITE IS SIX (5) MONTHS. NOTE : ALL S.R.U. UTILITIES SHOWN ARE OBTAINED FROM GIS AND THE LOCATION AND ELEVATIONS ARE TO BE CONSIDERED AS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS. NOTE : EXISTING WETLAND TO BE FLAGGED. ONLY APPROX. 272 SQ.FT. (.006 AC.) OF WETLAND SHALL BE DISTURBED AS SHOWN FOR THE INSTALLATION OF THE PIPE CROSSING. �w�, � � U� �Z� w � � w �Z� � �� w � � N C7 0 N HZ� N M U~� zN � �a O�o � �� N a" �z .� L7 � 0 �� x � �P�z WQ Wa � W � �� C'� �' � �� 0 W� � ��iiiii��,�� C�' A � . . . . . . �,G�ii� ''�A L . \ � d; •'�� ; � �' w:`-' z .' o � �: 3 , 0 .�1 � �z \ ', f . •�P �� rii�<<�`` � Va � z W J � o � � Z Q O� � �'�/ _ O1■1� � � � Q V z � � Z � Q ~ Q z � 0 Q U z O Q> � > � � O � � � ,. � � � m � o � g 3 O�� J w W Z o�o pp m� W W J p� z m z� o� Z w � o � � � m� cn o cn z � p Q w Q w O � � � 0 U � U � z z 0 � � VJ � � J L.L O LI..I L.L W ~ � z VJ O U SHEET - NO. I DATE I BY I REVISION DESCRIPTION J J W � � Q � m � W 2 H H Q � � Q � 0 rn rn 0 N M � 3 a z Q J a �� 0 v 0 � c � .N N � NI O � � C N .� � � O a co 0 � � � � U U Q O U c m 3 0 � v 0 v 0 � � H U W � O � a � 0 N � U � O a` � 0 Y U _ � rn .� 0 NI 0 � � � � � U W 0 � � � 0 N � U � .O a` a Y U _ J w� i i i �i �i �i ii �i�ii�ii�ii�ii�ii��i��i��i��i��i �i �i �i i i i � � r�r�r r r i�i�i�i�i�i�i�r�i�r� U ��i�� i��i��i�� . /�\\// \\//�\/j�\// VARIES � � w � �� 2' MIN. FREEBOARD 2 � 50 R.O.W. �/ �\�// EMBANKMENT � �j ',� a � \� � � \ \�� =1 I 1= ' ' � � 8' SHLDR. 30" 22' 30" 8� SHLDR. INFLOW � �// ,,,� —I �� w STRUCTURE � // EXTEND SKIMMER x , � I' 2" S9.5B ASPHALT 4" 11 9. O C A S P H A L T \ � OUTLET BEYOND OF SILT c� � _ �� PAVEMENT SURFACE PAVEMENT BINDER � �� FENCE Z� _� � CLASS I �� 2% S OL PE f— 1 4" FT � 1 4" FT -- 29' LS ppE 2;1 --- /� ------------------------- - v�.. x RIPRAP ~ Z ��" S,�oP� `.... '� g��PE --- j------------------------- = a ~ N �W U %/��//��//��//��//��//��%/��j� /�j��j��%/��%��%��%��% �%��%��%��%��%��%��%��% �%��%��/ /��/��/��/��% �/ EMERGENCY SPILLW Y � � EXTEND FILTER FABRIC Z � \��\��\��\/\/\/\ ./.�/ /.� /.� /.� /.��/.��/.��/.�/.��//.�//.�//,��/.��/.��/.��/, /.��/.��/.�� /.��/.��/.��/.�� TO I N CLU DE I M PER OU S �� / 6" INTO CHANNEL BANK Z, a � LINER o \ �\ #57 WASHED STONE IN FRONT O�� 8�� CRUSHED AGGREGATE RIPRAP � RIP RAP LEVELING PAD �� 2 � OF CLASS 1 RIPRAP (SEE BELOW) � v BASE COURSE COMPACTED UPPERMOST 12" OF SUBGRADE UNDER SKIMMER W �/� z TO 100% STD. PROCTOR SHALL BE COMPACTED TO \ �� WIDTH AS REQUIRED �/ 1 a y.; 100% STD. PROCTOR CONCRETE CURB & GUTTER �� \�j\ � BY CHANNEL r� (SEE DETAIL ST-15 FOR DIMENSIONS) SEED OR MAT SLOPES �� /// /�� j��j/\ \ ��j//\ � r/� �� OF SKIMMER BASIN � � � �/ 1 �, FOR STABILIZATION �/�/ /�/ /�/�/�/�/ / / � � �� _�'� � x ST TYPICAL ROAD CROSS-SECTION ' � ��j� ; � o �`' (� z 8 WITH CURB & GUTTER BAFFLES TURN SILT FENCE //\\\�\� i/��QPo FACE VIEW W Q INTO DAM SECTION \� � � ��Q�� w � UPDATED MAY, 2018 PLAN ',�� Q� Z w NOT TO SCALE VJ � �� " Q-�J MIN. 5' MIN. � � � � EMERGENCY SPILLWAY TO � INCLUDE IMPERVIOUS LINER Z Q w N PROP DESIGN SURFACE AREA ELEV TO EXISTING GRADE LINER TO EXTEND UP SIDES OF o � m WEIR MIN 12 - TYP. BOTH SIDES BAFFLES TO BE 6�� E M B A N K M E N T WEIR ELEVATION N� Q 6" MIN. FROM DEPTH MIN. 5' WIDE �` � � \� � � � � � � � � HIGHER THAN BASIN TO SPILLWAY WEIR #57 WASHED o z ��/� '� STANDARD CONC. INFLOW DEPTH INDICATED ON 1' MIN. FREEBOARD STONE ON FACE OF >d � �� P_... �i Q CU RB 8c GU TTER STRUCTURE PLAN ELEV. � DAM 2 � � 3 W= � •'' �A L'�� i� WATER G�1 --- � � �� w � �`� � C=L 1 � � � � � 2 W � J� . � �� .\�\ - / R) �a � � o MIN. 1.5 THICK �-, �� w r z: a -c- � SURFACE �� a� �^ c� , ��\ � Q ��\ WATER DEPTH �'C� � � �� o a= ROCK APRON y �. �Q /�/ 2 �/�/�/�� - a �c� .. �:3� 2 ,,�� a /j��jj�jj�j�` � — ACROSS SPILLWAY �� o � � ,.� o �� . � � \��\ w �\��\��\� ' = CARRY LINER DOWN TO j �v�J 0 � ��p � i � ,• '��`� ��\��\�� ------- --- - ----- ----p w---------------- ----- ��/--------- =i EXISTING GRADE (EDGE FLOW � �o � � ��o � �� f � "��P;�� "�/%/�� TC�� r_____________ � - OF DISTURBANCE) a o � � 1111{lll\ � FILTER �i,.//��///��//. /i�/,//.�/i.///��//��//�\. \��\��`�� \ , �\\ CARRY CLASS I � FABRIC ^� ^� ^� ^� `� � ROCK APRON � � a SEDIMENT NKVERT E EVATION A RP OWER TURN EDGES OF � RIPRAP UP SIDE � MIN. OF BANK 8 MIN. FILTER FABRIC (EQUAL TO DAM HT.) a STORAGE DE-WATERING IF POSSIBLE FABRIC DOWN MIN. 12" � � ZONE ZONE INTO GROUND - � � a TAMP AND COMPACT � � RIP RAP LEVELING PAD AL�gL MERGENCY SPILLWAYS SHALL BE � aa o UNDER SKIMMER TO PREVENT LINED IN ACCORDANCE W/ NCDEQ STDS. PLANEFORI�DISCHARGEL SIDE VIEW V Z a av GROUNDING OUT � a � SECTION FABRIC SHALL BE TERRATEX GS - INSTALL PIPING SIZE & LENGTH NOTES: � J Q PER MANUFACTURER'S RECOMMENDATIONS � O a Q a 1. RIRAP AND WASHED STONE SHALL BE CHECKED AFTER EACH RAINFALL � TO ENSURE AGAINST EROSION AND SHALL BE REPAIRED AS REQUIRED. � AFTER SKIMMER IS INSTALLED SEE PLANS FOR WIDTH CONTRACTOR SHALL NOTE SKIMMER 2. SEDIMENT SHALL BE REMOVED WHEN DEPTH OF SEDIMENT REACHES 1/2 � ARM ASSEMBLY SIZE OF ORIFICE INSTALLED W/ A HEIGHT OF DAM. O PERMANENT MARKER - NOTATION TO � _ �� BE VISIBLE OUTSIDE OF BASIN 3. REQUIRES A MIN. OF 3 BAFFLES. � •• � ST CURB TERMINUS � Q � � � �� EC ROCK DAM p 4O N ENCLOSURE UPDATED MARCH, 2017 .. NOT TO SCALE ;; 3 � UPDATED MARCH, 2017 Z NOT TO SCALE � ^ WATER ENTRY UNIT Z � TOP VIEW a Q Z 2' WOODEN STAKES. MINIMUM END CAP PVC ELBOW PVC VENT PIPE SCHEDULE 40 TOP OF BANK � OF 4 DOWNSTREAM STAKES PVC PIPE O AND 2 UPSTREAM STAKES COIR FIBER WATTLE, TEMPORARY BYPASS NOTES U MIN. 12" DIA. WATER SURFACE � PROPOSED SILT I �-n I 1. Install all erosion control measures as shown on Erosion o FENCE �o X EXISTING STREAM Control Plan and in this detail. � � .;; •; I� 2. Construct impervious dike (recommend sand bags or other O �� I easily removable material) on upstream side of existing channel a �� '%''%��''� �%'%�'%'%%� PVC END CAP 'I X and install temporary bypass pump to divert water around � O i�„�i,i,ii i, i i ii ii '�'�''%'�'%''�'' �''�'%'�'� �'%'''�%'"� \\�`� PVC TEE PROPOSED TEMPORARY WORK AREA construction area. All material must be completely removed �'� %�''�'��'�� ' � �' SCHEDULE 40 ORIFICE PLATE PUMP AROUND I following construction. �/ j\/�\/� ,�'%,'';;%�,',',� ��%'�'�'��'� %'��' � „,,, ,,� ,� � �� ,�� , � � \ � �� ,�,,�, ,,�, ,,��, �,'i��;��,'�� /�/�/ 2 X2 X2 WOODEN STAKES PVC PIPE X � 3. Construct impervious dike (recommend sand bags or other � \�\�� \�� / �/��/��/��/ W/ MIN. OF 4 DOWNSTREAM PVC PIPE �" HOLES � ''%�''i�'%'�'%��'� �%%�''�i%%%'�'%' '�''�'�� IN UNDERSIDE PVC TEE � I � easily removable material) on downstream side of existing � �� / STAKES AND 2 UPSTREAM ii��i�� i�i�� i�%�i�i ii�i��i��i �� , , ,, ,, ,��,�� %��%��' � � � � \ channel to prevent backing up of stream water into the � , � � ,,�i�,,�;i�;;ii,�,i'�',,�i�'; %,�i'i'' � � � \�•' STAKES ANGLED TO HOLD i � X IMPERVIOUS DIKE '/ �\ � ��%�� \��\��\�/� COIR LOG IN PLACE P TO BE INSTALLED � construction area. �'''''�''��'� �� 4. Dewater the construction area usin another tem orar um `/��/�� '�'%i'�ii'i�''// ��. IN CHANNEL 9 P Y P P ��j�� j\� \ and discharge water into a dewatering basin until sediment has /��/� x X settled and water can be discharged back into stream. ��\� � � Dewatering basin must be outside of any restricted buffer areas, �/�/�/i�//�/ RIP RAP LEVELING PAD FLEXIBLE HOSE \ use wattles instead of earth berm if reasonable. UNDER SKIMMER TO PREVENT X X 5. Begin construction of cross-culvert. Contractor shall inspect °' I N S T A L L M A T T I N G I N D I T C H U N D E R W A T n E. ��" (�) GROUNDING OUT ' P R O P O S E D S I L T I o �X� sys tem dai ly be fore beginning any cons truc tion. No cons truc tion N m � MIN. 6' UPSTREAM AND 2' DOWNSTREAM X X X �% I � FENCE I shall continue if system is not fully operational. �� p � MATTING SHALL BE: NORTH AMERICAN GREEN �-�"� 6. Any wash material removed from bypass area should be �� g �� J C125, AMERICAN EXCELSIOR EROSION CONTROL � n �� stoned outside the flood zone or regulated buffer area until o�� J w w Q BLANKET OR EQUAL. SEE OTHER DETAILS FOR \�� \�� ;�i � I construction is complete. ao � m�>> w MATTING. / �� BOTTOM SURFACE o ,i i�i I 7. Upon completion of culvert construction, remove bypass � m p w w � �� ` � ;; ;i system within (2) two calendar days. • • � w � � � I v � �' " 8. Stabilize all areas disturbed durin construction. Stream bed O Z m Z� o WATTLE SECTION END VIEW FRONT VIEW ;I :�� I and banks must be returned to re9construction conditions. Z w � o�� ii I ii 9. Contractor shall receive prior approval from engineer if 00 Q w Q w O STAKE DETAILS 9 � o ;; •;i choosin to use another method in lieu of b ass channel. � 0 � U � U °r° EC TEMPORARY SKIMMER BASIN ;! � �� \/ 2' WOODEN STAKES. '' I;i I INSTALL MATTING IN DITCH UNDER WATTLE. ��W� MINIMUM OF 2 UPSTREAM 27 UPDATED MARCH, 2017 X � � MIN. 6� UPSTREAM AND 2' DOWNSTREAM. ��' w/ STAKES EVENLY SPACED NOT TO SCALE -f -L_ x�X�X I SEE OTHER DETAILS FOR MATTING. \/�� / BETWEEN DOWNSTREAM STAKES I � I � V/� I , Vl� X � `�, V X Q � �/ PROPOSED PIPE I I PUMP I � � PROPOSED X X I ROADWAY 1 � 1 �,�/ '�� I � DEVICEERING �Q �, � � ��G I� ;;;,, y x � � ��G ��G �, � �� %�� I w ,,,,, I\\/-�\/ �// \/�� i��%��i �/ COIR FIBER WATTLE, � �"�' �11� `/ " `�/i�1/i `/� ��/��iiii�ii � MIN. 12" DIA. X / � � � � � // /// � X �/ V � ///// / / /// \ 1' � �i� ��ii�%/�/��/�i/� /%ii/�/�/ �i/��i/ ��/�% ; � J / ,L� �,� /•L ��i�i� iii��i i�i�i�i� �� `�' � W .L r V �11� //// /// I' �I�V� �� I �/ / V V �,v�`' IMPERVIOUS DIKE � Q I��'I , i� ENERGY X X DITCH FLOW I��/ V �� DISSIPATOR I� / � � w �� r X :� � , Q � �� ,�, PROPOSED SILT I FENCE I Q PROPOSED SILT z FENCE � 2'X2"X2" WOODEN STAKES. MINIMUM OF 4 DOWNSTREAM � STAKES EVENLY SPACED M TEMPORARY STREAM BYPASS N OTES: � UPDATED MARCH, 2017 1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES NOT TO SCALE 2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES S H E ET EC WATTLE DITCH PROTECTION 23 UPDATED MARCH, 2017 NOT FOR CONSTRUCTION NOTTOSCALE FOR REVIEW ONLY — NO. DATE BY REVISION DESCRIPTION rn .� 0 NI O � � � � � U W 0 � � � 0 N � U � .O a` � a U _ J �w�, PIPE OUTLET TO FLAT AREA— PIPE OUTLET TO WELL—DEFINED CHANNEL o NO WELL DEFINED CHANNEL U U � � Z � No PLACE SLOPE DRAINS ON UNDISTURBED � �° � w SOIL OR WELL COMPACTED FILL AT 200' A B B � �I Z a INTERVALS ALONG NEW FILL SLOPE DURING CONSTRUCTION. \��/�//� y//\\//\//\\//\//\,\ � �"� � SECURE PIPE TO SLOPE USING �\� \� \� \� \� \� \� \� \� \� \�' � �'`� o �+ w CLASS B % �/ �/ �/ �/ �/ �/ �/i.�/i.�/i.�/i�/ �i "TEEPEE" STAKING OR OTHER 2� THIE D VERSION ED KEC TOWARD OUTLET.DER RIP� RAP // \�j j�/j�/j� jj�j�STABILIZED� /j�/j�j//\�� o ' N APPROVED METHOD ,� �\ �\ �\ �\ \ �\ �\ �\ �\:GROUND �\ �\ �\� (� o �� j////////////// j////////////.�//.�//.�//.�//�/////// RIP—RAP � TEMP❑RARY GRAVE� C❑NSTRUCTI❑N ENTRANCE/EXIT 3 CONNECTONS ARE WATERTI�GHTN ��\�\/��\��\\�\\/\\\\\\\\�\\��\\��\��\�\��\/��\��\��\ L L PLAN ~ Z� C T I R E S C R U B B E R) \��%�%�%i%� i� �� i��%�%�%�%� i� N CORRUGATED PIPE DIAMETER 4 MAKEC ECESSARY R PAIRS. FALL AND ��/��/��/j��/j��/j��/� � \\��\�� jPE\IN\VERT, 36�� MAX. �� AN D FOOTAGE AS SH OWN \�/j��/��/j��/��/j��/j ��//��i/��i/��i/��i/�� P LA N � Z, a ON PLANS 5. REFERENCE NCDEQ LAND QUALITY i�/j�/j�/j�/j�/j� � O � ��/j�/��/j�/j�i� �.� P�j SECTION DESIGN MANUAL: 6.32. ��/��/��/��/��/ � � '�%�/��/��/� ° O � � ��\�/�\�/�\�/�\��\�� \�/�\�/�\��\��\ N � y/\//\//\//\//\/ � �//��/��/��/� ; L v � v � � SECTI ON AA i��i��i��i��i�� i��i��i��i��i a+ z �I � �OP �'%�'%�'%�'%�'� � '%�'%�'%�'%� ° � • � � o //\//\//\//\//\ FLOW /\//\//\//\/ � Q � C o �� TEMPORARY FILL � ��\��\��\��\� � � � O � ��\��\� . , � , �/ � � � / / / ! L� � �, S BERM B //�//�//�//�//� O � � / //�//�//�/ �/�/\�\� \�\ \�\� � ` " �\�\�\�\ � �� (� p OVER TEE ��\��\��\��\� � �\��\��\��\� ��%�/j��/%///� ,//��/ %/��//��// //��//��//�/��i � � � Q ZS ''�I %//�//�//�// �//�//�//�//�' \/�\/�\/�\ �\ �\ \ �\ �\ \ \��\��\��\��\�� Z x � � TEE '��/��/��/��/�� /��/��/��/�� ./\ i\/\�\/\ �. /,\/\�\ . /i�/i�/i�/i�/i i�� \��\��\��\��\ � O \��\��\��\�� INSTALL FILTER INSTALL FILTER � O��O � � TOP OF HAND—COMPACTED � � � � � � � � � � � � � � = �� /��/��/��/ FABRIC � �i z �p0 � � o 0 0� FILL (ISLAND �� 7 ��i��i��i��i�� O i��i��i��i��r SECTION A-A FABRIC SECTION B-B W (�,o o p`� � � i��i��i��i��i�� O i�� W z 0 Q� � �� O �� 0 0 0� � �� i��i��i�ii��i� o O i��i��i�ii��i� Q � � � � �� R w '� 0 0 � � / i� i�j!\/�\/�\/�\/�\/�\ �/�\/�\/�\/�\/ �' o � 4� M � � = �L1 /�% �% �% �% �% �% �% �/ / �/ �%/�%/�% �%�\ w �{ � � \ \ \ \ \ \ \ \ \ \ \ \ \ Z O O 1' MIN. � I 0.5 MIN. � � �O / / / / / / / / / / / / / /�/ D D � � , � � \�\��\��\��\��\��\��\��\��\�• \ \ \ \�/��/��/��/��/��/� � F \//\//\//\//\//\//\//\//\// \//\//\//\//\//\//\//\//\//� � ��\��\��\��\��\��\��\��\��\ \�/� /� /� /� /� /� /��/��, d 6` MIN, INLET �///�//�//�//�//�//�//�//��% FILTER BERM NC �// o o _ � �� 1.5' MIN. \i��\////////////////////// DOT #5 OR #57 i� I Z� PS �� \� � � \� SWALE TO INLET � �� WASHED STONE � �� '� �\i�\. �///////%%%�/i � Cn i i / %%%%%%%%/�� — _ w � N�CD❑TE#5G❑RE#57E FL ��. `' -./ �///// i i i i i� M ---- I N F,�' ��' ------ J--�------- B ��/i\//�\//�\/�\��\ �� ' � WASHED ST❑NE \� .LO � ----- N❑TES� SECTION B-B PLAN VIEW 3 ,�� i► � ��i,� � T-SECTI ON �� P- . . � � �ti;',,� 1, C❑NTRACT❑R SHALL C❑NSTRUCT TIRE SCRUBBER AT ENTRANCE ❑� IVERSION CHANNEL PLAN VIEW PLAN •�' A� •� EACH CONSTRUCTIDN R❑AD ENTRANCE TD STATE AND/OR CITY PLAN � � � J� d��:o� R❑AD, NCD❑T #5 ❑R #57 WASHED ST❑NE SHALL BE USED, PAD ATURAL GROUND 4� OVER�TEE Y FILL STABILIZED GROUN ,�" `� ' � �' z: SHALL BE 50 FEET L❑NG CMINIMUM) BY 20 FEET WIDE CMINIMUM) BERM MIN. a � w P ." SEDIMENT STORAG RIP—RAP HEADWALL 1' MIN. -� o ��s�� BY 6 INCHES DEEP CMINIMUM)� � HEIGHT FROM ROAD SHOULDER L d �'. ��,r�\� 2, PR❑VIDE TURNING RADIUS SUFFICIENT T❑ ACC❑MM❑DATE LARGE A �� s" MIN � �' �_ 3' _ � a -f '"�P,�� CTANDUM) TRUCKS, � � �.�� —I � % // �/ �/ �/ /� / / � ' �/ �/ �/ i 11I I{��1� \ \ \ / /�/�/�/� /\/ / / ` / / / / SURFACE PIPE NON—PERFORATED �/ �/�� F�O � �\�� \�/\ j\�%\�/\ /\�% �\�%\�j /�/ W p /�\/ �//; //�/i�//, ��//� / / / / / / / i 3, L❑CATE ENTRANCES IN �RDER T❑ PR❑VIDE MAXIMUM CORRUGATED PLASTIC PIPE(S) ///j,/i, i/��//�� \� � �//�// �� /��/.�/ •/i• � \ _ INSTALL FILTER ..�\ �\,�\.�\..Z.�\.�\r�\ �\ .\�i\�i�\•, r\\��\. ACCESSIBILITY BY ALL C❑NSTRUCTI�N VEHICLES, EXTEND PIPE TO THE END OF ,/� f ✓,��j 2' � ,�j EACH DAYS FILL WORK. SECURE \�� E :�\��\��\� \ 0 �\� \� FABRIC INSTALL FILTER � �� /�� INLE �/j�/j�/j�/j� � � � O PIPE INVERT\//�//�// SECTION C—C FABRIC SECTION D-D 4, C❑NTRACT❑R SHALL MAINTAIN TIRE SCRUBBERS IN SUCH PIPE TO SLOPE (SEE SEC. A—A) �� y,��j/��j,��j,��j,�� , � — ��j� No�s CONDITI❑N THAT TRUCKS ARE PREVENTED FROM TRACKING MUD �/� �� •5' �� ' ��%��%��%��%��%��% �/��%��% \�\\�\\�\\�\\�\\�\\�\\�\ \\��\CLASS B�%\��%\��%\��%�%\��%\��%\��% 1. La IS THE LENGTH OF THE RIPRAP APRON � ❑NT❑ STREETS, T❑PDRESS "TIRE SCRUBBERS" PERI❑DICALLY AS � , /�.� � �� , �� 5 OR #57��\ � � � � � � � 18 MIN �{ 5� ///// A �/j�/j�/j�/j�/j�/j�// //�/j�/ �/j�/j�/j�/j�/j�/j WASHED STONE%//�/j�/j �RIP—RAP \/�/j�/j�/j�/j�/j�/j�/j 2, d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6��. z N E E D E D, I M I N. //��\. //��j/��j/��j/��j/��j/� /�//��j/��j/�//��j/��j/��j/��j/��j/��j/��//�`//�`//\�j/\�j/\�j/\�j/��j/��j/��j/��j/��j/��j/��j/��j/��j/��j/��j/��j/��j/� 3. I N A WELL—DEFIN ED CH ANN EL EXTEND TH E APRON U P TH E CH AN N EL BAN KS TO AN ELEVATI ON OF 6" ABOVE TH E � J „ „ � \�� MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. S� L❑CATE TEMP❑RARY TIRE SCRUBBER PADS ❑N BOTH SIDES ❑� �i� �� 4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. C❑NSTRUCTI❑N R❑ADWAYS WHERE THAT CR❑SS STATE AND/❑R CITY �/�/�� i��i� / FLOOD STORAG 0 �/� ��/� /�/� SECTION VIEW 5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41. � � R❑ADS� 4 COMPACTED SOIL FILL PLAN SYMBOL � 6, REM❑VE TEMP❑RARY ENTRANCE/EXIT AFTER AREA HAS BEEN CLASS B RIPRAP (LEVE MSECTION) RIPRAP APRON SIZING U OUTLET PIPE INLET PROTECTION O STABILIZED, EC OUTLET PIPE DIAMETER 3 x Do APRON LENGTH APRON WIDTH RIPRAP SIZE � No. (Do) (La) (W=Do+La) (d50xTHICKNESS) _ CITY �F SALISBURY, N,C, STANDARD DETAIL DATE; �CT�BER 17, 2006 � 8 UPDATED MARCH, 2017 � N T T a T E M P O RA RY S L O P E D RA I N NOT TO SCALE ALL PIPES x� X� x� X� x�� O � GENERAL CONSTRUCTI�N 0 0 SC LE EC a � C�NSTRUCTI�N ENTRANCE STANDARD ss-�o 12 UPDATED MARCH, 2017 EC PIPE OUTLET PROTECTION V 7 NOT TO SCALE L 17 UPDATED MARCH, 2017 � ^ NOT TO SCALE Z � Q � 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE � Z (MIN. 14 GAUGE 6 X6 WIRE) � 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 2' MIN. COMPACTED FILL 6" FREEBOARD Q � -v �, .. v � � z > J �� O � ,,,�,,,,,,,,,,, a 5 STEEL POST � ��/j�/j�/j�/j�/j� (MIN. 1.25 LB/LF) � � �� O INSTALL 19GA ` � ` a � � � J pQF'pQF' ��/�� / / O PLASTIC OR HARDWARE CLOTH �� 5�' S�' �/��/ /��/��/��/��/��/ �/��/� �/��/� � WIRE TIES AND STONE � °� �' � � � � � � � � � � � �\ � .��\��'J /��/��/�� /��/��/��/��/�� /��/�� /��/��/ � WIRE a a DROP INLET a I �, �c�. ��/�� j�\�j/�j��j/�j �j��j/�j��j/�j��j��j%�\ FENCE NC DOT #5 OR #57 � I �\\��%��%� ��\��\��\�\. EXISTING WASHED STONE ° � /��/� /��/��/��/��/�� GRADE ` `> d ^ < �� '� /��/��\/�� \ a a � ` � 6(TYP.) rn � --------� - � � � a � o � N m "� ��\�/i� �/�\�/�\�/ /\\%\\�/\\�/\\%\\%\\�/\\�/\\ .�i\��\ 4' MAX. SEPARATIO � a� � w w Q _ � \�\��\� �\�\�\��\�\�\��\ _ � � � - N \\ \ \\ ��\ �\\ \ \\ ��\ �\ EXISTING OF POSTS O � � J � a�0 pp m� W W w � GROUND � .. w � } � � �i � o= p'-` z m z� o � U � Z�j j C� p C� (n � �aw �Q� EC PERMANENT DIVERSION DITCH m~� o� z � W o Q w Q w o � �� PLAN UPDATED MARCH, 2017 � o o U o U � 00 0 SECTION VIEW WIRE NOT TO SCALE FENCE 19 GA. HARDWARE 5' LONG HEAVY DUTY STEEL "� � CLOTH WITH Ya" MESH T—POSTS SET 24" MIN. INTO � FILTER OPENINGS GROUND (MAX. 4' SPACING) � FABRIC N0. 57 WASHED STONE � EXISTING STEEL GROUND 2 EXCAVATED AREA ` � FOR SEDIMENT ' t ' POST BACKFILL TRENCH N � GROUND STORAGE AND COMPACT � W THOROUGHLY ,� � ` �� ` F � � � ��\ /\/// �\i � ° OPENING v � �/� , •� �\ � � T 2' MIN. a �` 5 t f W � \��i, \//��/ ' //�� \/ UPSLOPE �j a CATCH BASIN � �// 32�� COMPACTED FILL � //j�/ ///�/ � — '� j�\� �� (DISTURBE� AREA) FILTER FABRIC / / ��%��!��/��! �� z L�w � \ �`�`� � � F N \� \� �\�\��\��\��\��\�\�\ \ � -� /\/ � ��j \j �� \/\\/\\/\\/ \/\\/\\/\\/\\/\ \\ � /\\/�\ \� �� NOTES: 1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH /��/�\�/�� \�/��/�\�/�\�/��/� /��/�� /�\�/�\�/� � �� APPROVED FASTENERS. �� 1. FILTER BARRIERS SHALL BE INSPECTED \��\��\ \��\��\��\��\�� \�� \� � � � � � � �� \� IMMEDIATELY AFTER EACH RAINFALL AND 2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN ��i,�/j�/j�/��/��/�/��/��/��/��/��/\�/��/ � DAILY DURING PROLONGED RAINFALL. � � � � � � � � � � �� REPAIR SHALL BE MADE AS NECESSARY. AND REPAIRED AS REQUIRED. ��\�j�\/� /�/////�//�\//�\j\�� Z 2. FABRIC SHALL BE REPLACED PROMPTLY 3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT ,�\��\�,�\�� Q IF FOUND TO BE IN DISREPAIR. OF BARRIER. 6' (TYP.) � SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT) 4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F. 3. SEDIMENT DEPOSITS SHALL BE REMOVED C%� <2% 100 10,000 AFTER EACH STORM EVENT AND WHEN 5. REF: NCDENR 6.51. N OT F O R C O N ST R U CT I O N 2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3 5 TO 10% 50 5,000 HEIGHT OF BARRIER. ,a To 20% 25 2,50o FOR REVIEW ONLY >20� 15 1,500 4. REFERENCE NCDEQ LAND QUALITY S H E ET SECTION DESIGN MANUAL: 6.62. EC SILT FENCE PLAN EC INLET PROTECTION EC TEMPORARY DIVERSION DITCH SYMBOL � � 4 UPDATED MARCH, 2017 4 UPDATED MARCH, 2017 UPDATED MARCH, 2017 NOT TO SCALE NOT TO SCALE NOT TO SCALE NO. DATE BY REVISION DESCRIPTION J J W � � m w _ � a � � Q 0 � � 0 N M � .� 0 NI O � � � .� � 0 a � 0 � � � U a 0 U c � 3 0 � � 0 � 0 � � � U W � O � d � 0 N � U � .O a` � a U _ J N OTES: STATEM EN T 0� PERM T AN D CONTRACTOR RESPONS B � T ES 1 2. � PROJECT SITE CONTAINS JURISDICTIOANL WATERS OF THE U.S (WOTUS). PROJECT INVOLVES IMPACTS TO WOTUS IN SEVERAL LOCATIONS. PROPOSED IMPACTS TO WOTUS ARE REGULATED BY THE CLEAN WATER ACT SECTIONS 404 AND 401. 4. PERMITS HAVE BEEN OBTAINED TO AUTHORIZE THE PROPOSED IMPACTS TO WOTUS AND ARE SUBJECT TO THE TERMS AND CONDITIONS OF THE PERMITS. 5. CWA 404/401 PERMIT REQUIREMENTS, TERMS, AND CONDITIONS ARE SUMMARIZED ON THIS SHEET ALONG WITH VARIOUS ASSOCIATED DETAILS AND SPECI�ICATIONS. 6. A COPY OF THE PERMITS HAVE BEEN PROVIDED TO THE CONTRACTOR AT THE PRE—CONSTRUCTION MEETING. THE CONTRACTOR IS RESPONSIBLE FOR READING THE PERMITS, PLANS AND SPECIFICATIONS, AND UNDERSTANDING HIS/HER RESPONSIBILITIES UNDER THE PERMITS, WHICH INCLUDE BUT ARE NOT LIMITED T0: A) COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO CONTRACTED CONSTRUCTION ACTIVITIES BOTH ON—SITE AND OFF—SITE, IF OFF—SITE AREAS ARE USED FOR PROJECT RELATED PURPOSES (EG: ACCESS, LAYDOWN, STAGING, BORROW, WASTE, ETC.) B) CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY STAGING AREAS, STOCKPILE AREAS, ACCESS ROUTES NOT SHOWN ON CONSTRUCTION PLANS PRIOR TO ANY DISTURBANCE IN THOSE AREAS. C) COMMUNICATION OF PERMIT COMPLIANCE RESPONSIBILITIES TO SUBCONTRACTORS WORKING ON THE PROJECT. D) COORDINATION WITH PROJECT ENGINEER REGARDING PERMIT COMPLIANCE RELATED ISSUES AND QUESTIONS. E) IMMEDIATE REPORTING TO PROJECT ENGINEER OR OWNER OF ANY VIOLATION OR SUSPECTED VIO�ATION OF PERMIT CONDITIONS. F) A COPY OF ALL PERMITS AND CONDITIONS SHOU�D BE MADE AVAI�AB�E AT THE PROJECT SITE DURING CONSTRUCTION AND MAINTENANCE ACTIVITIES. TOP OF SLOPE FULLY BIODEGRADABLE COIR MATTING SEEDED WITH NATIVE NC RIPARIAN SEED MIX. NORMAL WATER SURFACE ELEVATION v �� SECTION VIEW NOTES: 1. ALL DISTURBED STREAM BED AND BANKS TO BE RETURNED TO ORIGINAL CONTOURS AND ELEVATIONS. �►�e�yr��:�:��y�:�s_��■:��[��:3s:�_�y.��■��y��[e��:�[e��►_��►_��:�►_�� 3. DISTURBED STREAM BANKS TO BE STABILIZED WITH COIR MATTING AND NATIVE SEEDING. 4. INSTALL FULLY BIODEGRADEABLE COIR MATTING (NO BACKING) ON ALL DISTURBED AREAS OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON—DISTURBED AREAS. DO NOT MAT CREEK BOTTOM. STREAM BANK STABILIZATION NOT TO SCALE NATIVE PLANT SEEDING MIX FOR STREAMBANK STABILIZATION SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, NATIVE WETLAND GRASSES, PLANTS AND TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWIING: GRASSES — BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH AUGUST THRU MAY — GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH MAY 1 THRU AUGUST — MILLET (PENNISETUM GLLAUCUM) 25 LBS/ACRE EACH WETLAND GRASSES — HOP SEDGE (CAREX LUPULINA), BLUNT BROOM SEDGE (CAREX SCOPARIA), FOX SEDGE (CAREX VULPINOIDEA), DEERTONGE (PANICUM CLANDESTINUM), EASTERN BUR REED (SPARGANIUM AMERICANUM), SOFT RUSH (JUNCUS EFFUSUS). TREES — SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZE� ALDER (ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS) NATIVE P�ANT MIX VARIATIONS SHA�L BE APPROVED BY ENGINEER NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. N OTES: N CDEQ GEN ERA� CON STRU CT ON CON D T ON S 1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS STREAMS TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED 50' WIDE FOR GAS UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY LINES. EXCEPTIONS TO THIS CONDITION WILL REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. FOR CONSTRUCTION CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS, STUMPS SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS SHALL BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED. 2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES AND 20' WIDE FOR AL� OTHER UTI�ITY LINES EXCEPT AT MANHO�E LOCATIONS. 15' X 15' PERPENDICULAR VEHICLE TURN—AROUNDS ARE ALLOWED IN ACCESS CORRIDORS BUT MUST BE SPACED AT LEAST 500' APART. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. 3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS. ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. THE MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS ALONG UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST EXTENT PRACTICAB�E DURING EXCAVATION. THE SOILS SHAL� BE P�ACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL EXCAVATED FROM UTILITY TRENCHES SHALL BE PI�ED SEPARATE�Y �ROM SUBSOILS AND BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND COMPACTED. 4. NO WASTE, SPOIL, SOLIDS, OR �ILL OF ANY KIND CAN OCCUR IN WETLANDS OR WATERS BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING TEMPORARY IMPACTS) OR BEYOND THE PERMITTED THRESHOLDS WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER. NO REMOVAL 0� VEGETATION OR OTHER IMPACTS OF ANY KIND CAN OCCUR TO STATE REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT 0� IMPACTS APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES. 5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CONSTRUCTION SITES, BORROW SITES, AND WASTE PILE (SPOIL) SITES, INCLUDING CONTRACTOR OWNED OR LEASED BORROW PITS ASSOCIATED WITH THE PROJECT. SUFFICIENT MATERIALS REQUIRED FOR STABILIZATION AND/OR REPAIR OF EROSION CONTRO� MEASURES AND STORMWATER ROUTING AND TREATMENT SHALL BE ON—SITE AT ALL TIMES. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR PERMANENT IMPACTS AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. 7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. 8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCG010000) IS REQUIRED FOR CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. THE NCG010000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED DURING LAND DISTURBING CONSTRUCTION ACTIVITIES AS STIPULATED IN THE CONDITIONS OF THE PERMIT. IF THE PROJECT IS COVERED BY THE PERMITS, FULL COMPLIANCE WITH PERMIT CONDITIONS INCLUDING THE EROSION AND SEDIMENTATION CONTROL PLAN, INSPECTIONS AND MAINTENANCE, SELF—MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS REQUIRED. 9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. APPROVED BEST MANAGEMENT PRACTICES FROM THE MOST CURRENT VERSION OF THE NC SEDIMENT AND EROSION CONTROL MANUAL, OR THE NC DOT CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. 10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING LOW �LOWS. THE DIMENSION, PATTERN, AND PROFILE OF THE STREAM ABOVE AND BELOW A PIPE OR CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY. 11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION WITHIN DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER FEDERAL, STATE AND LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL BE ACCOMPLISHED IN A MANNER THAT MINIMIZES THE RISK OF CONTACT BETWEEN THE FERTILIZER AND SURFACE WATERS. 12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY MEASURES SHALL BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED OR CURING CONCRETE AND WATERS OF THE US. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE SHALL NOT BE DISCHARGED TO WATERS OF THE US. 13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE REMOVED AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS SHALL BE RETURNED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS SECTIONAL DIMENSIONS, PLANFORM PATTERN, AND �ONGITUDINAL BED PROFILE. AL� TEMPORARY IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION. 14. AL� PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP—RAP PADS ETC. IN STREAMS SHALL BE INSTALLED AS OUT�INED IN THE MOST RECENT EDITION OF THE NC SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL OR THE NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT TO RESTRICT STREAM FLOW OR CAUSE DIS—EQUILIBRIUM DURING USE OF THIS CERTIFICATION. 15. ANY RIP—RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR RESTORATION 0� TEMPORARILY DISTURBED AREAS SHAL� BE RESTRICTED TO THE AREA DIRECTLY IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. AL� RIP—RAP SHALL BE P�ACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAM BANK CONTOURS ARE RESTORED AND MAINTAINED, NOT RESULT IN THE DE—STABILIZATION OF STREAM BED OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT AQU ATI C LI FE PASSAGE. 16. ANY RIP—RAP USED FOR STREAM OR SHORELINE STABILIZATION SHA�L BE OF SIZE AND DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR STREAM FLOWS, AND WI�L CONSIST OF CLEAN ROCK OR MASONRY MATERIAL. RIP—RAP SHALL NOT BE INSTALLED IN THE STREAMBED EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY CONTROL AND TO ENSURE STRUCTURAL INTEGRITY OF BANK STABILIZATION MEASURES. 17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED, FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND MAINTENANCE PERFORMED IN A MANNER TO PREVENT CONTAMINATION OF STREAM WATER FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. 18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE. 19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY PETROLEUM SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS OF SIZE THAT OCCURS WITHIN 100—FEET OF SURFACE WATER; AND ANY PETROLEUM SPILL �ESS THAN 25 GAL�ONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS. NOT FOR CONSTRUCTION FOR REVIEW ONLY NO. I DATE I BY REVISION DESCRIPTION ;; �� .i c Y� =�, � �w�, � � vU �z� W � � w r Z � r-� a �� w C7 � 0 N HZ� N M U~� � ° �a O�o � �� N a" �z . � C'� � 0 �� x � �P�z WQ Wa �� W � �� C'� � � �� 0 W� � ��iii�i��,� � P �i � � ,A L . ,��'�' d�� y:o � u' z . W P , L7 0 � � �--� � �� ' ' ��P,,�`� �1111i{l�l� � V � � � � � O � � O � V � � � � 0 O a � O � � 0 N � � o a � � O � � J w W °r° m m � w w 0 . � w } � � o ZmZ� z w c� o c� cn p Q w Q w O � 0 � U � U � J Q � w � w � � � li Q � z Q � � Q Z J 0 � Q U 2 H � � z � � Z � � U Z Q > � � � � � v� J H w 0 �' 0 v 0 � � SHEET — �w�, � � vU �z� W � �W • �iz� TWD 1" DIA, HOLES F�R '� � I T,9� � UNSEALED MANH�LES PIPE � w c� • � � • N �� , „ ❑,D, , „ o F�c- � S„ I T�P 6 � 7��L �Tt�N�ARI� 1-0 1-0 T�P 6, 100% STANDARD � N W 1k16' � $ , P'R'pGT pf� PROCT�R �"� Z N DETAIL 1 � MIN, MIN, � � � o 0 0 0 0 0 _ COMPACTED BACKFILL - IN 6" r 1 Z� TOP �F COVER �� o 0 0 0 0 0 � w � � � v x =1 I LAYERS 95% STANDARD 0 0 0 0 0 0 � �� '1= 111= PR�CTOR Z�" 0 0 0 0 0 0 ; , � \ —�-I-1 I I- MINIMUM AVERAGE WEIGHT � � o 0 0 0 0 0 � � � ,�j � COM�ACTED � �LD�E OR -III � � —I 0 � � COVER 120 lbs� ° ° ° ° ° ° , , � � �=1 ° ° ° ° ° ° `'' � � �� L�1'LE�� NOR�N�, PER 'll— � 11=� SLOPE OR SHORING PER OSHA ''� � FRAME 190 lbs, • � UNIT 310 lbs, �•R 3,� � 1• o � J �� 9�f. �T�NDA�D �� H� �Illii � 1=� a z 1" 84 � � w � � FI�OGT01� � � • � 1�R 4„ � � � � �� TOP �F ROCK (,� o A •�' A � 0 � c� � r `�� / N0,67 STONE �� x BOTTOM �F COVER O 0 � o o �� .�� 1/ 4 P I P E D, D, '—' � 0 0 � _ _ BELOW PIPE CMIN, 6") �� z 8" �� AND MIN. �F 6" W z �� O A O cu c� �' � �VER T�P �F PIPE W a ♦ O � z� , � 0 ,� �, � W �� `�'�� ;'I� CLEAN BAC.fCF]LL `D � �—+ � ."'� �N� Mr�TERI�L o � N�TES� A LAI�GER THAN �'� � a` 1, DIMENSI�NS MAY VARY P L A N 12" � o SLIGHTLY, BUT MANH�LE B�LT H�LE 1�� RING AND COVER ARE � 8 }�� ' N�'�p �� T Y P E I I I�� W� TO BE INTERCHANGEABLE i E�tC��lAT]pN WITH DIMENSI�NS SH�WN, � T�� rl �# ,� NOTES� L �� 11111l1/�� 25�, "',� ��N l, F�R USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE p, � ii, 2, HEAVY DUTY CAST IR�N, �' MINIM�M AND WHEN C�NDITI�NS �F PD�R �R SATURATED SDIL OR ROCK ARE � �'•'y�''� ASTM 48-76 CLASS 35 23�' � � •' � A L •,� � MUST BE USA MADE ^+� 4� �� PRESENT, REGARDLESS �F PIPE MATERIAL, �� J� �•:o� 1 wr z:r� 3, SEALED MANHOLES SHALL �3�Y 5" T� 8" WALL ]. �� USE 1�]TN ALL b]F, I��.F AN� �C� IJNLESS CON�]T]pNS pF �ppl� pl� SATUl��STE� 2, TRENCH SIDE SL�PES SHALL BE IN ACC�RDANCE WITH OSHA REQUIREMENTS, 'y �. �; SO]L 0� �OCK A�E FRESENT. SUPP�RT OR SH�RE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' L�NG, � ��•� � BE PR�VIDED W/GASKETS =�' �,•� � � . AND A MINIMUM �F 4 �. NAND E�cCAbATE Tp �p�Fp��i Tp �]�E B�RR'EL BEGIN SIDE SL�PE, IF USED, APPR�X, 18a AB�VE TOP �F PIPE, % ..•�'� �� BOLT D�WNS, TWD B�LTS SHALL -f �" MP�� BE CITY OF SALISBURY PATTERN , 3. E�Cf��+TE �,T P]PE BELL� �� ELL D�E� N�T �UPPORT P]PE. L�CKING B�LTS AND TW� �� `"' �,, �^ 4' 6' �, T� E N G N �]� E � L O P E� � N� L L � E ] N A G� D�� N G E �] T N D� N� � E� U]� E M E N T�, 3, BACKFILLING �F TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE 1�I�t��l� OF THE HEX-HEAD TYPE a�• � �UPPpRT pR �NORE 1�NEN TRENCN ]� MORE TN�N 5' DEEP �ND 8� LONG. IS LAIDC�MPACTIDN REQUIREMENTS SHALL BE ATTAINED BY THE USE �F MECHANICAL STAINLESS STEEL BOLTS SECTIDN A-A EEGIN �]DE �LOPE, ]F U�ED. �PPRD�c. i8� ABD�E TpP OF P]PE. TAMPS �NLY, EACH AND EVERY LAYER �F BACKFILL SHALL BE PLACED L�OSE IN �`" �. B�CKF]LL ❑F TRENCNE� �NALL �E �CGOMPL]�NED ]MMED]�TEL�' �FTER TNE P]PE ]� L�]D. 6 LAYERS AND TH�ROUGHLY C�MPACTED INT� PLACE, � 4, SEE CURRENT CITY �F r� 22�� - ------ ; CpMPACT]pN I�EDU]I�EMENT� �NALL BE ATT�]NED B�' TNE U�E OF MECNAN]C�L T�f+l�� pNL�'. 4, UNDER ND CIRCUMSTANCES SHALL WATER BE PERMITTED TD RISE IN UNBACKFILLED SALISBURY WATER & SEWER a�• za�• � ; EACH AND E�ER�' LA�'ER �F �ACKF]LL �NALL BE PLACED LDD�E ]N �' LA'�ER� AND � Q APPR�VED PRODUCT TNORDUGNL�' COMPACTED INT� PLACE. TRENCHES AFTER THE PIPE HAS BEEN PLACED, � MANUFACTURER'S SHEET F�R 33�" 6, UNDE I� Np C] I�CUM�T �NCE ��NAL L 1�AT E I� BE �ERM] T T E D T p I�] �E ] N UNBACI�F ] L L E D T I�E NCNE� AF E z APPR�VED TYPES - L�CATED TNE P]PE NA� BEEN PLACED. 5, ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY �F 100% T� A DEPTH 6" BEL�W � J IN APPENDIX 'A" DF THE THE FINISHED GRADE �F THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" CITY �F SALISBURY UNIFORM �, ALL MATER]AL �NALL NA'�E AN ]N PL�CE DEN�IT�' OF ]00� Tp � DEPTN �� BELOI� TNE F]NI�NE O C�NSTRUCTI�N STANDARDS SECTI�N A—A G�A�E 0� BA�.K�]LL MATEI�I�SL, AND J�� AT ��EATE� TNAN �� BEL01� ��ADE. BEL�W GRADE, � � Z Q CITY �F SALISBURY, N,C, STANDARD DETAIL DATE� �CTOBER 17, 2006 CITY �F SALISBURY, N�C, STANDARD DETAIL DATE� JANUARY 1, 1991 �.� T� p� ��L ]�BURY, N.�.. ��ANDARp DE� A]L DATE� JANI ��R�' ], 1991 CITY OF SALISBURY, N,C, STANDARD DETAIL DATE� JANUARY 1, 1991 O U SEWER SYSTEMS NOT T� SCALE SEWER SYSTEMS N�T TD SCALE PIPELINE INSTALLATI�N N�T T� SCALE � PIPE LINE IIV�T�LLr�TION �oT T� �C�LE � _ MANHD�E C�VER STANDARD SS-6 PLASTIC MANH�LE STEP STANDARD SS-7 T.YPE ��ED�ING �T�N�AI�]� �-� TYPE III BEDDING STANDARD P-3 O � a O V z � � � � Z � 8 24 8" Q B�LT FRAME T� MANH�LE � z WITH FDUR STAINLESS STANDARD FRAME � J STEEL BOLTS & COVER O w ' � `0 BUTYL MASTIC BETWEEN U NOTES: v� � MANH�LE AND FRAME & COVER � ��i \�� i��i\�i \\� W w PRE-CAST RINGS z i i�i \� w �/��/ �� /�\j��i��/\� j�\� � 1. PLACE SLOPE DRAINS ON UNDISTURBED v~i ~ MAXIMUM �F 11 1/2" Q _ ��\i��\�\\� �\i i\� \�i ��i\ SOIL OR WELL COMPACTED FILL AT 200' �' `_ � � \� �\� \\i i�i\�� \�� j\\� �\� INTERVALS ALONG NEW FILL SLOPE �� i- INCLUDING BUTYL MASTIC, � � � \\i i��\\� \\i �\i\\� \i i�i \� � a � � � Q i�/�j�\, �\/,�j�\, ��i /\,�\/ ��i�,\ Y Z DURING CONSTRUCTION. �� i i�i �� i i�i \� i i�i \� z � Q� PRE-CAST BARREL O � i� �� \��\��i��i \�i i�i�\� �i i�i \� a �� „�� , �� j�� /,�� „\, � Q_ SECURE PIPE TO SLOPE USING �� i� �� " T E E P E E" S T A K I N G O R O T H E R 2• SLIGHTLY SLOPE SECTION OF PIPE UNDER Z �` SECTIDNS; 2,3,& n/ Q i i\ i \� i i� i \� i i\\ \\ i i� i\\� \\ i m� � a �_ ��i \��\ i�\i\�� \��\ i��i\\�� i\�i \�� i\�� Y� APPROVED METHOD TM E D I V E R S I O N D I K E T O W A R D O U T L E T. ¢°� 4 FT, SECTIDNS � X L. L � '\��i \�i i�i�\� �� \�� i� �\��i \��\ � '.'-' c' � � `.`' Q � l� \�� i \�� \� i \� i i� i\�� \ i i� i \ W z 3. E N S U R E T H A T A L L S L O P E D R A I N � x a �� °' � ��\i�� \��i �� i �� i�i��i \��\ � 3 STREAM CONNECTIONS ARE WATERTIGHT. � Q `O � �i��i ��\��i��i�\��\ i��i��i \��\��i��i \\�\ i��i � � o � � N = BUTYL RUBBER > � � �\i��i \��\\i�\i��i \��\\i�\i\� \\�\\��\� \\��\�� — i� u — 4. I N S P E C T A F T E R E V E R Y R A I N F A L L A N D � x c N i i i\ ii\�\\ ��\� o Q S E A L S \�� \��i �� i�i��i \�� i��\�j \\i i�i\�� \\i ~ O y �� CORRUGATED PIPE DIAMETER �-- i\\ � �\i ,\�\\, �\, �\��\, ��„\ ��\\ � � �\ � n a MAKE NECESSARY REPAIRS. Z � 3 ��i�i\\� ��i i\�\\� �\� �\��\� ��i �\��\� ��i �� AND FOOTAGE AS SHOWN � BENCH MONOLITHIC BASE � ��i �� j \�� \�� i�i\�� \\i ��i y �� ON PLANS 5. REFERENCE NCDEQ LAND QUAUTY �= WALL J �i�i\\� �\i i�i\\� \\i ��i\\i \�� i��\�i \� y � S E C T I � N �\\ �\��i\\� \\i i�i\\� �\i i\�\\� �\� �\ � � SECTION DESIGN MANUAL: 6.32. WRAP DUTSIDE MANHOLE � � \��i��i \\�\\i��i \��\��i��i \��\ i��\ u � SEAMS (J�INTS) WITH `ti' °' �, o �\��i��\�i�\\��\i��\�i \\i�\� SECTION AA X CONCRETE INVERT �R oi \� �\�� \��\� ��j�i � PRECAST INVERTS o � p � 3 WIDE BUTYL TAPE ¢ c� m � � TEMPORARY FILL � Q � � � J o BERM B OVER TEE PLACE �N MINIMUM OF o�� J w w Q �� 8" C�MPACTED STONE ` � N TOP OF HAND-COMPACTED ��-- �� w�>> I `� � TEE 3" MIN, � � w � � � � �� //�//�� p Z m Z� o o EXCAVATED MATERIAL % � �� a STOCKPILE PLAN FILL (ISLAND) � � `�/i� � SEE N❑TE #5 � Z LL1 � � � � � � SILT FENCE (SUPER SILT FENCE INSIDE THE �� - Q, z � � � N�TES� m ~ � � � � � ��= SHALL HAVE 5 THICK WALLS o TROUT BUFFER) PER DETAIL INSTALLED AROUND ��- A 4 INSIDE DIAMETER MANHOLES � 0 � U ��U 00 . S E C T I 0 N 1, MANH�LE T� C�NFORM WITH 4' MI �% A S T M C 4 7 8 � R L A T E S T R E V I S I � N Q E N T I R E D O W N S L O P E P O R T I O N O F S T O C K P I L E 1' M I N. r � 0.5MIN. %� �: 5' I N S I D E D I A M E T E R M A N H O L E S �i � �\� �\� \\ \� � SHALL HAVE 6' THICK WALLS 2, ALL JDINTS SHALL CONFORM �^ � i�i �� i i�i \� INLET �:�;fl �;:� WITH ASTM C443, v J � �\\� \\/ �\/\\� �\/ /\/\\ 1.5' MIN. SWALE TO INLET C�NC, SUPP�RT OR P� � o. v`�' �3 i�\�%�i� �A�� r�\�. ��: iA � i i\�\\� �\i� -' � ,,��\i�i�i\\� \\ o ��\�i \�� i��\� `� �,i\� �\i i,A��\� �� . . ��.��,�`� � ., . . ., �v: ;�� 3, STEPS T� BE PLASTIC _ \\i i�i\\� �\i � � � PER CITY STANDARDS, � �� j \\� /��\�/ 6 COMPACTED #67 STONE i i � �� j\��\ /�� j�� j�\�� U N D E R E A C H P I P E ___ 4, B U T Y L R U B B E R S E A L A N T T � M E E T _ �\�� \\i�\��\\� \ i� FEDERAL SPECIFICATI�N CGSA-FSS> .� ��\�� SECTION B—B PLAN VIEW � �� ss-s-oozia w �f/ �/ �/ �/ �/ / /�✓ / T—SECTION � � � � � � � � � � �q � � DIVERSION CHANNEL � �i RUBBER BDOT 4..... , , , Q o �/�� \� \� \� \� \� \ \� \� \� � \� \� � \� \� \� CAST IN BASE `'� -- 5� 48 DIA� M�H„ PIPES 8 -18 � / �/ �/ �/ �/ �/ �/ / �/ �/ �%�`�/ �/ �/� �/ �/ �/ 'D: - ; 60" DIA, M,H,, PIPES 20"-30" � �� j/� j�� j�� j�� j�� j�� j�� j�� j�� j�� j\� j�� j�� j�� j�� NATURAL GROUND � TEMPORARY FILL SECTI�N ;a� , 4 OVER TEE `�=-- -- 6, MANH�LES WITH A DEPTH �F 10' OR W BERM MIN. ' � � � �� °`�-�� GREATER MUST BE 5' DIAMETER � � �� \�/\�//\��/\��j\��j\��j\�� STREAM � o �\/�\��\��\��\ 7, ALL MANH�LES ARE REQUIRED TD � � SECTION ��/��/j�/��/� A �� 1s" MIN NOTE� --- BE VACUUM TESTED, � ° � �� ' MANH�LES MUST NOT HAVE � � � �� SURFACE PIPE NON-PERFORATED ii` /�/,/i�� rT 8, ND LATERALS OR C�RES IN Q N �/��/��/��/�� ` CORRUGATED PLASTIC PIPE(S) //�/�/i� ///;�ij��/ ANY LARGE CHIPPED AREAS, :�, �_a a}�. _; MANH�LE CONE SECTI�N, Q ��/i��//�\//�\//�\/��\ � EXTEND PIPE TO THE END OF // j`�E� BROKEN AREAS, CRACKS, �R EXPOSED ;4:�..: .{:�: FL�OR HARDENER EACH DAYS FILL WORK. SECURE /��/ REINF�RCEMENT, OR OTHER DEFECTS, d' "" �=' �' �N BENCH WALLS � � NOTES• PIPE TO SLOPE (SEE SEC. A-A) ��/ �N� DEFECTIVE MANHOLES WILL N�T & INVERT-MIN, � / \ � BE ACCEPTED, P L A N 1/2 " THICKNESS Q � 1. THIS DETAIL SHALL BE USED IN LOCATIONS WHERE STOCKPILING OF 18" MIN 5' j\�� A � WASTE MATERIAL IS REQUIRED DUE TO TOPOGRAPHY RESTRICTIONS � M�N• � ��% CITY �F SALISBURY, N,C, STANDARD DETAIL DATE� �CT�BER 17, 2006 z o� WITHIN THE TEMPORARY AND CONSTRUCTION EASEMENTS. // // / // /� ��%�� AMENDED� MAY 19, 2009 � � 2. SILT FENCE FOR THIS DETAIL SHALL UTILIZE SEDIMENTATION/SILT \�\/ ��j�� ' S E W E R S Y S T E M S NOT TD SCALE in FENCE OR SUPER SILT FENCE DETAIL (WITHIN THE TROUT BUFFER) ��` `�� 4' COMPACTED SOIL FILL � W AND BE INSTALLED PRIOR TO STOCKPILING ANY MATERIAL. CI.ASS B RIPRAP (LEVE MSECTION) P R E C A S T M A N H � L E STANDARD SS-1 � 0 3. ALL DISTURBED AREAS SHALL BE SEEDED IMMEDIATELY AFTER OUTLET N OT F O R C O N ST R U CT I O N � REMOVAL OF MATERIAL OR CONSTRUC110N IS COMPLETE. � 0 4 ES ABLISHEDSHALL BE MAINTAINED UNTIL VEGETATIVE COVER IS EG' TEMPORARY SLOPE DRAIN FOR REVIEW ONLY � SHEET � a '� 2 UPDATED MARCH, 2017 ° ST EXCAVATED MATERIAL STOCKPILE NOTTOSCALE U � 47 UPDATED MARCH, 2017 � NOT TO SCALE NO. I DATE I BY I REVISION DESCRIPTION z TOP OF FILL TOP OF FILL TOP OF FILL O� H } Qa �� GROUND LINE H GROUND LINE �_ H GROUND LINE H � J� H Z oo�= � � �„ <„�_.,_�„_ — _,�,_��=„�e„�= �„_�,�_.�_��_ = _ ��=„�s„�_ ,�,=�„=d�=„�= T — _ ,_�„_,�,�,�,= w Q Q � n i�� iu �nu� iu iu�� Q V� �� COMPACT AFTER �=� �� _ �� COMPACT AFTER � _ � z � �_' PIPE IS PLACED ! - - — - - - �_� ! _ — _ _ _ �� PIPE IS PLACED W m �n & PRIOR TO i � �� J m & PRIOR TO � PLACEMENT OF — — TYPE 2 � i PLACEMENT OF O Q ::, f n FILL �"' _ GEOTEXTILE : ��' � • � �� FILL z H � =in_7��n�= ui I.D. /6 MIN. ri� . a.rn �� I.D./6 MIN. � �� .'•�� ' •'�:.•�• �:� . '.�. — ... :'... ' '.':. ' .'� � EARTH r w0 NOT LESS � I.D./6 MIN. ��=�n`—n�`rn�n�c �n`nr`—�u` THAN 6" �� ur=m=n�-�n-nr= �u_qi=�� NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" �/2" PER FOOT OF '� � r 0 BUT NOT LESS THAN 12" ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' NORMAL EARTH FOUNDATION ROCK FOUNDATION As DIRECTED ev ENGR. PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION TOP OF FILL TOP OF FILL� TOP OF FILL z 1�1 � O QMIN. O.D. ^ H MIN. O.D. _ MIN. O.D. � H MIN. O.D. —�_ MIN. O.D. � H MIN. O.D. LL �— — J '� ° ° � J -- { GROUND LINE ^ �• GROUND LINE ^ �' z Q GROUND LINE j� TYPE 2 j 2� � w � — _ _ GEOTEXTILE _ _ — Q - --- - _ — — � N � � — _,�_„�_ — _„�_��_ — _,�_�,�_ — _„�_��_ Z — _,,, _„ „_,,, _ _,,, _„ „_,,, _ _ _ o _ - _ � -1U-In-I�� = N •: =IIFIn= ul _III-IN=111 T �. _ COMPACT AFTER T •. � . �i , _ y N — •�• � �.�� —PIPE IS PLACED •' '.��r I � COMPACT AFTER • �I.D./6 MIN. — •...... , . . • �, — PLACEMENTaOF � .. . . •. . � ,'�•� — � W J &IPRIOR TOACED NOT LESS THAN 6" rn_�n_�u=m=u�= �n=n�=n� FILL n�_ui_n�=m=u�= �✓_n�=in Q m PLACEMENT OF � I.D./6 MIN. �AS DIRECTED � a H O.D. + p' I.D./6 MIN. Z N X FILL NOT LESS THAN 6 MIN. O.D. MIN. O.D. BY ENGINEER a NOT LESS THAN 6" O.D.+ 2' Q w LZ" PER FOOT OF 'H' � J BUT NOT LESS THAN 12" (n NORMAL EARTH FOUNDATION ROCK FOUNDATION n,oR MORE Tr+AN 24" UNSUITABLE MATERIAL FOUNDATION � � PIPE ABOVE GROUND Q � GENERAL NOTES: � � I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE WLVERT HAS Q O BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O = O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. ----- SPRINGLINE OF PIPE � W H= THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT � SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 � ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE. OF THE EMBANKMENT AT THAT POINT. � APPROVED SUITABLE LOCAL MATERIAL. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. ��F��_ r��_�� UNDISTURBED EARTH MATERIAL �LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 ACCOMPLISH COMPACTION. �OO � O 1 z TOP OF FILL TOP OF FILL TOP OF FILL O� H } Qa Ho~C�U GROUND LINE H GROUND LINE H GROUND LINE H � J� H Z oo�= � - - - - - --- - -- - - - _,��_ - - ---- - -- - - - - z � — cu�— — —ru—m— — i— w —� —ei c �—m�u �_ — _ �_ _� _ — W LL �r �—n in u _ n_ �i� —i —u�_u — � _ "— — iu %� — — � — — i_� in�u — — — "— — i_r iuur_ n_�u� �i_ Q U � � H �� COMPACT AFTER �=� �� _ �� COMPACT AFTER � _ � z � j° PIPE IS PLACED L ' ' — ' ' �= ! _ ' ' _ ' �� PIPE IS PLACED w ' — — — fA O iri �n & PRIOR TO — �� & PRIOR TO �� H J � PLACEMENT OF — = TYPE 2 � PLACEMENT OF O Q 0 � :;�e;�::,' n FILL _ _ GEOTEXTILE _ ��_� FILL z Fy � _ — .•. ,�'. ..� . .' ': ..•'. _ '.•:� >'. •'•� •� `� �� '�n ur_7iGn�= ui , . . . .: . I.D./6 MIN. r��.. . .. ' . :. �. . . � �l .....i'.. . . • . ' :.:... . . . . � I.D./6 MIN. � � � NOT LESS — EARTH r W� I.D./6MIN. i��_n��n�ni�rn�u��n`nr`—ni� THAN6° �� n=ui=n�-�n=n�=in_pi=��i NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" %2" PER FOOT OF �� r � BUT NOT LESS THAN 12" ROCK O.D. + 3' NOR MORE THAN 24" 0.0. + 3' NORMAL EARTH FOUNDATION ROCK FOUNDATION As DIRECTED ev ENGR. PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION TOP OF FILL TOP OF FILL� TOP OF FILL Z 1--I O QH H H � GROUND LINE GROUND LINE Z J MIN. O.D. MIN. O.D. — MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. �� GROUND LINE � TYPE 2 'A 1 ' ' ' — ' ?.— .�^ — — — �•� _ GEOTEXTILE ,�.� — " — — �.�7 � v+ W ^ -u� —n—u�=n u_u� _ur=u�— =u� —n_u�=n u_�n =in=ui_ Q Z � J — — — •: ��F�r�_ �� _ — = COMPACT AFTER = 1 _ T •,•e.... .. e... T..•.,. . H —w-n�c� m=m=u� � _ / _ F�1 W _ •. ••.: , ..:.� : . ' ' w —PIPE IS PLACED _ .. y '' ..:.� : : : �n � � d & PRIOR TO � — � � • �I.D./6 MIN. — PLACEMENT OF W (/) NOT LESS THAN 6" �n�=�n_n�=�n=u�= u=�n=m FILL �n�_u�_�u=�n-u�= -q�=in � Q a � � COMPACT AFTER O. D. + 2' I.D./6 MIN. � I.D./6 MIN. "I AS DIRECTED z� � m PIPE IS PLACED NOT LESS THAN 6" O.D.+ 2' NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER Q a � � & PRIOR TO L2" PER FOOT OF 'H' � � PLACEMENT OF BUT NOT LESS THAN 12" (n FI�� NORMAL EARTH FOUNDATION ROCK FOUNDATION Non MORE THAN 2a�� = UNSUITABLE MATERIAL FOUNDATION � PIPE ABOVE GROUND Q � � GENERAL NOTES: � � Q I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O = p O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. ----- SPRINGLINE OF PIPE � W � H= THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT � SELECT BACKFILL MATERIAL CLASS III OR CLASS II, � � ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE. � OF THE EMBANKMENT AT THAT POINT. � N APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. ��F��_ ��— M � UNDISTURBED EARTH MATERIAL � LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 � � FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3 J ACCOMPLISH COMPACTION. � O O� O 1 FLEXIBLE PIPE Round Corrupated Steel Piqe 2 2/3 x %2 corrugation ' Diameter Minimum cover Maximum Heiqht of Cover (fieet) inches inches (Ga) 16 14 12 10 8 12 12 204 256 15 12 162 204 18 12 135 169 239 21 12 115 145 204 24 12 100 126 178 30 12 79 100 142 36 12 65 83 117 152 42 12 55 70 100 130 160 4S 12 48 61 87 113 139 54 12 54 77 100 123 60 12 69 90 111 66 12 81 100 72 12 74 91 78 12 81 84 12 69 HDPE -*(Minimum fill) 2' for pipe diameters >_ 12" and < 60" *(Maximum fill) 20' for pipe diameters <_ 24" 17' for pipe diameters >_ 30" and <_ 60" PVC -*(Minimum fill) 2' for pipe diameters >_ 12" and _< 36" *(Maximum fill) 30' for pipe diameters >_ 12" and _< 36" * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE PAVEMENT STRUCTURE Round Corrupated Aluminum Pipe 2 2/3 x %2 corrugation * Diameter Minimum cover Maximum Heiqht of Cover (feet) inches inches (Ga) 16 14 12 10 8 12 12 123 155 218 281 344 15 12 98 123 174 224 275 18 12 81 102 144 187 228 21 12 69 87 123 160 195 24 12 60 76 108 139 171 27 12 67 95 123 151 30 12 60 85 111 136 36 12 50 71 92 113 42 12 60 78 96 48 12 52 68 84 54 12 46 50 74 60 12 50 62 66 12 51 72 12 41 * FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS CSP - AASHTO M36 CAAP - AASHTO M196 HDPE - AASHTO M294 PVC - ASTM F949 or AASHTO M304 NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS RIGID PIPE RCP -*(Minimum fill) 1' fior Class IV & CLASS V 2' fior Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS *(Maximum fill) 10� - Class II pipe RCP - AASHTO M170 20' - Class III pipe 30' - Class IV pipe 40' - Class V pipe (For fills > 40' &< 80' use LRFD Direct �esign Method) * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE PAVEMENT STRUCTURE NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS z o� �} Qa ��c' LLJ��-+z 00�2 w Q Q � 2 Q U � O � H fnF-�OJ O�U�Q z H � �� > � H W � � 0 Z O N O QLL J J Ha w J � N Q � N ~ � H W _ oa � Z F�1 W � a = � � J Q O L~L 0 0 Qo O = �� W � HEET 3 OF 3 300.01 ELEVATION z O � H NOTES: � Q a D 6" " THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING H�� V STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, � J�� Z 838.39, 838.51, 835.57, 838.63 AND 838.69. ��(n = C * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Q LL = FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. � U� O� �� * USE 4000 PSI CONCRETE. ~_~ z �j * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 �� LL � J — FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING p �� Q p p I TO ASTM A185 WITH 2" MIN. CLEARANCE. z �""�� ry2 I H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH � H H' H' I * OSHA STANDARD 1926.704. T W� PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY � � io� — — — INVI _ CONTRACTOR � A * ALL ELEMENTS PRECAST TO MEET ASTM C913. �, �„ � * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR B AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. � * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". 6„ 8" O.C.(TYP.) ).C.(TYP.) REFER TO CHART ,�R TO CHART FOR BAR SIZE w FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS � J� AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION p J S I D E TO INCREASE THIS BAR SIZE AS NEEDED. � a o W2 (FT. PLAN /` 6 �ye \ \ ENDWALL DIMENSIONS FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D(FT.) W1 W2 1.0 #5 @ 8" 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.75 5.50/6.00 1.25 #5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 1.50 #5 @ 8" 1•25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 2.0 #5 @ 8'� 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75 5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75 6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75 BACK OF CURB � X Y ° � ° o. - o n o m 0 o.. a..o PLAN X Y SECTION Y-Y RISER HT. VARIES = � ;i _ - c� 0 6�� o� , 0 WHERE 30" TO 36�� PIPE IS USED RISER HT. VARIES — _ _ _ — 6 0. A o�J �. WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD OF RISER CONSTRUCTION S� 6 E� #4 BARS "V„ 6" @ E�UAL SPACES ��j2„ 3 �� R � : W R � U _ a �� ¢ m Q ti � �w co au .S PLAN OF TOP SLAB 6"� � E #S "W" BARS #4 BARS "V" @ E�UAL SPACES m #4 BARS ��U" 1 Lp" SECTION R-R GENERAL NOTES: USE CLASS °B" CONCRETE THROUGHOUT. PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. N0. 840.00. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8�-0�� TO 16�-0° IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST �UANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. CHAMFER ALL EXPOSED CORNERS 1". DRAWING NOT TO SCALE. ELEVATI 6" � � /2 �� ,, _ � w � U _ ¢ a �� m Q ao at w ih °� SECTION S-S TOP ELEVATION o �'� — _ � D'. 6" '° '': �° e-'� B 0 6„ :o. � o� 6„ a. a�. D o0 � o �o 6" .,�.,'.:e...o,!'.' :c�..,�.' T SECTIONJ J-J WHERE 30�� TO 36�� PIPE IS USED SEE NOTE LL L PLAN #4 BAR � ! 6" I DOWEL STD. N0. 840.66 3� c� °� G, H Z � W w Q a � � W a � ~ N � � � o c� � Q Z � � � �.% ' Q ~ w :/i p Q C.7 �z W � � � � � LL ET 1 OF 1 38 . 8( Z O � H } aQ Hp~C�U LLJ�Nz oo�= wQQ�2 Q U � O H H Cn��OJ � � Q O o �� Z H � � � a H W � � o � � �� A � Z � ° E � c� cn o. z a W 6" �� G :: 6" i 2i m h-� Q o. � = a � � (� � o. � � � p . � a � V � � �. z � � ��-.' Q W = I .��.� � � �.'�. .. . �.� �� v � �.� � � � SECTION M-M W � WHERE 42" TO 54" PIPE IS USED }� N oZT M o_� o o: p m �� o.� A i °p. LL �, m a' o0 _o_.� .o�. .o�. PLAN SHEET 1 OF 2 840.02 PLAN CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES TOP USE ON FLAT ELEV. EXPANSION JOINT � GRADES 2°o AND UNDER DEPRESSED GUTTER LINE EXPANSION JOINT 3� I I °� i 3'-p,� ELEVATION NORMAL CURB AND GUTTER ON LIGHT GRADES NORMAL GUTTER LINE EXPANSION JOINT � 8 TOP USE ON GRADES OVER 2% ELEV. � — 'O I DEPRESSED GUTTER LINE s'-o„ EXPANSION JOINT I I MAX. I 1�-0' .� -v, ELEVATION NORMAL CURB AND GUTTER ON STEEP GRADES * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT z o� �} ¢Q H��U LLJ��--�Z 00�2 w Q Q � 2 Q U � O H H CD��OJ O�(nQ z H � � � > a H W � � � � O Z LL � c� Vi H Q W � m ��'-I � _ � � :.� G � � d' �A p V � Z � Q W � � � � W ; � � N � � Z �o a � O � HEET 2 OF 2 840.02 \ M A 43�� NOTE: USE TYPE "E", "F" AND "G" GRATE UNLESS OTHERWISE NOTED. B� = 1= �� —�7 �� i �► .il I�.. 1 A ALIGN FRAME WITH INSIDE � EDGE OF WALL TO ALLOW FOR VERTICAL ADJUSTMENT o. WALL SECTION �0�' SECTION - BB 3/ „ 3/ „ _� �'1 � �� s-:..i � 1 f �� M � j � s° 6„ 3%p�� 3,_�,� 3/2„ SECTION - KK J / � � r► m ��N �� 21/$ �� SECTION - LL �, I � �� SECT 0 - PP \ N �� \ v � K N N �� '�► L '-► M a,I FRAME PLAN 3'-0%g„ � _ _ _ _ R _ 1�j2�� 6„ 2,_�„ 3/�� 0�3/�� r� ��s�, 2'-111/2„ R HOOD ELEVATION DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. �TYPE "G" �TYPE "E" �TYPE "F" � c� -� -► F ►- WATER FLOW SAG WATER FLOW - � WATER FLOW - SAG � WATER FLOW `- TYPE „F" TYPE „E" TYPE „G„ P RAISED FLOW ARROW 23/'� � %6„ HIGH � � OO 1 %2 �, \ '�o M\ 1/$ �� P O �, 1/ �� 1/2 �� 1%2" 13��..I� 8 2'-113/4" �, !2 " � , �2 "� �--'1 f` !8„ �^� 13� �� SECTION A-A TYPE - F � � 3, „ ` 2'-113/4„ 4 /g ` SECTION - RR SHEET 1 OF 2 �` 840 . 03 `Y � �, � z O vj H Q P�� _...Ir3!" p z�= . HpC�, U LL J � �--� Z � �� WaQ"= � 2�j$„ HU�O� H N N c~i��o� SECTION - MM � O� Q Z H � � � H ;� � T w Q ' M� //�� 0 r� � T � SECTION - NN � I Z �� 3� � N1 � � (� � —I ' O � Oa0 c� _ ifl = H Q U `ov 13/ 6� Q Z Q p� a U 0 y3i�� _ � ., o N L � � y a I �- W � QQ� �. in� � \ \ (A � (n SECTION - JJ � Q � � 55,8„ � W w � � � 3 R �211 � � � � � O /2 � � � , T � LL _�' /2 �r 1/2 �� F�--f�- 2g/ �� 1 %2 "� � � 1'�� I 9%g„ � � I rr 7 I 9/ a � � 1 %2 „ � 1 g/ „ SECTION B-B �w�, � � vU �z� W � �W r � U �I a 1—� � � � w `..J � O N � � 00 c� M U~7� 1'� `� F� Qx" 0 Qr O l � I� � cV a" �z . y� `/ � � �� x I—� �P�z WQ Wa �� W � H� � �� 0 w� .-Ny �11111l1/�� P �i A� ��%� ` Cj' •�� l(� z�;� W P �„ L7 O�� r • '�Q.` �\ lili{l�l� z � �� V � r a a � H��U LLJ�Hz � oo�= � � z w � " QU��H � � � COH�OJ �O�Q Z H � .� H O � d ~ � w� �� o O � V 1 � � �� 1 g/ �� 21/ �� I �►- SECTION A-A � �? r r z �� O � Q � �om � � _ TYPE - E � Z F- � Q � Q RAISED FLOW ARROW °C U %6" HIGH 23� .�-� � o y Q / � = = a W z � M� � zQ� � � � O � - = ��z a � � Q T 1/$" M\ � W w � q 1g/�� I� Q Q� O \N� 2'-113/4" � �� TYPE G r� M 1 %2 �� R 1/$ � � o L.L � � � �$ r r SECTION A-A SHEET 2 oF 2 840.03 NOT FOR CONSTRUCTION FOR REVIEW ONLY V / J � � W � W � V J � � Q � Z Q � � SHEET � NO. I DATE I BY REVISION DESCRIPTION Q Z J O I./.L \ U 2 �A' 1..� 0 Z � � Z � O U z � � ON L.L � o °' N m � � � � � � � � J O � � J w W � a�0 pp m� W W w Q� Z m Z� ol Z Lj,j � � � (n � p Q w Q w O � � 0 � U � U � B �J PLAN FRAME,GRATE, & HOOD ASS'Y W1 (FT.) SECTION X-X z PAVEMENT � cn � , „ �/g" RAD. 9 9 3/4" RAD. 2" RAD. PAVEMENT 1/$" RAD. SURFACE QQ %2" RAD. 6 2-0 ` %g„ RAD. 1/4" RAD. SURFACE 3 ��j ,� M = o 0 3 RAD. 1/$�� RAD. o. I N oo�xz - io � . - o • : '. , � . : • a� z .. 0 0.•0. _ ; o• i a� . cc ..o• •' w Q �_ ��.. . . ... p . .. �� T ..•.o:.. p:. .'•'•�.. = o � D;;a•• 1,� � � p::', .. 2,� �U�o� T � .o,� a .� •�.o,� o .� • .o: � . •o• . n _ D.•' Q � H .•o o .;.�•o v . .o � ,.,..p NT • ;0 NT • :. 13/rr RAD. cA��o� �� 2'_6„ �I 13/" RAD. 1'-6" .o•. .o zoH� i. . 0' •�•'•. 2'-6" CURB AND GUTTER 1'-6" CURB AND GUTTER $�� 9�� 8" X 12" OR 18" 9„ X 12" OR 18" r o� 4'-0" PROPOSED CONCRETE CURB CONCRETE CURB 2'_p" 2�_p�� EDGE OF PAVEMENT 2" RAD. 2'_p" �'.o'.•p..• 4' � 8„ 2'-4" MIN. %g" RADIUS m� 1/ �� ir> 1�-0�� 1,_�� rr . p• � . o` : 12 0'�:0 •.'ov.�,� .o;'• •o'.� •.o,• •a'•.�0 •.o,'•'o �7„ �� : �'��.o .• .a,• � .• .o,• a �.' �7�� 44° .'o::�•:•:'•:i.,,: o:..::�:4 aC .' o. .' o. . .' o. . .' v . 6 0 •. o'. ;�,,v.�.•..o..•,o. 6'�MIN:•:� �7" O � �$„ 1" �4`�0..•o d.. ... .P � H � EXPRESSWAY GUTTER SHOULDER BERM GUTTER z~ W 8" X 6" MEDIAN CURB VALLEY GUTTER Q�� SECTION VIEW OF CURBS OR CURBS AND GUTTERS � m� � GC otf GENERAL NOTES: FILL 3/g" x 1" DEEP Q -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT GROOVED OR SAWN z�� JOINT WITH JOINT Q W� A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN �� V SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER � W WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. �„ 1/g" RAD. GUTTER �� C -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. •a.. �8 RAD. PAVEMENT SURFACE � V Z -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF . SURFACE Q � a TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ' •o•' � •o•' � ' � '.o• •'. °�. � '.o ` 0 CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 % " DEEP. � •� �' � � •� �� " °• • . o . • � °• • '•�, p •' • • • � o':, o •� • •'•o�•:. o •� • • �•p N � � 2 '.o•... .. '.o•... .. '.o• . . �o'�. -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6'� MEDIAN CURB, � ��:'.o .'o'.�o:•' •o .: •o:: o o. ,• �o:: o o,: �o:: v WITH JOINT FILLER AND SEALER. PROPOSED �•' ' '• " � CURB & GUTTER PROP. �, -SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO �2 JOINT FILLER ALL RIGID OBJECTS. JOINT PAVEMENT LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER SECTION VIEW OF JOINTS SHEET i oF s 846.01 .02 - - I . �.' 3S o . 06 . 06 _ 12" 1p 7 rr _.02 0_29 4 _ . 00 . 00_ 12° ` v'.•: 042v `r -- �� .02 - - �.�34 . 05 . 05 _02 �.27 _ 02 - _01 12 " I � ��_ _ � ° �� .09 �� 12" .02 �,� .� � z o� H} Q t° .: /.01 .03� io �:�p. �.07 � z�= . .o• ' •p'•.D . • = H��V iD o•o ::.�o•o�•:o. � �° 'o•::o:: � o•;'��" ��=z .0� /.03 wQz� .. Q U � � N H ��LL�J � �: � .02� co '�•.o /•O8 � z�H¢ � �.. • .�, • � . c � .v • .p, • � .v ' •0 � � H ...•o.o �. r� :•.'o. . r °-o . •� � � � / . 05 . 02 io ::o• � 01 co •. /• O9 - -�77��^''�� 33 .04 . Oq -. 02 0.25 - .04 - . 02 NORMAL ; . . o .� - � = o... p . - ��'._•_o_�_ - o• � • • .� o. . CROWN ca 'o •. :o:: o o •. 'O: i. co .' ;o�: . • i� .... . . o. o.. 12" .08 �� 12�� .00 �„ ,p� /.05 � _.02 0`32 03 .03 _.02 0.25 -.04 -.03 _ ! � •',:::_o' • - � 'o •. . • � o J 12" .07 �„ 12�� .00 �„ w � Q � _ 02 o.3r .02 .oz _ 02 o.2s ��jj �f,, - .04 -.04 _ w �_'-..n•��.�4 � ' v � 12„ .06 �„ 12„ •00 �„ Q � � BERM VARIES 2'-p„ 2,_�„ ¢ 8'-0" NORMAL c�o� - �� • 30 . 01 . 01 -. 02 0. 25 - . 04 - .05_ � �� .��'- - - ' , : . � 12„ .05 12" .00 7 „ 7 rr M 3 SECTION VIEWS OF � EXPRESSWAY GUTTER IN SUPER ELEVATION o W � H W io / . 04 � . 00 � io • . / . 10 �- � � � � � � .O'.�� .� .O ^ � � �• :��. •�.� � � � ~� . . .� ' � GC otf � z"� io . �. �o � � io � . / . 1 1 � Q w � � � � c> � , . �. . p �o ,' � � � � • �� v .O' . , �, � ' � � . W .� � Q C�Z Q � � O (,O� � co /.06 � iD .. /•12 /•O8 v Cp 'p" . 0 : .• . •.p'. . D �•� ' f� (O ' �' � '.0. . •. o' � • r .' •o. � . • . /•Q2 /•Q$ SECTION VIEWS OF 2'-6" CURB AND GUTTER SUPERELEVATION RATES SHEET z oF s 846.01 A A C C � � � � SLOPE TO ELEVATION OF CURB AND GUTTER OR AS TRANS� PAY DIRECTED BY ENGINEER LIMITS APRON SLOPES UP INRADII ;`M1� ^v_/_ RADII SEE RADII << �` PAY LIMITS PLANS) (AS SHOWN � /� ;,,�r�<r �' ,>. , '^/ �; IN RADII ON P�ANS) �"� �; '�`j'V`y 2�-�� ;'��"� ,° , � ` �`�� C % 1�-- �-� -------\i ;'<>�<"'."r >��---------------�,M,`>`, f`�;,^<";,<> - - - ,•��, ^�>; y^;iy �C'„�<'��'�r� �`�� GUTTER�/� 2'_p" �� FACE OF CURB �t�;,; ; > � ��:r" a'-o" �`;-,�,^ ` � � ;<T;`,�;;� �;;�,�;-',�'; ^>; �-► C �A ---.._...... ...__.. _..___ .......... ....---- -- --- - - - - -- � �� - - - ---- z o� �} QQ �� LLJ�Hz oo�,= �z � waQ'�= Q U � � H H fnl-�OJ O�(nQ z H � H � � � H W � , o ---------- ----- ---- ------- -- --- ...�...._._.,.. ...._........ .._... � ., .,.,.... �..., ...,.._.. � PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES � W � H CC H = � Q �' H � � 2'_� 15" 2'-0° g„ 2�_�� p�(,� 0.04 �-� p � � , o � _ 12,� . .�� 12'� ,. '�� 12' � � VARIABLE - 10' SUGGESTED VARIABLE - 10' SUGGESTED 7' g� 7^ 7' p V m SECTION A-A SECTION B-B SECTION C-C z � A B C EXPRESSWAY GUTTER TRANSITION GUTTER 2'-6" CURB 8 GUTTER �� ------------- ------------ - W JOINT SEALER JOINT SEALER Q� Z _ �j$„ RAp SURFACE OF �j „ RAp SURFACE OF Q Z Q GUTTER GUTTER Q O EDGE OF PAVEMENT ^ • .o� • , . .. , 10,� T� 12„ .o' , . .. , .o' • , � C� B V %2'�- JOINT FILLER 1" �Lj2„ A EXPANSION JOINT CONTRACTION JOINT PLAN VIEW OF TRANSITION NOTES: EXPRESSWAY GUTTER TO 2�-6�� CURB AND GUTTER -iN THE TRANSITION FROM 4'-0'� CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE CURB AND GUTTER, PLACE %2" EXPANSION JOINTS AT 25' INTERVALS. -PLACE GROOVE JOINTS 1" DEEP AT 12'-6'� INTERVALS BETWEEN EXPANSION JOINTS. -FILL AND SEAL THE TOP %p" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHFFT � �F 846.01 DESIRABLE DRIVEWAY GRADES ROADWAY PAVEMENT � 3„ 'I --+ �' .,I�I ROADWAY PAVEMENT 6" A B *+2°o GRADE WHEN *+po GRADE WHEN THIS THIS IS SIDEWALK IS SIDEWALK LOCATION LOCATION 'SIDEWALK LOCATION (DO NOT PLACE SIDEWALK ON BERMS LESS THAN 6' WIDE.) 5�-0„ 5,_�„ 5,_�„ +15% OR FLATTER _ +15% OR FLATTER _ _ - - - =g o OR FLATTER_ _ _ _ - - -2% OR FLATTER -8% OR FLATTER ' - -15$ OR FLATTEq - MAXIMUM DRIVEWAY GRADES BERM " A B 5'-0" 5'-0" - *+2o GRADE WHEN *+Zo GRADE WHEN THIS �- � THIS IS SIDEWALK IS SIDEWALK LOCATION � � LOCATION � +16% _ _ , : 25�' , _--'- s'-0' �-� ----40---- ----�So -'- �250`` ` ` * SIDEWALK TAPERS DOWN 5� BACK FROM DRIVEWAY. �► C PLAN DETAIL OF DRIVEWAY 2„ DEEP SAW CUT , - °: o':�o�° �.:o: .o�� , EXISTING DRIVEWAY PROPOSED DRIVEWAY PAVEMENT PAVEMENT METHOD OF TIE IN WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE, SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. SAW JOINT PERPENDICULAR TO EDGE OF EXISTING DRIVEWAY PAVEMENT. GENERAL NOTES: -USE CLASS 'B' RIP RAP. -CONSTRUCT WIDTH AND SHAPE OF THE DITCHES AS SHOWN OR DIRECTED BY THE ENGINEER. -USE GEOTEXTILE UNDER CLASS 'B' RIP RAP IF SPECIFIED ON PLANS. *AS SPECIFIED ON PLANS. VARIABLE (SEE SHEET 6" 2'-p 2 OF 2 FOR DRIVEWAY GRADES) �� - - --- 2„ _ _, O _- _ _ �lo ..I. 'I� „ ,. DRIVEWAY TURNOUT WHEN DIRECTED. SECTION C-C SIDE DRAINS, BASE DITCH OR OTHER OUTLET DITCHES � � IN. 1� MAX 1 ' S VEE DITCH BERM DITCH EXTILE z o� H� aQ Ho~C�U t��a�z oo�= w Q Q � _ QU��H H Cnl-�OJ O�fnQ z H � � �> a. ~ w� � o � 0 � z ~ H = O w �oZCQ � � � o H c� Q � � �aw H W H � � � } E"'� 0 � � � Q 0 � HEET 2 OF 2 848.02 z o� H} aQ HO~C�U t��a�z oo�= wQQ�= QU��H H Cnl-�OJ o�c~nQ z H � � �> a~ w� , o � 0 � z ~ H = O � oZC � � � � o H � � � oQ� 0 �� 1"i � 0 � � PROPOSED � HEET 1 OF 2 848.02 z o� �} ¢Q �� LLJaHz oo�,= �z � w¢Q'�= QU��H H Cnl-�OJ O�fnQ z H � _� � H W � , o a Q oc a � oc � 0 op cs y Z y Q J � („i � _ � H � ~ z 3 c~n W � _ Q � H �p I�1 O � °C W � z N Q � � >HEET 1 OF 1 876.04 4 X D A� A� PLAN OUTLET W/DITCH OUTLET W/0 DITCH D CLASS 'B' RIP RAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP TONS T S Y LE S.Y. TONS T S Ty_LE TONS TE T,I_LE S.Y. TONS TEX ;I_LE 12" 2 5 5 2 5 1 4 2 1 4 15" 2 7 7 3 7 1 5 3 2 6 18" 3 10 9 4 10 2 7 4 2 8 24" 5 14 15 7 15 3 11 7 4 12 30" 8 21 21 11 22 5 16 11 7 17 36" 11 28 29 15 30 7 22 16 10 23 42" 15 37 39 20 39 10 28 22 13 30 48" - - 49 26 50 - - 28 17 38 54" - - 60 33 62 - - 36 21 47 60" - - 73 40 75 - - 44 26 56 66" - - 87 48 89 - - 54 32 67 72" - - 102 57 104 - - 64 38 78 NOTE: FOR CALCULATION PURPOSES CLASS 'B' RIP RAP = 100 LB CLASS I RIP RAP = 105 LB B I � i �, ,,.,� ,,,_ .. ,,., �, .rr�� A ��. �...._:..,.,_. �.,.,_. �.,.,_. ....,_. �. •._. �� ►A CHANNEL WITH CLASS I RIP RAP* „�,,,, CHANNEL WITH CLASS I OR CLASS II RIP RAP LENGTH OF DITCH 18„ MIN. CLASS I GEOTEXTILE � 4'-0" CLASS II 24" MIN. CLASS II 2'-0" CLASS I LONGITUDINAL SECTION A-A, B-B OR C-C D B � SECTION B-B PIPE OUTLET WITHOUT DITCH 4 X D GENERAL NOTES: 1. USE RIP-RAP IN CHANNEL BED WHERE SHOWN ON PLANS. 2. IF BEDROCK IS ENCOUNTERED WITHIN THE LIMITS OF THE TOEWALL, BEGIN TOEWALL ON THE BEDROCK OR AS DIRECTED BY THE ENGINEER. 3. WHERE ONLY ONE SIDE REQUIRES RIP-RAP I OR �II� LIST STATION AND SIDE OF SAME. CLASS I *„W,� „X„ 0'-5' BED LEVEL 6'-10' 12" 11'-20' 18„ *FOR „V„ DITCH „W„ IS 0' CLASS II ��W„ ��X„ ALL 36" z � o� ~� � aQ Ho~C�U LLJ�Hz oo�= WQQ"= QU��H � C/�F-�OJ O�CnQ z H � �� H w� � o N H W J H � O O � W a Q a o Q 0 °C a z � Q �a � � Q � � � � � W C F-I � e t� " � iHEET 1 OF 1 �- e 876 . 02 `Y : �, � z o� H� Qa HO~C�U LLJ�Hz oo�= WQQ"= Q U � O � � C/�H-�OJ o�c~na z H � a �> `i w � , o � o N � J W H Z Q Z � � 0 �Z o� z Qa � � } �a H O � � -IEET 1 OF 1 876.01 NOT FOR CONSTRUCTION FOR REVIEW ONLY V / J � � W � W � � � � Q � Z � � �/ / SHEET � NO. I DATE I BY REVISION DESCRIPTION �w�, � � vU �z� W � � W � Z �l 1� 1--i � � � w `..J � 0 c� � � � N M U~� 'Z °° � a 0 Qr o l � I--1 � cv a" �z . y� r� �.J � O �/ 1 � �� x i--r �P�z w Q w a �� W Wa' I--I � �.J � � �� O W� � �11111l1/�� P �i A� ��%� ` cj' • v� � � � �y:o W r z . L7 � ��''� � � , .�P�� lili{lil�\ � V � � � � � O � � O � V � � � � � O a � O � Q Z J O I..L � U 2 H � O Z � � Z � � U Z Q � OA' 1..� � o °' N m � � � � � � � � J O � � J w W � a�0 pp m� W W w Q� Z m Z� ol Z Lj,j � � � (n � p Q w Q w O � � 0 � U � U � SECTION A-A PIPE OUTLET WITH DITCH H= RIP RAP TO TOP OF PIPE (MAX. H= D+ T) T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS T= 12" CLASS �B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS � C BUILD THIS PORTION OF DRIVEWAY PAVEMENT