The URL can be used to link to this page

Home My WebLink AboutSW3110401_APPROVED PLANS_20120727STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE YYYYMMDD n CD U4, Z D 00 GA Four 8"x3'9" orifices (one on each 5161e) on the outlet structure = weir 5G8.02 Elevation Top of Sod layer = 8GG.8 Elevation rrllrrlf/IJ of E sSI piH.',?i': SEAL - - L— 3810C. - i certify that this map was drawn by me from an actual ground survey made under my supervision; that this topographic survey was performed to meet Federal Geographic Data Committee Standards as applicable; that the original data was obtained on 06/15/12; and that the survey meets the Standards of Practice for Land Surveying in North Carolina (Title 21 NCAC 56.1600) -'' 2 Profession ol La;78" urA �6yor Date Topographic "As —Built" Rain Garden #2 Chemetall Foote Corp. 348 Holiday Inn Drive, Kings Mountain Cleveland County NORTH CAROLINA 20' 10' 0 20' 40' M il. I 1 i► �, l�I.(: . .� T .' 1' x I 1 ' i � � if �� ! � S r •. I 1 ! I t,f i11 I j _ �. S� �� 41 11 �� rf 1f' �'. � i 1••1 1 � i r .. 5.i _, .f, _ 1�.� !IJ �. � .. r1 1 I: 11 I YS li'�l i�;. N CD �s Z 0 0 i Q Four 8"x3'9" orifices (one on each side) on the outlet structure = weir 8G8.02 Elevation Top of Sod layer = 8GG.8 Elevation �• Q�' SEAL L-3810 SUS`.• �!V`• l' C_' t� l�fl,IlllilO I certify that this map was drawn by me from an actual ground survey made under my supervision; that this topographic survey was performed to meet Federal Geographic Data Committee Standards as applicable; that the original data was obtained on 06/15/12; and that the survey meets the Standards of Practice for Land Surveying in North Carolina (Title 21 NCAC 56.1600) Professional Land iur'veyor Date Topographic As —Built" Rain Garden #2 Chemetall Foote Corp. 348 Holiday Inn Drive, Kings Mountain Cleveland County NORTH CAROLINA 20' 10' 0 20' 40' 60' '.T`:_"'T-`'..,�" r� '.'T F" 7,T'TIT---r, �:-r- 7 T79'-.'. �.._��;;,,r,.i.�l CIF° •-__<<._I,._r• _.� � _._. _�. �__ .. ... _.. „,'_ - �__._�i.�h,;1il.t.,.,t_.I�—y..��_ ____�.�,.__. 0 � o Q _ 0 n 2. Q III � a M emm O o 0 H ^ CD � N 0 CD Z 0 z 0 X C o m Cn 0 q O z Cl)Cl) rn -' C w 0m o --L0 -LD m N t Chemetall Foote Corp. New Office and Laboratory Project 348 Holiday Inn Drive Kings Mountain, NC �T-';*i , 7 12 HensonFoley Landscape ArchitectLre Civil Engineering No r, rJ.`'A C 'r t 5 Ft� a Adams A R C H I r, T E C T S 10020 Park Cedar Dr, Charlotte, N.C. 28210 704/341-0303 Fax 704/341-0652 THIS DRAWING IS THE PROPERTY OF ADAMS GROUP ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. iYD rl� • I' , 1f0 .. r tl• i.1 .' r I I11., sl 1 r .I!' ; �`. �r f-.I 23 10224 Hickorywood Hill Avenue, Suite 101A, Huntersville NC 28078 p:704.875.1615 1 f:704.875.09551 1 www.hensonfoley.corn I . , 1. i I, 1' e� 1. . «1• ' "1 • , E. F. �•� -� 11 ! 1 1 1 - 1 I -, } f 1 1 1= I i` i i i 1 f � 5 E� N 1 �1 1 { � f� 1 t l I r l • ii� 1 !�. 4. fl + !: �: •r.,;li. _. {,s. K..". j ' .- ,.,�. -�: �1'1.�..•.!.1.'_a ...,.[.?•1 ? t,5.:.-�.. .... ;;' .•i •Y.�1}.- .,, ',d 7:a i."�'J 1.Y; '.;1'�*.1 ii ��n.rN rri r'�nr h[ r.r,;y ,r. ..,, .r, ;i ..: . .. .. . .... .... .. .r, .. .,.. . G..r i•�ri, -ir ;�' hr r t 1. 1,i r :1 t4 r r e i 5's7r,��` �`,1:', 5w�. a� '{`,� �/ ,�.,.,r s i L..r r , r • u "yyr 1 t:'', •7;+'"y'�t''�A1� t''+ y, r' - _ - __s_�� _ S .,�e ^�_ �� 1t�1t_.Y.� �L' Ls—� r:! . � _ � .__: —' _ _ ..— — _". .. .......:'a,�Li.Lu '.f•i �, � � +'.� L 3. .. �...1a u1�. NA21029 Chemetall\dwg\Sheets\Guard HOUSe Package\GH-EXI EXISTING IMPERVIOUS COVER.dwg, 3/23/2012 2:07:50 PM, DWG To PDF.pc' A' . em E i O o 0 0 0 0 o m o o — z � � `� � �ChemetallCD m Foote Corp. o' m Q _� New Office and Laboratory Project o� =z A R C H I T E C T S N am D 348 Holiday Inn Drive -� *D HensonFoley r ) Kings Mountain NC - - C m % g 10020 Park Cedar Dr, Charlotte, N.C. 28210 704/341 0303 Fax 704/341 0652 • o Landscape Architecture I Civil Engineering CD N CO $ THIS DRAWING IS THE PROPERTY OF ADAMS GROUP ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN is WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. 10224 Hickorywood Hill Avenue, Suite 101A, Huntersville NC 28078 "s p:704.875.1615 1 f:704,875.0959 1 www.hensonfoley.com cC�' C J i;ro;`( ;k ;ri 7.Ti a+A aI i,,�.. N:\21029 Chemeta11\dwg\Sheets\Guard House Package\GH-EX2 PROPOSED IMPERVIOUS COVER.dwg, 3/23/2012 2:13:18 PM, DWG To PDF.pc3, 1:1 o�00000 ci > M 14 � z X 0 M 2 < M 0 z C/) z cf) C/) C: M 03 M r CD M 0 z CD --k > N) m-n> 1\) (.0 0 F-- n M 0 Chemetall Foote Corp. New Office and Laboratory Project 348 Holiday Inn Drive Kings Mountain, NC M N HensonFole v Landscape Architecture I Civil Engineering 10224 Hickorywood Hill Avenue, Suite 101 A, Huntersville NC 28078 p:704.875.1615 I f:704.875.0959 I www.hensonfoley.com A am le% a d s A 11? r 14 T T P r T IQ 10020 Park Cedar Dr, Charlotte, N.C. 28210 704/341-0303 Fax 704/341-0652 THIS DRAWING IS THE PROPERTY OF ADAMS GROUP ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. N11 Contents: PH2-C1 COVER SHEET V PH2-C2 SURVEY PH2-C3 SITE PLAN PH2-C4 PHASE 2 GRADING AND EROSION CONTROL PLAN PH2-05 PHASE 3 GRADING AND EROSION CONTROL PLAN PH2-C6 DRAINAGE AREA MAP(issued for permitting only) PH2-C7 EXISTING IMPERVIOUS AREA MAP(issued for permitting only) PH2-C8 PROPOSED IMPERVIOUS AREA MAP(issued for permitting only) PH2-C9 UTILITY PLAN PH2-C11 ENLARGED COURTYARD PLAN PH2-C12 SITE DETAILS PH2-Cl3 SITE DETAILS PH2-C14 RAIN GARDEN DETAILS PH2-C15 UTILITY DETAILS PH2-C16 UTILITY DETAILS E M Phase 2 Site Package Proposed Chemetall Foote Corporation Kings Mountain, Cleveland County County, North Carolina Applicant / Developer: Chemetall Foote Corporation 348 Holiday Inn Road Kings Mountain, NC 28086-3615 (704) 739-2501 APRIL 25,2011 con x �U Vicinity Map N co L. IL U co oz M L r a� w ce) W CD zo o allo N 1_ Uao z 0a �o � Nn 0 om -C �o U az O vi aH L W Co L � a 2 z w UL3o S2= L 3: /e cc a- 0 N CD SCALE: N.T.S. L E v O v U q c � •rn Z a� , - V -C CC? o N Q a o -� U C � Y � = O N N Q ®COPYRIGHT 2011 pappr�vpci Stprrnwatai k-art:a�t uu�t�rr-rits Construction in saCordance with these documents is required by the storrrw8ter Wmit North Carolina rules require that the storrnwerter system r�es�nar Inspect daring construction, ceRNy �Y +ram to plans and specs, and certify cIkNtCe w#11 ttte s;,ormwa:er rues. (IsA 14CAC 2W .1t�8[))) Permit #_ sod to % .. _-- Date z by jX,A, NC Division nr 1Wa10r 9 Ci t d 6.Z V L O [� � o V a 0 >bo cc .� 0W 0 .� 0 l) 0 0 CO CO) L _j �M o � V z PROJECT NUMBER:390 HF#21029 ISSUE DATE: 4-25-11 REVISIONS No. No. No. No. No. No. PHASE 2 7,?U 11 PH2-Cl Cover Sheet V-4 O � ,, ql ,S ,i ` V101,1 J jr �x / ��'� '_ �. "�� `. .* ; / i 3 �� ` , i �� • t 3 : i / / '� , a� \ \ \ , % ._ ' 1. * , / _ / r` _* . / \ _.. _.__ .. - , \ . -_... .,.... .. . k / v 1 END OF PAVING LIMITS `' . -_. , r EXISTING DRIVE -OVERLAY / ___ WITH 1 " ASPHALT `', ` , � d O / , ...... _ / , , 'NO CURB AND GUTTER .. . \ `, ADD ALT. # 3 DROP INLET Q /. oN`THIS END \ .:CONCRETE PAVERS :::: • • • °= � - i AT BUILDING ENDS. RIM=877.92 o c, . __ / .............. '•1 {GANG. SIDEWALK; / / . J • CO I `] —I. / NC. LWMPSTER -....._ / U O PAD � � .. _ 1 .. N BASE B D 1 ! N 874.37 ._ -u. _ f'A- ^7 - / ,_, DUMPSTER WITH ENCLOSED SCREEN - �. ,^:.............•.......,,................ ALL AND OPAQUE GATE.. , ' , :_._.-..__. 1 1 . / ........--.. E ... , ........ ...•......•. h..., .. .. _..... __._. ......... """"',,.. O - - _ . I / p E 6 ed#M P T l ffi E�» G' _r' a 4 � 1 1 s 9 Y li �' 'F a t .,\ a^'i. Ra a. ........... f tl I I +�a Q TAPER CURB TO FLUSH ,,� . sr. .� M3:, ,u a Fx aS- t G: . ............................. ................... "C ; >a -.':. Tax » 1. , s ,< .. 3 a EXISTING IGN •••..•........... j$j 4 O� x-s., � . 1 :lam x 3 A a°: - �.: .a••x.. STOP � ) DUTY � 5 CONCRETE SIDEWALK ! # I r 8. m , ....................... N rtl �" #Yk �� i E �£d . ........ ... •••......•.............. . o ............. . t [(jay ! Y L `�/ 9 �� G 6 / 0 G � m o. GHT�E � P T �° l • E ✓fit q t • i! �' �►. :w+ �+' '� z ,x <, em :at M' .h.. .F. 5.t. ..'_ ", Cto "L, x`.. L .. <n-"a x O L� \ : �v �µ • r /� i s "x% 4 a.� • �...' . P E` ': I i #G ' I a COURTYARD �° tl � a. • .� FOUNTAI N ALLOWAN � � < ,t ::: ..1 .....' .... ..... ...... ................... ( s ,. :ONLY I � ,. i .3.. r. � p �S � .Y µ Y.' _ . n't' s r d. � t t t.r• � it st k.' E @ jj / P ..Tel ',�' Y-c f F x .w . v ra 3 5 x z 3 1 - 1d `.rf EXIST �'ti' ` L�., ING SIGN 0 5 a ITT. r {/ S TOP .. - R ;.;. OOR SERVICE _ _ `` . CONCRE7EP- '� d - �' EA' eu►sE ego m � CC ;.. EWALK 5 W ) �....:. •WITH . EN . •-SE:E ARCH: `D .. G ............ ::::: = �' s. F tiff : — f, r' '.i: - •l. tl ',� s- :� •� �• f' END OF .' N ` ::� PAVING 4 r a�m-rt f 3a 3 / k 4 F: G � _ 4.. LIMITS ............ ........:?, /` ,:�"' � . zp a / ` '. a` w4'# J�. ., gY �y; 3r }F', #k E.^""fi"sr is k .;: HEAVY DUTY CONC. TT ,ge `t• -.-x�.- 9 ;, ?".- ; it Gt�`AR HOUSE ,a=i 3�11;: M NT �- . hip^ „�. PAVE E IN SEI:I/ICE i apr � �r� t= ITH GATE :':-: °: ;. � AREAS �—•• e:Y3.` ' 7 ...:........ r �w 3iu 64, aw PUMP HOU E :. .. .............. t� , / CONCRETE PAVERS .' 8Y OTHERS ........ _, .... .............. R \ R"y,: AT FRONT ENTRANCE 11'�1\ f`' PEDESTR ( ) r 3" / N ki» �h« . _sn 18 CURB AND GUTTER k,: : / � T NCR AROU :GUARD HOUSE r' GO ETE SIDEWALK � 'a� NO {. #Y� � HT UTY FLUSH ::.+°l.....0 ....::.:::..:::... ' 4 BOLLARDS .... � ' HEAVY DL .. l Ci[ 7 : P T / / \ •:;: BI E CONCRETE :w ,... VEHICULp ......................:S"f." .... E i S -� RAC 1 _ V y} r t,. • . ............. j' , a, _. ^... a ... :. _ ,. ..:. y, 18 CURB ADD ALTERNATE- \ �}� f i % �tl 24 PARKING SPACES. r ••:gip'::• 3 .FLAGPOLES ' BASE BID IS CURB ALON a' � .......................... 3 G E`. 8 i SIGN -SEE v ' DRIVE AISLE �.. :•::. • ..................�::::::::::::•:::::::::::::::...... f ., \ �A!.. f DRAWING O s 1 >,� 5 ry \ $• 1 •...... •.... ' R � BIORETENTION CELL #1 " .................. .......:: F�,. D MT. PULL OFF AR AITING AREA . _ k'. RAINAGE ES \ . .,..........: .,•......•................. .......R:::::::::: :: :..::... FOR TRUCKS DURING EARLY HOURS v HT •' • • • • • • • : • • •' .. ..................... PH T �:.$.. I . ............: .. ! •.•..r••••. •. ••... ••••.• •••. ... •••� I ', •......, •.,, •••••, •• ••• ••.'••••, •••• _. . ............... ... .......... . ................. .. 6 . . .................... :: 3 CONC. FLUME --BOTH �. I • GENERAL NOTES: SIDES OF ROADWAY �-�- ^ '_ PLANTING AR 1. SEE SHEET SURVEY FOR GENERAL EXISTING CONDITIONS INFORMATION. .". "'' .... HANDICAP- PARKING, ' RAMPS, AND SIGNS 2. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED .' . -' LIGHT DUTY BY CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL ' ASPHALT ~ _ ~, , LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR. - 3. ALL CONSTRUCTION SHALL COMPLY WITHIN THE CITY OF KINGS MOUNTAIN AND -_ / v .,, � ti THE NC DEPARTMENT OF TRANSPORTATION STANDARDS. 1� ''--. J GEO-TEST / - -� ,r \\ WELL a 4. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR :_\ v .. _ :.a REFERENCE PURPOSES ONLY. CONTRACTOR SHALL USE THE ARCHITECTURAL AND v -1 v / �"I ', STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS. �� `' ,,/ // \ ``t .., I v 1 \ \ 5. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OE CURB UNLESS \, ✓ ' / / BIORETENTIQN CELL #1 6 CHARGING STATIONS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE / .� DRAINAGE ESMT. FACE OF STRUCTURE. v v �-v� / / 1v \ . / ASPHALT TRAIL/WALKING `. 6. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY � PATH FOR FUTURE LINK APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED v,,v A v �'� / /"'TO LOCAL TRAIL V ; SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND ,v _ i / / REQUIREMENTS. 'v /� � � `1 �` �' -�. / 7. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO / CONSTRUCTION OR DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION `'., , OR BETTER, AND TO THE SATISFACTION OF THE TOWN OR STATE AUTHORITY. ` ` ;' 8. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE / " .. ` , WFORMATION INCLUDING UTILITY COMPANY, OWNER INPUT AND MUNICIPAL RECORD j MAPS AND FIELD SURVEY AND IS NOT GUARANTEED CORRECT AND COMPLETE. I ; ! _ y UTILITILS ARE SHOWN TO ALERT THE CONTRACTOR, TO THEIR PRESENCE AND THE ' / % ;' / CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND / : � / / / ELEVATIONS OF ALL UTILITIES INCLUDING SERVICES. PRIOR TO DEMOLITION OR' I CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "DIG SAFE" 72 HOURS BEFORE ' COMMENCEMENT OF WORK AT 1-800-632-4949 AND VERIFY ALL UTILITY I r' LOCATIONS. 9. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC., IN CLOSE / PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRICAL LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SA EGUARDS. �' / T / 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR / , PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, , SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC OFFICERS OR REQUIRED BY THE /' ; , / /% ; I e , LOCAL GOVERNING AUTHORITY. ,% � � % �. / / . 11• ALL MATERIAL SCHEDULES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL PREPARE HIS OWN MATERIAL / / / ' ' / f SCHEDULES BASED UPON HIS PLAN REVIEW. ALL SCHEDULES SHALL BE VERIFILD /' ,/ IN THE FIELD BY THE CONTRACTOR . PRIOR TO ORDERING MATERIALS OR / / . ' / ' / , i PERFOR 0 K. / ; / f 12. A 20' ACCESS ESMT. SHALL BE PROVIDED FROM PUBLIC R/W ALONG .FACILITY / / ; ar. / DRIVEWAY TO EACH BIORETENTION CELL. � `I 1 ", - /,. / / // . , 8" CURB AND GUTTER 9• �� PARKING . ry� / LIGHT DUTY � ASPHALT TAPER CURB 6' EA• SIDE FOR RAMP V �,: ' _, EXISTING DRIVE TO BE EXTENDED TO 5' CONCRETE SIDEWALK NEW PARKING AREA -PROVIDE CURB AND n +. GUTTER/OVERLAY ASPAHLT • , v, . _ . //� , ; 1 ', s f \ . f ' "\ s C 1N ,> - I t'„ // %~ ' � ,s / \ \ -„ 1 1 #:, `��`�p'a. PLANTI G AREA \ . % . \ ., � ADD T. # ''3 / . 1� \ 1 Y,' CONC ETE/ PAVERS ,y% . . 1 _tl � ' AT B WING ENDS`'/ ." CON SIDEWALK \ /�jj. �: y \ BID :_. IN E I S -1 az: ap ' $, ti ° ^ " ° \ P k..Y" 3 � \. '\ .fl� l 4 .,v,; Ji 1 _ ; , et ;b �: / CURB CUT I / \ FOR DRAINAGE • 9 :� I ;� �% 1 3 i y.Y »u:t i€ ,eaes°' ° a °. ° ° .m E:;:r :. .rrxe::: ° < < " ,: ". »8" : pa °: a :�s:. ✓ s>»'.�?a. r;v> •" ; - _ / � ::: .:.; INTO RWN rr> S ° #° mac. •. .:>" .> tl -. ° a ae. .. ue va ,.. a. 'ca <E,..za»"" < :' :.tlxF 6 p ; -.: . °a m� _m ::°n l / GARDEN INSTALL AS ..tl .r °.° .:.. :::: t t ✓ k k } i` �tl�� x � CONTIN U ADD � k � � :: UO S aF. / / 3.E � II11 '�y a � � ti' , S. ",9 "t' IE = L _ ASi3d �$ I a 6 AFTER DEMOLITI tlG a5�y � - .F Sp E � i „�$ s a l »„.tlpa :"bra t' I .cx;,Ga° 'sf / - MATCH LINE "8" K } e� P ............. X I 7 � #t :> � ADD ALTERNATE 4 < < -f- h , �,� # � � STONE ° " BIORETENTION CELL 2 1 > � R as a.� -HEADWALL BEN , I B r N Y tlG .� i Y '. a. "v ?:✓ o- <.. tl•• :;E FUTURE AFTER DRAINAGE ,ESMT. _... 3 -ate E �, ° -,.:v � ' v: tl , 55, f I i BUILDING DEMd s t i, h-,: SEE INSET BELOW FOR t €`.,at DCiST1hIG ," r ................................. / x 2 TRUCK PARKING Afi]NG st � a A F //�� / CORPORATE / / FOUNTAIN 2 1 , u OFFlCE' S AREA FUTURE S H EAR ( ) _. k E ' k 4' r P CURB UTTER ON THIS SECTION � I HASE AND G � I a ............................... � _ .. ' -_ .................................. • • OF ROAD AND D AIS TO PARKING RIVE LE L AREA. COORDI NATE WRH FUTURE DEMOLITION COURTYARD .... OF IXISING CORPORATE OFFlCE BUILDING. x ,:, x �_. , k A F .. S� t { -. . k„ i. .F :"i---- i a;h:: 'Qv' 'rn , w. I w L: k . h i N- J / t .✓ a x' "Y 44 shy`' .x .,'~i I x I s k., a w x_-I : "\ >t t `- 'ram >.f.<� - r^. / s: DRIVE TO BE / OVERLAID WITH NEW S i, x' '1 i^ 3 �"?� ) 'i� ':; kip. � `., i x' �,. � AT. P SURFACE CO BACKFlLL TO NEW �1i il't N' d J e ,� �,_: EDGE OF PAVEMENT. r , .tK .:i. t. t... rx: , :�. stiff, t',Y,� �=,, /. :" 1. .>'-< .:i,C- '- 3 ............ ....... i v / n n E3 k =ar'+ > � � a�ai'e •> % .., ,... AUD ALTERNATE i I:k,,, :.�. / _._ .............................. . : I / �.,_ CONCRETE PAVERS IN ". i v: R --STRIPE IXI s \ E STING PARKING LOT TO ALLOW ..>Esi rs�. i :.. >... ,, PARKING PHALT-.....----•-•.......................: COURTYARD BASE BID $:;_ _ ;,. \ ADD ALT. 3 TO BE REMOVED �.� 90' PARKING (11 SPACES). EXISTING CONC. SIDEWALK r,w \ % T E �t MEDIAN 0 B REMOVED PHASE CURB TO Y�f NCRETE PAVERS a € u;i ti•: , t ^"` =� � � �� ILDING ENDS. ALLOW EXISTING PARKING LOT TO REMAIN . a! �..:s, ,� �:�.�.,..., DURING CONSTRUCTION. ,,**aa 4. CO `SIBEWAILK _j. Y. �Yi• ml BID -, ) , a w.§o I. __ °s i w i.v a �i • 4•• tl t .s ' < .: 9 r:: :::: COORDINATE NEW PARKING WITH DEMOLITION OPERATION :Rtlt. " C d : E ,. �� SCHEDULE OF EXISTING BUILDING :3Y HT n HALT t [a iµ i-K'l ! NG DRIVE WITH MO ON OPERATION ,:a CON COORDINATE EX STi DE LRl / E:: m ,ar....a� I ING m FL E SCHEDULE OF EXISTING BU LD CONSTRUCTION TRAILER ,� ° 1E,"' ,_ � � ::EiE;41i1!•:nkli'i�' w.: . , •: E` &T-" LOCATION . y4 t a { E G i �__ 4» _ _ , — I I 1 r I 18 CURB AND I I GUTTER . y'" i HEAVY DUTY - ASPHALT DRIVE HANDICAP PARKING 3 ONC. L '14` j RAMPS AND SIGNS a, FLU 3 L E. m� {LIGHT DUTY ASPHALT :x ,,' ' ''' O .::.:':::. FOR PARKING SPACES l 3 ' Y' ) 1 � " P. -. . 9 �> A S - / •> S- =i.-R K ............ .....•.................... 7 CONCRETE SIDEWALK ; �" ' ;: a 4 ,: 7: L AVERSy`y :.M:• 1. GRADE ... .. •........: h �D GUTTE r, .:�:•:::'::..,.:•:::: _:,. R ::F�•,F3:::- 1 5 RCH. ' ', :-k{k�iM'�1•ir ,'�i4 P 1Af.'� �':::.:: ::::'::: t6: : l:�'�:.: i� // HEAVY DUTY CONC. PAVERS HICULAR {VE ) .•. •..• ••. /, N /, ....... 12 CONC. BAWD i r / \ / / / ^•---18 CURB AND GUTTER- �` / / /' / /, . i. / . i /' i^ I ,A / : //; , . .� / / k , i I /// / '/ / \' 7 r ,i I �' ., �� - , � /fir ASPHALT SERVICE DRIVE / FOR FACILITY -CONNECT TO EXISTING / 1' .... v , \.X , v . \ \ \ EXISTING TRANSFORMERS WITH NEW CHARGING STATIONS DURING INITIAL PHASE OF CONSTRUCTION, LEAVE EXISTING ASPHALT IN THIS AREA AS A TEMPORARY CHARGING STATION FOR ELECTRIC CAR. ZONING CODE SUMMARY ITEM# ITEM PROVIDED 1 BUILDING SIZE 54,9505 SF 2 PARKING SPACES REQUIREMENT 3 PARKING SPACES PROVIDED 136 4 PARKING SPACES REQUIRED 5 BIKE PARKING SPACES PROVIDED 4 6 HANDICAP SPACES 5 SPACES TOTAL-1 VAN SITE IMPERVIOUS EXISTING: 127,117 SF NEW DEVELOPMENT: 189,759 SF INCREASE: 62,642 SF / �! ✓ / . i �.. .' :` G '/! O �A W �.. >9 h •' i ,, . / . i i f . % �' , o1 % - •' / .... ; /, I.. ,.:. IONS �. �: , . . • : /; . , . / D . . /� ry`I� /r' ., ;: 1' TRUCK PARKING AND WAITING AREA I • ' 12' WIDE BY 220' LONG -HEAVY DUTY ASPHALT. . . % RELOCATE ANY EXISTING SIGNS �- EXISTING ASPHALT TO RECEIVE A 1" OVERLAY . /' . . ! . . .:..... ........ . CURB CUT ' ' ' _.. FOR DRAINAGE • •. •/ INTO RAIN ::::: _... _.,. �\ O�GARDEN INSTALL AS ... bd�1NG CONTINUOUS -ADD - x v AFTER DEMOLITIp _ .. :. I�' MATCH LINE . :.; ' .:.-: :•::�:?•:::::.- : .._,>` ., SEE I BELOW FOR . ' TR PARKING/WATTING ::u_ .F: ' PHASE CURB AND GUTTER ON THIS SECTION . INSET -TRUCK PULL -OFF N m E rI �I UI WI c� �V �a Q N CO O IL m O ti Cu wU a LL. V 2 M Ir CCO Lu R U7 0 oW r a , m M E w 1 m as O �O ~ z T Zo a� e— a W Ua N U= U �O Z 0a U, Z 0 a m 0 ou, a om (o 0 o -C no U aZ L. a t_ 0 x �X L y fL Z Z a �0 U o }p L_ N } Cu 0 N O O T On r L N c C C%I O �.r c U U OL Z T N C LLJ N O O 0 7 _ U c C G7 � � a � L �I a 2 v } U N Lp h 0 %w -) o- U L C GO Q > o Q7 = .� 0- — U 0 n, a c : W 0 Cq V 2 - v O v n cN - n Q - E y� T� W •4 V Z L •-� o o C - .� 0 L a A ttf v .O O 0 o O1 C L p. � M SG m J 1 r Aw 0 r� 0 "= 3 V 0 Z PROJECT NUMBER 390 HF#21029 ISSUE DATE: 4-25-11 REVISIONS 5-3-11 -ADDED BIORETENTION NO. I CELL ESMTS PER NCDWQ No. No. No No. No. PHASE 2 PACKAGE S 0 15 30 60 Si4e Plan Graphic Scale 1" = 30 ft. _ _ ,�� l � �� `� a L�� i ,�'% `�� — . ' 1. 1 � - . : � , , : :, ; 1 ., , . T I il X (0 X. N� N, 9 %: z N. 0 00 CO 'N� N, A) .31 INN N F N) �0 kit 'N1 :J G-) ka. . . . . . 0 4: 0 < _U - -4 JP CA J> go 'N !9 A. '111�, iiie, —4 21' y " X" . . . . .. 00 jr. 7. ...... J1 1 A C) . . . . . . . . . . . . . . :fJ N Ai C) 4�, M., V W ck, �z, z V cri > .7. CP M F cc LU F,— z 6 b N, 7� 0 J r1J 00 —. 4 �i K, C . . . . . . . . . . . . C . . . . . . . . . . . . . . . . .. ... s% N, V ..... ..... . , 4,:"-": , , 7 N— Z, 7. 1 ... . . ...... Isiv s-11171 7"� -s� -T -7 -V I I U i'l . 7 . 'i i.. . . . . . . ... . 'Q ILJI. '-s . . . . . . . .. ... T" C , 00 DDLU N < NN. LD `J �0 TZ co �Z : " k*. Z m U). A N b.w lip- s, Lo 10 ggx- Z. gv �f : g J'! N11 V X/ 77 ::i 0 WE, NY- @ @ 0 q1 41F ; L 7 L 41 all CID J is 5-4 f 70��: 00 L) 0 is, s V X S2 Z; N— A, 4 K0 0 -6 U i.. 1A I N T 4 41 N t r :L1 7 �,R < is, 1 7 N s Z k [7" 4 N C)L .. . . . . . . . . :'k, N 4L Ii. T-, . . . . . . . .... . J> % T"n 'A td ills*— . . . IL. a J: V\N W -FA. . . . . . . . . . . .. 0 A: . . . . . . . . . . . p: U. .... . . . . . . . W i . . . . . . . . ... .. . . . 57 V 10. dim— Z x 00 T- 7 —(J -,J 0 0 (7) .. . . . . . too . . . ... . . . . . . . . . . . . . . 1Y i . . . . . . Ck) . . . . .. . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 -V V 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 0 A Fri < U 00 co a 0)0) J m Z Cl) r m z F� IJ cf) N\ m Z� lu z 0 z CP z Cn F- A X 0 0 N, > L M 0 0 0 X m --I C 71 0 0 > C) —E M F11 m A ;7j (7) 0 C z V C cl) 7\ > 0 z m V) --i z IN N z z z z z z ;a > t"l 0 0 0 0 0 0 m 0 m z 0 Cn z Cn (n co m Chemetall Foote Corp. N) M (0 New Office and Laboratory Project P CD 348 Holiday inn Drive y A R C H I T E C T S -n --1 HensonFole m Kings Mountain, NC 10020 Park Cedar Dr, Charlofte, N.C. 28210 704/341-0303 Fax 704/341-0652 Landscape Architectbre Civil Engineering THIS DRAWING 13 THE PROPERTY OF ADAMS GROUP 4RCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND I$ TO BE RETURNED UPON REQUEST. 2 10224 Hickorywood Hill Avenue, suite 101A, Huntersville NC28078 p:704.875,1615 I f:704-875.0959 I www.hensonfoley,com Sz, Q� F77 im 1%0 En M z o 0 0 0 0 o C o 0 1 c � C m W • C?1 m CD O N ,o > _ � N " o M -CD R� Chemetall Foote Corp. New office and Laboratory Project 348 Holiday Inn Drive Kings Mountain, NC T —w 15 yr- r—�++r i-{T r i t 4: r. fa ii '1 . �� L � .. E, • • e I � � . t �• , I�' � �I .^.1.t' � .. ` i . I i� d ��1}. ,� k t i.:; '�! t 1 HensonFoley Landscape Architecture Civil Engineering 10224 Hickorywood Hill Avenue, Suite 101 A, Huntersville NC 28078 p:704.875.1615 1 f:704.875.0959 1 www.hensonfoley.com A d a m S o,'FA A ed A R C H I T E C T S G 10020 Park Cedar Dr, Charlotte, N.C. 28210 704/341-0303 Fax 704/341-0652 THIS DRAWING IS THE PROPERTY OF ADAMS GROUP ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST. "E. '. 1.� °El,. } l } } } } t } } } } } I— T T,C •, .1j t SI .'' i �i7; '{ ' S � I � 1 i �t F f' '. { 1, tit + 4 1 '1 { ' �`'i�if irlj 1 �i ly Ll 1ADD ALTERNATE #3 CONCRETE 8 E . PAVERS :£. �• �� '°- e: -s r.ANnpv AM: AR(tH i 872..6 A I G PAVESTONE VEN PAVER PATTERN2 GRANITE FOUNTAIN 872.60 LP 72:58':. _ 87213 .- 87 .•w^ ; t Y'£ s PA NE HOLLAN PAVESTONE VENETIAN PAVER ORDER; TYP. PAVER PATTERN J1 PAVESTONE �IENETIAN PAVER PATTEN #1 72.33 872.33 BASE BID -CONCRETE m ' 8 WALKS 1 .Y - i � ,' r- a .{ .n� '" ( a° a w��• $» y� ,.g " "' F. .� ;•• ale ADD ALTERNATE2 1 1 M s CONCRETE PAVERS PAVESTONE VENETIAN -V, �._: • .,• g• g, : a� �°'" �"° £:��° '¢¢. age � _ ' a PAVER PATTERN #2- 872.88 872.33 CANOPY; SEE ARCH. BASE BID -CONCRETE WALKS ADD ALTERNATE #1 CONCRETE PAVERS IN THIS COURTYARD 872.13 i 8 .2 z{i 1 k- " 872.13 PAVESTONE VENETIAN PAVER PATTERN #2 ' 872.60 i l , r PAVESTONE VENETIAN LAWN PAVER PATTERN #1 „ a ' BASE BID -CONCRETE WALKS 872:,of1 872.60 ADD ALTERNATE #1 CONCRETE PAVERS IN THIS COURTYARD _.. CANOPY; SEE ARCH. BASE BID -CONCRETE D ALTERNATE #3 CONCRETE PAVERS PAVESTONE VENETIAN PAVER PATTERN #1 BASE BID -CONCRETE PAVESTONE HOLLAND PAVER BORDER; TYP. BASE BID -CONCRETE CN CD r E-+ M O X ? (0 W W U a. ga M KZ CDoR M 7� 0 ooz W r az w Of wz om O ro ` ~ Zy O O Z r aLtj conN o' co Ir IL N_ Ir ti-•� U � o Z 27 0 Z 0 y-+ a v> x o LW L LL 0,0 � �O wo U Qz tW. C73 a H W� U 92EL L 92 a (U c� z cc o �W 6 J O_ (u O N O O r an C OD n E o U q Z mo ^1 C w_ o W In iwrl�rlN 7 C fC O" N U = uP•, � N O h o) C 00 Q Q o U o nl v �a ,o C W J 0 n� U CR S � O � CN Z o _Cc a O o = C pM L 0 3 L) Z C!� N Lo CO O WALL OR BUILDING FACE 1 C= NOTES: d. O Ld 1. BIKE RACKS SHOULD BE INSTALLED AS PER ~ z PROVIDE a e"xa" OPENINGS FOR DRAINAGE v 5'-0" MANUFACTURER'S RECOMMENDED INSTALLATION x C` W w 27 27' PROCEDURES. U LL. o O BUILDING OR M z RETAINING WALL m USED BUT ARE SUBJECT TO APPROVAL BY THE O 0D " -p" 25' p" a a 2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE O w° a -0 25' -0" TOWN AND/OR COUNTY. i ow ag 3. ALL DIMENSIONS SHOWN ARE MINIMUM. 112 W 0: 3. I WHEEL STO J w PAVING C �° BRICK TO MATCH z Lo BUILDING BASE IN COLOR & E� O � COURSING WHEEL STOP LAY OUT DETAIL C Iocon tr I 2x4 SMOOTH SAWN CEDAR CV v w 7'-0" PLAN VIEW �--� U a 0 z I I 3" W Z 00 I I I 4 (D co 0 coy FINISHED C7 p aw PROVIDE TWO STEEL BOLLA r°P QF i i -SLAB PAVEMENT ` p 2' 0" VARIESp 3' WDC➢EN GATE I I GATE ELEVATION m SCHEDULE 40 STEEL (� a z IV 0 to NOTE: OTHER THREE ELEVATIONS 0 C73 L a H ARE SIMILAR OP ELEVATION � ❑ 4 � J 2.C' SHOWN, WITH CONTINJDUS WALL a PLATE ANCHORS OR CONSTRUCTION IN LIEU OF GATE. 12' MASONRY WALL I I ROWLOCK BRICK @ TOP oo EMBEDDED MOUNTING. co 2- 0 NO. 4 a d a d 1035 V o 0 REINFORCING PAINT INTERIOR CMU TO MATCH d SHOWN DASHED d _ —1 LINE [IFG I I BRICK BARS Q I I I cu 4' BRICK FACE W/ B' CMU TYPICAL SECTION ELEVATION SIDE VIEW O I I I BACK-UP W/ #4'S VERT, @ N CORNERS AND EACH SIDE OF OO I� GATE, FILL CELLS SOLID W/ r �0 3000 PSI PEA GRAVEL CDNC, BIKE RACK WHERE BARS OCCUR, I I 1/2' EXPASIDN JOINT I I 7 6' SLOPED CONCRETE SLAB WHEEL STOP DETAIL PRDVIDE HARDWARE TURN DOWN SLAB I I TOP OFSLAB W/ W.W.F. W F �T SCALE 0 FOR GATE AS REWD, W/ 1/2' E.J. I I - - - - 4 Z LLJ a) 0 w —_ ---- ----- -- J 04 o _ O 6" C.A.B.0 ^ U V � Q � O 77777 2'-0' WIDE x 10' MIN. DEEP CONCRETE FOOTING W/ 2 #41S SHALL BE INSTALLED 16' L — CDNTINUOUS. TOP OF FOOTING v BELOW GRADE N 01 S n WALL SECTION O ¢ > -00 4 PLAN �, Q v � U O n 1 � ,o 0 O 0 Li J g U v = O R CV Q O TYPE SIZE (NOM.) I ooerRu�r zmi 3 DUMPSTER ° C A �.,x6., I �' — I C A B g"xg'. _ p I 1 C 6 x12 D A C ! ! A C B D D 12"x12" B A A B A _ B D C -C NOTES: B -rtr : D B -- 0T 1_. A� l 2" S 9.5B SURFACE COURSE 2" S 9.5B SURFACE COURSE B ; . -- h` { C B 1. ALL PAVERS ARE TYP. 2 1 /4" THICKNESS p C B B { 2- AVOID SMALL PAVER SCRAPS BY USING -- B C B "A LARGER PAVERS FOR UTTING I I i .. 4" 1 19.08 ASPHALT BASE 2" 1 19.OB ASPHALT BASE USE PAVESTONE VENETIAN STONE PAVERS; - C tA; COLOR TO BE SELECTED BY OWNER D °ACA.0 C 1� '..,.., ... .,... � i a A D B € 1 D C. _._ a v v o v v o v B ` _.._ 3 l 11—I I I=f i f i t l'— I-111=111, i11=III-111 i 11=111=) i€—ill= f=11 LE' i€=i l i=l i 1 1 l PAVESTONE VENLTIAN PAVER PATTERN #1 PAVESTONE VENETIAN PAVER PATTERN .#2 1—III-L =1 I I— I I I I=1 11-i 11-14 i-4 I l=i.l 1=1 11= I I —III— I I 11=1 1=1 11=1 11=1 I I—{ I V EDGE RESTRAINT —GONG 0 Z 10" COMPACTED AGGREGATE 6" COMPACTED AGGREGATE UNIT PAVERS BASE COURSE BASE COURSE'�'f� L COMPACTED SUBGRADE COMPACTED SUBGRADE a Y'`` y', V IL 00, 40 SAND SWEEP JOINTS 'p y , HEAVY DUTY LIGHT DUTYAMA r �_ •- 113=�f1113— ! �``� � 0 i Y w ASPHALT PAVEMENT III III I— I s• INSTALPAVESAT 45' TO D PAVER CROSSWALK; 0 a r. � 4 �� INSTALL AT 45' TO ROAD CENTERLINE II II I I o o 00 0° °o �� 0 ad oO o 00�Zo. '00p°-�° off• o °�oo�' 0o q !Q III o 0 0 00 ° o 0 0 ° °o o° ...�. J TYPE SIZE (NOM.) III —I i I —I —I l—I f I —I I —I I —I I —I III —III —III— I—III-1 I II I =1 I l=1 I— = 1„ SAND SETTING BED E 4 I I —I I —I I—III-1 I I —III —I 11—I I l—I I —I I I —I I —I —III --I I —I I —I I —III —I I— —I _III-1 I I-1 I I—III-1 I I-1 I I—1 11-1 I I-1 I I I-1 I I=1 I I-1 I I— —1 l l-1 I I=1 I i-ill=1 11=1 I I_ - 4" BASE COURSE EE,E E ' Q G? COMPACTED SUBGRADE PAVESTONE HOLLAND PAVER BORDER 40 WIDE BY 12" THICK CONC. FINISH 2 4'S CONCRETE PAVER—COURTYARDS(PEDESTRIAN)FLUS PSI ASP DAYS. BROOM FINISH INV. 867.04 8' HOPE 0.5% INV. 867.00 FLUSH W/ ASPHALT do PAVERS. Z CONTROL JOINTS °+'— 5' O.C. ADD ALTERNATES #12 AN 3 (EQUAL SPACING). EXP. JTS O 30' HEAVY --DUTY ASPHALT 80MM CONCRETE PAVERS IN HERRINGBONE PATTERN 1" SETTING BEDLo a 0" COMPACTED BASE COURSE a INV. 867.04 8• HOPE 0.5% INV. 867.00 v v o a 6a v v v o o v o o v v v v HAND TROWEL SCORE JOINT W/ TOOL BANDING 1" DEEP 1 /8" R STIFF BROOM FINISH 15� I11-11 lei HEM EE i El IRA I is I I-1 i-1 I I-1 la I E� I i-1 i l-1 ! I=i 1 I=111=1 I I-1 I I-1 11-1 11=. 1=I I I-1 I I -I I l-1 � I-1 I I-1 i PORPRn°��c F�aw PRECAST/PLASTIC STRUCTURE 1=LI I-1 I I-1I I=1 I i--� I1=1 I I-1I Ed 11-1 I I-1I 1=1 11=I 11=1I 1=1 I IE 1 I i-1I I-1 I I-1 I f-1 11-1 I P=d 11=1 11=1I 1=1 i-1 I I-1 IM I _ 3000 PSI CONCRETE III=E I l-1 I-1 l-1 11-1 11-1 11—€ 1-11f—! I I=1 I I=1 I=1 I I=1 I I=1 11-1 I i=11 I—III-1 11-1 11=1 1=1 11=1 1=1 1=1 11-1 I f=1 I 28 cAYs 1=1 I I=III=i I l=1 la I I=111=1 I i=III=1 11=1 I i=1 I I-1 I I-1 I I-1 I I-1 11=1 I 11=1 11=1 I f=1 11=III-1 11-1 11=i I 11=1 11=1 I! I I I-1 I =1 i E=1 I I=1 I I=1 I I=1 l E=1 I I=1 I =1 I=11 I=III—III-1 11-1 I f=1 11=1 11=1 11=I 11=1 11=1 1=1 I l-1 I E=1 I I-1 11=1 i-1 I f=! I PROJECT NUMBER: 390 H 17#21029 957 COMPACTED SUBGRADE I ' 15• " I"�, s67.°° ISSUE DATE: CONCRETE BAND AND VEHICULAR PAVERS 3 SECTION PLAN SEE PLANS 4-25-11 INV. 867.04 +A REVISIONS d X x 15' No. w d r W No No. INV. 867.04 8" HOPE 0.5% INV. 867.00 1/2" BIT. EXP JT A. No. MW TE/MW M TO BE LM NO. PROVIDE 1/2" BIT. EXPANSION JOINT @ 25' O.C.(SEALED) NOTE: 00N WI = m snag SNAP OWIYINIGS No. -PROVIDE 1/2((" BIT. EXPANSION JOINTS FROM HOPE S"M FOR DEMU TE ABUTSOACRIGSDASURFACE. (i.e. WALLSWHEN , PHASE 2 PACKAGE TYP. SCORING PATTERN • INTERSECTIONS INV. 867.04 8' HOPE 05x INV. 867.00 CONCRETE SIDEWALK DETALS N.T.S. CONCRETE WALKWAY STRUCTURE 16 k v Q - _. Site Details mat9)_7 "� (--?, _I / C i GRANITE BASIN; THERMAL FINISH ALL EXPOSED SURFACES: WATER TIGHT JOINTS EXPOSED AGGREGATE CONCRETE SURFACE FINISH 1/2" TO 1 1/2" BLACK MEXICAN BEACH PEBBLES GRANITE BASE BLOCKS; THERMAL FINISH TOP SURFACE; SPLIT FINISH SIDES; FINISH EDGES GRANITE BASIN; THERMAL FINISH ALL EXPOSED SURFACES; SANDBLAST IMAGE INTO BASE; BUSH HAMMER FINISH IN TROUGH GRANITE COURTYARD FOUNTAIN IN SMALL COURTYARD (allowance only -do not bid `a GRANITE BALL FOUNTAIN AND ENGINEERING PROVIDED BY: MONUMENTAL-SCULPTURES.COM 13870 RIVERSIDE DRIVE APPLE VALLEY, CA 92307 (760)946-0525 DIMENSIONS: 30" SPHERE, 42"DIA. x 240HT. ROUND BASE NOTE: 1. GENERIC ELECTRICAL AND PLUMBING DRAWINGS TO BE PROVIDED BY MANUFACTURER. 2. COLOR TO BE SPECIFIED BY LANDSCAPE ARCHITECT. GRANITE BALL FOUNTAIN -FUTURE (NOT IN PROJECT) NOTE: 1. MAINTAIN HORIZONTALLY LEVEL LINES THROUGH COURSING. 2. STONE TO BE MATCH DECORATIVE ARCHITECTURAL WALLS. NATURAL STONE COPING; SPLIT EDGES TOOLED JT.; 3/4" WIDE x 1 /2" DEEP ALONG TOP AND SIDES 3/8" TOOLED JT.; TYP. NATURAL STONE VENEER EXPOSED AGGREGATE SURFACE 300OPSI REINFORCED CONCRETE 6" AGGREGATE BASE COMPACTED SUBGRADE EXPOSED AGGREGATE SURFACE 300OPSI REINFORCED CONCRETE 6" AGGREGATE BASE °this fMGRADE)i 5"x21"x12" NATURAL STONE COPING 3/8" TOOLED JT.; TYP. NATURAL STONE VENEER; CONTINUE MIN. 6" BELOW FINISH GRADE; TYP. SS WALL TIES; MIN. 16" OC EACH WAY FINISH GRADE 3" CLEAR; TYP. #44 REBAR AT 12" OC; TYP. #5 REBAR AT 12" OC; TYP. CONCRETE RETAINING WALL PIPE SHALL BE CUT 1" FROM FACE OF VENEER AND FINISHED WITH GROUT 8" HDPE; SEE ELEVATION 4' PVC WEEP; SPACED EQ. BETWEEN HDPE CONCRETE FOOTING #4 REBAR AT 12" OC; BOTH WAYS 3" CLEAR; TYP. NATURAL STONE COPING FINISH GRADE AT TOP OF WALL NATURAL STONE VENEER N U7 co O NT IL O I` X ca LL C*i O C0 O 1 r Itt CD I*-- O r N 00 N U Z N O L s U N LU U L �a CL O N O O Ww o:5 U � O O O UD D p Dili 0 z a w Cr mw 000 HO Z y QU w Lu Us �O a} WZ 0 po Q y 7 ui U. Om 0O w �a aZ wF c� z zIt �0 w Do E2 = F co r C coo!_ N O U q Z >. m o c o m c m � s rr o Q7 U '5 Ln �co a'Q CL_■■i V V Z L ❑ C O V a �o O }� O O 45 = v, c O O 0Y M uL c J M E. *a cc o � V z PROJECT NUMBER: 390 HF#21029 ISSUE DATE: 4-25-11 REVISIONS No. No. No. No. No. No. PHASE 2 PACKAGE n STONE HEADWALL ADD ALTERNATE #4 PH2-C13 Site Details YYI � nllV r'LfHIV I IIVh h1C`;F_!•1 ,,, � � �, , 7- D1 27 00 C.O. �.. 1 \ l CO \j i 1 , 8 GRAVEL` i E DRAIN FOR\ PLAZA AREA LOCA viers: W ITH N LANTING ALL UNDERDRAINS SHAL BE 6" PERF. PVC O 0.50% MIN s .. ALL UNDERDRAINS SHAL BE 6" PERF. PVC O 0.50% MIN �r TOP OF DAM ELEV. 869.00 OPEN TOP OF WEIR ELEV. M TO ASTM a 1'-0" WO P9NDING 1 MAXIMUM AMENTAL SIZE SHALL ENTIRE CELL SHALL BE SODDED PER NOTE 1 ON ` > , a YA yi 16*4 4 AIIII TOP OF SOD LAYER 867.00 50D NOTES TO RIGHT (SODr 1 2'-0" TO 4'-0" TOP INSIDE OF BOWL AND FILTER MEDIA (4 FEET ACROSS ENTIRE BOTTOM y, MINIMUM WITH TREES) OF BOWL) ' SEE BMP DESIGN ` MANUAL FOR SOIL r 4 5'f` 1rlW , PARAMETERS. ' BOTTOM OF POND ELEV. 864.75 2" WASHED SAND ... .. .. 8" #57 STONE OUTLET PIPE p59L 51-0 O.5% SLOPE MIN. INV OF OUTLET PIPE 863.20 1 FILTER FABRIC (MIRIFI 140N UNDERDRAIN GRAVEL SERIES OR APPROV, EQUIV) BED (#57 WASHED AROUND (OR CHOKING PERFORATED UNDERDRAIN PIPE - STONF) STONE PAIN GRAVEL BED PVC (SCHEDULE 40 OR SDR 35) SMOOTH WALL (MIN. OF 4 ROWS OF Bio-retention Cell #2 PERFORATIONS THAT ARE 3/8" DIAMETER) 6.35' x 6.35'x 1' ANTIFLOATATION BLOCK i 8'r WI W 10, S 0 10 20 40 .Graphic Scale 1" = 20 ft. 15 1. ALL CLEAN -OUT TOP ELEVATfONS TO EXTEND TO ELEVATION 868.1 , 2. ALL CLEAN -OUT INVERTS SHALL BE 863.70 AND SLOPE AT A MINIMUM OF 0.5% UNTIL REACHING DI AT ELEVATION 863.3b, 3. SHWT NOT DETECTABLE WITHIN 2' OF BOTTOM ELEVATION OF CELL PER SOIL BORINGS. TOP OF DAM .ELEV. 865.00 OPENri\\\i\\i\.. TOP OF WEIR ELEV. 864.00 1'-0" WO PONDING MAXIMUM ENTIRE CELL SHALL BE SODDED PER NOTE 1 ON E 70P OF SOD LAYER 863.00 ,MIA �r ,iv � r 4" SOD NOTES TO RIGHT (SOD 2'-0" TO 4'-0" TOP INSIDE OF BOWL AND FILTER MEDIA (4 FEET ACROSS ENTIRE BOTTOM MINIMUM WITH TREES) OF BOWL) SEE BMP DESIGN OUTLET PIPE gt.OYt� 0.5% SLOPE MIN.�no FILTER FABRIC (MIRIFI 140N UNDERDRAIN GRAVEL SERIES OR APPROV. EQUIV) BED (#57 WASHED AROUNE (OR CHOKING PERFORATED UNDERDRAIN PIPE - SIONL t;'o OR #89) S PVC (SCHEDULE 40 OR SDR 35) TONE) UNDERDRAIN GRAVEL BED SMOOTH WALL (MIN. OF 4 ROWS OF Bio-retention Cell #1. PERFORATIONS THAT ARE 3/8" DIAMETER) 6.35' x 6.35'x 1' ANTIFLOATATION BLOCK 011 W E Graphic10 20 40 1. ALL CLEAN -OUT TOP ELEVATIONS TO EXTEND TO ELEVATION 864.1. 2. SHWT NOT DETECTABLE WITHIN 2' OF BOTTOM ELEVATION OF CELL PER SOIL BORINGS. ATTENTION CONTRACTOR./LANDSCAPER IT IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TO NOTIFY THE CITY OF KINGS MOUNTAIN OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL THE CITY OF KINGS MOUNTAIN FOR ANY CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD POWER LINES OR OTHER UTILITIES. SPECIAL SOIL MIX FOR BIO-RETENTION CELLS The soil mix shall be uniform and free of stones, stumps. roots or other similar material greater than 2 inches. It shall be a homogenous soil mix of 85-88 percent by volume sand (USDA Soil Textural Classification), 8 to 12 percent fines (silt and clay), and 3 to 5 percent organic matter (such as peat moss). Additionally, the phosphorus content of the soil mix shall be between 10 and 30. Contractor shall supply to Engineer the Soil Test results for the Special Soil Mix used in Bio-retention Cells to ensure the special soil mix meets the above specifications. If mixed on -site a materials testing firm shall test the material to ensure the above specifications are met. BIORETENTION CELLS ARE TO BE SODDED WITH GRASS 1. ENTIRE BIORETENTION CELLS SHALL BE SODDED (NOT SEEDED) AND THE SOD MUST NOT BE GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER, SUCH AS CLAY. HYBRID BERMUDA GRASS OR CENTIPEDE. NOTES: 1. ALL BIORETENTION SHALL HAVE A MINIMUM 20 FOOT ACCESS EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY. ACCESS ROAD SHALL HAVE MIN. 12' STABILIZED WIDTH, MAX. LONG. GRADE OF 15X MAX. CROSS -SLOPE 5X 2. ALL DRAINAGE AREAS TO A BIORETENTION FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SOILS, MULCH OR PLANTINGS. 3. AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL ANALYSIS REPORT. •I•. UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS, MIN. 4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. BIORETENTI.ON FACILITIES OPERATION AND MAINTENANCE AGREEMENT: MAINTAINED BY THE SIGNED MAINTENANCE AGREEMENT 1. BIORETENTION CELL SHALL BE KEPT ON FILE BY THE OWNER AND NCDENR. C40 N CO O \H � Itr O U ti ca LL M aw 0 a W ► Wq1t O M O 1 r no wa- o0 w it IL w� co � W� mLU RR N Wp 0 r zd0 04 00 c�i a LUj U= o EL Z RZ 00 w6N LLa O om 0R � Wo U az C�l Om L IL ❑ L� UL � � �LU L cu O Q� O r rn co C � o � U v Z w •� O � W 1^ a 0C) W ,v �N U Q7 N7 L7 0L6 U C W ¢ t� Q p v I n � oL0 (D J OF Y U � 2 � O � CV 0 C1 0 ``,�tlttl!l►►I►�i * a .7 m ►►rllttttt /II/II CL+ti z 0 1` IL c � O o O o om p L O �Y M LL E 4� 0 s 3 V � Z PROJECT NUMBER: 390 H F#21029 ISSUE DATE: 4-25-11 REVISIONS 1 - 4-9-11 REVISED TO BE NO. SODDED CELL No. No. No. No. No. PHASE 2 PACKAGE PH2-C14 Rain Garden Details