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HomeMy WebLinkAboutpg21k l 1 OVERHEAD'P EER UN6 AND, I WATERLINE PAUL L Rt 1DWAY ` I ti \ `ti 30' WIDE ASPHALT EN� NOE __. . QRIVEWAY WITH TAPER Ili' ID RA R yll W E G VEL OAD 1 Y. 4, , _. 50' OF R 18" CP 5.0 %SCOPE \ JNVAN- 354.5�a,. A INV.OUT-351S I a PROVIDE A MIN. OF2' OFCOt)ER'4 I OVER tpP OF RCP. , - - -._ ___ __._ -- - _ _ _ _ _ ._ _ _ ENTRANCE SIGN: CONTRA R TO COORDINATE SIGN LOCATION NRTB OWNER. SEE DETAIL SHEET C -15 +-,\ \ - - ,y - - .�. °,• ; .�• 250 L.F. SPLIT RAIL 5 FENCE \ - i � � . •� � 18 WIDE GRAVEL ENTRANCE ROAD OF 18"1;CP 2.0 %SLOPE WI 6' G SS S OULDE AN j g� ,+r r IN1Y IN - 375.3 - A 40' OF 181 RCP @ 2.0% SLOPE jr f � RA H R SWALE. TIE INTOEXISTING GRADE, r 1 INY. UT • 3744 t.._ -. _.,, V INV.IN - 379.8 1' A / / 1� �Q - ` SEE TYJtICAL SECTIORJ ON SHEET C -15. PROVID MIN_ . OF 2' OF C A INV. OUT - 379.0 r OdUBLE SWING ENTRANCE TE - t 1 �V SEEDETAIL,ON SHEET`C -14. ! OVER TOP OF RCP. - OVER \ PROVIDE A MIN. OF 2' OF,COVER - i ' " / { S / A V OVER TOP OF RCP. ' -- T- SECURITY GATE BY OWNER. , f CONTRACTOR TO COORDINATE` CULVERT LOCATION WITH OWNER - - \ ✓ r r TOCOMPLEM T. TE. 30' RADIUS EACH SIDE OF EN GA ENT NCEDRIVE. ° I ' EXISTING 24" RCP INV. IN 351. INV. OUT 840.27 µ , e " r lF , r, ,- w GENERAL NOTES: GRADING AND DRAINAGE NOTES 1. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES BEFORE ANY WORK 1. WHERE EXISTING PAVEMENT IS SHOWN TO BE MATCHED, THE EDGE OR �.� COMMENCES, VERIFY UTILITIES WITHIN THE PROJECT LIMITS AND NOTIFY THE CONTACT FACE WITH EXISTING PAVEMENT SHALL BE SAW CUT TO A NEAT \ _- _ � f VERTICAL LINE. '_. __ _ ,- .� `� ' •, � ._. .- ENGINEER OF CONFLICTS OR VARIANCES TO THE PLANS PRIOR TO BEGINNING r d -..° _ . -- - ,- WORK OR PURCHASE OF MATERIALS. 2. CONTRACTOR SHALL COORDINATE DEMOLITION AND IMPROVEMENTS TO �r ,• ~' ` r DISC GOLFt11.5ACRES �j! MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF FACILITIES. 2. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD - VERIFY THE 3. TEMPORARY CONTROL OF STORM WATER DRAINAGE SHALL BE THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY RESPONSIBILITY OF THE GENERAL CONTRACTOR. SEQUENCING AND � � r - ; `,,.'' 1, e° WIDECONCRETE WALK , - CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS THE CONSTRUCTION TECHNIQUES SHALL PREVENT OBSTRUCTION OF STORM r -. __r ,- y - \ - " / \ SEWERS, PONDING IN TRAFFIC AREAS OR RAISING OF WATER LEVELS WHICH t (3560S.F.4 DEEP) RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE --- - "" WOULD IMPACT ADJACENT LAND OWNERS. - -- ' GiWIDEGRANITESCREENINGWALK ' CONTRACTOR'S EXPENSE. CONTACT 'CAROLINA ONE CALL" (1- 800 -632- 4949). f " - \ ' t 100OS.F• 4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE ON ROADS AND GRASSED r f j ) 3. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE THEIR OWN INTERPRETATION j \ o t LINED DITCHES BEING REPLACED OR CONSTRUCTED. G. - -.- - r , ° "` SELECTCLEARMr.OF 7,o00S.F. _ -. _ -- r f SO OF 18 "RGP@4.OkSL�RE f OF ALL SURFACE AND SUBSURFACE DATA THAT IS AVAILABLE f . \ OF UNWRSTROY GROWTH BE ° ! INV. iN .334.0 5. PIPE LENGTHS SHOWN IN PLAN WERE DETERMINED USING CENTER OF _ - I .'' " ° Ts2 - ` '- r I \ AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED, r -- -. "`°" -'•`°° §�_ •' INV. OUT -532.0 WASTED, GRADED, AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS STRUCTURE TO CENTER OF STRUCTURE. 1 COORDINATED WITH PLAYGROUND - - - § I \ CONTRACTOR AND OWNER PLAYGROUND !/ PROVIDE A MIN:OF 7 OF COYER I IN NO WAY GUARANTEES THE AMOUNT OR NATURE OF THE MATERIAL TO BE - -' r' - -- - "~ ®yy t' OVER TOPOFR P \ ENCOUNTERED. �_ $ (BY NER) 1• - C •- "' ✓ r PICNIC SHELTER OVER 30'X40' _. _ t } s 50' OF 18" RCP @ 4.0% SLOPE I A 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES SCHEDULE: y '` rr `CONCRETESLABWITH'BELOW � _. !'�. INV.IN -326.0 AND MEASURES AS NECESSARY TO MEET THE REQUIREMENTS OF THE NORTH t -' r GRADERAIN`WATERCI8TERN. -..._ " - _ INV.OUT -324.0 I I I \ CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (NGMUTCD). 1. LENGTH OF CONSTRUCTION IS ESTIMATED FOR 6 MONTHS FROM APRIL PICNIC TABLES (4), GRILL (1),-AND, n _. ',\ %� PROVIDE A MIN. OF 2' OF COVER j \ ' TRASH RECEPTACLE 1 5. ALL WORK SHALL CONFORM TO APPLICABLE STATE, COUNTY AND MUNICIPAL 2013 THROUGH SEPTEMBER 2013. / / { �y ~ - cT` .- �. O� PARFRCP ! I \ IT X 20' BATHROO BUILDING TWENTY FOUR3(MBER REQUIREMENTS AND CODES. y� USIN¢ Y WATER ,r '. fj k �NIHEEL STOPS ( ^8' X 18' t ! 6. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND IMPROVEMENTS TO t x' MINIMIZE TRAFFIC INTERFERENCE. �// / 24�x20'X4 "DEE°CONC. LAB ! 7. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN AN APPROVED OFF SITE Jf -- S' CONCRETEWALK \ FOR HANDICAP PARKINGWIT,H !! WASTE DISPOSAL AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF r®~ `` -- 33560S,F4" DEEP) „fix TWO CONCRETE WHEEL STOP& ALL CONSTRUCTION DEBRIS. EMOVAB 400L.F SPUTRAILFENCEAROLND, FDND I- PARKING AND AT TRAIL ENTRANCES v 8. THE CONTRACTOR SHALL SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO / _._ .. BOLA �.- -- • �� j I THE ENGINEER FOR APPROVAL. ANY REQUESTS FOR INFORMATION (RFI), SUBSTITUTIONS, OR REVISIONS SHALL BE REQUESTED IN WRITING AND APPROVED BY THE ENGINEER PRIOR TO MODIFICATION. �� t j i� ,J - ADAACCESSIBLE_.WALKINGTRAIL� ,, K SIGN / K SK 3,500 S.F. ASPHALT OR CONCRETE ® PARIO��� \ -_ (BY OWNER) 9. THE CONTRACTOR SHALL SUBMIT PROPER NOTIFICATION FOR REQUIRED � t j ; l _ - ALTERNATE' INSPECTIONS. IN NO CASE SHALL NOTIFICATION BE LESS THAN 24 HOURS. ` r ADA ACCESSIBLE WALKING TRAIL 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION ` ry (15 5Q0 S.F. GRANITE SCREENINGS) CONTROL MEASURES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING FEATURES I rf f II TO REMAIN. CONTRACTOR SHALL DOCUMENT (PHOTO /VIDEO) ALL EXISTING , / - -- ° -° - - 12'X16'OVERLOOKDECKA 4" \ DAMAGE PRIOR TO BEGINNING WORK. ALL UNDOCUMENTED DAMAGE SHALL BE - "" " X 36" INTERPRETRfESIGN. "` 4 1! REPAIRED TO NEW CONDITION BY THE CONTRACTOR WITH NO COST TO THE i II - �� (SIGN BY OWNER) \� lb OWNER. ' t t. 12. CLEARING LIMITS ARE DEFINED BY THE LIMITS OF DISTURBANCE ILLUSTRATED ON THE DRAWINGS. '` r' - -1 13. STOCKPILE TOPSOIL SEPARATELY FROM EXCAVATED MATERIAL, ONSITE AND READY i -~ r "" , �• `� FOR USE. V 14. EXISTING TOPOGRAPHY, STRUCTURES, UTILITIES, AND SITE FEATURES ARE / GENERALLY SHOWN AS SCREENED AND /OR LIGHT LINES. NEW FINISH GRADE, STRUCTURES, UTILITIES, AND SITE FEATURES ARE GENERALLY SHOWN AS HEAVY LINES. 15. POWER UTILITY WILL BE PROVIDED TO THE SITE BY SOUTH RIVER ELECTRIC r � - MEMBERSHIP CORPORATION. CONTRACTOR TO COORDINATE UTILITIES WITH SOUTH RIVER ELECTRIC MEMBERSHIP CORPORATION, 17494 US 421 SOUTH, P.O. BOX 931, I f r, 4 ° DUNN, NORTH CAROLINA 28335 (800) 338.5530. / II / , /f, rr _ i POND 16. PROVIDE ALL WORK IN ACCORDANCE WITH THE LATEST VERSIONS OF NCDOT'S STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND NCDOT'S STANDARD DRAWINGS FOR ROAD CONSTRUCTION. I f / r FINAL DESIGN - NOT FO CONSTRUCTION PROJECT LIMITS \ Scale: 1" = 100' i \ 30PYRIGHT ©, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE 011 IN PART, WITHOUT WRITTEN CONSENT OF W K• DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL f7F THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERE FILE NAME: P:\Projects \Harnett Coury\2011020600RA \CADD \construction drawing 01292013.dwg - January 29, 2013 - Joel Moulin 1 \ \ \\ �1 I' I WK DIC ,. community infrastructureconsultants Transportation + Water Resources Urban Development + Geomatics 720 Corporate Center Drive Raleigh, NC 27607 (V) 919.782.0495 www.wkdickson.com NC LICENSE NO. F- 74 �����A11IIIr1Ifo07� Hnn1110' PROFESSIONAL SEAL NORTH FULL SCALE: 1" 100 0 � 0 2.00 2" = FULL SCALE HALF SCALE - w c'7 r 0 N ar i i Z 0 P: U c a ' Ca rr Z _ 0 0 w ILL w �U 1 0 O uwiO - Fn i�tL , i M ¢ QZ Z R d 0 W i° Y z N U Q 0 J Y N Z U Y z LLJ 0 1E Tj j �o zUjZ o0 4 (hcr Z W V m OC ¢ I- F •. W = (� O Urn 0 Z Z < m Z aJ ...I Z co - J Q 02 G � w W cc z Z =8 p� W Nv; 06 U Z 0 �irirnw w CCs••.. 0 z tr Z a O 0mo PROJ. DATE: ':FEBRUARY 2013 Q.0 : QC Q.C. DATE: QC DATE DRAWING NUMBf , ;. I w�. PROD. NO.: 20110206.00.RA