The URL can be used to link to this page

Home My WebLink About20140908 Ver 2_401 Application_20170427 (111)W Ow 00a FUO OJU ,zw <OD wwo U= .0. �a0 =�o ~ w Ozw F _o owuzN " o 0 ° Z°m �� wY< = U _ LL � OY� Do`s =w= 0 D0a 0 Z Z 0 W 0 G� w¢¢ ¢3z o�0 >o0 0 w. Z w3a =a3 ZwU' Y Q°� UOZ ?=w OzD U -U ZZ10 Z, o2= yUH U0LL ❑oo Y.Q 3=Z 90, 0 MZw IDo, �1 Ya J0 ow°U❑ / / RIM=250.44' IN(S)=242.49' IN(E)=240.99' OUT=240.59' SS MIS 10AI- 0, A� P \ I / `V Mi� — — \ '�.Lr✓T' 1� 0 IQ jOPO II/�\ / \ OR �FOR , / SEE SHEET 7 F /� // ---- _REACH 2GRADINGi0� M�2i2 _ // J /I o — // / — r� po_ 10QR REACH 2 249 — _ J Ca)\ N/F 13QN �/ ///�'Y//� O // CITY OF RALEIGH N/F N/F \ D.B. 2565, PG. 393 / _ 248= _ // 6/////� /((\ / Op^ N / N/F / PHILLIP PERKINSON PROP. 72" RCP WITH 1' CITY OF RALEIGH B.M. 1957, PG. 50 / x & _ 1 CITY OF RALEIGH — 247 - — _ / A / �5'- I / D.B. 15331, PG. 1453 BURIED TO 1 % SLOPE D.B. 2565, PG. 393 16LT al PIN 0795788116 // `L/ i 244= _ / J I ( ( D.B. 2565, PG. 393 B.M. 1957, PG. 50 3AR 3715 DADE-ST // / /j k50 / J /l \ \ _ L 13114.19571 PG. 50 B.M. 1957, PG. 50 PIN 0795788227 0 \ / \ s / / — O _ -- / — —_ \ �' ' MATTHEW ROBBINS & PIN 0795788496 ( l/ FFjjl 57880 1900 VARNELL AVE REMOVE &REPLACE 223 LF 3715 DADE ST �� 48 \ /, — _ �j3 E ST OF VALLEY GUTTER PER �\PT 16QA 2 \ \ j // / _— — _ �\ \ KATHERINE ROBBINS COR STD T-10.26.1PER 246 C_ i 20LT �N — -� \\ \ \\\ fir. f`" / // / �/, �j/ r- — — � \� ��\ � �\ � � 2r�4 � D.B. 15202, PG. 2279 r' Q/ / / \ B.M. 1957, PG. 50 F / / � �� S' y PIN 0795777987 REMOVE &REPLACE 409 SY OF 6, \ �\ _ — $ T — — — — \ 3707 SWANN ST 06Ls \ — — �/ / II / ��ii� - �jk� / \ �tio� 55 �� \�� REMOVE & RESET ASPHALT PER COR STDT-10.10 _—_- 246 --- — — _ // / v i / — \ \ W24 245 - 244 — — — — / \ // / j 243 a\�25 7 G _ / \ \ _ EXISTING 5' HIGH / — \ REMOVE & REPLACE 101 LF Lp0 I /i LS — 240 \ �yati/ // � / ti� \\\ \ _ 7 WOODEN FENCE r� / N 60"RCP (/ ��% �\ / / / / 245 \ // Q _ / ��/ 3" \ / /, / / / / l \ \\ \ AX �\ ( 248 ^/ N I EXPOSED \ O OF VALLEY GUTTER PER N �� TOP 1r CONC. WINGWALL-0' / �\ \ °p N COR STD T-10.26.1 �i — — — �� 0 / / // / / / / 2� \ \\5 01O — \\\ e / ti v v \SANITARY SEWER e SUPPLEMENT EXISTING \ INV=237.72' �/ / — — 243 = — — ii✓ kGJ IN =27' / / / 2 5 \ _ _ —\\ N N 2 \ \ 3� / Q1 \ / I I LffvE RIP RAP DISSIPATER PAD _ _ — — — - / \\� SEE $ �// _2�0�� -� WITH CLASS 1 RIP RAP VARNELL AVE 1 SYSTEM "\ SS F _ — / _—� 240- — — i — —_6� - \� .O, =_ .245. j — / �i INV=242.07 / ,� \\ 245 - PLAN i _ �-�� PLAN & PROFILE A6 �� +00 R — / � \ EI 22A3�i 2 / ,�� 245— —\ �� '— — — — 2p1 OUT=239.91' GAT \ \ 4X� \ �� \ EXISTING 20' DRAINAGE & / — / UTILITY EASEMENT 6� �y / / / / �� / ! ' — \ ' — / \Fl \ \\� SO 2 5 , \ \ REMOVE EXISTING CB, Y k5� 240 _— %� 'E31RD FEEDER / / PLASTIC \ N W \ / J / / SHE \_�// �— \ 6CI \\ I \ i I SS I / —� p G\ \ \\\ \� 24,E 3 60"RCP \ / i� L� O 6CF `- -i ATF\\ \\ \ t^ `^ \� SIN\( 235.75' �S / / / / I / / 1 STORY 2A� _ IN *00 �\ _. ,_.._.:- _ •� (�\ / � / I � h/ N WOOD _ � � O � � \\ 0� �\ �� \ 242 — \ N �� 238 1 - --0 \ HEDGEROW i / / / I SHED \ 1111 I \\ S ss \ 240 \ .�Ikp �` 2 ROCK DROP / / / / x I I REMOVE 72 LF OF 0 \ \\ / s \ STRUCTURE i �s �NPGE & / / I I 1.5 S OR 8CF TIMBER WALL &u s \ 236 237 X�p 0 3Q SEE DETAIL 1/D4 NG 2o, oR N1 I I GA AG p (^� s REPLACE WITH 80 LF �. 0 �k5 `, 4M % a Z� EX�sY �PS�M j / I I OF MODULAR BLOCK I \ \ V no 6I x � WALL AT R-185 PER L DECK 2� \ 237 I \ \/ / �� Ix i �, w DETAILS 2/S1 & 4/BRICK �� ✓V BIRD I` �� CONTROL POINT 1 TO1�246.39' AFEEDER S•� SEE SHEET U1 FOR / I `r � � m � WALL 6" BRICK / /IN=245.37' _� 240 2A2 H 1 \ \ PROP. SEWER /OUT=245.36' 6"DIP / \ �� - BRICK WALL N/F 5CF = I PLAN & PROFILE i 4"DIP / / o \ � � \ \ Ip TOC 245.60' , � i -^\,�� PAVERS OVERHANG BUILDING JAMES ELIHU TUPPER & INV=237.20' / / o BETH DANIELLE KELLY \ 11AR I -I- REMOVE EXISTING CB / ERWIN C. JOHNSON & / EXISTING x I _ _� \ / D.B. 14959, PG. 2274 ` G RIM=24 8' / RIP RAP I 8T EE B.M. 1957, PG. 50 x '45.35' / � N(S)=24 /� — EVELYN L. JOHNSON / x / / / D.B. 2314, PG. 88 / I I 3 PIN 0795787496 EXISTING / 35.15' � 7p ;,',� O I (W)=23 8' 1904 VARNELL AVE RIP RAP J SEE SHEET 8 FOR / / o / O T 237. SEE SHEET 8 FOR B.M. 1957, PG. 50/ VARNELL AVE 2 SYSTEM / 0 1 \ PIN 079578629 I N/F PLAN &PROFILE SWANN ST 1 SYSTEM I BRICK HARLES P. PEARC)�& / \ PLAN & PROFILE PAVERS 3714 SWANIjYST I PATRICIA M. PG. 121 REMOVE & REPLACE 5 SY / REMOVE & REPLACE 44 SY / D.B. 2164, PG. 121 \ I BRICK � •�� r\ '` CONC.DRIVE / OF DRIVEWAY APRON PER PAVERS oR�v� / �4� ,\ / OF DRIVEWAY APRON PER x \ B.M. 1957, PG. 50 COR STD T-10.02 GOND / \ �� a / COR STD T-10.02 V ( 8CF PIN SWANN Q ✓ 0 Al I 3708 SWANN ST 254 252 250 248 246 N 0 244 Q Y O 242 3Z. Z 240- 238- 236- 234- 232- 23W+100 40 238236 23423223W+100 CONTRACTOR TO PUT BACK EXISTING RIP RAP & SUPPLEMENT WITH NEW CLASS 1 RIP RAP UNTIL THERE IS A MINIMUM OF 24" DEEP ALONG CHANNEL 50' FROM ENDWALL PROP. WATER CENTERLINE VARNELL AVE PROP. HEADWALL H2 ROP. 60LF OF 72" CLASS IV RCP @ 1.00% STA. 1+38.10 INV IN: 236.35 PROP. i (SEE DETAIL 1/S1 HEADWALL H1 STA. 0+77.74 INV OUT: 235.75 (SEE SHEET S2) 0 0 10 20 40 1 inch = 20 ft. HORIZONTAL 4 0 2 4 8 1 inch = 4 ft. VERTICAL SEE SHEET 7 FOR REACH 2 GRADING NO WORK BETWEEN 1+75 AND 4+35 PROP.GRADE PROP. ROCK DROP STRUCTURE WITH 9" DROP _ SEE DETAIL VD4 i EXIST. Sc II I II I U PROP. 10" DIP W/ 20" STEEL ENCASEMENT PIPE SEWER r=XiSTING RIP i -RAP - EXIST, 10" VCP SEWER PROP. V HIGH (TO BE REMOVED) CONCRETE PROP. V HIGH BAFFLE CONCRETE BURY ONE FOOT BAFFLE FILL WITH IN SITU BED MATERIAL 0+50 1+00 1+50 2+00 2+50 3+00 SWANN ST STREAM ALIGNMENT PROFILE H: V=20' V: 111=4' All construction to be in accordance with all City of Raleigh and/or NCDOT standards and specifications. ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at (919) 996-2409, and the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug have Permitted Plans on the Jobsite, or any other Violation o1' City of Raleigh Standards will result in a Fine and Possible Exclusion from from future work in the City of Raleigh. 3+50 Public Water Distribution / Extension System The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date 4+00 254 252 250 248 246 EXIST. 8" VCP SEWER 244 — 242 240 238 236 234 232 4+50 5+0030 Public Sewer Collection / Extension System The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date CONCURRENT REVIEW APPROVAL CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance witn aii iegai requirements Tor deveiopment and construction. Theproperty owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. The specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal law. All Construction must be in accordance with all Local, State and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY Z O U Z) U) Z O U O LL 0 W W Q W J W CC O Z I !!Z V Fn W CC Z 2 J W CC 01 O WK DICKSON comm inity infrastructure consultants 720 CORPORATE CENTER DRIVE RALEIGH, NC 27607 (t) 919-782-0495 (17919-782-9672 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 PROFESSIONAL SEAL m 0 Z Cr_ O O a W Q Cc U) Z p O W w a 0 IIIIIIIIOZ Z g W 0 W Q Z_ Z Q W IY �i o W p > Z OIr Q CL 0 2 Z W o Q 0 Z � W � W o U) W a W O M Ir CL F_ Z Z W Q J W U J J 6i 6j W H cr Z U Z W O Q d � PROJ. MGR.: S. SIGMON DESIGN BY: M. HORSTMAN DRAWN BY: M. SMALLING PROJ. DATE: 6/20/2016 DRAWING NUMBER: 40F40 WKD PROJ. NO.: 20160005.00. RA ow 000 FUO OJU MZw <o¢ wwo Dm< U=> 00w �a0 ~ w ozw F _o oN W I`') Z 00. wY� _< U OY� WC)0 Zw< 0.W .0a OZZ aw0 G� w¢< ¢3z 0 10 wD� 0 w.Z w3< =a3 QY 0 < <°2, UOZ ?=w 09D U -U ZZo w oma= y OU ULL ❑0O Y < 3=Z 002 0 =Zw �0F 1W °ow / 6 0 WK / RIM=252/ 6" BRICK N/F SUPPLEMENT PLUNGE 7 PROP. STREAM IN(SE)=248.18, / WALL � \PA EIRS O N/F BANK PHTRU V. MELFI POOL WITH ADDITIONAL 8" BRI DAVID B. BUTTS & STABILIZATION TRUSTEES WALLS DICKSON communit infrastructure consultants OUT=2=245.88' OUT -244.73' / g / \ / 5 18" STONE \ CLASS 1 RIP RAP ELECIA B. BUTTS D.B. 12409, PG. 1317 (SEE DETAIL 1/05) D.B. 3980, PG. 870 Sg Nd.. 6CF EIP / N/F / WALL KATHERINE B. MOORE B.M. 1957, PG. 50 / PIN 0795774840 B.M. 1957, PG. 50 GM 3618 SWAN ST PIN 0795773699 720 CORPORATE CENTER RALEIGH, NC 27607 DRIVE N / 4 D.B. 15808, PG. 1882 El TQM 3614 SWANN ST WALL A 9 W\OD B.M. 1957, PG. 50 \ IC PROP. (t)919-782-0495 PAVERS JAMES W NDENMARK & BCK PIN 0795775847 15PT 3700 SWANN 20 LF OFBRICK S P RTC BOULDER TOE WALL \ (f)919-782-9672 REMOVE 48 LF OF ST / COLUMNTF _ / DEBORAH W. DENMARK 0 '� , TIMBER WALL PROP. 19LF OF 72" RCP D.B. 8322, PG. 1743 O \ / / _ BRICK r (SEE DETAIL 1/01) / \ BUILDIp� �$�O5- - / I WWW.WKDICKSON.COM > �' + N' 1 -T34Y / B B.M. 1957, PG. 50 PIN 0795775986 \ \ 262 / PAVERS PROP. 72" RCP WITH 1' _ I L9 BURIED TO 1% SLOPE NC LICENSE NO.F-0374 L 1� SHED 3704 SWANN ST \ \ O / \ \ --- W W s , o DE A/C UNIT — � PT 26p + c� Z � _— — _ — yip\ as W 00 — , WATER TANK — — —' M 22PT \ � T _ _ a �_ _ J PROP. 38LF F 36° RCP `� CACI TING GROUTED FP / 4/ \ 2Sg 16PT w UJ �y^ _ �+! _ _ 5+50 ' ea 1 r REMOVE & REPLACE 335 SY OF CONC. \ STONE CHANNEL \ ' \ \ 0 \ 25a T "BLIND" W \' - - \ a DRIVEWAY 151 8+00 \ TIN Box- � !'�PER COR STD T-10.02 0 - 25 \ !%55 - 1, 6 '^ E 8+50 H� i i F�jO � „ DELU p � \ NCDOT 840.72 e Q O ) o� PrDE )'PERGOLA i �� 2 s �/ ! 9 5 — _ _—_ 9+99 \ ll1 a 1, PIPE COLLAR �— 255— y j �, _ UJ O — — 254 — / 1 2S'9'' INV= 9.53' O� ��% H 3 I — — — �� a \ INV 251.18' `/�L � % 2S9 / 24PT %\ _ / O REMOVE &REPLACE � `,•I V- a r .. __ , 8 � r PT � 1 p H4 EIP / /26 / PROFESSIONAL SEAL 54 LF OF 8" BRICK WALL = ' / hJ / I %� - INV=251.14' CUSTOM JUNCTION BOX �� \ _ YQ `- - - __ I✓ r / 36"RCP (X3) p / �h / INV= 49. 0' , / 5G 24 (SEE SHEET S5) I / PROP. 34LF OF 36" RCP a 3 s / ROP. 35LF OF 36" RCP �/ INV 49. / - 2 8CtF SUPPORT $ gs 05CF REMOVE & REPLACE 121 SY OF ASPHALT DRIVEWAY "'' �o \ \ COLUMN (TYP). CONTROL INV.41'/ 1 @ 1sF' \ i� �y :. POINT 2 PLR" LA / Exls G � I /e = h� REMOVE & REPLACE 31 LF ti . M/ / 3 20' DRAINA E N/F CHARLES P. PEARCE' _ _ _ /a ICV ,� 8LI - o E ems, 10LI� �hh \ 1 T O u 010 \ OVERHBUILANG -o OF VALLEY GUTTER PER d c� COR STD T-10.26.1EASEME _ S- / /��! 20 L / J�"' PATRICIA M. PEARC . _ / D.B. 2157 PG ENCLOSED y 8 I / `0 A � �• / �" REMOVE & REPLACE 175 SY p p / y�ry CL — / 13P 12"CMP B.M. 1957, PG. 50 50 PORCH r ZO / PIN 0795786059 3708 SWANN ST PLUG AND FILL I �iF BFP x N \ OF ASPHALT DRIVEWAY /- �O 18AR / 1 Q�V�P(�j•�O M ` WITH GROUT e / _ REMOVE & REPLACE / REMOVE & REPLACE 177 SY OF \v` M 13 SY OF DRIVEWAY APRON / / "ASPHALT PER COR STD T-10.10 CJ-� ��1 00 TOC=259.66' p Cc�� OIN=257.41' z a 12 / � CONC. / a —255 'r a PER COR STD T-10.02 �— /® / / J\Ci� INV=254.36' 'Lha o �Q SS I.I• P REMOVE & p O RIM=� 89' - U W Cc Z Cr U w ❑ — BRICK -QRIVE PAVERS e 4JV 2�L tLOD — — J / i _,54149- z — — `� O / ' _ 259 REPLACE 113 LF IN= 52.09' — — /" SEE SHEET 10 FOR OUT=25 .09' M Q ' 12"RCP OF VALLEY MN SWANN ST 2 SYSTEM 0 Cn 15UA _ 256 � cjo � o / GUTTER PER COR PLAN &PROFILE > 8CF I - : > i �� ss M STD T-10.26.1 owC PROP. HEADWALL H5 STA. 8+88.79 264 INV OUT: 252.00 - (SEE SHEET S3) 262 - PROP. PROP. 262 0 HEADWALL H4 PROP. GRADE HEADWALL H6 a PROP. PROP. GRADE STA. 9+47.85 STA. 8+31.69 260 HEADWALL H3 INV IN: 249.59 NV IN 2 2.59 260 1 1 1 1 1 1 1 1 0 STA. 7+98.54 (SEE DETAIL 1/S1) (SEE SHEET S4) 258 /- EXIST. BRICK WALL INV OUT: 249.26 258 i (SEE DETAIL 1/S1) PROP. GRADE PROP. PROP.GRADE PROP. ROCK DROP / \ Z 256 HEADWALL A ° PROP. 35LF OF 36 RCP @ 1.90 /0 STRUCTURE WITH 256 - - - - - - - O STA. 5+31.04 9" DROP F- INV OUT: 242.78 I SEE DETAIL 1/D4 254 (SEE DETAIL 1/S1) I 254 Z o- 1.00% NO WORK BETWEEN 6+40 AND 7+70 I / w E IST. 36-1 RCP —___-- I _ - � (� a W Z 252 _—__-__---- ---- I 252 0 00\� '` ------ PROP. V HIGH L----- U) W Q Z o 250 NCDOT 840.72 � � � � � __ — ---J BAFFLE250 Z � W < Q a PIPE COLLAR_ PROP. 1' HIGH Q O cr 0 E._ _ _ _-_-_-______ PROP. 1' HIGH CONCRETE BURY ONE FOOT U Cc CL 0 Z 248 — _ _ _ __ _ _ - _ - CONCRETE BAFFLE FILL WITH IN SITU 248 Q BAFFLE BED MATERIAL O - W O PROP. 34LF OF 36" RCP @ 1.49% PROP. 33LF OF 72" RCP @ 1.00% LL Q Z_ 246 PROP. 59LF OF 91 X 58 CONC. 246 0 BURY ONE FOOT ELLIPTICAL PIPE @ 1.00% Z < PROP. 38LF OF 36" RCP @ 2.15% FILL WITH IN SITU LJJ < C7 244 BED MATERIAL 244 D 0 / _ REMOVE & EXTEND w UJ O 242 EXISTING 36 RCP 242 EXTEND AT EXISTING W a a 24¢�+00 SLOPE 2 Z Q 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+0040 ~ N PROP. BURIED RIFFLE CUSTOM JUNCTION BOX W N GRADE CONTROL PROP. INV: 242.97 (SEE SHEET S5) SWANN ST STREAM ALIGNMENT PROFILE O iLi 48L X 18W X 24T PROP. 19LF OF 72" RCP 1.00% CLASS I RIP RAP @ 11_20' 1 Iii H F _ I�I L H: 1 Z � Z 5 \ /. 11 _ ^ 1 �/ �} CONCURRENT REVIEW APPROVAL ! U Z_ g CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION �j for for ��•/J) Plans the proposed use have been reviewed general o compliance with applicable codes. This limited review, and IvCc UJ d LL E authorization for construction is not to be considered to represent total compliance with all legal requirements for development and Q ' NOTES: construction. Thepproperty owner, design consultants and contractors are each responsible for compliance with all applicable City, State E 1. 1. WORK BETWEEN STATIONS 5+20 AND 6+40 SHALL BE All construction to be in accordance with all City of PUbIIC Public and Federal laws. The specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal law. All Construction be Local, PROD. MGR.: S. SIGMON DESIGN BY: M. HORSTMAN c 20 40 INCLUDED AS A BID ALTERNATE. WORK IS SHOWN FOR Raleigh and/or NCDOT standards and specifications. �� Water Distribution /Extension System Sewer Collection /Extension System mugt in accordance with all State and Federal Rules and Re ulations. REFERENCE ONLY. ATTENTION CONTRACTORS The City of Raleigh consents to the connection and extension of the The City of Raleigh consents to the connection and extension of the TRANSPORTATION FIELD SERVICES Z DRAWN BY: M. SMALLING PROJ. DATE: 6/20/2016 3 City's public water system as shown on this plan. The material and City's public sewer system as shown on this plan. The material and — Q 1 inch = 20 ft. HORIZONTAL The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for Construction methods used for this project shall conform to the Construction methods used for this project shall conform to the the City's Public Utilities Handbook. the City's Public Utilities Handbook. PUBLIC UTILITIES DRAWING NUMBER: contacting the Public Works Department at (919) 996-2409, and standards and specifications of standards and specifications of the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. STORMWATER J w 50F40 - 0 2 4 8 Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetaryfines, and require City of Raleigh City of Raleigh Public Utilities Department Permit # Public Utilities Department Permit # PLANNING/ZONING WKD PROJ. NO.: reinstallation of any water or sewer facilities not insected as a result of this notification failure. FIRE a 1 inch = 4 ft. Failure to call for Inspection, Install a Downstream Plug have Permitted Plans on a Jobsite, or any other Violation of City of Authorization to Construct Authorization to Construct O � p 20160005.00. RA URBAN FORESTRY < VERTICAL Raleigh Standards will result in a Fine and Possible Exclusion from Date Date w from future work in the City of Raleigh. SITE ACCESSIBILITY W 0. w 000 FUO OJU OZw aoD w�a �m< U=� �a0 =�o �w ozw -a o� WUZ Z�O OZ U WYE U a ~o= OY� �0 0,Z Zwa 0.. �0a OZZ O w 7 w¢Zz o�CD >o0 =O wi-Z w Q =a3 gz_� QY -0" 2 Qo� UOz z=w 32 OZ6 U- Zo W 02. yUH UULL 00 O XZYXZ �=z 00¢ �_0 0oM L' Ow¢U❑ WALL B PROP. 27 LF OF BOULDER TOE WALL (SEE DETAIL 1/D1) CLOTHES HANGER PROP. STREAM BANK STABILIZATION (SEE DETAIL 1/D5) 264 PROP. RIFFLE JL/A GRADE CONTROL (SEE DETAIL 306) v .� 260 7 �/ • 20( C/, \ -10+00- 0, 10+00-0, IN255.86'= �Njipq�M J 18,R& �' ICV �QV TOC=261.08' (D INV=256.73' SS S< 7 N/F DAVID B. BUTTS & N/F MICHAEL T. FICALORA & 8 ELECIA B. BUTTS SLOANE T. FICALORA D.B. 3980, PG. 870 D.B. 13274, PG. 2119 N/F B.M. 1957, PG. 50 B.M. 1957, PG. 50 MICHAEL T. FICALORA & PIN 0795773699 PIN 0795773551 SLOANE T. FICALORA 3614 SWANN ST 3606 SWANN ST D.B. 13274, PG. 2119 N/F PARCEL 2 R M 1957 PG 50 PROP. 3 -SIDED CULVERT BRIDGE WITH 12' BOTTOM WIDTH REMOVE & REPLACE (SEE SHEET S6) 88 SY OF ASPHALT TIMBEF DRIVEWAY I / `265 1 I N WALL C I I PROP. 36 LF LOFASPHALT I / BOULDER TOLLDRIVE (SEE DETAIL r / \ m 13 T 18PT I \ B*IDGE X17 1F _ �I i f11 ul RIM=261.43' SEE NE 8 IN=253.98' O M \ OUT=253.78' I (101 Q N/F STEPHEN P. THOMAS & JOHN S. THOMAS B.M. 1957, PG. 50 PIN 0795772737 3617 SWANN ST REMOVE & REPLACE 439 SY OF ASPHALT PER COR STD T-10.10 266-- 264- 262- 260- 258- 256- 254 66264262260258256254 252 25%-+-L7-5 12 0 0 10 20 40 1 inch = 20 ft. HORIZONTAL 0 2 4 8 1 inch = 4 ft. VERTICAL 0I REMOVE & REPLACE 34 LF OF VALLEY GUTTER PER 001 COR STD T-10.26.1 SEE SHEET 10 FOR SWANN ST 3 SYSTEM PLAN & PROFILE — REMOVE & REPLACE 34 LF OF VALLEY GUTTER PER COR STD T-10.26.1 PT 6C 8 PIN 0795773551 3606 SWANN ST PARCEL1 PROP. 3 -SIDED CULVERT BRIDGE WITH 12' BOTTOM WIDTH (SEE SHEET S7) WALL D PROP. 14 LF OF BRICK PAVERS BOULDER TOE WALL 11+50 0 (SEE DETAIL 1/D1) __JEXPOSED 1 SANITARY SEWER LINE p� IJT � 1�L 1 --- F21P —260-- 12+00 260__12+00 - 261 — — — r 6CF 24QR 2 T 6 E) o SS – 262 r BRICK 3 S, v _SS PAVERS, – 26 SS --SS V`=60, WANN STREET M o � (B.M. 1957, PG. 50 401 — \ _ dOl AA"—� M --- M - VEHICULAR GUARD RAIL (TYP) BRIDGE 1: PROP. 3 -SIDED CULVERT WALL E PROP. 36 LF OF WALL G BOULDER TOE WALL PROP. 14 LF OF (SEE DETAIL 1/D1) BOULDER TOE WALL (SEE DETAIL 1/D1) N/F WALL F THOMAS G. HAMM & PROP. 37 LF OF ERIN JO ADAIR BOULDER TOE WALL REMOVE & REPLACE N/F D.B. 16105, PG. 603 (SEE DETAIL 1/D1) ELLEN A. NULTY & 30 SY OF GRAVEL MARK WHALEY MOSLEY B.M. 1957, PG. 50 DRIVEWAY D.B. 13684, PG. 2545 PIN 0795771695 B.M. 1957, PG. 50 3611 SWANN ST j PIN 0795771545 3605 SWANN ST VEHICULAR GUARD RAIL (TYP) BRIDGE 1: PROP. 3 -SIDED CULVERT BRIDGE WITH 12' BOTTOM WIDTH DRIVEWAY DRIVEWAY ELEV = 262.00 ELEV = 262.20 M Z 0 APPROXIMATE INVERT PROP. PLUNGE POOL FOOTING ELEV = LOCATIONS 257.00 �— INVERT > ELEV = 1 255.60 + f T STA 10+43.36 ELEV. 253.00 BRIDGE 2: PROP. 3 -SIDED CULVERT BRIDGE WITH 12' BOTTOM WIDTH STA 10+57.85 10+00 10+50 ELEV. 253.00 11+00 PROP. RIFFLE GRADE CONTROL SWANN ST STREAM ALIGNMENT PROFILE (SEE DETAIL 3/D6) H: 1"=20' V: 1 "=4' PROP. RIFFLE GRADE CONTROL 11+50 266 I i 264 262 260 258 256 254 252 12+050 All construction to be in accordance with all City of Raleigh and/or NCDOT standards and specifications. ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at (919) 996-2409, and the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans on fhe Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from from future work in the City of Raleigh. NOTES: 1. CONTRACTOR TO MAINTAIN INGRESS/EGRESS TO RESIDENCES. 2. TREES AND BUSHES OUTSIDE OF TEMPORARY CONSTRUCTION EASEMENT SHALL NOT BE DISTURBED. 3. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY FROEHLING & ROBERTSON, INC. (F&R), FOR DEWATERING, PIPE BEDDING AND BACKFILL RECOMMENDATIONS. SOIL TEST BORINGS & ROCK PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE F&R PROJECT NO. 66U-0147. 4. THE DESIGN, DETAILS AND SHOP DRAWINGS FOR THE PRECAST THREE SIDED CULVERTS AND FOOTINGS SHALL BE PROVIDED BY THE PRECAST MANUFACTURER. THE DESIGN CALCULATIONS AND SHOP DRAWINGS ARE SUBJECT TO APPROVAL BY THE ENGINEER. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR PROPOSED STEEL BACKED TIMBER GUARDRAILS THAT USES DETAIL XXXX AND CUSTOM FOOTING FOR STEEL BACKED TIMBER GUARDRAIL ATTACHMENT FOR THE PROPOSED PRECAST THREE SIDED CULVERTS. SEE DETAIL XXXX ON SHEET XXXX. 6. SEE EROSION CONTROL SHEETS FOR PLANTING & SEEDING INFORMATION. 7. PRECAST CONCRETE THREE SIDED CULVERTS SHALL HAVE A STRUCTURAL OPENING OF A MINIMUM OF XXX SQUARE FEET AND XXX SQUARE FEET, RESPECTIVELY, WHEN INVERT AND FOOTINGS ARE CONSTRUCTED ACCORDING TO THE PLANS. 8. IF WATER SERVICE IS IN CONFLICT WITH PROPOSED CATCH BASIN, CONTRACTOR SHALL RELOCATE WATER SERVICE AND METERS. Public Water Distribution / Extension System The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date Public Sewer Collection / Extension System The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct Date CONCURRENT REVIEW APPROVAL CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsi le for compliance with all applicable City, State and Federal laws. The specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal law. All Construction must be in accordance with all Local, State and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY Z O U Z) U) Z O U IZ O LL 0 W Q LU J W O Z Z �(D V) W Q Z 2 J W 0 0 WK DICKSON comminity infrastructure consultants 720 CORPORATE CENTER DRIVE RALEIGH, NC 27607 (t)919-782-0495 (f)919-782-9672 WWW.WKDICKSON.COM INC LICENSE NO.F-0374 PROFESSIONAL SEAL m Q Z O O LU o Ir U) Z p O LU w Q 0 Z 12 - ILL! w Z (D w Z ILL! < > Z 2 Q ILL! O O Z Z o O 0 0 � w w O O Z Q Ir C/) Q LU CE Iii Iii 2 _J U) Z U Z LU PROJ. MGR.: S. SIGMON DESIGN BY: M. HORSTMAN DRAWN BY: M. SMALLING PROJ. DATE: 6/20/2016 DRAWING NUMBER: 60F40 WKD PROJ. NO.: 20160005.00. RA Ow Z°OE FUOC) r �Zw <o¢ WW �m< U=� g¢m �a0 ~ "w Ozw F _o oz " o U °Z°m Y TI '0< LL O = OY� Do. Zwa °.W .0a OZZ aw0 G� w¢¢ ¢3z o�CD >00 wiZ w3< =a3 �Z° Y < 0 ¢ Q� UOZ ?=w 3g oz6 U U- ZZ10 Z, 02= on yUH U°LL Y < 3=Z H OO OEE 10 =Zw 0°, °amo U OLL < \ 16AR0/114PT 100 4 REMOVE &REPLACE 118 LF OF \ / I CITY OF RALEIGH \ p� VALLEY GUTTER PER COR STD \ N� \ D.B. 2565, PG. 393 \ \ \ \ v T-10.26.1 B.M. 1957, PG. 50 \ \ PIN 0795788116 \ \ \ \ \ \ \ \ 3715 DADE ST \ 1\8\ \ 18 A \ \ O 8PT 16QA \\ 0 10A \ \ \ \ • I \� �O \\\ \ \ / /0 6QR \ 4I5LT PROP. RIP RAP PAD \ 2x ��\ �� \\ / \ O `2 N 15'L X 7.5'W X 1.5'T SO �\ \ / I WALL H �� CLASS B PROP. 59 LF OF BOULDER TOE WALL \ \�3t)lP \� \ \ \ 2 I SEE DETAIL 1/D1 �s N \ 1�LT o` 00 \ X24 .2 \\ g8 \ \\ \\ \ 28LT l I` I �&N \ INV=242.0 \ 2' \\ \ v 13QN 10P0 \ v REMOVE & REPLACE 44 SY OF ASPHALT n PER COR STD T-10.10 O \ J \ ?55.5 ' f \.49.04' =242 - \ \ O \ \\\ \\ 1 @ N 8 xS0\ \ \\ — — _ R�i / %248 \ O \\ \\ O\ \ \ / EX1S 1 ANA& 3-1.50, \ \\ j / \\ / J V=245 'I.89 \ G _ \ i 25 \\ �� j/ 8" CONC.ALL / UTILI N SE -MEN \ 241 _ ` \ \\ — /i — 252 — — 2 \ / / \� HEAD _ / EI \ LT\�\� / _-253--\ �\ //1 A �\ / 1/r--- \Zig / SEE SHEET 4 FOR _ _ us I \ \\� / 2g� H7 253 / / STREAM R1 ALIGNMENT APLASTIC �\ 2�' \j I I I \\��\� \ eNR / _ _ � AR \ \ �� 6 F \ j / Sin \ I I / I \\ \\\NIF 255 \ \ / ANTER — \ �N `III / I I I RAG 13619' Qd1 \ /\\ PG. 50 \\ \\ / / � � � PROP. 30" RCP SS \ \\ Is� I / \ �� P�V� sT \ \ \ — — / — / / WALL I AT 1 % SLOPE / GATE / \ Ih P \ — — / /\ I SO SS \ \ \ \ \ V 1 RIX 252.'519'— — — — — PROP. 58 LF OF _ — I /+ / CF_ \ ` \\\\;1� � / \ I INV=N/,6 — — BOULDER TOE WALL — / / I \ \ ABLE= (UNT-&OPE�IJ�I WCtE� — CF \ I II \I\' \\ � � _ / SEE DETAIL 1/D1 264 EXISTING / 20' DRAINAGE EASEMENT r xxx TRE IS / \ / N 16ARAR 1\ / 5 P5/ — - TOC=251 / INV=250,7 30"RCP 3+00 //\✓ \ SO N \ \ \J BRICK ,/ / l J / - / / PAVERS 12PEAF�BENCH I 01h xN �l/� LI REMOVE EXISTING CB & REPLACE WITH DCB 2o - BIRD HOUSE 260 �cS ((0 8PEAR 12" ST WALL 264 262 - 8 262 N ti — co 260 N 260 N 00000�� — 4�_ m0u) / 258 0 N N i 258 �U)N�O _ 1 W0�of> / 256 °_0U)0z / II 1 256 PROP. GRADE I I — — 254 i i J I�--------- I 254 PROP. L I I HEADWALL H7 252 STA. 1+90.91 I I I _ — J 252 INV OUT: 243.40 II _ II (SEE DETAIL 1/S1) I I __------ I L — — — — — 250 II 250 NO WORK BETWEEN 0+00 AND 0+72 I I I LiI 248 EXIS-1- 3„ V'Cr- SEWER 248 / I / LJ (SEE NOTE 1) 246 PROP. GRADE �V Ex ST. 30" IRCP 246 (TO BE REMOVED) J 244 m 244 MMMMILI Z o 0 242 ------- 242 — PROP. RIP RAP PAD > 240 — — — 15'L X 7.5'W X 1.5'T + 240 CLASS 1 0 238 PROP. 32LF OF 30" RCP @ 1.00% 238 236 -A I I 1-236 231$+00 0+50 1 +00 1 +50 2+00 2 50 3+00 3+5034 0 0 10 20 40 I inch = 20 ft. HORIZONTAL 4 0 2 4 8 I inch = 4 ft. VERTICAL DADE ST 1 PROFILE H: 1 "=20' V: 1 "=4' NOTES: 1. IT IS NOTED THAT SEWER LINE IS IN CONFLICT WITH EXISTING PIPE. 2. WORK FROM 0+72 TO 2+50 SHALL BE CONSIDERED AS A BID ALTERNATE. All construction to be in accordance with all City of Raleigh and/or NCDOT standards and specifications. ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at (919) 996-2409, and the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug have Permitted Plans on the Jobsite, or any other Violation oV City of Raleigh Standards will result in a Fine and Possible Exclusion from from future work in the City of Raleigh. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. Theproperty owner, design consultants and contractors are each responsible for compliance with all applicable City, State and Federal laws. The specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal law. All Construction must be in accordance with all Local, State and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY Z O U Z) U) Z O U O ILL 0 W W Q W W CC O Z !z V W W 0 CC Q CZ G J W CC 01 0 WK DICKSON comminity infrastructure consultants 720 CORPORATE CENTER DRIVE RALEIGH, NC 27607 (t) 919-782-0495 (fl 919-782-9672 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 PROFESSIONAL SEAL m 0 Z Cr_ O 0 a W Q Cc U) Z Q O W U.1 a 0 IIIIIIIIOZ Z g Cn W Z Q W z �i Q W > CECE D_ Z 2 Q W O Z Z Q a °C � C7 0 0 W W cn M IL I—O W fr Z D_ Cnn Q W Cc Iii W H 2 _j fn Z F_ U Z W 3: d � PROJ. MGR.: S. SIGMON DESIGN BY: M. HORSTMAN DRAWN BY: M. SMALLING PROJ. DATE: 6/20/2016 DRAWING NUMBER: 70F40 WKD PROJ. NO.: 20160005.00. RA