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Home My WebLink AboutSW8010405_APPROVED PLANS_2019082019 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 0(0q 0 c) DOC TYPE ❑ CURRENT PERMIT E?PPROVED PLANS i ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ;dT vg ao(q YYYYMMDD RoSITE 3soo oo3Aoo7-o00 12s5 ACRES - oT10�POND NO. 2 D ION POND NQ 1 a REVISIONS 126.33' 9.83' 1 1 = 60 °{erDoscript,i,on By R03600-003-007-001 6.68 ACRES JK R03600-003-002-000 3.88 ACRES 5� 4 #57 STONE TOTAL AREA 23.21 ACRES t OVER GEOTECH FABRIC cv "> "-�� JK ZONING R-15 �1 C �� eJET C�lllo BUILDING AREA 32,561 SF U �P 1 iO n m n 1s DA 1 DE PARKING AREA 72,215 SF Im o J ET CONCRETE AREA 9,101 SFLC PROPOSED PARKING AREA 9,930 SF j O "� ' / "TMD�wc RD to opaexr tF37� J DA 1 IMPERVIOUS AREA 123,807 SF =1I Owl" o o DA 1 PROPOSED GRAVEL #57 AREA 5.429 SF I I a a (PERVIOUS 100%) 06 DA 2 IMPERVIOUS AREA 23,551 SF a DA 3 EXISTING BUILDINGS 3.113 SF DA 3 CONCRETE 183 SF GO DA 3 TOTAL IMPERVIOUS ARFA 3,296 SF °; }Ii 736 SEATS IN SANCTUARY GRAVEL SECTION i o 0 PARKING SPACES REQUIRED 184 0 26.33 100 59.77' 0 PARKING SPACES PROVIDED 270 I 120' HANDICAP SPACES REQUIRED 6 NTS I HANDICAP SPACES PROVIDED 6 1" = 60' VICINITY MAP LANDSCAPING AREA REQUIRED: 9,714 SF � LANDSCAPING AREA PROVIDED: 10,780 SF EXIST. 55LF - 60"CMP®3.4% � +------+•--- D.1. 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' N0.},u 1 ° . �-i �` "�D�G\S _ 1 12) W 4' I/ d' co\ NS c RIM '38.5 o D 38. 13 ACJW PROPERTIES LLC 'FQU' I { I_I x y � Pr W PID R03614 005 008 = - ? - - - 000 - - - -' - -- -- A i • INV. �36.2 INV. 36 0 �� PROpO �851 If OTHER3� a I _ MATCH'�'` SP EXISTING 1 RCP 40 I I HALT GRADE 43.6t ENGLISH JAMES T JR USA RENE - I •N!1 PID:RO3614-001-1037-QOO \ I a 4s I I COASTAL `COMMUNITY BAPTIST CHURCH J / / J-- --_ -- EDENS CHARDS RAY �D. 8 al �\ g w 1t N 1 `v r \ _ /PID: R03600-OQ3-002-000 C I r D- 'RO�614-004 005-ow _ __ s - -- - luluu I Teresa J. Bigford - 11�9�.106��1`� l`t �t//�,, PID RO3614-005-009-000 f _ dd 1 r = c D A 1 Mtn$ RUSSELL LEE JR ELLEN D �� ) t `' r 1 BY, y' 17374 -PI D R03614-001-036-000 a - ' ti - - --�-r- - - - - - - LEGEND r ' - -- - - - - - ---�- - - - - r-� - - 1. i 1 , ; DA_ 3 IE�117 r 1 Y I J O ( - - -- C) w °0 0 I o 0 I ro EXISTING CONTOUR 0 n z9s3 EXISTING SPOT ELEVATI DATE 08-24-01 O O O y (90 NO ° J o = 0 S Z O 0 EG O o PROPOSED SPOT ELEVATI DESIGN PGT 00 } w f-- 0 01 l ¢ ° w d' - I IL of I I __� I O W } I F- r7 d Z ¢ p O O ¢ I O O "--- I I ° 0 O cn 3 0 r � '`1 DRAWN MVL o w o z Y o z 0 z I Y 1 a o = o 6 0 I I ® DROP INLET w/INLET PROTECTION m w ¢ w 0 r M1 z °o o z -j 0o ¢ O STORMWATER RUNOFF DIRECTION I - a J m W o m z I 2 0 I I CONCRETE AREA 0 N W �1 SITE PLAN w o ¢ o LLI> ¢ � I ¢ � 0 31� w � � o 0 1 o 't ILLIg `r zU1 ¢ d o (O � o ¢ M wa j wM � � aco p � 175 ( ) LANDSCAPING w AREA 1 co co w z = z Lu ¢ a 0 5 o z , r7 M I I BAR SCALE 1 =60 Q / L O M Y M W W U o K 2 z c3 41 O J IO � � J D It . Q O O Of O Of J - X .. W O' V) r W ¢ w 0 0 In 0 w o = a o 0 W w � 0 0 a z i �1 Q I I LIMITS OF DISTURBANCE ao ; 0 I- m > = a a O0 a o » ¢ w o z o ¢ o o dJ B a 4 GRAVEL #57 STONE SHEET 1 OF 3 > m ° a o a 60' M, 0' 60' 120' f80' 01017 r a 4 1 STPE REVISIONS Dote Description By 17 4 " JDW VICINITY MAP _"IS EXIST i reputed owner — — — .� � — — � reputed owner Mollie R. Johnson Exletin �^+ I Janice Boyd Ward `\ D.B. 1397, Pg. 209 , Lake D.B. 2165, Pg. 959 71 i Z S51'59'26" o if2l _. ._ _ -- _.. Aft ` .__. — — y �' TSF TSF 3 .�• _ _ - _._ _ - _� _ _ - ----- - - _ "" yER 60 R AD SR 1 345 _ /W (Public)ry r OK eok a O i , t- " -,. 35' Fa{ SACK. 228.70'� — moai . _ 14 0LLJ E-4 p �u , , T � r 1� ( g CNS PROPERTIES LLC 1 IW+1 Z �1 (zf - vW BUILDING `J � *f �w 1w PID: R03600-003-005-000 PROPOSED A 1-4 v .. r a t"'� 1 I t � I `•• `l' 0 PA L — — -- — — — — *^*« -�'t t�= — _ — — — — 25 REAR�B — — — r-�Ir — — t -- — --- — = — ,~ _ SETBACK L. OPEN p17 ,fil: `ti ` '� . . RE A • « . _. .«L t CONTROL 575.612 CORNER ,; • N 54'12'34" W 1070.15' U LIMITS OF DISTURBANCE _ - 4 v ' o r HEALING HANDS C IRO 4r _ _ A CH IRO � a' O I ` ( N ISTI1 t `J r" i PID: R03600-003 L004-000 00 F� t IG �a _U_IL-I -\- `I o NFWum ? REMOVE EXISTING w , R Pi- D OASPHALT/STONE/CURB (0 a .AS NECESSARY LOST SPRING R�ttSS' 0w LC PROPERTIES L �1 PID: R03600-003-199-000,' Y1� COASTAL COMMUNITY BAPTIST CHURCH N � I PID: R03600-003-007-000 ,� a < it + ' Z I � � 7 U� � �r !, rf _# ' g: -F� Z co _.g< - t _ i , I ( ,€ r � o v. r L � 1 OS7 SP �_ _ ; , ,# n m O m L / 4 K'ID Rp360ES CL ' $+. 1� OS y� 'ja rn 'n u �r i P R� -a PLO 0-00 t20 f 2V REAR SETBACK OOp 11 �1543a"11'W Ix Cr O N �I o co r COASTAL COMMUNITY BAPTIST CHURCH I EDENS CHARLES RAY I I Teresa J. Bigford 1 J PID: R03600-003-002-000 PID: R03614-004-005-000 PID:R03614-005-009-000 I reputed owner ' i I G. Allie Moore e I D.B. 1754, Pg. 979 SITE DATA ••• \��N1111€Nttp PROPERTY OWNER COASTAL COMMUNITY BAPTIST CHURCH PROJECT ADDRESS 7721 ALEXANDER ROAD `� EssiQ � 126.33 59.83 PARCEL ID R03600-003-007-000 ( I ( 1.4 _ S E A L _ AREA NOT IN A FEMA 100-YEAR FLOOD ZONE 17374 a, I TOTAL AREA 12.7 ACRES t N TRUENGRID PERVIOUS AREA 4.6661SF ( , I G ` 736 SEATS IN SANCTUARY m Z LEGEND Ei �` ` ;a PARKING SPACES REQUIRED 184 I r; PARKING SPACES PROVIDED 185 I I COD HANDICAP SPACES REQUIRED 6 DDATE ESIGN 05 01 19 N o HAPDICAP SPACES PROVIDED 6 i - i � CONCRETE AREA N 06 EXISTING BULDING 13,084 SF BUILDING AREA 18,510 SF (175) LANDSCAPING w/AREA DRAWN JET j BUILDING AREA 967 SF BUILDING AREA 32,561 SF SIN PLAN LIMITS OF DISTURBANCE m ASPHALT AREA 82,596 SF F,. TEMPORARY SILT FENCE of CONCRETE AREA 9,101 SF BAR SCALE 1 " 60' TOTAL IMPERVIOUS 123,797 SF TREES TO BE REMOVED C 2 6.33 100' 59.77' I LANDSCAPING AREA REQUIRED: 9,714 SF DATE PR�NTED WETLANDS -j LANDSCAPING AREA PROVIDED: 10,780 SF 80, m, 0' tn' im, 180' rI" ' ? 2019 TO BE REMOVED SHEET 2 OF 6 17048 gppg REVISIONS ate Description By CURVE DATA CURVE LENGTH RADIUS BEARING CHORD C1 87.95' 1 124.59' IS 30-32'24" El 86.13' . . . . . . . . . . . 17 O ¢0<fn Boa ISG DETENTION POND NO. 1 VICINITY MAP II I ( EXIT q-DOH - CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRIC UTILITY PERSONNEL TO RELOCATE EXIST. PP reputed owner — — ;� — reputed owner Mollie R. Johnson Existing r �..A I Janice Boyd Word ` DETENTION POND NO. 1 0 D.B. 1397, Pg. 209 lake ( D.B. 2165, Pg. 959 ` �\ TOP OF BANK 39.5 FLOOD POOL 34.65 �. 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B gford + PID: R03600-003-002-000 I PID: R03614-004-005-000 I ( PID:R03614-005-009-000 I reputed owner I -" I I I G. Allis Moore D.B. 1754, Pg. 979 'r E, r SITE DATA I I ( ( \`` u�iilr�rr, rr CAR PROPERTY OWNER COASTAL COMMUNITY BAPTIST CHURCH Essi / ' 126.33 59.83 PROJECT ADDRESS 7721 ALEXANDER ROAD I I I _ PARCEL ID R03600-003-007-000 0 _ S E A L AREA NOT IN A FEMA 100-YEAR ft00D ZONE 17374 N TOTAL AREA 12.7 ACRES t =z . TRUE GRID PERVIOUS AREA 4,6661SF I I I = LEGEND 736 SEATS IN SANCTUARY - PARKING SPACES REQUIRED 184 I I b I INLET WITH INLET PROTECTION PARKING SPACES PROVIDED 185 'o CONCRETE AREA HANDICAP SPACES REQUIRED 6 ( ( ( DDATE ESIGN 05 GT 19 Co N ;� HAPDiCAP SPACES PROVIDED 6 l _� DRAWN JET a (6 EXISTING BUILDING 13,084 SF + (175) LANDSCAPING w/AREA m BUILDING AREA 18,510 SF BUILDING AREA 967 SF BUILDING AREA 32,561 SF '�7 TREES TO BE REMOVED ai ASPHALT AREA 82,101 SF � LIMITS OF DISTURBANCE of CONCRETE AREA 9,101 SF ' ( Sl l r1 PLLLil`i C ��JJJ 26.33 100' S9.7T__. TOTAL IMPERVIOUS 123,797 SF BAR SCALE 1 '=60' LANDSCAPING AREA REQUIRED: 9,714 SF _ - LANDSCAPING AREA PROVIDED: 10,780 SF WETLANDS SHEET 3 OF 6 60' m, 0' 60' r2o' t60' x--TSFw TEMPORARY SILT FENCE • " 17048 g NOTE sm REVISIONS 1.) FIRE MAIN DONE BY OTHERS. NEEDS TO BE LOCATED Nof/ Description By �� PROP. DI � S MATCH EXISTING RIM 40.0 50' TEMPORRY — \ � ' _ — — INV. 36.9 r { GR�AUVELED E� 1323. 86' �� - _ ��}�/(EFLkA. , soRac CONST CTIQN — __— r.�•.... _r� i�� ice.,' •Y �4 W �J W� W J' . ,_ = ...... ...._ -_ 1 .y.cJ, __ , 1 , cw ENTRANCE r FRONT SETBACK TSF _ — w .40.24 - e 0 + l ' TS / - 4 1 ... 3. VICINITY MAP NTS — —W .` i, 4- 77 y y w 4TD 7 ., J � • 7 IL 2 1 BOX •„� 4 ' 3 \. r' t ,r •.,.._.. W W vJ' W I W r. ..%. ,v 35 � .3 _ t _ n - F.; C. ' 6 1 4 . - EX f d - 2 OZ 0 .tier f t W r W W W + • • ... .♦ '��•�i - �: _.'_ �." '� ! '� . i? y $ �"C>' i. _ ._._ F•'I 3 I N V. / / i a • .._... 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LOST SPRING oa o 4-4 PROPERTIES LLC SITE DATA C3� f r (, :' r ! �f' ''�' (� W - r - -� PID - 00 PROPERTY OWNER COASTAL COMMUNITY BAPTIST CHURCH � R03600 003 199 0 % i f H PROJECT ADDRESS 7721 ALEXANDER ROAD C O A S TA L COMMUNITY BAPTIST CHURCH PARCEL ID R03600-003-007-000 I AREA NOT IN A FEMA 100-YEAR FLOOD ZONE PID : R 0 3 6 0 0- 0 0 3- 0 0 7- 0 0 0 TOTAL AREA 12.7 ACRES t ZONING R-15 a • su,_ B � ��` � i J � TRUE GRID PERVIOUS AREA 4,666 SF 736 SEATS IN SANCTUARY ' PARKING SPACES REQUIRED 184 PARKING SPACES PROVIDED 185 q , HANDICAP SPACES REQUIRED 6 ( r ., - aF ' }` :.' - �:"C HAPDICAP SPACES PROVIDED 6 i r I EXISTING BULDING 13,084 SF _ BUILDING AREA 18,510 SF tt37 = SEAL BUILDING AREA 967 SF ( I _ - _ 1 32 561 SF _ , BUILDING AREA `_ — i , I I I ( 1 / O C� 4 t _, SPR/ ASPHALT AREA 82,596 SF CONCRETE AREA 9,101 SF !PROP / RE TOTAL IMPERVIOUS 123,797 SF l_.n,- l� ¢� L L LANDSCAPING AREA REQUIRED: 9,714 SF "`' ¢ . � c '� i LANDSCAPING AREA PROVIDED. ,360 10,780 SF r ' _ _ ! W r -.-. DATE 05 ,y01 19 _ 1 r 0 2 REAR �SE TB A C K DESIGN PGT RIM 38.8 > I A SITE PLAN INV. 36 .5 `l _ DRAWN iET T 1 . 7 n -- „ t RAP 20' RESIDENTIAL C 4 15 30 60 BUFFER x [ �� SHEET 4 OF 6 1 17048 - - -- : NOTE SUB REVISIONS 1.) FIRE MAIN DONE BY OTHERS. NEEDS TO BE LOCATED Move Description By 12 .33' __59.83'___ 951 CURVE DATA -- -- 188-7 CURVE LENGTH RADIUS BEARING CHORD N C1 87.95' 1 124.59' IS 3032'24" El 86.13' Q Cr 17 N O r7 .....-.._..._ 0 Oi 2fi.33 100' 59.77' 1 VICINITY MAP E�A!RNG DETENTION POND NO. 1 NTS 1 = 60 o�B u��A EXISTING_ CONTRACTOR SHALL COORDINATE I C { WITH LOCAL ELECTRIC UTILITY ` ' �' PERSONNEL TO RELOCATE EXIST. PP SAWCUT EXIST 1 REPLACE EXISTING WATER SERVICE reputed owner s reputed owner ASPNEESSARY 'URB ,1 fit ` EX_ 1" WATER METER Mollie R. Johnson Existing I Janice Bo Ward TO INSTALL 1 SERVICE TO BE PROPERLY D.B. 1397, Pg. 209 M Lake M^ D.B. 2165, Pg. 959 WATER SERVICE ` \ \ ABANDONED P STANDARDS `_, ,PER CFPUA ST -- "..,.,a.... ..�....,.".r.� PROP. 1.5 WATER METER rt- 4 x. \.�"�..�..,,.. ..'....."" f PROP. 2" TAP r , e RE HYDRANT PROP. 2 BACKFL PRLI/E T'j+,t < . t 51 55S 59' E 1323.86' r _ ' f w PLUG —� U — a4' ' ' N75 (( «_,+ �4 Chan 'm ' ence - - - - — 1�y l = q N J8!2 t i • ,<t� � PROPOSED ii `1 {� 0 ' 4 —LA IS,�IING� SRL� 27_-.PV�yV " 4> f .. - .,t` \ WATER _ E(3 r , , s ZY r - =, ♦' ' / 3 ' 3 s-, 228.70' 2� • IE Q �. CJ/y j. v , - _ _ ` t• r , . •V - _y .. 't I^�_a2. 1� ER" ...�l i.V � \ A1 � f ♦ i. / y 1 I j"� 1 `_- � ♦� � J' v `:cm} Y_ `t,}�"3 � ti W 11 o wr ♦ Dp �• ,, �` ` ��., i t d3 U- 5 REPLAAC � u� - ISTING M114 r 1PROP. �" SE{NER - r ' ' r' 0RJ ' CNS PROPERTIES LLC r W a . ( r ♦ FFE=¢1.5t ,- —'� ,� ti J � a' ; `�.,� - ,, n � h � ►�--� ` `.` . ` ♦ SERVICE`,TIE--lNTO 1z !/ ' - ` (MATCH I K /` v PID: R03600-003-005-000 11W A ` . .• !;' ,, +t\ EXIST)NG EXIST S'SMH ti .` � ` f J ,'{1 a 4� ;` �V (4. z (INSIDE .._ `.`. BUILD {IN DROP) i rs -', / J i l • ` • ` + _ NJ DE ' s I 29.8`1 e f -lit r f -_ ♦ 'WETL♦AND3 t i I EASEMEN '� � - � ♦ • ♦ . . a •w .+. + ♦ `. `♦ _" - '/ , t >a,fit �_ i � f x ', a. !.� - � / .. �s�• �.��a � _-. —....... _.. —.. -- � r f ♦♦ + +♦ + + ♦ �.A+ ` `i '" tt•i� �`' i�11 r a�` � � J J /"-..,..i_'_ - T� + .�. r= •T4 Zvi T. fit.T.T.T ._~. w +,. I , 1� OPEND14T ! IL i' F: 25' _RAR_ eAL9t - • t ♦ _ � _ RE SETBACK ' -- t., CORNERL ti T 1 • e V ..N 5472 5 W 1070.15 " : -' "_ ry ' i _ N 54 W 575.61' / f' u s fz7 eyt- 3. 3 �-�.� �— 7k' •y ( R a 1 1 I LIMITS OF DISTURBANCE '' i y — •° w.. HEALING HANDS CHIRO 11 �' a O -4� - Eki r x PRAK TIK LLC �� v n PID: R03600-003-004-000 f' r�l/� ' 00 "! EXIS NG BOING Ex� -- a �!' 0D R rI FFE- 1.5 wArai - �- 11 fx fi / 1 - r , CID (A �' it � ad if) j ' i_ r r vo �y N > Cv v -y� W' _,`?„__� ? d w 3 LOST SPRING '$ T 1 O rW, ` - "> PROPERTIES LLG W (� U a1++ EX 6° WATER o �. O1-# p� ' '.�� 1 a' O �r �I IaR R ,x ,�a A ~, o _ PID: R03600-003-199-000,' 4 ?• — — �/( r COASTAL COMMUNITY BAPTIST CHURCH as I 1 x -; � 1 f PID: R03600-003-007-000 U) 1 _ 111 S M EX. FIRE HYDRANT n -'�. s�f t ::. -3• _ rT U� h �+ Q '3. i £- O d m Co Z I " „ r` 1 z I a Ot ! x o s i ' E, 3 .1 , 1 :X _7dY[: ... _y t` W 1 FM _ c j i co c PING xl E atbN µ i v '' S� \1 f ;l0 t 9 � O0 0 z o M I _. .; _:: __ : :: ( z. APP S v RIV S28 2� I LOST SP �V1 rn 40: 1t -__:__MADE: i � ' FM- ,€ t ! * j ;PROPS RING.° ( rc O � 0 o yr - -- - -- ; - - o, rn { -28 tt P I - N 45 — —t — �_! 9 F ,_- I ", j C/ PID:R036 0 LCC I a an rn $ L z r o- , - eU LfltNs +"FE �?13 __ = _ - l °03-j , , _ 1 '; a U at r, _. -.: _. _. __ _. _. C - -t - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - �� fI 2 - -:a _ r- r 1 t t - - - - 20' RESIDENTIAL { ,.. - L r i j 40 I BUFFER I �;-, .wII ✓ ` dl 1 - COASTAL COMMUNITY CHURCH PID: R03614 00 005 000 Pleresa3J. Bigford 009 00 PID: R03600 00 002 000 I EDENS CHARLES RAY I I D.RO 614-005- - O _ _ _ - - _ - 4 reputed - - - � repu a owner FORCE `M _ G. Allis Moore 1. - -- ---- - ---- --- — D.B. 1754, Pg. 979_ i 6- 35 - - - -- } - - : COASTAL CO I X`a�\tuunrrrb SITE DATA I .0 _ I RTY DRESS 7721 COMMUNITY BAPTIST CHURCH PROPS OWNER MM 'PROJECT R036W-03 D 0--0000 Essiq�•�L'; I _ i _ _} _ AREA NOT IN A FEMA 100-YEAR FLOOD ZONE SEA L 30 __ ,27 a - _TOTAL AREA ACRES t I I I I D _ N . .-3 80t _.. .. ( ( I I 0 17374 ZONING R-15 n Z SER'✓lf,� I ;TRUE GRID PERVIOUS AREA 4,666 SF a _-_-- _ _ _ _ .... 1736 SEATS IN SANCTUARY Q ��j' . GINE \� .• ,IN _ _ PARKING PACES REQUIRED 4 G $1 PARKING 25 - - -_ _ LL _.._ _ jHANDICAPSS ACESPACES PREQ RED ROVIDED 186 LEGEND // HAPDICAP SPACES PROVIDED 6 - G CONCRETE AREADATE 05-01-19 :. EXISTING BUILDING 13,084 SF m BUILDING AREA 18,510 SF -� DESIGN PGT -i- BUILDING AREA 967 SF (175) LANDSCAPING w/AREA r r BUILDING AREA 32,561 SF DRAWN JET - ASPHALT AREA 82,596 SF LIMITS OF DISTURBANCE 203,797 SF - CONCRETE AREA 9,101 SF LANDSCAPIN TOTAL G AREA REQUIRED:IOUS129,714 SF TREES TO BE REMOVED C , = _. . , - SITE PLANo _VE j LANDSCAPING AREA PROVIDED: 10,780 SF 5 -- - + _ WETLANDS S + , _ , _ -__ __ 1. . . + - 60' M. 0' 60' 120' teo' REMOVE AND REPAIR ASPHALT SHEET 5 OF 6 17048 - - - { S REVISIONS +' WX SITE WORK NOTES UG LANDSCAPE E 1/4 MESH HARDWARE CLOTH 1 THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH Description B NOTE TIMBER (1/4 MESH OPENINGS) aEeY 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE m EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT /Ib i 1 B" 0 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN A `O1I ,1,1 C.I. Box MAX �. STEEL POSTS ,-L,_ C T{'�"a^' t ` = I I LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. I I 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, z REACHTrt It . : t ! :. STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE. A SIDE ELEVATION . OPTIMUM DEPTH T n " ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF • TOP OF COVER 10 3 4" K • r.., a , L'1 +� $mot * + CONSTRUCTION. b t - 4. MUCKING CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR } A *A' PUN vEw /�� Drt vARuet> SLOPE �` WASDHEDSTONE 5 #) , (Yx T #' 1 L r w (�( �j��- �� VARI MINIMUMSLO I N q T l2 t` w ' GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. PER 1.5%BOX 5- DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL MAIp IWg10NNOTE: MINIMUM 3 FEET OF o 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORTOTTOM OF omm ELVIATION�IA1. c+T SE� '�'T' �I 7 THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT MANHOLE STEP EP DETAIL REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE TYPICAL FAR SIDE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO "Ts S. SEWER SERVICE DETAIL '� 8. THE DCONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN HIS OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED. e a n COMflUCTIQN SPECIFICATIONS: 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF A A PIS zoNE PIPE ZONE 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING ALL EXISTING UTILITIES DURING CONSTRUCTION, BEFORE COMMENCING ANY THE INLET, EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN A r a g• O.D. r g• o.D. C 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND FILTERED PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PLAN MIN• MIN• MBt. SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 2' O"__ PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. WA DAYS PRIOR TO EXCAVATING. NG k COVER ---- PRECAST 4" RISER RING _ FINAL FINAL AS 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ S. P 1 _ 1 SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH C 11aTI5 y� PPE SIZE AS MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE STEPS O t2" oc APPROPRIATE PERSONNEL. 120 IDrAE0 - 3• MIN. MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 120 ON THE PUNS--'_-, o cuss t, z o 4. PLACE CLEAN GRAVEL (NCDOT 5 OR 57 STONE) ON A MAINTENANC 11. EXISTING SURVEYING PERFORMED BY ATLANTIC COAST SURVEY, PLLC AND SUPPLIED BY THE OWNER. SECTION A-A SEE PLAN O.D. O.D. 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. INLTw m B" ITN. OAss 1 " MIN. AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE SIGNIFICANT a- OR GREATER) RAINFALL EVENT. CLEAR THE FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR CLASS I CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE MANHOLE FRAME AND COVER Z7U3 ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT QUESTIONS TO THE ENGINEER ROVIDPRIOR TA INSTALLATION. Nis FOUNDATION - -Fou�NDATION ELEVATIONS. TO DAMAGE OR UNDERCUT THE WIRE MESH DURING 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO EIN MATERw. MATERIAL 6. COMPACT THE AREA PROPERLY AND STABILZED IT WITH SEDIMENT REMOVAL REPLACE STONE AS NEEDED. CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. SECTION AA PVC PIPE GROUNDCOVER. 14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER DUCTILE IRON PIPE AT FINAL GRADE. 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND ENERGY DISSIPATOR PIPE BEDDING DETAILS HARDWARE CLOTH AND GRAVEL INLET PROTECTION STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL B M.H. -� THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL t' 5 3/4 REQUIREMENTS. •�I m e 8' vARIEs 6'-e' uIN. TEMPORAfiY SEEDING SPECIflCI►TION 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS 6 SEEDING MO TURF INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE B FORM FL01Y CHAN S� POST SPECNES RATE ��@] BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE WIRE FABRIC Rye (yrom 120 PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY LAW VMGM k Pitidmont godm may,.In TRAFFIC. H • ++ - -FILTER FABRIC Konen in Mountorw) 50 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR MIN. 1E-1/2 GA q Y SPRMiO Omit amnud Hpw�m when SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. INTERMEDIATE WIRES �- duralJon of temporary oauv III not n ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. M C�,ann�m YR beyond ` 40 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER I , Y-3" MIN. 3'-1 3 ' MIN. , i_:1. _f_ ._.: . .gip M the PiadmoM and mountdm, o GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S mrnall-Hammed moy be REQUIREMENTS. _OON6Mii MH RINGS �q wwfRutad of ow 5500 R/a�. 19• USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SECTION "" FABRIC SKIRT Q" SEE PLAN FOR PIPE b AS DIRECTED BY ENGINEER FALL cerwan MBI.t 40 SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY I ' DRIENTATIO SEEDING �� MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT D STORM DRAIN MANHOLE DETAILWNER'S OPTION FOR NIGHT REFLECTING. Mpy MoeAdm -Aeww 2300 It Fab /5 Yey /e 20. DUCTILE IRON SHALL BE CLASS 50. F LATE MRlTER k show as0o rE Feb.Fla 1-Wry t 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM A�-I NTS EARLY wtl^'o^L - �" 1-Mapr t X NOTES: 000" Plain - ow- I-Apr. 15 COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. O 1. FENCE FABRIC SHALL BE A MIN. OF 32' IN WINTH AND 6 ul 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY m SWLLL HAVE A MIN. OF SIX LNdE WIRES WffH 12 STAY MowAdn - Yoy 15-Aup 13 C) StILYIER Pl.mnwA - MOY 1 to PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST m SPACING. 2' - 3' l CASTING Ceeeth � -A1�.*&1 n 15 WILL BE PAID FOR BY THE CONTRACTOR. Uq 2. FAW4C SHALL BE FOR EROSION CONTROL AND MIN. OF COARSE AGGREGATE NOTE: USE DEWEY BROS. Mom - AM 1b� t6 23. SEE GEOTECHNICAL REPORT NO. DATED BY 36" IN WIDTH. FABRIC SHALL BE FASTENED CH-BN 3A FOR CATCH FALL Cee.td Plain and Weanwt -Aug 15-OW 30 __ FOR ADDITIONAL REQUIREMENTS. J ADEOUATELY To THE WIRE FABRIC AS DIRECTED BY THE BASINS AND CH-BN-47 ENGINEER. FOR YARD INLETS ►�.I 0Q 3. STEEL- POST SHALL. BE 6'-0' IN HEIGHT AND BE OF THE TEMPORARY GRAVELLED OF SOL TESTS OR APPLY 2,000 CONSTRUCTION SEQUENCE O x SELF-FASTENER STEEL ANGU TYPE CONSTRUCTION ENTRANCE CONC. COLLAR Ir/ACRE GROUND Acracwnxw- LIMESTONE AND 760 1- NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF P4 YW LB/ARXiE 10-10-10 MNET.QFR. ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). rr " E'i U� TEMPORARY SILT FENCE " l�W.Gli 2_ NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION �u a O mIn NTS APPLY 4,000 LS/ACRE STRAW ANCHOR STRAIT BY TACKING SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER L` ,. W z PLAN WITH ASPHALT, NETTING, OR A MULCH 94CFalM TOOL A CONSTRUCTION. otsll LBTti BLADES SET NEARLY stw rt cAf+ BE Ir�D As 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING A 2" FRAME AND GRATE A MULCH ANCHORIM 7OO NCDOT STD. NO, / DEWEY BROS. MODEL CH-BN-2001 1•-0w CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION CONC. COLLAR j ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY H I'� ASPHALT PAVEMENT 840.15.0 OR OR EQUAL � j`- REFImLLZE IF cRCMOH a NOT FULLY ADEQUATE RESEED, EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING APPROVED EQUAL- ASPHALT PAVEMENT ELEV. VARIES I1M'AMO MULCH IA*MTELY FOLLOWING EROSION CONSTRUCTION. ��) r, O 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH I-� GRO T�A>Eo 1O 2 O RAIN. SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 a IQ�I _ ELEV. VARIES FEET OF SEDIMENT HAVE ACCUMULATED IN FRONT OF THE DEVICE OR r� _ SPRING-SUMMER WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE CLEANED OUT AS ~ O H I I I I LANosrArE PERMANENT GRASSING DETAIL STATED OR WHEN HALF FULL. TIMBER BRICK MASONRY , SEEDING MIXTURE 5- IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS w 6" " 3/4" STAINLESS TIE RODS. n V) NUTS. AND WASHERS W/2'TAP Ld � NOTE (Ih/Am.l A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF PRE-CAST CONC.- /' - Of � SILT AS REQUIRED TO ALLOW PROPER FUNCTIONING. RESTORE POND TO pq LLJFLOW Q mEME®IMlpt pass 10 DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 6. IF �rE / v ® sI y 4w iY�wM Nun 1 FBIOUE 100 APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS 77 SILT TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS FLOW / j CONC. OU - VALVE BOX SEEDING NOTES NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING. v 4" CONC. txN /� 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO / MAX 16' SWFFP 1.L WEN[A IFAT APPOYWa1E 5 00%ON OMR 9BWFil•� LMNDS AS REnv 3000 PSI CONC-- - x 011E OaEaI BETIe10A Z OMY a WIATm IVIES THERE R CN110T BE- BE GRASSED. a ,� p. COME A Pk$L 1E/MIM aM8$WY LE(EMACFD WIN 6 b/mn CFMeRELE pwe. CAP 8. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT ISEll COUNTY Q / CAP W/2 T Y PLETE SCHEDULE 40 � UNN AS E REQUIREMENTS ( I ^' pp� 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF 3000 PSI CONC. 00 i14s STAINLESS 1M RODS, m NOTE: ,wa I -JLY 13 THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. i O 4 AND WASF4RS--- DROP INLET TO HAVE SAID 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON -- NOTE: MINIMUM 3 FEET OF COVETL TRAP DROP FOOTING 12 & SHALL BE VAIND NEO UNLESS SOIL AMENDMENTS COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE Z ..,..-CONCRETE BLOC" DUCTILE IRON PIPE IS USED. SECTION LEAVL` OPENING AS SHOWN AWPLY LK IM NRRUIS AMMM TO SM 1ISM OR�,3.om c%. WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. ' " TYPICAL NEAR SIDE AID mmuum Uumo me m&"w.10-10->o�I' MWENANCE SEE PLAN FOR PIPE 2 SAM wuvE 1WM ORIENTATION & SIZES r«' LIT SEWER SERVICE DETAIL D R 0 P INLET DETAIL MULCH 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED NIS lREHE - FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN SECTION j'�( L jL' NTS WA 114001 srWtaaR mldWel GOER a aanEx E BE allO 24 HOURS OF EVERY HALF INCH RAINFALL. w +2 0 OU �a A mcmN vow Wimm mop p 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT IU o A I ERN A MLGI Illalal016 TOOL A ME(�fN pA0E9 9ET B6VW.Y SIPNdNT CAN ff �j CURB INLET ET D ET/ \ I WILL O PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF 1�I N �+ p �4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A .� U MAINTENANCE CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. N I LC4 Q)q MFORIM THE FOUVOM MEl l�11 ee MIROaDI RENQ As GrOM IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR O 1 a IEO mm MW a Maim ONLY OWE A 1 K W"EK A MIT JPPE'AWXM a TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. Z co b NTS ODO OUR�A MO 10W AS OM AS WMM 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL z ED �+ •a 8. HEIR INLET PROTECTION, BLOCK AND GRAVEL INLET, ROCK DOUGHNUT INLET w yw I A PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED �rPAC Zfl Sft PIPE A L 36'RC -t I N _ _-___ ___ _- _ __.__-. ___.__ _._ BE CLEANEDCAPACITY REPLACEDEWHEN HALF THE SEDIMENT POOL NO LONGER WILL Q� Q) ,O -I .Q DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND ^ �y �1a i 0 SUB-BASE DEPTH ARID PREPAFATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE BITUMEN CONCRETE SURFACE TYPE 1-2 :2.TRUEu'RID PRO PLUS PRODUCTS 7ESIGNED FOR LOAD CAPACITIES OF 120.000 LBS PER SOFT.TRUEGRID PRODUCTS STRENGTHEN WITH FILL MATERIAL. EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE F....I '~ r ,,y n s.tRL EGRIn nao Puts PRODUCTS ARE SUFFICIENTLY RATED FOR H-20 mS-20 LOADING AND GREATER REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCEL 0 to$ p A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE .L.LAN :�' " �� .J a CRUSHED �4.GEOGRiD MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUB-GRADE&SUB-BASE FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM a w " GAty. BAR GRAnNG - 1" x I/B- BFARR7G tNARs. FASTEN WIN o E STONE �'0 0 �-a ! THE FLOW AREA. THE DVERSION RIDGES WILL ALSO BE REPAIRED. N'• TYPE J CUPS. ATTACH TO i-1/4" x t-i!4 xt 4" GALVANIZED - ANGLE FRIIME. MORTOR FRAME TO TOP OF STRUCTURE '5.INCREASE SUB-BASE DEPTH FOR INCREASED STORM WATER DETENTION- j SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF AND FRONT OF WEIR. ATTACH GALVANIZED MARE - 1 !, CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 3 CLOTH OVER SNALI_ ' I6.NO STAKING NECESSARY WITH TRUEGRID PRO PLUS WHEN SLOPE IS BELOW 10 DEGREES.ASSESS PROJECT.AS NEEDED. ORRICE (e MESH .020 wReE COMPS 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE 39 5 OF BANK �I N, �� 38.10 BACK FILL / 37.FINAL ENGINEERED CROSS SECTIDN AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES,STORAGE CAPACITIES, WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED - OUTLETFLOWRATES.AND OTItER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. FLOOD POO 34.65 STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH i8.THIS CROSS SECTION IS FOR INFORMATION ONLY. TRUEGsRID BLOCK REFERENCE VFW 36" P 8 WEIR 1 FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. FOR STATE HWY. REPAIR: 2" SURFACE g 8' BASE is r-.roexw xm mrce cc soffsaaa o i WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF oRI'CrEAN.WASHED ANGULAR STONE ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT IN1� NIL }- R_M AL POOL 33. FOR STREET A DRIVEWAYS: 2' SURFACE A 8" BASE FOR OFTENTION CONSIDERATIONS -TRUEGRIOPERMEaaLE A sDA a.#57STONEORCLASS11TYPEROAD FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF iT BECOMES HALF FOR PAI60N8 LOT ROM 2e SIR ACE k Ir 81SE PAVING SYSTEM DIA(CLEAN.WASHED BASE COMPACTED WHEN NO DETENTION FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. j111111IIIrrr NV°-32• 3 E OR tEAwDRANACEaEFDEo sSu acEFiusHORs��crmvRECCEESSED 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE TEMPORARY PAVEMENT REPAIR DETAIL DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. '. GRAVEL L L.______ _ _ ;c . lT I r- •; WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL ' �y c� THE ROCK fSSr ' 1 . ; I j NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL t 6 > i ?, 4} i BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR - SEA L BOTTOM 28.00 . :/,i , j„ . - 1 n ,. c BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT- ....__ , SECTION A - A << } >> t L 1 1 r . • r/,/ L 17, Zr ,t-tom?.}.�.1 _ > ,.,r-� <,. - �,y _ j r>, ,• ,/ WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1 =Z 1 ,t"�{K � ' ti >l { " > {{ t- ., I'rt tl r, {1t j.,JS t, 11i} ' ii 1K?Y .j'Ji<:' Lli,' :` !' 7 .){- ? ..>�.� I� //� //, � ./ '. /Lr 1f`r 1�(�E��a}{��/�� a��'��/aE��MaE�� ELr�'' ' L`E,a�w' 1 ?�st 5 . .- i:i� ;j j� }„ ,(> }j- }' (1 _ �: r Lair-::rt i. ,.:,�} �`-' } ._}, .%/, :i BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE � 1' ,1�� /{.IYWIWYr■ i VI\Y VY14.1 �/ IWV.t I `.< , S > �-t <. {( t. S}}\ > T }:< i.t, ` 7" { t" Y>.t{ 1f>.. (Z. 1j.< /.; //i i "Kii � '' i, {?r {21{: :�.1 S. t}.{��J _ � ? 1 _ 3 �'`' S :.> r,}4 t KEPT CLEAN. ,�/A .• •... NTS 20. g-prlN } . t i.`;r rt'?., �CLEEANNNHE 40%,UoNIFOID RMANGGULOAERBBAA�TnNe ��i r<'�y(1 ��j��`r;�`- >i �>-{,},r.,_ f� /,"� DESIGNDSTORA SIMENT TORAGE CAPACITY LL BE HASBEEN HALFM THE SFILLEDNWIT�SEDMENT.IN WHEN TROCK �'iiArI ORE G01t�`'�� >z:,ti -t,. ,..t- -. ,, --�v '-{ > -i-.�_ � ! IIIIH WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER C7 r 2 {�i j -VEGETATED SHELF TO BE PLANTED ( 1 �-;-C'} rj> t'i�-c_YU�' � 1i , '�,s ?-t ''L��1-:" 1�'< � �; . .J* ~-(S{.'':� C� ��>_ / / WITH WETLAND SPECIES DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR eggi � .2 ./ ��. 6' TOP OF EVJdK i j r , r,-1� S='' 1 )tip} rl j ')<. i},� t , 1 �(•( 1,} 1 r ,jt,;Lji-} ,� �I; - lSt /� REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY DATE 05-01-19 `'''�•."IZ} .}f ? -} ' i.-tt}i rt >. ;TITS. .7-• ,-! j-, ,•y } ;s,ri-:` - -;. - { } /•.//'., WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM TOP OF BANK EMBANKMENT I Y - 1 t �. *J i_, .r-._}, n.7' }i-• /,J DESIGN PGT EL. 39.5 ---- 20' EMERGENCY SPILLWAY 38.5 BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. dF d r I, I L ,I 1 DRAWN JET -- -- r T I yl I L } i ;;//; FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT COUNTY FLOOD POOL EL 3&1 G g ,f 7 tiT ,1 T '7}.,L I , t ij/:+ CLEAN. 5 I .� 7, � :, i I I~ L }� „-`�" t ' I �t � ETFs I� � ` �f-�-' ( (. 'p,l 2^7i iF Real 71 k !'` -.-.:- ,rT ,� 'rid F / F f 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, _ + Z 39.5 E , y .FJI-, �.' "�[�+��1 3-i� I�{� NORMAL POOL oo g NORMAL. POOL EL. 33.0 I PREPAREDvy`•It I �,{ ,.:.;! i_• .a�1^ ` _' - / / 3e� SuacRaDE AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO L- ,�, .�: -'= '.L L,«I.:�.J", �,ssl�. --� r ,. _ / /,• ` MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE --- EL_320 -EL. 33.0 - 11-_ - '' ! afia -OEOGRDA1EsxoR STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE 1 g i I y T FOR PRICING OR ORDERING: CALL 1 855-355-GRID (4743)- IN STOCK. FACTORY DNRECT. � /�%'/ I%OFABRIC 3 1 ;CIS :^I �.t . ,I r. , .�;-_N,=It j '3, ar t'tte, ,1 I .: i. d_ I 1 '; �r /s OPTION LOCATIORL I STABILIZED WITHIN 15 WORKING DAYS. j\�/�']\) �, �v,��i-.hf-� 1' M7 �r- f_'� , $a ,mi E .r d t-' ki ,1 I_ r i., i/%�� /� BEE NOTE M V 1 FOREBAY MAIN POOL j _ ¢ x- Si .'m `T O T �aIsTri �// /% 9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE BOTTOM EL 30.0 11 WERGEWY W�WAY �.� __..-_ .....__ .__.... - _....._.- --.. ._. . ---- -- _ ----- ... ....__. __-__ _. __ _. ----._ .. . ., .. __. ..__. _ . .__.._... ,._- .._r ....____. PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED FOR 3 � 3 _ BOTTOM PROBLEMS OR TURBID DISCHARGES DAILY, SHEET 6 OF 6 D NTION POND & FOREBAY SECTION No.1 17048 7 1 7 , - 'll SITE a REVISIONS e I RR Q}�� 7 ' �_ Dote Description By P t O n a -L aR7� A MNO c a>F ti9pQE OR POWT OR I'I CURVE DATA �o CURVE LENGTH RADIUS BEARING CHORD ,a-oa DETENTION POND N0. 2 DETENTION POND NO. 1 C1 s7s5' 124.5s' s 3o32'2a^ E ss.13' EXIST. 55LF VICINITY MAP '' = 60' 1 = 60 O 60"CMP03.4%; y- NTS Pe ,;i- EXIST -O�H - 5 i 4069 INV. 32.4 •''' �,.4. .. .as I ro INV. 34.25 4.49 SAWCUT AND RESTORE ASPHALT CONTRACTOR SHALL COORDINATE 72 6B0 ti36"F E.S. TO ORIGINAL GRADES LIMITS OF DISTURBANCE WITH LOCAL ELECTRIC UTILITY NCDOT D.I. N0. 1 'J,,• >P �II�, 32.4 w/ I' STD. NO. 840.15 MATCH EXISTING f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PERSONNEL TO RELOCATE EXIST. PP �� , x0'x18"E.D. ASPHALT GRADE 42.0t RIM 38.75 ,3 reputed owner reputed owner INV. 32.65 OUTLET STRUCTURE ~ C.I. N0. 3 1 8 PLUG N0. 1 Mollie R. Johnson Existing �,,� I 36" FLOW Janice Boyd Ward " , . DETENTION POND NO. 1 RIM 41.0 1 8 GATE VALVE • ee B+ D.B. 1397, Pg. 209 Lake �X1.03 INV. 39.0 LEVELER D.B. 2165, Pg. 959 1 A BLOWOFF • �F L 4 t� x " TOP TAP AND FLO OF BANKOOL 34.65 _ ' 42-92 • 42.82 - ^ 42.73 • 43.1e A SDMH N0. 2 INV. 38.5 " 1 1 ° 42.91 ® 42.4s 42 "� / ao sz 43.16 , INV. 37 95 OUTLET STRUCTURE FLOOD RIM CONTROL OUTLET N IM 44.0 �1� IRE HYDRANT ' \BLY _. • "",��,z� �` a 5 43311w/BACKL OyyTER BNORMAL OTTOM POOL 33.28 / LIMITS OF DISTURBANCE ' O t� rw� OOL • a3.o 1� - - -ate= 41.18 - • az 7a INVRIM. 36.85 RIM 40.0 C.I. N0. 7 C.I. N0. 8 �` vary ., PREVENTION IM 41.5C.I. NO. 15 E a+ NC . - °3� A3z2NE- = - � S51' 9'26"E 132 INV. 36.95 RIM 41:5 INV, 4z3i165 m\ y a. IM 38.0 _ RIM 4 0 NV.SL)MH364&3s INV. 36.12,u.1 _ 0' MPORAR'f z-r 13 PINE,- .PIN :A }Y -tom.- . . 0 T 3.86, ` V. 37':�J A357 2-PI wE his c INy -- 1 INV. 34. TIE INTO EXIST. 8"W ' .I ' • ' ' 17•PI[" 3 40 13"PINE �,q3. �• <"A2 -- hac 7 •He ,= 770� _ 12'PINE .. ,+ 3.29 \ ,43.56 +x} i.�r .�� "1TMAPLE .70 > GR/11 LLCV a R3.47 14 PINE12"PINE _ 12'PINE 12 . .y..•. », 11 13 PINt r �'. • 36.79 "�'A rev " 14°PINE - 4 98 -A35 43-36 43.08 • 13'PI .� ... �. •• ""' 2" RP 4 ` . iWY4P E 13-PINE '15 PINE "� °PINE" • _ v4W3 43189 _ �W • �Q _ a - _ M A3.2B _ __ � 13+PINE 40 ,, 3.35 ,..1 PNFS LXA� 4C,r: ,�. _ ..' 92 ••la • . _ R ,� -� ,�-�• '. Jr UCT e' 43.Se a,:�, 61 a y _ _ e 1PRES . 37 ��, AO D s '{R .I9z ROAD SR 13 PINE " ._. 4 P .a,s_,..:. -n..,a:..,:,: .'d:,;.�.. 'a ,.� ,aP,INE�am _.:, 1:. _ Z ION `V s u.. ` INE .. >3 �3 _ �� . . . WETLANDS ` ` ` - 335 ,:.-4334 - 3.52 } ' l R' 14• `', 6. 3 40S 27 AIQ 7 _ - oyt�t� _ O ZM=MD= I SO 80 /� ) y. pp. , IN� � � .., PI4 .ta �,:< /� (PUbitc ' - PINE T6 13" 13"*",.. 13" INTERFERENCE , - 3s 7 1zo 260 .za -3' -- �,. -:v 5y A ... 35 705 S F. , R- / 2 ' '. _ 2.86 " � fi J PINE' PINi3 IN 1PI R•5. o ,� ' 4 5 a 3 37. 9 z�a ,,;u".e:.>,.,. .., • a za S PI MANHOLE �} PWE 9 -'1 " 1' z R` . az ' sA]@PINE t 4370 :, 13^ A R• 1 b - . . . . . . . _ .- ., PIN 16"PINE °., PIN •_ I 0 K, .R _ PIN _<. _ :,rr 5 Pi »y4,'7 R H a 1 V.36.90 BO O~' r- ., ' ' . ' ' ' " ' � ''+'.4z.3 a so 24 F.E.S. INV. 3s7 . ,• >r .� •;j+y3 3 etas �. /�! ,,44��0.3.63 yy 14"; •, 13 PI E „ 14•PINE • R •J + 7`91N0(J(,:, i 5 E 13P NV. 35.38 22 "-.7, �� 04 � �1 ' . - "-18 P '�yg.92.9 . 11^0 el. 13.57 N I .+•/V W ted owner ' ' 'a3: 7 H3°1 . . .89 . PING 13 PINE a AWz(1 D'X15'X24 E.D. " , R oo . ` ' ' a j NE / • 16 17 6x 22' 1 r 1914 ' . "'4 .02 14PINE - 3.59 ` _ H, JOhneon o I s ,we 2'PI 4fINE ' 0�1 M PI �� :'-; 1 s` rN : / e , ' �$ A 20' EMERGENCY SPILLWAY W z ' ' ' ' ' . . }.24 ' . ' ' ' ' . :' $ • 43.36 OPEN 14 PINE id P I . . .. + + ' «r. C.I. NO. 4 .-�: t ..< .x, .; ..f;: .. 397, Pg. 209 �M fi"PI Sa PIa az ' ` 3s7 EXISTING 0 E ` ' s2 " INV. 38.5 E r w „3 y DITCFI TO REMAIN p• 9i 05 PI b+ 1T.t ' ' j 5 C I. NO s N 1 PINE' 12'PIN ` `i d"PIN a P.. ;' 1 I .1 3 F.F. "PIN• "'. ;4 �yt PINE V. 5 RIM 43. W ' ' ' ' ' .._ '-.. : ' ` 3.56 ` 34A'"' 3 " A3.68 q`/1t)',r15?,c18P f D. o \ PI s B.Os" T- V • ti PINE 14^PIN INE 3. fi _ ' . � . - 9 - ; - ' . Aass R� NV. 36 � 3.80 T ' . . 43.28 x - " . ': ' `` � Q� _ �5Ay N l 1 E V' 'y\ 1 PNJE ' 5 �13' INE , '' ' •E-+:.'.,7.Q¢ S. INV. Qi 3.34 1 4E - 3.57 ;;., - -.. . r ' . «- :. .\` t 20 b4 O • 3 W610 X20 X24 E.D. �r . . . . . . . . . . . . . . . _to PINE +O ��jQ9t�� . 1. A r � .� R• ^;.. ... - ,,,.- •i �ell i2"PI _'. 3; '. ,. _-' ,..AO..f I .0 N / I� � U ' . . ' ' ' ' . . ' R 14 , .e6 ,� 4 Tr' A ' ' ' ' V' SIN =-. A >, 12'PINE t 2 1 PINES �. 3 IN y . ` .�P.u-..W/iv. ' NQ.� 1 •r µ R\• A -:..JZ oo _ 36.51 reputed owner ",, . . . . . F� . 1 PINE 2PINE .3'" AO R' J 21 1 s4•A i INV: 40.8 \ 1 r7 AK o •3 ,$ �• OS Bernard L. Morgan, at al v� Q',Z} 0 trt 43'04• 13"YINE• • • • • • - t•:'43.14 ,43.57 R a+-•. I .} 0' ,y0+' ti o-•I-1 ,r F 3.1 ' 13'PINE _ 3.8 1 INE ✓ F.; 3 • 42.88 i ; 'i •,: '� 11 ' ' ' a . . +.� SA ARY? 4 A 4 W D.B. 2405, P 284 ' x �i :I I Z PPNE ` 43.,4. . . . ' A3.13 2p P E ' . . . ' . . . . . 9• �W iTAW,3°PIKE • ' ' VflN12'PINE 3.76 I 2 4 ' 1a 600 S.F.f 900 jja' p . ' ry FUTURE 2_7 ' q o412 14'PIN �A3. 4 INE 12.50 P i rr 7 Z � W • 1 + - 4 13'P'.-' A3. �'�•4�4'PINE 1e'=+42 91a'PINEI ' 16 y,5fi7. E. Ax.�,�.aa 77,, *, { 39. F.F. EL. 43"0 tP* a 3e. ti 8.'� • 43. y ;.- 3.43 W ice" 3.52 S 2" PIN ' a8 d.l}.Jr 1plv.. . . ' . d' F DEVELOPMENT 1"' 3.32 12 PINE 4'PINE NE _ ., . 2 INE h 2-150 8_'OAK r 1 O �2 ,3"PINES I . • F " W y _.r :A3.4i , ..... 14'PIL- = 4 N x' r ` ` � O'X1�'X1•> .1/� ` 0 N M ^• 37,96 "� I�. -43.30 *aPIN 2' 4"„ PINPI PIN 2.80 1$PINE . _. .` . ` f` R ' ?S � 1/2 WA R .P•F ? naK 250b NO. 16 cai (� A t�-r ` r PINE •.a3.40 INIr1s� �,`" wr 12^ .q3o 3.9'N ,.42.18 w' "PINE_. ` . . . ' - 7.96 .9 E RIM 38.0 i; . . 9 ----- 1 t . . . ERVICE a )tmz o e `.. 3 9 PI ;•.. "-.;� -INE i •WETLANDS . . . p._ - .. �i \ \w70 '�� O O ( 16 OAK; °0 a; "� 1F��-I "1:A}.526Yo 43.4e 4 -4T.24 ::: ' ' . + - y-ay37.75 z ,�, 43.4s 12" 41 Pw a 2.1 ' • ' r_ MIN. 3' UR I. I� ✓ V. 34.2 �i 1�1 12'PINE •, 1 : 2'ppIN 3.$E¢ PIA . PINE 12i PINE.;, L5 p ti . 39,742 S.F.` ' �- A 3 IWZ 1#1KINE Plt� _ 2.2SINE 2 PINE • ,,. - ' . . . ... +..� . . . . . . . ' ' 3 • z, RIM 38.5 '16"OA k W '1 K t I + .. '., . «� PI -O 6 13'P PI INE PO s ,o a - 5 .. . 4'. 1 e 4'PINE E. . . . . . . . . ' 14 E E '0 ' ,N 12' ' �•t3'PWE 1 . ..:::. „ ,.,.. .-,A .? � _. A ,> 85b A -:.•,. ' ,<..- 3. 14 P .� ' ` ' ` . . ' . . . . . - 15 IN O 95 $s�P TNIN7TOAK �a,J8.2 w }-.. .P PINE, ": ,R2.70 .. 0 352 t 'PINE v.- i PIN 2 6 . . . . ` . 2 5 ., 16INE �� I I ..a3.55 ., �'4 ti/� " . 13 r,>.. :. ^J PINE .PIa3.91 53 13 N 1PP4 sa,g3, 14 PIN"�'j .»:42.b6 _ +. - ' . . i So 40.54 a = * A` �\ 35.2 R ' 2 1 7.R,'s ICI O I. ar72 INE 16, 1J'PI C .+ •7 GbMS `.. :a.", :: 4 '74'PWE CCIq..4734 PANE r 3 •.. ' . . . . . O .k I h ry ,,.< a V� i r 1.$ 12 . g�.:43.e9 _ 14 PINE IN . ' . . . . . . . 1 :..�_:1 0 K '41? .I. N0. 17 /y c --- 4366 PIN + ' scuff . ' PINAi'PINEI as ' . . . . . I R°' RIM 38.0 'I<c •ar -- I 14'PINE :WETLANDS . 19'PINE IN i ' . . . . . . . . . ' ' E P • ' OP n" " -- zb3 . wt'....a, r .. -..--.:-._. ,� e1,.P.wE_ _.._.... _ 0. a ' ' ' ' . . . . 7P� i yggz o}7 s I O �_ �� 1T INE � � . ` ` . . ` ' � ` O •• Y INE ? C 0: N O A NV. 35.3 �. EN DIT L_ 3" PINE ,4'GOM 5.522 S.F. . . 14•, ,_. N� 41.0 - - _ 2 E . . . . ' . . . 1 7m•i g'PWE i8"0� ..: � ._ + ' 37.56 CORNER N`' I . 42.63 -N 5412 34 W 10 '0 15... ^.. ., 2 • •^ - .- __1_1 . 3e.6s ILY • ao. - W . 3753 [.Wry Q O (� / 0 43.11 • 43.64 _. • 36.83 39.86 �• ' I • . - ' ' C.I.` 0.-1 ,. owner `., t • 4310 a3.3o N. q0 . 39.53 LIFE39.o 549 516" 575.61 h 61 C a. J N 2~ CENTER • ass s.oa I. M ° RIM 38.5 8 • 3zss reputed ' / ,--i[~ LIMITS OF DISTURBANC i a6.9. - RIM r�rt��T�rt�, I 43 �' f RIM 41.0 zs =` INV. 35.8 Henry " TST N0. 1- ry A V 38.8tr , _ ( INV. I JJ I I I I I I I a INV. 37.5 _ 0 3 . I� �- I LIMITS OF DISTURBANCE \ C - 77 rn I Monica N. Pf an DETENTION POND N0. 2 \ \ 70 I u, m� _ 1 erP A TOP OF BANK 41.5 I ao� �_ _ FLOOD POOL 39.0 _y _\. \ o i eo RIM 3 5 - J I D.B. 1998. Pg. 225 ;I NORMAL POOL 38.0 r C p BOTTOM 33.0 i3a.00 40.0 iv a NV. 5.6 �I L_ = T� _ y I ' � I reputed owner >I 12466 S F >z - o . < .,p -- ' 1 �� - L _ _J I00 f 'I William G. dt Jo Ellen Rabon co D.B. 2286, Pg. 477 tlol a F.F. EL. 41.5 • R` 0 \ I [� _ d- _ I I " �► Ir-oputed - J- - T �� w ct ( -owner -j� ITY Julia S I =I ,� / EA ENT - - T Spicer, I - O •--I a a 1 I , s ,Js - L 1 `L I _ - L _ Heirs -4 N '' ' t j cp f 5 I f � � 11 N > , to ai I GRAVELLED 7.90 i 7 1 PRQPO ED _ -IFF _ ��L D.B. 785. - 11 j O 1 I S o =i i38 75 e} +" • ,• __ - ' 1 Ic-, co ai Y R 3 1 e`eQAN �ERS� �� Pg. 474 p - _� I r, � t0 � � I CONSTRUCTION „ 1. I 37.99- _-�L`_�--�- \��A � Tr � _ I ENTRANCE 4 - __ d T I - P.1 • -� AR _ \ OIsOT T r �-_� I `n O O p 4 -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - � � 5 - - - - - -dam 'F9-` - 11 I ^ i ' +� . + ,� z T� f onK C. NO 1 . . NO. 13 TT 8 S cal L L L r l I I J/ 1 0'., q ' w 2 RIM 38.5 o v 3. ZM 38.5 Fi�JJ S PR P 1-�- -�-__ , I I II I INV. ''36.2 �j�V. 36.0 I I > l I �QSEp 8•, �Om __ 0 1 C o y 0 R O I Ili i I It Co MATCH EXISTING I 1` RCP reputed owner j ---- = _ _ _ ' E a. r� 1 ASPHALT GRADE 43.6t G. Allie Moore 1 \1 reputed owner t I' b4.45 I I D.B. 1754, Pg. 979 uted owner Robert H. do Rebecca Powell I I T eeresa J. B gford I s' D.B. 1381, Pg. 738 SITE DATA I I D.B. 165Z Pg. 111 I g TOTAL AREA 12.7 ACRES t ZONING R-15 BUILDING AREA 27,063 SF 300 SEATS IN SANCTUARY pp PARKING SPACES REQUIRED 75 ! PARKING SPACES PROVIDED 270 I Q a I I o RECEIVED ASPHALT AREA 114,820 SF O MAY 16 2001 CONCRETE AREA 6608 SF N o LANDSCAPING AREA REQUIRED: 9,714 SF I I I„ - _ S E A L r - ,73�a a c LANDSCAPING AREA PROVIDED: 10,780 SF LEGEND PROD# = \m : Q - EXISTING CONTOUR /O'C! - cl F ............ Ec.e3 EXISTING SPOT ELEVATION G'RE O'iR ` -} PROPOSED SPOT ELEVATION APPnOVED 0 55' 105' 40' NORTH CAROLINA EY�'i. „i+.;S[NTAL r 120' l SITE PLAN (� DROP INLET w/INLET PROTECTION MAtIAG_.".:'-NT DALE 05-09-01 t SANCTUARY FAMILY LIFE 1" = 60' -�•- �- STORMWATER RUNOFF DIRECTION DIVISION OF WATER GUALIL'! DESIGN PGT 1, 1" = 60' CONCRETE AREA Date 1,341 2C7W1 __4� DRAWN MVL ' CENTER 1" = 60' (175) LANDSCAPING w/AREA Stormwater Permit No,°5�� d�40S LIMITS OF DISTURBANCE MAY 0 9 2Gi SHEET 1 OF 3 01017 j SITE ro REVISIONS }moo o• Date Description By P H Cr P ? V N7NDSC RD11 ` �•� / - -f/F.oqf YSNgFE pR \/I V / �DRE POINT OR r CURVE DATA 0 Q a CURVE LENGTH RADIUS BEARING CHORD P- C1 87.95' 1 124.59' IS 30-32'24" El 86.13' �o EXIST. 55LF T DETENTION POND N0. 2 DETENTION POND NO. 1 VICINITY MAP ' = 60 1" = 60 x 6°"CMP®3.4% - NTS _' -� h I A i • a•. ski p J n��. I • • .,9�69 INV. 32._. INV. 34.25 .P+} a SAWCUT AVD RESTORE ASPHALT CONTRACTOR SHALL COORDINATE n - 60D" ,a , �36 F E.S. TO ORIGINAL GRADES LIMITS OF DISTURBANCE WITH LOCAL ELECTRIC UTILITY NCDOT D.I. NO. 1 Jg,4 's I Vw-e32.4 w/ - - - - - PERSONNEL TO RELOCATE EXIST. PP STD. NO. 840.15 ' °� MATCH EXISTING a°"10 x O'x18"E.D. RIM 38.75 4,.3 +D6o ASPHALT GRADE 42.0t reputed owner reputed owner INV. 32.65 �, ^> 4 OUTLET STRUCTURE H C.I. NO. 3 1 8" PLUG a6 NO. Mollie R. Johnson Exlating j I 36" FLOW Janice Boyd Ward 1 8" GATE VALVE,'-"ee,� 46+ DETENTION POND N0. 1 �T 1 D.B. 1397, Pg. 209 Lake ^^^^^^^^^^ RIM 41.0 v a1.03 INV. 39.0- LEVELER D.B. 2165, Pg. 959 1 2" BLOWOFF •` TOP OF BANK 39.5 I 42.73 ° 43.18 - ' SDMH NO. 2 INV. 38.5 ASSEMBLY haw "°"" FLOOD POOL 34.65 LIMITS OF DISTURBANCE ° 42.92 az.6z ao 1" TAP AND �- ° 4z91 4z46 ao.s2 4316 - RIM 47. OUTLET STRUCTURE FLOOD CONTROL OUTLET (1) FIRE HYDRANT \_, "y°z. 9 » » ;' 1" WATER METER NORMAL POOL 3 . 0 �� INV. 37.95 �" as.o - ° 42.7a \' ••-_..-�--. ._ L NO. 2 INV 3 . 8 _ N BOTTOM 28.0 _ _ 41.18 - - - - - - - C I NO ° C.I. NO °- ., PREVENTIO W a az 70 RIM 40.05 C.I. N0. 7 43- 4 % '�•�' #1+u NE - - SDMH N0. 3 3B RIM 41.58 a1 °. C.I. NO. 15 - RIM 39 5 +}� 5 - • ,� " 43� Ss`•'A3.23�_43.CG �-' -� `° 40 5 S51' ,9'2S"E 1323.86' RIM 46. • �- INV. 36.95 RIM 41.5 , INV, 4�1}.65 �\ �7 sz RIM 38.0 ems 7 i ' ewers P n� - 13"PwE, , a- , NV. 37 5 INV. 36.45L56• PIN `� -"--�-- "-moo - __ �a ,PINS7TE� � � ^-�o'•� -- __ I INV. 36.12�' 4.1 INV• 0' MPORARY TIE INTO EXIST. 8"W 14 INE 6 •• .,P- N,, =1 .� INV. 34. ;y9:eF3"57 i' 43.57 <-Q 1 '� 3"PINE ::rt3ti7 3,� _,_._a2 ,.u' =.:�. haC ^E m •'es� 7T*'•_ . 17 P1f' .: 12"PINE ,� ,4A.40 l,°,43.29 �y,1o:43.56 12" :1�. 1 �� "'' r i7"MAPLE' I -38'.D 3670 '•lees 36.79 A�1'��zr i� yA347 14 PINE '1"12 PINE 12 PINE .13 PIN_ .7 2 C f� GR LLCU 1B ' 14 PINE '"yR41, - •;m ° a .9� FINS - - - - wN , a3 as _. _ - - COA RUCTION {_A395 y„-:43.48 143,36 . 43.08 .as NSA.. -� . . . . . . a43 P E �'*"'13"PINE 44*15"PINE - - - - ° 43.23 ° 43.18 - .. ° 9 2_ - - A 14 .24EN.E» NU ay..�43.28 .q. ni3'S9 _ 11. -•; _ .3� p Y 3 '•"•�• '1t 13+PINE . • • • • T12•PINFS :' 4 •es'`* - 4 ... . _ `z4J) OP Bs� 4ws �• 4335 •-� A .>s 9 O9 •se. J� �s �' V w.. . . . . . . . 13 PINE - g v !_ r •fir y�][�• �,ip • _..:�h 14""PI ._._:_. ..1:a xR '.=c^ ,g._3 6 r r',cw�ra ,�7 72 ,=a' .48 ~. ...4.55, 45..,... - - _ .7y 0 1 INE . . . . .: 3. INE _ - - - - 60 SR 1 ` ,.713 52 .43 .,:."P h' p,k 14 3 , •� tits-�.h5.27 Ap ° 1 .., . } �ro ao o P B i�/�/Wy�j�/gyp ) �7?�7 • • • j„43.34 7 � _ v P N ' `120 `26D0i -�' R/ (rl/bNC� O ° WETLANDS. PINE 2:, 3 .- / . . . 13'PwE R PI . .:13 p IN ,..a INTERFERENCE 3 7 N- 2` 3 4 zs 35,705 S.F. _ PIN! '1'`PIN13 r'INF, ;+^'1 PI '°.:43.60 h� `.;; 9 t-. li ....r. •E a . 4 2a s PI • r.E, MANHOLE :. 2 4 _1 • 1.1 2� K qo R .5 / N �9 3 rya 1 p Q : :43.70 `12 13 ,-d r• 42 p ''xa h / -PIN ",6"PINE PINE.,, " P 7 i ° • `F 15 Pt . . • taw37.$5 42.3 " A so 24 F.E.S. INV. 3 s R 3 :, 4363 42.99 . 'vim �. ` 14 „.; 13 PINE . , " 14 PINE +, h iT - . . 11 GUM �..v. 3.57 rG .-PyINOpK�. 4t'+ti:7 .w7 5. 3PNE 13P NV. 35.38 228.70 W ted Owner 43,,7 8 e�Ef - PINE '�.d . 4w/10 x15 x24 E.D. a w . . . 41 :. I oo 5 NE / -�, 16"P 17 r. lE�s.22" v SPINE v 43fz 4"BPINE . . ,a oz SPINE �2`14-PINE a3.59 ;_ s, ° t . � / / I P � 20' EMERGENCY SPILLWAY H. Johnson o zPI , .`1 M PI IN )'^' °. 43.36 14"PINE �',,41 i.., 9.36 P S N :.,,. 4 a3za " EXISTING OPEN a'NIN eIN „443a. ," " C.I. N0. 4 q " , o a INV. 38.5 r 397, Pg. 209 M ,s'PI a PI^ 4z E ISTI \\ 4� " s ' ? R. .. " ^H W 1 M PwE �i'PIN DITCH TO REMAIN "tea os1 11 PI 1$"�.E.S`Li�V 4 .7 M'33.5 3 �p CI NO. ° a _ as''PIN e.s.: s to o I . . . . . . . . • . . ,4 PIN .SPw PI r RIM 43.5 - a;.s6 a.as" # /� W . . . . . .,43 47 .'.;a3 ,.°° - ;: y 10 X•154X� •E �. 5••t '.s:4 .801 4 / "7 PIN ..}: 3 W .•s43 . . . . . . .. _ 43 68 . . . . . . . .;. itPINE . . . . . . . •. 314"PINE 14"PINL4`F P PINEw -43. 6 ' "9 - . . . ` ` i k�' 42.55 b1' INV. 36.' 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ZZJ V. 34.2 fH..IW I .A3.46 ,+A352a--; .ySA 82 72 P 441 PIN s'",42.24 14"'• ::Z 42.16 „' : . . . . . . 39 742 S.F•. . . . . . MIN. 3 URY .y ' __ .I. 37.752 - - �s O ' 16"OAK 'Y3 IJ - : 1 ..,?-x`12"PpIN 3.9S,h PI i5 PINE 1 _PINE },i " PIN •_. 5"PINE 2'tlAt , .1 K �r.: p ''21 _ .. 1 Ems- r, f 12 PINE . . . 3 PI ems"`; •a3.6 13"PIia1 ..sue, PI E INE '•; 1,j FINE =s�,* �.25 : 2 PINE '• a,<^:, . . . . . . . . . . . . .:z 16"OA 'J , 3 (850� D s ' at4' �IO 2 3 PwE RIM 38 5 W 53 4 43. 74 PIN "a A4 R ,s A2.36 4. INE E` O o;40,54 R� 2 J� O / I -43.55 PINE;; w. . . h 4^ 3.52 PINL"'4 1 •PINE ':= 3. `� :: 14 P _-- 2 ,_ E -; .n ��,,..pp p ' ' ' N170AK Y'' 15PIN 2 ' p5 n I2 PINE 16 iµ"°;: T ;42.70 ,. 2237 . 13". �. "�12"PINE '.43.91 " 3" NE i FAx„ 34 PkNE ''��-"f3 PINE INE V . . . . . . . .. . . . . . . . . RN' O' S•1 b' .`1 ;38.0 K ,h0 NE C.I. N0. 17 I4 W E"4 PIN) ' ` '6 1 -`7G11MS . PIN"-.A3.`4i •4 : .. ,. _ .=. '1'a'14"PINE 4389 _ ' .. . .� 14PINE ,:,` . . . . . . . . . . . . . .�.. 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C,I, RJ RIM 38.5 reputed owner 1 ° 43.11 ° 43.fi4 _ ° 43.10 .. r _,. QO _ •a I `-' - C.I. NO. 2 LIMITS OF DISTURBANC -°yIII r ' a• rl�rt��Tfrt�-, -0 ;, co RIM : 8. INV. 35.8 Henry . & TST N0. 1 RIM 41.0 �;- 25 INV. � f I ry ..a 4 INV. 1.0 ss.Bo - I ' _ _ I LIMITS OF DISTURBANCE \ - _ a.n 7o e' o ® 39. N I �P DETENTION POND NO. 2 ° Monica N. Pie an V/ TOP OF BANK 41.5 \ \ % a 00I I. N 12 - - J I D.B. 1998, Pg. 225 " FLOOD POOL 39.0 ED RIM 3 .5 \ I - (C BNORMAL OTTOM POOL 3 800 \I3�is.00 40.0 49. NV. 5.6 L - '�� - I� ' I '� I p ' ' 00 reputed owner l>I 12�863 S F z o " ..� - _ - I/ I C\2 I William G. & Jo Ellen Rabon opl 04 F.F.- EL. 41.5 ° . �`' 0 j ` �J r_ I I " 8? D.B. 2286, Pg. 477 I w 3 2- 8.3z ' - _ _ ` ' F+-I \y�I CEDAR I I � � p �qI _ I r ON �. VF-t VAG� 1 �i� ,' \ /.. \ 1 \ - _ L - �1 1-rep uted - T O� I z I Eo R \ \ _ - - owner L� _ PPP (�-- N 9' ya' 30' ITY - - - I ' POND N0. 1 DRtN146E 14k I� Julia r - ,� , W =-39 6. J EA MENT `� I- - - T - 7 - JI I az' a Q. I ''f �. i I - - _ � I II Spicer, I 1 - - {I I ' ' IN-4 N Z) co __-� I Heirs O S, to t4i I � 5 o r 1 -,� PROPOSED - �� ` _j II D.B. 785 � - -) I ' 1 1�-1 "� I a GRAVEL 7 >aa 7s a 8 __ ) _ - 11 I i!] CO n 50 TEMPORARYCO ICONSTRUCTION )}. II . 3g 1 AH 4 x s7-ss- - -_ LC�- E� -�� p��\ Pg. 474 _ I w �-' _ CO I ENTRANCE n- AR - __-_ '_ _ `�°a-(� T J /� - =-l�l I N _ ' Q �� 6 I z " :� _ ° - - - - - - - - - - - 1 � .� 6 � - Q o� r TT I ,n , w ». .76 C. : N0. 14 . . NO. 13 TT �` � 8 S L L L w w J I ^ N 5A 0 0 a - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - I ° 3. "oAK RIM 38.5 o M 38.5 \ ,E-, LL - `C I I'1 V. 36.0 P -�_ o i I II 2 I INV.. 36.2 I \ Irk RU?OSED8,•S - a F•-I o s III I L�! (�OTHEERU o \ -�� I ----- ___ E-+ a w I I I I \-MATCH EXISTING I 1 CS 5$RCP reputed owner I --- _ I I I ASPHALT GRADE 43.6t G. Allis Moore ) \II 1a4.45 I I D.B. 1754, Pg. 979 reputed owner reputed owner r � 4X-4 o ? Robert H. & Rebecca Powell SITE DATA I I Teresa J. Bigford I lJY�/�� N � D.B. 1381, Pg. 738 D.B. 1652, Pg. 111 TOTAL AREA 12.7 ACRES t I I I w P� � � UN ZONING R-15 NORTH CAROLINA ENVI-JNP.IENTAL BUILDING AREA 27,063 SF MANAGG I, CC"t;,ImoN 300 SEATS IN SANCTUARY qq DIVISION OF WATu1 QUALITY PARKING SPACES REQUIRED 75 RECEIVED % PARKING SPACES PROVIDED 270 0 Date S� 2C �N �� ASPHALT AREA 114,820 SF I a I I s FSSI CONCRETE AREA 6608 SF 5(AJ$0/O¢CJ� Q ' '. I„ O 11tD![aWat9r F'6nn11 N0, MAY 16 2pp1 S E A L C4 b LANDSCAPING AREA REQUIRED: 9,714 SF = N �j D Q 17374 Q r �I LANDSCAPING AREA PROVIDED: 10,780 SF I o I LEGEND v l PROD# EXISTING CONTOUR A ''••. ..... _� 29.63 EXISTING SPOT ELEVATION ,,�REGO PROPOSED SPOT ELEVATION 0� 55' 1 105' _ 40' DATE 05-09-01 T ��0• SITE PLAN _-� DROP INLET w/INLET PROTECTION DESIGN PGT SANCTUARY FAMILY LIFE STORMWATER RUNOFF DIRECTION DRAWN MVL 1" = 60' CENTER - CONCRETE AREA 1" = 60' (�75) LANDSCAPING w/AREA C LIMITS OF DISTURBANCEaI� � `"MAY 0 a 26 SHEET 1 OF 3 01017 ��7 RpN pRAMEg } COVER. TOP TO BE FLUSH oR m 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING REVISIONS 1 PAVED OTHER I WITH TS WICKS OR ENT IC E AS n LA�� 4 0 J CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. CFy RI i•1 LANDSCAPE / WOOD OR STEEL SfA1E o. ` GORTAR L AVED ROADS PROVIDE A/��NO 1 1/6- 1 1/4' 0 TIMBER FABRIC 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN OMITS Date Description By 000b�FFF OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. r TOP OF COVER A ' A A A 1 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, .� o $ C.I. BOX .4' I ' ;.. VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MANHOLE RUNE a CGTFI A "Sl A _ Ac COVER IMx. 45 w `-+, MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. LONG SWEEP4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL cazi7E ADJUSTMENT A 70 3/4' �� ELEVATION �� OPTIMUM YD To I,I• �m! t,'. REPRESENTATNE TO COORDINATE REMOVAL OF ANY SOFT AREAS. / � P�� FP 12• W E� Ra�vNCEMEM IOW `/^ OOOO 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE t0 GRADE p�p �� REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. / MH STEP BOTTOM OF COVER PL/IN NEW Q VARIABLE 45 SFDIAIENf •/tM+A,1EMLL 6. -FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. I n F�� 1.5z MNMUM MAIN BURIED FABRIC SORH 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED I /f RFJNFORCN�O PRECAST ,eN• -- NIPPLE PER COUNTY AS DIRECTED BY F/MiNEER EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND /. ECCENTRIC TOp ELEVATION SECTION A-A REOu COMBINATION FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. L NOTE: BE MINIMUM 3 FEEF OF SEE PLAN 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE _ _ _ _ _ m r DUCTISHALLLE BE ON PIPETAIN I UNLESS PROPERLY PERMITTED FACILITY AS REQUIRED. SECn g MANHOLE STEP DETAIL D1Cf1LE IRON PIPE a USED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL q N wNHOL� 5' WALLTHICKNESS `V n TYPICAL FAR SIDE EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS I. rtITH ASTMI C qA BEL TREATED P IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE 4 I I� 6MIN. WALL THICKNESS TM�R SEWER SERVICE DETAIL C EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF FOR 5• DIAL BARREL r n NTS EIDN A - A F 2X4 WOOD FRAME THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. EqupL) WOOD OR 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ 5' TYP STEEL STAKE RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH ( NNEL {MANUFACTURERS) 2'-0• w I - WC I NO�'R' SON - C.I. BOX Y• .� ENERGY DISSIPATOR - M� F� � 11. EXISTINGAPPROP SURVEYING URVEYINGIATE °PE FORMED BY HOBBS LAND SURVEYING CO.. INC. AND SUPPLIED BY THE OWNER. f 1• PER IT °O _� ,WB+UAC E,TnPy - AE7 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE o L� "w w 'I No _ 7 _ THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER 1 at 2'-9 1/4• � AUMt Cow�INATKw � PRIOR TO INSTALLATION. Od�Fit l_2o IL. MAX 45' svTf.P 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT I i DAME71� Y+' i BENDS AS REOD �1V Pam �9 �� HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Qo °o I z n I °„°� MINIMUM 8• STONE SECTION A-A Qb' ° BEDDING FOUNDATION 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36• COVER ,-{I HIPPIE PER COUNTY ,o o °° ,�, _,- L ° MAIN ' �uK�� Y LUE "J ACM B-15m 0� 15. AT FINAL GRACONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. I ^76' oa00000000000ao 0000000a0000-- - 0000C_� MANHOLE FRAME AND COVER E. AS RFA'D RIMY LITE E.ffRV!¢ eJ METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY NIS RUE91ER GASKET NOTE MINIMUM 3 FEET OF COVER VM ACTAL� TJc •MJA• tg7Es: OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 8" MIN. SHALL BE MAINTAINED UNLESS 1. AS SYNTHETIC FABRIC, USE A PERV = SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING DnENDED YONOLmxcALLY CAST DUCTILE NON PIPE IS USED. &117INLD u AWL s71622 VJTW POLYESIM OR ETHYLENE YARN-EXTA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS BASE SECTION IXTENDED BASF NOT STMEFSC SM STITUAW < CH g-TMT BLUEM� ULTRAVIOLET RAY SUFFICIENTLY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT REQUIRED Frog < 8 DE'8) TYPICAL NEAR SIDE ArA7111Le"m T 6' MU POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TDANDRARY a. PLACE THE BOTTOM 12 NCIEs OF THE FABRIC IN A TRENCH AM TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. � I p SEWER SERVICE DETAIL y yai► 2• - 3• S�APPLIrATIO POOL W IT MUST B MAY E REPLACEDE � M OR 12XIN THE OF COMP TRENCH S SOIL LEAST 4 INCHES OF atDstm STONE 17' ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT 48W`0 STANDARD MANHOLE LPTJawL FLLWecrmY �� COARSE AGGREGATE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE NIS 1ti 2. OUT FABRIC FROM A CONTINUOUS ROLL TD ELtlETE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STABS AND FRAME JOINTS MUST BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. OVERLAPPED TO THE NEXT STAKE y VMr 3. FOR STAKES, USE 2x4--INCH WOOO(PRETERIED)OR EIGAVAENT 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS NTS T4T>E CONE PIPE ZONE ar,Anu� � SCE INIlIEL AtAORWILARY�[R METAL WITH A M MINM U340 4 OF 3 fr. B. THE TOP OF THE FRAME NO FABRIC MUST BE WELL BELOW THE GROUND AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ,RAIN,�„a 1/2.10 I/$'TAaC EURVALEWT vnu STAJALESS TEMPORARY GRAVELLED 4' ASPAML STAKES�Y AR ND SECURELY OR OF THE NNLO IT W BCE NECESSARY T DROP NO O KEEP TEMPORARY RLANOFF FROM 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A cTs Ar STEEL S77FEAENPS ArroN1L CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,6• O.D. 6- 6• O.D. 8• I aas•e•twecAEtE ro IN U3D„xouaart. (S� .A�L7rtf7! ,y' A9r 613{T THE MCKAD, APPROXWTELY is NCIES DEEP. DICE ON THE DOWNSLOPE SIDE OF THE STRUCTURE MIN. MIN. MIN. nc ro,.ac a nacre sane ro IY.xanlsco Iw r,xaww Y CONSTRUCTION ENTRANCE NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR om,cr�FEVSX FROM taut W. ,W eW X Wes.. NIGHT REFLECTING. I. �1 ,.0 am,Does Ors Y-s•w nE91X ro„E Ww�. ,•_2• AMM 4Av-& ?Eml Mr � .vrmevArAw7EJ7LrI� N!S TEMPORARY FABRIC DROP INLET EROSION CONTROL 20. DUCTILE IRON SHALL BE CLASS 50. 9lI i FINAL FINAL _ aN CENTER.STEPS vINL Tx x AOlxxmex:E wn+°"°si8.rono.aaJN. Am'i I7W-2P dP ETI/VALDfT STJP AM1MZ ANY£AWAlu FJTTAIG 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE r• 1 I"7 PIPE SIZE AS S X X use 19f,�'='iD ti;GAM urlss°"141'�010CAM' AAVM A AWSIM SISFFX7PS J LAV fDp CDMELTAy Tp CprEE2�y,EB1P�jp HAS STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. W { INDICATED xueo eluac wu aE IN UQ1EO aM III xnrx OR 4•San oawacTc al?A11111101,17�A� 'W 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR �..,..I 3• INN• euaaa wr,c usxo x,n,°`wY IN1C ,?•Sb1P 1lB ALL A07.11®LATE A e c A e c BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE � ON THE ` O n CLASS 1, 2 O sPOIa A01iD axcanc ms scr w awc we aF ewe..•m ro a� VA7LP AWES PAID FOR BY THE CONTRACTOR. ( ) 1.4 f. Ti O.D. O.D. W-W N ox uzss usz a•w/11. e'-o•w„Daa.ux A41JIV \-Am G AT JPETJF[EP A 11B1f'S sipvAr saw"aAtJ7YWJ aw LR L.TBRVALBYT +^rX I I y ro r" rsa 1aP or,xLL„�e " ,POA,�IWseswlo CONSTRUCTION SEQUENCE 1NRLV. •'�,• `' 6• MIN. CUSS 7 OR MIN. a-o�i,wmTcs w WE ious,m remlmw.Lr. Z'b•.WVT•irNlZ IC lA6L1IL�IEIYIDI'>IE MU1' 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR CLASS i III -I I I �I I I ++,R wd� nWlc,aaaE:wo rose s�,GM �Cr �QN�y�r� EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). E STABLE II��IE--STABLE e^L +a i1eO3 2. IN SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED FOUNDATION FOUNDATION ATS INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. MATERIAL. MATERIAL � TIPJGN VATE T,. vAr cavA TLEN nw RESIgOYAAL SNA ZE E6j q 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING T , PVC PIPE FMILY An1E LN LOIAVTY VFTER SYSTI9A BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, LTC. DUCTILE IRON PIPE A . d=iMAG"WAfMW > V A / INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING ' C ( C L CONSTRUCTION. r PIPE BEDDING DETAILS x - L 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. �/L F•� ��..��1+++•••��•••�� >e _ 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN PLAN SECTION PLAN SECTION DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER Z FUNCTIONING. RESTORE POND TO DESIGN. LEVELS AT THE COMPLETION OF CONSTRUCTION. SECTION,X-X a SEcII1014 y BLOCKING 22 1 �2' ELL BLOCKING 45' ELL 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS O W � �j A DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM DIMENSIONS AND ms 7. ANTERING 4" LAYERTOFLTOP OIL DRAIN PIPING. BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 'Z �� O seDTIWs or eWI a AIE OlWa tout eNrx IN1TeLY OEblCTIOTs FOR 2 A B c A e c 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS F-i ��yy N AWE R1 R. eaWM AWL ,LADE reE SPILLWAY LATE WINTER & EARLY SPRING O I-�-j Z TawW La.r N GY MG , - o.Tta uwn aT4e oAms SOON AS POSSIBLE BUT NO LATER TFDW 30 DAYS AFTER DISTURBANCE. Oat aaa7 oAot /-e 1-10 6 -0 +-o ,- TEMPORARY GRASSING DETAIL ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. + - - a>n Timasi mn uJaa �4 atti �;'` 2T 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. r'•\ w a+ , 24 4 t SEEDING MIXTURE 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS L Zr NCDOT CURB INLET DETAIL _FL0_"___ RATE (Ib/ac►M) 11. EMOVEPLAN ROVE TO BE ALL TEMPORARY SEROSIONNCONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.E. �-I ` I NM W Rye (grain) 120 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. T I"� VALES. 10' MAX. Z A r ply I�t an4Z�etaa pbiO MAINTENANCE REQUIREMENTS v O UNDISTURBED C� L AL CI Korean in Mountains) 50 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING �''�''I /y.� -57E71 OR WOOD POST SUMP CHANNEL BOTTOM L OmH annual le.pedeza when duration of temporary owAv is not to extend SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. '^ . . I , W ' FM ' - -WARE FABRIC BOTTOM A beyond June. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 1� v 7S.} . . -- FILTER FABRIC CROSS SECTION OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN YIN. 12-1/2 GA o g PLAN SECTION PLAN SECTION SEEDING DATES: ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL �., • I�-� )• - /INTERMEDWE WIRfSrT I` YY Mountains - Abow 25W fL Feb. 15-May 15 PRACTICES AS DESIGNED. BLOCKING 900 ELL BLOCKING 11 1 /40 ELL Below 12500 ft: Feb. 1-May 1 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET s � Piedmont - Jan• 1-May 7 BELOW THE TOP OF THE RISER. y157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 1� z Dai Coastal Plain - Dea 1-Apr. 15 SEDIMENT POOL NO LONGER DRAINS PROPERLY. } I I E I I TEMPORARY SEDIMENT TRAP TABLE 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT � ANCHOR FABRIC slaRr N0. ACRES REQ'D PROVIDED L W D TEE A 9 C SOIL AMENDMENTS 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY c 4 DIRECTED ENGINEER 1 0.88 1584 1700 85' 10' 2• t2 x -6 t-o t-6 Follow � of sal teed or app� 2,000 Ib/acre ground ogricul- AL MAINTAIN A BARRIER. � � /1 ` r n yL I I - - dud Imeetone, and 750 lb/acre 10-10-10 feRWur• S. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 11 1�• `�'• )z-c yT TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, { SEE RAN SHEET FOR LOCATION � DENSE VEGETATED COVER. NOTES, u U STONE SECTION A-A TO ox6 1- MULCH F4000 LB/ACRE STRAW. ANCHOR STRAIN BY LACKING WITH ASPHALT, NETTING, SPRING-SUMMER 1. FENCE FABRIC SHALL BE A MIN. OF 32• IN WITH AND NOTES: OR A MULCH ANCHORING TOOL A DISK WITH NUDES SET NEARLY STRAIGHT CAN BE PERMANENT GRASSING DETAIL v SHALL HAVE A MIN. OF SIX LINE WARES WITH 12 STA! SPACING 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST, USED AS A MULCH ANCHORING TOOL e 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF SUMP SECONDLY. SEEDING MIXTURE 36• IN 1WDTH. FABRIC SHALL BE FASTENED 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY a t••1 WILL BE NO LESS THAN TWO FEET. MAINTENANCE ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE SPECIES B - RATE fib/acre) ENGINEER. 9 Refertlize H growth is net fully adequate. Reseed, rwferbTze and mulch im- SPILLWAY PENSACOA BAIHIAGRILSS 50 3. STEEL POST SHALL BE W-O• IN HEIGHT AND BE OF THE 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES GL L meulststy following erosion or other damage. COMMON BEIi1LIDAGRASS 10 w00 MEASURED PERPENDICULARLY FROM THE FACE Va,. SELF-FASTENER STEEL NHGIJ: TYPE' OF THE LARGE STONE. A GERM MILLET 10 (Q 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND S 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF TALL FESCUE 50 To 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED 900 CF OF SEDIMENT STORAGE. PLAN SECTION TO WOODEN POST WITH NOT LESS THAN /9 WIRE STA3LE CTj 1 1/2• LONG 6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH SEEDING NOTES STORM AND CLEANED AS NECESSARY F(MIN. ONCE EACH 6 MONTHS). BLOCKING TEES TEMPORARY SUMMER GRASSING DETAIL 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SETICFA /y •^ TEMPORARY SILT FENCE 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY 2. USE COMMON BQBUGAGRA55 ONLY ON ISOLATED SITES WHERE R CANNOT BE- w s AS TO LIMIT SILTATION. CONCRETE BLOCKING DETAILS COME A PEST. 88WWAMM MAY BE REPLACED WITH 5 Ib/eae CDI EENECRASS. W 0 NITSEEDING MIXTURE NTS SPECIES .RATE Ob/acre) «) TEMPORARY SEDIMENT TRAP DETAIL SED'NGJDLDATES Y 15 o AS REQUIRED GoeNANr 40 �a �• WEBI BITUMLTN CONCRETE SURFACE TYPE 1-2 N THE PIEDMONT Are MOUNTAINS,U A SELL-SfELMEO SUMWNGRASS MAY BE 1�4 ;-, 4-U .-1 0 t 04 *13R sLIEISmUTm AT A RATE a* so IB/ACRE SOIL AMENDMENTS +- � „APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,OD0 Ib/aTxa �36•RC � 1>I A •I 20' A A , SEEDING NOTES p I I a GROILND AgUWL711RE LIMSTOE AD 500 lb acre 10-10-10 FERTLQIIt18•RC •I O OCb ° STONE �� x- - 1MYYI-AUG. 1515 (p CO w TOE' OF BANK BASCD E COASTAL PLAN - APR 15-AUG. 15 W `� 1&.L� A�T ILL Y • rl w LsI�-n• 6s•I. COMPACTED SOIL AMENDMENTS MULCH O O pp BACK FILL IALCH.APPLY 4,000 Iblocre GRAIN STRAWOR EQUIVALENT COVER OF MOTHER TACKING WITH ASPHALT RONIIO, OR NETTING OR B'!MC WING ENO OO a PLAN 6' TURAIL RESTONE AND 7 0 OF SOIL TESTS - APPLY 2,000 LB/ACRE GROUND A(XLCUL- MULCH. A MULCH ANCHORING TACKI TOOL" A DISK BINGES SEE !EARLY STRAIGHT CRIMPING CAN BE .� GALV. BAR GRATING - 1• x i/e• BEARING BARS. FASTEN WITH PLAN nFK LIMESTONE AND 75D LB/ACRE 10-10-70 FERTILIZER.TYPE J CUPS. ATTACH 70 1- /4' x 1-1/4• xt 4• GALVAN® 39.5 GALV. BAR GRATING - 1• x 1/0 BEARING F WITH USED AS A YUII]I ANCHORING TOOL. ANGLE FRAME. L10RTOR FRAME 70 TOP C STRUCTURE 38.5 e w AND FRONT OF WEIR.- ATTACH GALVANIZED WIRE TYPE J CLIPS. ATTACH To 1-S/C x 1-1/4 xt 4 GALVANIZED (.set CLOTH OyER SMALL AN FRAME. MORTOR FIAIIE TO TOP OF ouT1r STRUCTURE MULCH i !~ b 3 GRIT (8 MESH .020 WAR AND FRONT OF WEIR.- ATTACH pGyAELRVMU2ED WIRE FORFOR STATE HWY. REPAIR: 2• SURFACE 8 8• BASE � Q � N TOP39. OF BANK ORIIF'ICE (8 MESH SMALL DIAMETER 0 WIRE) APPLY 4AKO LB/ACRE STRAW. ANCHOR STRAW BY TACKNG WITH AAKT, TIMING, MAINTENANCE 3 FOR BEREFT 8 DRNEWAYS: 2• SURFACE 8 8• BASE .--1 ••••4 39.5 0LN FLOOD P 38.10 TOP OF BANK 0R A AS A ANCHORING 700E A OISIK WON BLADES SET NEWLY 5IIAOHHT A BE LL 41.5 FOR PARKING LOT REPAIR: 2• SURFACE $ 8• BASE USED AS A MULCH ANCHORING TOOL REFERIYIZE THE FOLLOWING APRL WITH 50 b/acre NITROGEN REPEAT A5 GROWTH - 36•RGP 8A WEFLOOD POO 34.65 E AERGE CI SPILLWAY N0.1 DETAIL CO1 LNTY FLOOD ATE FLOOD POOL 39.5 REQUIRES. MAY BE MOWED ONLY ONCE A YEAR WHERE A NEAT APPEARANCE IS - PAVEMENT REPAIR DETAIL MAINTENANCE °��°' °'� sERKIEw A� MOW AS OFTEN AS NEEDED. ( 18"RbP 4 WEIR REFERTLRE IF GROWTH IS NOT FILLY ADEQUATE. RESEED, REFER71LIZE AND WLCH W 0 I I NV. 33 RMAL POOL 33. '0 LEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. �Y RIVAL POOL 38. 3 TEMPORARY TV OF BANK TJV. 37., � •L •' FILTER Y 3 GRAVEL-TEMPOR PERMANENT GRASSING DETAIL Is•I A-n• Is•6 FILTER VALVE BOX TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE CAR ' BORON 28.00 6 � �� Uuu/ 4 CU. FT. GRAVEL \ �`, ,......� // SECTION A - A 41.5 BOTTOM 33"0 OR CR. STONE �� C` i tt M ENT�N POND OUTLET STRUCTURE N0.1 ao.e SECTION A - A CONC. APRON 2a•� OR 50. SEEDING MIXTURE SPECIES RAZE (Ib/acre) \:�•.�•'TEssl�,�;; NTS DETMON POND OLU STRUCTURE NO Rye (grain) 120 �(�N)R�I� � � OR FINISH E JM..Y7Cses. .RATE (Ih/aCro) TWEE VARETIE5) 200 25 S E A L N� SEEDING DATES JL1L 't<t., " � 17374 IERGE�KAY SPLLWAY N0.2 DEfNL = Z 3/4• STAINLESS TIE RODS, SEEDING NOTES JANUARY - APRIL meµ ` NUTS AND WASHERS W/2•TAP r - �/ MOUNTAINS P - RUG. 15-DEC. 15 AUGUST - OECEIIBER •� i VEGETATED SHELF TO BE PUNTED VEGETATED SHELF TO BE PLANTED COASTAL PUN and PIEDMONT - AM. 15-DEC 3o MAY O 9 �GL 'i/A C••••••'Ry \t� r-o SOIL AMENDMENTS REGO WITH WETLAND SPECIES WITH WETLAND SPECIES a MIN. '!I,uXIInUl1 SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACORDING TO SOIL. TESTS, OR APPLY 3.000-5,000 Ib/oae TOP Of BANK N TOP OF BATIK 6 GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND EMBANKMENT EMBANKMENT RENIFORCED - FOLLOW SOL. TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 1,000 lb/aae 10-ID-tO FE'RTLIILR EL 39.5 20' EMERGENCY SPILLWAY 38.5 EL 41.5 10' EMERGENCY SPILLWAY 40.8 VALVE BOX CONC. - ;., LANESIDNE AND 1,000 LB/ACRE 10-10-t0 FERru.¢FR. DATE 75-09-01 COUNTY FLOOD POOL EL 38.1 COUNTY FLOOD POOL EL 40.5 A A 9. Nll� MULCH DESIGN PGT ,a i i fIP a + 6• GATE VALVE MULCH NORMAL POOL NORMAL POOL EL 33.0 NORMAL POOL 3 NORMAL POOL EL. 38.0 e•- , � APPLY 4,000 ID oae CRAW S TAW OR EQUIVALENT COVER OF MOTHER SUITABLE DRAWN MVL/JHD I-=-I APPLY 4,000 LB/ACRE STRAIN ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, LMLA21. STRAW Bf TACKING WITH ASPHALT, RlW?1G, OR METING OR BY OINP- EL 32.0 _ ING WAIN A MULCH ANCIMNG TOOL A DISK WITH BLADES SEE NEARLY STRAIGHT CAN Fl 33.0 1L_ EL 38.0 1� n 37.0 2•SCHEDULE 40 PPE 1 - GALV. 1/2 U-ANCHOR OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIN HT CAN BE 1 6 1 6 3 4• STAINLESS TIE RODS, CAP W/2 BOOT AS SHOWN. USED AS A MULCH ANCHORING 100E BOLT F1HD AROUND HYDRANT � USED AS A MULCH ANCHORING 100E T FOREBAY 3 MAIN pKX)L T FOREBAY 3 MAN POOL AND R F� 2'-0" MIN. C NJC. BLOCKING. POUR BOTTOM EL 30.0 1 l__ BOTTOM EL 35.0 1 MAINTENANCE AGAINST UNOSTlN28FA MAINTENANCE 3 3 BOTTOM 3 t',t4,`-CONCRETE BLOCKING GROUND Repair and MerURze dartwgW areas immediately. Topdress with 50 W/acre FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 3 BOTTOM - 'Rep in March. H It Is necessary to extend temporary corer b" FFBRUARY, 40 lc IN SEPTEMBER AND 40 lb IN W/NOrVOIEE'R, FROM A 12-4-8. mre NITROGEN 14 MLMRY C 3 EL. 8. EL 33.0 P GATE VALVE WITH TYPICAL HYDRANT (TRAFFIC TYPE) June 15, oAeresed with 50 lb/acre Kobe (Piedmont and Coaxial Plain) 16-4-6, OR SI ILM TURF FERLIIFR AVOD FERTILIZER APPLICATIONS DURING 2' OPERATING IMJE or Korean (Mountains) Nepedeza in late February or early March. WARM WEATHER, AS INS INCREASES STAND LOSSES TO DISEASE. RES®. FERTILIZE, NEE NTS AND MULCH DUAA13M AREAS MLEDATELY. NOW TO A HEIart OF 25-3.5 INCHES SHEET 3 OF 3 DETENTION POND & FOREBAY SECTION NOA DETENTION POND & FOREBAY SECTION No.2 AS NTS NTS 11115 01017 t - - Y