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SW8051209_APPROVED PLANS_20060131
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SWJ-0 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Aa a L-3 YYYYMMDD ._— I —__ ._.. Y r .... . e.I .: y,r., o 1.., A r.... a . I,, . Im I . .n._ ... I. r ysr _i lr .r .. _ TOWN OF HOLLY RIDGE ONSLOW COUNTY, NORTH CAROLINA OWNER HOME LIFE, INC. 102 CINEMA DRIVE WILMINGTON, NC 28405 (910) 763-4636 ENGINEER CAVANAUGH AND ASSOCIATES, P.A. 130 NORTH FRONT STREET, SUITE 202 WILMINGTON, NORTH CAROLINA 28401 (910) 392-4462/(910) 392-4612 (fax) SURVEYOR CHARLES F. RIGGS &ASSOCIATES INC. 202 WARLICK STREET JACKSONVILLE, NORTH CAROLINA 28541 (910) 455-0877/(910) 455-9033 (fax) SHEET INDEX C.1.1 - COVER AND LEGEND C.2.1 - EXISTING SITE AND DEMOLITION PLAN C.3.1 -- PROPOSED SITE PLAN C.3.2 - GRADING AND EROSION CONTROL C.3.3 --- PROPOSED UTILITY PLAN C.3.4 -- SEWER PLAN AND PROFILE C.4.1 -- STORMWATER DETAILS C.4.2 - DETAILS C. 4.3 -- DETAILS BEFORE YOU DIG } CALL 1-800--632-4949 N.C. ONE ---CALL CENTER IT'S THE LAW t PROPOSED PROJECT SPECIFICATIONS LIMITS OF DISTURBANCE SEDIMENT FENCE CONTROLLED SEDIMENT FENCE OUTLET SANITARY SEWER 8" SDR35 PVC 5' SANITARY SEWER MANHOLES OPEN CUT DRIVEWAYS ASPHALT PARKING CURB & GUTTER 4' SIDEWALK 2.5' CONCRETE CHANNEL EXISTING ROW wtr (SS) 2.51 ACRES 925 L.F. 9 325 L.F. 3 126 L.F. 38,408 S.F. 1,300 L.F. 784 L.F. 527 L.F. LEGEND PROPOSED RIGHT OF WAY CENTERLINE OF ROAD PROPERTY LINE MONUMENT Z n_ IRON ROD / IRON PIN LIMIT OF DISTURBANCE -- --- --- -- — — y� CONTOUR 50 a P� SOUND TEMPORARY SEDIMENT FENCE SF vs• N`GNW UCRRc! �LF,F CONTROLLED SEDIMENT FENCE OUTLET TEMPORARY DIVERSION DITCH TD y N�� HEN S ' SITE WATER MAIN W 910P FIRE HYDRANT ti� 5M WATER METER `o SANITARY SEWER SS SANITARY SEWER CLEANOUT oco SANITARY SEWER MANHOLE TOWN OF HOLLY RIDGE OVERHEAD ELECTRICAL UTILITY POLES CABLE PEDESTAL ELECTRICAL BOX TELEPHONE PEDESTAL RETAINING WALL THE CAROLINIAN EAST fv '�. AO FINAL DESIGN NOT RELEASED FOR CONSTRUCTION VICINITY MAP NOT TO SCALE 1)31�() � APPROVED } A('_JA O . '' A ENV! RON,,M NTAL fi i.(.'`I, E i'WOMI � . tATER QUALITY REA 6— - M 0 Solutions through integrity and partnership DATE: DECEMBER 9, 2005 O�N PROM. NO.: 041.05.012 SHEET C.1.1 r. � I I _ r.. I � • 5 _ i � _ - e.. 14' � _ T• _ ..— . 1 _ — _ ` � I ' � ; 17 ' l ''� Ott '• �• E; ' , �, � � f it 44a I • T- n »..�- � 5 t- � r r a � 1, J ti �pY j* i1 1' 11y T � 1 f! d� �1 �'1' 1-2 GENERAL NOTES EROSION4 CONTROL SEQUENCE (1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.; �, INSTALL TPORARY GRAVEL CONSTRUCTION ENTRAt TEMPORARY L-2981. INFORMATION PROVIDED FOR ON N. HINES STREET: ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. 2. MOW THE SITE OF TREES AND BRUSH, BUT DO NOT (2) CONTRACTOR TO FIELD VERIFY ALL EXISTING 3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLET UTILITIES BEFORE COMMENCING CONSTRUCTION. AROUND PROJECT SITE. (3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF 4. CONSTRUCT SEDIMENT TRAP. ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN. 5. CONSTRUCT TEMPORARY DIVERSION DITCH. (4) CONTROLLED SEDIMENTATION OUTLETS TO BE 6. GRUB SITE AND REMOVE DEBRIS. PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT 7, GRADE TO FINISH ELEVATIONS STARTING AT GRADE FENCING ACCORDING TO DETAIL 6/C.4.2. BREAKS. (5) ALL DISTURBED AREAS TO BE SEEDED, 8. ESTABLISH TEMPORARY VEGETATIVE COVER. FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. 9. CONSTRUCT BUILDINGS. (5) EXCELSIOR MATTING AND SEEDING TO BE USED 10. REMOVE TEMPORARY EROSION CONTROL DEVICES. ON SLOPES STEEPER THAN 2.5:1. 11. ESTABLISH PERMANENT VEGETATIVE COVER. (7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE PROVIDED BY OTHERS. ROW (L ROAD ROW N69.09' r% -7[ — wtr 10 NOW OR FORMERLY soy, HOLLY RIDGE HOUSING AUTHORITY Ra D. B. 578, P. 770 o�' ���� �$' g 9�► ,� oti�o 2 C/L INTERSECTION of SCALE. 1 ZONED M F R = 20 Ik ry� �� NORTH HINES STREET 20 0 20 RESIDENTIAL & SOUND DRIVE SCALE OF MAP MAY VARY DUE TO METHODS OF REPRODUCTION. �\ 0111 R ��f►1� r I EIR W � DGE OF ASPH AST �� f fop Q1tTH �RqES STREET O� ASP VA P'Ll .- �c ♦ '' NOW OR FORMERLY _— �\�`-�� PINEWOOD ASSOCIATES ASPH T puBLIC) EoG r�� D.B. 1312, P. 534 60' RIW C —'" S .00 EXISTING SEWER MH \ M.B. 33, P. 169 -. . : 53.54 IE ` ZONED R-15 �Q30•Q.''r IE our. 45.82 wtir , �� N-1 / L1396 �7' " $3'' .. �{ �` DEMOLISHED LINE TO BE \� 4 „THE MEADOWS OF HOLLY RIDGE" � UMIT OF DISTURBANGE / 1 .�� 3`�3 ` . CAPPED DURING ,� °'• _.._.. ..... -- -- -. - -- _. ......_. ....�" r N-37.31154 CHORD CONSTRUCTION �� f REST HOME & 1 REMOVE EX. SEWER LINE & ` 4 RESIDENTIAL ,..ram'."'� �~ }� �s BE` S q EX. SEWER MH • ` , E!R ..» I RIM: 54.82 \ { MMPw.,..,r.....,.�..) .". '�' ,..••ter"" � { � �' INVERT IN:52.24 � INVERT OUT: 52.07 \` APPROXINA ►TE) wl tr� EXISTING 6" WATER MAIN LOCAWN i v ROW ROW ROW ROW 06 y NOW OR FORMERLY o BE&T ASSOCIATES, D.B. 1205, P. 852 ZONED NB GARAGE/ STORAGE FACILITYa EXISTING INOODS �'NE (APPROXIMATE) R/W HATCHED WOODED AREA TO BE CLEARED (4,075 SQ.FT. APPROXIMATE) !F f �� EXISTING DITCH � --- R/W ROW ROW ROW - ROW 0e....-............. .W--.,-""-_.._.._., ",_........ ._.w,..,. w.. _ ..._ OI~ __ ............ .... ...................... oe SMITH STREET \ 60' RM (NCDOT SR 1425) ROW ROW ROW ROW ROW ROW -- - ROW - ROW NOW OR FORMERLY HOLLY RIDGE ASSOCIATES & OTHERS D.B. 1419, P. 89 ZONED R-15 NO EXISTING USES rl*lm.,EDGE OF ASPHALT EDGE OF ASPHALT ROW ROW ROW RC U O A 0 Q Z fi a o o N � •E Yf Ej o � � C 0 d 4 U Z O � U Ham- Q" cf Z 0 Ld j Q O . o W C)Li o o 0 r Lft- 0 U W O SHEET NUMBER C,2.1 Lo O N N ❑ r O O � W � Q W Z Y ❑ a ❑ v � O ttttttltrilrrrrrrr��,�', i i ♦ti -z %i a s • • 4 ©¢�- :y ¢o Lid • . Z Uj no < V)S -,,,�o�.�a z IY z .••• - ' Y � ,j. -.,�. '.t' ...,, .,, .. .. ..�. i. :} ni,. ,.� ,h �, ! �'F, � 0.+��t��..'ir�P .:ia .I);'iti t.i.•+., 7 �i + f•'� i e s �♦ t t :i 1 i r+. �.i '°S i�t.� 'i{,i;n GENERAL NOTES EROSION CONTROL SEQUENCE (1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.# 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES L--2981. INFORMATION PROVIDER FOR ON N. HINES STREET. ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. 2 MOW THE SITE OF TREES AND BRUSH, 8UT DO NOT GRUB. (2) CONTRACTOR TO FIELD VERIFY ALL EXISTING 3• ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS UTILITIES BEFORE COMMENCING CONSTRUCTION. AROUND PROJECT SITE. (3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF 4, CONSTRUCT SEDIMENT TRAP. ALL WASTE. MATERIALS GENERATED THROUGH DEMOLITION AND GRU88ING ACTIVITIES SHOWN. 5. CONSTRUCT TEMPORARY DIVERSION DITCH. (4) CONTROLLED SEDIMENTATION OUTLETS TO BE 6. GRUB SITE AND REMOVE DEBRIS. PLACED AT 200 LF. INTERVALS ALONG SEDIMENT 7• GRADE. TO FINISH ELEVATIONS STARTING AT GRADE FENCING ACCORDING TO DETAIL 6/C.4.2. BREAKS. (5) ALL DISTURBED AREAS TO BE SEEDED, 8. ESTABLISH TEMPORARY VEGETATIVE COVER. FERTILIZED, AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. 9. CONSTRUCT BUILDINGS. -(6) EXCELSIOR MATTING AND SEEDING TO BE USED 10. REMOVE TEMPORARY EROSION CONTROL DEVICES. ON SLOPES STEEPER THAN 2.5:1. 11. ESTABLISH PERMANENT VEGETATIVE COVER. (7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE PROVIDED BY OTHERS- (8) NO WETLANDS ARE KNOWN TO EXIST ON SITE. ROW ---~" ROW ROW ROW ROAD ROW NMP NOW OR FORMERLY BE&T ASSOCIATES, D.B. 1205, P. 852 ZONED NB GARAGE/ 63.5 STORAGE FACILITY INSTALL APPROX. 94 LF CONCRETE CHANNEL ® 0.32% 1 2 SEE DETAIL C.4.1 1 1 INSTALL APPROXIMATELY 185 LF RETAINING WALL (TO BE DESIGNED BY OTHERS) A STORMWATER BYPASS BOX SEE SHEET C.4.1 R/W ROW 60, R1W (ASPHALT - UBLI _ uMIT OF DIS TURBANCE // R19.7' 42.5' ..'�-- ..,• go"..w�rn.�r. .r 1 i ..� 24.3' 25.5' b \ Off EMN NOW OR FORMERLY HOLLY RIDGE HOUSING AUTHORITY 1 ';'sh,, d o� D.B. 578, P. 770 ,f j,' 5•w ¢ ZONED M FRNO N �� RESIDENTIAL o0 G�' �oW ROW 1 I'liv S' e--"� ,r• r r r r frr A � -. A �Y - R 19.7' ► r.r''�"r� - ��'� R3.0' f 5 l "� 9.5' 22.0' INSTALL APPROXIMATELY 38,408 FT" ASPHALT SEE DETAIL 9 HANDICAP STALL. SEE DETAIL 7 C.4. 12.5' 19.0, HC HC HC HC 24" C&G SEE DETAIL 1O/C.4.2 HC RAMP SEE DETAIL 4/C.4.2 BUILDING #1 KXFFE=56." BuiLoiNc #2 >CF/FE=V56.2XK ..01 23.8' ip OF D1S /' EIR NOW OR FORMERLY PINEWOOD ASSOCIATES D.B. 1312, P. 534 V LANDSCAPED \�- �AREA 50��, M.B. 33, P. 169 R19.5 74.V \ ZONED R-15 R3_= 32.4' �� THE MEADOWS OF HOLLY RIDGE" REST HOME 0 RESIDENTIAL 18.s R2.0' \\ 1 7 5,\ INSTALL APPROXIMATELY 110 7 \ L.F RETAINING WALL (TO BE DESIGNED BY OTHERS) (N.I.C.) 19.4' I \ � 19.6, \\ 60' \. R% R5.0' LANDSCAPED \T�� INSTALL CURB & GUTTER AREA b SEE DETAIL \\n� rl 0 44.6' C.4.2 4' CONCRETE SIDEWALK, SEE DETAIL 9/C.4.2 _ 10.0' (TYP)100' (TYP.) I I _H NNv 1 % - - - - - ----- ------ SEE DETAIL C12 �, 2 c 7 CA INTERSECTION OF NORTH HINES STREET & SOUND DRIVE 94 STANDARD PARKING STALLS 4 HANDICAP PARKING STALLS 98 TOTAL PARKING STALLS BUILDING #3 BUILDING #4 (TP.) ,eebi� FFE=57.25 FFE=57.5 S10 VIA EA Ohio mralzbllt • 1 'II I r � _a�o��_�♦.a���♦_a�a��_a�a���♦_a�r.�a♦�a� ����aA _a����♦�a,�a��_ � � ��e►�a��_ ♦.a��. ��a.. R /W _';OW FOW LINE TABLE LINE LENGTH BEARING L1 1.96 S23'36'10" W L2 82.84 S48'59'24"W L3 3.90 S44'55'27"W L4 3.87 S54'07'09"W L5 5.06 S40'28'57"E L6 3.48 S49'31'03"W L7 4.00 S40'28'42"E L8 1.00 N49'31'03"E L9 9.84 N64'35'27"E L10 107.55 N 49'31'18"E 1 0 LINE TABLE LINE LENGTH BEARING L11 48.37 N 49'31' 18"E L12 59.43 N49431'18"E L13 77.67 N49'31'18"E L14 51.44 N49'31'18" E L15 168.14 N49'31'18"E L16 91.28 S40'28'42"E L17 168.14 S49'31'18"W L18 91.28 N40'28'42"W L19 9.41 N 49'31 W W 51 LINE TABLE LINE LENGTH BEARING L20 6.35 N40'28'42"W L21 13.83 S49'3'I'18"W R0 CURVE TABLE CURVE LENGTH RADIUS C1 24.50 90.46 C2 22.47 30.00 C3 26.81 27,14 C4 26.73 28.15 C5 3.55 91.09 C6 42.24 60.00 C7 32.75 93.57 C8 28.39 130.67 C9 19.44 155:00 C10 24.87 155.00 ___ROW CURVE TABLE CURVE LENGTH RADIUS C11 19.62 155.00 C12 31.33 138.85 C13 7.89 30.00 C14 7.89 30.00 C15 21.66 48.49 C16 7,45 89. 87 C17 17.09 33.70 C18 7.87 334.06 C19 8.67 12.44 C20 11.94 48.39 IN CURVE TABLE CURVE LENGTH RADIUS C21 9.10 48.39 C22 3.67 2.33 C23 15.71 10.00 C24 4.76 10.00 C25 45.37 90.46 C28 86.39 55.00 C29 86.39 55.00 C30 86.39 55.00 C31 86.39 55.00 • L14 C23 rpg'82. cq L19C2 OR � y � r r r � r r r ---err EDGE OF ASPHALT, EDGE OF ASPHALT ROW ROW ROW REVISION _ 1 A) ADJUSTED BASIN GEOMETRY B) MODIFIED LINE/CURVE TABLES. SCALE: 1" W 20 20 0 20 SCALE OF MAP MAY VARY DUE TO METHODS OF REPRODUCTION. R( c co 0 tD o� M Q can CL g � 4 c Q a` 3 � o N •fi o co lrz d 4 a Z U Z u7 w z CL_ L-Li O Q J O cn o o CL C) V � � 0 z O 0 ~W I � o � 0 I~ 3 q E a � � w z w 4 Q z 0; SHEET NUMBER C.3.� O N o CV 0 �O co W � -) U cz CL L� U � �- n ' P '• 0LJQl wtn=«.o o . - oQ L% �''•.'�• ••' • '. ��.,, _. _ _ �-�-� .._ - ,`�.i T:-, T.fi .. ., -,.�-. - ,. ... T -.. .. Fr?_,i .1: n'.T-i �a'i �. '�'.r�-:F � ___: �.�1 i.{,1�ifk �.IL;� �ii ST_T. T.:•-. �- l �. r e y s r .� = 1 -, "', •r• ftn •��/'; •,Y !;� �'t z.4.1•r 7iF. d+i +' GENERAL N�_E:..S ` `�OSION C01`?_ rOL SEQUENCE (1) TOPOGRAPHICAL. SURVEY INFORMATION PROVIDED l 1. INSTALL TEMPORAR) GRAVFE. CONSTRUCTION ENTRANCES I O ��Ur 0 R FO R M E R L BY CHARLES F. RICGS AND ASSOCIATES, P.L.S-# ON N. FINES STREET. I r \' ` y \ ' L-Z9a€. INoRMn Ic}N PROVIDED FOR f 1OLLY RIDGE -Y 4 E. ENGINEERING DESIGN PURPOSE ONLY. NOT FOR tP , RECORDATION. 2. MOW THE SITE OF' TREES AND 3RtlSH, BUT f�f NOF GRUB. j 1 �1C�1)�ING AUTHORI ;Y __ 1 r l 3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS n (2) CONTRACTOR Tq F,F"LD VERIFY ALL EXISTING = 20 ! - _ L5 . 5 7 8 P . J 7 � UTILITIES BEFORE i;OMMENC€NG CONSTRUCTION. AROUND PROJECT SITE. SCALE: 1 , 20 0 20 ZONED MFR 4. CONSTRUCT SEDIMFVI TRAP. F a (3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF r� '' � � y 1 .Y � �'/• �7: `��a� `` ALL WASTE MATFRIALS GENERATED THROUGH �. R L SI D E N TI A L 5. CONSTRUCT TEMPORARY DIVERSION DITCH. \ i r DEMOLITION AND GRUBBING ACTIVITIES SHOWN. � 4 CONTROLLED SEDIVENTATiON OUTLETS TO BE 6. GRUB SITE AND PFMOVF DEBRIS_ SCALE OF MAP MAY VARY PLACED AT 20C L.E. INTERVALS ALONG SEDIMENT , DUE. TO METHODS OF REPRODUCTION. �\ 7. „BADE TO FINISH F`_FVAT�t�NS STARTING Al GRADE / FENCING ACCORDING TO DETAIL 6/C.4.2. BREAKS. (5) ALL DISTURBED AREAS TO BE SEEDED, 8, ESTABLISH TEMPORARY VEnErA11VE COVER. X. J .f FERTILIZED, AND VULCHED WIT!IIN 15 CALENDAR U �' DAYS OF GRADII`,jG ACTIVITIES. g- CONSTRUCT BUILDIIJ`{.1r. (6) EXCELSIOR MATTING AND SEEDING TO BE USFD VI RFMOVE TEMPORARY EROSION CONTROL DE`.1CFS ON SLOPES STrF PER THAN 2.5:1. 4RBF*`� 1€. ESTABLISH PERMANEN] FGFTATIVF COVER. n,"5' 't ysz (7) STRUCTURAL DESIGN OE RETAftNG WALLS TO BE a c Y �Y PROVIDED BY O'raFRS. i_iv t L Y fY .� I I (8) NO WETLANDS ARF KNOWN TO EXIST ON SITE. v^ ,,. x 55.4 It 1 l L- � may. � ��� � �` Ij. k nl Y Y ' NOW OR FORMERLY P r; 4 - - F' •y � k � ;v `�� ��- PINEWOOD AssdclArE� D.B. 1312, P. N4 M.B. 33, P. 169 - 1 � EET �. L.ZONED R—lA Y S STR r I E Y �t ... � � E MEADOW F L� 7L � � S O HD L } NOK%I ti .�-s. o �Y Y. 1 A , .�_ -PUB REST HOME k x T �r ROAD '— , �SPAL ,;r' ,� ••' ;l_PT"t0 J. F ,lc 6o Ww( �._ .. - ..- RESIDENTIAL t. 4. S ) , - , LIMIT OF DISTURBANCE 0 W . 7 ..' rJ 4.00 . 5 5' � � 5 _ 1 � 1 AN r.. I S y _ 9"W: 53.00' - 54 - 0, � \ 0 CRADE ----r - I S 55.3, [ NOW OR F 0 I � I� i r- R L Y ��d �^ - INSTALL APPROX. 15FT x 14 FT �� Gj► ""^ i BE&T ASSO('! 4j-LS -- i CONSTRUCTION ENTRANCF;FXfT (TYP} SF DE TAIL D.B. 1205, '. 8 2 �. 14.00 d N i ZONED nj; e Y� 4.2i GARAGE FT bro �- II INSTALL APPROX. Gq FT X 14 % J C S TO R A E F �. i CONSTRLIC110;N E N?RANCE/EXIT J*I ! V!r TYP) SEE DETAIL €NSTALL APPROX. 94 1-1' CONCRETE CHANNEL ® 0.32% `:FE DETAIL z aOW: 51.00' 0 :TRADE r INSTALL APPROXIMATF?.Y 195 LF RETAINING WALL (TO 9F DESIGNED H.e OIHERS) s INSTALL 153 L.F. OF SEDIMENT FT:NGF (TYp) [[ YY F.L 54.64 ,' ''4 is 11 f. ... _ EI-:54.6 STORMWATER BYPASS BOX _ SEE SHEET C.4,1 TOW: 54.25' P? )W: 49.50' ' CM GRADE STORMWATER BYPASS CUTLET SEF 1 i 0.507. INSTALL APPROX, 95 LF CONCRETE: CHANNEL @ 0.32% SEE DETAIL Q / INS TALL RIP RAP APRON �X� { % % `{T'fI' j S. E DETAILI , INSTAL: EMP. RIP ❑AC AMR)M C , PUBLIC . ,.., u� ED INSTALL SEQIIvIENT / Ni3 AUG 2 B 2006 FTEMPORARY TR r fA7 F AP R I r OVERFLOW WE NS ALL APPROX. 7 F DX. 4 5 L. �.� INSTAL' Ar-°ROX. 474 L.F. "DIVERSION D€TCH � _..... _._ ._ YP} 5 � I „�, -----�'� �:;.! _- -- - __..--- �; _.-....__ ;�; ,; INSTALL CONTROL -LED _.----- �'_; _ - ;;� -� - -- - _ -- - ..-------._ .. --- - C? SEDIMENT TRAP O (T SEE DETAIL F-)IMENT FENCE SEDIMENT FENCE OUTLET 2 ( TYP) SEE DETAIL PRD�F # 11 USI Z +f') 5Ef DETAIL (TYP) 5EE DETAIL C.4.2 (�fUV'1 REVISION -_ 2 THE REVISIONS TO THIS SHEET ARE `_zt'R3 TANTIAL ENOUGH THAT THIS SHEET REPLACES THE PREVIrlUS RELEASE OF THIS SHEET IN ITS ENTIRETY. NOW OP FORMERLY HOLLY RCGF ASSOCIATE-S & 0TI-IER D.B, 1419, P, 89 ZONED R --15 NO EXISTING 3JSES I �U- -rRBANCE 09,267 Sa. 2.51 Acreg PROPER T`;, 95,548 Sq. 1 2.19 Acres 9 O U O -_J cn z O I z C) 0 cr W CL Q � U o 0 U 0 "o 0 c) ~ N Q Ln D O N Cn m LUi.} Q C� WNV oar ¢wN zlyo I - E— 0 0 z O � IZ c c � w U LU O q Z o 4 0�1-1 1 —1 N ci z r s; SHEET NUMBER C.3.2 i +ii , } 11�,� � � •.>'r t �a y, }r t'� �'+�r .'I; 'r<r, 'r � Ir f� .{fir . iS" �1, it � � ti rlr� 1i t `1�; (1) TOPOGRAPHICAL SURVEY INFORMATION PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, P.L.S.# L-2981. INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION. (2) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION. (3) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN. (4) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT 200 L.F. INTERVALS ALONG SEDIMENT FENCING ACCORDING TO DETAIL 6/C.4.2. (5) ALL DISTURBED AREAS TO BE SEEDED, FERTILIZED. AND MULCHED WITHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. (6) EXCELSIOR MATTING AND SEEDING TO BE USED ON SLOPES STEEPER THAN 2.5:1. (7) STRUCTURAL DESIGN OF RETAINING WALLS TO BE PROVIDED BY OTHERS. (8) NO WETLANDS ARE KNOWN TO EXIST ON SITE. -ROW ROW - q ROAD EROSION CONTROL SEQUENCE 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES ON N, HINES STREET. 2. MOW THE SITE OF TREES AND BRUSH, BUT DO NOT GRUB. 3. ERECT SEDIMENT FENCING AND CONTROLLED OUTLETS AROUND PROJECT SITE. 4. CONSTRUCT SEDIMENT TRAP. 5. CONSTRUCT TEMPORARY DIVERSION DITCH. 6. GRUB SITE AND REMOVE DEBRIS. 7. GRADE TO FINISH ELEVATIONS STARTING AT GRADE BREAKS. 8. ESTABLISH TEMPORARY VEGETATIVE COVER, 9. CONSTRUCT BUILDINGS. 10. REMOVE TEMPORARY EROSION CONTROL DEVICES, 11. ESTABLISH PERMANENT VEGETATIVE COVER. NMP EIR ROW- -•- ........... ROW l WATER MAIN LOCATION (APPROXIMATE) wtr XtSTING 6' w wtr tr z CONNECT TO EXISTING 6" MAIN. (TYP.) SEE DETAILS a 1 5 04 PROPOSED MH-3 U RIM: 55,34 IEour. 47.93 c0 INSTALL 45' BENDS (2) 10.0' SEE DETAILS i< 3 z_ INSTALL APPROX. 94 LF CONCRETE 4 CHANNEL ® 0.32% SEE DETAIL C.4:1 r I I INSTALL APPROXIMATELY 185 LF 1 RETAINING WALLBUILDING (TO BE DESIGNED BY OTHERS) (N.I.C.) jj FFE--56.25 I DISCHARGE INSTALL APPROX 10 I DOWNSPOUTS TO LF 12"0 N-12 PVC CONCRETE CHANNEL ROOF DRAIN ® 1.25% STORMWATER BYPASS BOX - ' - ""'"'- NC R T }1A N SEE SHEET C.4.1 SEE DETAIL 2 C.4.; R /W 56' OF 18" HDPE a 5% I Eour. 49.0 INSTALL RIP RAP APRON (TYP) SEE DETAIL r3 R/W ROW ROW ROW Rb OE REVISION - 2 A) ADDED DRAINAGE AREA NOTE pC� SCALE: 1" w 20 20 0 20 S� SCALE OF MAP MAY VARY / DUE TO METHODS OF REPRODUCTION. RO\N T ti tc = NORTH HINES STREE I.T PUBLIC)�� \ EOGL �- r 60` gI W (ASPH A _. �..r„'" _ J r• _ rEXISTING SEWER MH INSTALL APPROX 13 LF RIM: 53,54 8"0 SDR35 PVC ® 8.17% �� IE ,: 45.92 N31'11'47"W _ IE ar 45.82 CONTRACTOR TO REMOVE EXISTING BOOT, INSTALL 4 NEW PIPE. SEE DETAIL C.4.3 � Et PROPOSED MFL�1r� �- --RIM 56.17 - IEwr, 46.9 SEE DETAIL (TYP.) EMN a (CC) ROJ$ 1�5 co 3� G � G CONNECT TO EXISTING 6" MAIN. (TYP.) SEE DETAILS \ APPROXIMATELY 110 L.F RETAINING WALL (TO BE DESIGNED BY OTHERS) \\INSTALL (N.I.C.) 4 INSTALL APPROX. 650 LF 6" C900 PVC WATER MAIN 3 SEE DETAILS to INSTALL APPROX 68 LF" 8"0 SDR35 PVC (9 0.5% PROPOSED SEWER LATERAL SEE DETAIL (TYP) SEE' DETAIL 7 C.4.3 INSTALL 22.5' BEN �r SEE DETAILS C.4.3 C.4.3 INSTALL APPROX_ 1CO LF 8"0 SDR35 PVC @ 0.5% SS N49'31'18"£ )SED STORMWATER INFILTRATION BASIN PROPOSED MH-2 RIM: 55.85 IEH-e: 47.44 IE W-w. 47.44 IEovr. 47.34 INSTALL APPROX. 140 LF 8"4 SDR35 PVC @ 0 5% SS S49.3118"W SS y � - ALL 6" C900 PVC WATER MAIN /BUIL_DING #2 'BUILDING #lD FFE=56.2 FFE= 57.25 x DISCHARGE DISCHARGE DOWNSPOUTS TO DOWNSPOUTS TO CONCRETE CHANNEL CONCRETE CHANNEL CONC INSTALL APPROX. 433 LF CONCRETE CHANNEL -_ PROPOSED INFILTRATION BASIN ' BOTTOM SURFACE AREA=5104 SF WSEL=54.60' BOTTOM EL=52.0' EXISTING DITCH ROW ROW ROW 12.0' PROPOSED STORMWATER INFILTRATION BASIN SEE SHEET C.4.1 SM[T[-1 STREET \� 60' R/W (NCDOT SR 1425) PROPOSED MH-3 RIM:56-57 IEour. 48.14 INSTALL WATER METERS (TYP_) SEE DETAIL / C.4.3 �- r BUILDING ,H4 XVFFE=57.5 DISCHARGE DOWNSPOUTS TO CONCRETE CHANNEL ROW -�----'-----..�\l4eY INSTALL 45' BENDS (2) �-- SEE DETAILS 3 C.4.3 INSTALL RIP RAP APRON (TYP) SEE DETAIL 3 INSTALL TEMPORARY SEDIMENT TRAP (TYP) SEE DETAIL ♦ OR INSTALL RIP RAP APRON (TYP) SEE DE -AIL 3 C.4.2 ROW ROW ROW _ ........... r _ _..w .. _.._ .._._._....Y .__.. _. _ .._ - ..r. _ Z i O U Ix cn z U � Q O Q__j 0 0 � � d 0 O S O (D co o 4 \ � o 0 w w W z z Q SHEET NUMBER C.3.3 _F, .� _ - _�_ _.-_. .-. _. _..-.i__.—_��-.-»...aim._..__... �_•—_"e ._..�..... __'_-_ __..._ •-_ ____. _.. .�a.0 .0 u..a i4l.ua�a a�a• �i—a•-.f-.•-..w. .���... Al w •Y •[. s w Y / w w w w w w oz o 1 w W V w w w \et s!t w w w w w w Fx� w w W w w w w w w W 11I W w u % l 1 1' DIRECT DOWNSPOUTS TO w W w A. It, w 215' CHANNEL (TYP)t' f w *Y TREELINE W w w � � i � /// fl�J// ,�t, r f,. J � f% /F/ r/J f r.•� r /J f�F %/ /�" �f/ i r' e',,� 'r /r;'", i;/ r - w w w w u f w W w W Ns,/� N w Jbd 3.512.5 _ W v w w V - w w W w W w v 14 1V \% � � %+ % � �/f' � /'�r %/ '` ; //� / / f� / / J ,{�f/�/. - '/'� �f .: fl . f �'✓'%i '/ • ," i � r i / r f 'r / . i %� r1 r' // Jir t � !:r ; f .'%/,/ . / J /' ' -r rr/%,%/�/,'` �, �" rr r .'r', • r- / w w w W W W W w 3. -,// y;r .ti, ,,ir ♦4J '`l/ '•;J - - ,i, . v w V w w. 14, IV w w w w w w w W W w w ,�, 14.2' IV 11, yv w w •v .t \i/ Vf / / w w w w w w w w w v 4.1 ' --- 8" �— W ' /�'�!%% '//f✓.�,/I�/I/%�J/'!' r' '/ r•Jrfj%!•'"r'%f/` r`J/ ` -.r/ w w w w w w �/ \'! '.�J �I '� r ', J%r' / , 'J '�`///�t -rif r r r . ' ; J • � " i/;- wTREELINE / ' �� . F/ �ir5.2 \, �f� 55.50 xx r" w v yr w Jr ! 1.2, ;1 w w W w w 51.60. INI ILTRATION to 1p BASIN t W w w w w 6.5' w w w s w w c !I/ x 53.40. r/ 4' 41 -REEL�iNE w �'Is w if w w 4- w d %/r y+' W w W I / j r �� r - -., ' � j/ • /.-.' I r' f r ; �'� , _ $' CONCRETE RETAINI w w w w w 1.0' % (TO BE DESIGNED BY OTHERS •�� � �� N.I.C. ,,- f, 6.0' w w w w w y TO w w v. w .I• w .� �/ /J// BYPASS r /� ///j/� //////,// //�t ' 4;,• f.. , ; . INFILTRATION BASIN PLAN SCALE: 1" = 2' kC.4.11 TOP OF SPLITTER BOX ELEV: 55.50' BYPASS WEIR & WSEL ELEV: 54.60' WEIR CREST TO Bi ELEV: 53.40' BYPASS LINE OUT: ELEV: 51.50' BOTTOM OF STRU( ELEV: 51.00' REVISION - 2 A) INVERT ELEVATION WAS CORRECTED. B) ADDED DIMENSIONS FOR CLARIFICATION. -� 6.0' ---- 214.7' 154' r TOP OF WALL(NORTH): 55.5' i 2 A TQ2 OF WALL(SOU TH ). 55, 25' INVERT IN: 53.40' �, rf, 18" H D P E >I INSTALL 12 OF ABC — W —APP_RROXIM_ATE ELEVATION --- WATER TABLE 50.0' INFILTRATIO SCALE: NOT TO SCALE 0.92% ..* - 2.5' ---.-� 2.5 ) CONCRE PLAN SCALE: NOT TO SCALE "tt� OUTFLOW/BYPASS 18" HDPE 5' TOP OF WALL(NORTH):56.50' 3.5 -a-- CONCRETE f'c= 4000P� SPUTTER BOX DETAIL PLAN SCALE: NOT TO SCALE 114FLUENT CHANNEL BYPASS BOX DETAIL K*4 SCALE: NOT TO SCALE CJ-1 4.4" FREEBOARD MAXIMUM PONDING ELEVATION: 54.60' F 52 0' INFILTRATION BASIN BOTTOM ELEVATION: 52.0' � 4" SAND ��l-'�i '�i1~' iEI'`#Ii` 'm-1 11�Ii��i ��� ���i=�11� - i �'fiIf, M Ili I�111'-ifG �-� �-II ir— imTj=!!j[Eiirr 1rrx fr" EXISTING XlSTING EARTH—r fr,—rrr�—�rir�—m-IIjL7jl�II. &=--ai rr— mJ! �m m tire! `m�! lrrr—srs—x I 1—mE N BASIN PROFILE 5 C.4.1 ONCRETE , ., UNLESS OTHERWISE DENOTED. DIMENSIONS ARE IN FEET SCALE: 1 " = 20 20 0 20 SCALE OF MAP MAY VARY DUE TO METHODS OF REPRODUCTION, 0 :3 L o � a •V ti L ai o ID N Ll O Q � O Z �- d a: J U O O U O Ld � J Q O O � � � o C,) c! Z 0 Q p 2 3 3 a_ a � w o Q z a z w a a ~ N SHEET NUMBER Ca4.1 O O N v- Q N O cz �O Q w z Q cr_ Q- T o U v, 0 � u- 0wo= U o¢D Lq ¢w� z O u- O U z ',�Itflfllfllfffff,. y < Z• L, rrr+nuw ... y r, , i, �,' + t -•r s !4 , �; S'°l 4 •i ,' rr,''•:�,;I �,. sr �i `i ; s'r �'t •�' { tar ;'i. - (tr,,rr y}1 ,Lr�,.=� ',,. �.sj ,I� �1 },� r }'r j , i � ,'•7, r'} , t li'3 s} J, !''. i fl 1-I�t'1ry+yrl 4r i�'�; �;•f il�F�f 1 -J f�. 225' _ _ _ __. ._. .•l_..._.._lEl�'_i'._:1 ;!'!�. S._ f it .1' �.f�1. � .., .�_ _ _. fl.__ F 11i....:151 ��.L �E�.3....L._�. �- CONTOUR LINES r---r 20' ,,�_ EXISTING g" EXISTING RUSHED STONE GROUND GROUND � .,. CRUSHED STONE PROVIDE TRANSITION BETWEEN CONSTRUCTIO NOTES: PROFILE ENTRANCE/EXIT. PLAN 1. STONE SIZE -- 3-2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE PERFORMED ON A SURFACE STABILIZED WITH CRUSHED STONE, DRAINING INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. 3. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE • AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 4. MINIMUM DIMENSIONS: (ALSO SEE EROSION CONTROL PLAN THIS SHEET) LENGTH AS EFFECTIVE BUT NOT LESS THAN 50 FEET. THICKNESS NOT LESS THAN EIGHT (8) INCHES. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OF EGRESS CONSTRUCTION ENTRANCE EXIT DETAIL rT� SCALE: NOT TO SCALE kC.4.2 1/2" GA. ERMEDIATE 'ES, TYP. r C I N ELEVATION 10 GA. TOP WIRE FENCE POST STEEL HOG WIRE TIED TO POST(OPTIONAL) FILTER FABRIC (32" MIN. WIDTH) EXISTING GRADE FILL SLOPE -WIRE & FABRIC TO BE TRENCHED 6" MINIMUM INTO GROUND & BACKFILLED WITH STONE. SECTION NOTES: • WIRE: 32" MIN, WIDTH HOGWIRE, 10 GA. LINE WIRE • FABRIC: MIRAFI 10OX OR EQUAL • STONE: #4 WASHED STONE, TO BE PLACED 6" DEEP • POSTS: METAL - 6' LONG, TRIANGLE STEP • SPACING: PLACEMENT OF POSTS USING HOGWIRE TO BE 10' APART (MAX.) PLACEMENT OF POSTS WITHOUT HOGWIRE TO BE 6' APART (MAX.) TEMPORARY SEDIMENT FENCE DETAIL r5 SCALE: NOT TO SCALE C.4.2 A EARTHEN RIDGE Al, CUT OR FILL SLOPE .:...! 2 MIN. EARTHEN RIDGE VARIES - SLOPE CONSTRUCTION SPECIFICATIONS 1. THE DIVERSION SHALL BE CONSTRUCTED AT THE TOP OF THE FILL AT THE END OF EACH WORK DAY AS NEEDED. 2. THE DIVERSION SHALL BE LOCATED AT LEAST 2 FT. INSIDE THE TOP EDGE OF THE FILL. 3. THE SUPPORTING RIDGE OF THE LOWER SIDE SHALL BE CONSTRUCTED WITH A UNIFORM HEIGHT ALONG ITS ENTIRE LENGTH. 4. DITCHES TO BE TRAPAZOIDAL IN SHAPE WITH SIDE SLOPES AT 3:1 HORIZONTAL: VERTICAL AND BOTTOM WIDTHS AT 18 INCHES. MAINTENANCE IF THE PRACTICE IS TO REMAIN IN USE FOR MORE THAN ONE DAY, AN INSPECTION WILL BE MADE AT THE END OF EACH WORK DAY AND REPAIRS MADE TO THE MEASURE IF NEEDED. THE CONTRACTOR SHOULD AVOID THE PLACEMENT OF ANY MATERIAL OVER THE STRUCTURE WHILE IT IS IN USE. CONSTRUCTION TRAFFIC SHOULD NOT BE PERMITTED TO CROSS THE DIVERSION. DIVERSION DITCH FLOW RATE MIN. SLOPE DITCH DEPTH BOT. WIDTH TOP WIDTH VELOCITY [NAME] [CFS] [%] [FT] [FT] [FT] [FPS] DITCH TO TRAP 13.40 0.50 1 1.50 p 0 1 9.00 1 3.47 DETAIL SCALE: NOT TO SCALE CA 12" THICK BLANKET OF 1/2- .. Ie • ON .. \•,•. . 18.0 r ....•.•.•.•CROSS- SECRON. DESIGN SETTLED TOP r WEIR LENGTH BASIN SIZE LENGTH WIDTH TOTAL DEPTH WEIR LENGTH [NUM] [ACRE] [FT] [FT] [FT] [FT] A 2 2.89 96 48 3.00 8.0 B 3 4.43 1 116 58 3.00 1 11.0 SEDIMENT TRAP DETAIL DETAIL SCALE: NOT TO SCALE "2 CA -- -4 i / rri rr r SEDIMENT FENCE STONE OUTLET CLASS 11 RIP -RAP BASE WITH WASHED STONE FACE ELEVATION 2' CLASS 11 RIP RAP Err N0. 57 WASHED STONE SECTION CONTROLLED SEDIMENT FENCE OUTLET DETAIL r6 SCALE: NOT TO SCALE C.4.2 • A TEMPORARY DIVERSION �--� U. W: �✓ pf7CH DISCHARGE FLOW 6 BOTTOM OF DIVERSION DITCH: SLOPE = O 01% 6.00' o �- w c� Qz =w cn o ow 0 SECTION A -A LAYER OF WOVEN PAPER NET AS FILTER FABRIC GENERAL NOTES: 1. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 2. SIDEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS BUT NOT LESS THAN TWO THIRDS THE CHANNEL HEIGHT. 3. THERE SHALL BE NO OVERFALL FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE RIP RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. 5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. RIP --RAP APRON FOR CHANNEL FLOW DETAIL 3 SCALE: NOT TO SCALE HANDICAP RAMP GENERAL NOTES: PROP.CONC. EXPANSION 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE SIDEWALK JOINT PROPOSED REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. CATCH ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' BASIN INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY ROAD STRUCTURE. a 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 1/2" L10-0" I 3. WIDTH OF SIDEWALKS ON THOROUGHFARE STREETS EXPANSION o 1/2" SHALL BE A MINIMUM OF 5% WIDTH OF SIDEWALKS IN JOINT EXPANSION THE CENTRAL BUSINESS DISTRICT WALL BE DETERMINED JOINT BY THE CITY ENGINEER. 1/2" 4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE EXPANSION STREETS SHALL BE A MINIMUM OF 4'. JOINT 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. 6. CONCRETE SHALL BE 3600 P.S.I. IN 28 DAYS. 1/2" EXPANSION JOINT 1/2" EXPANSION RIGID 1�4" FT. JOINT MAY BE `.�: s''%':.:�:;�r •.: 5TRUCTUR OMITTED ;•.-;:? + -1/8 " RADIUS GROOVED JOINT IN SIDEWALK PROPOSED 4" PROPOSED CONCRETE CURB & GUTTER DINT SEALER SIDEWALK r 1/8 RADIUS 1/8" TO 1/4" DETAILS SHOWING _EXPANSION JOINTS SURFACE OF PAVEMENT IN CONCREJE SIDEWALK ;�: :<< ,: •.•.•.;� . 7 • JOINT FILLER CONCRETE SIDEWALK DETAIL 9 SCALE: NOT TO SCALE C.4,2 2' 6' 1'-6' 1/2' R. 3' R. 04 It co ; • i' �. .. ro 3000 PSI CONCRETE GENERAL NOTES: CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAY BE ALTERED AS DIRECTED BY THE ENGINEER CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2- SHALL BE OBTAINED. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. ALL DIMENSIONS SHOWN ARE FROM CURB FACE 2'- 0" CURB AND GUTTER SECTION SCALE NOT TO SCALE 4" WHITE PAINTED STRIPE a 6" VAR. SLOPE NOT 5" TO EXCEED 12:1 / " T rBACK OF CURB 1. 4'-0" 3'-4" 4'-0" ,..,._FACE OF CURB ELAN _FOR -MIDDLE OF BLOCK 4'-0" FULL CURB B.O.C. ELEV. F.O.C. ELEV, GUTTER LINE HANDICAP RAMP DETAIL SCALE: NOT TO SCALE 12.5' b of SYMBOL NO7 TO SCALE A HANDICAP PARKING STRIPE DETAIL r7 SCALE: NOT TO SCALE kC.4. SEEDING SCHEDULE SEEDING MIXTURE SPECIES RATE (LB/ACRE) DATES PENSACOLA BAHIAGRASS 50 SEPT 1-APRIL 1 RYE GRAIN 25. SEPT 1-APRIL 1 KENTUCKY 31 FESCUE 25 SEPT 1-APRIL 1 SEEDING MIXTURE SPECIES RATE (LB/ACRE) DATES PENSACOLA BAHIAGRASS 75 APRIL 1-SEPT 1 BROWNTOP MILLET 35 APRIL 1-SEPT 1 KENTUCKY 31 FESCUE 50 APRIL 1-SEPT 1 SOIL AMMENDhdENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10--10 FERTILIZER. tau-LIC� APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10--10-10 FERTILIZER. RESEED, FERTILIZE, AND MULCH DAMAGED AREA IMMEDIATELY. SEEDING SCHEDULE DETAIL SCALE: NOT TO SCALE 4. �i L N co C co •N •`L Ll L ` 0 O cn Z U ti I- O �•' J Z L o (� Q Z LiJ O Q 0 U z O 0 ti a z 0 4 SHEET NUMBER C.4.2 Lo © N O D N D c� Q C3 Q w D W c� o o••'' ''• �'- wt NIs.I QW� s* z z=:rcGp'•��'d Q' QLL '�i '•N►..• O V z f rp-r lo ��4 •I 1 �' ' Li`•'�' I is - _ •`_. i.,f `, ;' �:' �. .r..' 1�' .,'. �.-.r'•r, ._.lii`,. 0� I I II I 1nit% .t•tt. .'4 _._s;- -'�?d .. _.•.i'•'t 4 :et_ I•_._:1. 7 t'.e. it I.__ .1_lli"i..33" hkk . A! �L'1 r5':['!t,!!. 1 ' 'P.V.C. PIPE SHALL. REQUIRE A 2500''F CONCRETE FOOTING e 4 NOTES• 1. CONCRETE SHALL NOT CONTACT BOLTS OR 8" GATE ENDS OR MECHANICAL JOINT FITTINGS. VAVLE 2. SEE STANDARD THRUST BLOCKING TABLE FOR AREA OF CONCRETE REQUIRED, 5/12 FLANGE _ 0 ■ ; ■ 1 j • • am 0 m MIN PROPOSED 6" C900 PVC WATERLINE PROPOSED 6" C900 PVC WATERLINE ELEVATION 6" x 6" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL ---- SCALE: NOT TO SCALE C•4.3 CLASS "A" CEMENT GROUT POLYPROPYLENE COATED STEEL M.H. STEPS --' ALTERNATE AT 12" VERTICAL SPACING. FLEXIBLE COUPLING CAST IN BASE OR INSTALLED IN CORED HOLE WITH STAINLESS STEEL COMPRESSION DEVICE 3,000 PSI CONC. AND BENCHES. BUILT UP INVERT 24" pZq 7" MIN. —� Y to STEPS � JOINT so a _STRAIGHT WALL OF M. H. TO BE LOCATED OVER INFLUENT PIPE s O r- �' ��� B 2" FALL -1 ANTI -FLOTATION COLLAR SMOOTH, LONG RADIUS BENDS DEWEY BROS RCR 2001 RING AND COVER WITH TWO VENT HOLES — MARKED SANITARY SEWER. USE UP TO OBC! R ADJUSTMENT 5" z I PRECAST MANHCLE SECTIONS — a MANUFACTURED ACCORDING TO > ASTM C-478 WITH O---RING GASKETS ( ASTM C--443) OR w BUTYL RUBBER SEALS. a o SEALING RUBBER BOOT I OR SLEEVE CAST IN AT ELEVATIONS IfMANHOLE AND ANGLES SHOIVN ON co PLANS. CAST RUBBER AEBO TNSICAL L MH CLAM ) MANHOLE FLOOR -PL&rA NOT TO SCALE 6" EXTENDED LIP NO JOINTS FOR PIPE WILL BE ALLOWED IN WALL SECTION STANDARD MANHOLE ASSEMBLY 007 DETAIL 4 SCALE: NOT TO SCALE C.4. CEMENTED IN PLACE NOTES: A. METER BOX TO BE SUPPORTED ON BRICK OR BLOCK. B. ALL BRONZE SINGLE STRAP SERVICE CLAMP C. METER YOKE WITH LOCK STOP 9" RISER, 5/8"X3/4" D. METER BY THE TOWN OF HOLLY RIDGE 5/8"X3/4". STANDARD WATER CONNECTION DETAIL AND WATER METER DETAIL r2 SCALE: NOT TO SCALE kC.4.31 GATE VAL ALVE BOX COVER 'ALVE BOX SHAFT VALVE BOX BASE ATER LINE TlI TYPICAL ,GATE VALVE, VALVE„ BOX, 8c PROTECTION DETAIL 5 SCALE: NOT TO SCALE kC.4.31 TRENCH WALLS MAY BE SLOPED DURING CONSTRUCTION ONE 2'-O„ APPROXIMATE FINISHED GRADE 36" MIN. COVER 6" LAYERS OF HAND PLACED COMPACTED BACKFILL. PIPE PROVIDE UNIFORM AND CONTINUOUS SUPPORT OF PIPE VARIABLE THICKNESS BARREL BETWEEN "�'' .'� '• OF SUITABLE MATERIAL BELL HOLES � �� �� ,� �� J TO BRING TO GRADE. NOTE: SOIL FROM TRENCH TO BE PLACED WHERE RUNOFF WILL RETURN TO THE TRENCH. RETURN TRENCH AREA TO PREVIOUS GRADE UPON COMPLETION OF PIPE INSTALLATION AND COMPACTION. CLASS C BEDDING FOR PVC PIPE DETAIL r8 SCALE: NOT TO SCALE C.4.3 R/W ORARY a REACTION BEARING AREAS FOR HORIZONTAL SEWER FORCE MAIN BENDS BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET) ° 0, rlo: a � �04-P��JF 4 �\ �\ oo qo �$O=4 G ��p�' �t� �� �; �o U� ��o ,`P of �' o00 ooq �O 4� �o'goq �1' O c,J Q C�Q` �o ry q�' �4' <�- - q q 6" 11 1 4 1 1 1 1 1 1 1 22 2' 2,207 1 2 2 1 1 1 3 1 go 970 34 PLUG 16" 11 1 4• 7 22 1 2' 45' 3Q.779 1 8 16 19 4 4 8 31 4 90, j 56861 15 29 35 8 8 1 1 57 6 PLUG 40,213 10 21 25 1 5 1 5 _1 0 41 5 NOTES REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THURST VECTOR USE 6"-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR TYPICAL THRUST BLOCKING DETAIL AND DESIGN QUANITlY TABLE DETAIL r3_ SCALE: NOT TO SCALE C.4.3 TRAFFIC WEIGHT PLUG 3" 6" DUCTILE IRON RISER SECTION 6 p. 6 , COST OF CONCRETE TO BE INCLUDED IN UNIT PRICE OF CLEAN OUT. +++ ' + NOTES 1.) DEPTH OF SEWER LATERAL AT R/W TO BE CONCRETE COLLAR SUFFICIENT TO PROVIDED SEWER SERVICE TO LOT. 2.) ALL P.V.C. SEWER SERVICES TO BE SCHEDULE 40. R/W 45' LONG RADIUS BEND CLEAN OUT-'- + + + ++ + + + + ++ + MINIMUM 3000 PSI + + ++ DIP CONCRETE BLOCKING + + + BEND 6"-45' DIP WYE ++ + +++ + + + + + ++ + + 1� ++ +, + ++ + + ++ + FLOW DIP _ 8" SDR35 PVC PIPE + ++ $+ ++ + P,VC PPE 6" 1 ++ + + '_ +t 24" CAP AT THIS POINT WHEN USED AS END OF LINE CLEAN OUT. NOTES: 1. CONCRETE COLLAR NOT NEEDED WHEN CLEANOUT OCCURS IN CONCRETE PAVEMENT. 2. DUCTILE IRON PIPE AND FITTINGS TO BE USED IN CONCRETE BLOCKING. CLEAN OU T DETAIL r6 SCALE: NOT TO SCALE C,4.3 2" ASPHALT CONCRETE SURFACE COURSE 645) ISE (NCDOT SECTION 520) * THIS MIN. HEIGHT IS PROVIDED DURING CONSTRUCTION AND MAY BE LOWERED BY THE LOT OWNER DURING FINAL GRADING. 18" MIN.* O U z � BUILDING 45'; SERVICE LINE---1 M BEND COMPACTED SUBGRADE UPPER 8" MINIMUM OF 98% STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM 698) BELOW 8" - MINIMUM OF 957. STANDAR PROCTOR MAXIMUM DRY DENSITY. FILL - MAXIMUM 8" LIFTS AS REQUIRED MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE N.C.D.O.T. STANDARD SPECIFICATION FOR ROADS AND STRUCTURES. LIGHT —DUTY ASPHALT PAVEMENT DETAIL 9 SCALE: NOT TO SCALE kC.4.3 CAP AT THIS POINT WHEN USED AS END OF LINE CLEAN OUT. SERVICE LINE PLAN �I 0 L_ PLUG & CAP GROUND SURFACE MAIN SEWER 45' WYE BRANCH SCHEDULE 40 P.V.C. 45' WYE SLOPE 1/8" PER FT. MIN. 1 /4" PER FT. PREFERRED 45' LONG RADIUS BEND SEWER SERVICE MAIN LINE ELEVATION 45' WYE BRANCH LATERAL CONNECTION DETAIL r7 SCALE: NOT TO SCALE 0 z 0 Q U SHEET NUMBER C.4.3 - t.