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HomeMy WebLinkAboutsc pg1GENERAL NOTES 1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL LIMES. 2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND THE COUNTY OF HARNETT DESIGN AND CONSTRUCTION STANDARDS. 3. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER BEFORE MATERIALS ARE ORDERED. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE EXISTING UTILITIES DURING CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A PROFESSIONAL LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR. 6 CONTRACTOR SHALL CLEAR AND GRUB ALL EASEMENTS AS DIRECTED BY THE OWNER TO INSTALL NEW ROAD CENTERLINE LINE TABLE LINE BEARING DISTANCE L1 S56'53'41 "E 3.51' L2 S60'28'49 "E 579.16' L3 S16'41'40 "W 391.43' L4 S34'53'38 "W 552.04' L5 S49'00' 16 "W 850.29' L6 S40'59'44 "E 13.32' L7 S5'35'05 "E 27.15' L8 SO'07'02 "W 46.23' L9 S16'50'30 "E 9.72' L10 573'18'20 "E 157.50' Ell S55'06'22 "E 75.00' ROAD CENTERLINE CURVE TABLE CURVE RADIUS CHORD BEARING CHORD DISTANCE ARC LENGTH C1 200.00' S58'41'15 "E 12.51' 12.52' C2 300.00' S21'53'35 "E 374.23' 404.09' C3 300.00' 525'47'39 "W 94.89' 95.29' C4 500.00' 541'56'57 "W 122.83' 123.14' C6 500.00' S23'17'24 "E 304.12' 309.02' C7 250.00' S2'44'01 "E 24.87' 24.88' C8 300.00' S8'21'44"E 88.47' 88.80' 0 LOT 43 —\ \STONE CRPOASE SUBDIVISION \ \ \ \\ — / B.M. 99, PG. 84 \ \ \ Z LOT 44 \ \ \ LOT 45 \ \ \ \\ \ \ \ LOT 46 \ \ LOT 47 \ \ "W, 2A 63 �� 11,310 SF 4s \ \\ \ 532 56 3a \ o_ a v O IF- - \ �t i -L \ \ 14,431 SF 1 }� - 9,708 SF- ' �! -7-1 1 - �� U \V to 1 1 ` -+ 14,70 9,530 SF TI - LOT 114 i t 1 / S 14,678 SF �� �- INFRASTRUCTURE. ON ROADWAY RIGHT -OF -WAYS, THE CONTRACTOR SHALL ONLY REMOVE THE TREES LOT t 13 / �6� I! — \ \ 9,352�F ; WITHIN THE EASEMENTS AND RIGHT -OF -WAYS AND SHALL MAKE EVERY EFFORT DURING CONSTRUCTION STONE CROSS SUIIDIVISIONS�i1 l- ® `\ TO PROTECT THE TREES THAT WILL NOT BE REMOVED. PHASE 1 F� .\� 1Z IN 7. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES B.M. 2000, PG. 1298 3s _rT ! _„� 70,890 SF� / \ / � J3 -� I_ -I! 9,174 SF WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC. R/W R/W SAS FROM SILTATION AND EROSION. COI `�' 50' RIGHT OF WAY LOT 112 - p 1 3 - - p__ 9,657 SF 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING caysrnucnoN - _'s,TV - 9,105 SF INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK I - 6' DITCH 6' SHOULDER 20' PAVEMENT 6' SHOULDER 6' DITCH UNLESS SPECIFICALLY CALLED OUT IN THE BID FORM. ANY RELOCATION OF EXISTING UTILITIES MUST BE �T- © \ t 1" /FT 114 WT I /4 "/FT 1' /FT \ 14 COORDINATED WITH THE AFFECTED UTILITY COMPANY. 3� _--- 4:1 s,r 9,192 SF 9. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR SHALL / -!- - -I 9,331 SF 2 -1/2° S9.5A COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES. 5,e 6=H— S95A SURFACE COURSE T� / LOT 38 t:1 I I 0 10. CONTRACTOR SHALL RESTORE /REPLACE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED DURING 8" AGGREGATE 15 ABC BASE COURSE / / j T� I _ O �K ° a, \ CONSTRUCTION TO ORIGINAL CONDITION. °01 f _ I _�! I° 9,236 SF e \ %3_ R003 75 LF 9,419 SF e\ \ `� i e e R004 519 LF 11. ALL PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NIII TYPICAL_ SITE DATA TABLE: — _ / / LOT 39 JURISDICTION: HARNETT COUNTY UTILITY ZONING: RA 20R if LAND USE: RURAL DEVELOPMENT NODE �. NTS GEOTECHNICAL ENGINEER PROPERTY OWNER: STONE CROSS, LLC s — MEASURES TO CONTROL RUN -OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED TAX Of. 0515 -30 -4536 DEED BOOK: DB 1435, PG 493 CONSTRUCTION SITE AND DISPOSED OF LEGALLY AT A PERMITTED SITE. RIVER BASIN: CAPE FEAR TOWNSHIP: ANDERSON CREEK I RIGHT OF PROPOSED USE: RESIDENTIAL / WAYS WITH NCDOT AND HARNETT COUNTY PRIOR TO THE START OF CONSTRUCTION. (1 ' FRONT SETBACK = 20' I i 14. SIDE YARD SET BACK = 5' I� NE pRNE REAR YARD SETBACK = 15' A 15. WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE CONSULTANTS AND CORNER SETBACK = 15' it e I `e\ �e PHASE ACREAGE: PHASE 1 6.33 ACRES \ e \ e STONE CROSS PHASE 2 13.72 ACRES li \ ' PHASE 3 7.01 ACRES B.M. 2005, PG. 953 PHASE 4 7.59 ACRES \�' '\� I TOTAL ±34.65 ACRES _j 17. TOPOGRAPHIC INFORMATION BASED ON NC LIDAR AND DIGITAL ELEVATION DATA. LOTS PER PHASE: PHASE 1 17 PHASE 2 22 PHASE 3 20 " I PHASE 4 18 TOTAL 77 I� o I Q z cN Loo 70' WIDE LOTS: 50 N ^ '- 75' WIDE LOTS: 27 - DENOTES LOTS 75' WIDE OR GREATER. °ee 0 CL 0 } MIN, LOT SIZE REQUIRED: 9,000 SF (W/ 20% OPEN SPACE) e ¢ ' o 7,500 SF (W/ 35% OPEN SPACE) \ o o cq MIN. LOT SIZE PROVIDED: 9,100 SF °° \e Wo a a AREA IN R /W: 4.23 AC AREA IN LOTS: 21.49 AC \ ° ¢ e AREA IN WETLANDS: 7.78 AC \ ° AREA IN OPEN SPACE: 9.23 AC (26.6 %) s e . \° LF OF STREETS: R001 3,011 LF R002 157 LF CONSTRUCTION TO ORIGINAL CONDITION. °01 f _ I _�! I° 9,236 SF e \ %3_ R003 75 LF 9,419 SF e\ \ `� i e e R004 519 LF 11. ALL PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NIII TYPICAL_ SECTION SURFACE COURSE AND E COURSE — _ / / LOT 39 12. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY BBEE VERIFIED BYDOWNERS / \ if INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL NTS GEOTECHNICAL ENGINEER �� / s — MEASURES TO CONTROL RUN -OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE - CONSTRUCTION SITE AND DISPOSED OF LEGALLY AT A PERMITTED SITE. 13. THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALL EXISTING EASEMENTS AND RIGHT OF e / WAYS WITH NCDOT AND HARNETT COUNTY PRIOR TO THE START OF CONSTRUCTION. ' LOT 40 14. CHECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION. NE pRNE 15. WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE CONSULTANTS AND SURVEYED \ �' S C STO W OBg5E PUBLIC R/ e I `e\ �e SUBDIVISION 5� ' \ e \ e STONE CROSS BY WITHERS & RAVENEL, INC. \ ' \ `` `e B.M. 2005, PG. 953 16. BOUNDARY SURVEY WAS PROVIDED BY WITHERS & RAVENEL, INC. \�' '\� I , `\ ` _j 17. TOPOGRAPHIC INFORMATION BASED ON NC LIDAR AND DIGITAL ELEVATION DATA. LOT 55 \ LOT 45 LOT 41 - _ - ss_�ysi- \ / 1� ' r! LF OF PUBLIC WATERLINE: o ° PHASE 1 710 LF 91 $F____ e °Z PHASE 2 1,100 LF - - -- ss19- °e PHASE 3 750 LF [sr�_ - \ e° PHASE 4 1.195 LF TOTAL 3,755 LF e s e LF OF PUBLIC SEWER: 12,093 SF e \ e PHASE 1 730 LF 1 : -w p/yj ee \ ee PHASE 2 985 LF �_- e e PHASE 3 750 LF PHASE 4 945 LF TOTAL 3,410 LF AVERAGE SEWER FLOW (360 GPD /UNIT): °e ee PHASE 1 6,120 GPD � _ e V ee PHASE 2 7,920 GPD ss 4 r °e \ e PHASE 3 7,200 GPD PHASE 4 6 480 GPD 7- \ _I I y - °e�ee TOTAL 27,720 GPD / — ' \ \ \ / �e �♦ cj�$ I �� \10,935 SF -I - i. �- °e \ e IMPERVIOUS AREA STONE CROSS SUBDIVISION \ / e e 5 B.M. 2005, PG. 953 / - _ _ \\ \ STONE CROSS SUBDIVISION , I / • 38 e \ee AREA IN PAVEMENT: ' \ B.M. 2005, PG. 953 I LOT 43 e e -! / ,' \ - e / \ \ 12,556 SF 1 g a s ° (20' EP -EP) 1.77 AC ° \ LOT 44 ` � ! � 37 / � � s � AREA IN FOOTPRINTS: $)63 LOT 54 / I \ \ \ \ \ \ LOT 46 \ I' e` e e u ( , zyi''' \73 273 SF / �,� 16,356 SF ;' °`�� (3.700 SF /LOT) 6.54 AC 947 �Y // I \ \ \ \ \ ,+ ,+ - / TOTAL IMPERVIOUS AREA: 8.31 AC / \ \ STONE CROSS SUBDIVISION `� ,' /.' 36 / %IMPERVIOUS AREA 24.0% �� / // �� I \ \ \ \ LOT 48 \ LOT 47 B.M. 2005, PG. 953 - "• I— '°` e �' SSi' • -I ! Og. '& /� LOT 49 \ \ \ \ � \13,426 SF / -- 0 THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD ��/ 17,207 SF f AREA. F.E.M.A. MAP #37085C155 D ZONE X, LOT 53 I \ \ LOT 50 \ \ \ I y e�i -. �i Q cP I LOT 51 \ \ \ \ 12 699 SF / W 7 - +� -' LOT 52 \ \ \ \ I \ , \ 20 VICINITY MAP 73 1 ! \ STONE CROSS SUBDIVISION \ \ \77• fi I I 34 -, \ \ 18 038 SF 17,063 SF t I Sgs. I \ B.M. 2005, PG. 953 W -5g9' \ 4 SF � _,�-T- 1� 52'4g \ 540• 3' 18 , -I 11,4; / 41 CID I ' %J�' \ \ ��.w1 }n ,�.�'r -1- r'� 45 SF 7 1 1 5910 892 SF 13 268 S ' /' 14 426 SF 15 2 i' -- r S4834'09'W-139.83' ��' , 7__ Lu 72 �r - - � -t r1- -r— - ) 7 � �� ' -�L� 32 22 i o . 74 �- �I ,- - ! � t i- 13,436 SF r 0� 57 58 \ 9,755 SF, y / , 24 23 r 15,955 SF � \ y ✓1 r / r 56 \ 10 855 SF 4 �� 14 099 SF �,� +' ss + +" '1!I \_ 9,611 SF S ss 2,206 SF -� / V7 12,309 SF o� 54 12,699 SF r + ` /, /% . o. `/ 3 11,225 SF / 12,879 SF 6 4 \ 52 13,986 SF 12,402 SF / - `� e 9,63Cy3F .'�' - - N � us 51 14,518SF ��� �� t - 77 I�1,,222 SF , / .� 9,889 SF O -- - ! 70 ' 76 18,064 S �,\ , +�� �' J *, 40 14 068 SF 11,852 SF r ' O 11,731 SF F �� ,So- ' -'� /// ' - ` , -- ---C //�'-+ 1 �,136SF CA 4 - - ' - _ iF I — ,n �, 9,402 SF /• i �c — -- -----' r °o --- -- - - = „=”- -= —�-- - - - - - - -- - - - --- --- -- 10,9485 _ 41 yo \ 13,541 SF 011 of w i w i A 15,237 SF / R 01 = . 28 io 49 ( 12,936 SF / 4,3 4,2 17,459 SF 12 423 SF 0 69 I $ u I 67 I 66 I fi5 I O I 63 I 62 I 61 I 60 a a 50 I \ 48 \ 11,704 SF 13,327 SF O \ \ 3 t _ 10,713 SF 10 400 SF 9 100 SF 9 100 SF 9,100 SF 9,100 SF 9 100 SF 9 100 SF 9 100 SF 9,100 SF 9 100 SF 9,109 SF 10,272 SF 11,859 SF 15,389 SF -- �� ( L ��! \fil� —I ! 4 .a I I PINE RIDGE ESTATES I I N49'00'1 6 "E- 2086.58' P.C.2 SL. 396 I I LOT 19 I LOT 28 I LOT 5 I WELL LOT I LOT 9 I LOT 18 I PINE RIDGE ESTATES I I I P.C.2 SL. 396 I Date By Designee W &R 1"=80' scale STONE CROSS Drawn fly Date TLM 01/30/2013 SECTION III: PHASES I -IV Checked BY lob No. RTO 07100107.10 Harnett Countv North Carolina I i i I LOT 19 LOT 38 LOT 39 PINE RIDGE ESTATES P.C.2 SL. 396 I OVERALL PRELIMINARY SITE PLAN 1�w P LOT 48 GRAPHIC SCALE NOT 80 0 40 80 160 WITHERS & RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS 111 MacKenan Drive Cary, North Carolina 27511 tel: 919469 -3340 www.withersravenel.com License No. C -0832 Sheet No. 01.0