20072022 Ver 1_Site Plan_20071219

PIN: 0860-03ti33-3314 PID:19334 PIN: 0860-0120-8767 PID:193361 93344
93361
PIN: 0769-01-28-5772 PID:193301 93301
PIN: 0769-01-27-6679 PID: 20386 w~r~rf+wr. wc9e !03869 ¦
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~ 16 CONSULTANT PUCE. SUITE 201
DURHAM. NORTH CAROLINA 27707 ¦ P 919.490.4990 F 919.490.8953
I I -I CAROLINA VICINITY MAP • 537 MARKET STREET, SUITE LL20
~ CHATANOOGA, TENNESSEE 37402 P 423.266.4990 F 423.266.5700
DEVELOPMENT SUMMARY ¦
www.horvothassociates.com ¦
1. SITE PLAN REMAINS VALII !EMAINS VALID AFTER 4 YEARS ONLY FOR THOSE PORTIONS OF THE SITE THAT HAS ACTIVE PERMITS OR 1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE SITE SUMMARY
HAS ALREADY RECEIVED DY RECEIVED CERTIFICATES OF COMPLIANCE. OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA LOS ARBOLES". GROSS UND /1REA: 472.60 AC ¦
2. ALL SIZES, MATERIALS, SU SANITARY SEWER AND Sl ARTERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR All PROPOSED UTILITIES WATERLINES, ( EWER AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHAII BE DESIGNED TO THE SPECIFICATIONS 2. ROOT ZONE PROTECTION AREA EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING EXISTING ZONING: RR ¦
SET FORTH IN THE DESIGt' REVIEW AND APPROVAL IN THE DESIGN CRITERIA AND STANDARDS OF THE PUBLIC WORKS DEPARTMENT AND BE SUBJECT TO TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA D APPROVAL BY THE PUBLIC WORKS DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL. MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS. WA1BtSH~: F/J-B ¦
3. THE DEVELOPER IS RESP( DPER IS RESPONSIBLE FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SIGNS AND PAVEMENT RNBt BASIN: NH1SE
MARKINGS WITHIN THE Pi TO THE CITY AT CONSTRI WITHIN THE PUBLIC RIGHT-OF-WAY. THE DEVELOPER SHAII SUBMIT A SIGNING AND MARKINGS PLAN 1. THE FINAL PLAT WILL BE FILED PRIOR TO ISSUANCE OF BUILDING PERMITS THAT DEDICATES THE OPEN SPACE. ~ AT CONSTRUCTION PLAN STAGE FOR REVIEW AND APPROVAL. ALL SIGNS AND PAVEMENT E~STING USA UNDEVELCIP~ LMlD ¦
MARKINGS, SHOWN ON CERTIFICATE OF OCCUPY SHOWN ON THE CONSTRUCTION PLANS, MUST BE IN PLACE PRIOR TO THE ISSUANCE OF ANY 2. CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 SETS OF SITE 'E OF OCCUPANCY AND/OR STREET ACCEPTANCE, AS DETERMINED BY THE CITY. CONSTRUCTION DRAWINGS (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW AND CRY WMR ~ INSIDE DOUTSIDE ¦
4. WATER AND SEWER PERK APPROVAL BEFORE STARTING CONSTRUCTION. THIS SUBMITTAL MUST BE DONE PRIOR TO APPLYING FOR A )SEWER PERMITS ARE REQUIRED FOR THIS PROJECT. BUILDING PERMIT. N_ THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN URBIW GROWTH AREA INSIDE ~QUI~IDE ¦
5. a. STATE DRIVEWAY; A N APPROVAL. tIVEWAY; A NCDOT DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION. ZONWG: PDR 3A Z ¦ Q J
COMACT NCDOT ~ 560 b. CITY DRIVEWAY: A CIT NCDOT ~ 560-6854 3. A COMPLETED CITY OF DURHAM DESIGN SUMMARY IS REQUIRED (FOR EACH DETENTION/WATER QUALITY VEWAY: A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY DEVICE) NO LA1ER THAN AT THE FIRST CONSTRUCTION DRAWING SUBMITTAL. DEVaOPMB~1ii1@t: SUBURBMI
CONSTRUCTION. SUBMIT REVIEW. AFTER OBTAININ :TION. SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO CITY ENGINEERING DEVELOPMENT ' TER OBTAINING THE PERMIT, PLEASE CALL CITY CONSTRUCTION INSPECTOR PRIOR TO START OF 4. DEDICATE AN ADDITIONAL 10 FEET OF RIGHT-OF-WAY ALONG THE FRONTAGE OF THE SITE ON DOC NICHOLS ' LOT SUMMARY ¦ dfQ0
CONSTRUCTION 560-4 ROAD AND 25 FEET OF RIGHT-OF-WAY ALONG THE FRONTAGE OF LEESVIILE ROAD. TION 560-4326 1. A MAXIMUM OF 1200 DWELLING UNITS WILL BE P TS WILL BE PROVIDED. TOTAL LOTS = 499 (369 SINGLE FMAILY LOTS: ~.~0 MUL1I-FMAII.Y~ ¦ Q Q~Q
6. CENTERLINE OF VARIABL RESPONSIBILITY FOR IMPF E OF VARIABLE WIDTH PUBLIC STORM WATER DRAINAGE EASEMENT. OWNERSHIP OF, AND LITY FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER FACILITIES IN THIS EASEMENT REMAINS 2. All SINGLE FAMILY LOT SIZES ARE TO BE A MINIM BE A MINIMUM OF 6,500 S.F. A MAXIMUM OF 250 LOTS WILL BE BETWEEN 6,500 - 7,000 S.F. NMXIMUM BUILDING HBCHT = 3S
WITH THE CURRENT OWN ACCESS POINTS TO THE E URRENT OWNER. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY, THE EASEMENT AND All SIZES, MATERIALS, SLOPES LOCATIONS, EXTENSIONS, AND DEPTHS FOR All PROPOSED UTILITIES (WATERLINES, THROUGHOUT THE COMPLETED DEVELOPMENT. )INTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN THE 'REVISED SANITARY SEWER LINES, AND STORM DRAINAGE CONVEYANCE SYSTEMS) SHALL BE REVIEWED AT CONSTRUCTION :LOPMENT.
' DECLARATION OF RIGHT EASEMENTS" RECORDED ON OF RIGHTS AND PRIVILEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY DRAWING SUBMITTAL AND BE SUBJECT TO APPROVAL BY THE CITY OF DURHAM PUBLIC WORKS DEPARTMENT RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. BASED UPON THE DESIGN CRITERIA AND STANDARDS SET FORTH BY THE PUBLIC WORKS DEPARTMENT. 3. A MAXIMUM OF 141 SINGLE-FAMILY LOTS WILL F LOTS WILL FALL WITHIN THE TRANSITIONAL USE AREA. NOMULTI-FAMILY LOTS WILL BE INTO MINIMUM LOT SQE = 6,500 SF • ix o U.J X: Ole
THIS EASEMENT AND THE MAINTENANCE. NO BUIII TENT AND THE REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC THE TRANSITIONAL USE AREA. VCE. NO BUILDING, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE 2. AN EXECUTED STORMWATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT (PREPARED BY AVBtAGE LOT SIZE = 7,500 SF
EASEMENT EXCEPT ACC( EXCEPT ACCORDING TO THOSE TERMS. STORMwATER SERVICES, CITY OF DURHAM), PAYMENT OF A STORMwATER FACILITY PERMIT FEE 02,000 PER 4. DEVELOPER COMMITS TO USE BAFFIESAND/OR DETENTION/WATER QUALITY DEVICE) AND PERPETUAL SURETY FOR THE CONTINUED OPERATION AND MAINTENANCE OF THE FACILITY IS RE UIRED PRI R TO N TR TI N P N SEDIMENT TRAPPING EFFICIENCY DURING CONS .S AND/OR SKIMMERS AS EROSION AND SEDIMENTATION CONTROL TO INCREASE AT LEAST 1W0 PARKING SPACES WILL BE PROVIDE PBt TOWNHOME RING CONSTRUCTION (CONSISTENT WITH PRACTICES OUTLINED IN THE UPDATED N.C. ~TI'IESE CAN BE FULRLLED WISH THE USE OF GARAGES) ¦ uml Uz
7. PERMIT REQUIRED PRIOR CITY OF DURHAM ENGIN ~UIRED PRIOR TO CONSTRUCTION OF STORM DRAINAGE FACILITIES. PERMIT TO BE OBTAINED FROM Q 0 COS UC 0 LA APPROVAL. iRHAM ENGINEERING WITH A COPY OF THE APPROVED PLAN .APPLY FOR PERMIT WITHIN 30 DAYS OF STATE DESIGN MANUAL). S
STARTING WORK. PRIOR 560-4326 A MINIMUM YORK. PRIOR TO ANY CONSTRUCTION, CONTACT ENGINEERING CONSTRUCTION INSPECTION OFFICE A MINIMUM OF 48 HOURS AHEAD OF TIME TO COORDINATE INSPECTION PRIOR TO ACTUAL 5. DEVELOPER COMMITS TO USE BEST MANAGEME IANAGEMENT PRACTICES WHICH EXCEED CURRENT STANDARDS, WHEREBY SINGLE FAMILY REQUIRE PI~RKING: 2 PBt UNR ~ ~ SPACES t/1 ~ Z % U:~
CONSTRUCTION. i ;TION. 1. ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONCENTRATED FLOW DISCHARGES ARE MODI ARE MODIFIED TO DIFFUSED FLOW RATES, AND BUY-DOWNS ARE MINIMIZED. MULiI-FMNLY REQUIRE PARgNG: 2 P6t UNR = Z60 SPACES 0 <
8. ALL DEVELOPMENT WITH SUBSTANTIAL IMPROVEM )PMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING Hll, NEW CONSTRUCTION, 2. EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTION FEE, STARTING AT x100+496 TECHNOLOGY SURCHARGE. EACH SUBSEQUENT RE-INSPECTION WILL INCREASE BY 6. A 20-FOOT VEGETATIVE (EXISTING AND INSTALLEI ~l IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF MATERIALS AND STORAGE OF TOXIC OR ID INSTALLED) BUFFER WILL BE MAINTAINED ALONG THE 3300 LINEAR FOOT EASTERN p/~~ pRpylDEp• ~ SINGLE CAR G/1RAGE PBt UNR # 0769-01-38-5465. NO LOTS WILL BE PLATTED INTO THIS BUFFER.
FLAMMABLE SUBSTANCE FLOODPLAIN E SUBSTANCES, IS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD REGULATIONS. 5100+496 (EXAMPLE 1ST -;104, 2ND - 5208, 3RD -5312, ETC.) PAYMENT MUST BE RECEIVED BY THE DURHAM CITY BOUNDARY LINE ADJOINING PARCEL # 0769-01- FLOODPLAIN ELEVATION(S): N A NO FLOODPLAIN FOUND ON SITE COUNTY PLANNING DEPARTMENT PRIOR TO RE-INSPECTION. PARgNG PROVIDED:1 DRIVEWAY SPACE P6t UNR ~ Oc
FLOODPIAIN FEMA MAP NI FLOODPIAIN ZONE; Z_ 7. DEVELOPER AGREES THAT NOMULTI-FAMILY LOl FEMA MAP NUMBER: 31200169001 3720086000) 3. AS-BUILT LIGHTING SURVEY WILL BE REQUIRED PRIOR TO CERTIFICATE OF COMPLIANCE IS ISSUED. LINE ADJOINING PARCEL # 0769-01-38-5465. FAMILY LOTS WILL BE DEVELOPED ALONG THE 3300 LINEAR FOOT EASTERN BOUNDARY '~8-5465.
FEMA MAP Di 9. STREAM BUFFERS: (VARIA FEMA MAP DATE: MAY 2, 2005 FFERS: VARIABLE WIDTH UNDI TURBED D RHAM TR AM F M RED FR M T P F BANK 8. CONSTRUCT A CENTRALIZED RECREATIONAL FAi ~TIONAL FACILITY TO INCLUDE A CLUBHOUSE, SWIMMING POOL, TENNIS COURTS, AND A
EACH SIDE OF STREAK MAINTENANCE OF EX ( ) S U S E BU FER, EASU 0 0 0 DE OF STREAM. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY 1. AN AS-BUILT CERTIFICATION, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR TO THE ISSUANCE OF A LARGE ACTIVE TURF/FIELD AREA SUITABLE FOR A DANCE OF EXISTING VEGETATION PERMITTED. NO STRUCTURES REQUIRING GRADING MAY BE CERTIFICATE OF OCCUPANCY. BE COMPLETED BEFORE THE 121 CERTIFICATE OF ABLEFORAVARIETYOfORGANIZEDSPORTSANDCOMMUNITYACTIVITIES.THISSITEWILL IMPERVIOUS SURFACE AREA CALCULATIONS
PERMITTED WITHIN THE ~D WITHIN THE 10 FOOT STREAM BUFFER SETBACK. 1FICATE OF OCCUPANCY IS GRANTED. 1 •
10. NEUSE RIVER BASIN STREW 2. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE W T R V I H A L I 9. THE DEVELOPER AGREES TO INSTALL SIGNAGE A R BASIN STREAM BUFFERS: 50 F00T WIDE NEUSE RIVER BASIN STREAM BUFFERS, MEASURED FROM TOP TO ARD MO 0 EHICLE OPERATORS. EXTERIOR L G TS SH L BE SH ELDED SO THAT THEY DO NOT CAST DIRECT SIGNAGE ALONG THE NEIGHBOR'S SIDE OF THE 3300 LINEAR FOOT EASTERN BOUNDARY ~r~ ~V~ ~ ~
OF BANK EACH SIDE OF IS MAINTAINED (UNLESS ~ 4CH IDE F TREAM W W yy LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS: LINE ADJOINING PARCEL # 0769-01-38-5465, $T/ S 0 S .GRADING MAY BE ALLO ED (THIN THE FIRST 20 FEET AS LONG AS SHEET FLO JED (UNLESS A DURHAM STREAM BUFFER IS ALSO REQUIRED ON THE SAME STREAM SEGMENT, IN A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY IINE ADJACENT TO RESIDENTIAL ZONING IS PURPOSES" WHEN DEVELOPMENT OCCURS WITH( 38-5465, STATING, "NO TRESPASSING -ADJACENT PROPERTY USED FOR HUNTING TOTAL AREA - 4ZZ.6O AC ~ ~ B~~IOS..S~ SF~ CURS WITHIN 100 FEET Of THE PROPERTY LINE. ¦
WHICH CASE THE STRICTI SE THE STRICTER STREAM BUFFER WIDTH WOULD APPLY. 1 /2 F00T CANDLES. I 6. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING 10. CONSTRUCT A MINIMUM OF 4 ADDITIONAL C0~ MAXIMUM ALLOWABLE I~APBtVIOUS AREA = 4,418,055 SF (2496) ¦
' 11. WETLANDS: STATE AND FI CORPS OF ENGINEERS Pf STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE U.S. IS 5 FOOT CANDLES. PASSIVE RECREATION. PARKS SHAII BE COMPLE ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN OR NEAR A C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5 FOOT IONAL COMMUNITY PARKS THROUGHOUT THE SITE SUITABLE FOR BOTH ACTIVE AND BE COMPLETED AS fOILOWS:
LAKE, STREAM, CREEK, TR CANDLES. • PARK A - Wlll BE COMPLETED PRIOR TO THE 1M, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS. D. THE MAXIMUM HEIGHT FOR DIRECTIONAL IGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED • PARK B - WILL BE COMPLETED PRIOR TO THE 'IOR TO THE ISSUANCE OF THE 100TH CERTIFICATE OF OCCUPANCY WITHIN PHASE FIVE. f~~iS / SIpEW,U,K / pgRqNG a 9SS.O3S SF ~5..~~?~ IOR TO THE ISSUANCE OF THE 200TH CERTIFICATE OF OCCUPANCY WITHIN PHASE FOUR.
12. UNDISTURBED LANDSCAI GRADING OTHER THAN S ED LANDSCAPE BUFFERS: VARIABLE WIDTH UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR TO INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 25 • PARK C - Wlll BE COMPLETED PRIOR TO THE )THER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION FE~• • PARK D - WILL BE MP T CO LETED PRIOR 0 THE !IOR TO THE ISSUANCE OF THE 100TH CERTIFICATE OF OCCUPANCY WITHIN PHASE FOUR. TOWNHOMES' 'IOR TO THE ISSUANCE OF THE 121 ST CERTIFICATE OF OCCUPANCY WITHIN PHASE ONE. ~3p UNRS x 1,200 SFNNR s ~56.~ SF ~O.SS~iiJ ¦
PERMITTED. E. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL (IGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL IINE PARALLEL TO THE GROUND, SHALL COVER SHEET ¦
13. PROTECTION OF EXISTING GRADE AROUND A TREE BE 12 FEET. THIS MUST BE VERIFIED BY FIELD SURVEY BY USE OF PHOTOMETRIC SURVEY PRIOR TO THE 11. CONSTRUCT A SERIES OF MULCHED NATURE TRA N OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING ( I DUND A TREE OR STRIPPING OF TOPSOIL A CLEAN SHARP VERTICAL CUT SHALL BE MADE AT THE CERTIFICATE OF COMPLIANCE BEING ISSUED. METHODS TO ACCOMPLISH THIS MAY INCLUDE, BUT NOT BE TRAIL-HEADS INTERSECTING THE EXTENSIVE SIDE JATURE TRAILS THROUGHOUT MANY OF THE NATURAL AREAS OF THIS SITE, WITH NSIVE SIDEWALK SYSTEM TO ALLOW A VARIET`! OF PEDESTRIAN MOVEMENT PATTERNS. ~ UNRS: ¦
EDGE OF THE TREE SAVE TREE PROTECTION FENCII LIMITED T0, HORIZONTAL LAMPS, SHIELDING OF LAMPS, REDUCTION IN THE NUMBER OF FIXTURES, THOUGH THIS SITE I N T PA iE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE S 0 RT OF THE DOST MA ;CTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK REDUCTION OF WATTAGE OF BULBS, ETC. ALL OF THIS INFORMATION, INCLUDING DETAILS, Wlll BE OUR TRAIL SYSTEM TO THE MASTER TRAIL SYSTEM E DOST MASTER PLAN, THE DEVELOPER WILL PROVIDE AN OPPORTUNITY TO CONNECT 152 UNlis x 2,,00 SFNNIT =.~.BOO SF ~~.9SX~ AIL SYSTEM IF/WHEN NEIGHBORING PROPERTIES ALLOW THIS TO HAPPEN. CONSTRUCTION
AND SHALL REMAIN IN PI STORAGE OF MATERIALS REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT. OF THIS INTERNAL TRAIL SYSTEM WILL BE AS FOIL( )F MATERIALS, FILL OR EQUIPMENT AND NOT TRESPASSING SHAII BE ALLOWED WITHIN THE BOUNDARY • BE AS FOLLOWS: ~ UNII.S: ¦
OF THE PROTECTED AREA M ATI N PHASE 1- TRAIL Wlll BE COMPLETED PRIOR 1 )TECTED AREA. 3. TRAFFI IMPACT ANALYSIS RECOM END 0 S A, i ERSECTION OF NC 98 AND SHERRON ROAD SR 1811: • PHASE 3 -TRAIL WILL BE COMPLETED PRIOR 1 TED PRIOR TO THE ISSUANCE OF THE 200TH CERTIFICATE OF OCCUPANCY IN PHASE L UNRS X Z,~ SFNNR ~ J~4,~ SF ~ TED PRIOR TO THE ISSUANCE OF THE 100TH CERTIFICATE OF OCCUPANCY IN PHASE IIL I ~~I ¦
14. THE SITE WILL BE MASS GI ~I .L BE MASS GRADED. • RETIME THE EXISTING TRAFFIC SIGNAL AT THIS INTERSECTION AND SYNCHRONIZE WITH THE PROPOSED • REMAINDER OF TRAIL SYSTEM WILL BE 100% TRAFFIC SIGNAL AT THE INTERSECTION OF NC 98 AND OLIVE BRANCH ROAD. OCCUPANCY WITHIN PHASE FIVE. .L BE 100% COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH CERTIFICATE OF ~ uN~, ¦
15. WATER/SEWER EXTENSIOI A. ALL CONSTRUCTION DER EXTENSIONS: B. INTERSECTION OF NC 98 AND OLIVE BRANCH ROAD ISR 19051: )NSTRUCTION SHALL CONFORM TO THE LATEST CITY OF DURHAM STANDARDS • NSTAII A NEW TRAFFIC SIGNAL AT THIS INTERSECTION AND SYNCHRONIZE WITH THE EXISTING TRAFFIC 112 UNIt~ x 3,200 SFNNR = 358.00 SF (1.9496) ¦
B. STATE WATER AND/( SHALL REVIEW AND 12. THE SITE IMPERVIOUS SURFACE AREA SHALL NOT WATER AND/OR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM ENGINEERING DEPARTMENT SIGNAL AT THE INTERSECTION OF NC 98 AND SHERRON ROAD. PROVIDE PROTECTED PHASING FOR THE REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO SUBMITTING THEM TO THE STATE WESTBOUND LEFT TURN MOVEMENT FROM NC 98. ALSO, PROVIDE A RIGHT TURN OVERLAP PHASE FOR SHALL NOT EXCEED 24~.
FOR APPROVAL. 'PROVAL. THE EASTBOUND APPROACH OF NC 98 AND THE NORTHBOUND APPROACH OF OLIVE BRANCH ROAD. 13. THE DEVELOPER AGREES TO MASS GRADE IN PHI C. INTERSECTION OF OLIVE BRANCH ROAD ISR 19051 AND DOC NICHOIS ROAD ISR 19081: PHASE CANNOT BEGIN UNTIL THE PREVIOUS PHA; ;ADE IN PHASES. THE DEVELOPER COMMITS TO SIX DEVELOPMENT PHASES, AND THE NEXT ~~uNEOUS RESERVE _ ~.3.~ SF (OAT~i~ VIOUS PHASE IS GRADED, SEEDED AND MULCHED. ¦
16. ON SITE WATER SUPPLY C ON SITE WATER SUPPLY C TER SUPPLY OR WASTE WATER DISPOSAL: APPROVAL DOES NOT GUARANTEE APPROVAL OF EITHER • PROVIDE AND EXCLUSIVE RIGHT TURN LANE ON THE SOUTHBOUND APPROACH OF OLIVE BRANCH TER SUPPLY OR WASTE WATER DISPOSAL SYSTEMS OR THAT PERMITS Wlll BE ISSUED FOR THE ROAD WITH A MINIMUM OF 125 FEET OF STORAGE AND 100 FEET OF BAY TAPER. 14. THE DEVELOPER AGREES TO USE BEST PRACTICE, CWBHOUSE/POOL =101.664 SF (.5596) PRACTICES UTILIZING (WHERE PRACTICAL) 3:1 FILL SLOPES. ¦
CONSTRUCTION OF SUCI :TION OF SUCH SYSTEMS. D. INTERSECTION OF DOC NICHOLS ROAD ISR 19081 AND LEESVILLE ROAD ISR 19061: • PROVIDE AN EXCLUSIVE RIGHT TURN LANE ON THE SOUTHBOUND APPROACH OF DOC NICHOLS ROAD ¦
17. A SRE PLAN CANNOT BE RECEIVED (BY THE DURHI I CANNOT BE APPROVED UNTIL A RECEIPT FROM THE WETLANDS RESTORATION FUND WRF HAS BEEN WITH A MINIMUM OF 250 FEET OF STORAGE AND 100 FEET OF BAY TAPER. 15. CONSTRUCT LEFT TURN LANE AT EACH OF THREE 1 I BY THE DURHAM COUNTY ENGINEERING DEPARTMENT AND DURHAM CITY/COUNTY PLANNING) • PROVIDE AN EXCLUSIVE LEFT TURN LANE ON THE EASTBOUND APPROACH OF LEESVILLE ROAD WITH A H OF THREE (3) SITE ENTRANCES ON DOC NICHOLS ROAD. TOTAL PROPOSE IMPERVIOUS AREA = Z,ZTJ,~.~ SF ~~Z.3]XfJ
CONFIRMING THE PAYMI IG THE PAYMENT OF ~X.XX (TO BE DETERMINED BY STORMWATER SERVICES) IN OFFSET FEES. MINIMUM OF 300 FEET OF STORAGE AND 100 FEET OF BAY TAPER. 16. CONSTRUCT Y~ ONE HALF OF A 45' BACK TO B~ ~ ~ E. INTERSECTION OF US 70 AND LEESVILLE ROAD (SR 19061: R OAD, INCLUDING THE EXCLUDED MORTON PRC BACK TO BACK CURB AND GUTTER SECTION FOR THE FRONTAGE ALONG DOC NICHOLS ORTON PROPERTY. ¦
17a. All FUTURE PHASES SHAL + IMPERVIOUS SURFACES, i PHASES SHALL CONSIDER THE PROPOSED IMPERVIOUS AREA IN PHASE I, AND ALL OTHER PROPOSED • CONVERT THE EXISTING WESTBOUND APPROACH OF LEESVILLE ROAD TO A FIVE-LANE CROSS SECTION, S SURFACES, AS NEW IMPERVIOUS AREA FOR THE PURPOSE OF CALCULATING NITROGEN LOADING WITH TWO (2) INGRESS LANES AND THREE (3) EGRESS LANES (ONE EXCLUSIVE LEFT TURN LANE, ONE ¦
RATES. SHARED LEFT-RIGHT LANE, AND ONE EXCLUSIVE RIGHT TURN LANE .THIS SECTION OF ROADWAY 17. DEDICATE 10 OF ADDITIONAL RIGHT-OF-WAY A I SHOULD EXTEND A MINIMUM OF 700 FEET ALONG IEESVILIE ROAD. -OF-WAY ALONG THE FRONTAGE OF THE SITE ALONGDOCNICHOLSROAD. FUTURE IMPERVIOUS SURFACE AREA CALCULATIONS ¦
18. AN EXECUTED STORMW~ STORMWATER SERVICES, ED STORMWATER FACILITY OPERATION AND MAINTENANCE PERMIT AGREEMENT (PREPARED BY • PROVIDE AN EXCLUSIVE RIGHT TURN LANE ON THE NORTHBOUND APPROACH OF US 70 WITH A 18. CONSTRUCT EASTBOUND LEFT TURN LANE ALON TER SERVICES, CITY OF DURHAM), PAYMENT OF A STORMWATER FACILITY PERMIT FEE (2,000 PER MINIMUM OF 300 FEET OF STORAGE AND 200 FEET OF BAY TAPER. ANE ALONG LEESVILLE ROAD TO ACCESS MAIN SUBDIVISION ENTRANCE. R~~ ~f~ ¦
DETENTION/WATER QUAI i MAINTENANCE OF THE Fi (WATER QUALITY DEVICE) AND PERPETUAL SURETY FOR THE CONTINUED OPERATION AND • EXTEND THE EXISTING EXCLUSIVE (EFT TURN LANE ON US 70 AND PROVIDE A SECOND EXCLUSIVE LEFT 19. DEDICATE 25 OF RIGHT-OF-WAY ALONG THE FR JCE OF THE FACILITY IS REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL. TURN LANE ON THE SOUTHBOUND APPROACH OF US 70 WITH A MINIMUM OF 550 FEET OF STORAGE )NG THE FRONTAGE OF THE SITE ALONG LEESVILLE ROAD. TOTAL AREA = 4ZZ.6O AC ' ~ $~~OS~wv SF~
19. A COMPLETED CITY OF C PER LANE AND THE APPROPRIATE LENGTH OF BAY TAPER. fED TTY OFD RHAM DE I W • MODIFY THE EXISTING SIGNAL TO PROVIDE OVERLAP PHASING FOR THE NORTHBOUND RIGHT TURN 20. CONSTRUCT EASTBOUND AND SOUTHBOUND LE C U S GN SUMMARY IS REQUIRED (FOR EACH DETENTION/ ATER QUALITY ABOUND LEFT TURN LANES AT THE INTERSECTION OF DOC NICHOLS ROAD AND LEESVILLE NWW(IMUM ALLOWABLE OVBtALI IMP9tVI0US AREA = 4,418,055 SF (24~'.) ¦
DEVICE) NO LATER THAN LATER THAN AT THE FIRST CONSTRUCTION DRAWING SUBMITTAL. MOVEMENT FROM US 70 AND PROVIDE SPLIT PHASING FOR THE MINOR STREET APPROACH OF ROAD. LEESVIIIE ROAD. ¦
20. STORMWATER BMP DESIC THE EXCEPTION OF PREII~ fER BMP DESIGNS AND CALCULATIONS WILL NOT BEREVIEWED/APPROVED WITH THE SITE PLAN, WITH F. INTERSECTION OF LEESVILLE ROAD ISR 19061 AND SHADY GROVE ROAD ISR 1981 I: 21. CONSTRUCT NORTHB ND AN A T OU D E S BOUND LE PION OF PRELIMINARY SIZING CAICULAITONS FOR STORMWATER DETENTION. ALL DESIGNS WILL BE • PROVIDE AN EXCLUSIVE RIGHT TURN LANE ON THE SOUTHBOUND APPROACH OF LEESVILLE ROAD WITH NICHOLS ROAD. TBOUND LEFT TURN LANES AT THE INTERSECTION OF OLIVE BRANCH ROAD AND DOC ~ a r~ ~ ¦
REVIEWED AND APPROV 4ND APPROVED AT THE CONSTRUCTION DRAWING STAGE. A MINIMUM OF 100 FEET OF STORAGE AND 100 FEET OF BAY TAPER. G. INTERSECTION OF DOC NICHOLS ROAD (SR 19081 AND SITE DRIVEWAY # 1 (FULL ACCESS!:
21. WHERE STREETS TERMINA' RIPRAP OR CONCRETE A EETS TERMINATE EXAMPLE PHASE LINES THE FOLLOWING WILL BE INSTALLED:1 ASPHALT HEADER, 2 • PROVIDE ATWO-LANE CROSS-SECTION FOR SITE DRIVEWAY #1, WITH ONE (1) INGRESS LANE AND (1 22. CONSTRUCT A WESTBOUND LEFT TURN LANE AT ( 1 I I I CONCRETE APRON FOR STORM WATER TO DISSIPATE, 3) UTILITIES TO EXTEND A MINIMUM OF 5' EGRESS LANE. N LANE AT THE WTERSECTION OF OLIVE BRANCH ROAD AND NC98. PF'I~1SE M RESBZVE IMP~VIOUS AREA ~ ¦
BEYOND THE EDGE OF Pl E EDGE OF PAVEMENT, 4) NCDOT TYPE III BARRICADE. H. INTERSECTION OF DOC NICHOLS ROAD ISR 19081 AND SITE DRIVEWAY #2 IFUII ACCESS(: 23. PROVIDE SIDEWALKS ALONG BOTH SIDES OF ALI • PROVIDE ATHREE-LANE CROSS SECTION FOR SITE DRIVEWAY #2, WITH ONE (1) INGRESS LANE AND THE PROJECT AND ALONG ONE SIDE OF AlL RE, IDES OF ALL COLLECTORS AND THOROUGHFARES PASSING THROUGH OR IN FRONT OF OF ALL RESIDENTIAL STREETS AND ALONG ALL CUL-DE-SACS THAT ARE AT LEAST 400 FEET Q~/~~ F(f N~ ~P~~~ = 4.418,055 SF (24X?)
22. BY REFERENCING ROADV IMPROVEMENTS PRIOR T( ICING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID TWO (21 EGRESS LANES (ONE LEFT TURN LANE AND ONE RIGHT TURN LANE(. IN LENGTH. ENTS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY IN A MANNER THAT Wlll ALLOW THEM TO • PROVIDE AN EXCLUSIVE RIGHT TURN LANE ON THE NORTHBOUND APPROACH OF DOC NICHOLS wo;
FUNCTION AS NOTED ON AND POLICIES. THIS INCLI AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS ROAD WITH A MINIMUM OF 100 FEET OF STORAGE AND 100 FEET OF BAY TAPER. TES. THIS INCLUDES WHERE APPROPRIATE BUT IS NOT LIMITED T0: ADEQUATE TRANSITION TAPERS, • PROVIDE AN EXCLUSIVE LEFT TURN LANE ON THE SOUTHBOUND APPROACH OF DOC NICHOLS ROAD 24, THE DEVELOPER HAS AGREED TO PAY 501 OF TH I I ' S0% OF THE RELOCATION COSTS OF THE FENDEL BEVERS HOUSE, WITHIN A THREE (3) MILE o*; % 1100
' ALIGNMENT OF LANES Th ASSOCIATED SIGNAGE, f OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, WITH A MINIMUM OF 100 FEET OF STORAGE AND 100 FEET OF BAY TAPER. RADIUS OF THE STRUCTURE'S EXISTING LOCATION D SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS I. INTERSECTION OF DOC NICHOLS ROAD (SR 19081 AND SITE DRIVEWAY #3 (FULL ACCESS(: REl AT N W ~ OC 10 COSTS ILL NOT INCLUDE COST C LOCATION, OR A MAXIMUM OF $15,000.00 IF THE RELOCATION IS BEYOND THREE MILES. 1DE COST OF BUILDING NEW FOUNDATION FOR STRUCTURE.) IN ADDITION, THE
i AND BIKE LANES. THE AP RIGH-OF-WAY NECESSAR ANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY OF ANY ADDITIONAL • PROVIDE ATWO-LANE CROSS SECTION FOR SITE DRIVEWAY #3, WITH ONE (1) INGRESS LANE AND ONE DEVELOPER Wlll AGREE TO WORK WITH THE HIS' AY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK (1) EGRESS LANE. KITH THE HISTORIC PRESERVATION SOCIET`f OF DURHAM TO FIND AN INTERESTED BUYER. ¦ SEAL 24427
CONSTRUCTION. TION. J. INTERSECTION OF LEESVILLE ROAD (SR 1906) AND SITE DRIVEWAY #4 (FULL ACCESS(: • PROVIDE ATHREE-LANE CROSS-SECTION FOR SITE DRIVEWAY #4, WITH ONE 1 INGRESS LANE AND 25. THE DEVELOPER ACKNOWLEDGES THE IMPORTA (I IE IMPORTANCE OF THE DURHAM PUBLIC SCHOOLS AND ITS NEED FOR APPROVAL STAMP 41 ¦ •i•. ? F ER
23. THE FOLLOWING ITEMS A CONSTRUCTION OF WAT NING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE ITEMS THAT ARE REQUIRED BEFORE TWO (2) EGRESS LANES (ONE LEFT TURN LANE AND ONE RIGHT TURN LANE). UPDATED/IMPROVED FACILITIES. THEREFORE, THE TION OF WATER, SEWER, STORM DRAINAGE AND STREETS CAN BEGIN. DEVELOPER IS ULTIMATELY • PROVIDE AN EXCLUSIVE LEFT TURN LANE ON THE EASTBOUND APPROACH OF LEESVILLE ROAD WITH A SCHOOLS PER RESIDENTIAL BUILDING PERMIT OB 'EFORE, THE DEVELOPER HAS COMMITTED TO DONATE $500 TO DURHAM PUBLIC PERMIT OBTAINED. THIS DONATION WILL BE IN FORCE UNTIL SUCH TIME AS A SCHOOL I NE
RESPONSIBLE TO MAKE C .E TO MAKE CERTAIN THAT THESE ITEMS ARE COMPLETE AND APPROVED. MINIMUM OF 125 FEET OF STORAGE AND 100 FEET OF BAY TAPER. IMPACT FEE STRUCTURE IS ADOPTED BY THE DURI • PROVIDE AN EXCLUSIVE RIGHT TURN LANE ON THE WESTBOUND APPROACH OF LEESVILLE ROAD WITH BY THE DURHAM COUNN COMMISSIONERS.
A. FIRE FLOW ANALYSIS ANALYSIS. CONTACT DW ANALYSIS R~UIRED. WATERLINE SIZES MAY CHANGE BASED ON ACCEPTABLE FIRE FLOW A MINIMUM OF 100 FEET OF STORAGE AND 100 FEET OF BAY TAPER. STS. CONTACT CITY ENGINEERING ~ 564.4326 TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT K. ADDITIONALTRAFFIC IMPACT ANALYSIS RECOMMENDATIONS ~ffffff/rr/~~
SYSTEM DATA. 1 DATA. • CONSTRUCTION OF A LEFT-TURN LANE ON DOC NICHOLS ROAD AT EACH SITE ENTRANCE. • WIDENING OF ON DOC NICHOLS ROAD 1 /2 (ONE HALF) A 45' B-B CURB AND GUTTER SECTION FOR
~ B. WATER PERMIT REQI PERMIT REQUIRED. SEWER PERMIT REQUIRED. THE FRONTAGE OF THE SITE, INCLUDING THE FRONTAGE OF THE EXCLUDED MORTON PROPERTY. • CONSTRUCTION OF NORTHBOUND AND EASTBOUND LEFT-TURN LANES AT THE INTERSECTION OF OLIVE ¦
C. BACKFLOW PREVENT LOW PREVENTOR PERMIT REQUIRED. CONTACT DEPARTMENT OF WATER MANAGEMENT AT 560-4194. BRANCH ROAD AND DOC NICHOLS ROAD. • CONSTRUCTION OF EASTBOUND AND SOUTHBOUND LEFT-TURN LANES AT THE INTERSECTION OF DOC ¦
24. ONE (1) BICYCLE SPACE ;YCLE SPACE PER TOWNHOME WILL BE PROVIDED IN TOWNHOME STORAGE SPACE. NICHOLS ROAD AND LEESVILLE ROAD. • CONSTRUCTION OF A WESTBOUND LEFT-TURN LANE AT THE INTERSECTION OF OLIVE BRANCH ROAD
25. THE PROPOSED ROADW~ TRANSPORTATION ENGIN ~SED ROADWAY IMPROVEMENTS WILL BE PHASED AND A PHASING PLAN WILL BE SUBMITTED BY AND NC HIGHWAY 98. 'ATION ENGINEERS - RAMEY KEMP AND ASSOCIATES. INC. ¦
26. STORMWATER CONTROL 4. A MAXIMUM OF 60 UNITS MAY RECEIVE A CERTIFICATE OF OCCUPANCY PRIOR TO THE COMPLETION OF A 'ER CONTROL CONSTRUCTION DRAWING APPROVAL FROM THE COUNTY ENGINEERING DEPARTMENT SECOND POINT OF ACCESS TO A PUBLIC STREET. ¦
(OR THE CITY PUBLIC WOI LAND-DISTURBING PERMn 'Y PUBLIC WORKS DEPARTMENT AFTER ANNEXATION) IS REQUIRED PRIOR TO ISSUANCE OF IRBING PERMIT. 5. EXTENSION AGREEMENT REQUIRED. IF SITE IS OUTSIDE CITY LIMITS, EXTENSION AGREEMENT MUST BE FULLY ¦
27. STORMWATER CONTROL MAINTAINED BY THE HOIv EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION. SUBMIT APPLICATION WITH ONE COPY OF 'ER CONTROLS AND DRAINAGE EASEMENTS ARE NOT MAINTAINED BY DURHAM COUNTY AND MUST BE OVERALL UTILITY PLAN. CONTACT ENGINEERING DIVISION AT 564-4326. D BY THE HOME OWNER'S ASSOCIATION. NO BUILDING, STRUCTURE, FILLS, EMBANKMENTS, OR
OBSTRUCTIONS ARE PERK )NS ARE PERMITTED WITHIN THESE EASEMENTS b. ANNEXATION PETITION REQUIRED. ANNEXATION PETITION MUST BE DEEMED VALID BEFORE FINAL CONSTRUCTION ¦
28. THE TEMPORARY PUMP Sl • STATION AND APPROXIM DRAWING APPROVAL. CONTACT BUDGET AND MANAGEMENT SERVICES DEPARTMENT AT 560-4111. RARY PUMP STATION FOR THIS SITE IS LIMITED BY THE CAPACITY OF THE EXISTING RAVENSTONE PUMP JD APPROXIMATELY 300 -400 UNITS FROM THIS DEVELOPMENT. (PHASE I) 7. A COMPLETED STORMWATER FACILITY MAINTENANCE AND OPERATIONAL PERMIT AGREEMENT WITH ¦
APPROPRIATE FEES, CALCULATIONS AND DETAILS MUST BE SUBMITTED AT TIME OF CONSTRUCTION PLAN REVIEW. PLANS WILL NOT BE REVIEWED WITHOUT THESE ITEMS. CONTACT STORMWATER SERVICES ®560-4326 FOR ¦
INFORMATION. ¦
8. THE DESIGN ENGINEER (A NCPE) will SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS (PLAN AND PROFILE IF REQUIRED) TO CITY ENGINEERING FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION. THIS
SUBMI1TAl MUST BE DONE PRIOR TO APPLYING FOR A BUILDING PERMIT. THE APPROVAL OF CONSTRUCTION • DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL. PLEASE NOTE THAT THE CONSTRUCTION DRAWINGS ARE TO DRAWN BY: CHECIC® BY:
BE SUBMITTED ON 24 INCH BY 36 INCH SHEET SIZE. PER CITY OF DURHAM DESIGN MANUAL. JC
1. THE SIERRA PUMP STATI( UNITS PRIOR TO THE UPS ~ PUMP STATION CAPACITY SHALL BE LIMITED BASED UPON 300 GPD/UNIT TO 252 RESIDENTIAL 9. THE LOCATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT )R TO THE UPGRADE OF THE EXISTING RAVENSTONE PUMP STATION TO FOUR PUMPS. UPON ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS,
COMPLETION OF THE R, 1 TO 636 RESIDENTIAL UN' ION OF THE RAVENSTONE PUMP STATION UPGRADE THE SIERRA PUMP STATION SHAII BE LIMITED PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE ®560-4326 FOR A SIDENTIAL LINTS AT 300 GPD/UNIT. UPON COMPLETION OF THE REGIONAL PUMP STATION #7, THE PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. ¦ DATE ¦ 09/10/07
~ CAPACITY CAN EXCEE[ !CAN EXCEED THE 636 RESIDENTIAL UNITS.
2. THE NUMBER OF RESIDE CONSTRUCTION DRAV+ BER OF RESIDENTIAL UNITS UTILIZING THE RAVENSTONE PUMP STATION WILL BE DETERMINED AT 1CTION DRAWING APPROVAL. THE AVAILABLE ALLOCATION OF THE RAVENSTONE PUMP ¦ SCAM N/A
STATION WILL BE REDUc Will BE REDUCED BY THE NUMBER OF UNITS THAT ARE APPROVED AT CONSTRUCTION DRAWING 1. DOCUMENTATION OF PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE) SHALL BE MADE FOR
REVIEW. ONCE THESE L CONSIDERED ALLOCA ONCE THESE UNITS HAVE BEEN APPROVED, THAT CAPACITY FOR THE PUMP STATION WILL BE THE ESTABLISHMENT OF A HOMEOWNER'S ASSOCIATION "DECLARATION OF COVENANTS AND RESTRICTIONS" FOR 'RED ALLOCATED REGARDLESS OF WHETHER THE UNITS ARE BUILT OR NOT. THE COMMON AREAS FOR PERPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED LANDS AND PROJECT NO.
3. SITE PLAN/PRELIMINARI IMPROVEMENTS. /PRELIMINARY PLAT APPROVAL IS SUBJECT TO ADDITIONAL CONDITIONS OF THE TRANSPORTATION THIS sire PLAN WAS REVIEWED AND APPROVED UNDER THE ¦ 0713
SPECIAL USE PERMIT (T. )SE PERMIT (T.S.U.P.) APPROVAL. UNIRED DEVELOPMENT ORDINANCE ADOPTS ON JANUARY 01 * 2006. ¦ sir No.
1. EROSION CONTROL PI I CONTROL PLAN TO BE SUBMITTED TO THE PLANNING DEPARTMENT FOR VERIFICATION PRIOR TO
ISSUANCE OF A ZONIN E OF A ZONING COMPLIANCE FORM. CASE #D06 -283
2. A LAND DISTURBANCI FORM. DISTURBANCE TREE SURVEY MUST BE SUBMITTED PRIOR TO ISSUANCE OF A ZONING COMPLIANCE ¦ cooo •
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ZONING CASE #I05-33 ¦
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sw t p~/~ 16'L x 18'W x 2~'IWCK NOTES: ~j~ING IW?~uBE ~PLI~~BA~ LEVEL SPREADER
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1. LEVEL SPREADERS SHALL BE INSTALLED LEVEL "~~-O~~ ~ fa.~rrt ~a lras~l
ALONG ENURE LENGTH (30.05'). A LASER LEVEL ~ IS RECOMMENDS FOR CONSTRUCTION. 1. SOIL AMENDMENTS: APPLY UME /WD FERTIIJZER
z~ rr ~ YS /ANY pOR~ON OF INSTALUTION THAT IS NOT ACCORaNG TO SOIL TES, OR APPLY X000 LB/ACRE
LE1/~ VNILL gE REJECTED MID MUST BE REBUILT GROUND AGRICULTURAL. LIMESTONE AND 1000 LB/ACRE
Y' ylti. G. ` T Mf'R/GR TO SATISFACTORY DESIGN REQUIREMEMS AT THE ~a~a~o ~nuz~.
~ CONTRACTOR'S EXPENSE. 2 NURSE PLAM'S: BETWEEN NI~?Y 1 AND AUG.15, ADD 15
3. THE CONTRACTOR SHALL REI.D VERIFY LB/ACRE SUDANGRASS OR 10 LB/ACRE GERMAN NULI.ET•
TOPOGRAPHY IN THE VICINRY AND BORE MAY 1, OR AFTER AUG. 15, ADD X10 LB/ACRE RYE DOWNSTREMA OF THE LEVEL SPREADERS. (GR~JNj.
OUR CONT ROUR PLAN CONTACT THE ~IGINEER IF ANY DISCREPANCIES
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ATOR 5. MOW LONE SW,LI. BE MOWS WRH A BRUSH SUP~tPHOSPHATE UNIFORMLY AND Mp(WRH SOIL. MOWet TO MAINTAIN A MAXIMUM VEGETAl10N 5, ~ ON A FRESHLY PREPARED SEEDBED AND COVER.
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GRADING NOTES (CONY): ANT : TREE PROTECTION NOTES: UTILITY NOTES:
GRADING NOTES. 1. TEMPORARY EROSION CONTROL DE i. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL Of ANY EXISTING UTILITIES GRADING.CONTRACTOR SHALL MAI SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. REMOVE SILT FROM BERM DITCHES. MINIMUM WEEKLY BASIS WITH SUPER 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN JTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING OF 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION Of PROPO UTILITIES. F PROPOSED
HALL MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES AND SHALL THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO .t;. .
)ITCHES. SILT DAM AND SILT FENCES AS REQUIRED. INSPECT DEVICES ON A THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO ITH SUPERINTENDENTS. SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECT 72-H RS BEFORE CONNECTW ANY EXISTING LINE. )NNECTING TO ¦ f
ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN 2. CONTRACTOR TO COORDINATE ALL IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE PLANS (ELECTRIC, TELEPHONE, GAS, APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION Of CONSTRUCTION TO BE PERFORMED. INATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE 2, ydHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY NE, GAS,CABLE,ETC.) AND ALLOW FOR THEIR OPERATIONS AND COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
FORMED. DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB 8~ GUTTER OR A. 8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP (PRIVATE SEWER SYST B. 8" PVC SDR26 PER ASTM D 3034, FOR PIPES LESS THAN 18' DEEP (PRIVATE SEWER SYST C. 8" PVC SCHEDULE 40 PRIVATE SEWER SYSTEM) OR NER SYSTEM);
UTILITIES. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. IN NO CASE SHALL ANY PAVED ARE WHERE 1.5% MINIMUM IS REQUIRED 3. ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. VED AREAS BE LESS THAN A SLOPE OF 1% EXCEPT ADJACENT TO BUILDINGS SIDEWALK. NER SYSTEM); ¦
:QUIRED FOR THE FIRST 150 FEET FROM CURBLINE. 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, D. DUCTILE IRON PIPE PER AWWA C150 (PRIVATE SEWER SYSTEM). ¦
4. CONTRACTORS SHALL REPAIR OR R 4. EXISTING AND PROPOSED GRADES ARE SHOWN WITH 2-FOOT CONTOUR INTERVALS. WORK. AIR OR REPLACE IN-KIND ANY DAMAGE THA? OCCURS AS A RESULT OF HIS TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. E. DUCTILE IRON PIPE PER AWWA C150 WITH PROTECTO 401 COATING (PUBLIC SEWER 4. WATER LINES SHALL BE AS FOLLOWS: SEWER SYSTEM). ¦
4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF UTTER UNDISTURBED. SUPPLEMENT
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5. THE CONTRACTOR SHALL ADHERE TO ALL TERMS OF CONDITIONS AS OU?LINED IN THE GENERAL N.P.D.E.S. PERMIT FOR 5. ALL LINEAR FOOTAGE FOR ALL UTILIT ~ STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. VARY. ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR A. 4" AND LARGER -PVC C-900 PER ASTM D 2241,CLASS 200 UNDER PRIVATE ROADS, OTHERWISE CLASS 150 'OADS, r
B. 4" AND LARGER -DUCTILE IRON PIPE PER AWWA C900
6. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH fIT AND CONTINUOUS 6. STORM SEWER LATERALS TO BUILDW GRADE. AND LOCATIONS ESTABLISHED ON T HORIZONTALLY AND 3' VERTICALLY 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. CONTRACTOR SHALL REQUEST AND BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. 1ED ON THE ARCHiTECTURAI: PLANS. LATERALS MAY CHANGE 15' 6, TREE PROTECTION FENCE FOR TREES WITHIN THE SETBACK OR RIGHT-OF-WAY ARE TO BE LOCATED AWAY C. SMALL THAN 4" -EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR D. PVC 200 P.S.I. PER ASTM D1784 AND D2241. ¦
'TICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. FROM THE TREES A DISTANCE OF EITHER 1 FOOT PER TREE DIAMETER INCH OR HALF THE HEIGHT OF THE
INSTALLATION OF LATERALS. CONTR 8. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY MSS LAND CONSULTANTS. IF CONTRACTOR DOES ELEVATIONS OF STORM SEWERS WIT NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS IEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR OR TREE, WHICHEVER IS GREATER, PER THE DETAIL SHEET. i. CONTRACTORS SHALL COORDINATE LOCATIONS, SIZE, AND INVERT 5. MINIMUM TRENCH WIDTH BE 2 FEET. ¦
VERS WITH APPROVED BUILDING PLUMBING PLANS. 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED O SPECIFICATION AND PER LOCAL REQUIREMENTS. HOR VATH ALLED OUT IN THE r
,HALL RESTORE TO GRADE AND COMPACTION ALL AREAS DISTURBED BY A S S O C I A T E S
EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEY AND SUBMIT IT TO THE OWNER FOR REVIEW. 7. GRADING CONTRACTOR SHALL RES BUILDING CONSTRUCTION PRIOR TO PRIOR TO BASE AND PAVING OPERATIONS COMMENCING. 7. WATER, SANITARY SEWER, AND STORM SEWER SHALL BE KEPT TEN (10') APART (PARALIEI) O ?ALLEL) OR WHEN r
9. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS '.HALL MAINTAIN ALL WEATHER CONSTRUCTION ACCESS ROADS AS REQUIRED CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). OF PIPE). 16 CONSULTANT PLACE, SUITE 201
TO BE SEEDED. 8. GRADING CONTRACTOR SHALL MA BY GENERAL CONTRACTOR. Z. 8. CONTRACTOR SHALL MAINTAIN A MINIMUM Of 4'-0" COVER ON ALL WATERLINES, PUBLIC PRIVATE. PUBLIC AND ¦ DURHAM, NORTH CAROLINA 27707
10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL ¦ P 919.490.4990 F 919.490.8953
APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL GRASS AND MAINTAIN DISTURBED 9. ANY EXISTING SEPTIC TANKS SHALL T AREAS UNTIL A HEALTHY STAND OF MASS IS OBTAINED. APPLICABLE N.C. STATE REQUIREME 11. TOPSOIL MATERIAL AND SEEDING: S SHALL TO DRAINED, CRUSHED AND REMOVED IN ACCORDANCE TO ~UIREMENTS. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LIN GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WIT ',AI NAG E NOTES . MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING. THE WATERLINE SHA CORM LINES AND ¦ 537 MARKET STREET, SUITE LL20
4 PIPE WITH CHATANOOGA, TENNESSEE 37402
A) TOPSOIL MATERIAL (STOCKPILED, AS SPECIFIED IN SECTION 02200) HAS BEEN SAVED FOR USE IN FINISH GRADING. AFTER GENERAL NOTES. ?LINE SHALL HAVE ¦ P 423.266.4990 F 423.266.5700 OVIDE A
SIFTING OUT ALL PLANT GROWTH, RUBBISH, AND STONES, USE FOR AREAS DESIGNATED TO RECEfVE GRASS. IF STOCKPILED LANDSCAPING NOTES DRAI SHALL COMPLY WITH ALL CITY AND COUNTY REGULATIONS CODES AND MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (A PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. C-151) (CLASS 50). 21.11 (AWWA ¦
TOPSOIL IS NOT SUFFICIENT QUANTITY TO COMPLETE WORK, FURNISH ACCEPTABLE TOPSOIL FROM ANOTHER APPROVED 1. ALL WORK AND MATERIALS SHALL C SOURCE TO PROVIDE FOUR (4") INCHES OF TOPSOIL FOR GRASS AREAS UNLESS NOTED OTHERWISE ON THE DRAWINGS. OSHA STANDARDS. i. PRECA 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. www.horvathassociates.com ¦
GRASS AREAS SHALL BE DEFINED AS THAT GRADED AREA DISTURBED DURING CONSTRUCTION NOT TO BE PAVED OR BUILT STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILL TYPE I: RCP, CLASS III PER ASTM C- 76. WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS. 3ACKFILLING. ¦
UPON. 2. CONTRACTOR SHALL REFER TO ARC B) ACCEPTABLE TOPSOIL MATERIAL SHALL BE DEFINED AS NATURAL FERTILE, AGRICULTURAL SOIL, CAPABLE FOR SUSTAINING UTILITY ENTRANCE LOCATIONS, EXAC ' TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING 2, ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT 2• STORM DNS, EXACT LOCATIONS AND,DIMENSIONS OF VESTIBULES, SLOPE PAVING, T TRUCK DOCKS, DOWNSPOUTS, INTERNAL ROOF DRAINS, GRAVEL AREAS LIST. ALLS, AND BOLLARD IN BUILDING SIDEWALKS AND AT TRUCK RETAINING 3, ALL TREES MUST BE STRAIGHT TRUNK AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. EXISTW f 4" OF TOP SOIL TO ALL DISTURBED AREAS OF THE SITE, PLANT GRASS SEED, 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND gE CLE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY AFTER INSTALLATION.
VIGOROUS PLANT GROWTH, UNIFORM COMPOSITION THROUGHOUT, WITHOUT ADMIXTURE OF SUBSOIL, FREE OF STONES, SIDEWALKS, EXIT PORCHES, TRUCK D LUMPS, PLANTS AND THEIR ROOTS, STICKS OR OTHER EXTRANEOUS MATTER; DO NOT DELIVER WHILE IN A FROZEN OR MUDDY ADJACENT TO BUILDING WALLS, AN CONDITION. WALLS. ACCEPTABLE MANUFACTURER: CONTECH, INC:' ULTRA FLO OR ULTRA FLOW 11", CALDWELL ~ 1. TOPS OF EXISTING MANHOLE OUTFACES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITN CULVERT CO. "SMOOTH RIB" OR APPROVED EQUAL. PROPOSED PAVEMENT ELEVATIONS, AND TO BE TWO FEET ABOVE FINISHED GROUND ELEV EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO WITH WATER TIGHT LIDS. USH WITH ¦ JND ELEVATIONS
¦
C) GRASS SEED SHALL BE OF THE PREVIOUS SEASONS' CROP AND THE DATE OF ANALYSIS SHOWN ON EACH BAG SHALL NE BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRE IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE 3,000 P.S.I. ON STRENGTH AT ¦
WITHIN NINE (9) MONTHS OF THE TIME OF DELIVERY TO THE PROJECT. WHEN REQUESTED BY THE ARCHITECT, THE SEEDING 3. CONTRACTOR SHALL APPLY 4" OF T CONTRACTOR SHALL HIRE A QUAUfIED LANDSCAPE CONTRACTOR TO PREP FOR AND PERFORM ALL PERMANENT SEEDING. APPLY STRAW AND WATER. IT IS THE • D) THE SEED SHALL COMPLY WITH ALL PROVISIONS OF THE U.S. DEPARTMENT of AGRICULTURE AS TO LABELING, PURITY, AND STAND OF GRASS ON ALL SEEDED A GERMINATION. THE TIME THE BUILDING BECOMES O E) PERMANENT STAND OF GRASS SHALL BE ESTABLISHED 30 DAYS PRIOR TO GRAND OPENING. ALL WATERING, GRASS IS ESTABLISHED.
EEDED AREAS. IF A HEALTHY STAND OF GRASS CAN NOT BE ESTABLISHED BY 4. IF ANY OMES OCCUPIED, THEN SOD SHALL BE INSTALLED AND WATERED UNTIL 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. CONTR TO RET 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY ~ 3. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. ¦ Q
TO RETURN IT TO EXISTING CONDITIONS OR BEffER. r Z
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MAINTENANCE, MOWING, ETC. SHALL BE PERFORMED BY SITE CONTRACTOR WITH ACCEPTANCE BY OWNER. 4. ALL ISLANDS WITH CURB & GUTTER S 12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. GUTTER AS SHOWN ON THE CONSTR SHOWN. 3UTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE CURB & 5. ALL ST CONSTRUCTION DRAWINGS. ALL REMAINING ISLANDS ARE TO BE STRIPED AS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL WATER UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS ~ 4. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION ANY NEW LINES. WATERTIGHT. 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. a C-6 Q
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13. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL NCDOT AND NCDENR REGULATIONS AND CODES AND OSHA WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, 6. ALL ST BE 10' UNLESS OTHERWISE NOTED ON THE SITE PLAN OR ARCHITECTURAL STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE TRAFFI CONSTRUCTION. GRADE ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE ~ b. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS, RIM SHALL BE 6" ABOVE FINISH MUNICiPAL(TY WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEW GRADE. LIDS SHALL BE LABELED "STORM SEWER". IE LOCAL ¦ O 0 Q kND SEWER LINES. Q cy. U
STANDARDS. 5. ALL CURBED RADII ARE TO BE 10' UN PLANS. STRIPED RADII ARE TO BE 5'. OBE 5'.
14. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN ~ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTI TO INVERT OUT. COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATI ALL STORM DRAINAGE WI?HIN THE PUBLIC RIGHT-OF-WAY SHALL BE CLASS III REINFORCED CONCRETE NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE EVATION OF ¦ oC-3 -17 RIOUS UTILITY ¦ W O F-
6. ALL DIMENSIONS AND RADII ARE REF 15. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE SITE CONTRACTOR PRIOR TO OTHERWISE NOTED. ALL BUILDING DI GROUND BREAKING. STRUCTURE. II ARE REFERENCED TO THE EAST/WEST CONNECTOR BACK OF CURB UNLESS THE CONTRACTOR IS RESPC7NSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE 7, ALL ST .DING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES PLAN AND PLANT LIST SHALL BE TO INV BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR =ORMATION IS w = OC
QUANTITY ADJUSTMEMS MUST BE AUTHORIZED PRIOR TO PLANTING. THE MOST EXPENSIVE OF THE TWO g, ALL ST N THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR DISCREPANCIES SHALL GOVERN. PIPE. ~ALLTHE r ._.J a TO REQUEST U
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQ P~PE• EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TRACTOR TO ¦ Z
16. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD 7. EXISTING STRUCTURES WITHIN THE C CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT TOR INSTRUCTION PRIOR TO PROCEEDING, RELOCATED AS NECESSARY. ALL CO 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL 8. CONTRACTOR SHALL BE RESPONSIBL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. UTILITIES, STORM DRAINAGE, SIGNS, GOVERNING AUTHORITIES SPECIFIC 18. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. INCLUDED IN BASE BID. AREAS TO BE ALL COST SHALL BE INCLUDED IN BID. 9. THE CONTRAC?OR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT EMENTS SHOWN ¦ >
9. A MIN SPONSIBLE FAR ALL RELOCATIONS, INCLUDING BUT NOT UMiTED TO, ALL LIMITED TO WATERING, FRAYING, MULCHING, FERTILIZING, EfC.) OF THE PLANTING AREAS AND LAWN A MINIMUM GRADE OF 0.70% SHALL BE MAINTAINED ON ALL STORM PIPE INVERTS. RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS S ON THE PLANS. w U ¦ w Q
SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 10. ALL PIP >PECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE ~0. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1 j ~ ~ _ ALL PIP :AS TO BE DISTURBED SHALL BE IMPROVED THE CIVIL PLANS RESTORED TO YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE. 18. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATES REQUIRED BY CODES AND/OR UTILIT ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSIO THE FINAL CONNECTION OF SERVICE. OR UTILITY -J 0 OSSESSION AND ¦ O
ACCU CONDITION. ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. ACCURATE METHOD.
THEIR ORIGINAL OR BETTER CONDITI 19. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS CONTAINED IN THE SPECS, LTD. REPORT SUBSURFACE SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED ~9. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ION O ¦
EXPLORATION, DATED AUGUST 2004, AND PROJECT SPECIFICATIONS. 9. SITE BOUNDARY, TOPOGRAPHY, UTIL GEOMATICS OF RALEIGH, NC AND V n~.~ e... e. l........~.- n. ~r ~r. ~ r~ ~r~r ~ ~~rr nn ~t~ ern LILI I1 \ /G[)ICICfI DV TUC !"!'1A LTD A!`Tl1D ~PHY, UTILITY AND AND ROAD INFORMATION PROVIDED BY MURPHY 12. SUBSU JC AND WITHERS AND RAVENEL OF CARY, NC. ALL INFORMATION IS TO BE > > • THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR NECES TO INSTALLATION. NECESSARY BY THE INSPECTOR.
,..,.r... ,.,~r~ . r~ , 20. REFER TO ENGINEERING DRAWINGS FOR SITE LIGHTING AND ELECTRICAL PLANS COORDIN COORDINATION. ¦
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GRADING REQUIREMENTS. 10. PYLON SIGNS SHALL BE CONSTRUCT 21. THE PROPOSED CONTOURS SHOWN IN DRIVES ANO PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING THE PLYON SIGN LOCATIONS AS PA PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE NSTRUCTED BY OTHERS. CONTRACTOR SHALL STUB CONDUIT AND WIRING TO ~ 2• AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) STAND WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 21. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES CONfUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. UTILITIES WHICH ¦
~S AS PART OF THIS CONTRACT. A. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF g. E A. NO MORE THAN 500LF OF TRENCH MAY BE OPENED ATONE TIME. ¦
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 11. REFER TO ARCHITECTURAL PLANS FO THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE C. E B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 22. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTI C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN SERVICE COMPANIES SHAII BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSIO ID/OR UTILITY ¦ OSSESSION AND
APPROVED SEDIMENT TRAPPING DEVICE AND DISCHARGED IN A MANNER THAT DOES NOT THE FINAL CONNECTION SERVICE. ¦
22. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT 12. ACCESSIBLE SIGNS WITH A "VAN" M AREAS TO NEW EXISTING DRAINAGE INLETS OR SHEET OVERLAND. SYMBOL OF ACCESSIBILITY SIGN DE CURRENT MINIMUM ADA STANDARD 23. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS SUBJECT TO A FINE. "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE SAME SPECIES, QUANTITY AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. SIGN DENOTING VAN ACCESSIBILITY. All ACCESSIBLE SIGNS SHALL MEET THE 14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE p, fANDARDS. SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILUNG TRENCH SHALL BE PROPERLY COMPACTED IN ORDER TO 23. ALL EXISTING AND PROPOSED UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE.
MINIMIZE EROSION AND PROMOTE STABILIZATION. GENERAL
13. REFER TO THE DETAIL SHEETS FOR DE 24. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND REFER TO SITE PLAN FOR ADDITIONA SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE S FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT MARKING. MATERIAL. E. S E. STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT 24. ALL EXISTING UTILITIES TO BE RELOCATED ON THESE PLANS SHALL BE PLACED UNDERGROU CONTROL REGULATIONS. UNLESS OTHERWISE NOTED. )ERGROUND, ¦ SITE NOTES
)DITIONAL DIMENSIONAL INFORMATION. 15. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE F. :S SHALL MEET THE MINIMUM STANDARDS SET FORTH IN THE BUILDING CODES COMPLETELY COVERED WITH HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR INCHES. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ¦
¦
INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE 14. ALL HEIGHTS AND SETBACKS SHALL DESIGN(S) TO INSTALL SAID ITEMS. FOR HTE LOCAL MUNICIPALITY. LITY. 16. LOCATIONS OF EXISTING BURIED U?ILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST 14. CATC :MPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY EDITIO ~INTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE NORTH OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK ,IANUA CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST BACKFLOW PREVENTION NOTES.
EDITION OF THE NCDOT HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWINGS DATED ¦ )RANT'S, FIRE '
25. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY 15. THE CONTRACTOR SHALL EMPLOY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC MEN, EfC. FOR MAINTENAN AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE JANUARY 2002 AND/OR THE LOCAL MUNICIPALITY DESIGN STANDARDS. 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANT'S, F DEPARTMENT CONNECTION POINTS OR OTHER WATER-USING APPURTENANCES CONNEC ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS SHOWN. CONNECTION THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER. ~ONNECTED TO ¦
CAROLINA DEPT. OF TRANSPORTATI 26. ALL FILL, MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL AND ANY OTHER iPORTATION (NCDOT~. CONSTRUCTION PERIOD. 15. ROOF 'ROTECT ALL MONUMENTS, IRON PINS AND PROPERTY CORNERS DURING OF THE :VENTER. ¦
DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVE FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE. 16. THE CONTRACTOR SHALL PROTECT CONSTRUCTION. 17. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE SITE C MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. PLANS ?EPLACE EXISTING CONCRETE CURBS AND GUTTER AS NECESSARY. ~ g, DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION OF THE ROOF DRAIN LEADERS TO THE STORM DRAIN SYSTEM SHALL BE A WATERTIGHT CONNECTION. SITE CONTRACTOR TO COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL 2. EACH REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO BE TESTED BY AN APP PLANS AND THE BUILDING CONTRACTOR. CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. 'AN APPROVED ¦
27. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNIAL REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER SHALL BE REMOVED, BACKFILLED AND 17. THE CONTRACTOR SHALL REPLACE COMPACTED AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE. THIS PLAN DETAILS PIPES UP TO SFT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS 3. S" FIRE LINE DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY SHALL BE INST FOR BUILDING CONNECTIONS. SITE CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS ABOVE GROUND WITHIN AN INSULATED ENCLOSURE (HEATED TO 40" MIN), BELOW GROU ¦ .L BE INSTALLED
1 b. THIS P i NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD THROUGHOUT THE CONSTRUCTION PERIOD. FOR B ~F SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED NECES HE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL ~ 9. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE )W GROUND PER ¦
1 S. APPROVAL OF THIS PLAN IS NOT AN NECESSARY. STATE AND LOCAL STANDARDS OR. LOCATED WITHIN A PROPOSED BUILDING. SEE DRAWI LOCATION OF BACKFLOW DEVICES. ;E DRAWING FOR ¦
28. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, GRADES MAY BE CONDITIONS WARRANT OFF SITE GR ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF PROPERTY OWNERS AND THE NORT DROP INLET'S, MANHOLES AND JUNCTION BOXES, AND THE GUTTER FLOW FOR CATCH BASINS. RESOURCES (NCDENR). THE CONTR 29. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR. 19. CONTRACTOR AGREES TO REPAIR A STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. SITE CONTRACTOR SHAII ADJUST AS
E CONTRACTOR IS TO INCLUDE SURVEY WITHIN THEIR BASE BID. FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 17. STRUC NECES REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE TO 20. ALL DISTURBED AREAS ARE TO RECEIVE 4" TOP SOIL, MULCH, AND WATER UNTIL A HEALTHY STAND OF NECESSARY. 4. 1"TO 3" DOMESTIC LINE REDUCED PRESSURE ASSEMBLY SHALL BE INSTALLED ABOVEGROU WITHIN INSULATED ENCLOSURE (HEATED TO 40" MIN) AS REQUIRED BY LOCAL CODES. SEE VEGROUND ¦ )DES. SEE DETAIL
GRASS IS OBTAINED. THIS IS EXCLUDING ALL LANDSCAPED ISLANDS AND ENTRANCE AREAS. SHEET. ¦
THE STANDARDS OF THE NCDOT AN 30. THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL DOT AND LOCAL MUNICIPALITY. ¦
GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. 20. ALL NON-STANDARD ITEMS (I.E. PAV RIGHT-OF-WAY ENCROACHMENT A 31. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE ON ALL STORM PIPE INSTALLATIONS. ENCROACHMENT IS REQUIRED WITH (I.E. PAVERS IRRIGATION SYSTEMS, ECT.) IN THE RIGHT-OF-WAY REQUIRE A 2~ • THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO ¦
HMENT AGREEMENT WITH THE NCDOT BEFORE INSTALLATION. AN PREVIOUS GRADE AND GROWING CONDITIONS.
ROAD DEDICATION. RED WITH THE LOCAL MUNICPAUTY IF RAMPS ARE CONSTRUCTED AFTER 22, ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
32. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON ¦
OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING,ADJUSTING,OR CONNECTING TO SAID 21. ALL STANDARD NUMBERS REFER TO FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE EDITION. tEFER TO THE NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST 23. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST BE TREE FORM MAXIMUM 3 OR 5 TRUNKS AND MINIMUM 8 FEET TALL OR AS SPECIFIED ON THE ¦
FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED LANDSCAPE PLANTING PLANS. PARKA MMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES 24. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL IRKING AND PAVING NOTES EROSION CONTROL NOTES
GRADES. 22. THE CONTRACTOR SHALL IMMEDIAT FOUND BETWEEN THE ACTUAL FIELD JAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL PRIOR TO BACKfILUNG PLANING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. 1. ASPH IOR TO PROCEEDING. PARKI ~ONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN ACCORDANCE 25. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS. 2 ALL P JD SHALL MEET NCDOT AND LOCAL MUNICIPALITY STANDARDS. REMOVE COMPACTED SOIL AND AD D 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OTHER ASPHALT SURFACE COURSE SHALL BE LAID WITH THE DIRECTION OF TRAFFIC IN ALL DRIVE LANES WITHIN ¦ ''~~rrrrrrrrrrr~ '0 N CA Ro
33. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS WAIT FOR INSTRUCTION PRIOR TO P PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. PARKING FIELDS ¦ ~ 111
MAINTENANCE: ALL PAVEMENTS MARKINGS SHALL BE FOUR (4) INCHES WIDE SOLID WHITE UNLESS INDICATED All MEASURES STATED ON THE "EROSION AND SEDIMENT CONTROL PATE MAP" AND IN THE S?ORM STORM
23. THE CONTRACTOR SHALL CONSTRU 34. GRADING CONTRACTOR IS RESPONSIBLE FOR ALL NPDES, EPA, and SWPP REQUIREMENTS. THE GRADING CONTRACTOR WITH ADA STANDARDS. AND SHALL SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. OTHERWISE ON THE DRAWINGS. WATER POLLUTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION ON • ¦ s
A MINIMUM CLEARANCE OF TWO FEET SHALL BE MAINTAINED BETWEEN THE FACE OF THE CURB AND UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE Of WORK OR FINAL
ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND 24. IN ROLLING AND HILLY TERRAINS, SV SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON COAT MAY BE REQUIRED NEAR INTE COMPLETION Of PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE INSPECTOR BASED ON FIELD COND SUFFICIENTLY STABILIZED. RAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK 26, LARGE MATURING TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION 3. A MINI BEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE LINES EXIST. iF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE LANDSCAPE ARCHITECT OR ANY P D CONDITIONS. ENGINEERING TO RESOLVE BEFORE PLANING. STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ANY PART OF A TRAFFIC SIGN OR LIGHT POLE. SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR JRES ` =-NDAR ¦ 4b:
NED ¦ ~•?1?~~•;~/~G I NEE G~
25. THE CONTRACTOR SHALL MAINTAIN 4. CONT viAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN A 27, NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC OR BURIAL PITS ARE CONT SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL ALLOWED IN THE TREE PROTECTION ZONE OF EXISTING TREES. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED CONTRACTOR SHALL RE-STRIPE ALL PAVEMENT MARKINGS SIX MONTHS AFTER GRAND OPENING. AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: ¦ FRYA.Ro:
35. FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE GRADING CONTRACTOR SHALL: UNOBSTRUCTED STATE AND SHALL R A) NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE DEBRIS, LOGS, TIMBER, JUNK AND O PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON ~~r~rrrrrrsrr~~ THEY
IK AND OTHER ACCUMULATIONS. 5. CON7 28. TREE BARRICADES MUST BE INSTALL AROUND EXISTING TREES BEFORE ANY GRADING/CONSTRUCTION TRAFFl ~ONTACT THE NCDOT TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGN AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY THE CITY INSPECTOR. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER 2• INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON SIGN OR LIGHT POLE. SHOW SIGNS OF UNDERMINING OR DETERIORATION. ¦
COMPLETION Of THE WORK, ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY. 26. THE CONTRACTOR SHALL CONTAC B) PROVIDE ALL NECESSARY AND ADEQUATE SAfEfY PRECAUTIONS SUCH AS SIGNS, (LAGS. LIGHT BARRICADES, AND EQUIPMENT. D IS ¦
6. CONT 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH EXISTI L; MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL CONTRACTOR SHALL SAW-CUT TO PROVIDE STRAIGHT AND SMOOTH TRANSITIONS AT TIE-INS TO 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. EXISTING EDGES OF PAVEMENT AND AT COLD JOINTS OF RECENTLY PAVED ASPHALT.
FLAGMAN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE LOCAL TRAFFIC CONTROL.
~ AUTHORITY, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR ~ _ REFER TO THE "MANUAL ON UNIFOR DAMAGE DONE TO THE EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC. DETAILS OF STANDARD TRAFFIC CO C) COMPLETE WORK TO THE SATISFACTION OF THE LOCAL ENGINEERING DEPARTMENT AND OBTAIN A LETTER FROM THE ~ UNIFORM TRAFFIC CONTROL DEVICES" (M.U.T.C.D.'S LATEST EDITION) FOR PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. 7• JOINT ~FFIC CONTROL SIGNS AND STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS OF PLANT MATERIAL. TOOL. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING 4. SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE TOOL. HEIGHT OF THE SILT FENCE. NLF THE ¦
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DEPARTMENT STATING THAT THE WORK ISACCEPTABIE. SEEDBED PREPARATIO 36. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILTY OF THE EXISTING GRADED SLOPES AND FILL - THE AN SUB-GRADE AND EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING CUTTING AND FILLING OPERATIONS. THE ANGLE WHICH CAN BE RETAINE CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH 5. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL H WILL ¦
ATIO N . 30. SEE EROSION AND SEDIMENT CONTROL PLAN/SITE MAP FOR TREE PROTECTION MEASURE LOCATIONS. 8• CONT TRANS -THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN 31. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS, SEE DETAILS. NECES TRANSITIONS. CONTRACTORS SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY NECESSARY AND AS DIRECTED BY THE INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYPICAL AT ALL REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DITIONS ¦
E RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL INTERS ,NY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF 32. BEFORE GRADING/CONSTRUCTION BEGINS, CALL THE NCDENR FOR INSPECTION OF TREE PROTECTION INTERSECTIONS) DEMAND.
DEVICES STRUCTURES. IN ANY EVEN 37. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL COMPLETION OF ANY PHASE OF G DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO DEVICES. OR STRUCTURES SUFFICIEN CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT 6. THE TEMPORARY PARKING AND STORAGE SHALL BE KEPT IN GOOD CONDITION ¦
SSE OF GRADING, BE PLANTED OTHERWISE PROVIDED WRH GROUND COVER, BARRICADES. 9. CONT SUFFICIENT TO RESTRAIN EROSION. PREVE 33. VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES AND/OR IMMEDIATE REGUL PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING ' )SING ¦
ADDITIONAL COST TO OWNER. REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR. OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. ¦
2. GROUND COVER -WHENEVER LAN 38. REFER TO SPECIFICATIONS OR PLANS FOR THE TYPE OF PAVING AND BASE TO BE USED. MORE THAN ONE ACRE, IF MORE T SUFFICIENT TO RESTRAIN EROSION 39. SITE GRADING CONTRACTOR SHALL TERMINATE ALL STORM DRAIN PIPES FIVE FEET MAXIMUM FROM BUILDING UNLESS DAYS ON THAT PORTION OF THE TR OTHERWISE NOTED. UNDERTAKEN. :VER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING CORRECTIVE ACTION/MITIGATION. MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER 10. ALL DI 20SION MUST BE PLANTED OR' OTHERWISE PROVIDED WITHIN 14 CALENDAR 34. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. 7. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN ¦
ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, REGULATIONS, AND/OR OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM DRAWN BY: CHECKED BY:
)F THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING LANDSCAPING. GENERAL CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS 11 • ALL W AND TO RAKE ENTIRE STE. LOCA ~L MEASURES TO BE INSTALLED ACCORDING TO THE PLANS. 35. THE CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER PLANTING BED MULCH TO PREVENT 12. PAVIN WEED GROWTH. REQUI .l BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 4" DEEP. TOTAL BED ABUTfI SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, AND THE CITY OF BURLINGTON. 3Y 50%. ¦ is
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40. ALL FUTURE BUILDING AREAS OR RESIDENTIAL LOTS SHALL BE GRADED AS PER BUILDING PAD GRADING REC~UIREMENTS AND 3. SURFACE WATER CONTROL MEASU CROWNED TO PROVIDE POSITIVE DRAINAGE OFF PAD. PAVING CONTRACTOR SHALL INSTALL PAPER BREAKAWAY EDGES AT COLD JOINTS OR SAWCUT AS REQUIRED 70 INSURE A S?RAIGHT, FULL-DEPTH JOINT FACE IMMEDIATELY PRIOR TO INSTALLING ¦ 0911007
4. AREAS TO BE SEEDED SHALL BE RIPP 41. IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST IN THE EVENT Of A SHORTAGE OF STRUCTURAL PREPARED DEPTH SHALL BE 4" TO 8" ABUTTING HOT ASPHALT. ¦ SCALE
4" TO 8" DEEP. 36. CONTRACTOR SHALL MAINTAIN LANDSCAPING FOR AT LEAST 30 DAYS AFTER SODDING AND 17 ~ACG o wc~ w~~n wcou nlTTLJIr`YAICCC ADC AAl1.IlAAl 1AA DGlI~IIPFII AnIII I~i(1T AVFR AC~FC NTS
FILL. PLANTING SHRUBS, AND 80 DAYS AFTER SEEDING, OR AS LONG AS 15 NECESSARY 10 ESIAtSIISti io. or~~c JD OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT UNIFORM STRAND OF THE SPECIFIED GRASSES, OR UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT, p"J[ /"v,J nJf I /1L1 II Ir l~l\LJJ /71L IY111 \111{V I?1 1\V.~V11\I.v i 11 \v 1 v `.v.v• ¦
42. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 5. LOOSE ROCKS, ROOTS, AND OTHER PROJECT NO.
THEY WILL NOT INTERFERE WITH ESTA WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR OR UNTIL ACCEPTANCE OF THE LAWNS AND SHRUBS. WHICHEVER IS LATER. ON, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND r 0713
43. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE FINAL SEEDBED PREPARATION, AT Fl UNIFORM. 37. ALL DISTURBED AREAS THAT WILL NOT BE LANDSCAPED, AS INDICATED ON THE PLANS, SHALL BE ¦ SHEET NO.
PLAN. CONTROL POINTS SHAH BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PORJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATION UNTIL SUCH POINTS AND GRADES HAVE 6. IF NO SOIL TEST IS TAKEN, FERTILIZER BEEN PLACED TO THE OWNER'S SATISFACTION. ARCHITECT MUST APPROVE STAKED ITEMS PRIOR TO CONSTRUCTION. SEEDED PER LANDSCAPE PLAN AND/OR PERMANENT SEEDING SCHEDULES. ERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS. ¦
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7. IF SOIL TEST IS TAKEN, PROVIDE LIME ~ 44. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILTY OF THE EXISTING ?IDE LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT. C003.
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~ 410 Left of Centerline ~ ~ g P C303 SCALE: 1"=40' ¦
. _.W__-.~.....~.._..W..._.._~.. ....._..,,.M..~.,.~....~...W__...W..,._.~~.W.. W.....~..~W_..~..__...................~.~..,~..... ~...._.__w..~...~..~.~~.._.~._.. _.~.w._..~~.,.w~..~..._._.w~......~. W_.._..........._....W~..~..~....~.~.,._. xlstin ~ hoc 9 ing made ~ N 000 o(../1) W O
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PVI STA = 33 42.09 ~ M M + ^ + ^ ~ao • M S PARATION LF °k / ¦
PVI ELEV = 4.68 M ro~i O M O ~ 15~ P ~ Z ~ 1.00 % ATLAS DRIVE
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360 C303 :303 SCALE: 1 "=40' ¦ JC JR
1 =4 VERT. CITY OF DURHAM ~ PUBLIC WORKS DEPARTMENT NT ¦ DATE
APPROVED ¦ 09/10/07
ETIOINEERNI6 DATE
sroRU WA7FR _ _ nNr ¦ SCALE
¦
TRANSPORTATION DALE DATE PROJECT NO.
DA7VM MV 355.00 DAZE ¦ 0713
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BOWHALL DRIVE PROFILE CITY OF DURHAM PUBLIC WORKS DEPARTMENT APPROVED NT ¦ DATE ¦ 0911 007
~ SCALE: 1 "=40'
ox~mm~s wre 9~~_A~ \IC~T ¦ SCALE
V i I- It v L IN I. STORM WATER GATE i -L+U
TRANSPORTATION DATE ¦ PROJECT NO.
DATE ¦ 0713
DATE ¦ SHEET NO.
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cOCOP'YRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERLY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT I ?NSENT IS PROHI@ITM

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STORM WATER QA7E ¦ ~/7 w U
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12 50 13 00 1l ~00- 11 50 i 2 00 10 50 10 1350 14-00 14 50 THE PR0PERIY GHT 2007 THIS DOCUMENT AND THE DESIGN ARE cC0P'1tRl

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32-00 32-50 33-00 33 50 34-00 34-50 - DATE
¦ SHEET NO. DATE
FHENA DRIVE PROFILE DAMLE: 1 "=40' DATE ¦
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IA1~ M~\ ~ 1 \ 1 ~ 1 1 \ 1 ¦ SCALE
I 'tV ¦
Q~~~ ~ A IFitNA UKIVL UKAUINU ANU U C406 SCALE: 1"=40' UKAINA(3t: rLAN CITY OF DURHAM ?M PROJECT NO.
PUBLIC WORKS DEPARTMEN APPROVED RTM ENT ¦ 0713
¦ SHEET NO.
0 20 40 eo ENGINEERING DATE DATE
STORM WATER DATE DME ¦
SCALE: 1"= 40' TRANSPORTATION DATE DATE ¦ C406
DATE ON7E DATE ¦ DINE
¦
OCOPYRIGHi 2007 THIS DOCUMENT IWO THE DESIGN ARE THE PROPERTY OF HOR1/A7H ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PR ,WT IS PROHIBITED

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r { V { ? • r • • w « • ~ • it • . 96" REH.K.'1NE OR/1NGE METAL POST O 8' O.C. ~A~?Y NEI'IING HOOKED u S ry~Y ¦
• ~ • 1~ ~ •ti • ~ ~ t • • l • , ~ r ~ • r . • ~ ~ 2 • OM'O PRffORM~
s • « ~ ~ ~T~ ~ wee ATTACH TREE PROTCCTION NOTES: ¦ i
URB Bf GUTTER I~` C CURB ~ GUTTER vmH vv~sr~es MSTALL 1Rff PR01EC110N FB~IC~IG AT 1HE SJ1ME i Bt0510N GONIROL MEASURE. MAINUIN FB~IdNG CONSiRUC110N IN 1HE VK~~I~iY OF THE 1R~51S COM B) INST/1ll1Rff PR01E{'710N FB~K~NG /1LONG 1HE B~1 OF 1HE PROPOSE CLEARING lJMtfS /~S DBrOT~ ON C) LOCATE TRff PROlEG110N MEASURES SO iHAT?HE A 6 FOOT R/1DIl1S /1ROUND DOSIING PL/1NTS OR PRO FOOT RADNIS FOR EACH 1 INCH OIMAEI~ OF 1R~S ( V/1R~S AT A POIM 4+~ FAT ABOVE GROUND). WHK:FIEVBt IS ROU,~ CURB D) POST A SIGN ON 1HE fB~lpNG STAI~IG:"IRff PR01 S~ DETIUt. 3/C180. AREMNO 1RBP/13SING AND'ZONA PROIEGTORA P/ ~ ~01~~ SIDE ELEVATION '''R~~OH1~DO SPACE SAS EV~Y 7 ~ ~?rniesrNrr of ~w~ar~ iNVavw~ nee Bowe 24X6"SIGN POSi~ ON E~OSi1NG GRADE AROUND A 1Rff OR 7HE Si1tlPPING • . ~ ~ • ~ FBdCCE Sff NOTE'' BOO MAID A CLFJW. SHARP. VER11CAl CUT AT 1FIE EDGE . • • ' • , - . FpR METAL POST ~ g O.C. SAVE /1REA AT 1F~ SMAE 1WIE AS O1H6t 6t0610N C MEASURES ARE M15T/LLL~. INSTALL 11iE iRff PR01EC1 « _ _ : _ _ ~pNG ON 1HE SSE FAR~F~T AW/1Y FROM 1HE'IR SHALL R~N~VN IN PLACE UML ALL CONSiitUC110N IN E SAME TIME AS THE ¦
CRITERIA FOR USE OF ROLLED CURB' sty. Cures INtFr NCING UNTIL ALL 1 IS COMPLETED. ¦s
1. SINGLE FMAILY OR DUPLD(DEVBOPM9~IL ~T~ ~
nwa.rortaic c G THE ENTIRE LENGTH ¦ )TED ON THE PLAN. ¦
2 S1R~TS ARE SHOR'i LOOP SiRff R OR d!L-DEtiS/?CS SBtVING A NM)OMUM OF 1fHR7Y DWHIING UNIR. ~ C ~ C' Sip, C 3 G
N M 6 `y THAT THEY MAINTAIN ¦
3. iRANSRION TO A STM1D/1RD SEC110N S ON BiHBt S'iD. C ~ G OR PROVIDE X I IF TREES (MEASURED ¦
SIDE OF A CATCH BASIN OR RRE HYDRAM. CURB d~ GUiTBt iRANS1110N AT CATCH B11SIN « • • • • ~ 14NR ~o HEVER IS GREATER.
4. STMIDARD CURB MID GUTIER WILL BE REQUIRE ~ • • ¦ RE PROTECTION HORVATH
FROM PC TO PT OF ALL CORN9tS. 10' S 5 10' • ` 1 . , • • . ` • ~ ' '~1 .lo M PARR LOS ¦
5.1HE MII~AAUM SPAgNG BE1W~1 G1TCH BASINS IS TOP OF.o RB SLOPE M ..,,MM ~ MV L~ EVERY 75.100 FEET. A S S O C I A T E S
500' OR WH6tE 'IFS MA~NIUM GUT'fBt FLOW E(~U/LLS ro aouc a c a 10 CUBIC FAT PBt SECOND. RB ANDARD CU 30r' ST 31° E LOWERING OF THE ¦
SiD. ROLI.~ C ~ G b GOITER ~ ~ • ~ ~ ~ ~ ~ ~ rwrrwrr NPP'ING OF TOPSOIL. 16 CONSULTANT PLACE, SUITE 201
6. MEtBt BOXES. VAWE BOXB. MANHOLES. EfC. MUST SiD. ROU.ED C ~ G BE 6S OFF 1HE BACK OF CURB OR BE B~dRCI~ WRH SiD. C d~ G E EDGE OF THE TREE ¦ WON CONTROL DURHAM, NORTH CAROLINA 27707
A 6' 7HK~C CONCRETE SUB,1 g' ON ALL SIDE OF THE CURB d~ GURER iRAN,S~ION AT RRE HYDR/1Nf PROTECTION ¦ P 919.490.4990" F 919.490.8953
FAdUTY. S1D. ROLLED C ~G A THE 'TREE TRUNK AND CT ON IN THE VICINITY ¦ 537 MARKET STREET, SUITE LL20
7. DRIVEWAY S1./1BS MUST UTILRE STMIDARD CONCRETE ~ 1 . PSI 0 3000 D M )NC. OF 1HE 1R~5 IS COMPLETE. NO STORACsE OF MAiBtI _ _ _ C~U~MB~f f MID NO Tf~SPASSING SHALL 8E /W.01N . . MATERIALS, FILL OR CHATTANOOGA, TENNESSEE 37402
RJ1RE5 AT ENTRANCeS. $ a 6. •w 1!¦ ~ ~ • r ALLOWED WITHIN THE ¦ P 423.266.4990 F 423.266.5700
~ SiD. ROLLS C •sue.~eclTO~rrROVN.oFCma ~ ,~a ~G I IV1V1U ij r . t A PROIECt~ /1REJ?. ¦
d~ • rr IA •1 r ~ rj`~ • • 2~r •r ¦ • f,• q PSI • • . • • : V r . « • . ~r r• • ~ r~M •A i • • • ` •i ~'1f r Fl 1Rff PROiECIION FENGNG MUST BE INST/1L1~ PR ISSUMICE OF MIY PBtMtfS. ?LLED PRIOR TO www•horvathassociates.com
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POINT OF CURVE ~Q 1d Gv M OF TMIGENT 2'~' 36" RFAEG"fIVE ORANGE SNFEiY NEi'IING HOOK ¦
3.OOr Pill. CURB S ONTO P~ORM~ CH/WNB,S ON METAL POST. ¦
SiD. C E~ G FRONT ELEVATION ¦
ROILED CURB 30~'
CURB & GUTtER AT IMERSECt10N ¦ Q
- EVERY JOINT ANSION NO1E EXP Ia NT EVER~r Ja oNsTR ¦ z
c ¦ C)
m 0,5 0
TALK DETAIL 4 TREE PROTECTION FENCE w
1 CURB AND GUTTER TRANSITIONS C7OO SCALE: N.T.S. ¦ C) 0 Q Q
C7OO SCALE: N.T.S. . . . U ¦ 0V)
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GENERAL NOTES: ~O ~ O~
1, WHERE SEVBi/1L TR~S WILL BE PUNK CLOSE TOGEiHBt SUCH THAT THEY WILL LJI~.Y SHARE ROOT SPACE, TILL IN SOIL MABdDMBrR 73/8 ¦ V) C/7 Lij U ¦ w
TO A D6~TI~ OF A-~ (1015 CM) OVBt THE B~RIRE AREA. 0 Q
2 FOR COM/Ul~t-GROWN 1R~S. USE RNGERS OR SM/dl HAND TOOTS TO Il ~ octe~,sar, REQU~R~ S Z S 3/4 ~ o= ?TENSION RELD CUT F
PULL 1HE ROOTS OUT OF 1HE OUf ER U?YBt OF POTTING SOIL 1HB~1 CUT :QUIRED SHAW. BE CAST IRON
OR PULL /1PART ANY ROO1S gRCLMIG 1HE P9lIME1Bt OF 1HE COI~R/UN9t. 3. DURING 1HE DESIGN PRASE CONF~tM 1HAT WA1Bt DRNNS Ollr OF ?HE SOIL R DUCTILE NON. O ¦
USE LOWHt~ Pt.AN11NG HOLE DEPTH MID DEIGN AL1BtNA11VE DR/UNAGE SYSTEM - 71/8
I1S REGIUIR~. 51/4 DROP UD ¦
4. iF~OROIlGHLY SOAK THE 1R~ ROOT BALL M!D ADJ1ICB~R PR~AR~ SOIL SEV6tAL ¦
TIMES DURING 1HE RRST MOMH AFTER PUIMING AND REGULARLY THROUGHOUT 1HE FOLLOWING iW0 SUMM6tS. AVON PURCHASING'Rt~S WRH 1W0 LEADERS 7-C'
S. THE PLANTING PROCESS IS SIMIWt FOR DEdDUOUS MID EVERGRffN TREE. OR REMOVE ONE AT PL~J~IfN4G. OiHBtWISE. DO NOT PRUNE 1Rff AT PLANTING IXC~T FOR ~M ~ p~ 6 IN. CAST IRO SPEdRC STRUCNRAL CORREC710NS BIDING STONE OR SOLID MECHANICAI. JOIM •,,,e: ;AST IRON MEiBt BOX ~ '
~S WASHY STONE VAWE BOX WILL EMB~ Nf0 COP • ~ ~ CONFlRM TO ASTM 4" /11.UMINUI 4 • ` A I8 CU1SS 306 NNruDIC./?11PIG SRE a', ' • /1ND DIRECTION ~ • •A 60 CONCRETE ¦ ALUMINUM
DO NOT STiV~ TR~S D(C~'T WHERE SPECIFl~ CONCREtE BLOCKS S AND TICK MARKS ING SIZE OF VALVE ¦
BY UWDSC,JIPE ARCFNiE(.'T. ~ ST/110NG IS o Ti~PPING V/LLVE ,ECTK)N OF PIPELINE. ¦
NECBSARY. USE 1W0 OPPOSING STAKES WrtH O S~ARAlE FLD08LE 1~5. RElr10VE STAgNG AT FLANGE JOIM ~ Y Site Details
9JD OF RRST GROWING SEASON. BBL JOINT y.
TRUNK RJ1itE AND TOP OF ROOT ' BALL SHOULD BE AT GRADE IN YV91 TMPING SLEEVE 6'D.I. ~ ¦
DRAINS SOIL, UP TO 4 INCF~S (10 CM) 2" (5 CM) BARK MULCH: DO NOT PLACE MULCH M ~OMACT WIIFI iR~ 1RUNK ? COPP6t PIPE ? 1HRE/1D~ BRASS PIPE ¦
/180VE GRADE IN POORLY DR/UN~ SOILS
(10 CM) RAISE RING OF SOIL TO DIRECT L~ 1HANR W/?16t ~ITO ROOT BENJ. - BPECWIY IMPORTANT THAN 1 D IF TOP OF ROOT B/LLL IS RAISE ABOVE GRADE S MIN DDLE REGIUIR~ FOR ONES ~7W~1N~~ 8 7/8 ¦
7 5/8 ¦
N01~ WIDTH OF PUNTING HOLE IS 3 iIMB ROOT BALL DIMAEf Bt MI F~HLY COMP/1C1~ OR S X OF OF 73/8 ¦
CLAY SOIL; 211ME'S 1HE ROOT BALI. DUIME7Eit BBORE PLANTING. /1DD 3,4"_[!-10 1 YARD C~~?CTOR IS RESPONSIOLE FOR SUPPLYING AND INSTAWNG THE TAPPING 6 1/4 ¦
MINIMUM IN ALL 01H6tS. WB1-COMPOSI~ LEAVE. RECYCLE ~{gyE /u1p VALVE MID AAIII~IG'IHE TAP.
WASTE OR 01HBt COMPOST MID 1111 MRO R~SIRAIN OR BLOCK 1HE T/~PPING SLffVE AND VALVE AS ~JIR~ FOR AN MJ lff. TOP ~ 15 CMS OF_PRB~AR~ SOS. I1DD ~ 90' BRASS 990W r ¦
DIG WIDE PL/1PIIIMG HOLE CO AT ~v~5 ~i BY VOLUME TO BACKHLL BRASS NIPPLE V~~ ¦
DO NOT WRAP 1RUNK: MARIC 1HE NORTH SIDE WITH TAPS SIDES' OF THE 1Rff IN 1HE NURSBtY MID LOCAIE ?BRONZE GALE VALVE WRH ¦
TO THE NORTH IN 1HE FiBD CUT BURLAP. ROPE AND WIRE BASKET 6"MIN. PACK dACKRLL SOIL AROUND BASE OF ROOT Wl TO ST/19N.R~ IW.OW REST PRESSU~.I. WAiBt
AWAY FROM TOP MID SIDE OF ROOT B/1LL OF 8J1C;IWLL TAO SETTLE NATURALLY, COPPER TO MALE IRON PIPE f 6 ~ 6111 ¦
OR TMAP t1GHtLY cow An~c nrr~w couPUr~ 9 11Z ¦
7' CORPORA110N COCK ~p iW0-PIE VN.VE 8 /~S,SCWIBL 7 2" BLOW OFF ASSEMBLY 8 TYPICAL CAST IRON VALVE TWO-PIECE ¦
SET BALL ON UNDISIURB~ SOH. TO PREVB~1r SEtTLING VALVE BOX. ASSEMBLED ¦
PLANTING HOLES ARE DUG WQH A WtGE /1UGER. i /1UGER.
SPECIMEN TREE PLANTING spaNCOOwr,n~esioeswmi~sHOVe.cwe 5 & STA K I N G DETAIL GUIZING AND CREATE THE PRff9tR~ SLOPING SID C7OO SCALE: N.T.S. ~LVE Box ¦
6 TAPPING SLEEVE
C7OO SCALE: N.T.S. C7OO SCALE: N.T.S. C7OO SCALE: N.T.S. ~~V~vEeOX ~cco~oo~~es.rTMR000H s ~ sw~rs, s~-rne .TROUGH IT VALVES 424.;
CA Ro
FORD FOIE
1 SIZE ME16t 5/g' 1• D(PAN~OM ~p~ c~sr a~ori iasc~~~o~~ ANGLE VALVE rV~c~/ C.LE~1N a!I C.~~~Vn 21-414 OR APPROVE CONCRETE COLLAR •
3 CONNEG'TOR EC 1 EG4 , •
CAT. NO. CBrTUR10N /4121 MAIC~ AMBtICAN CAT. NO.~:Z~ 6 TYpE COPp6t K~OFT K~SOFf B~ %'~C' EQUN. N 100 /vG
NMKE1r CAT NO. 2 /1NGI.E V/?WE AV'92~13W AV'92-~44W ANISH~ GR/10E
1. A.W.W.A. ST/~J~ARD 5 YOKE BNt Y•BOt Y~504 10?'
2 ~tE HYDRMii S. 41/2 V11WE OPBJING 4 ANGLEViU.VE AV92~315 AV92.4~4 ' (B9dD •450I ¦ - ~rr~~rrrr BEND
4. ~ MECH. JT. SUPPLY MI.ET MUELL6t OR E{,~UUAL : f' ~ - u - ¦
5.21/7' /1MBtIC1W NAT. STD. H06E NOID.QS (2) 6.41 /2 AAA~IGIN NAT. S1D. PUMP9t NOID.E 7 CORPORATION H 9971 H 9971 k. 8 1/8 BBdD FI.15~185 H-15185 ¦
7.1 1 /7' NAT. S1D. PBdTAGON OPBi/1i1NG NUT. OPBd 9 MEIBt 8pX CONC. X33 CONC. X65 ¦
COUMBt CLOCKWISE (LH~T.) 8.31 /2" BURY LBVCs1H CAST IRON SOIL PEE
1" - 90° BBdD COUPLING ¦
0 ¦
2 MIN. 2'MI lg' MAX. /1PPROV~ CRUSH STONE 1 /8" 89dD PVC PIPE ¦
CAST IRON VAWE BOX 10'MAX EXIST. GROUND 3 ~ •.s N.C. DOT. X67 1//g" P6t 1' GR/1DE (6")
ESL GROUND 4' MAX .4• 45'O ¦
WA'f~ ME16! ~"~O O 4 PVC ¦
¦
2 CU FT. CLEAN WASH • 2 ' WA1Bt NWN 1" CORPORATION STOP SCH~ULE ~0 PVC COUPLIN FOR glRB /1ND GURER. LOCAiE METER BOX 12" SOIVB~R WB.D WYE OOUPLING ¦
i MECH. JOINT STONE AROUND DR~VN CONCRETE BLOCK TO OPBdING •f DRAWN BY: CHECKED BY:
SOLID BMIK . '1 i 1 V 1' TYPE K COPP6t B6iIND CUB APPROVE ~5° PVC BsARRB OF PIPE TO S/?DDLE WYE REST ON UNdSiURB~ SOIL ¦
~ t 'r FOR STRIP PAVEMBJT. LOC1ITE ME1Bt BOX 4' EXISTING (SDR 35) OR WYE ¦ DATE
4 : a CONC. BLOCK TO SOLID BMIK 'r. ~ HYDRANT MUST ALSO BE FROM DRCH CBdf9tUNE ~N RI'tING WRH G/1SKET b 1/4' .~4]~ ¦
~s } ' Qnerx~ ~I u~CUBLE se1Lt3lt n USE CRY OFDURHAM ST/1NDARD CONCRETE LP ONLY THE RILL LBrGiH OF 1HE S~VICE DITCH DITCH 09/10/07 C' ~ A 1 C
RODS) o v MEIN BOX WITH C.I. iRAFlRC COVBt sww. Be CvWwclW nr 6 unTtm wpm ma wilm ¦
C MECH. JOINT G/1iE 7 LrtoCMMSTCME MECHANIC/1L TAMP. NTS
VALVE RODDED TO CLASS 50 6' DIP BOTH PROJECT NO.
Tff(3/4" RODS) IPPIS ¦ 0713
ELEVATION ¦ SHEET NO.
r
1 1 BLOW-OFF ASSEMBLY 1BLY rl 2 SEWER LATERAL CONNECTION ¦
r 9 FIRE HYDRANT (10 5/8" & t" WATER METER C700 SCALE: N.T.S. C700 SCALE: N.T.S. C700
C700 SCALE: N.T.S. ¦
IC700 SCALE: N.T.S. ¦
OCOPYRIGM' 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS iSENT IS PROHIBITED

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r ACC~TABLE WRH ztirk~.J ,
1~ .a L ,..;ri~,.: y; APPROVAL OF CRY. ¦
CROtJT RING d~ COVE TO GRADE RUSH VVIiH ~ _ p~ ~ W1/1NFIOLE 1/? DIA. W~ HOLE W/ FRMAE MID CRAIE (?~C' x 24") OR ¦
ti` k ;r PA • l;, .r; PAVEMB~tf M S?R~T (~--1 WASHYSTONE /1PPROV~ C~UAL
GRADE IN RB.D6 d~ ~ ~INAX.1?- D(L RINGS-'~-...`'`"'---r Ws- PAVEM9dT OR GRASS 3000 PSI CONC. SUB W/ ¦ N
PLUGS ~ car t t ~M ~ y,r. ~r~ WOODS ~ N~ - FINISH GRADE FRMAE HNBEDDED ¦
tt L. • ~ i ~C • ~ - 2 ~5 /11.L AROUND PBiIMETBt 1 ¦
BEND ~o ~ W~ HOLES
UNDISTl1R8~ P.S EAR1H AA HORIZONTAL BEND " MIN. ~~•f~ P.S.-1 PRESS SET PLASi1C ¦
AAANHOLE S'i~S OR . 6' ¦
MPROV~ EQUAL , ! ~ 0 0 ¦
PIPE DIA t i T HORVATH ¦
s~ ~ t ~ • . ~yv 1 Sff NOiE 3 ? . 90~' AAIN A S S 0 C I A T E S
iww~s~s ~ ~s o.c. o.c. ¦
• , SUND/1RD SEWBt INV6tT ~ PIPE O.D. ~ ¦
p: ~ 2500 P.S.I. CONCRETE ~ REDU ER + 12• ~N g' W/11.L,1Z" REQUIRE IF ' IF 16 CONSULTANT PLACE, SUITE 201
s ou?. ova is ~ ~ N MIN. 90~' PIPE TO BE CUT RUSH WRH ~ 6• WALL IXC~S 10" ¦ DURHAM, NORTH CAROLINA 27707 ¦ P 919.490.4990 F 919.490.8953
~ ~ UNDISiURB~ 3-~3 /1STM 0478 s DU1. UN~ 10' ~ ~ 1. CONCRETE SiRB~GiH: 4.000 PSI MIN. BASIN WALL. /2" CEMBdT COAT AS i
~TM N TE: ~s CONCRETE dLOCpNG IS TO BE FORMS TO 2 PIPE SHALL sE GROUIE~ INSIDE AND OUf. ~i3 O S' WtiH S' BRICK COUAR ON THE OUTSIDE. ¦ 537 MARKET STREET, SUITE LL20
3/4~. MMI. 8" W/1L11? RE{~'D. IF 1? IF OVBt ld' 4 • 6J(6 W29XW29 YVWF ¦ CHATTANOOGA, TENNESSEE 37402 P 423.266.4990. F 423.266.5700
9dSURE ACCBSIBIUiY TO BRINGS MID BE ~ POURS AG/UNST UNDISTURB~ EARTH. - 3. JOMIrS SHALL HAVE M/1S11C .IOINi SEALER MMI. 6xb W29nW29 WIRE FABRIC ~ ' aP AND BE PARG~ ASIDE /WD OlR MIIIH r ~ ~ RE 'D DEPTH IXCffD~ 10' ~ GRpUT SU1B RBNF. ¦
MORTAR. g' IF CB lOr ~1 HE~GHf 1 . • INVERTS r ~ ~ www.horvathassociates.com
IF OVBt lOr r ¦
~ ~ BEND ~BBdD 45° BBJ~ 90° BBdD 1~ PLUG CO ~ B A B A B A B A B C D CONCRETE INVBiT ~ • • ~ . ~ ~ 4. HtAME MlD COVBt SFU1Ll. BE CRY OF DURW~M STMID/1RDS. ¦
6 9 10 12 10 16 10 24 18 24 18 10 21 ~0~ ¦
8 12 13 16 13 22 13 ,8 18 ~8 18 12 29
12 16 21 22 21 26 21 60 24 60 24 16 41 ¦
16 21 27 90 27 36 27 M 30 72 30 20 54 ¦
¦
NOi~ ALL dMBrSIONS ARE IN INGHES Q
¦ Z
2 ECCENTRIC MANHOLE WITH MONOLITHIC BASE 3 CATCH BASIN WITI C7O~ SCALE: N.T.S. C7O~ SCALE: N.T.S. WITH GRATE 4 DROP INLET ¦ J
1 THRUST BLOCKS C 7O ~ SCALE: N.T.S. C701 SCALE: N.T.S. C'6 < D 0 rboool
51D NCDOT 810A1 o 0 Q
u
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¦ rv 0~
W=CZ
0 .J U W
NOTE /W. WATBt VALVES 12 MID WtG6t SHALL • z Elt SHALL BE >
INST/1LLED WITHIN A WA1ER VAWE M/WHO SUB ~5 MANHOLE. ui U
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APRON WIDTH AT THE OUREf IS SECTION B-B 1.51MABS THE WID?H OF 1HE B FRAME d~ COVBt SFWl BE A D FlJ1R~ BJD SEC?ION. MH-RCR 2001 (SOLID COVE I FlL'~Bt APPR01/~ EQU~U. LL BE A DEWEY BROS. PREC/1ST HW'S ARE ACC~'fABLE. UMiS SHALL HAVE /1N ECCB~IIRIC COVE IN STR~ OR CONE PREC/1ST TOP AS MANUF. BY ADMAS "CONC. CO.' OR X00 PSI CONC. SUB ~ AppROV~ C~UAL MID IN ACCORDANCE W11H ASTM G479 ~ a A~~ W~ BARS O O.C. EW.
APPROVAL OF B~GIN~t. EW.
BUINKET A A MH RING DEWEY BR03. MH-RCR 17A OR 0
/ /1PPROV~ EGIUAL. ¦
!f ~ ~T~ ~6R t !~/O
L ~ s ~ nr~cv~~ mv~n ~ D~ /~wW~1~.~'~ rn ~no~~ ar~c~
Z wHa~ nee Baow nee am~r a 18" GRADE LEVB IN WOODS 1/7' DIA. Wes' HOLE W/ WASHY Si+ONE u • : u • • P :CAST CONE ¦
-I 1'~- ~ ~ NOT A D~IN~ CHANNa. BUIID A O • . • • MANHOLE SECTION o ~ u ION ¦
FLAT /1PRON TO DISPERSE RUNOFF. pNE JOIM D.I. PIPE B .t• ~J Y ~q~~ N FL w u o c3or • • i~ ¦
PLAN VIEVN t W~. ~ ~ w~C ~W OPBdING NING . » ` ~r • r MH STN'S
~r u ~ • • r . ~ • ~ ¦
SEG'710N B-B • r, ' MH SiEPS ..i, » r 4111. • » r1i ' » t • ¦
SEC110N A A FOR DROP MH USE D.I. PIPE 0 ).I. PIPE ~ , : - PIPE PIA + 1 W/5 : • • • . „ 30?' MIN + ~ DEINEY BROS. r Site Details
p~~ g~~ CUSS AW WA C151 W/5 ~ e -MAN Q 1 S' O.C. LOCATE HOLE • r • 3d' AMN
1HBtE MUST BE NO N~SIDE 0 MIN. MANHOIF OVBtFALL AT THE ~ , , BdCASE IN BRICK OR R : +i 1/7' PUSiER COAT (MORTAR) 4'~ ~ WALL W 0 PIPE oN cMU MASONRY y ¦
B~1D OF THE 11PRON. I I I I~ CONCRETE :r SECTION W 12" R UIRED IF wAll ¦
I.BdGiH OF I- /1PRON 8" W/LLL r; S-0?' 0 MH D~0' OR GREA1Bt 4• > EXCEEDS 10" ¦
~~N 1 T W/1LL AT MH D~'IFI 10' O MINIMUM D~'IH GREA7BtI ~ ~~E WHERE A DB~N~ CHANNB EXISIS. MASONARY UNITS-ASTM-139 ¦
1 CEMENT COAT
,STM-139 "r O , -ASTM-270, ~ . ~ 8" TO 1~' HBGHT M CRUSHED STONE 4.Or ~E ¦
I'~ WARPAN~SHAPEIHEAPRONTOFR MASONRY MORTAR-ASTM-27 6¦ ~yg p~~ THE CHANN6.. IF NEC~SARY. UNE TYPE M ~ .••M ~ • Y • . » ¦
OR RL7Bi FABRIC 1HE EMRIINCE TO PROVI~ A 9 WWF SLAB RBNF. 9XW2. 6X6 w2 ¦
iRANSRION INTO THE REC6VMG 6 X ~W29 X 2.9 WWF CHANNH» ~ ~ 12" FORS 0 MH GROUT 3000 PSI CO
¦
¦
¦
¦
5 FLARED END SECTION AND RIPRAP APRON 6 PRE PRECAST MANHOLE OUTSIDE DROP 7 RAISED COVER CATC SCALE: N.T.S. C7O ~ SCALE: N.T.S. ? T A . N.. . ¦
C7O~ SCALE: N.T.S. C7O~ SCAL LANDSC./1PE AREA ¦
¦
¦
V RiGHf-0F~WAY V~~ ~ V RIGFIf-0FWAY TYPE 1 MANHOLE ¦
RING d~ COVER 046- CA Ro
41' BAdC O BACK 41' BACK BACK
NOI~ POLE BJ1SE SFI0IHN HIE FOR COOR g TO BE CONSTRUCI~ PBt STRUCTURAL DEI'/ 1-1/7' E2 9pr STp. SlpEyy/~,X lY. BASE ON RPOSES NATION PU RC RAL DETAILS.
28'
SIDEW/1LIC 30~'STD. 1-t/2" 2 S OPE FUSE HOLDER ~ BL~~SMAN ? N Y • J
21/2" (AFtBt 6 MOMIiS) SLOPE CURB RLL SLOPE 30~' ROLLS 21/7' DBt ( 6 MONMS) ~Rg ~RBR (~STD~ Sim POLE FUSES » • . ~ • BRRASS PIPE » -Or w RESSURE AIR VALVE
.Z.~s 2,, j (HBCFi~ AS SCHEDULE) PER N.E.C. » . HAND HOLE s . • a~15o PSI . • , . ? ; •A , 41x15 i.•, • r . r » +b 100 N ~i? FNG I N E
. ~ • . . • 4
10~' CABC 31/7'. CURB • 31/7' FILL SLOPE GROUND UlG SET wl.. • ? » • . • . • • . R BOLTS • • NIPPLE ANCHO 2" BRASS » . ~ rrrrrr ¦ MIN.
S 1 /7' • 18' CURB 1~~~ •31/2" FROM POLE » TEINPUTE t ~ ` S MIN. . . » ~ • » t»• ~ » ~ f » UFACTURER MAN . • r 4t . 04
G~ 6" /?BC STONE 18' CURB POLE B~I1SE COV9t d~ C3tl~(ER • 2" GATE VALVE » » . • r a t# • of
• g' SLAB COMPACt~ TO 9S9G CONCRETE POLE ~ BARS 6 BRASS NIPPLE « ~ A p • A+ ¦ ° v 4 •
~ FlBER MESH R~IfORC~ MODIFi~ PROCTOR VALUE AIR B~ITRAIN~ MD(CONCREIE BASE , LONG • + • • • ~ + e?~»» • + s y s • Wr • • 1•Y
7YP. ROUNDABOUT SECTION (5T R.O.W.) ~4 8J1RE GND. y • ~ • r 1 » 44 3 ?
NO SCALE FINISFI~ GR/1DE . ~ _ • 4 .s • • • ~ • • • ~ M . • r li • • ~ g • s • •
d • ~ . • +r•. •1 • ~ » . • ~ If •r • ~ ~ • r '»w r M
t• • »b4t~1 4Y S R . fr ~ . t • •o ¦
I, I Ci/~~W~ C.Q~~i • ? VARIES " . ~t • ti • • » . ? 4~w ?4 ?1 . ~ • ONCRETE SCt11ON t• • •vARIB ¦
60' RIGHT-OFWAY 60' RIGFiT-0~W/1Y TO GROUND CLAMP .o R3 ! 12" O.C. ~ • . ? ? • i • 1 MIN. • . r r „r ~ ~ ¦
41' BAdC TO-BAdC ~ BAgC TO-BAdC . • ~ ?Ar ~ • • tt » ? ~ • » • ? • • +t • • » • • s~r•A•• »1•~• a.Y r~ ~ .st"1t M
14' 10' 14' CIJT SLOPfi 14' V 1+' CUT SLOPS s,' - A -14, ? '
1-1/7' ~E 21/2 H-BINDS ( 6 MHS) ~ ~~1~„~ ~ R AS SIl.ED ON ~ _ , CONDO N ~ 6 MIN PLANS ~
21/7' INDBt (AFTER 6 MO Or DRAWN BY: CHECKED BY:
~Q~i ~ s~ GROUND RO I- 30~' _ 37 STD. ~N S SIDEW/WC N0.5 OR 57
~ •r••~ WASHED STONE ¦ DATE
30~' S?D. 10r' /?BC STONE 8~1SE 5' SIDEVN~LIC cuRS ~sro. s sroEwN.ic CURB g' /1BC STONE BASE 30~' S1D NOi~ ¦ 09/1007
_ . cuRS _ _ . - - CURB .1 ~,,r MAXIUM HBCH~ TO TOP T BE 35' FDRURE. 0 OF UGMR TO TOP SCALE
s ~ • NOTES: 1. I18C STONE TO BE PLACE UNDBt C&G • 3 i/z' • • NOTE: ABC STONE TO BE PLACED 'h,EVBJNG NUTS SHALL BE MEASURED FROM RMSH UNDER CbG tlSED ON ALL POLE N RNISHED GRADE N TS
3 1/2" 16- 3 J • ¦ PROJECT NO.
IISSHNBUB r 0713
7YP. ROAD SECTION (60r R.O.W.) THOROUGHFARE YVRH PAVEMB4f 1YP. R0/1D SECTION SECTION (60' R.0.W.)1FIOROUGHFARE W114 CENTER ISLAND PAVEMENT
NO SCALE NO SCALE ¦ SHEET NO.
¦
= 11 AIR RELEASE VALVE ¦ C701
9 TYPICAL STREET SECTIONS ri 0 LIGHT POLE BASE C701 SCALE: N.T.S. ¦
C701 SCALE: N.T.S. C701 SCALE: N.T.S.
@ COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVA7H ASSOCIATES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS ¦ 'ENT IS PROHIBCtED

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p = O vm ON vm Z ~r ~ r ~t I ,r ~ , , O `:Q' YY i~~,:+~~ ~ji` S~~f!. yl(':l.',r. 4 ..pC~W,. ,qu. c. ~ N ..I' -.~!r;+:ti).~ r!x:~ 4' d A:' . R..}~. .e{ :i r. '•Y!,... i ^ 'I.i vM nH i
N ~ } p'~ '0 ~ -1 I- Q -'I SEE N01 H` Z ~ n Q M~ Z S •3 BUFFERED ENO SECTION F.. N p WOOD ~ ~ ~ BACK OF cuRe .1 SEE NOTE B ROUTED ~ GUARDRAIL POST ~ Q G ~ OFFSET BLOCK Q ~ X 18d COMMON NAIL ~ W000 OFFSET ~ 4>t" ~ " TOP ELEVATION NOTEB: MOIITAR JOINTS ~ ~ THICK. O m U8E CLASS "B` CONCRETE TFIROUGHOUT. 1^4 } OM P ELEVATION S U8E fORMB FOR CONSTRUCTION Of THE BOTTOM SlAB. ~ < ~ ~ .
tA00 ~ Z~ V HOB N ~ N C7 . ~ ~ I ro"-~N ~JO~ ro m z 2 CABLE ASSEMBLY a z m Z = ~ ~ _ .r N~t7U ~ Z ~ :p ~ 8 ~ I ~ I I BLOCK tL J Q F,,,I N O ! ! M I R i ' ~ ~ ~ ooa=Z -n ~ Y - I f ~ " oR BI/ ~ 1 , ~ ~ mo Y DEDUCT FOR PIPE(S) FROr TOTAL CU. YDS. OF BRICK MASONRY. ~ ?'4 Z " EXPANSION JOINTS-- • ~ N O S.. E , n UBE N4 8AR OONELS AT 12 CENTER8. ~ ~ O 4 •B 1 "
Op n-I 10d NAILS W W h ppDnn-I ~ ='71 D m F- V O= ='T~ m V Z 1 • • 11 ~ - ~ ~ - 8 TEEL 1 I I HZ-I= A - ~c ` ~ S I T W IL = D _ _ _ _ - ~ ~ H N OUAADAAI L 1 I ~ V O U 0 0 n m m 1LJON f'~~~N - 4.8 _ PROVIDE ALL CATCH BASINS OVER 9'•8° IN DEPTH ITITH STEP8 12" O Q, z R1 Z = M4 BARS "Y" _ 8" sn _ ON CENTER. USE 8TEP8 MHICH COMPLY MITH 9TD. ORAMRNO 840.88. O W = I^1 -I D ~TiCE~' ~TQ USE TYPE "E", "f" AND '8" ORATEB UNLE83 OTHEAMRSE INDICATED. W ~ (y. G3 O C) ~ " _ n ORATE i ~ Q = r m 1,_ 11~ 11~ Z O V < U. C) a Z O cc <vO03w
Z2'~O.n ~ a o F-2 2W zH.Or„-tt ~ • h•~OM fl)F-WO OpH F SEE_NQ7E.__B.. ~ i ~ ~ I ~ f' W ~ SEE NOTE B I N =000 - - - e» e" r ~ I fOr u- N Z ~ ( ~ YIN, MIN. " USE BRICK OR CONCRETE BLOCK ~IICH COYPLIEB R'ITH THE REOUIREMENT8 F' U O O 't1 3 ~ 8__ = OF 8ECTION 810 OF THE STANDARD SPECIFICATIONS. '4 H N O I MIN. If REINfOACED CONCRETE PIPE !3 SET IN 80TTOY 8LA8 OF BOX, AOD TO SLAB ~ _ 'Z W Z ,=jam O 'T1 - \ •
C)O~ pCO~"~ n ~ z o ~ ' ~ A Z • H DOUBLE FACE DD ~ > DD 8" WOOD P09T WITH f: '1Y' BEAM 'W BEAM O O y "OOH 'WB STEEL POST WITH ~ e7 ~ D DOUBLE FACE GUARDRAIL ROUTED OFFSET BLOCK WOOD OFFSET BLOCK GUARDRAIL GUARDRAIL Z • N MIN. aH ;,e v o - AS 9NOwN ON STD. N0. 840.00. N ~ W O J Q r ~ ~ DC F•4Q OOH T \ FOR 8.0 IN NEIOHT OR LESS USE 8 11A1.1. OVER 8.0 IN HEIOFR USE O p ~ ~ z ~ ~ ~ - 12" wALI TO 6'•O" fiK1Y TOP bF 1WILL AND 8" HALL FOR THE REMAINING z " M•1 D D R R " 7 ~-S ZIM
"W" BEAM RAIL f' N -C N a, O N f" O W O = END SECTION ASSEMBLY.-..PLAN c z ISOMETRIC VIEII~ c ~ , P.l~~ w cn ~uN o ~?x o z 8'•O.1 OUANTITES TO BE AOJUSTED ACCOROINGLY. ~ D ~ ~ ~•~:_Q•. 1- t.1 w = P CONSTRUCT MITH PIPE CROMNS MATCHiNO. a C (n , ~ LAN ~ W O m~i CURB AND GUTTER VNTH CATCH BASIN ON S'fEEP GRADES Z CL O
BUTTON HEAD r SECTION X-X „ ~ TOP ELEVATION , 0 00 1 SEE NOTE 'A' CHAMFER ALL EXPOSED CORNERS i". O Z DRANINO NOT TO SCALE. + w .r TOP ELEVATION _ ~ 8 W D
BOLT 10" LONG PAY LIMITS THRU RAIL AND BUTTON HEAD BOLT (10" 10 SEE NOTE 'A' 8 11 'W BEAM - - - - E . GRA~E { 1 t 1 " - - s ~ ~ w EXPANSION JOINT " USE ON FLAT GRADES 21~ AND UNDER TOP ELEVATION '
POST WITH NUT „ LONGS THRU RAIL AND SEE NOT AND STD. WASHER -4 POST WITH NUT AND 1'.0" ANCHOR PLATE W BEAM STD. WASHER SEE NOTE A SEE NOTE A 184 COMMON NAIL \ ~ _ SEE S#D.NO. .03 _ " " STEPa STD._N0. 810.6 YIN, I 1 , I _ 6TEpg . $TD. N0. 81 . _ STD._N0. 840.68 S S,•0„ - ~ + 1 r I~ _ _ _ _ ,.,r.,_ EXPANSION JOINT•-- ~ 3'0 DEPRESSED GUTTER LINE
ASSEMBLY RAIL ~ m ~ m ~--r,-` , , I 1~ 1 ~ m r o TOP ELEYATION I I SEE .~-0 Z - Z LEYATION _y.._ - PLAN 0~._TOP SLAB SECTION S•S A ac m - 6" - O Z . Q
C 'oa : O C Z NOTE B - 2 O G'1 . , EE ~ d O f7 ~ c " B NOTE 8 NOTE 8 , 1 O r ~ e R NOTE B ~ ~ u, M ~ N _ - ELEVATION E tL. O Z W f NORMAL CURB AND GUTTER ON TIGHT GRADES ~ H O LL
H iiiii?rrarzii~iii M N z J ~ N _ ==::i... •i _ GROUND LINE ~ ~ Q ~ T GROUND LINE H N N SECTION Y Y g" OUND LINE _ _ GROUND LINE GROUND LINE ; „ _ , ~ " z ~ N O H N ~ _ •--•TOP ELEVATION N01MA " x e« x ~ i L GUTTER LINE 8 Q W s~ Bn i n n " Ca Z Z m 0-4 CO
I7'I a ~ 10d NAILS-QTY. 2 ~ r' m r SHORT WOODEN BREAKAWAY P03T ."7 a~:1lj ~ ~ - e .7 - s.1=''., ~ qi~ ~:~kl; '=1'ij= ,'1i;illl,, ~I-II :-wl ~ ~ ~ a 0 MIN. j ii I , fil" ` f ~ I, 1 ~ UI I I . "fir: ~ ' ~ N. ~ ' ~ „„s ~ :,fl ~ +II .1~ '1) ~ i I 1 f , YIN. . IlU-, ~-:IIG- I fr,lrP.l :.-I~, IIF-;~-II~f„!-'ll~- r.l~:. h.l,~....r I~ i -1F ~rti't~i~,> -,11~ ' ~ RISER LIT. MIN. MIN. " a m a N~ N E B W BARS N4„~Ag• EXPANSION J N 6 D !L ~ s ~ O1 T MIN. D d D !k4._HAR~ " g" USE ON GRADES DYER 2w _ ~ C~ Z &3 EOIjAL SPAC~S~ - 3Qcm a a o a
~ r oN D (SEE SHEET 4 OF 7) ~ BEARING PLA E D 1. + ; f~ ~ V IES n ~ ; N C ~ ~ 1 ; - a"MIN. ~ 1 1. G , + O YJ ~ ~ °C c D - - v Ul
Z r w STD. LINE POST CABLE ASSEMBLY _ N N = r y ~ 8.8"t LONG Q N O cr h- O ~ Dp H GROUND W "I D, " ~ ~ ~ ~ ~ GUARDRAIL POST " „ ~ Q ~ O a SCETIONJ~J " ~ ~ ~ ~ NMERE 30' TO 38' PIPE IS USED ~ i ; ; w . • " , . , ~ EXPANSION JOINT 8"MIN. ' ' ' o•.' a ~ _ ~r r14 BARS "lf" n 11.On . ~f'~,,,,,fl,". ~ o _ 111 6 _f _I f.. 'ED 3" : ~ • `~T~ DEPRESSED GUTTER LINE z V ~ Y
a D o LEVEL ~ C H D - . ~ n. BREAKAWAY TERMINAL • ' r Tt r ~ H ~ ' . STEEL TUBE ' • c~ 2 ~ 1 N ~ ~ ' ' ; = 2 WHERE JO' TO 36' PIPE IS USED ' M ASR " ; 1 - SECTION N-M SEE NOTE N .Y¦ N D V ELE ATION YIMERE42'ro54"PIPEIBUSED V m ~ ~ SECTION wR~R DOWEL _ N N NORMAL CURB AND GUTTER ON STEEP GRADES N~ Mz HORVATH
, POST SLEEVE • ° ~ 2 Z ° EXTENDS 2" O " G1 ' ` H ~ O :M ~ , : ABOVE J ~ 1~ . 1 O t7 11 .1 ; ~ _ _ 1 M 0 Z VARI „ ~ - m Z MINIIMII DIMENBIONS AND OUANTITItE FOR BRICK CATCN MBIN tA8i0 , - ( ON MIN. NiiiHT, N~ MITN NO RI6ER1. - ,J (r~ ~ DIMENSIONS OF 80X ANO PIPE _ _ TOp S~ CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTION co A S S O C I A T E S
' GAD. LEVEL ~ p ~ ~ ' w ~ Q ~ w ~ I ~ ~ ~ M Z O ..,PIPE SPAN NRDTH NIDTH SPAN MIN. HEIGHT DIMENSIONS .y..811R8 U ~ ~ - S ' ' ~ ' BARB V BARS•MI f TOT ONE PIPE . _ - _ TOTAL TOP BOTTOM TOTAL M11fx ~ - - - A W D _ . A 8 C O H _ E F N0. LENGTH N0, LENGTH L88. SLAB lA BAICI( NO , tote C.M. ~ ~ 12" 3'•O" 2'•2" y g" . _ ~ odlaiEl[ R.C. - . . . PIPE 0 Z R.C. LU
j Z co ; '~'i~~ SOIL PLATE C7 Z DOUBLE FACE / • • ~ ~ . • B E FA E AAORAIL ~W8' STEEL POST WITH 8 WOOD P09T WITH ~ _ DOU L C OU ROUTED OFFSET BLOCK W000 OFFSET BLOCK ~ ONT p I ` 1 _ - _ 0.281 0,281 0.889 1.184 0.020 i 0,042 ( m 18" 9'-0" 2'•2" _ 9'•3"~- _ 0.281 0.281 0.983 1244' 0.031' 0.047 _ 0.281 0.281 1.043 1.924 0.044 0.065; 24" 31,0« 21`2« 31.8« 0.0421
. . ' ~"x71" BOLTS ' WITH 2 WASHERS ~ STEEL TUBE _ NMERE 1r TO Sr PIPE IS USED ' NOTES: , • _ - 0.281 0.261 1.204 1.485 0.011 0.121 ~ . _ 30« 31.0" 21.2" 3' 4« 4, 3„ _ _ . _ _ _ _ ~ * 1'•2" 4'-4" 4 1'•8" 3 1'•1" 3 4'•1" 45 0.147 0.371 0.521 1.806 2.217 0.122 0.184 ~ ~ " 1 « 1 " ~ 1 « rw. 3 •0 2 •2 3.10 4 -9 ' ' _ _ _ 1'•8" 4'•1" 4 2'•0" 1 4'• 1" 3 4'-1" 49 0.187 0,415 0.802_ 1.911 2.818 0.178 0.261 1 1 1 , 42" 3'•0" 2'•2" 4' S" 6 3~'-~ . ~.06s 0.121- 16 CONSULTANT PLACE, SUITE 201
, QTY. 2 ' 1~ . A • fig" DIA, BUTTON MEAD SPLICE BOLT 1>~ " LONG (8 REG. PER SPLICE JOINT). B • DIR. BUTTON HEAD BOLT 71~"19" LONG WITH NUT FOA BOLTING 8"t8" ROUTED OFFSET BLOCK t0 STEEL POSTS OR EET 1 OF 2 Q~TAI~,• 8HOWING.._METHOD _ _ 1'•S" 3'•8" 1 _ 1'•si" 9 3'•~ 9 3'-3 38 ~ 0.135 0.313 O.S08 2.182 2.880 O.Y40 0.371 48n_ ..3~'~" Q'•2" 8'•0" 8~~~ . P'~0" 9 6" 1 2'•8" 4 3,~9, 3 3 •3 41 0.173 0.41 0.589 T HEFT 2 OF 64 11 „ , . 0 . Y.415 2.998 10.319 0.477 SHEE 1 OF 2 2 t.._ _3.0 2 -2 - B •7 8 '3 2'7...__.3 -8 4 3'•0" 8 3r•9 3 3'•9 47 0.211 0.448 0.858 9 4 _ 0.261 DURHAM, NORTH CAROLINA 27707 0.371 » P 919.490.4990 F 919.490.8953
END SE TION A SEMBLY - LE ATI s C S E _ N , HEET 1 OF 7 SHEET 1 OF 7 SHEET 3 OF 7 DIA, BUTTON HEAD BOLT IB" LONG WITH 9T0. WASHER UNDER NUT FOR BOLTING TO W000 P08T8 (1 REQ. PEA LOCATION) F RI ER_CONSTRUCTION pLpN 840.01 C -FIELD PUNCHING OF HOLES INTO GUARDRAIL 3NALL BE AS DIRECTED BY THE ENGINEER. SHEET 3 OF 7 p~ 84 _ __l.~_ 2.600 . ~a•~o_a:ae o.s9s 840.01 0.01 "RISER HAB .321 CUBIC YARDS Oi BRICK YA80NRY PER FOOT NEIOIIT o.s9s SHEET 2 Of 2 R FOOT M[:YOIIT 840.01
C.A.T.-1 SYSTEM 2 es2DO2 BstDO2 862D0 YPICAL GUARDRAIL AND UARDRAIL POST ALTEEN I 862•D02 ~ . r ~ 537 MARKET STREET, SUITE LL20
v z v vm ON vm H~ z . o O F•1 N F•1 '0 PAVEMENT H N SURFACE H } CHATTANOOGA, TENNESSEE 37402 ¦ P 423.266.4990 F 423.266.5700
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H ~ ~ 01 .03 ~ ,.~06_ O rn ~ N m o ~ 0.3 _ 02 0 , . ~ J o, z rn z 2 5 .06 r 29 .00 0 i~ _ ~ co ~ O O t z 2 D D ~ T o ° A NOC? T1 U1 rr { LtJariz m0 ~ 3 RAG. ~ rr a 00 = Hz~ D , ~ RAD.. I A N o L~.JON ' N ,~44 ~ OOazz i / N _ w www.horvathassociates.com
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tOOp - 7r 7 ~ ~Zri =fA00 zH~vr-n cn oW ?Hvr-n z N . , LEVATIQy.,9 v1 I- w o O H -L r? CURB AND GUTTER OA AS RAN It ON ~ O ?"1 ~ , „ I 1 RAD . ~ r n ~ ~ F- I z W ~ ~ t RAD r ~LLr„4J II ~ c, • . O Q ¦
C1 ~Z pONQ n ~Z PAY D 0, 34 02 27 D D LIMITS D i 05 .05 ~ - - . 02 - , 01__- - ` . 03 F- y - I~ DIRECTED BY ENGINEER APRON SLOPES U ~ Z • H D D ~ EE RADII HD -C "1 1 •6 CURB AND GUTTEF 8n ~n f.. tD-i ND GUTTER a ¦
-C • _ . _ io . 02 .02 io . 0? H -C ~ IN AADI - . , 1 v - _ , O ~ . 02 ~ ~ ~ . ~ ~ W z Z „ co co ~ D A ~ I PAY LIMITS ~ ~ AS SHOwN a ~ ~ ~ 2 6 CURB AND GUTTER _ PLAN) ~ ( w c N O ' IN RADIY ON PLANS ~ 11 ~ ~ 2 J 1 r. ~ D / 2 '0 2 -0 n „ „ rr n ?r , W ~ 8 X 12 OR 18 9 X 12 OR 16 0 ¦
. . 02 • 03 _ _ 4-0 PROPOSED ~ ~ . 2'- " ~ FACE OF CURB r n r n GUTTER i o 2 •0 2 •0 EDGE OF , ~ ~ ~ CONCRETE CURB CONCRETE CURB
102 0 . . ' 33 _ ~ ~ 25 q - . 02 NORMAL- ~ ~ i . _ _ _ ~ .04 .04 . ~ PAVEMENT , i r? r n 2" 2'-fir, r. r rr r rr ¦
. CROWN - I 2 -4 MIN. 4 .MIN. c~ 1~0 1 -0 RADIUS ~ j~ a ¦
" 12 7 co ~ ~:.~Q3._. 101 co ~ ,08 . ?A • RB AND UTTER • •~t: ~ ~ ~ rr I DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION ORIYEWAY WITH 2 8 CU G ~ m , ~ r. , . 7 °D rr ~ ~ o _ .44° ' 5 6.MtN;: T O ~ Q
p o _ ~ - O ~ ,02 W ' r - ~ ~ 3 02 0 , 2 , 01__., 04 _ Z r a Z 2 5 04 - . 03- _ - ~ a H I - H .03 ~ _ O PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES W O O _ ~ ~ D = r c7 Z O ~ z H W cn ~ rr I- ~ e ~ I- W Z
~ ..__._-J _ nt 12' .o~ .oo 3 rn 12 7 ~ E" EXPRESSWAY GUTTER SHOULDER BERM GUTTE ~~1- O~_ 30H TR Z ERM GUT E „ „ N ~ F• S X 6 MEDIAN CURB VALLEY QUTTER ~ ~N Q ~
i C! -1 ~ 7 ~ n to ~ _ - ,05 ~ C RI D , 0 o C ~Tt D 0 Z c~ _._.•..44 . ~ , ~ . 09 ~ z N ~ ~ 1- 11 11 al. 1 11 11 Ir p V' C Ai D _ 2 o z •o ~ ap ~ z SECTION VIEW OF CURBS OR CUB ' " 0.04 o ~ ~ QI O oc o ?S OR CURBS AND GUTTERS m O ¦ dS Q w
~ _ m ~ C~ v _ , 02 0, . 02 0 0 ~ otl W n 0 1 .02 ...,?5 • , 04 • . 04 co i• co ~ D ~ D i 02 - ' ~o . _ . _ pp ~ O VARIABLE 12,1 12 12 , ~ ~ D FILL o Qr ad " x 1" DEEP Q FILL O V m . O ¦ Q
l.......... _ . 00 ~ . Q5 o~ . os „ . oo ac oo r ~ d ~ 7„ 12 ~ ~ ~ O A VARIABLE 10 SUGGESTED VARIABLE 10 SUGGESTED " " 7 Q V m Ao ~ O ~ GENERAL NOTES. z ~ RI GROOVEI ~FCIIQN A-A I4tl.~ Q ~ O -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT r~ W ~ ~ JOINT p1 ~-•---a? ~ ' GROOVED OR SAWN ~ z 0: ~ aW~ JOINT WITH JOINT F- Q U
~ - - W ~ ~ C ~ ~ V AD N f' AD YI ~ r r, r n W YI B C R TRAM ITI N GUTTER 2 Rd TTE H H NE I USED OR WHEN EXPRESSWAY GUTTE _.._,_._~_9 ~~.r,~L~ ?~_.9 V C A 15 SPACING MAY BE USED WHEN A MAC I S N h' D SEALER WA ~ SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINEO O F- i~ SEALER JO NT A rr W ~ RAD = ~ GUTTER ~ O 0
BERM.VARIES,_ ? ~,0 2 -0 H m Z 8 •0 NORMAL , 01 ~_:08 v1 v m 2 ~ , G) ~ - N G1 ~ -I 0 _ ~ G C H WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. Fg JOINT SEALEg N Z ~ v Z m O -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ~ 1, SURFACE OF 11 SURFACE OF RAD RAD ~ x Q ~ . I GUTTER O ~ ~ '11 ~ RAD PAVEMENT y Li Z ~ SURFACE H SURAE JZQ ¦ ce. 0~--
Aim z~- ; 30 .01 .01 - - . 25 • . 04 _ x.05 . m ~ ~ ~ coo ° - ~ ~ o ~ ~....r..:__.__~ . . ~ . W ~ ~o GUTTER J -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF ~ YAAIABLE,~ ~ , ~ , z ~ O TEMPLATE8 OR FORMED BY OTHER APPROVED METHODS. F PAVEMENT _ 10 TO 12 _ ~ , , V _r._-,____------;-- EDGE 0 -r G` ~ ~ ~ ~ w ~ CONSTRUCT NON-TEMPLATE FOAMED JOINTS A MIN. OF 1L~" DEEP. ~ ' OO , , N w = CZ 00
12 7rr 12 7_ ? B .JOINT FALLER 1- r? rr x MEDIAN CURB ~ ~ ` -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 6 , EXPANS~0.1~ JOI.~T ~41lIB.A~I~[4.d~KI EALER. PROPOSED --~A WITH JOINT FILLER AND S ~1• PROPOSED - 0 JU W - • -z
SECTION VIEWS OF SECTION VIEWS OF ' T TO CURB d~ GU -SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACEN PLAN_VIEW OF .TRANSITION - NOTES: 11 ALL RIGID OBJECTS. CURB d1 GUT7ER ~ •~,PROP. ~ NT FILLER JOI PAVEMENT JOINT/ >z
EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB ANO GUTTER SUPERELEVATION RATES EXP EXPRESSWAY GUTTER TO 2 •6 CURB AND GUTTER -IN THE TRANSITION FROM 4.10 CONCRETE EXPRESSWAY UTTER TO 2.8 CONCRETE CURB AND GUTTER, PLACE 1Q EXPANSION JOINTS AT 26 INTERVALS. LONE -PLACE GROOVE JOINTS 1" DEEP AT 12'•8" INTEAVAL9 BETWEEN EXPAN8ION JOINTS. TAAN~VE~$E EXPANSION..-JOINT LONGITUDINAL JOINT IN CURB AND GUTTER V • CJ7 w U
SHEET 2 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 -FILL AND 9EAL THE TOP 1~" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3 SHEET 1 OF 3 SECTION VIEW OF JOINTS SHEET 1 OF 3 ¦ w 0 Q
846.01 846.01 846.01 846.01 846.01 h,. 846.01
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~ 4 „ I•+' t 3 NOTE: USE TYPE "E" "F" AND "G aD D w O 0 UNLESS OTHERWISE NOTED. O ` o " 1~ a ~ ~t m F AND 0 GRATE H} v.~ Q Q -1 Z ~ 0
r ~~cn m O ~ NZ xD B iISE NOTED, c~ pp Q ~ P z ?^1' z DETAIL SHOWING TYPES OF GRATES . I ~ U 2 -11~ _ _ LL ~ OO ,r ~ p ~ USE ACCORDING TO WATER FLOW. - . 2 co - aQ
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N Z Q w' Z Uf O Q ~ ~ Z ~"~O~ H~C7V DNO~ Om-~~ u.~ NZ r0-n~~ ]'A e° A e ~ UTILITY 81R1P ~ ~ r- 0.01 YJN, ~ B .QT,C 0•\ DAO? CUM 2' 1~T~4 0.02 Y1N, 0.01 MAX,` H ~ V a~ i . +ti ~ Aro.:'•e' aA~e Nd~?Ei'' o.oe YAX.~ -0.02 NOIIY,) 01..r SECTION_•. PP SECTION - NN - ~ 1~
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'T'1 F- U O Y DT ~ Y .M SHOO H=f' M ~ O r- zN~rm O~ ~W ZH~cm G~~H a<LNJ ' SOH i `Q~.B ~ ~ ~ w 1,. .12:1 PAX. AAIM ~ Q M C ~ ' h' X W H N ~ O R1 n - - N ~ N ~ ~ Ill _ - - u~° O O z WATER FLOW 8AG ~ - WATER FLOW _ - ~ O Q c ~ 2r• Ir 6r1 ~ = m (p r SECTI N - C) cl)
~ Z L O ~ n ~ Z . ~ y q N yD 9 Z ~ DDD ~p , ~ O r --Q_,. • SECTION B-B O ya~ _ •0' - z + H aa~E. yfry ~H O 3r_Orr t-. -I 0 AA --.-4--.~. CO m H . z = mN Lom 0_ z v
NO WO Z ~ ~r ~I I / I M W ~ Tj1 ' IIOEwAIK .TOP OF W G N D TAANIITION DAOV fAAN8ITI0N CURB O 3'-Orr _ 0 V O ~ = TYPE " n n n rr r.__~_. ~ 1" t 3 H Z F TYPE E TYPE G T a _ ~ YPE E Q O N a a ~ ~ r._.. ~ ~ 9 _ Q Z d
I ALK SIDEWALK SEE NOTE 12.; CURB I z o K •orn~ L I ' ~ ° - o -1 RAISED FLOW ARROW K N ~ Ir a P rr N ~ t w f] D 1 n 2 N p HIGH L M o ac z -1 RAISED FLOW ARROW 2 ~ -'1 H D ~ r
99 SEE NOTE 4 4'•0" (TYP) N~ E ~ctEEO ~ ~ O SECTION A-A ¢ W Q 0 m ~ , " HIGH - , - - - . Q v Dyo >8 ~ p p , _i . . Q a ° v 0 N cr- 0 0 Wz
8TOP LINE a SIDEWALK SIDEWALK ~.,f n a '0 Zg L ISOMETRIC VIEW p H T- Q ~ ~ r I " rr - 1 r Q ~ ~ z
;SEE Y SIDEWALK SIDEWALK Z NOTE 12 , ~ m z 4'•0" (TYP) 4. Z etOtwALK n Z ~ J F u~ P.. _ EXPANSION JOINT ~ _ tt7 „ ROAOwAY (SEE STD. e4e,01) O ~ A~ n SECTION - JJ = " O n z 1 - O = O ~ rr W r • rr rl H W W = Y ~O w HWw
r SEE _ O N ;NOTE 3 ~ o BEE NOTE 4--~ d H S N STOP LINE i io v N AMBYYIOI PLAN 6YIIIOL NO1E: A PORTION OF AEDETMEmIIETRU~AN1 lL ~ 0 'n ,r - 1 rr 3r•O~u YAY LX1E 0 OUT l D ~ ~ d o ;W R; ~ ~o f'' - . R-. ccFR' z ~ o 3 0~$ 5~ ~ _ ~ J ~ ~ , rr g 1'L C7 O D O O 1 4~ r 3 A N 1• ~ I . _ , . _ _ z 7D i . ~ n J M
m= - ~ m= mo mo aAe cvi von ! roR PAOrasED - _ ~ Z ~ ~ - - - - ~ _ EXPANSION JOINT ~ a' ' FUTURE RAMP NNEEICNAIA RAMP ~ + (SEE 6TD. 141.01) a ~ ~.Q.. 1 n r u Q~ N p rr - ~ w 1 rr r 1~ R r n ~ ? . 4. O ! z i r n 1 ~8 r rl rl -T- rr ~ - 2 -11 ~ - 7 4 z ac UJ U.
C ~ ~ ~ ~ = C ~ ~ NOTEI~ 70 D rJ ~ = D t , oETECru gy BEE NOTE 1 1 .~1b' ~ ~ en rr 1'`n ?,-0 r ~ ~R ~ ~ n r n '+6 rr _ NOTEI: , 3 3 -0 3 .r I, DlTECTNI! wARNINO DOMl6 SNAIL COVER 2'•0 ENOM ANO LULL NIOTN OP THE ~ ~ N ~ ~4 RAMI Fl A6 1A l r ~ I~tl. ~ EXPANSION JOINT 0011 1NOMA1 ON THE OE il8 ~ ~IJ> J n ~ r „ ~ rr . _._...__t, - ~ r ~ ~ 11~ rr rl „ 1 a 11~ 1 a~ -~I ~ _ , ~ T - - i 11 1 ~ rr
r N Q'I ~ ~ ' RAYI Flo N Q = ~ N r i. THE RAwr ~ o DETAIL SNOWING TYPICAL LgCATION OF WHEELCHAIR RAMPS. O n V ~ O -I ~1 ~J~ESTAIAN CROSSWALKS AND STOP LINES FOR TEE INT,~ASECTIONS W J U 2. THE AAYI MAY IE YEIIOw 1N l0A TN A 1 T MTIO r (BEE STD. 14/.01)i N ~ « _ co aR AMY colon wt oti CONTRAb ~ / d ~ ~LION_.-_Z(I,~ I}~' ' n rr 1 " 1{~ r rr 1~d SECTION A-A 2 -11 L~ - 4 " _ ~ ~8 u
D °W ~ ~ A AT ~ Q~,I~L ~4_TYPLG.1, L ION WH EL NA A = W A. " X 1 ttI U 2 -11 L¢ w A w+ 1 ; ~ .I C EET 1 OF 2 AAw wrom~AAU n vAAUxt 1' o.o' 1,1' a.o'• ; W • 840.03 R HEET 2 Of 2 TYPE _ F _ SHEET t OF 2 TYPE G r~ SECTION A•A DQ~.E,~ EY~TION E$ CTIQN •._RR 840. ~I3 _ ! r -A SHEET 2 OF 2
Z RAMPS. PEDESTRIAN CROSSWALKS AN,~ STOP LINES to = •p O ; ~ m ~ O ty' r~~, ~ ~ 1 TNU roATION ppF RAIM~ 9 y HO~.E,~EY~TII . WJIT'FA[l`RITf1IN- " N 0,~3'A • 2. ' CAWIIIAIK uwtie. t..,,,, J (uJ :c~, ~~'1 if•. i~ (SEE NOTE I~) 840.03 840.03
O Z ~ W ~ » ~ 0.l0'A 2, ' .1' .1' 1.1' ~ ' ' 1,4' ~ i,l~ Ali W
r~;t _ ~ 1, ' t ' ,1' .4' i SEE NOTE._1 J ¦
oa O.1L ,.0.1',x.3 ' Z, i~'T17 ~.:,'i'',',.:!'i'~`~'.!.': / • D[1TANCE FAOY fAONT [DOE OF IIDtwAIK
~ PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS j ~ " ~ r TO BACK POJNi OF 12:1 (1.834) (LOPE. ~`•~~t~"~ ~ BACK Of 1IDEwAIK DA0/ AEOUIRED FOR All PLAN VIEW IIOEwAIK SLOPES. DItAI RAYPI DETECTABLE WAANINa DOMES IAcK of /IOewAIK DROr REOUTAED F011 ANY RADit BMEET t OF 4 ¦
NEET 3 OF 4 PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...........ANY SHEET 3 OF 4 MEET 1 OF 4 DETECT 848D05 848D05 848D05 6IDEwAIK 1lOPEA 0.04. (4p' IIIM. F10011 po111) 848D05 ¦
°m z o c ~ NorES: ° o o m N~ z oy M + •
N ' z 1 TR Ct TH WALKING SURFACE WItH 8LIP RESISTANTANCE AND A 70k CONTRASTING COLOR TO THE SIDEWALK. Q N O CONS U E Q~ 7 F„i0~ NOC V NOS Y EAAIE I'• } ~ \ VINO OOIIE!", 4 ~ \ oRO?ame ~F- ~ \ 1 - - I H~ V ~O 1. Atl PAVEMENT MAR + ~ YELLOW oR wHTTE YELLOW OR WHITE YELLOW R WHRE + 0 SY BE V SHALL LENT MARKINGS ¦ ?HALL BE WHITE IN COLOR '
O'T~ ~ 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. LL, 0,,,~ Z O •Ti ~ fA pm„~Z..~SD DON= NZ ="'i O ~ -1 3. NORTH CAROLINA GENERAL STATUTE 138.44.14 AEOUTAES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE ~ ~ \ r ~ -`I LL pp~+ \ \ ~ ~ ~ Z. PAVEMENT MARKMK ' MARKINGS SHALL BE ¦
= O n m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS CORRECTION OF UTILTIE3 OA ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL W = O n m „ 'T1 ~ F- O 'fi yy CI 50 T PROVIDE WHEELCHAIR RAMPS FOA THE PHYSICALLY DISABLED A ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS AAE Q _ ~ O ~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. F- _ z W = N O O LOCATED SO AS NO 7 13"' 0~ 30r + ENCROACH INTO IN' i0 AS NOT TO H INTO INTERSECTION ¦
zNOr vet-~,O a~~rm SOW ' ,n$M ~ z IN ADDItION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT AEOUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION O N n ~ 2 ~ AFTER JULY 1,1978 WHETHER A SIDEWALK IS PROPOSED INITIALLY OA IS PLANNED FOR A FUTURE DATE. Z y D ~ \ N O v F- i \ o. \ \ ILNJ \ QON ~ \ 1 \ \ $ H WHITE AREA
~N ~H tJ~ O THE AMERICANS WITH DISABILITIES ACT (RDA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS W p N 3.ON CONCRETE PAV1 . MARKINGS SNALL Nt RETE PAVEMENT ¦ N • CARp~ ~ '000 SS ,'0 SHALL NOT BE PLACED ¦ ; -1
Z PAOTECtiONS SIMILIAA TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN ANO RELIGION UNDER THE CIVIL p z RIGHTS ACT OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED t0 COMPLY WITH THE CURRENT ADA STANDARDS. ~ \ - _ - - J _ -OUITER 1 - \ \v, tQ ~ YELLOW • ACROSS EXPAINSIOt~ UN~S WNI1E + MANSION JOINTS Q
4. PROVIDE WHEELCHAIR RAMPS At LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, LOCATE WHEELCHAIR RAMPS m AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS ETC. AFFECT PLACEMENT. WHERE \ l SIDEWALK /AOA01l0 ~+"O \1 ~ \ L OETEC1A1lt \ ~V •ELEVATION MAAIIt DOMEI 11 ~ M10PO6ED OEIECTAeIE i NI A%IANtNO OOYE6 UNLESS APPROVED FOR USE ON CONCRETE r¦ 'PROVED BY ENGINEER) ¦ M
TWO RAMP5 AAE INSTALLED PLACE NOT LESS tNAN 2 FEET OF FULL HEIGHT CURB BETWEEN TH~ RAMPS. PLACE DUAL RAMPS ~ AS NEAR PERPENDICULAR 70 THE TRAVEL LANE BEING CROSSED AS POSSIBLE. O O . Z '11 ` - - ~ ~ SECTION A-A p p. \ . i ~ 4. ALL SYMBOLS SHAH • PAVIEh~EMS TO PROVIDE 3' 1~' THE FHWA "STANDAF WHfiE U SHALL CONFORM TO "STANDARD ALPHABETS ¦ ' • ~
5, PAY FOA All VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR AAMP3. (S0. YDS.) -I M O '-I Z s, PAY FOA ALL DEPRESSED CUAB3 AT WHEELCHAIR AAMP3 AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.y ~ -I m I MET I E ` ~ ' ~ SO RCVIW Z ~ iu I I Q~ COMI'RAST FOR THE WHITE LANE ~ 15 R H AY FO IGHW SIGH UN ALONG 1HRU LANES AND VAY SIGNS AND 7: f •
G7 LLO. M 2 r 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS 2 G7 ~ NECESSARY TO SATISFACTORILY CQMPLETE THE WORK. L9 0' M ~ H I 1 ( (I XIITI O Z ~ IDENU tL ~ H I~ _ ~ 3 PAVEMENT MARKING RAMP LANES. 5. ALL SYMBOLS AND A MARKINIC ' ¦ •.i~ 00"-/V(31 N E G~ 44 KS AND MARKINGS ARE ¦ p fiY 0 P
Z to z y m = 8. DO NOT EXCEED 0.08 (12:i) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. ~ ~ _ m Q N m t. DETECTABLE W I II ~ ( I \ 1 1 N V t. DETECTABLE WARNING DOPES 811AL1 COVER 2'•0" IENOTM AND I II I I 1 \ 1 1 W J YELLOW OR WHITE W= TH VEl LANE UIREd TO BE APF D OF TRA r0 BE APPROVED BY ~''~rrrrrrrrrr~~
n r m CONSTRUCT WHEELCHAIR RAMPS 40" 3'•4" OR GREATER FOR OVAL RAMPS. F- n o FULL wtoTll o c 9 ( ) Cz•1m ~ = H 10. USE CLA33 "B" CONCRETE WITH A SIDEWALK FINI8H IN OADEA TO OBTAIN A ROUGH NONSKID TYPE SURFACE, M"~ U ~ n D FUII WIOTN Of THE RAMP FLOOR AI INOAII ON THE DETAILS. 1 11 \ ~ \ ~ W 2. THE AAYP YAY /E YEIIOw IN COLOR OA ANY COLOR WITH I II I I A 704 CONTRAeT MTIO, 1 ~ W ( (I 1 1 8EE NOTE. ::t;;;• \ ~ a of ~O NCDOT Ti~AFRC OW 6. DIINtE~rSIONS FOR RK LS FOR RIGHT & LEFT TURN ¦
. m ~ J ~ H N r ~ rb r n 11, PLACE A L~ EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB ANO AS 8HOWN ON STD, 01N(i. 848.01. Q oc c7 ~ c~v t>> cmWp ~ 1 11 s 1 1 \ \ ~ H V m a 1a ~ o~ 1a r + ARROW AND S111RAIC 0 STRAIGHT, RIGHT & ¦
~ 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, J U r ~ ~ m D r. WITH ALLOWANCE OF A 4 CLEAR ZONE IN THE VEHICULAR TAAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) W m ~ r, ~ \ ` \ \ ~ n \ . ~ O N i _ \ 7• ~ J \ _ G F. wHTCE LEFT TURN ARROWS i kRROWS ARE THE SAME
H =W y H 13, COORDINATE THE CURB CUT AND THE PEDESTRIAN CRO8SWALK LINE8 60 THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN H = ~ j c '0 THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24 OF FULL RETORT CURB FAll3 WITHIN J D ~ r ~0.70•R ,N \ \ I \ \ J V AS FOR THE RIGHT 0 SIB SKIP SKI SKI ARROW AND THE STl RIGHT OR LEFT TURN ¦ 4D THE STRAIGHT AND
•t1 THE CROSSWALK MAAKING8 ON EACH SIDE OF THE FLARES. M i ~ Z O ar` 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 8 FEET. A CROSSWALK WIDTH OF 10 FEET OA GREATER IS DESIRABLE. W M 7D j ari ~ 1 ~ v F1 W .N 1\ ...45."_ ~ ~ J \ \ WHERE TW WID ARE TED THE RRST WIDTH 0 THS DICA ~GMR OR LEFT TURN APPLIES FOR TIC~RMAI." WIDTH THE SECOND WIDTH APPtJES IF TURN ARROW ¦
15. USE STOP LINES RMAILY PERPENDICULAR TO THE LANE LINES WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH z NO G~ VEHICLES AAE A~OUTAED TO STOP IN COMPLIANCE WITH A TAAFFfC SIGNAL, STOP SIGN OA OTHER LEGAL REOUTAEMENT. AN UNUSUAL APPROACH j \ _ - iNl1 PORTION OF RAMP ~ ' \ O \ ~ \ 1 T FAI,L_ w3 NtN LJ _ - - - ~ \ ~ ~ _ - = N . ~•OAd98)DQ.K L1~IT3T _ _ - pp,qq~~ ~ \ t ~ ~ (SEE NOTE 18) ~ ~ FOR A "WIDE' LINE. "VVILK'' LINF~ ARE IRED WHEN DESIGNATED ¦
SKEW MAY AEOUTAE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INtERSECTING ROADWAY. ~ r ` ~ 18. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK, t --"1'1 \ ~ - - ~ - - - - , . \ ~ - !EE_ NOTE 1 IN THE PLAINS OR WHEN DIRECTED BY THE ENGINEER.
17. PLACE All PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) m ET TAI y D E PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. DETE TABLE WARNIN 0 ME ~ y ~ C Q 0 S pLAN VIEW PLAN V W ¦
NEET ~1 OF 4 8HEET 4 OF 4 ET 2 OF 4 848D05 848D05 4 D DIAGONAL AAYP DUAL RAYPB SHEET 2 OF 4 MAX. 2/' RADII ANY RADII (eo" MIN. FlaoR NIDTN) (40" YIN. FLOOR WIDTN) 848D05 ¦
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C702 SCALE: N.T.S. FOR USE IN PUBLIC RIG14-0FWAY AND DEUNEA71OW M.U T.C.D. STANDARD kT*W AND "ANDARDS ¦
NCOOT STANDARD 1205A1 AND 1206.08
@ COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PF ¦ SIT IS PROHIBITED

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d'~' ld" C) 0 Q
1B" ,4" 1,4" d' ~ ~ 4~.0~ WATER AND SEWER PIPE <cy. U
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1. ~ ,s 3 ENCASEMENT AND SPIDER DETAIL -0'' s-0'' -0'' C 703 SCALE: N.T.S. ¦ W O
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INSi/LLl CONCRETE LEVH. SPREAD CREST AT CONSTANT 5FV/?TION [D] ¦
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3~ wide • II ~ NATURi4l ¦
VRVVI JVII~1 ~5.~~ 'r' ~ LS BYPASS WBR
~s~~raPVC~o~pow .~.r,;sr. w~1uRa. ~ s~vv~ ~ . , y ¦
GROUN [F] lF GR/1SS UN~ GROUND ROW OUTLET BYPASS WBR[Gj 4 MID BYPASS "'i: ~K.. C703
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CONCRETE LEVB. SPREADBt CREST • ~h ~ ¦
ROW BYPASS CRE5T BF1/= [C] .
CWWNB WITH STRAW LEVa SPREADBt f, ~X ~ p..,~ t7 r.> r~ ¦
NETTING cR~' acv= NI ••~i' ¦
LEVEL SPREADERS (/1]"ORCP STORM Dtt/11 ROW ¦
FES 21 FES 27 FES 33 FES 55 F6S 58 FES 64 FES 68
IA] lg' 24" ?rC' 18" 1S' 1S' tg" (A]'~R1RCP STOR IBI g' 9'" 12 g' 6" 6" g" DRAIN (Sff P MID PRORLE F ICl 299.16 299.00 302.00 324.21 309.00 300.00 306.86 PIPE SLOP I~] 299.00 298.00 299.00 323.30 299.70 299.0 306.00 OUTLET PLUNGE POOL ¦
tCP STORM ' 1(Sff PUN 6 =THICK 6" POURS CONCRETE yg pC~ p~~p^TOR ¦
RORLE FOR P011~ B/~SE ¦
'IPE SLOPS CONCRETE ih BASE ~ ~ IB LEVEL SPREADER BYPASS STRUCTURE N0i~SURR0UNDBYPASSSiRUC1UREWt )3 SCALE: N.T.S. ~~~8~~~~~X~~ \-~8"0 PRECAST CONCRETE MANHOLE SCCIION ¦
IEl 298.16 298.00 301.00 'J2'i.21 308.00 30200 305.86 [B]'~OPVC 10 LF LOW ROW OUTLET ¦
(FJ ~6 LF 74 LF 132 LF 66 LF 90 if 37 LF 51 LF ¦
LEVB. SPRF~D9t 4 ¦
~ I~1 2~..~ 2.00 302.00 ~t.21 309.00 300.00 ~.e6 C703
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5 LE :NRE WRH ¦
4 LEVEL SPREADER C703 sc X lg'1HIGK ¦
C7O3 SCALE: N.T.S.
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¦ DRAWN BY: CHECKED BY:
¦ DATE
¦ 0911007
¦ SCALE L 1 -9- Aft
i NIJ
¦ PROJECT NO.
¦ 0713
¦ SHEET NO.
C703
OO COP'YRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES. PA ANY REPRODUCTION WITHOUT PRIER WRITTEN CONSENT IS PI ENT IS PROHIB(1'ED