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HomeMy WebLinkAboutSW6231107_Plansheet - Proposed Drainage Area_20240813 \ \ 1 z drawn by DID r checked f ' PLANK R O A,1 t , \ \\ PROJECT f BO}CROW AREA \ reviewed SITE I FOR ADDITIONAL \ fff r EMBANKMENT date Aril 2023 pOC SRO 5 IDHWAY 01 't it o MATE ` , \\ DRAINAGE EASEMENTS OUTSIDE DF p 259- RIGHTS-OF-WAY ARE MIN. 20' WIDE(IV EACH / 'ONO J [ f - ` \ - SIDE OF PIPE) EXCEPT WHERE SHOWN OTHERWISE job no. 20-1035-02 1 44 RO AD ! ( ,�.\ OPEN \ SPACE STORM 3+01A44 L I L JOHNS G I ! BLDG PAD : .- I / \ INLET STORM SEWER n n n 25 PROPERTY YN.': I O / \ / Jr��\ ° / �". E247.23> LINE SERVICE LINE STN. t ELEV TOP BACK CURB ROW AT PROPOSED ELEV SAN SERV INV 3 BACK OF CONTOt1R5 1 \\ ` ` / / r SIDEWALK INTERVAL) o. \ \♦ A - - 1 ,/ i \ \ 4ix� ----------- - -.-- ------_ S+rp �� ROCKFISH ROAD SR 14D6 {r I / BLDG PAD ` - / \ / / J � \ \ �'�/ % BLDG PAD / SANITARY r 5' UTILITY EASEMENT '/ v /// / SEWER aN SANITARY SEWER 5' SIDEWALK q<k ~ 50' 257 5D / / �/ MANHOLEg 6 .. ' LANDSCAPED AREA ADA HANDICAP' - f FLCURB RNA OF EXISTING RAEWALK \ i a \ v P % / / WATER GUTTER- - BAND SID U \ ° J 3+Od. CONTOURS 8 A. TEMPORARY 125 / T V INTERVAL \ \ \-\ / �{ `\ i / c / / ACCESS, ROADWAY, s_� 6" GATT ry LATERAL J / ( } f � t -Q$D ,V `\ J/ \ / \ % !/ �5 / AND MAINTENANCE VALVE AND WATER SYSTEM ROADWAY Ytil1 VICINITY MAP 1 _ ! 4 } 1 1- BORROW AREA � \ 8 EASEMENT HYDRANT MAINLINE TEE CL AND WJ NTS ` �' ! i' - -� FOR ADDITIONAL > �.. % \ `� / / STATIONING EMBANKMENT / / O 1 / VALVES P-4 MATERIAL 1 _ DUCTILE IRON • Z f; r � J - 173 B 5425710 / / / - `��` WATER MAIN. I- VJ f !1 1 I o 2 VJ (WHERE WATER MAIN IS 2- �`_/ \ SDR21. ENCASE THE 2' !I 1 BLDG PAD \ _�� J `' SDR21 INSIDE 4'DUCTILE) a: W C , / r 258.25' ��' \ r � � ?ss ` ., / h - q\ \ O� ` Ot I I �` _ B� 3 L \ I ry� ' ACCESS AND\ ZD ?--€ O f a } r 1 w w 1 \ 1 BLDG PAD I _ B 2 / J By, bn O un C3 Q \ -1 ! /ROADWAY �i J 257.25' I f 1 1 E 1 G 1 1 I 1• �8p� J / EASEMENT _ OPEN j f t , 1' 0 1 f ' All proposed drainage easements are to be TBM rebor for project is set at: w O / \ \ 1 r!�": p I q] v / / / f 1 SPACE p p P Setbacks Stop sign placements are �••' 1 ` �z k7 -LOt I 1 '7 1 / /.!1 Lot 1 ' \ public. All drainage pipes, structures, and shown schematically. Q / �1 1 fy 1 / J 1 ' \ Fire Hydrant Bolt located near the "F" in Fireman near the Front: 3p' O I ♦f I\ , I BLDG PAD f n 1 1� J 1 BLDG PAD / easements outside of rights-af-way Will entrance of Friendship Grove Baptist Church on HWY Ploeements in feld are to I_, 1 �" I 2 256.60 f 1 2L4 d Ifs 1 1 7 I J 25Z1D not be the responsibility of the NCDDT and 401/Fayettenie Rd. Back: 25' follow all NCDOT standards .r..� ♦ t / \ / I BLDG PAD o 1 1 1 ! W 461895.8582 Side. 5 do specifications. \ - \ 1 .: f 1 25s.30' �' J _ 1 \ are to be maintained by others. E:1953753.7635 � / \ \ \� ;� I ` ^�_ J l � EL:263.39 "�' ,l ♦ t --- \ 1 ` �; I] 1 I . Lot 1 , = B1 1 - ! / BORROW AREA Follow all requirements of Hake County, O \\ 1 1 I 1 // FOR ADDITIONAL \ NCDOT, and NCDEQ. - �p� f. ,♦\\ ♦�♦/ BLDG PAD \ ,1 ",1 '�1 \ � -10' X 70' ����� - `^� BLDG PAD .. o, / 0.g ( Fire Hydrant Bolt located near the "4 1/2" close to the w 1 L t q 1 _ 09,E I EMBANKMENT f} Refer to Overall Project Notes on sheet 2 of ♦ '` 257 75 , \ NCDOT SIGHT ---- 256.40 - 1 I 2sa�___ f intersection of Johnson Mil! Rd. and HWY 401/Fayettenle i� ! \ / 1 BLDG PAD - U \ MATERIAL ST-2LiO EASEMENT ! '�Y' ! , j _ p,, Rd. this drawing set for additional information, _ \ f ]\ \ i N:4601110.8798 q P � � ♦ �+� \ 256.OD' r ! requirements, do specifications. {; BORROW AREA:\ ♦ r ST-270 - z-cng 1 J 1 �` 1 1 E:1952812,1044 ! \ \ ♦ s s -~' �_ GYh/ EL 259.22 All proposed easements, incl. but not limited 1> r FOR ADDITIONAL \ ]. II 10' X 70 £ _ to raina a and utility easements, ore to be a EMBANKMENT `�\ \ I I 1 I 9 { � COOT SIGHT � O permanent unless specifically noted otherwise. t' !f MATERIAL `♦\ ��♦ ST-250 EASEMENT '' �T ' NAVD-88. Horizontal coordinates per NC Grid System. Refer to final plat. ♦ \ 1 255 ST-220` - w x 70' / 14: f / ` / ♦� 9\♦`� i NCDDT SIGHT.r1' 60 30 0 60 120l //d ot/,'�'s 8 ♦�♦�` '�\�\♦.��♦ �♦EASEMENT'S'EMENT `--T`_ ST- 2 ` i Basin Area{acres) Basin Area(acres Basin Area(acres)40 DRAINAGE SCALE 1" 60' - BASIN Ir 1 j lr / / BLDG PAD //:�♦♦ / i+ /�i�� _ - - �T O�h \ : l BLDG PAD B01 7.67 B22 0.35 B43 0.57 B50 ST-210 2570D 602 0.54 623 0.59 B44 0.70BOUNDARY B49 B03 0.66 B24 0.61 B45 0.97( YPICAL)B 51 _ �' --S 1-190` - C ,'P(16�r<C 'r!Y$ - �• � B 10 I �; . 257.Q0' T:_ / � \. \\ B04 0.29 B25 1.41 B46 0.36 N w 1 J B05 0.52 B26 0.15 B47 0.08 \ 1 \ " :' ♦fix ,/ / LO 6 o I `-- _ 7T+p - ` I BLDG PAD N - B 09 B06 0.53 827 0.16 B48 0.44 0 I 256 60' s B07 0.55 B28 0.04 B49 0.10 1 BLDG PAD _ 5 256.60' ! 256.50' / �Ot _ 1pr 1 L F ♦ \ DRAINAGE B08 0.45 B29 0.08 B50 0.06BOB 0 B28fi: B09 0.20 B30 0.16 B51 0.23 Q BASIN ' 1 j6 II :PA o t 1 . B10 0.2a 631 0.07 652 0.67DESIGNATION- DG PAD 256.2 B11 1.17 B32 0.28 B53 0.32{TYPICAL)S / B48 B12 0.89 B330.39296.64 B54 0.19 a _ B13 0.98 B34 0.39 B55 0.23 0 j r t _ zss _ _ 10' x 7D r f� V _ I o 'I 25fi.40' ' B $+SO �� B O� \ \� `' B14 0.90 B35 0.35 B56 0.25 t NCDDT 1 - _ 1 1 ! J� LOt 1 �, _ - /�. \`. B1S 0.98 B3fi 0.99 857 DA5 _ _ I r I! .-.'Lot 5. .-' �~ __ST 130 ST-120 , f I ~ SIGHT BLDG PAD 1 ` / of 9 �s INLET `~30�SANf7ARY'� it I EASEMENT:' BLDG PAD. I I f ! 258.75 1/ - `` BLDG PAD s 616 1.61 B37 0.10 B58 0.25 ` � I I , I.'.�.' SP r R U C `o -1 !! ` 256.44' 1 }� t4_-.. I I ry f m '- :- U�4 ♦♦ \ ' 256.00' STRUCTURE B17 1.52 B38 0.09 B59 0.06 o 1 ! f BLDG PAD N'.:' �, _ I'^ r4 -� 0 B18 0.37 839 0.11 B60 0.09 u� a 1 256.1D' 1 ~ -� 0.3,y _\ v II N SLOG PAD .: ,. ,l \~ x \ c �� / DESIGNATION \ ST-110 - ST-300 II II 257.00 0 1 -;C•„ ' B19 90.67 B40 0.15 B61 1.35 L P I _ , \. (TYPICAL) a _.. . B55 `` �\\ \\ t• B20 1.59 B41 0.16 B62 � w �� 1 .� 255.70 .'..Jo 1 _ 3 .4 � l .r � .: I `- BLDG PAD - \ v m f 41 BLDG PAD r /{ 6� _ o ♦ % 621 0.47 B42 0.47 8fi3 7.68 ! 257.15' I B 47 - B 4 / 0 1 `~ I I \ _ 1! 1 257.00' ♦ ♦ Qt ` o r f r N _ t 74 \ \ /� r 1 BLD AD BASINS 3-18 & 30-61 FLOW TO POND A. BASINS 21-29 FLOW TO POND B. 5 L_�� :•JI / BLDG PAD 1 Q _ �2s I OS� \ _ � __\ � 1 / :': BLDG PAD !; � � �` ��.. \ ♦ 55.60' / ¢o 7 I r f k ro I ST-410B - i _ 11 1 q:.1 Lot 256.70 Z o�° ♦\ \ rF °� . a o o - _ : BLDG PAD 1 I i ♦ .O , \ \ B45 255.30 JI I ! -~� 1 \`- i / <I/ ' X� \\\ s ST- 100 ST-410_ e I! A /% �r, <N-T SIGHT x \ •O c f f f f B 31 - _ IOt �. I °.�55 / �fASEMENT ♦\ ♦\ B 06 ♦ \ / r ! 1 f- ��� � - _ '• o I BLDG PAD 1 � _ �, au��_ I 1 �-- , � ST-310B_ �5� ___� _ _ I• - z _ � } - `'r BLAG PAD , �+ , ; � � \ � /`` ,. /, f x r 2y° _ [ I 1 LO rJ I - 256.10' BLDG PAD \� 4 0/'" ♦�\\ P '� ''>>i r LOt e \ . 13LDG PAD I _ '7� _ \ \ 255 25 t 6 / ' `ir�_ BLDG Pan ST-320 - IV zf _ �' 1 255.00' o 1 �\` ' "oO ' \ \ SST-310 �_ - R ST-430- r' 1 58 a o o- f ~ST 420 0' P Bp B 44 BLDG:60]� B�(' 0 �! l 4 ~ - ,_-� -_=,��._ \ ° •SD _ -�f�-._� ST_4'15' 0- _ �1_1. BL2D�5G 43 - € 1 B Ti/o 5 / 9 O25 � SV d/• ,• Iof'f�lil,l, PNC BLDG PAD 0'B20 got 4sB33B18 0 BLDG Pao B42 sT-SSo,,/ J`\: � �l - 255 50' I ' - 5 _ - L;- l ST-520 ,y _ _ , \ B05 fff11 I P ~ � Of/ ST 70 ♦ /`C BLDG PAD. \ \ I it I! j ! 7 o BLDG PAD �_�.' s�°0 f; \ 4 - x ,,_ 10' X 70' \♦ `SO 'P9 '. 254.50. \♦ \/ � �t '.� ST-470-_ 637 _�\ ------ -ST-510 1 0 G OPE - A \ F 1 I. BLDG PAD / \ / SST-490�� .} \ c `� �� \ ST-530 / \ s \ _ � •--- _. � , ��,_ , ., � of 49 � 1 1 EASE ZNT\ } / \ 255 J d BLDG PAD I -- - ��50 \\ `� s7c `\ / \ `SEE ROSION C NTROl7� N ' % / _ 255.30 �P . t. •T_ A O. OPEN Q f PLAN AND DETAIL __ _. \ zsz� ..r LOt . .O ~'�S 1-'tG]o \\ \ SPAC �U -°♦''-.� Ot 4 co_ -� \.-% A B i �� �� /�- --SHEETS FOR RIP RAP - -_\ f� /\\ \ IREMENTS. � I N, BLDG PAD I �-- - ''(•' - t / \ \ \ ♦\.� _ ��n \ .' BL2DS4:d D ��, ^ n' �I � �/� r ! DkAINA6E � ` 1 1 I 255 255.04' rFl B35 LLJ EASEMENT -'�-� I i` L ` �� ---- -- - 1 \ \ / \ ♦ _ n y� P �j / \1 �� F 1• , \ r 1f may. O EROSION COfJTRD F� Jy 1 1 \�O. \ -�♦ `\ \ B O 4 5 . / S \ Q �" �-+ �1 LAN AND DETAIL _ -I 254 fi0' 1 1 \ r Ot 1� 1 ! I ! / ! Be 1 1 \Op ♦ '� '��\ ♦\ -. M r I ! a SHEETS FOR RIP RAP 1 _ W . - ` --J_ _ : I o' - / � � � ` � l r' 1 \�y ` ti--� ,5 zss -- � � / ', Z N t BLDG PAQ ' ) f /REQUIREMENTS • 1 i I. LOt 5 I JT-5O \ J BLDG PAD o (` V 25$-50' , �/ OPEN I 1 BLDG PAD O 1 1 m 1. 0 1 MAIL \� \\ I //. i ae �`. \ ?r \ ♦ f/ 254.10' M 1 I ' I - l�`� \ r I 1,' I I KIOSeNG F 2 ♦ 2 O �'J LL 1 1. \ \ / g r ' f - SPACE � 1". � :� � �;: 2; o r B36 gat 4 , , h -- - I � 4F �\ 1 < f -= , I \ ! - � ADA PARKy `• .O• � �\. I ,�' ,. _ �� BLDG PAD �BLDG PAD L�: 1 1 / �-� � \ `\ � a - "7••f. ! l UN I 'Ir I I 253.95 AND RAMP \� i f/�?O ��~\ \` \ B 59 / 2\�� M x d� I 253$5 1 1 - � 40._ - � B29 _ ' - _ - '� I 1 �-- ` I, � x� _ of z •'� m c i �\ � , 2ro - BLDG PA0 1 1 -f I i 1 � � a \ ST 3Q � O O ! !� ! 1 , ; • - _ 2 253 I' / `. PA 4Y t \ \ \� C y 252.00 0 I l 1 T WETLANDS - . _ so 1 1 7 I' \ zsc I t, o����P i k ` �s\ `\ �--- s� \, T (� �0 I O 34 \ 4 i1. I \ �_ - - J L - - - 25a 2 tr 1 d�+1 r` 7�-- FSp Q�� 0P SEE OSION CONTROL r - \ t' . n 0- --A!J 1 f1 tf BLDG PAD 16 * 2' ` ^l� L ` 0 1 �o ��F PLAN AND DETAIL \ \' r�x \ \ O / \\ L.L J - - 1 ;�1 y SHEETS FOR RIP AP \ 00 / \ \ 7 r / � `1 �y REQUIREMENTS. '� q --- �' n � \ B01 ST \.�� B�V `� 1\ \ / �'' \ \ \ • r a rJ } S R 1 / / Lu ' ' - ' ' ---- \ 1 11 1 �1 S E ERO ON CONTROL B 6 - f ► ` ST 340 a V { 3:. r / . • - - - l-- 1 0l PLAN AND DETAIL 1 0g0 11 k BLDG PAD \e'• \ \ Y - r , 1 1 yf SHEETS FOR RIP RAP �i STORMWATkR Illra ? 1 z5o '� REOUIRE ENTS. ^ - 1` B 28 7.15' - 1 ;G'1 POND ;�� 1 i f _ • . r L .t 4 - C FDREBAY _ i-- r f: \ ST 350 zs6.3D ,,� \ � �`?' � �. ?'. \ \ ., ,` �2,yi .PLAN ANDODETAILSHEETS � ' - --,. ~- `�4 ry - s'• _ 35 / � a' - / r -_�_• � _ f \ BLDG PAD B 22 \ j \\ `\ \ �/ j'/ ^ SS i 2s FOR RIP RAP / - - �^ sl `� fag S OSION CONTR I xoi B O2 r \ 257.60' \ ♦ \ \ O>J �5"` REQUIREMENTS. -� �y \ PLAN AND DETAIL SHEETS \ m \ ST-360 ♦ B2O - - f - FOR RIP RAP 7 / \ - ♦ -�J_ / I _♦ 41 \- �^ - REQUIREMENTS. /g �• `\_ �� / , 2q, ' •'�� ST-370�' �.._.o BLDG PAD N� z4j_ aps �=M_v. 255.50' EASEMENT ± � \_ A$O// `\\ \ � \\ � - � ♦\ � ry'� �' K ��2asz ��i. l :� 6�.�, \� ry Q`"q�, �.\Sfl� c� �`_ \ -ST-1 01 0� /����!' I j �� - 4PN �`f ,A\�1� l-1 } W ST-380 _ . ♦ \ N .= �\ B 2 5 I�_ :sTDR1�WA ,/ Y 2 ~` �~ � �=�f� / \ BLDG PAD �\ ,_00 1 1 257.15 K SIGHT B23 , _ B 2 4 s OSIDN CONTR L SEE EROS ON CONTROL f zfaf EASEMENT J 1 If / // �-,♦ i, ,,,�; ^� `\ �ST-390 ST-400"` PLAN AND DETAIL SHEETS \♦ PLAN AND DETAIL SHEETS f a 1 �- ✓ " (n 1 f/i / ♦ r �� \\� \ " ! \FOR RIP RAP __ , FOR RIP RAP �. r 7 ♦ r �\ \ ♦ 1 j / �\ R\QUIREMENTS. r, REQUIREMENTS_ f ioi �� W O IOPEN DRAINAGE AND FOREBAY ENT�TO - AC \ LU Z 255 ACCESS/MAINTENANCE ` BE DEEPER THAN SP � 1 Z 111 ! 7 EASEMENT FOREBAY EXIT. x. / EE / ` POND B i5 TO BE LINED. S SHEET FORE i OPEN POND UNERPOND DETAILINFORMATION. j t f W SPACE" I ((I / � I \� •moo ! ���_ �' �'- scale 1"=60' Field Book No. . BLDG PAD �;' to BLDG PAD \ f--�-- '� � � � ��..-� "'Sz ' � if a5� / b/ m y i `� N/A 1 / I \ �� ! SHEET /� I „ 4BOF23