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HomeMy WebLinkAboutAnderson Creek Club Phase 5E - Revised 4-16-13 (1)ROAD CENTERLINE LINE TABLE LINE ARC BEARING LENGTH L8 S30' 54' 00.03 "W 222.153 L9 S77' 07' 15.45 "E 237.495 L10 N3' 31' 05.09 "E 146.370 L1 S75- 12' 24.32 "W 90.390 L2 N59- 45' 37.75 "W 352.429 L3 N83- 46' 49.22 "W 385.425 L4 S60- 12' 45.72 "W 171.147 L7 N6' 13' 10.78 "E 116.047 L5 S6' 13' 10.78 "W 127.908 L13 N30' 14' 22.25 "E 6.202 L12 L11 N64' S9' 10' 32' 51.84 "E 43.28 "E 153.039 213.807 L6 N6' 13' 10.78 "E 90.122 ROAD CENTERLINE CURVE TABLE CURVE RADIUS ARC CHORD CHORD BEARING C8 970.00 278.23 277.27 N6' 34' 33.97 "W C9 275.00 115.29 114.44 N71' 46' 13.48 "W C6 120.00 226.24 194.19 S23' 06' 37.71 "E C7 120.00 208.10 182.99 N53' 11' 54.82 "E C1 300.00 235.79 229.77 S82' 16' 36.71 "E C4 300.00 125.77 124.85 N71- 46' 13.48 "W C5 400.00 251.38 247.26 S78' 12' 58.25 "W C3 100.00 59.24 58.38 S47' 12' 37.04 "W C2 90.00 1 166.93 1 144.01 N62- 40' 55.72 "W ANDERS r! CREEK PARTNERS-LP,- -.. 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THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT // __ `` ±-+`, •12. , , j" 1„ _ F ` _ - _ - Q9' AC, / v APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. \ ANQERSSON CREEK P� ` ERS LP /\ 4 :,o , , ; , ; , ; , ' _ ©~ - _ _ ` \ \ / / ® -- a: asps -�6-ee 7_ ` c E1 ? 4 l; . ` ° / 1 1 2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND -.De. lava ec,52e - „ - \ 31 • I 580' -00` - 25.55 "� - • . \ \ 01 Ao \ \ \ \ / a � - - - ® OM AC \ + THE COUNTY OF HARNETT DESIGN AND CONSTRUCTION STANDARDS. N 8 38'. 03.97.E, 9 ?? 1 bo 9 f I%%%% ; - - - - - \ \ \ \ "`9 _ '' ' ' _ G'1 - - - ` - _* \ 5615\x` 45 3. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER BEFORE MATERIALS ARE i \ �+,► ORDERED. f ".`.'.`.`.'_`.`.' _ _ _ 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY /; ; ; ; : `'0 491.% ; ; ' _' ° ; .' \ - L / / / - ° - - -"�� ; ; ,. -T _ ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL COSTS ASSOCIATED WITH ANY DAMAGE • , • , • , • , , , • , , ` , \ / J1279-7 \ ` ^ \ SITE DATA TABLE: \12M S9 (, \ ! yAC7 e v - -� -- / / ® / TO KNOWN OR UNKNOWN EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO 1 B ' .' .' . ` \ .' = : \ Q1 a AC ,ses sr / - \ I 7�l ; JURISDICTION: HARNETT COUNTY '� __ 07' "` l - ` 1 I \ ADEQUATELY PROTECT THE EXISTING UTILITIES DURING CONSTRUCTION SHALL BE BORNE SOLELY BY THE ZONING RA 20RSS ' \ \ / \ - / F ,.x7e v am / / �• \ CONTRACTOR. DEED BOOK: DB 1388, PG 526 �" "� _. ; - ; -; ?j, - ; ; •f -r F ;� \ / / / / /_ 5. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT P.I.N. # 0505 -86- 8897 ; ; • ; �1 1; l \ / _ ,6p I ° rI RIVER BASIN: CAPE FEAR \ I`�s9' ��� ° ° ° \ \ r / / / POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A PROFESSIONAL LAND SURVEYOR, AT TOWNSHIP: ANDERSON CREEK \ ` . ` _ ; - • • • - F �� ° \ \ \ / I - - \ w PROPERTY OWNER: ANDERSON CREEK PARTNERS LP \ ` -' \ / / CD IRONS, MONUMENTS, AND OTHER PERMANENT �- - - THE CONTRACTORS EXPENSE, SHALL REPLACE PROPERTY PROPOSED USE: RESIDENTIAL I�' ` \ \ / / , ° \ ` \ ro M \ POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR. 4 �O' ; , ~ / I / ... ' , ,��\ - - z TOTAL TRACT ACREAGE: 31.99 ACRES _ , " �� $9 ° \ \ I ° 6. CONTRACTOR SHALL CLEAR AND GRUB ALL EASEMENTS, AS DIRECTED BY THE OWNER, TO INSTALL NEW NO. OF LOTS 91 ����F' ° \ \ T ? - `�q /ply �• .i. --.�. . ` VIG, •. i INFRASTRUCTURE. ON ROADWAY RIGHT -OF -WAYS, THE CONTRACTOR SHALL ONLY REMOVE THE TREES _ _ jUl MIN. LOT SIZE REQUIRED: 7,500 SF _ \ \.' � - \ _ - - _ - WITHIN THE EASEMENTS AND RIGHT -OF -WAYS AND SHALL MAKE EVERY EFFORT DURING CONSTRUCTION \ '�I'' ` �v /�, / /`' ;, , , , . ,N79; ;53', '23.6$ "E MIN. LOT WIDTH: 48'(PATIO) 60'(SINGLE FAMILY) \ \ \ , • , , , , ` S,' "'.0 J _� / M4,060 - \ \\ TO PROTECT THE TREES THAT WILL NOT BE REMOVED. (AT BUILDING SETBACK) : ;.; ; ; '� ;. ;; Aqa'.`. ;. ;. ;_ ;\ / ;- ;•;- ;•;•;• ;- ;• ;- ; - -/ 7. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES I \ ; . ; . ; ; • ; - ; - ; - ; • • ' SETBACKS: \ WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC. SINGLE FAMILY LOTS PATIO HOME LOTS _ _ - a \ \ \ �`� �A�`?� ; , `~- ,\ul_ _ ' . ; _ _ ; _ ; , ; . ; . ; . ` .N6� p is FRONT 10' 10 _ _ _ . 1 `. / \ 1+` t ` FROM SILTATION AND EROSION. REAR 15' 15' f _ .`.'- '.`.`_' ' -` ` 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING SIDE 5' 0'(6' AGGREGATE) \ \ \ �` ' , _ `. `.'.'. `. ` _ . `.' ` OF NEW WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK CORNER SIDE 10' 0'(6' AGGREGATE) \• \ \\ ; ; ; : 'd 'X851 ` `- ; _ ; _ ; - ; • • ; • ; - ` ` 2 : '_'41 \" \ \ \ INSTALLATION - - - TYPICAL SENIOR LIVING PATIO HOME LAYOUT \ �o �•�. N�a• 5�'_e.i1 "E ` \ UNLESS SPECIFICALLY CALLED OUT IN THE BID FORM. ANY RELOCATION OF EXISTING UTILITIES MUST BE AREA IN R /W: 4.19 AC Ooh a2 COORDINATED WITH THE AFFECTED UTILITY COMPANY. AREA IN LOTS: 15.80 AC 9. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY, THE CONTRACTOR SHALL AREA IN WETLANDS: 7.27 AC \ \ AREA IN OPEN SPACE: 5.43 AC (17.0 %) \ 581', d3'; 02:02�E 1.:71 / w/DE" N N PARTNERS LP \ \ \ \ \ \ \ COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES. _ : _ _ = 17x.3$8 -; - � � / �D8:1 -P0 �6Z_ 10. CONTRACTOR SHALL RESTORE /REPLACE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED DURING LF OF STREETS: _`_`.'_'.': y_ ;. ;.• - ;.• R001 1,613 LF R/w R/W CONSTRUCTION TO ORIGINAL CONDITION. R002 594 LF I e. wA, I Designer ,158 Scale 1' = BO R003 1,041 LF 11• ALL PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NCDOT. R004 117 LF 12. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY R005 113 LF 128 R006 LF INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE LF OF PUBLIC WATERLINE: 4,142 LF CONSTRUCTION SITE AND DISPOSED OF LEGALLY AT A PERMITTED SITE. LF OF PUBLIC SEWER: 3,153 LF 13. THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALL EXISTING EASEMENTS AND RIGHT OF AVERAGE SEWER FLOW 60 GPD /UNIT): WAYS WITH NCDOT AND HARNETT COUNTY PRIOR TO THE START OF CONSTRUCTION. TOTAL (91 UNITS): 32,,7760 GPD 14, CHECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION. THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD 15. TOPOGRAPHIC INFORMATION BASED ON NC LIDAR AND DIGITAL ELEVATION DATA. AREA. F.E.M.A, MAP #3720050400J, EFFECTIVE DATE OCTOBER 3, 2006, Designer ,158 Scale 1' = BO Drawn By Date JSB APRIL 2012 Checked By Job No. JS8 02100066.20 ■ ANDERSON CREEK SOUTH - PHASE 5E HARNETT COUNTY NORTH CAROLINA r CONSTRUCTION I 13' ROADWAY i I T 114 -IF T 1 3;1 24" ASPHALT CURB (TYP.) PAVEMENT DESIGN TO BE NOTE: NORMAL CROWN OF 1/4' /FT UNLESS APPROVED BY NCDOT OTHERWISE DIRECTED BY NCDOT TYPICAL NEW RESIDENTIAL STREET SECTION i GRAPHIC SCALE 80 0 40 80 160 1 inch - 80 ft. OVERALL PRELIMINARY SITE PLAN P NOT WITHERS & RAVENEL ENGINEERS I PLANNERS I SURVEYORS Sheet No. 1 of 2