Loading...
HomeMy WebLinkAboutSDP201000017 Plan - Approved Minor Amendment 2010-06-11F 14 lz A UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT' UTILITY/ GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBIILITY- l Ah lie Albemarle County, Virginia MINOR SITE PLAN AMEND ll\A E N T OTHERS RESPONSIBILITY- AAilkTO SDP 2009 00021 THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. OWNER/DEVELOPER WAL-MART REAL ESTATE BUSINESS TRUST 1301 SE 10TH STREET BEN TONVILLE, AR 72716 A I ENGINEER - DEWBERRY 8c DAVIS, INC CONTACT: BRIAN BRADNER, PE 551 PINEY FOREST ROAD DANVILLE, VA, 24540 (434) 797-4497 TELEPHONE (434) 797-4341 Fax PROPERTY INFORMATION: TAX MAP & PARCEL NUMBER: 04500-00-00-068D5 ZONING: HIGHWAY COMMERCIAL (HC) MAGESTERIAL DISTRICT: RIO LOCATION (COUNTY & STATE): ALBEMARLE COUNTY, VIRGINIA SITE LOCATION MPP (10/08 ALERT TO CONTRACTOR: 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECvIFICATIONS," 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND//OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 3. CONTRACTOR IS TO IDENTIFY THE LOCATION, DETERMINE ADEQUATE STABILIZATION MEASURES, AND OBTAIN APPROVED PERMITS FOR ANY OFF-SITE BORROW/FILL/WASTE SITE(S). THE ULTIMATE DESTINATION( FOR ALL DEBRIS FROM DEMOLITION MUST BE IDENDIFIED AT TIHE PRE -CONSTRUCTION CONFERENCE. CHARLOTTESVILLE GAS -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY -SERVICE FROM THE POINT OF CONNECTION 1. 305 FOURTH STREET NW TO ENSURE INSTALLATION OF GAS LINES ARE COMPLETED UP TO AND INCLUDING SETTING OF METER WILL BE BY 2. ILLE, 22903 CHARLOTTESVILLE, PRIOR TO ASPHALT OR CURB PLACEMENT THE GAS COMPANY 3. PHONE: (ESV 970-3812 -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS rr 4. CONTACT: IR E PETERSON AND PER THE GAS COMPANY REQUIREMENTS DATE 5. C-3.1 -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHL?';E SCD #2 --TELEPHONE ":'OMPAkff WILL PROVIDE AND INSTALL ALL TELEPHONE STAKEOUT PLAN COMPANY TO ENSURE INSTALLATION OF UNDERGROUND TELEPHONE CABLES FROM THE POINT OF CONNECTION UP C-3,3 EMBARQ LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB TO THE BUILDING C-4.0 417 W. MAIN STREET PLACEMENT 9. C-4.1 CHARLOTTESVILLE, VA 22801 Description PHONE: (434 974-6928 -PROVIDE AND INSTALL PULL BOXES AND CONDUIT AS PER 10. C-4.1 A CONTACT: TE ESA BRYANT TELEPHONE COMPANY REQUIIREMENTS AND DETAILS WITH ACTEOF 11. ELECTRIC UTILITY PROFILES COMPANY OOORDINATECONSTRUENSURE INSTAILIATIONTION UND RGROUIND 12. C-5.0 DOMINION VIRGINIA POWER LINES ARE COMPLETED PRIOIR TO ASPHALT OR CURB 13. C-6.0 E & S PHASE 1 PLACEMENT 14. C-6.1 1719 HYDRAULIC ROAD 15. C-7.0 CHARLOTTESVILLE, VA 2272 - ORDINATE RELOCATION OF' EXISTING TRANSFORMER PAD _ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL C-7.1 NEW LANDSCAPE PLAN MATERIALS NEEDED TO ESTABLISH PRIMARY UNDERGROUND C-7.2 PHONE: (434) 972-6793 -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND AND OVERHEAD SERVICE FROM POINT OF CONNECTION AT THE C-8.0 PHOTOMETRIC PLAN MATERIALS EXISTING LINE UP TO THE TRANSFORMER C-8.1 CONTACT: ANN MARIE -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY C-8.2 RANDALL CABLE FOR ALL UNDERGROUND LINES UP TO THE C-9.0 MISCELLANEOUS DETAILS TRANSFORMER SANITARY SEWER ALBEMARLE CO. SERVICE -'PROVIDE AND INSTALL SANITARY SEWER 23. C-9.2 AUTHORITY LINES AND ASSOCIATED APPURTENANCES PER THE PLANS 24. C-9.3 168 SPOTNAP ROAD AND SPECIFICATION 25. C-9.4 CHARLOTTESVILLE, VA 2291 PHONE: (434 977--4511 _COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER 26. C-9.5 MISCELLANEOUS DETAILS OF RECORD AND THE SERVICE AUTHORITY. 27. C-10.0 CONTACT: PETER GORHAM SEE UTILITY PLAN FOR REQUIREMENTS. WATER CONTROL DETAILS -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED, 28. C-10.1 EROSION AND SEDIMENT APPURTENANCES PER THE PLANS AND SPECIFICATION ALBEMARLE CO. SERVICE -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM 29. C-10.2 AUTHORITY SHALL BE INSTALLED BY A (LICENSED FIRE SPRINKLER 168 SPOTNAP ROAD CONTRACTOR CHARLOTfESV LLE, VA 2291 _ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATE? PHONE: (434 977-4511 LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR CONTACT: P ER GORHAM _COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND THE SERVICE AUTHORITY ALBEMARLE COUNTY -PROVIDE AND INSTALL ALL STORM SEWER LINES AND STORMWATER DEPARTMENT OF COMMUNITY ASSOCIATED APPURTENANCES PER THE PLANS AND DEVELOPMENT SPECIFICATION 401 MCINTIRE ROAD -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE CHARLOTTESVILLE, VA 22902 STORM SEWER MATERIALS PHONE: (434) 296-5832 CONTACT: PHIL CUSTER THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. OWNER/DEVELOPER WAL-MART REAL ESTATE BUSINESS TRUST 1301 SE 10TH STREET BEN TONVILLE, AR 72716 A I ENGINEER - DEWBERRY 8c DAVIS, INC CONTACT: BRIAN BRADNER, PE 551 PINEY FOREST ROAD DANVILLE, VA, 24540 (434) 797-4497 TELEPHONE (434) 797-4341 Fax PROPERTY INFORMATION: TAX MAP & PARCEL NUMBER: 04500-00-00-068D5 ZONING: HIGHWAY COMMERCIAL (HC) MAGESTERIAL DISTRICT: RIO LOCATION (COUNTY & STATE): ALBEMARLE COUNTY, VIRGINIA SITE LOCATION MPP (10/08 ALERT TO CONTRACTOR: 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECvIFICATIONS," 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND//OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 3. CONTRACTOR IS TO IDENTIFY THE LOCATION, DETERMINE ADEQUATE STABILIZATION MEASURES, AND OBTAIN APPROVED PERMITS FOR ANY OFF-SITE BORROW/FILL/WASTE SITE(S). THE ULTIMATE DESTINATION( FOR ALL DEBRIS FROM DEMOLITION MUST BE IDENDIFIED AT TIHE PRE -CONSTRUCTION CONFERENCE. CONTRACTOR SHALL CONTACT COUNTY BUILDING OFFICIAL, VDOT PERMIT COORDINATOR AND MISS UTILITIES OF VIRGINIA MIN. 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS & SPECIFICATIONS. . APPROVALS USE SHEET INDEX kL MR. wolffka� 1. C-0.0 COVER SHEET a -in NTo 2. C-1.0 ALTA SURVEY 3. C-2.0 DEMOLITION PLAN rr 4. C-3.0 SITE PLAN DATE 5. C-3.1 PHASING PLAN SCD #2 6. C-3.2 STAKEOUT PLAN PER COUNTY COMM. 7. C-3,3 STAKEOUT PLAN MISC REVISIONS 8, C-4.0 GRADING PLAN PER COUNTY COMM. 9. C-4.1 RETAININGWALL PLAN Description AND PROFILE 10. C-4.1 A RETAINING WALL PLAN AND DETAILS 11. C-4.2 UTILITY PROFILES 12. C-5.0 UTILITY PLAN 13. C-6.0 E & S PHASE 1 14. C-6.1 E & S PHASE 2 15. C-7.0 EXISTING LANDSCAPE PLAN 16. C-7.1 NEW LANDSCAPE PLAN 17. C-7.2 NEW LANDSCAPE DETAILS 18. C-8.0 PHOTOMETRIC PLAN 19. C-8.1 LIGHTING CUTSHEETS EXHIBIT 20. C-8.2 LIGHTING CUTSHEETS EXHIBIT 21. C-9.0 MISCELLANEOUS DETAILS 22. C-9.1 1AISCELLANEOUS DETAILS 23. C-9.2 MISCELLANEOUS DETAILS 24. C-9.3 MISCELLANEOUS DETAILS 25. C-9.4 MISCELLANEOUS DETAILS 26. C-9.5 MISCELLANEOUS DETAILS 27. C-10.0 EROSION AND SEDIMENT CONTROL DETAILS ubi*niw�l"fy e' 28. C-10.1 EROSION AND SEDIMENT Reviewed and Approved by the ('.'oT irTlunItll Q Ve'lo 3f,lent i.�vl.�rlrtal t CONTROL DETAILS ��r 29. C-10.2 EROSION AND SEDIMENT _-----___-_ VOL_ p _ _ CONTROL DETAILS CONTRACTOR SHALL CONTACT COUNTY BUILDING OFFICIAL, VDOT PERMIT COORDINATOR AND MISS UTILITIES OF VIRGINIA MIN. 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS & SPECIFICATIONS. . APPROVALS USE DEPARTMENT kL MR. wolffka� ENGINEER - WILL NO LONGER BE a -in NTo /_1����%1Z��rZ�hl`►Iji'���T.�IC��ij�:C�li�i' . .. . 91-1 - 4 1.11114, L14 - • - .IVA .,. SPECIAL USE PERMIT SP -2002-024 APPROVED 08/2002 WILL NO LONGER BE USED. ALBEMARLE COUNTY SITE PLAN: SDP-2UU9-UUU1d � too.. 1 D e w b e r r Y' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 `M to o9 U) C0 W N C .Ct) m w ke", r- cz E 'r SEALA50 O� a B 'NnKB D R Uc. No. 034285 -IVALE, KEY PLAN SCALE GRAPHIC SCALE 4 20 40 SQ IN FEET 1 inch = 40 it. W 2) C _ o o a) m W ¢' 0) 9 DRAWN BY 00 I�- BKB r W CHECKED BY rr to o9 U) C0 W N C .Ct) m w ke", r- cz E 'r SEALA50 O� a B 'NnKB D R Uc. No. 034285 -IVALE, KEY PLAN SCALE GRAPHIC SCALE 4 20 40 SQ IN FEET 1 inch = 40 it. W 2) C _ o o a) m W ¢' REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE 4 5/25/10 MAT SCD #2 3 7/2/09 MATI PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE COVER SHEET PROJECT NO. 5001 1382 C-0.0 SHEET NO. F 14 x C A 0 _,____ .. ______________ (7) _,_,_� \ // \ , __ _ -, � ", I �0 _,�,__ �� , _�_ / �,, , _ li � I \ �,� I � I \ i f � ------, / � f ____,__1_1_ - — 11,� 4 1, I, i --- �, . � I 1111 � ,/ I ,� _._____ __�,____ - ��, \ --- __� I I - - - ­ __ - I j - �, -"-,- __j� 1, �� __ \ . , � , 1. -_ - - __ --- N _/ -81 0 � N36'43'30"E �11 I - " __ . .... .. __ .", '�-!4 ,� � \ 0 , ,- _11 - , I 0 , CH=286.04 - __ - ____�._ - - I 0 R* 6 5.",3 5 \ I " I - 1, ,_ -- __ -, _­ ___ 11_-_____ � . / -_ - \, I 1� *�o -1 I—- 1 4 0 ___ -.--- - _ " . � , L=287.35 .- - � _ L=V 1--3\ 4 - __ ­­ ___,____ � 11 - __ � - . 1. , 1, I I R=868.81 I—- 5-TING-S'�ORM-DRAIN _ __ ­ - - I., 10.1 R=45.00', , �� \ t, I __ -79. '1� 52 I � " � ., , ; � �11'__ Tan= 1 45.00 . - TO BE REMOVED 00 \ an=\47. ' , INLE-T-TOP - � C I .__ _� I ,­ I - IN # - , -- . � I ' ". 1, � � -, .--- �, I 1, - EPLACED_WTt - GRATE ­ -11 'Q , � - �,I;'__- - -1 � I _____,_-& TtFf . I , -- __1 9 3' 17 ` 69" / � I - I —I I -_ " -, -_ ___ \ I "/ I I � . i i I I \ ______ Is -GRA61_NG �71q: AN . ,�­, OAK10" -1 __ __ ___ ___ _� __ _-, I - _. -1 I � t I � I __ __ I lq�� � \ \ `I\ � � � 11 11 I ­11-�1-11_ _ . -', " )� I—- -_ 11 \ . I I t , I I \ ,,, ___--_� - __ -_ ____.___._ _, - _­ --OAK10" --�, \ .11 ,I I I 11*1 It I ___- *�5�_ _::7,7___ -_ ____ _­ --- --- __ - - I _<\1 \ " � , i � \ \ \ 'I ­­ ,_­__­_�_ -_ - -_ I% I ) t, ___________3_7-_ _---'- .1', ___ --- �� - I I I 11 � I I __ � , ,_ .1 ' ,ti � � I� � ,.__.____;1�__ , I \ I I � I `�. 1409,__ __ 1, ---- � I ,�_ \ \ - 11 't I � \ \ \ ______J__.__-_�__—I_­­---- __ ' I \ st) � - - ____ --- --- ;1- ---- -- _1 I ___ . _____.__ll I _­)­--� ---- L I . ___�­�_� \ " ' `_ ,\ I� I \ -IN, '� I I ERKMAR DRIVE S. __� . - 465-L I , _Cy__ I - Z ' - - _. -, : ,::, \ \ I j I ; � ------,- _-, ____7 -I------- I_. - - 1� , ____� ,'I 00 , � I I ) I - 1_____4--_,- - ----,- -A-=—= _____________ \ '_ — , -,-------Cp- 'I ��, . I I W % - - - � I - "' 7 I - � � � f � Ln I . -1, I __ _____ ,� � I I 11 , ( I 1� \ �� _­ .__ - 11 -_.-.�_F_&L WI , � -----44btY, "I � 0 §1 `t-—- --r-- 7------ f __ __ P, -:P,-. IT, , - I 1- __)� I � 4? / - - , � �Iz -',- --j...- � 4 7_7 - - - - -, \ \I � 1: I � I - / � 11�1 �I­_ - - � �_-f-­ �_ , I __ - f , -Lr t- - : -- �t_ - — \ � \ � ) I , / / 0 �_\____ __� - , " -I- ; R;;FM I FF -469.6 I \__ Y,�-,��_ t_ ,� T , - � - ' - - - __ - - . �, " A, \ � - ;__ I I I r. , ; , I �' - � -, ,.-- ­­ _ � , :��,-; �� . ,� �R - \ , _�_, S6, 4 � U� jt,l, . JI - � � ..= 7__1__:_:.� 1 1 __; _-7 -<.­�,­-< -kt�� (-T% I- --- __ -_ - il - 1� _1T___I - __.L. , � , i'�- )� 1_�_�_,, __j__ �::�J, 7�- ��__-­ L, -- L - I-) - � � 0---- ,-,r�- ­�­, \(Tp ,�O. \ _-, �_ I A 16 ___ - � I - '_ - - ial .7- - -1pp-17-', ,,-,,i . � �_ � . ]___ __,!, _;I_�'I_ I'_ j. \ \ \ '\ 1 10 'I,- __ - *-,,---' �� .1 ­�L I - - ____;;�__.�_j -1 , - �_ __�� � 77-77 --, ,.� r, -1 ,--, �__ " � ,�,, 1� - -C 4 - � , ­ , ��-_l ' 1�_ -I- - -7 7 -,:; - �_ - ;��(­L- -- __ _::j_ - - � , , _� - I - i-11 _�__ __ k -_ `,�� _ ��t�- T � , __W:1_`E_'-� -7 L - _. ,_:�fr I--- - I ,K10 -, __1 __ -A - I- - - _-� _r_ -I-- i�; , , il - _� 0 _E-tQ I qjN,rx:-,.,j-_, - , , ,7 - - � , - �171` _�)' r� ,, I , �7,T �;, 7 I 5- � - -; 77J ff) - ;;,;;;�;_ � I - - ,: , --I jr_A�- � -, -­ o - - , __ __� F7;0, __. - � "i, ,�_ , ­ I- __ ,7:1 , I )grtr 1� ­111�_',r',��.,, " , - - �Ji' , ­,­- . .A, __ r� _�, -1. � -1 �7:,:�,_�_ � _ ­�-_'-�-- -I,- '-,," ��. - -1-1 - �--;-- \ �­ ! � - - I I �_, --t -;:.�i t­T­T�j-:4 -4- _:1: 1��?--.,?­r2-- __ t 1��7� - ___;____� -, - � 1- , --,., . -,,:.. -) " - , -1 I I-_ K - V -11 1k 1 '13 - __ -J� _ � -1: ­ ,,� , I __ _ , - _�_ - "I 1______ ___ 1_1 __ t � , . ­ 1-1 -, 't, �_ _rr _�_ , _,_ _� - - 1�', - . -i: . I �L- - , 1_� I 1 I �� , I I - , __ - - __ 1�� - - -, �. , ) It' -'P- -T,1�1_ '1�� P� _. - ;1: 4 _�'�_ �' 4___rt_� __�� I � " ,;17 . �Y,lj 'I - � ��, _1 , - ,� - I - - __ - __ ­ , , 1 -7 -T-, - . - ttl__. I � I!F_�71�­�, -;�` - - L J� - . 1 I- 3, i_ 17* 1 I - - I . � - I 'r --). - , ��. 'I �, ,.'I- --t -_�_ "_ _l` �_111 ��Y-��!�� ^�T ��, 1_1�i__71__1)T1__j__ , I- �' I:;- �- ,,_,,_­;--�,-� - " _. �I_ � - __ 1,�,�� , _)', � -, � ,�,� --:;-y-- --'.�`_.� -, � ... , -,�-z , - - � i ,-- \ \ ,�\ H i � I r � I I __71 I - - ��,Ak � , -r-�_,",�tt-j I- � - ,i� . �,�-:��17-'�'�,,!��-'-,Y--�:;"'��Es��'L'f'tZi __ - - - �� , I � , -11", � '_ tt - J_ I __ ­_-, -Irz:_.�1r,_ ­ ­ - '_�� �__ ." _,r___1i,1__1_ � __ - _i I T1 . , I 1, - I- -]- ; -j-- J- �'_ 71� �� t ­j - - ., , \ �! " , � _Lv - i -I.-L 'k- - - r I . -� -_ I _1 __ '.. 1�7,�­�,��- _��. , A / < " I'- \ i _� � , I ,�, . f _ - � _�E 7- - 77 -.--,L, ,_ -_ -,�,- -1 W E­� - I,:: - , - ­_ 1�_ 1 -f -I ­ - I � 1:___j__ 11, I \ �, -­ \ . , III, , ]�­k,, 1 - . , --��� :::!� - - , -17:1_1 -i I - -�;r, - , " � 'r '. /� - _,�>, F__7-�­�­_4-_----_7_, - T_4�-�- -T - . � T ; �, - __ � �,'��I-­;_ - - - __ , - .1, _ ___4 I _T, ?Z: , ,_�, ,,,, � �% �y 5r,-:�;` . __� �. 7"o," --,�, I 11 I Y _/ , - _,�'­ --,I, _-, I,_-, I -- - -4 5�� — - - , 1- -, - _:! _2 t - �__ -, __ _11�t_ _i___ it- r- � T- - ! -- _:�" -�- - ,� - , , - - __ ���t - _1 : . , . � � :�� I I �?Ir­ ��_ �:�� � I -1 �� ,+_ I_ t�_ ,�= _7--1 " .__� T_:1 , " " - - �_`Z�5__ 1 _�_4 - -, � -1, __­ -_ llf��T:L�� I .- -11 I V I I I/ ?I/ I / , ''� , - , " �T: T, _��_� �� - - __ _�;`­ .�� ____ , — , I // - - , ,_'J�', �_, � " _,� .��_ _,:� �� -­-If� _-) �; - , �L_ , , --r N - - , _TR' - _1� �t'7 �_ I - . �l � 1I I , - _L�_) -_ -1 - , " , - -T:�-z :---(-� 7 IR� -� ---Iz-_ '41' 1-.-.i _4 '_i I 11 I I ___ , ,,� I I \\ 11. ,�,,;­,, ��_ - t ", '? : _� -�� j___l I - - _: __r _;<?�r __ � j , I I I _+_ - -T-: _i__ t- - - 117-7-7-7-L. �Z� I - , - ­ , ,,, --. 777al j --i � __ -T 1 �-"-_-- L-�-,.­;i_ 7 , : ,9!�� __� - ",-,� '11:, __ - I - Z:7 55,t � _ �� / 7 1; _' , A, i'I , ;­­',�T.--,�� ,7 ----- 7 �� - I I )_-:�, 1-1 -,- -: k - ,- , - I- , -I I ,� - 7771_Ll -I,-- 7 '�', 1- � 1_�_­__"_�__, , I - - , _� 1-i 1.__:,[� � 1:�-L__ z -_ - I i- 15 < , -_ , \ �j 1 .- - , I I - _L__ 4__ -_ -, - 7 --- I i�_:L___L I - , i__�� _1�_ "�_�7__ - - - � __ I ­ " . - __ l- - ��- .�� -,----- ­,- -- - - " -f- T -- & �, 3 j - - K 'I L I __l -F _:)__� _1-_ __ _Z71 0 , - �, I -�.l -, , __ �r� '. __ :r , , -,r , , . , ,�F )� � � __L �E-�� - ---k 7- .K.- 7 _-, - I ___ I - �. 1;�-r��! � -, , - � �5111 EXISITNG RET, -a----tc�­ _7 - 41- , -j�-- �­ j- _,� ,; ��,, . ,,�� .- ,", ­� , 1;1,�pl , ,�� : - - __ � \ . �� IT 'T /j, , �: :� �, :� -_ - ,t;�J__� _'71� i T / - I ,�,- I §,� :: - - ?, r , -7- . _r -_ - I � - ' "- 7�r _V ININING WA�Lj , 4 , � - -, F -1 - 71 4,�- - I I , - I 1 1 "/�� 11 - ­- - - , I- _4-6- �,,_ �,� I ::_-,-�k,-:�kz-, � 2- ,_ - ,� - , .,� -I _ - -1 � �. I - -,, 4;;;�_'1�1_1 � __+ I- _,� � -I- r-__I;�_- 7:- - -- --r- ..F- �t_ _t"_ -1'11�__ T I .. I 11, , _+_ t7:�3, - �,�: , _' ��T_11 " �i ., _- - . � - � , �_ � � ;� A - ��=;�f, �r- '�_7_ - ---'-' - I 1;�k__ _� �t �_ eT � - -_ 4_7�,_-T- - - ­_ -1 -_ - � -t_- �� / I I . �, - _� . � T7 �r_-=_j --i .;:I'- - - ' - 50 - - , 1 I , - - 91. ; I, 1 � �,e__. " _ - Jk� I- - �_ , ��­ �<�., -- ' __ - � ' , % REMOVED AN[ x . 1'�" .'I' "'.. ;�_��11­11 1-1 X.," 7 _�_ _�_ ____L _j:__3 - ___I I- _[ -- I . ��_,L - - , - �_ .;- i I r� I - - ':_�7 4 - ­ I �� 1 460 l" � 8 1 - , I t1-1- �� _��_�,_-_- "7�� Y.7� ­1-_:� - I . __ __A-_-r-7r I " ----"I . . � I 11 � / �,, , /� �! ��/,2, 4,�,_� -)<- i :7_1_:�i '. ��P_-,Iri ��T,J-,. �-�-,l T T _1� -r I- T- r -A : it - "I 0 . / , -, _ 1; L j 11 � %_�_ - r� 1 1 - I - __ — - - � I z \. FF -469.6 , j � ,- , _:,��4 . j, I - ... ­ � 1 I— "' - -_ ..... ��A. I III t I % �, It I � I/ , -,�, .L�--.­ --�,<��,��­-�-2-�IfL'1� -- �_,__ 1� ._�.� __ L_ - .- _ _ _ I , 1. ! __ , , , 1 1 � D 5 "'is", - - ,- - -I ,-T,d,k,;A _�_� ,1,777-� --7'7- It � 7: -:f 11 \� �� � ,4�T�_ � �i ,_ - �/,, -1 0__�i -_ - -7 � _ ti i I;lt III -, , Y�',r,�,/// - , �� , ,I I � I i -_ -_ -_ ,----I 7 _ - it, 1, �,` " , , — _ 11 I ir , P I I r , SID — ---.,- — =­�L= ---E SID j7 - I I - ____ — - :§i� , 1.11, ---I- � �__ \ tll� � � ,,, /, - I _ _ -_ 1-11-71 _- - - \ , i I � I � 41 f � 41)'�,_'Ir'­'-T­�­ r� I �,� -111, - � , I i I IT 1, I . 741 � rrr�ll I �__�) - t T-', ;iz � - _ , I , "t", , , " ­,,,� , r��,_",___��,.� , �,,,,�,; �.. � \ 1 , li,� , _/ "I 11 " "� 'N ! T , , I I , , � ­ 1,1t� ; 01 'I � t V , . �, I I / - 1 ,,­-��,,,�,'�nN , _g'�'z, _,�,�,,,,�� . I � .- , q I I " , , � r �V, __� , - " I I I V / I I ,_�� I ,:, n't,,��'-,,�"",-,,,i � , - I I l, � 1i ljlj_i_�/Ilk . � . �,�,,_�,Iw "" _)l . , ��J/ I . .. ... - � ��'r -- � -- & ,� IT/ Z � ATE ,�� _�,'R�� _�, I , , . ,�_ , , I �­11'1 11 " �_ ,�_ 1"k -1 - i � 'I,' " f" -11-1 II I wt 1J." � " � 3 I I , I ,� - - ,;g , 0 `� - -1 - � ,,, I - , ]'/ i I 4/1� _'/-,I�, f & t�;�o " i I, � , ,--,, , ING TRANSFORMER TO BE RELOCATE - 11 -, 6_�� EXISIT ,5� - , � I -- - -1 I 1,�': f"g,�I.',�L, --�,�,-.,.�-��l-",,-�',��;�',�,,��,�,�,,�'I'l-, _�t: I � - ��� � t � x1i - ;Tf, I �,"� �F -,-� -1 .�, III , 1 " It, , 1 1 " i - I � of,q_ � - - . ! I 11 I ,I,- --, _-, ,� � , I I -_ ­_�,l, � - l ! ,,Cvls­;S�� I IT � ;,'­�_W I ,*.-. �VO� , � 1 �[, � I - - k " I , 12� , � 1��I'A'�,, 1, -,� I I I i k I`7 ­­ EXISTING SECTION OF . 1-1 I I i , I , , , :i� I 14�`- I � ­ -- , >-- -- -, , _,_T !11,'tl41;;`Y�i ��!'��'i'�-�;,-�ll"����;"-���.-"",��,,�I."�, I I I - "�%!�I �����lli���'�'I'll���,,�,�'�����,,�.. ) 0 6., 1 " ,>,,it, - - � � � I �,,,4­�:­­­.­�� ,C I "I -i - ��,`�t ;� " " �:`, ,'-, _':�-_��'�;­_�, _1'1� � t ,I- ­/ I '1I7_t1;11,ti_,i �,'-,',-:,'�'! -,,�,'%',Y, n --,,;,-g_"'.;- jr�, - , � . �ll � � 4 - , I . I � I _ `1_ 'Ir�� , , -H , :r I i � , - " , � � 1 'r )"Vol""9 ��,�,',,',,,�.'_1�� i, gm;-."', ­ ;; ��/, I ,� lkr l �&_ 5 5 t1V '' ,,rX T- Xv� I _­ X ;_.Lt STORM DRAIN PIPE F ji , > X I- '__ 1 Irl - ,,,,,,, - , i�., -1 - -j ., I - � -- -­ ___ 5�,�, -�".,-"-:,:.��,�,'-,��-��,.'��,,',�,.�--�, I'l . . � __ --1 � �, � Ij ,-j,,- ­,,,, Iz,�v% I I I _-� , I __ , ,/ A, � 11 �, � , , , ",4 R, TO BE REMOVED & ;7�, -1 ­�-'-.:�t,,��,,,`.�,�,,m I- ---!m I I � lili .�j " ,� �i , , , - � I . rr, , - ["""e, ,� j _'Ja�i _� / L, - - �1 e_ ; : - I- �� 'IZ26 � j- , E7 , ��, I �r) YXI � i VIfUlN 12if�ni8k I STORAGE CONTAINERS TO BE REMOVED DISPOSED OF J_ ',,-,, ��-�'��n"",r,��;-"-;,�q�-"�,L,;--,,',,",--,3���,-,".� T�I�V�` 11, 1`�111 � , � "r. -, � '. I __[ ,� , , , �,,J�,�W ,. I It, Q.f " �, -_--1-1 �i,, ­� , , ­­ ­ I _K�_ �­1__1.11­­­I,­,,t �,� �, , , � � � j �:�I�­ "Y �11 "_ �I ��_", BY WAL-MART A', - � , �,__� lllvp_1111­.��,�,, "'' , ­,"''. , 11 V - 11 , 01� �v-,�,- _�,'4,",� M�`­�,NK,�, �,,n.;��,��_`,7 `,_"_io I -I" 1�jtl- , I ­. 1. ",,'T ,�, T -J." ,.­_,­­e,�%._1, � _`;t� , - '1� C �_ �v�,�Llr�­�alf",�', . _-1 C) I .- 11 0�9� , I I III I .I , - �Q. , --li I . - ,�- -1 Z ", ->e ­, 'll, IV, - i , - ,�, - ,� �� � � � � � , - , N"'" 1'r,ZF ", ". - 1,1'1�111 ,I------- (SEE GRADING PLAN) --,�--,�i',��,,,,� I " ,,-�",�����-,,,-��:�-���',,�,,,�,,,��--"L�--,�,,,,,�"-""\,-,--�,,'�';,�,� - " , , � _ - I ,,"n- �, -,��- .''. r I ,,-,�,,.,__,_ _ �a�;m ,. " _,R,,�, �,,'_`RMP -, - lk i Z�,� , "', , , t,�,�_ , ,�t �-i ff _ - I t I - I I I Ill 1�11 �X_ Ve _ .."�;.., � - It I, , ,_ �� ;" ,,,,, �'. �� -1 z � _. 4� I I � >� r , �, z _,Qi, -,,Lrjl,, 11" : 5 ts 1- - 1 - lil 1�1 i I 1* If- I ...... )I,/ IN � j �= . __ .., ___ --I "i VIII . , , ;-11-1-.1 � i I - _ .�,' REMOVE EXISTING ASPHALT PAVEMENT EXISITNG RAMP TO BE �� ,�._ 0 V< � I I I, 9p, - - 01 ,� 11 - .11� � I, I ��, I ,,,�Z 11"U" - � ll"," i -i I " - YN'. I � - i, I i I ___ , I, I - L, 21�1 -;,_, � 3� __1 , I A :;i�l �11 ')tir- � 1"" A i I j z ji i it ,�, -j - �,r-' YV, It V,f�,,�;­ ­ ­ , " TO ACCOMMODATE PROPOSED BUILDING EXPANSION. ,��' 14 � " - � - , ,�_ I I I - . `,.­ `111 REMOVED AND DISPOSED OF '-i �, - � _f ­ I �,� i. EXCAVATE STONE BASE AND SOILS TO ­,� - "R , , , �_ � , _n I t,� , ',-, - , , 1 / , , , , .'� , ��)'. I � _�1_7'r'-f I i 071 ? i It III - 'V �Hl f �, 1 1. ,, -1-i i" �4 -ii I i,l� � , I / I I 1 14 ,� ,,, ­ : ­ : ­ 11 1-1 - ir , " - - , 11 1- �1, __ . I I � 1, 11 j - I I !I I , " � -1/1NI"j- 7� COMPETENT SUBGRADE. 1144 F_ 111 .1 ' I 1�� �� I ,,,, I 1i - � , �� - 7 - -11 �41, I - ,; - III I - , �a� I ­ - I �, ,� I i 111,111rr­,�_ �, �, ,�, I ��­', ". " -1 I - : ,�­�W ­_'� ��,, 11 �:;-��-,� � - , - IP �, It, F, I 1 1'. 0 � -, . � , - I lwy/ f B - -��' A -1 - - I I l lilt, I __ %­ ., k .. I I - , - 1 ,fill1i'lill, 11, � ;��g ­ - _ -1 11 - T JPI ______ I - - � , I ,�. ", __ , I If I 0,P/,- - 11,1� �,�,,_ I IIII t OA i I 11 -to() � IG ,,�,o"!,",z`F-�R N' I '�Trl , �` ` --i . 1,11 " ll, I I IIII I" !Ili , C3)" ,&\"�, . . , I- - -, "-,:-j' ��',!` � ; i ", //;] l/ ,,, , i _��4,.D,��';,,,,, -_-� -` .�.� If I - I 1, , _.., � � - - , I _� - I � 7- � � ­­�­­ � ­ - I � I/ ',/',' i "llf �l �,� I *11' -1- - ­ . -�V,�­­, , , - I �",_ � -, t"w � - ,��_� I __ I k � f , - 1 !1fi !I;! � I , -_ , r i / I I , �,�� � , --- I ",_ - -,-d r I - 11 ­� , �,`�`___A` - - , it \ I I x 1 1 I I/ I " J -f I 'pfg ,li kl�11­1'��­ ... � '11, -, ,", , 1-, � - 1, , r _Y111 I ,�.­,,,�, . . . . . . � I I = r r4 ­ -,f�' k� 4i 1 i � - 51 - - � - - - I , NIMM , ,. 1. ­ _.. i I -_ __. .- I I - � - i I Iff i L - , - " �� " �'Nl a I -1 �� ­, �rf � � ." R, �: �� A", ,,';_�,;. .. i 3XI L14", \ - � . . �t ) _ . `,;�' 11 I- I I I It � I 1,141, I it 1 " - ,�ft ,Ifi A 'I �,�� . -, I - I' III I 1 -, � ., , - ­­�­.­­_�­� _,� -1 I I I ., ­ '�M � I , �-­ `­­`­* - rrrr ­rrr �%%%% "I ��� . �, � -, -- ­#� ,f % � j I � I ,�. - ��// d , I _X ,_-V,__, _i� , 1 -11 I I , I - � ,,-t-,',---7��-�-.���,,,,,_��,��,,��7,-�, � __ - -- - � - I i I , / `// I 1/ +.) I I I ... ­ ,,, .'i, - �M, �,- , . , T � - il I , - , q py Hli *I,1� V, I I'll �� �, � I % �`,U,-�,�,�� _­_-_,­ I I - I ,'I - , , - I f _ � I p 1�i ­ ( I"I 1 , V .­ , , 'i ,, I, ;�_.-.­`111�, -r I lillp. - __ 0 � �, 4. � 11*1 ._n� - il� j - I I �;,�- �,�Mm _�7_ �� -i I -�J' 'I �� I e_�. L V 4 '10!i",_`,� I 1_��'. ­ -1.11.1-111, 1, '/ -- , �; z,,­��- I I - . 11 � I - I 0 1 I/- � I D-1 -- i 11-- f I � EXISTING LIGHT POLES AND UNDERGROUND STORAGE CONTAINERS TO BE REMOVED - .- ',--�',��, i I _4 0 i I .i "I'Aill, ) ­ . "ji � ,", i ll'I Illy it - 'I 111'7_e,�� q�� � Z, - t',��, :,,� ­ �7 11 11 I 111) . ''. - - - . ,�, "I i�,N, "I __1 'I" - -- rj, I T , -- - ---- 1 " ILITY TO BE REMOVED BY WAL-MART e- ,_"� �i__t_P> j -/��- p, - 2,- , I FS, 11 I �l 'i ."', -- UT "� � " !Ij, , It I ��,,I� I I -1 11,'��,_ ,.g"p,�X--��-_' �_ I �� � z �� , I'll, "' I , p/ I - "!,� - I I �C, - - � I - , � ��% y . -11 I�A, � I ,-, - __ __ .1-11 -1 �z_�4 ,_�­� A, �-g�> / I I 1, 1, 11.1 � - , , IF- - -- m,,p M_-- ­�_ � " �,, . ,�.] I 'z2Q_ -I". I ul,F,`=e,-,-,�IL��i g� �@�.--, U llil , , , I VV ,� f \ 11 ; rMl , � ­__ �,,,� �� _ � [I "' w, , �. ­ < 7 7­�� -�- 5�RN.._111 _`1 ,,V �.' 2 - - VIN , �,,,�� N5111, � V-11 _ 11.il;� ;- I I I 1 1 1 , " x i 07PI !T 11 I �' 1. I bi _,_,�N_ -1-11, 1,�,�",� �. . � � i ,��`P_I­Fgp­ �_�Kl�t­� , , f I I � r ��V'wy,�s - � / / I I fil-T ;�, - � ­ 11 Ib," �� 1, I I ;; I I E, , �� "_ I .;;;, fl 1� F I ­_ I _� I III I - ­ I I ,� - M1 M"M _­_,� `Y__,� / If � / 11 , If ir " I , 11 � -- � - If Ill , I 11 JI I I T: 'T'll T, , I � ;�_ 1, I , I IVAT - - ylz,,�, "R -1 1,_, � I I " , .'' -, --r I-, ---,-,- , , ��,�� , -_ - / i I 11 I I )jI 0 I. ! i � �.�. . I I `1 ) V i ill !III ;III , - -q- - I . �P I _), �1, 'I', I �.V ­. I - ., ..--- � _,��,; _,�41­ 11, , / / il if, .I JI�j I' 'I . I III 1__ -, -,�O".�_�� , ,�,�- - !,__','�"_`,E� ,;�, I I - I I i ifIT!1; 1\ . 9� "'.111 "It ���_.,­ , I ,I , I . I ", 11 , �` - -- ---&'-,�?,�� 1 Ar4t:) 11 I , "., I 1, ri- - - i f " ,-,,, � ! �, - ­; 11 I I. -, ­ 1��-'�V_2_ �� I .,� I I , `� � '. �,� -_;�, �,;,-�,, �, I I I'j� I , " 1_ I, ___ .1� � - _­ ','Z;4�� 1 �1, II `11 ; � I '0 I ,� �_ ; �.. I " ;Y11I � , , ! "I _�fitj !At I - , �,q,; — �,��7 1, . ­ ----_1.1__-1 I I --, - I I ", r , I EXISTING GARDEN CENTER AREA . *,7 �,--",V,�, - I p � - I/ (z) f ,_,t� , 1:1 �__ 1\ �O , �11" - TO BE REMOVED AND DISPOSED OF A, � `N`��il_'��'�_ I I -a i , t�5 1 , " jwl Illf \ ,, , ,_ _(4 - � -.11 � I I I - 4 , �_ � ,-, . Ll .4 1 - i I 'I � � f' , if , , , �fr,_`__II I ; I - - - �iol,�,,.: I 11" Ill , � I , , . _ 11 � 11 I Y' - / 'I [AK10'111.�k :,�? I I J_ \ / �� " P -, w�- - - "...., I f, I . ­ I & � _ " � r - l'i t � , \ r .-, ;z,- -, - 1 . , - - i __ 1, I � 1 ­ ­ I � , � �- .I- I ji'l 1 1 \ \ , , �, ��'L 1, � ;;� , , ­ I / I I -_ `111 �_ - I-' I., � , A I I *1 \ I . REPLACED WITH HEAVY DUTY -,,��, �z., �-, - i.r, �_ 11 �­­ f ",_ _ 11 I j!Ijj, 1; .1 I � L - ­� _i�lt I I - I ,I. 1 , '), � i , I --,. ,� , - &f, - , ... �_: - I _j - � " /9 , / / �--,- , "" 1 ," , I 11, umelR�u - �., � CONCRETE SECTION TO MATCH �. �_ I / f x l- 1 h "I'" I - -, I ,,& I � !�? �! I I I!' � I � � -N �' � __ k! ", ;jQAL,-gjgg, %745�­ . _--.--1_-----. - , I I III "' ,-, _�� - 1, 'A -1 ,- \ �, I r) ` %, ­ _g � �7, � -I Z- , , y \_ I I , �';-�', lit, I _-) I Ift,' At, � ___ �; - %� � , ., , L� I - n , )'/ , I - . - �. __ �_, ­­ 1 W.4 j I I I I'll! I� ,li"IiO , . - �,� � EXISTING FENCE & GATES TO BE REMOVED AND DISPOSED OF . , t ,I \___ Nil, I � 1, 4 _,� gq �q -M� EXISTING. ' / I � , I III //I/ Q:11_1 �'P/ C, ` -11111' �, _n - ,� %'.,_� a , _---i"' , - I ill 1, I - �� II � - - � ;1�1_i I- - EXISTING " ­ . I I - 1� , if ! / `/ - , ...... j, IIVI, k,17\ ,C FF=469.6 , / 1 / / -I f ill . 4401 .­ I i /` " f 11 I i _ / I , 41 Irl - f - 14- � - ��_ , 1 I.- _4_ - � i I ll 1) i � , � - 1 NEZ k' ­,�L 2---\ 1 ll W - I , /--J- �, -p, . � / T ­ if It ill'-, /I ,/'I I pvi�,j iti i 4- '57111 - 1,15 - . c SERVICE'Ll f �/ I � / Ill.,il it I -0 (, ". � - j _� � 11, �`R � " PIV TO BE RELOCATED AS SHOWN ON UTILITY SHEET N 1­­� ,---�, � i p I , ,f I j -IA - .�__�A � __ " / � , / �, I, T . I f-� , i I— I / I M I , � I, �,] BE AB Q � ! 1:1 -if � - , < � Iliq / �,,� / ///,/ ) I .. , !',i 7=1 - 1� I I I -10) , I lV g_�A_��4,�­_, - - 1 -_-,4) 1 . 1, Ill ,�� l�� - .�, -1 �� - NED AND 1 1 1, !llt' Ili! 11 111I /// '91,11_1'r " --��_­, REMOVE EXISTING CURB ISLAND AND TREE. � C) ,�, / jr 0 . \ I * -- I I "I )l� \ I , I 'Ivr -r ,�,pj, I , -I ��­z_ ANbONE , 6, ", I 'g, jq .11� j 11 I' , , ,T&1,1-�-�,�,'-- , Ill R�_�_"__ ��A'_. L"� 1� ,_ r DRAI ' _' I\I� , Ill //-- - / f", __ , / - - - // ­� 6§z 1'�5 - EXCAVATE ISLAND SOIL TO COMPETENT SUBGRADE AT EACH. I , � - PLUGGED -­ I , �. I - � II j I I 1-§1 1 , ( --,�, \ j ki / V �t iMIA vvrl%l I I , , . �j " � REMOVE PAVEMENT SECTION TO SUBGRADE AT EACH NEW ISLAND . - :� ,u J., 7 it / _ _/ II'l, I I I t i � ( � �� M M 71 EkTIGHT._,_,,. 1 �11/ly / - EXISITNG STORM SYSTEM TO BE'i'j;11'1'ijf I 2. � I f- -J, I I \ , I ty !I -DI- ­\ \� It 0xz - , 0 _1___l X#,/� "' I , I I . I '1-1_1­:� ", /-,� / i , i--- - � I'lIp, \ REMOVED AND DISPOSED OF f � I -I 1-1 ",­ SEE UTILITY --I I I I - - 1 ,__7 t I �\, VIA W4,l � � 11 - � _4 , 'l I,It -_ I , � � I.Ir I I �M" REMOVE EXISTING CONCRETE, CURBING, BOLLARDS, ETC. (SHADED AREA) .1 PLAN'. � /�, / I_ I � 71, j ", i . i I � �\ " \ 1, U, \ ,,, / lif lit. 11i 1) . y"'I'li I - ____1; g-,gog ; ��­­­01��,�, SDI I IL'It 1, 1 � I l j-', N . cu -t � -Y '' �I I "' / 4_;­W­��,� , t'I TO ACCOMMODATE PROPOSED BUILDING EXPANSION, & i ; A� / I Ln=��___ Ail ,� _,,A I z_-- " - �/ ,I 'k'�� ::�,_- II, 1_,''l , NEW S/W & CURB. EXCAVATE STONE BASE AND SOILS TO EX� 6" SANITARY SEWER ENTRY ( , ; I-.------ I I , . I ill Ill _:�- -�Z-_ -" !81.1 . -i . � ry, _j___ 1� � - I , I . I I ­`�,,,, kum-mg- ��l k�-,;,�-q COMPETENT SUBGRADE. IV. IN = 436,88 . I IJ 1 440 � I �,__ - - Z7 0 / I l , i �� I .. 11 _F EXISTING ;r.r �, I—,,,- 1, ii ______ - . _=---�:-L ---::� '11,; , -g- 14 / �', ffiRpgu'l�w, �-,i j _�: -_ I , III I it I . ,; 8" WATER * I- - I � " I 1� ------_-----, 11 It I It M-11 ... - �, -"�g . . - __­ - - '_ __ , \\ �\It,: "=.­�__zz-::� a - , ,\ I - - - I I I ) � 1�, .- / . f lit Rs 11 >T ��jr,,,' I fl"", �, _ _:-I I ,_ P " - , ,� ,� � I /I/ ltjj� fiff LINE TO BE _�= A �� r ,_ I 11� �, . _____ I I MR , � __ EX. LANTERS TO REMAIN / __ = - __1 - , - - Ln 4 1 1 IT . - - ­ ��, - - 1%�_7 ,_­�_, � - ___"� — — - I I � it REMO ED. FLAGPOLE TO BE REMOVE I . .0 � /G�K I & 1, �� - .- / - . I � 1, �j \ IP �", � V-1 S, I " __ I -, I , '77 -1 7 30' BUILDING RESTRICT110h - . - ' 1 -7 _ li , I � - _� "I ­� ___`tp - - :___ -, ,_ _� yj lI I � - ­�- - - - _7 'I �.k '6 � �� I . ', I �=l . I - �� �' �-,`, �-,,111 I 1��e��519 I j L . � /// 7 SIGNAL POLE I 1� ".. - - __ I , :�,_;: ��_ _j , I -, - 'I'doll I I �t­-; ", _W,�,i�, EASEMENT No.2 'L� , _� - 1 Illit .1, � I f" �,� �" - - I_W�v�l j-_�111 ", - R12,11 _� -_�" ---,-- 6, Ili d -1-1 f��,___�O' `768_� fflm�fflfflwp `,,�_," , �1,12, � , 7 / ;I ,- ­,, - - , - __ 'I'- " , g , -k-- 11 ?0-1-1- _�___44_ __ __ - M � , �g I - 5, ,_� .. -1, ',�j ,1 M,�k o - _,� j . , — — — — — — - . `-1- �41';, 5 �1'1 I - - � , , V N N � i _� - __r;', i . - I , � I I 2, , , ,� , 2 � &�R�_ ,I _Itt� � - / �_. -�- - -­,E� i i � � - _,_ 2', - - - , 7" 1 � I I E "��% _:-� 7 7_ -- �7 = - - .. 1 � - -, "I 1�' % - , "I'l = If 10' PARKING SETBACK � - I; M �', ­ , � � , , I �, , � " ,, i - - 0, -, % � � , , - K� - - I I , - - I_ . / (ALBERMARI , - __ � � 1_4 , , _1 _ -- - - I � �41�,`a'�11_� ,111�,�111� I,- 1`0 .3,M ;,,,, - I - - , - , - L , n- ri M 1`1 I , / - - - 1. - ­ , ­­,,­U­,­_�i��­ 1\ � - , �f.� " _9 � ---- a "'I", If I , 111­;�, I I— � �W'_ N, - Q' -,W5 , -j,,� 1.'�,"�,��l I x L, �� � , - . . . . . . . ;Tlz� i ­­­­�.,, 44iT�__7�k'111 �-,��'��lle��,-��,,�'��,�-11�,�i�--�e��,�Li-,�-'$�,�9)��'�.", 'I , ��v --- / =I . "', ­­ - ...... - _ I- ,�,�� I � - / " _�� 5) , , 'e, �� - I 1 -!::Z3�7= — --�A ,­ ,,Q, - , 7 --VIRGINIA.) I -�<� �1�_ , �'il)�.�--�l","�i�"'�l":�-�,��,--",--� ft�Fw_, I I / �. - , � - , � , , � � = , , - _1 � "" " - — — � (11 - -_ � 7",�,­­,ln'. , 11 \ M� �,Q �1,,­­J� I - ;, wg��',­, ­�_` __; ___ ;,,g�gg - ­ L � �� �q-,"�� '-'-- - �11 - I , \1_1 ___­_-7s�1 � , �, , , , - 11,11_1t0�,tR� Mm.,!,�,,���-,�-1"?�uml-�;,;�,�-�.�--I - -_ EX. HYDRANT ASSEMBLY , , "I - �� -Iss / ::14�� Z I �_ � ___ 0�777­77777 ��.-,��,'�"-"""��.,'�,�-,,-,"�,., -� _?'�­­­­­ ___­ 1,%1N ��,�__ ___ " I , -3 , , §_ -11 , ,1f, V- , ��', - � � -1 / J �­ , �5,��,��,4 , / I/ Ij , -_ � . , , _"'�� " 'if! , 11 � Z_ , - 5, ,�-,� �� "r. �, . - 1 'i tit I I I "I ��-��-1-t�'iV�§M�-�,�-,"iP-7��7" 11z, �,, �, - , 441z 1 �', lilt I/ ,5 2 �Z_- , 4"'g-o"z - 6 �77,. ,n V:�, I- I, �, - _�,; I - � � rI- _. I �_ ;�1.1;3�1,111 ill "I � , � ., _­ � ­,�_ _. 01�1- ,�� _­�FW�-- - 1­1� AND PORTION OF 6" WAT l I J I , � --1 ,,,����� ­ F��,�,�,,, �, ,,,, . - ( t�. �,`�,' , - -, 1, _" .;; �,� I _ -I-, ,/ � ii I � �.��, I 1. / - '� ill I - I / 0 LINE TO BE REMOVED A f I ') I 'I', )NAGE jg�) - :Z____Is�_ ! , ll I 11; I rj __. - EX. 6" SANITARY SEWER LINE _.� I _7 _____� I I I � - - " - i ­ - -1 ,1_,,� OAKS"(demo) - - I l -, _ I - . ,�, "I , - - . - - /­_', � i1, I J — —_ --4-- i 11, ;J Ili r, 1� � � e SHOWN , I. , 1, '7,,�'�� I TO REMAIN / / I/ U)/ I 1-11I - - r I 91 � I I , - ��, �'177 __�fo - - . I - - - - I - -j7 �_y __ __1 \ - �'__ __ - " _:� I �� , , . A_� N �� ','I ; I 1, " � A.146. - -440-- , '1� — I / / 17 , L_________I,.__. � . ... _. - -_ --- _-I . (A I i it - � - (demo) � - 11 -_ - - _�, -_ - - - - , - -_ ��,__ -_ ______0__ a, 11 I I ".. I � � _­ . I J6 - ___ ____1 - - I .e--- , _0A ___�_____1'_1_.__�1 -O)AK6"(djm ---- _� - lf� I ,�� - - I - ­, 4 - --I- _-, I_ __ - - -_ - ­_ - IC N�_ __�_ I/ / f �� ') 0 �, I ��­ - I!%.- L,IA � -_ i - --� � �-,`­�,, F T �-55 �,, -, - � - '�,A I - - -7 ,q N� o,� _� � ;_,_`I ; I ,­­ 77�7g- � I --_-1111_-S_ �, I p, � , f�r L- ­ V I'll, I , ,,---- -, F ��?-, ,�' , - �_ , - _ w - .--, -, e15/1 7 ? ,A ­�' -.'-,e ',,�� ,,����i"L.���""-"",�--,,�,,���,,,,,,,�-,.;�,��;��-7,-,%E.�, ,�A, .-_� � , , �­--- " - - , i ! If, W/ - � � `� , -­ "; , � "I EX.5,1GNAL--, � EX. WATER LINE TO BE 1 )1 I Z- �, I -11 4-w - F, _. .�_ ­ - 1, - - �.. - ZI,I�,-, .11:1. ,t,,� " "' �,. j�:,'__ ,".- - -_ , ('71 1 : , I , Ow_�_`�. ,5,'ly,-%A,N-r_ �5'_-_� lz_ - , OAK6"(d 41'21�24�'_61�__,� _..."_ _,__ � .. .. ..... ,_ , ,,, �, "", i ;� _,L�'_ " 1; � , ''I �,_­­­,- ­;­�­­T, , - ". 1-11 .." ­ -, CAPPED WATE / 1/j, /Itt! /,/I/ , I 1.11��,�, 11, -, ­ 11r-- _ . � is '1� z � ", " __,"_. Y. � � - 21, , 17 �_ I -, __ I �_�_� - . 5, _",� I 1"' __;� I _1_1111- - - I I -1 . , I- ­ ' 114-'��'56 , _ '(d,m,) -- , - �*_`_­,­ -- * - ­ t_ ____�__,_,� I - - ,4 " .... .. � , - _., , , , ,__".. - I i- ,fit , I - 99-;.-- WMEI �,E 2 V). I ,_ex /___ ­­ 11 1,-,: , M. _ ...... .. ,_ V_ f `QN, -7 ___T AND ABANDO ED. lit ,­ Ip, J` I � ��� - I 9'?, - - ,_ __ OAKK6" ; ,11 - I -, " __ _­t�� V �,? � 1-1. � �, 1- I- 11 -.1. 1. kv _L1 // I , �� I � 1�_ I -_ -_ I '11111 I li - ­ �� '.. __ �'� � __1 - -,1-11, 11 � � , _�J��� I I � , . I - I � - - I I I.�_ �_ I _­ - __1 � j I I -_;;;;I I - _p4w -,s- �­ ,�-,I�- 1��, 1-1- u --g ,- -,-�- tMf� ��e - 1�1`1t`�� ­­ --l';z 11 — � �_­' , � � . .. I , t � F.". _� I , ,�,;��, �� Fl 11. - - I I I " — � ",�_ �_-- - �,�, --*i erz_ ;,l �l.,.-,��-��,,,��,--"7-,���,�""��11-:1- $ 1, _. - _ I , I , __ "�_ Z "�� fli/l fill It 1" Ij i I I - I , - � �__ -, 111 ­ - " I � _­ L- I " ",_­ -_ - -_ --'--11 ­, I if , i , Ill , i � 't z ___--:==_,--,,-,-1 7- --­�,il 14,-, ___­ .__-_4___-1_ -111'�'__ _-- I 1 , // I 1 I I 1, i It 1 , �11_ ,- , ­­ g , � , __ - ­ ?. _e�L- __ -V-- ­ I -1 __ - - , 6 I/,, .11 � - � ,� 141-1 '�, i, � -_ - �, �­,, ­.- -, I . - �, , ��, 11 _,_ 'E"W_jtTURN - - ­_ - I 1! ,j PLUG INV. IN FROM REIVIOVED- � 7 � — �­__�­ � I—- , ..... ". __ L I ,, ... � � � - / m lilt fill I , I � ... t7�%,F,*q- I I : 1---I., 4-1 � � I— — �� _;�_ -1-llr--- ---------- .- 15 � �, I — -_ - .1 I I I I" I ... ­ E WATff_rfGdW!i " -,� �gp, � .o ��� - - I 1_' �­­­_­7��111.14_1­ ",­ , ��. - � !, _,_&_,_,_.,,.,_ -.-,-,,-,. __ ­,_­­,_Z��_-­ if -%� ­��. - , , - " --1_1-____ -1 t- -4 A, 4__'�__ It ,"// / I 1, i 1, / // � ". \ . i 11, , — " � t� - I � , I I 1. � ­ -, - , I 0 .1 V� -_ ' ,�� ­�. - ;_ -1 L I - i I f I I / 1 / I �'L �� -_ , - I -_ z�� ______11zz1,11_ 'I N ` � 1"111-1 I I I I � 4 __��, 11 I\, \ � , _1-1 -S-1 ,I - NO �_- EXtSTING-,--L',-6N,,.iD5-CARE--Pr-A-,IkI ­FOT� � � _, If, ! I I � �, -, _ LLL — —,- '�_�176- -__-_1____-_,,r,_ �11� I _F' SU,_ __ --- _-1-11-1--l. - 11 11 '­­­­ ___ ,--" - __ T �, -,U -,,, ­t�� l ,___ , a_;_,,, ��­ " If, ­­ - -_ - , ' �I I /// \: , 11 I �, � -, - ,,q -- - r - ­ - - i W ; 'r N I , /I I -_ - - 0 - �N,E,MV VED -1 I - I " — �,­_ �� 'y , /11 D'ETAI�� OF LAN221 0 BE, 1 44 ,...- � 11 ,6,0 1 � ,,, - I If / It , , I I __ " --v&"=_,_,�,� ,,,, - I ­"�­, ,�_'41.1­­.­ I ,� _,_'.__ ­ � ;­­ �,;­­ � I I- I � - I � 11-1-1 .- V, lz-., , ­,", __,_ / 1// I " � =_ �1_ , � _­­,""j��'­­T, \ I ,� , ,��' �,� , . I - /'/, p'll I /// , , -f -1 ' " _�11 I � ­, - _A'L�__­ � - ,,,, � - i I . I I I K �� "(demo) �­__ _�", _1__e,�___ ­­ �1­11`­­ _�, — .� - - - ___ 1�1 �­­­­�­�, � I . , . K - I I I . . I - / li�� , I DT8' 0 W p N \1 -1 " CART'RETURN �, —--T-- .� /J�) 1 , fl-� 'i / I I �, -1 _1­4�Fv­1_11­­ �_, 1-1-11 _1____: — e� , I I ml I I I_ —, � I ..... __ � ­_,I;�­; �11 - [ -\" -z --,- — I — � � - i - ft _11_4____ 1 //j/ 1/il '' ��- � 7-;, . , I , , � , , X .1111111111 "I'll", lzbbl `_�* __�U_,.­ , —,= __11L____ E� _­­", L, . " /I . _____ I I " - -+--- lit lif, ill,' It, I I it, I \ . I ..� 0�1' K1 0" � , ' � __-J, I I I I -1 '' 1 , � � '54 '05t . � OAK8" ` 1�v_,__, ; __ , i I 1- , f �. ", - . -, \ �, __&,1--_- j _,;,_.;-1.1- - I � � ­­��­­ ��1St1,V_.._"T-',.;_1__,`1 --I'-- �'­,'�_­_ -_ p_­__­1,_N__11� ` , .. . I ... I III Ili! fjIll I 'I � 11 11 �, - - -N, \ --41 - ­.­ - 'I,/ , ­ \ t, . ---�C,,* ,� . I f . � ____ 11_14,_,� 1 , . I _:�,__ - _-Ialt*4 \ \ i 11 �, � i ,I '.. I I , a f LI : - .eo I � I 11 ,__�­ �­.­ - ',�*. , , I . I --11- -V.7,-___1- - _­­��� ��� ­­­'�, ­�,�A 1� � , __,__4r_1__ ___11_1_111. - - _-L 1- ­­­­ 1 - I I /11 if If N/11 , -11 �- �pm_ ___ - I I T _­­ - - ­,�&, __- , I (141) �%14 " -141,17,111-1 '11� ?1 __ il _191ii.-1-- --- _.. __ --- _,� . f/l/ /// / , , I ` ,3, \1 _j tORRAL, ) --,E___I -,." �� I I I /I/ , I , 11 I \ ___1 \ ,,;�. ICART � __LQ - , �� ­ - _�,tg­_­,­ _� .-1---1111. �­ . / / I f " � . \ __,<�_­­Ie %\ -­­ ___ -A - � - _�, I . i , , -l'i -, , - ��, () i, \ . l I 1, q \ ,A___`_,_`;__.',-.,' ___ _ I i ­ . / Z(demo) , \ \ REmbVED AND DISPOSEP OF '(,TYP. f., -_ --- �_;, I 1// It / 1, j /I i ,1 I", \ \ � 0 N .- ­­__ I � " �__ -1 L--- � I, _______,4__, \ _;�­,­; \ ) __ - , I - - ---1-111: . 11 - \ ___4___1__2__ \ 5r, t . i \ I ) �­-_111 ­�. 1/// /I/, //,/ I. , , , lil f \ :? xmi_ I � ____ � I P, / "vll I ­_­ �-_ I f \ "v­­­�­­­­ SD \ ­­­­ '-"-- , � " IV, \ _,­­­­­��Nto, 7-1-A-1- - - -1-111111 �, 1- I "/ , � ----r--------- 0 __1 ___1. � - - , I / / � , � . ef -,---, I P ti \ \ . �pcl, I � I , /,/ //l ll , j// , , I ./ � ,- , i J I .- . - '. �, 7w-- ___11__1_,_ Inie- i I 1/1 I �,,\_,J,_ ____ \ , __1 ,_ 111--­�­11"._­ N� / --1-11 rE "" - -'A 1, . "' � - Ill // '//' i it I' � I 11 S %\ �" �r�­11_ -UAKI II U ­ " , )�/ ,- \1� , 7 W \ I , `1 '41 "k, I , QAT� I t_ 11 I � �) \ / .4 � /I Ill I j I V/ j I - __ I ___,�_, - - 11 - . \ - A / ------x- - N�� __­� ­­ _--',V1'-_,_- ­-­_­",_ 11 I I _;N41____I­ ­�_ - I � .- ; - I �, - //// 0/111/!/ I I R .2 \ , , \ _,__T_--__,_ I ,I 1.) I ��\\ \ "I i ', 11­_U_,­�, -16'z� 1 __­�­­­­ � - __--A-__-, ­`­�, ai, I I - , " , ,,,K 'A ,��, _\ 11-11,41:1 � . - �� I ___,_�,,I,,___ I t _,,j_-_, -1 `11- �­­ I - , , ", _­ - , I I. . I -­ , -- i - ,� � � p , - - - �1�g .,,,� -; � X " . a, \ CARTORETURN 'f� � � 1�4 , - \ �, ,,�, \ �. I, I �:-" - - �,%' -___1-o-_-1.11.1_11-. _110-1--1,11"i" .-< ,,�,�,­­ , - - I , " -_ 1, I 1__*I____1_ -,-- ­­ � ... ;. ". �� , E I it �= I 1. OAK10" ­111_'T� __ x 4 � ­�__­__ ,� - _". �m,�:, ';,;7.�c `,1.1 �k"& -- _ ,_ I I III It I i,-,, ­','lig' I � \ �1� , 11-1-1 ,I I � , , . I, , I ,/ I - , , ff4_11',_ \ ,_ lr-- , " ,-,----N 11 � ­—, _\ ­_­_j� ­­_,�, -1.1- _ � - �_ f i M - __1 -- -4 __41_____ I __114=-, __-, ._1__1111_1-_ ­1�11­­,, - � , f .--- I It'! I I If I .t,j. , I, � 7 . __ +______ � II , �11��12 \ " �i I "I _�111 t � �1111't"5 I \ :_ 11­_`�:,, 1\ II, d, _ 1,,�.­, , � I § ­� ". , , '­ ., -11.- , — I __'+.­W�_ ­ � - _1. "­', - � . ­­ " - I - , . � - \ - \-11-1-11111-- / I I - � 1,�, ;��,' '. �--,� 0-1_1 I 01I (11, 1111 . � —.0-4 -I,-,,- __ --ir-1-1- � �`_­, \\ _0 -__� _,_ -1--1 I __, - I I 1 ,�,;,'Z.'1��9'�,�, " - , � - , \ I -C)AKR" - I P_� � , -- - ­'�­ - ,� , -i I -,,��1'1'11,­ ,i ,;�� _e� -;, ­ �� - \ i - -`1 \ _1q ,__1­,,r,�_:,f, __-11_1V-: , �,�`­,;__ - — __ - �­ � ,_ ,� __­ \ 6�1 ­ _­�-.­,, -111.11.-1 / ill Ill, 11 11 - , N, . ��, DTIV -A-111-1111n, __­ ? ,, ill _11�,,�11 , � �111_1_j Q, 1-11 " __.. � , I I , -, �, "I �� I __ � \ 2IIIII. ,,-,c- 1� I %\ �I I IN I ", _-, , I ll � -� � ', If , ., � ,", - � - , � _�­­,­�,­,, ,_�� -0 /1 I I ,� _,yv, V ____�,� -A .- _—, Ill ill, _,_ , , — "; -,,l � I ­�,­,,-,�'Dr�",Mr,;Z­­ I fk��WR7 1, 2U1111 �� � I . , I . 11- ___ _ , , , _­,­_ _ , 411 I � 0_141 ��__,_ z V -I-,- . -1--_- -_--.1 - , �,.­ Ill I 11 Ili \ \\\ _6 \ I / AK8" ,� EXISTING 20' SANITARY 1; 1\1 \ 11 \ ,- ��,2`7"'_Z-611`il " 11 WI;1 \ - 4 M_ ­ I I _M_�',',�' _', il_',:`F�111 � \ 411 - , tlw-��-�,�ILIL�,,��;-���-;;�Yi�-�Sf�,�,�-1-1��', __ -1 15Z I ? ­­� - ., X - - ?u i mg, i I , , -1--_ - ��_,_,4&,,'._� ----SS4R,­EASEMENT ­­­ ' _. 2 ��`10_ "W � 11 1, , - 1-1 Z,� 12"(demc 4 )11 I 11 ill � I I - '�� \ s',". b ,\ , , �A / / .�! '-'O; \� A BtMARLE COUNTY �� . 10 ?'L,,�� 94'�',�, . . . . . . . . . 11 - - .. ___A_- — ,�r% - ---- .; ?.,tNW�1� , 0 1 '' I , _� "��,,, �'111�`-Iilh ---I ­�,----- - __"t ­T­­�--__­/ 0' ,-,n--�', !P�&,_, \ ,�, I I � F ,�,�, ,iAP.2�-';-,N�_ t,��,`��,,,�, ,` I ��, J, I� , \ % \, - , I . :�, _­�I`fl U.!k, ­-­--­4,­�-- � 1..� I- - , - �-- �-- -1 - � -_1__-1_ � I _j,_&._., _1;11 F I I _1 - ­ � - ­�­,,j I \ � - ____1_114-11___ -, � C4"-z�' St , dt­ HORITY) .­__­�' 11 -i,��,i:,,, ��.4,, � . I R1 -1 kt— , T, `­ -- 1,111 1! illi IT, . g �,.,� � � �� .. 'l."T.9 N\ .k \ � , �: jj-� ���i,�;.������,'�'��,-","','�",-,","�-"- ` \ �� -:�,_ V" 1 \ 4 T I , �_ al I�l _\ -,---,-I �­ �� � � ,11 I— I V, "I a�­­'. 1��_.­­­,_ I I J,I Q, "', , 111--11-11-1-- _.A':��_­-­­, --- ,;;��-1:___,_ ,�116 1 I I. , ;,"-1, - � 1­�­ �­­­,­ - � �,_ g I x-,64L�,,�k_ ,4L�,,�,g i5t', 4,uiv � \ r - ­-1,%­r",,�', , �i I � " , - I 1i I'll W I I z�-� ,-,�7'rq��-� M1, '4 tt XTURES TO \ - 54 , 11,---1 I 'i \ �� �,/_­ - S` , � , ­,�e,�Ap.q ,". ,�� xz, \ I ___ � 11 ,_ .- X�,�., 0 8'tgemo) - , ALL EX. LIGHT POLE & Fj ) C�,A_A1_,L_1_e_1 � ___1 , ", , , - I )l , e V! , _ � � ' - I ---",- / __,,C��L , _�. 13"?,CI / 11 1111 )) I I - _ T� " ArVY-ftSF,pSED10F (TYP.) \ - x ._1__1_\1-_ - �_ - , , - - , , 0. �_,M - 1-1-1 11 EMOVED ��__ /7 1- --- . . 1 * , I � Iii'll , 11. I /_ \ .1, \ 'A � I W- - 1) ,; - -1 ,� ,� � , __ 11 __ \ -(:> -!A! _1, J---_ � '3j; ,�i,,_�A.--- �,�a,­, , � __ 7`­­�F' � .1 V � 11 I _ , � _ ­_ ­­� LLO_J�,_ - ______+_1.1_1_A I— --k ,1--__- ­_ -II ;��, , ;�� I I �1-11.111-�,�-",..�l-.,i�T-�f.,�.,, . __4_______ �� " -11 -ft— - - �. , �, It //I (' , �­Ihz.1.1111.�­ I ­­,_, \ I , ::', 7;�� \1,j I �% u, %�Z"j,7,_'_2�4_ - -__'-"` - �, \, , \ � \ I 11 I 3 _ ­f,�9'� �,A,, \ i I - 11� _L' _;` _`E -51 � / , , _� IN114u, ,.--, I" - 'X , I � 5 I � zz ­ i, � , MN - ­­­;4,-_­7,.__,,;� I - ,�,, IT _,�, ­� I ,G) % - _ _� _ ��T,�q�_ � / , d J� I lit 11 4�,.," � �, � " , � , ­-, 11 ___+__­_��_ I I ,� _ \ , \---w e, � --- I'll 8'-(�'mo) __ \__.__1___ /_-14— ____A__q,_.­ k �� . . . . . . ,�- \ � — \ \ — � ----;-4`------ " I f ���,�,,-,������,�,�����-,�?l�-��- , � I 11 I �` Ari.,�, , �� --1 k I C. - / . � I" " ., 11 0 j � 'Tril 'k�,� - � .— . ..... \ __J�,,__ �,, , 1- %- -q� � i 4 f _, I / )Ill JI �, lllle \ _4p, —, — iI A — --III k ___ � - 11!-e 1 _7__11_-__ 1 �l \ - " z -7 — I ---41.,__1_1_ __ � " I �� ; \ It � — r // " C, - � I �­!­­ - - � , , I \ . 4� 1 1 , , \ 11, L L �­ ­.J�,4__, 1 .11-1-11-1— �_ 1.�, -,��-�,�,�,�.�', �l ( , , ,�!��.,­­ V I I - _/ _,:_�N�41�1`1�, � \ -- �1, -9 p I K _05_,i�lk_, .1111&I'l --;V,_.-,._--._ _._1 —1-1 — -4 ­_ __1/ �2 / I if 1; 11 1, .111'r _ � \ \ �, ) �� \ I I Ia_F1_­1_7_­n 0 I - I'll -1. I \ I 0 � �� _r Ip 1_ _I, ��_1_�,,,._, __ Ir I, - I 1 -3 �,_4 "' ­­ I " ­\ I _\ \ , � , , ___ ­_ 1, , _Z��`_' , " � I \ \ , ,", ­- ­ _ � �_�,_�_t,__,'�__ . ­, - I � " � __ - '. �i�, - \ _-�,­+__ 1 ',­­­4_­___­ � . -.1-11 ­-�3,,Iff�,o,,�, � \ "I \ ­ 1 -/_1111, - _­-­-4­­-­t,�IiD Z� ­_­�", I / , - ,li � � � / - ­_­�,�� � -1 11_16;��,--,, R"', \ 1�. , /___/"&"�, __� � �v \ I - �L,v t',� 11-1 I I i \1 \ A \ I 04 I'_ . � 1111 1 jf,\ 1. - I g I ,­..i,��­­,­ - - �� _ � I z ,,M____ '!�, 9 \ , ,� �\ -1.1__V1_6---_. \ __1_19 � _ _-1 _�j I 11. N t I � \ __14 0 Z ­,_1�1_114,11­111­ 1. - �­ 11;� ii4, I ;; — � I I , I \ ­,-�N�z V, 1. � ; \ \ 114 1 I I 11 ­ / III -­/­­ �1_ � 1 � " - � I I , , I,- �T'J�­_'__ � ___j �. - P: 2 Ig t .... - __ - � , 1,,,�,, - _r us 4 1­n�­,­-.­... - �_ - L�� \ -, \ "I � fa in T11­_11?­�1_11_ I , - \ IN �'��41 - , __ I k, A- .1 ,� I& 1 3 -, , I ,; _, I , \1 / I I- , ---\ It I , I ,III I , �1. ') -0 / - - __ , , I .1 \ - 9-11 ib I I .� � 1�� _-) --' --- \ I 4_-_1____ 1_._+-- �,­­ - 11- I 11.1 r ;0 ) / / �� I i - "14, . A A �,, _. Ir �Ss_ �� __ �­ -,-- _�-e ,.h,._­­11j,1­_ 0 __11 \ �, \ i`�_ � - _____ - - 7 _____ 1% 1 7 p \ I 1 2 D ?5 � S� __11 -.11\1_ 9- � . !II� _1_11.1_. \ �,,�,, _ , I ' � rrI \j ss ___ �--�----,,_�, 1p \ \ - \ ­­­ r�­­,'­-��----- - / Ln ­­­­,,(­ . � ' , ./ - I r �­', I �- , /p I 1. - 7 �-_ -! 5-D _Q6K_J , .1� - . I ,-- I � ]a z ��--_, -I- S, __ � i __1 1, 2 1 i" __10<(- 1, r�.'�\ -z7-- ---.,, \ — . I '_ 1, \ , , - . - 7, �91 S " j I \ i , �,_ / ,­/ " 1, I 7�_t� SS - , � .9 �, ,_� — - I � I ), . -, � — — — SS I � A � 55 -, OA \ �i — — ;1 �,, V OAK61' \ � I N 11" zl�) -� 1% 1; [�p I 111) \ \ - I ... I 11 .1 ?)-�­) C, -, , -�� I - -4- _,--E"LI- ,GUTT I - - _,I .. � \ - : -----I- \ � -, - - 'r _\ - - J_� I I . __ �_, �_�-� I ,�) ;� - ER I C�Bt /I - 11. 55 _�_ / , ___ I I _1 I Ak-Al 5- 11 \ t QAK18", __� , '1� :i 't, / REMOVED4 REPLACE47\7IIII - (1��- _, \ 11, ,4 , - ),-�-�, ) 4! / -1 " "� '111!i . ____ - - -_ - - - - - I - . - -1 - - _\ - - - . - Z_ " , 11', , - " I , - -1 -��__ - �*�_ -_ - "I, ,_ -_ -_ -_ I 0­1�_ __7 1 , I ) , � 44-9__�- 11 \ - I ) \) 09A � � -_ / , I � �_ I � I I I __� "� � � � � :� - ' __ - :�7�__f7:_�� --. �11 �� _;� � ,�� , , ;� I � ) \ _ �_ ___. __ - - - - - I ,� � - ­ � 11 " - . ) _5"N_ b _� - A - , � _ -7: ��AK I EE4 i I / ) I I 11 ...... ::1, 'AC N '\ -1 __z1. � - I lz_�_ � C�;, . _4 � . " - - - '. " - -#_ I).- - / - -, __ , - OTUV I-`OrR4-- _';er-_'�_ t4Cj. ;jg;K15" � - I ­ _, - - -1 � / / / I � ' ' -31 - _ —_ -_ - __st:.. I 1> C)AKlCXIST, W, Z _� I - — , - / O�� j 1 I i V �� - �, i /_ __ / -) \ � I , i ,_,-t::�IS 1_� .--- - . I - - L - � I III F='M -_ ::: -_ - . r- -_ - / * I \ ) ' I --i Il- - - __ - _ ___ - 4 - - - - fA��&�NTY CE- - - ­_ __ __ ____ - . i /' S46* / � " / / - _ - - - _____ __ 4 _ 4�-99'_ 7 - - -, � ---i:: _1 -)51 - I / 35,081 \ ---'\ I,_ I - - - Z �- - - -_ - �- - - ::: 7 ___---22_ imffl - -_ - __ _,7 - --- / I 11 . -1 I I __ - - - - - __� - - - -,. --= - = �_==:L� � - �-_ff___- — --4Z7 itf ___ __ -71- - I/ I ; - - . - -_ - ____t___ - , -_ U_41�= - - ­ - — ­ . - ---S6H 61— - _�_ I _�--_�_Dld - __ ,,� - - -,, ___ " � 6H .tz __­� - " � - -_ - -_ --:tl�- =- - - ��.�,L`�_ -::- - _:�� - ------�__7 - - - , - , �_Iq_c � - - . I— ___ I I - , 11- ::_K:�_ �_ :z - , ­ - z0k "I 1; _ue I I ­ � / i / ::_� ��� �_, 1�1 11� 1\ - -ill // I / / '14 Ill C _/ I __ - 1. . I I / ,/ I E / I/ 1�.65' - __ 11 -S-..r,-S _1= - - Z; __ � I=; VT __ ; ; - - - - - I ;i '* I \ --- I - . I � I I . 0 1 - 7'21'V I \ __� \1 � \ \ \ \ \ % I - z \ \ 1�1, - \1 I � \ \ \ \ \ ) III, \ \ \ \ \ , \ \ \ X r: ' - -0. � - __.�_ \-. --. -,­,,�,-,- ---- -- �,__ __ - �. _____v __ - __� _ �-_ \ __ �7_ ,r_ E?��.IGN TO BE REMOVE &Ln'p., ; --\--- — ,7- — — A -Y\ 2 _ \ _, _ h�, r )I I F , \ PRUNEIREMIC tl1NG S RUBS ONLY' \ k REPLJ�IICED. QONTRACT 1 qt(,4 T \ I\ \ ­S� I , \ I IVE �XIS , \ � \ \ \ . . �--H �Q H* ;,�-A -------�, -- AS-NEEDED-TG­ALNGW4zqR­G T -_ __41 -_ - - __ \ _\ - ,_ ___�_ - - " � \1 . -_ .1 \ - --.V!l N-SUIRE-SIGN-CONSTIR Tlq_�_W_ I I 1� \ \ \ \ __V_ __ \ \ \ EXPEDITED TO IMINI Z \ \ 0 S�D ,V�ALK�., 5SEOtITE P\ LAN ,ORD TAI I \ \ III \ III I \IQ - - -_ _ _�_ _g _ - - - I \ - -_ - - \ I I � -_ N10FJ_1ME 1% -P- I - - � - - \-- - _\ -TH-Alt 12-C /11 / / -- - - S;o TH . 7 _­ - \-- -7 - III- ---V- ---� I NOT VISIBLE. \ _ig - I/ / , I/ _/ ) 1� 9 . � � I \ \ , , � \ 1 7 / / t 11 I � I \ \ \ \ \ N I � \ ALERT TO CONT"CTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. EXISTING SITE ANALYSIS TABLE 11­­�� '1� ---1.1-1- J! 0 � Ir - , ) -\,-SIGNAL POLL I- / '--- �_,_ , T I __ __ ­ ,�,. �,7 __ I I 10 I (ALBERMARLE/ CO., � _Z 1 , "; I "'\\ :-11-1-_ � - 8 , V, -?L/ // , rii V1 ug�� ", ___, '0 // /I ''I I Arl, / _,�,_ja, , //, / / I / \ 11 ", / / I I -0 l / \ 11 1%, -1_--,I i / / / jl /i/, / " � \ , / I / I 1 1 i . I - - I I - X�_A_ I / , If 4 \ I , - ­_ - - -R / 6 / , / %V "I I --I I .11,­_rg . / I - -,I i / " .­_ z / F 7 j . I I f- ­Q1 � _', �/ 00 I / ;e :1) f I , ­-I.I.-I'l / / , �� ll� \ , / I - . � / 11) / ,, y- __ � f � ­ --1 / 0 1 , 11 - / I - -71 I I " // 11 f/ , / I I 1-,--.,,--,1 o / I, , f '11 , 'N I / I f j I � 1� - / // I . I / I I I I /�, � / /--- -/ - -, �_," ­ ­ �/ / I I /" �j , ­ i -11--l- , 11 i � I - OD 11 \ . I , ___ z , If / I I - I I " il I I - _-/-,-_ /-_, / I I , , / / '1� I // - �, / /� cc - � ,qll / / Ill 1-1 I / _,/1-,-1,1 (' , / � -.L", 0 I I 7, 1, I/ I , t Ir -F -11 ­­­_ w I � �/ " I -01 i,,`- / , t, I , I� / I I �- - i 1 , - / /1111 - __ . I , I � I . / / J/, , / I It / / a If I' I, i / ,�, _/__ . l I// , f It W, I I I 0 - , / /,_ /,/ / I I i I I If �/ Ir , � '11 " I Ar , WY I / N I I P.- I� �, - . // , 11 / , , , ­­ - ,�, / I , I / " - _,,,� � 1_\ � , � _j I " / .o _/�. I I iz 1 Lu I 1- , , . �� to I � ,I I _� J tz /, , I � , r / GS . -, '\- 1 1 , .* , I-- .1 . �� . , / I - I ,2 f 1/1 �0[1_ " If i 11 i 0/l/ I . , , __ - il 1 I I , J.. Il"r,j / - ,.a, I STING 0 � V, ftI - `CTRIC / pe) i . : I I I �.� -z / / 3EMENT _ / ,��"'' / ,.,, -, 1 /I I [-'I / / * RGINIA - if' / I i I ill I I If I 11 � I / I 7CTRIC It � 1, I i I I 1, I / I ! __ . i t, 1, WEIR_ - , I 11 i I j / / - . ", II- 11 . 1\ // 11 i 'It" I / / , - - I' t I , I p / � 10 Tillf, I I I I ,�,,__ - � / , , 11, '111 � I ! / , J. . lt /;' ! I / / q /I i if /I I I 'i / , / / 1 I �)Iil I j/1 / 11 I I If � / I 7 it � I / i 1 I I / / i V I / 1 t, --, 5� . -�__ 'l / I if I ! �SD --- I - - _/ Ill / S I _/ — / Z)S _0 __� SD --- --- __� SID -_� __� V, ­/ � / if " / / 11 I / --�. SD --- __� __� SD ��/- Y/ " � I lf'E�IiING �IGNAL * , I Pb�EMENT (VDOT)/ 0 A — — - I \ _V \ ___L__._� X OHE �— ---I'-- 6HE — — — OHE CHE — — — OHE -�— - — OHE --'�T­ � 1". I -n \ \ ­ Qn__P�__­ — " — — ==p q "� \ — ' SID -�- , �_��� I � 1, I 11 - IN . \SD — --, , __0S) —\ I, I / \ \ \ I-, �_, _ I- - I- - - ----__ I __ — - Lvf) SO 1-53'4q,'E (j III \, -7- - - \ _-___�, \ _:�- ==,7 1 __�=- \ I? (A . I I \ ,`_�`_'_ ­ - _\ __.�__ -_ \ — - -;�- � . . \ I/ 4�- CH=43.96 \ 0111 \ I � \ — -- -- \ -- ---�, -- ­�_ - 0_�t, L=45.93 -_ . \ I \ I \ \ �j 1�1 �� , \ " 7 " , \ _V_ — \ _� — — \ \ - _\ T_ --tj\ R=46 00 \ \ V�a \ \_ — , __`�_ — — — -----\ — F9 __ — -;I- '11, Tan=iKi 9 , \ Cr \ , \ \ \ \1 SOUT BOUND'\LANES \, � ,� , _ � " \ _ - \ — ­ 1� -- ,­ -,-- __ ,�. , ,� ___ _ __:9 t=58-�8'27"I II I� 1--` -1 1-1 __` , I \ \ \1 \� I 'I _� 1-1 11� �,, �, 1, N . WAL-MART 119,069 S.F. PARKING 591 SPACES* ACCESSIBLE 22 SPACES CART CORRALS 1 1 CORRALS TOTAL SPACES 613 SPACES RATIO 5.15/1,,,000 S.F. `11,,. * TOTAL DOES NOT INCLUDE CART CORRAL SPACES. 0; I CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION __ - - . - ­ - ___ ______ DEMOLITION NOTES � - __ __ 11 __ —_ I I0.1,11 Dewberr 0 - I IF y 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS I FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRA -TOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY f A Y FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 4, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR To THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK, UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY, ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE, CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC,, (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER. 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION, OF THE EXISTING FACILITIES, 9, PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 10� SHOULD REMOVAL AIND/OR RELOCATION ACTIVITIES DAMAGE FENCING, CART CORRAL, LIGHTING AND/OR STORM INLET STRUCTURES, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RE LOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 11. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 12, CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND UTILITY INTERRUPTIONS WITH THE STORE MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCE TO STORE OPERATION AND THE CUSTOMERS. 13� THE CONTRACTOR SHALL COORDINAT WATER MAIN WORK WITH THE FIRE DEPT. AND THE ALBEMARLE COUNTY SERVICE AUTHORITY TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE � ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE STORE AND SITE THROUG IOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING /PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. . 1'. DAMAGE TO ALL EAISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR's EXPENSE, 15, CONTRACTOR MUST COORDINATE WITH CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES 16. REFERENCE PHASING PLANS AND PAVING PLANS FOR SEQUENCING. 17. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY. NOTE: ALL EXISTING ON-SITE CURB & GUTTER SHALL BE REMIOVED AND DISPOSED OF AND REPLACED AS SHOWN ON JHE SITE PLAN. I REIFER TO PHASING PLAN FOR DEMOLITION SEQUENCE/TIMING CRITICAL SLOPES PAVEMENT REMOVAL Ekz��Rl REMOVE AND DISPOSE OF (SEE PLAN FOR DETAILS) . MILL APPROX. 10' WIDE STRIP 2,0" DEEP FOR 2.0" OVERLAY TRANSITION TO EXISTING PAVEMENT. Dewberry & Davis, Inc, 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797,4497 FAX: 434,797,4341 SEAL Vt,kI op . I . _ � , 1,48 N 01% 0 0 T V ' 4P : R K. ± * Z Uc. No. 034285 96 ,0,16 . ... 1* � .5 2g1m) I% At KEY PLAN I SCALE GRAPHIC SCALE 0 20 40 so I I I I I mmmmmff----------] IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __ - E ( IN FEET ) I inch = 40 ft 4_j (1) 1 DRAWN BY =3 BKB APPROVED BY % 1 " - 5/25/10 MAT SCD #2 5 U) MAT I SCD #1 REV. 4 8-27-09 MAT MISC COMMENTS 3 MW 0 CO Cn = W 6 Cz . E &W N do rr 0) .h: > M IIIIIIIIIIIIIIII' 0) -1-11 to z Lj; .j�, C :* C15 4" C/) . (D = C =3 0 u E W W 0 = ::r- 2 " cz I cr 0 'I CD LO I`- 0) E -0 < I", &I W t� Cz E I Cz 3: SEAL Vt,kI op . I . _ � , 1,48 N 01% 0 0 T V ' 4P : R K. ± * Z Uc. No. 034285 96 ,0,16 . ... 1* � .5 2g1m) I% At KEY PLAN I SCALE GRAPHIC SCALE 0 20 40 so I I I I I mmmmmff----------] IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __ - E ( IN FEET ) I inch = 40 ft REVISIONS 1 DRAWN BY BKB APPROVED BY 6 - 5/25/10 MAT SCD #2 5 11-30-09 MAT I SCD #1 REV. 4 8-27-09 MAT MISC COMMENTS 3 7-2-09 MAT PER COUNTY COMM. - vrwtwv IvIlm I MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No, DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE � TITLE DEMOLITION PLAN PROJECT NO. � C�2mO SHEET NO. 2elya 6 �I F �J C 1 OWNER: COMMONWEALTH OF VA ZONED: HIGHWAY COMMERCIAL & COMMERCIAL PARCEL #: 04500-00-00-068D1 f-+� N36'43'30"E "� ..: �.� N7 48E� CH=286.04 r` CH 65.~+35 L=287.35 ^ L= 1St PRESENT USE: VACANT R '86$•81 r \ R=4 .00 Ton= 145.00 i9•a an=47.52 93'D7'dO" ­ BERKMAR DRIVE S.R. 1403 __.. _ -- __ _ /- -' Ln - - N46* 12'0 260.00' ._-., 154.76' W 1 _ -; (TO PROPERTY CORNER) (p 1 is TIRE AND BATTERY STOW K :r s _,.:-e ; ref .ar .•,+ xx .a n rwsx am: n,c ri, > ; ari a ?rx .zs 1--x: ,��`r-� 15' ELECTRIC EASEMENT u kET`AI H -PL NS) (VIRGINIA ELECTRIC POWER CO.) V S 72'+ 1' ` EXISTING 83,8752 NEW DOCK EXPANSION (3 BAYS) i PROPERTY LINE SEE ARCH PLANS __- - l \ 301 ELECTRIC EASE ENT !. _ (wRE„LE„C�TRM`rr-= _ RCO. OWNER' SAM'S REAL ESTATE s - USINESS TRUST - u _ � ONEQ: HIGHWAY COMMERCIAL -�^'--- - - -- - - - - - - 1 _ t _ �� ;6>.�-> ,.� �, � _ o -n EW TRA S- l 1 0 J r- L . FORMER ARCEL #: 04500-00-00-068D2 {~ io PRESENT USE: RETAIL / f fr ( % D G D r' : �' =. I ° ;' (SAM'S CLUB) IN SWITCH GEAR CONCRETE PAD XISTING RETAINING WA �' -` 4 COLIC MA / f !V OWNER: ROSENTHAL, ROBERT H. AND00 HARRISON ZONED: HIGHWAY COMMERCIAL O PARCEL #: 04500-00-00-06800 } PRESENT USE:: COMMERCIAL Z (CAR DEALERSHIP) -P Cn NEW CONCRETE RETAINING WALL BENCHMARK: #2860 f PAINTED'X' ON SOUTHEAST CORN R OF STORM ---�_ STRUCTURE ELEV.=440.067 / GREASE INTE CEPTOR i SEE ARS S �I 6 EXISTING OONCRIETE RETAININ ALL TAPER CURB & UTTER TO BE FLUSH H PAVEMENT @ ONT OF SIDEWALK _.rxx.-- _._ 2.65' 21"W NEW STORMWATER 1 ;lax PROPOSED BUILDING f REAINJ S �Ds Y"h PROPERTY LINE / �� z. ,•s. w PROPOSED LIMITS OF DISTURBANCE _.rxx.-- _._ W L .i F t2zs S 6' EXISTING RETAINING WALL o 44000 1.000 452 > °- EXISTING SYMBOL DITCH (TOP OF RETAINING WALL) "NO OVERNIG '• 15 PARKING" SIGN � ,� r i EXISTING STORM STRUCTURE ® NEW WATER QUALITY UNIT DESCRIPTION NE CONCRETE ?' EXISTING STORM SEWER PIPING SID WALK NEW STORM SEWER PIPING 3 DD-3HSS ROTATED 2 IN 90 1 5, EX. OVERHEAD POWER & TELEPHONE UGT / LIGE ., 27' 23 ` a P LLB TIE INTO EXISTING RETAINING WALL GREASE INTERCEPTOR T A iL E o IECYQSEE ARCH PLANS �!'. : G AREA (1 cim Wal a rsa EXISTING BUILDING WALL N I N '!f EXPA S G 1 780 O9 C-150 E -O R -N O EXISTING 119,009 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX. NEW FLAG F.F.E. = 441.2 D ON -GRADE CON TE 6.0„' . WALKWAY (SEE 2 . STAKEOUT PLAN] 3;3' ° ` TION (30' HIGH) 111 DV1-3 GARDEN CENTER ENTRANCE (SLIDING G;ATE)\ EXISTING FOUNDA710N PLANER (typ.)rD \ f -�, - ,. A i J t � / t v TRUK EXIT 41IV OTTD ..4 a A Q S IE T E TIN IAMETE R'¢ .. " Ir. :7'RUGK �z ; I c 2.O a 1 ;? I, r ! RT j t ;VIITH;IO,UNT. NE1�V VD�tJT D. 1 CpG 11 ENT N E r ; VSL / 24"� i 3 H 8 ty--p.► - STOP. IGN 1 Nr VOC ' �:�, � pTSD. 15 DD-H� <'. , C TlE T EXI I G. 3 14",� CRETE / 3 �', f Q /BUFFER/( ,' ), sr Z 1 i 1 I 9' tyP• BENCHMARK: #1848 60p NAIL IN POLEi 1 `�A #TK57 ELEV,=441.167 o �g 30' BUILD GSEE 10' PARKING ARCH v.. PLAN) r+stiar.rv�a.+ --------- k", m __ } -- �,x• � mss_ -- - ` - • rZ...,y , ► - s �� � ia. . R ` l ..1■t_.. > �� �i.ssr "•--- T �. � s _ _ I -- R36' 55' - SWSL R32' LEGEND V.`n �"� -i : PROPOSED BUILDING LABEL ARRANGEMENT REAINJ G �Ds TOTAL LUMENS LLF PROPERTY LINE / �� z. ,•s. w PROPOSED LIMITS OF DISTURBANCE _.rxx.-- _._ W L , F t2zs S T. EXISTING RETAINING WALL o 44000 1.000 452 NEW RETAINING WALL °- NEW VDOT STD. PG -5 CONCRETE SYMBOL DITCH (TOP OF RETAINING WALL) _____--.____- a bo 15 (BASE OF RETAINING WALL) � ,� r i EXISTING STORM STRUCTURE ® NEW WATER QUALITY UNIT DESCRIPTION (FILTERRA) SD EXISTING STORM SEWER PIPING No. NEW STORM SEWER PIPING 3 DD-3HSS ROTATED 2 IN 90 `---�OHE&T EX. OVERHEAD POWER & TELEPHONE UGT NEW UNDERGROUND TELEPHONE LIGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE SS ` a P LLB TIE INTO EXISTING RETAINING WALL GREASE INTERCEPTOR T A iL E o IECYQSEE ARCH PLANS �!'. : G AREA (1 cim Wal a rsa EXISTING BUILDING WALL N I N '!f EXPA S G 1 780 O9 C-150 E -O R -N O EXISTING 119,009 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX. NEW FLAG F.F.E. = 441.2 D ON -GRADE CON TE 6.0„' . WALKWAY (SEE 2 . STAKEOUT PLAN] 3;3' ° ` TION (30' HIGH) 111 DV1-3 GARDEN CENTER ENTRANCE (SLIDING G;ATE)\ EXISTING FOUNDA710N PLANER (typ.)rD \ f -�, - ,. A i J t � / t v TRUK EXIT 41IV OTTD ..4 a A Q S IE T E TIN IAMETE R'¢ .. " Ir. :7'RUGK �z ; I c 2.O a 1 ;? I, r ! RT j t ;VIITH;IO,UNT. NE1�V VD�tJT D. 1 CpG 11 ENT N E r ; VSL / 24"� i 3 H 8 ty--p.► - STOP. IGN 1 Nr VOC ' �:�, � pTSD. 15 DD-H� <'. , C TlE T EXI I G. 3 14",� CRETE / 3 �', f Q /BUFFER/( ,' ), sr Z 1 i 1 I 9' tyP• BENCHMARK: #1848 60p NAIL IN POLEi 1 `�A #TK57 ELEV,=441.167 o �g 30' BUILD GSEE 10' PARKING ARCH v.. PLAN) r+stiar.rv�a.+ --------- k", m __ } -- �,x• � mss_ -- - ` - • rZ...,y , ► - s �� � ia. . R ` l ..1■t_.. > �� �i.ssr "•--- T �. � s _ _ I -- R36' 55' - SWSL R32' LEGEND ,. ....�; .,'.'.... DD -3 S WATER METER T ........ ary . T '..... • ..... , 26' 4- NEW FIRE HYDRANT M - R CC.' O'HIGH oW --� / - -6j- EXISTING FIRE HYDRANT !� IGHTING POLE TYP,) W o �� ,, OWNER: S & B REALTY VENTURE, LLC Ty -k rpt BENDS AND TEES (ALL SIZES) ERRA W ---- ..'..'.'• .'.'. .. , .... CC D. MS -1- % %� ZONED: HIGHWAY COMMERCIAL �LITY UNIT 9 105' tYP. ........ ' OUNTABLE 1 { f ' l PARCEL #: 04500-00-00-068D4 ! NEW MAI' riOLE TICAL O C _ - , ...`. ::: ' ' i / l i PRESENT USE: COMMERCIAL o CLEAN-OUT EDGE. {SEE ISTING 2 CC P THIS SANITARY SEWER / , (CAR DEALERSHIP) CC P HEET) SEMENT I / �� I 1 SITE LPOWER POLE 24' 21) 1(21 ^cL (5 (5 L R2.5` ! � ASSOCIATE PARKING I f ' ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE OVERLAY FABRIC. INSTALL TOTAL PROJECT WATTS TOTAL WATTS = 28796 SPA=PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN FABRIC PER MANUFACTURER'S �0ns� r 1 ' ACCESSIBLE SPACE) WRITTEN INSTRUCTIONS.) UNLESS SWSL/4" ' OTHERWISE NOTED. R80 J i N PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE , / PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE. r SEE DETAIL SHEET. PAVEMENT OVERLAY IN THIS AREA ® WILL EXCEED 2" TO MEET PROPOSED GRADES, T 9' / / T ' / O STOP SIGN R3' (TYP) CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL AREA OF STORE �JEW VDOT STD. m C 6 REPLACE 6 , t '�`� f EXISTING. SEE 31"'S "DO NOT ENTER" SIGN EXPANSION DEMO PLAN, x HEAVY DUTY CONCRETE U V-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4' PAINTED YELLOW BUFFER 3' TYP UNLESS STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE TYPICAL -SEE DETAIL SHEET. NOTED OTHERWISE. igA•9A 5 L. / ' O WAL-MART TYPE "A" CONCRETE CURB AND GUTTER TYPICAL SEE DETAIL SHEET. O Z 'TRUCK ENTRANCE" SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. ,� PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET _nY".® 6 WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8 PATH ._.-s3 �20 ss .los• ;�� � � � / � " _ CC ' ' I " GAS METER p % /� TRUCK EXIT" SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. _ r j Q ❑ TRANSFORMER PAD CC � f, My ! I I ]a 7 U1 ; 10' x 15' STRIPED AREA PAINTED SYSL/4" AT 45 DEGREES 0 2'-0" OC . PIPE BOLLARD 24' ' 24' 24' 24' --1�`- 24' 24� 18' 1$' 24� 1 8' 24' 1 f Q AT JIB CRANE LOCATION. SEE ARCM PLANS, PEDESTRIAN CROSSWALK NTH 6" WADE PAINTED WHITE STRIPING PARALLEL TO DIRECTION 0'O UTILITY BOLLARD 21 33 l i OF TRAFFIC AT 2'-0" O.C. AND (1))-8' WHITE STRIPE PERPENDICULAR ON BOTH 21 P 21 21 231 / , J ENDS UNLESS NOTED OTHERWISE SEE SITE PLAN FOR WIDTH. . (� EXISTING TREES 21 21 32 29 ' I r I 1 �U . f p PEDESTRIAN CROSSING SIGN 11 N TYPICAL AT PEDESTRIAN �.. SYSL/4" 0 '� i @ CROSSWALKS AS NOTED ON PLANS. PAVEMENT TYPICAL SEE DETAIL SHEET. % r �.:•/ YIELD PAINTED WHITE ON P VEM 10 " t CC _ o . NEW TREES (yP) SCONCRETE PER Ft CC ' r7 / ' �.J OF ALL EXTERIORCONCRETEEXCLUSIVE OF ARCHITTEECTURALECONCRETE).AL r ' ) Q� v; 6 P I 1 EXIT PORCH, SEE ARCHITECTURAL PILANS FOR EXACT SIZE , f ` HEAVY DUTY ASPHALTIC S 1 ! i �G / vx r/6\CONCRETE PAVEMENT LOCATION FOR STOOPS, STAIRS AND) OR RAMPS THAT MAY BE REQUIRED. �''� ��` R ' f I� % 1 ' RAMP PAVEMENT FLUSH WITH THE TROP OF STOOP,$''x 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. STANDARD DUTY ASPHALTIC ISLAND t APE V Q (� I AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT ( P) d' i ! O FOR EXACT SIZE AND LOCATION FOR COORDINATION NTH CIVIL PLANS. t Z j O e WIDE x 130' LONG YELLOW PAINITED TRUCK ALIGNMENT STRIPES. ° HEAVY DUTY _V_ �/ �� .a �� : ' CONCRETE PAVEMENT REFER TO ARCHITECTURAL PLAN FOR EXACT LOCA11ON AND SLOPE f 1 $ ASPHALT OVERLAY (2" VDOT ( 7 (8 ( I r l ' EXISTING CONCRETE TRANSFORMER (PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI (10 11 12) (12) (12) (12) (12� (12) 12) J ( f SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. MPV -600 NDN -WOVEN ASPHALT SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED, STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED, 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE B(D. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8, SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY 9. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON 07-09-08. (REFERENCE) 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". II. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. 12. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL PROPOSED BUILDING LABEL ARRANGEMENT PROPOSED VDOT STD. CG -6 30" 5 CURB AND GUTTER TOTAL LUMENS LLF PROPERTY LINE �..® .... s, . PROPOSED LIMITS OF DISTURBANCE _.rxx.-- _._ EXISTING CONTOUR ELEVATIONS xXX PROPOSED CONTOUR ELEVATIONS 24.6 EXISTING RETAINING WALL TOTAL LUMENS LLF TOTAL WATTS 44000 1.000 452 NEW RETAINING WALL °- NEW VDOT STD. PG -5 CONCRETE SYMBOL DITCH (TOP OF RETAINING WALL) _____--.____- NEW TRENCH DRAIN 15 (BASE OF RETAINING WALL) ®© EXISTING STORM STRUCTURE ® NEW WATER QUALITY UNIT DESCRIPTION (FILTERRA) SD EXISTING STORM SEWER PIPING No. NEW STORM SEWER PIPING 3 DD-3HSS ROTATED 2 IN 90 `---�OHE&T EX. OVERHEAD POWER & TELEPHONE UGT NEW UNDERGROUND TELEPHONE LIGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE SS NEW SANITARY SEWER PIPE -- - W - EXISTING WATER/FIRE PIPING W NEW WATER/FIRE PIPING G----- NEW GAS PIPING 19 D SINGLE CHAIN LINK FENCE 20 PROPOSED PARKING SPACES GBWS-3-175-MH-F-MT-GPT 10' MOUNTING HEIGHT SYSL/4" r `12� ASSOCIATE PARKING SPACES ®TOTAL ' SWSL/4" CC LUMENS LLF TOTAL WATTS CC CART CORRAL HIWSD-3-70-MH-F-277-GPT 10' MOUNTING HEIGHT LOADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY QTY AND ARE NOT TO BE STRIPED. coo NEW CLEAN OUT (DI -1 1 DRAINAGE STRUCTURE INDICATOR ED WATER QUALITY STRUCTURE INDICATOR MH -2 SANITARY STRUCTURE INDICATOR IN GRATED DROP INLET XX% DIRECTION OF OVERLAND FLOW --> W/ GRADES GFR-5-400-PSMV-F 20' POLE 3' BASE CURB INLET �■.� SINGLE FIXTURE LIGHT POLE AND BASE �--. 2 FIXTURE LIGHT POLE AND BASE 41000 1.000 454 3 FIXTURE LIGHT POLE AND BASE GFR-FP-400-PSMV-F-3HSS WALL MOUNTED 20' SHIELDED 2 FIXTURE LIGHT POLE AND BASE SPOT ELEVATION WV DQ GATE VALVE IN VALVE BOX ,. ....�; .,'.'.... DD -3 S WATER METER T ........ ary . T '..... • ..... , 26' 4- NEW FIRE HYDRANT M - R CC.' O'HIGH oW --� / - -6j- EXISTING FIRE HYDRANT !� IGHTING POLE TYP,) W o �� ,, OWNER: S & B REALTY VENTURE, LLC Ty -k rpt BENDS AND TEES (ALL SIZES) ERRA W ---- ..'..'.'• .'.'. .. , .... CC D. MS -1- % %� ZONED: HIGHWAY COMMERCIAL �LITY UNIT 9 105' tYP. ........ ' OUNTABLE 1 { f ' l PARCEL #: 04500-00-00-068D4 ! NEW MAI' riOLE TICAL O C _ - , ...`. ::: ' ' i / l i PRESENT USE: COMMERCIAL o CLEAN-OUT EDGE. {SEE ISTING 2 CC P THIS SANITARY SEWER / , (CAR DEALERSHIP) CC P HEET) SEMENT I / �� I 1 SITE LPOWER POLE 24' 21) 1(21 ^cL (5 (5 L R2.5` ! � ASSOCIATE PARKING I f ' ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE OVERLAY FABRIC. INSTALL TOTAL PROJECT WATTS TOTAL WATTS = 28796 SPA=PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN FABRIC PER MANUFACTURER'S �0ns� r 1 ' ACCESSIBLE SPACE) WRITTEN INSTRUCTIONS.) UNLESS SWSL/4" ' OTHERWISE NOTED. R80 J i N PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE , / PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE. r SEE DETAIL SHEET. PAVEMENT OVERLAY IN THIS AREA ® WILL EXCEED 2" TO MEET PROPOSED GRADES, T 9' / / T ' / O STOP SIGN R3' (TYP) CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL AREA OF STORE �JEW VDOT STD. m C 6 REPLACE 6 , t '�`� f EXISTING. SEE 31"'S "DO NOT ENTER" SIGN EXPANSION DEMO PLAN, x HEAVY DUTY CONCRETE U V-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4' PAINTED YELLOW BUFFER 3' TYP UNLESS STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE TYPICAL -SEE DETAIL SHEET. NOTED OTHERWISE. igA•9A 5 L. / ' O WAL-MART TYPE "A" CONCRETE CURB AND GUTTER TYPICAL SEE DETAIL SHEET. O Z 'TRUCK ENTRANCE" SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. ,� PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET _nY".® 6 WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8 PATH ._.-s3 �20 ss .los• ;�� � � � / � " _ CC ' ' I " GAS METER p % /� TRUCK EXIT" SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. _ r j Q ❑ TRANSFORMER PAD CC � f, My ! I I ]a 7 U1 ; 10' x 15' STRIPED AREA PAINTED SYSL/4" AT 45 DEGREES 0 2'-0" OC . PIPE BOLLARD 24' ' 24' 24' 24' --1�`- 24' 24� 18' 1$' 24� 1 8' 24' 1 f Q AT JIB CRANE LOCATION. SEE ARCM PLANS, PEDESTRIAN CROSSWALK NTH 6" WADE PAINTED WHITE STRIPING PARALLEL TO DIRECTION 0'O UTILITY BOLLARD 21 33 l i OF TRAFFIC AT 2'-0" O.C. AND (1))-8' WHITE STRIPE PERPENDICULAR ON BOTH 21 P 21 21 231 / , J ENDS UNLESS NOTED OTHERWISE SEE SITE PLAN FOR WIDTH. . (� EXISTING TREES 21 21 32 29 ' I r I 1 �U . f p PEDESTRIAN CROSSING SIGN 11 N TYPICAL AT PEDESTRIAN �.. SYSL/4" 0 '� i @ CROSSWALKS AS NOTED ON PLANS. PAVEMENT TYPICAL SEE DETAIL SHEET. % r �.:•/ YIELD PAINTED WHITE ON P VEM 10 " t CC _ o . NEW TREES (yP) SCONCRETE PER Ft CC ' r7 / ' �.J OF ALL EXTERIORCONCRETEEXCLUSIVE OF ARCHITTEECTURALECONCRETE).AL r ' ) Q� v; 6 P I 1 EXIT PORCH, SEE ARCHITECTURAL PILANS FOR EXACT SIZE , f ` HEAVY DUTY ASPHALTIC S 1 ! i �G / vx r/6\CONCRETE PAVEMENT LOCATION FOR STOOPS, STAIRS AND) OR RAMPS THAT MAY BE REQUIRED. �''� ��` R ' f I� % 1 ' RAMP PAVEMENT FLUSH WITH THE TROP OF STOOP,$''x 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. STANDARD DUTY ASPHALTIC ISLAND t APE V Q (� I AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT ( P) d' i ! O FOR EXACT SIZE AND LOCATION FOR COORDINATION NTH CIVIL PLANS. t Z j O e WIDE x 130' LONG YELLOW PAINITED TRUCK ALIGNMENT STRIPES. ° HEAVY DUTY _V_ �/ �� .a �� : ' CONCRETE PAVEMENT REFER TO ARCHITECTURAL PLAN FOR EXACT LOCA11ON AND SLOPE f 1 $ ASPHALT OVERLAY (2" VDOT ( 7 (8 ( I r l ' EXISTING CONCRETE TRANSFORMER (PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI (10 11 12) (12) (12) (12) (12� (12) 12) J ( f SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. MPV -600 NDN -WOVEN ASPHALT SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED, STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED, 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE B(D. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8, SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY 9. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON 07-09-08. (REFERENCE) 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". II. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. 12. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT CALCTYPE 5 KV 3 @ 90 DEGREES TOTAL LUMENS LLF TOTAL WATTS 132000 1.000 1356 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 24.6 2 FV-3HSS SINGLE TOTAL LUMENS LLF TOTAL WATTS 44000 1.000 452 AVG/MIN DESCRIPTION GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT of % 15 BV D180 TOTAL LUMENS LLF TOTAL WATTS 88000 1.000 904 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT No. m 3 DD-3HSS ROTATED 2 IN 90 TOTAL LUMENS LLF TOTAL WATTS 82000 1,000 908 DESCRIPTION GFR-FP-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 8 C SINGLE TOTAL LUMENS LLF TOTAL WATTS 1710 1.000 29 DESCRIPTION TYPE 103 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT ®TOTAL i 19 D SINGLE LUMENS LLF TOTAL WATTS 12800 1,000 218 DESCRIPTION GBWS-3-175-MH-F-MT-GPT 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT ®TOTAL ' it E SINGLE LUMENS LLF TOTAL WATTS 5200 1.000 90 DESCRIPTION HIWSD-3-70-MH-F-277-GPT 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT 1 BV-3HSS ROTATED 2 IN 90 TOTAL LUMENS LLF TOTAL WATTS 72000 1.000 904 DESCRIPTION GFM-5-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 1 CV SINGLE TOTAL LUMENS LLF TOTAL WATTS 44000 1.000 452 DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT 2 DVI-3HSS SINGLE TOTAL LUMENS LLF TOTAL WATTS 41000 1.000 454 DESCRIPTION GFR-FP-400-PSMV-F-3HSS WALL MOUNTED 20' -- OHE R79' X629 4 224.99'-S 6'17'05"W 13' �� OHS pHA - {L ^� �� Irl !i INSIDE STRIPING SWSL/4" AT 2'-0" O.0 PERPENDICULAR TO EDGE LINES. EXISTING `: J BUILDING SETBACK LINE PER ZONING ORDINANCE. --- O�iE 0 OHE 7 HANDRAIL TO BE INSTALLED ALONG SIDEWALK AS SHOWN. SEE ARCH, _ EXISTING RIGHT IN I _ _v _ - - MAINTAINED FOOTCANDLE LEVELS AT GRADE. LABEL MAIN LOT SUMMARY FRONT DRIVE SUMMARY CALCTYPE ILLUMINANCE ILLUMINANCE UNITS FC FC AVG 4.57 6.53 MAX 10.3 24.6 MIN 1.5 1.3 AVG/MIN 3.05 5.02 MAX/MIN 6.87 18.92 - - TRAFFIC SIGNAL � Q ( NO PARKING FIRE LANE' SIGN. SEE DETAIL B PLANS FOR DETAILS. (APPROX. 143 LF) S01.53'49"E O REQUIRED PARKING DATA OD tV p � CC VDOT STD. CG -2 CURB EX MONUMENT SIGN � 6 fir/ AISLE INDICATOR SIGNS TYPICAL MOUNT ON LIGHT POLE TG -BE -REPLACED-- 01 I' cam+ �; CH=43.9 I _ WHERE APPLICABLE - SEE DETAIL SHEET. LOCALITY RIGHT OUT ENTRANCE \, �" • � ` ' ' " � 2 SEE ARCH. PLANS �� L=45.93 - �~ 76 ��-REMAIN- - __-' \- - __ __ _ _ _ _ _ _ _ __ ___ �_ - ___ _ __ .�_ - ___ _ _ €�41ST4413 EXTERNAL __ - _� R=45.00 �� _ _ QX WAL-MART TYPE 'B" INTEGRAL CURB do GUTTER. 6 BASED ON: ACTUAL RETAIL SALES AREA: 5,129117,318 SF 596' - - -- - _ - - _ I MINATI NI TO - N _ _ GARDEN CENTER AREA: 5,129 SF c� SOUTH BOUND LANES `� A '58'28'27" I I`Y "NO TRUCKS" SIGN. SEE DETAIL SHEET. NOTES: - �, 1. ALL WAL MART CALCULATIOINS BASED ON TOTAL GROSS SQUARE FOOTAGE 01 nOF BUILDING, (COUNT INCLUDES ACCESSIBLE SPACES AND SPACES 1 _ ALBEMARLE COUNTY ENGINEERING USED BY CART CORRALS) 0 GENERAL NOTES FOR SITE PLANS PAINT STRIPING LEGEND A SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 2. CODE REQUIRED PARKING SPACES (ONE (1) SPACE PER EACH ONE HUNDRED (100) PROPOSED LAND USE PERVIOUS AREA: 28.6 % (4 ACRES') PARKING & VEHICULAR CIRCULATIOIN: 42.8 % (6 ACRES) BUILDING AREA: 28.6 % (4 ACRES)) EXISTING SITE ANALYSIS TABLE WAL-MART 119,069 S.F. PARKING SPACES 591 SPACES* --- -- - -- -- -- NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS ACCESSIBLE SPACES 22 SPACES 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE. CART CORRALS SPACES 11 CORRALS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL TOTAL SPACES 613 SPACES NOT EXCEED 0.5 FOOTCANDLES. RATIO 5.15/1,000 S.F. REFER TO ARCH. PLANS FOR SITE LIGHTING ELEC. PLAN. PERMIT SHALL BE OBITAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT SQ, FT OF RETAIL SALES AREA FOR THE FIRST FIVE THOUSAND (5000) SQ FT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERRN. PLUS ONE (1) SPACE PER EACH TWO HUNDRED (200) SQ FT OF RETAIL SALES AREA ABOVE FIVE THOUSAND (5000) SQ FT. PLUS ONE (1) SPACE PER EACH 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 400 SQ FT OF GARDEN CENTER RETAIL SALES AREA.) NLESS OTHERWISE NOTED. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 3. EROSION AND SILTATION CONTROL MESURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLANS, PARKING WAIVER FOR 602 SPACES APPROVED BY ALBEMARLE COUNTY ON AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER. 12/23/08. FOR LOCATION OF ALL UTILITIES, 4. ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED AND MULCHED. AT LEAST 72 HOURS PRIOR 4. PARKING SHOWN CONTAINS 90' PARKING SPACES. TO BEGINNING CONSTRUCTION 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORZ:VERT). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TYPICAL DIMENSIONS WIDTH: 9.0' TO BE ACHIEVED. f DEPTH: 18 PAVED RIP RAP OR STABILIZATIO PI ION OF THE COUNTY ENGINEER OR ONE WAY AISLES' 20' 6. N AT LINED DITCH MAY BE REQUIRED WHEN IN THE 0 N , DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL TWO WAY AISLES 24' 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 5. CODE REQUIRED LOADING SPACES (ONE (1) SPACE FOR THE FIRST EIGHT THOUSAND 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. (8,000) SQ FT OF RETAIL GROSS LEASABLE AREA PLUS ONE (1) SPACE PER 9. ALL EXCAVATION fFOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION EACH ADDITIONAL 20,000 SQ FT OF RETAIL GROSS LEASABLE AREA, TOTAL INDUSTRY (29 CFR PART 1926), REQUIRED = 9 SPACES, TOTAL PROVIDED = 9 SPACES. tee.. D e w b e r r Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797.4497 FAX: 434, 797,4341 SEAL,�p,LT�i p Nom, }41 g . BitA�R 11 6,.,ic. No. 034285 KEY PLAN SCALE GRAPHIC SCALE 0 20 40 e0 ( IN FEET 1 inch = 40 ft. 4_j 7 5/25/10 MAT SCD #2 II!_i 11/30/09 MAT SCD #1 REV 5 8/27/09 MAT MISC COMMENTS 4 cr) MAT PER COUNTY COMM. 3 of % ©,C: PER COUNTY COMM. 2 6/8/09 ffjW 0 CO (%3co 5/15/09 t� c PER COUNTY COMM. No. m ' > to CD 1� co = O W W;F w co O d VJ C13 E i SEAL,�p,LT�i p Nom, }41 g . BitA�R 11 6,.,ic. No. 034285 KEY PLAN SCALE GRAPHIC SCALE 0 20 40 e0 ( IN FEET 1 inch = 40 ft. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE SITE PLAN PROJECT NO. 50011382 C�3mO SHEET NO. 7 5/25/10 MAT SCD #2 6 11/30/09 MAT SCD #1 REV 5 8/27/09 MAT MISC COMMENTS 4 8/18/09 MAT PER COUNTY COMM. 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE SITE PLAN PROJECT NO. 50011382 C�3mO SHEET NO. F E x s � a 1227 . 44 15' ELECTRIC EASEMENT (VIRGINIA ELECTRIC POWER CO.)� ---cu l.HE, Oa\HE — — OHE -- — -- OHE -- --- -- OHE —r� --- 0 HE -- 61 — OHE — OHE — OHE --- OHE - SD SD OHE �. SD OHE -- SD OHE ' : S Ham_ — S E--= Ste" SD --- 12.65' — SD--- --- — SD — — — —' S01'S3'49"E 0mo S47' 17'21 "UV � i.,,4 -pt CH = 43.9 6 ..� . H I HWAY-v ___ __ __ ___ Y.. __ _- _ - _ __ _ __ _ _- �.�p..__."_ --rn� L=45 93 o0 _..� co �._ ....�; R=45.00 i l --, OHE t L -v rl � j co CA 10 15' ELE f _.. (A DB 1228 G CD ( s rfir Ln If �0 1 21! �J � ! o 213'/ J � r ` � 1 1212 r 1 r 1 if 7 t ( ! SD f i I ^A,IGV I CONTROL POINT NAIL ELEV. 437.04 0 u 30' BUILDING 10' PARKING SETBACK r I C'ccs 0 Z,4 00 r °' 0 00 c Cr /o/ c 1 /o/ l t f 1 50 — SD / -SD- SS -}-- ____ SS ----� SD I / — 1-- SD ._._ ' SD --- _ SD ' 0 _-- OHE `--v OHE --- -- ---- OHE OHE -- OHE HE — ----- SD --- --- SD 0 tlil' "C W Ai a AL i Y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797,4497 FAX: 434.797.4341 SEAL 4r 'omo'p \"� V1110 Z K. BI NER • Lic. No. 0342$5 + .r Cr �ONALS� KEY PLAN SCALE 0' 30' 60' SCALE: I" = 30' % ♦ 9 JLK SCD#2 REV 3 11/30/09 MAT Cc 2 8/27/09 MAT oo 1 ° MAT il. No. co BY Ep 4-W0 -W W W o co CLQ LO v O °' U) Cz co SEAL 4r 'omo'p \"� V1110 Z K. BI NER • Lic. No. 0342$5 + .r Cr �ONALS� KEY PLAN SCALE 0' 30' 60' SCALE: I" = 30' REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE STAKEOUT PLAN PROJECT NO. 5001 1382 G3.2 SHEET NO. r r- 4 5/25/10 JLK SCD#2 REV 3 11/30/09 MAT SCD#I REV 2 8/27/09 MAT MISC COMMENTS 1 7-2-09 MAT ADDED STAKEOUT No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE STAKEOUT PLAN PROJECT NO. 5001 1382 G3.2 SHEET NO. r r- , Dewberrfesoolpo y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24546 PHONE: 434.797.4497 FAX: 434.797.4341 G I T 4m 0) 9 OW 0 hm M M W T W Cr Pj ke" Cz E Cz 0 SEAL � LTA op T BR, K. B NE tc. No. 034285 Z!57 0 AR 14 C KEY PLAN SCALE 0' 30' 60' SCALE: I" = 30' REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE STAKEOUT PLAN G PROJECT NO. 50011382 C-3.3 SHEET NO. �-- 3 5/25/10 JLK SCD#2 REV 2 11/30/09 MAT SCD#1 REV 1 7-2-09 MAT ADDED STAKEOUT No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE STAKEOUT PLAN G PROJECT NO. 50011382 C-3.3 SHEET NO. �-- 19 14 Ir] C Ami FUM GRADE THIS SECTION TO ALLOW 30" NYLOPLAST Nab 4J JV t BRAND INLINE CH=286.04 ` �'�` Chi=65.35 1 r ``.,,'' FOR POSITIVE DRAINAGE TO DRAIN WITH 30" ` NYLOPLAST INLINE DRAIN. L=287.35 _ L=73.E"3 s% o DRAINS TO MIN. SLOPE = 1.0°lo STD. H-20 GRATE. R=$68.$1-�,_.--'" _._' _�-='�- .�J /'a`� � ~~ " ��`�r R=45.00 � � � CONNECT ROOF GRATE; 439.75 NEW 12" STORM LINE, INSTALL G INV IN 12") „436.80{ Tan=145.00 ______­__� - 1g'$.p"� �'` an=47.52 I AT A MINIMUM OF 1.25°l0. V ( �'" t �� "�' 15 0 I ,` l INV OUT (18 - 36.70 r1 ' �. - ,� n �2". �_ 93'07'00" \ ____ \ I \� - " -ti ' 'RETAINING WALL B ,- .- -- -- -- -.\ \ 1 c i� 1 i l .- , u I, 4. ?' � 1 \ i ERKI. i�`IiAR DRIVE S.R. 1403 -, ____ .--- -----465\ ° `,�� 1 \ ! '� EXI G 20 ssAN4�4R,?--_ __ �� 65 l l/ i' 1 l _. \ O �' - r T '- ��- -_ R:_:EA�Eb}ENT' - �. __. �.? N \ �`\ _ �� _ �. - _ - L.E C�itJt�tLl � = - d5 I S° { _ _ - - - - - - _ . - w.-_. ..--• - _ --- - __ - - --:---J---- 6FR\7>~C� 1113HFIl'. CU 1 II i _' ` y l~ - r7Ei - A -__ _ _ - 1 C7".. `tea. ,.� yd �. -'-ted"-" � -,.,� - .._ I _ _ _- _ 4 � �- . `- - - -� _ _ __ _ O _ - TO __ �T-C .. _ I _ ,S _ _ _ - i, - -:,=="'`� � �'E7-`RSP � ''. _ � ,-- � .-��- -R Its E _ - E V - -:� .�= �AA� -, � 'r` � -ice A ----� -- _ r' v _ _ \'V. rr - e r 'r r _ _ - .I�iE-�r- --_ t _USF -` ,`4 3 f ,� i �-,v - - ....-.., \ /I/ I/ -- _ = - i I t i j i ' � 1 , - I -- _"' -- . ` - -- _ �1^-� _---_,_"„ -� - ._ _ --`' ---�-. `- _ _ _ .. � \'',, ,,'\, \ , \ ' �,,,,,.-.... TO \ it k j 1 1 j z Iiil ;I f` _ — - _ C+7� - '� ���/ m �, \ +`�1 `,y 'y C3FiE 4 a I, ri* / }'j i I I I , - - L' - ._.=s..7f'J 1 JD - ...+.-,.-... _ ~��a�i��_.__ ` .f 11 / `4 j j i 1''1 S. �'� �_.. , ,� 7,, a'j; {t # �. l; l ,' 1 1 !,-�' f - i r , . , r.� : i r - / / - - - - — - �` \ I, 1 S 1 I\ 1 ` .�i.----.-- - \ I \.! I I{( i iI 1 { 1t �` - \ / /1%i;� y ''_ i — T 1 4tE FOUNDATIO �'� j i�� i ,�� ��-. T34E Il;i� ,, l �,.--f / j t'.:, r,_ I NEW DOWNSPOUTS -(9"x9 y6-890 S t I , i I . , +, , ') t. , r/., /! r q NEW 18 fNV IN ----- i DRAIN 1 ;. I' +1 t VDOT STD. PG -5 \ � i ` I ` - " ` ' } : /. `/ _' / ` /' / 11 435.73 AT EX. LOCATIONS (TYP. FOR 11) `------ l 1 � ; -- { j \, i Iii, F .,�. - . � �f �',� '�, . =- � { �--....�.,.,- - -_-•_QEF. ARCH PL ) �r 1 `� � � � , _w__ _,_.�--.. � its ; I!I I CONCRETE DITCH,1 11 r ;Ifs i >I l` /� / l REF. ARCH PLANS �� \ \ - 1{1 II SEE RETAINING WP,LL ¢ I % f,f{ f; f;J,/. _ r\ # i ( } t I I ,' { i , 1 �---__-_ DI -11 i , ti, PLAN & PROFILE TYP. '.; ' ,- 1, - f �f x�, _- -1 I I ----_-,-.- j r -r i 't t i 41 j5 �, } ; 111) (4"THICK,D=1',/W=1 1iI?f, f. '�`/f,/ ff'" 1 l`.- 1 r1 iIi I ids 1}�,��iii `I 1 / r �r --_ _, 10 STORM - nii _ �` - 1Alr. 1, _. CONTRACTOR SHALL R F TO ARCHITECTURAL PL`Af S FQR-EXACT 1 - -. , 7 7 � \\%,�` (� j , l If t „ i 1 i EWER /` I \ 3 1� ( �.._.._._...--� I its ,I,I I ❑ 1 "All'" j j�` �"r y '',(/r1t 1 f 1 �� rt ,-_ _ _._ -__ 1 ,� ,; i LOCATION AND DiMENSIONSS''OF VESTIBULE, SLOPED PAVING, EXIT F. ARI✓H PLA ),'+ ; I; \ i- I''' RETAINING WAIL A JI'1 111- , I �'. I — \ � t � t `�` __ -- — , 11 � � I \;� 1 i �� ' ---I_ , "I I ,I N I - i I PORCHES, RAMPS AND TRUCI�'@OCKS, PRECISE BUILDING I -__""- ! Q � / , \�i,,.,I � r { ' `,- ' '` ' f, � 'l J ,, l �� � � - -s t ! 1 ` i 'I I t - 111 i II �� I' r :� ,� l l/�,•,�/t ; 1 li DIMENSIONS AND EXACT UTILITY E�NCE LOCATIONS. , 4 I, - 11 �;k} 1 i 1 E r 'Ir '/' ', ,! I 11 I i I 1 � I I I' j11 N Y / / F 1 ;Ifs - ; ,A! /, 11rr�1r .,, ``'�•. - I I _ 'I1 Ijli , {{ 1? r rrr'r! f /I Wil /1 rJ I 11 -1 - I I i \ 1 i 1EI 11 I 01 / 11 ill I -1 / I1/ f ; fj'� -�,c I \ ' I * `� \ I1 j 111 l�lI ,Il ', ,0\7z, f ,1 1, t r1,�, I I i. I I\ I Ilj11 rt;'/ it' 11-1 / " ,;;'1'1` I BREAK iN DIRECTION (�F FLOW �. t j 1 i , \� - _ 1 1 1. 11III �i` I 11 {il r#j///, I , < _ I111 1IllIll Il -Il I F R TRENCH DRAIN 11If i ti ,r1Jr-' / ,f --N -- ! II'i# 11Wal ar 1 I I \�t � i- jI� 111 II1,1 I: / 11111°/, 1II / I ; oo :, 1; lj, I I ',: ` NE`i - - D 1'1 Ill lilt 11 f 4 � /I/ I � / i,, li{jll II II i' NEW _ \ u, /` , \ ; ,0 ,, ',1,1i , // l}i ­ 11JH 111 1 ; Ili ll{ 11 PA►NSiONI _ o .. `��I B iTH 14 ti II' fl j I'I{ (i {Ill 11, , I I'''Iil 11 , -Z AT , i11 ' 1I '1 I 1II1 till t II' :,i I , �IaI I ;s, ) a- - 1 I1 I Ill II / ' ' I ` Z i -'4 " 16i C}LYDIRAiN TRENCH BRAIN. SEE _ I' I fi! , -� C-150E-GR-NO_r 1, ,1, 1 ; ' J , 9 �T IL THIS SHEET. ' } / y ='r it 111 { i IS Iz¢¢ 'f,, r, i I li J t'ef, / i I£`I r :Ili(i� I? ! 1 1` t j r I I{ ! i I I .a 1 f 1lli1l t 'j 9 1 1 , # I'I} '111 ISI\,- i j'i,I, ,� I %��445 III Ij {Ii (111'l j �.XI ST I N G 119, 009 S. F. (AP P ROX.) .- ,1, I I, 1 I ; E ; I I I I 1 � 1'I `'1,11' P, . 11 .,. i1, 1 I l i I � ji 'li „I1 =� I 7 i �, DOT STD. CG -11 11, � t' I ; I I j =1 't f (;jl,Ir I I _ 11 I U 1i Z ,F r I; X11{ jI �t 1 fIj ,11 i,�-`::..;+` ;' 1 lI i1 , J 1 11 PROPOSED 154,89 S,F. APPROX. _.'� / 31{ I, „(1Ij, 2:1 MAX SLOPE Ir,:1 1 i ,� (� d \ j, [; / , / , 1 , 13 r` I `'` ._,.. !/ i 1 �l i t b r ("t,, i i P /`, i, 'l, / I 11 EX. CATCH BASIN TOP / ' / i I lit �1 �: 1 .`, 1 (I �` r i 1 ,', l / I �� r„_ 11 I I _. !I, �; s ( ' 1 r / I. sJ ; _ ,; 1141 2 TO BE REMOVED AND REPLACEp w! / � / 1' IS' .i_I I\tt 4 ; i M1 li"f , l / F,: r r "; I 11 DI- 4 NEENAH MODEL R-3560 FRAME AND G E \ } % ; J ,/ . ° I // I `,j` i I 40 III; 1 ! ( �I / / I ( TOP TO BE FLUSH W/ NEW PAVEMENT �[,�, �' ' 1 1 i J t l j, t jt� !- EX -8 , #11 </ ;r i �, 11 32 LF OF ABT, INC. TF -14 CONCRETE TRENCH DRAIN PART e __ +. a.11 ;:'i" # ` t /► t =r t ' l NO'S 7 8 8N, & 9 LOCATED ALONG EDGE OF SIDEWALK TIE IN CONCRETE GUTTER TO TOP OF � i ' ��� o yrs_ --- - r; 10! 1 t jf (111 , r' �: I+,a \ 1' I t , 1 ,1 /; 1 1 II ) NEW GRATE. 1 s ;11 r(r1 II, , II ,sl j \ I„ 1,1 .'I" 1, I I W/ DUCTILE IRON SLOTTED GRATE & FRAME (PART NO. r 4 / % t"r J -( # 1 i O .ri1 I II \_i `111 i / ` 0 Ill! III I€ ;`/ /I '�' 1 1 f 1 1502.14). GRATE 440.60'. 1 - jr i III! p '' ' t/l `}1� / 7 ' INVERT OUT AT END = 439.85'. j) c� j j t {{ � --.-• 1 �(I r �I I# I yl� Ilj f 1 ' ` k;f S / 1 `, t�' 1 '1i f' i , 3 �` J� I , r (, ' j I j !' .OF �"..�""' 4 ;� j;l ,ill 1111 I'l ; / I�, , 3 `r Irl1 j 111 % tSI 11 I 1 4" ROOF DRAi 4" ROOF DRAIN _' i r l - l -1 1 f � �� -.`=Zz i �- DI 5 i1 _'( ;oli '11 jt � I 11 @ MIN. OF 1% SLOPE @ MIN. OF 1% SLOPE • l f I � `�-- -�""'� I i I I } � ���+ , ,,, � , ; II AND INSTALL INVERT AND INSTALL INVERT i I'll 1,� r Ij rlr iI�' } f / f t . (i j I 11 PER VDOT STD. IS -1 PER VDOT STD. IS -1 - -- - `� 'ej, \ --_ - �.._ I ! I a t / l l �l1 I �t I 1 i ° G� \ ]" ,c�.A. ,�- w ` q �„,� 1-1 t. r NEW 8" STORM SEWE J t l II1fl P€ /1' / J / \ I 11 - { - r ti IIg IPt� `r �l .!:/_, } 1 _ _ ' -� �4 ,� y,iF INVERT AT END OF I 1i ' /` SIGNAL POLES", '' `` 1� 1 / 1 - _._ ; / _� EASEMENT No.2 J/ ` � �~ _— TRENCH DRAIN= 439. 5' r jf 1 i It'1, i'ej11 ' __. __ 1 .� �` � , (ALBERMARLE ,..-- � `.-4 �` _ `,,I. TIE INTO 18" PIPE AS Ili ;'l1, 1' l I ° ' '` r t _ _ `^ C ,- VIRGIWI ) , --. ,1! ,1 f t1 i / w SHOWN. ! ,it 11; �]I 1Ill!=tf r i $4 . a - _- _ ; / J i 11 , `�/ - r Il Ej 1 n 4 p _ ill" I i l 1 1 i i ! ' t� 11) 1' 111 / { ' `I " 1 Oq .._..-.__..,- / ' " 11 it 11 `, V� .� 1 , / ,off" , - // 'I M H-3 i ' r I1' i p, �t j'1'I'll"I 1 ____ c - ____.-- ( r o - '0� ,q Q _. -_ I 1I----'_ I II , 111 1PI ' 'I I ( ! ru . ,_,0 �3-K I, / ( [ I ; -f' \.. r 4,e- 'i -7-,114 -~i -� J //,! i 11 f 'fr ((; f 1� j I ,\' �' I ! I ; t ,; 1. ----__- � r t, 1111 1ij} f !if ���f � � 1 i � Z � I � lr j '\ `_ I 1l ,I / r r r 1 I r l 1 J! ) r t ) e ` ---'. ,/ _. t ) �..�'�".n�. f p j .y _, ' ' 1 ' 1 1 f �o," /!/�J f i j t 1 .2.-�....a. .-„....,,.. S<:j _...�....,_, ��,.-• S. ` ,7`?Cf �' G,,. ;�.r] "�."..�` SS "�.'m"° —4-1- "" �`”. / r"' 4 I 1 I �`� ' 1 v \... '` l,J, "�' ;1(/ 1!l F LL E TING STRUCTURE O ALLOW -- __ — (`/r l /' r 1Ft /, d /p!i E V:/'0 -0 434. '_'_ �� - --_. W _--_--. _ V -- - ., .'ti - - _ - �, - `' I \ I � � SIGNAL POLE �. 1 EASEMENT No. 3 \ r 1 /; , , ? °, t ; CiI3= CiI2 t, T OF EX! 18 R P r� / 1 / :. /, �. i, : ( PLUG INV. _ / /'/J /11'1 h I i /r, f 11 WATERTIGH I � C/O - � -__ .__ - - _-- ._ _ w t I 1/ o I (ALBERMARLE CO., ( ✓ 1 t , 1 / + ` �'0�� `' - _, w _ ';'r F " � / l / r� 1 VIRGINI -_ - SEE UNDERGROU ,� 't' I I I r ii ;1 l ORM DRAiN MANHOLE P" w 4 5 If DETENTION 1 ;/'(''� r 1111 �' r ''j TUBE A TED FLUSH WITH I ` __ � x��B'Q- � _ � � - � �_ � � / 'r ( //! � � DETAIL THIS ' r °l , It r + -?!:1 NEW PA E M _ - - Seca 0 / - , 'Fll , F I 1i(1 // 1 fff /; A '. \ �1/ ��j, s::l ziliP\I�3 ��,: ii �1 SHEET \ 11 Ewl 6 --- ./�/) ///II,I td '1� ,� r� t � i"1`A���VS�' I�,'§�,� � �/ �� '� � , r .--, �+, r 1-Jill1,11 1 l —�IX I o ill jf /X11' Jlr �J7 t,� \ �' v' / t / /1; /. / �. 1,l1 j'1J ;r, Jfl11 �` `", \ `SO�'gry i ", / _* ,�`? � J I 1 / ll1 1 /1 / / 111 :` e NG 2O, t\ �„-"�.., . \ ~Cp % / J I / n I �;,I�, ;,!/ 1 ,111 �Nr- o ,, .. -_.__ /,j �i ,1 .'I l `r, f r r /t+f` , $ �VDQrR.�glIN, �t _ � _.� � _ -- I ` / / i. / , /�l1 —-_h ) f - / // ' ' / i>>'// / JI, j 1� —,. ,\ °` _�- EX- \ s _. i / Y / , ,, >� _. 1/11) I lit I i / � r / _r \1 -_ 11 I !l�'/,/I ] tl/I F /Il ` \ 'r'D\1� !\ C, Q��, i` �_� f / — _ �'� f , / 11 Cb ``M1//f ' - / ,r 11�, /// t OUT T ,, \ ` \ .,ll i0 f / ,J 1 � •-� / / y ,,, i I, ,1 / ; t T WQ-9 \ \ \R 1 ..., W l I I I � 1 - j/ - /�1 ;;11i r'?il 4)l \ `` \ \ 7 3 � I / 1 Ip /// Of I'll 1,�91� \ \ T�,_ \ \1 ,I I � I/ ly .� I / _____ � / /1 111/ 11 • EX. CATCH SIN TOP �+ ; \ j i o� I �- 1 � I j' I l i I I 1 TO BE REMM AN PL vrvJ \ ` \ I �f / q/ ll 1 / 1 i 1 11 1 1 OT STD. M11 E AND CQ , a, , ` r- y , l f 1'11 1:i I \ \ �� , / I 1 I 1111 j 111 I 1 I I V'` \ , 'TO TO BE FLU / NEW PAVEME T \\ '`, \ ` \ - Z 1 / {,f -j 1 -- "" _ � r ( 1 i Hill i \� 1` _ h �\ \ i f i ,7 EXIS NiTARY i it q /- i 11 I r I '� � 111111�V'l �, \ / �. I E R EASEMENT O I ,s Ill 1 (' 1 I I i I I%a� ti A \ i o \ \ \ \\G� tl `fib\ /( EMARLE COUNTY �� ' ^r '/ ✓ ; )III IIIc i1'l I '��� \. \,w'j n`, I- \ /y / ,, , 1 t , 1 1 \ � \ / c o/ ORVICE AUTHORITY) ,4 sem ' / t / cp {.�+I X - - 1 1111 11 1/ Ill hilj i I \, \ Rr \ \ - 2-\T- '�\ \ w /` O �. CP XiSTING \ M ' ' / .� r / I f 1 ' \ 2 "�l a. csa w S 30 R / /ELECTRIC / . co j j - a: / / I1,I 1 , , I J _. \ \ ,6 6-\ \ \ OD EASEMENT () /' � / / • X' ��-- .� I / 1 1, li I 1.1 - i \ \ t O1\, \ \ \\ 1 j � 1 (VIRGINIA / 1 / r/ I l I I / i / r'' -_ / 1111 Isi �; \ \ ' \C,V\ \ ` � j WG_1 -i- , / ELECTRIC (Ili I / 1 I / j / /, - / `r -1 1111 Ill, I ; err 1� \ \ "�- \ \ o a ( POWER I r , I ! J x/ // �. / / if iti lit i \, , ,, 1 " - 'I \. 6\ \ \ Z O 9 1 /' CO. ` — / \i I' +. l (: / ,/// f / / /' � - 1 f II I'' t 1 �I i \ \c \ \ \\ \ At ), / -' l;' i I i I (}1 / r /i , , I \\ \ EX. C H BASIN TO(' � / / / II1I . : ,iI \ s}7\ \ \ \ //t f / r` IP ( I'll I / 1 / 11 TO B8, R MOVED AND EPLA ED w/ I� 1 / 1 I j y ,1' / 11 � W VDOT,S D. DI -2 TOP I / I 1 ( {I i , 1 / > \\\\ � `, \ \ GJ / if I I l / i' I l � / 1 ` i\ bI- ,., \` I �, i 1� TOP TP E FLUSH W/ Ni W PAVEME f Jl I / ! // /' z \ / \ ` \'\,\\: \ , \ \ 9 - ,/- '� �='_. -7 '* - , ---.. i\ 1 e / - / 11 I I l ! if • : / � / / f .\1ti\ \ :\ '�- i ---'— j ,'S6 -�..- .—z '� y,`y� ` �� _ \ \ _-_-. -`'--`'�'-' T SD -- -5D (, S SD �i — I I _if/ /, / j ./ 1 \ ; . \\J `' ,� .''t / .`' J �` � .._._.___.. - _ — _—_ _ �. - a \ 1 I i / —_ rcD / / tJy I \ \ �.,� \ 1\ \ ,"`,�,.. -�_ � '_�" �'......"- � "'s5 --�' -rjc` �` 4 _' Y�'� � - � t 1 �� / / �� J.7 '1/ / / U,1 S t � \ \ d" \ \ 1 , f l 1 / __ . �t I _ _ S; /.,_. / S - ) / D - /�— r / ___ \ EWE .� \I �' \ � t 144 4 c��� _ __ WQ-3 I V / / / SD,/ -� / gy )-'.- ; Rd ) I i » ,$" j ��..`,\-''` ` -\ � � '�`= _ — .�-- _.- !- - - -��• _ `__ r -r- \ I�'TING IGNAL / / / �' -- __ / '' ' r' 1 { t I j -- _ a - -� ----r EXIS NG 20' WA RUNE—Elet1=NT r - _ ..f '� l 1 E / / / I 12 ,� __,___.- � - $F)),_. -_- - EMEN (VDOT)' � / 4' '�-� /' /� • `� ' " `R�� - \ 1 S3 �/ r _ _ �� _S�6g - � -- ---•.-.-��-A1;3EMan--- }LINTY CE ZuR, -rte- 4 _ - __ ��-- 4 \ � `- - �1- `�HE` — —" OHE -- r — - -- OHE — 46 1 W 3$'x,08 __ G r — - _ -- ---- - ` _:.- I� _ . , �l _�ccI� __ - �...� _ 4, --- _-"�_- —. _�_;----O_ �__ - _ � -- ___ -I,,_ - .'_� �,\R � � �a� \, �\ `\ �� '; o� \� � \`\ . S � . H t H 1 %AY' 2 i \ \l ` ` \ \ \ \ \ �\ \ 1%1\ \ \ 455 \ \ \ \ \ \ \ \ \ 1 - \ \ \\ \ \ \ ) `\. SO�JTH BOUND LANES \'\ \ \ \• � � \ \ \ / / - ),'11 / �" 3 \ \ \ \\ \ ' ILr j1 �, ./T l / 1 / / ; ;i / ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. •P-1 ,I • � . a �. rr�.►,,,_ I/ i II i r 1 1 11 I 11 // / 1 I ` 1 / / / I/ V / �I jl /I >ll /l � if /l /l // 7/ J l / O� '/ / // I / / t /1 r (r l fi' l DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. REFER TO STAKEOUT PLAN REFER TO PROFILE SHEETS REFER TO ALTA SURVEY FOR REFER TO SHEETS C-4.1 AND C -4.1A FOR FOR SPOT ELEVATIONS. FOR DETAILS ON FILTERRA INFORMATION ON EXISTING RETAINING WALL PLANS AND DETAILS. UNITS. STRUCTURES. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALL NEW STORM O MR STRUCTURES DEEPER THAN 12 FT REQUIRE VDOT STD. SL -1 SAFETY SLAB (REFER TO DETAIL ON SHEET C-9.2). \ \ .�.. 43.96\� \ a?wo L=4� \ \ R=45.00 N\ 0i1 �, \ \ \� ,,Tan= 5.19 \ \ `3' � 4=58• i 8, 27 t1, \ \ \ \ \ \ \ i / m / / 1 \ �f li 11 /' / %) /' / / / / / .. / / / li / // � �� \ i � \ \ __\ \1 \ -1 \ \ - , \ \,, \. r, \ ,- \ \ \\ \` \\ S UT BOUND \\LANES , ) f\✓' \ \ \ /-,\ .�- / s / ` f � \. � < �' \ \ \ - 1 \) \ �\ 0 / t / / /i) T /> GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLAN 1. ALL DAMS AND CONSTRUCTED FiLL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTiL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION AND CONTROL INSPECTOR. LEGEND PROPOSED BUILDING 00 EXISTING TREES (? NEW TREES GRADING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY CO PANIESM 7 B AT LEAST 2 HOURS EFORE ANY EXCAVAT i0N TO REQUEST EXACT FIELD L)CATION OF UTILITIES. IT BETH E RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3, ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PiPE MATERIALS ON THIS PLAN IF REQUIRED.) 6, EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT. 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. I1. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS, MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE, LIDS SHALL BE LABELED "STORM SEWER". 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N,P.D,E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION, THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 14, CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A MARCH 2008 TOPOGRAPHIC SURVEY BY DEWBERRY. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 16, ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 17, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. SUBSURFACEFOUNDATION STORE NO. 1780-09, ALBEMARLE COUNTY, VIRGINIA 5/22/09 (revised 7/24/09) UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT POI:.T'ION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE 4" THICK BASE MATERIAL SHALL CONFORM TO VIRGINIA DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 208, GRADATION "2113", DENSE -GRADED AGGREGATE. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL. MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL, SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON-ORGANIC ON-SITE SOILS (CH AND MH SOILS SHALL NOT BE USED FOR RETAINING WALL BACKFILL) OR AN OFF-SITE BORROW HAVING A CLASSIFICATION OF CL, ML, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. OTHER MATERIALS MAY BE SUITABLE FOR USE AS CONTROLLED STRUCTURAL FILL MATERIAL AND SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO BEING USED. A MINIMUM STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 95 POUNDS PER CUBIC FEET FOR FILL MATERIALS SHALL BE USED. CONTROLLED STRUCTURAL FILL SHALL BE FREE OF BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET BELOW STRUCTURE SUBGRADES, AND A MAXIMUM PARTICLE SIZE OF 4 TO 6 INCHES BELOW THAT LEVEL. THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSITE SOILS USED FOR FILL. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW UPPER 4 FEET <20 MAX.> <50 MAX> BUILDING AREA, UPPER 4 FEET <20 MAX> <50 MAX> SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. BASED ON THE BORING DATA, DIFFICULT EXCAVATION CONDITIONS ARE EXPECTED AT BORINGS B-3, B-5, B-6, AND B-18. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY FROEHLING & ROBERTSON, INC., DATED MAY 22, 2009 (revised 7/24/09) (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). UNDERGROUND DETENTION DETAIL 48" ADS BRAND N-12 DOUBLE MANIFOLD COMPONENT WITH CLEANOUT CLEANOUTS * \ •_. ii rAIXR 48" 90 DEGREE /''\VDOT STD. BEND MANIFOLD MH -1 WiTH TRAFFIC COMPONENT RATED FRAME AND COVER. WITH 24" DIA. RISER , 1111 DI -3A 48" 90 DIEGREE BEND MANIFOLD COMPOINENTI 10 WiTH 24" DIA. RiSER * �O OLEANOU 48" ADS BRAND N-12 cLeANouT DOUBLE MANIFOL VDO STD, MH -1 WITH TRAFFIC - COMPONENT WITH RATED FRAME AND COVER AND 3" OUTLET. CLEANOUTS * PROVIDE AND INSTALL PLASTIC SOLUTIONS INC. TRASH RACK ON 3" OUTLET * *SEE ADS DETAILS ON SHEET C-9.5 CONTRACTOR SHALL PROVIDE AND INSTALL STORMWATER DETENTION SYSTEM CONSISTING OF 4-48" N-12 ADS HDPE PIPES WITH COMPONENTS AS SHOWN, r7 6" POLYDRAIN TRENCHDRAi SECTION WITH GRATE # 506 AND PART NUMBERS 010, 020, 030, 040, 050, 060, 070, 080, 090, AND 100 (TYP OF 8). 5.5' OF SIDEWALK BETEEN \ I TOP = 441-15 (TYP) SECTIONS ({TYP))CHDRAIN SLOPE TO DRAIN. (TYP) N 6" OUTLET (TYP) 6" STORM @ 0.5% LOCATED ADJACENT TO TRENCHDRAIN. BREAK IN DIIRECTION CONNECT TO DI -5 AND 12" OF FLOW FOR TRENCH DRAIN STORM IN REAR OF EXPANSIO AS SHOWN ION PLANS. Ac cun1AiKI nni of AKIQ NOTE: CONTRACTOR SHALL ADJUST ALL EXISTING STORM, SANITARY, AND OTHER MISC. UTILITY TOPS TO BE FLUSH WITH FINAL PAVEMENT ELEVATION FOLLOWING OVERLAY. •r. a, a vv "w A A y r? Dewberry & Davis, Inc. 551 PiNEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797, 4497 FAX: 434.797.4341 i � % PROPOSED VDOT STD. CG -6 30" Q� Cc CURB AND GUTTER PROPERTY LINE a w m 1=1 w m m PROPOSED LIMITS OF DISTURBANCE _ _.-_ __X X __ EXISTING CONTOUR ELEVATIONSATIONS xxx PROPOSED CONTOUR ELEVATIONS 13 EXISTING RETAINING WALL MAT NEW RETAINING WALL 5 NEW VDOT STD. PG -5 CONCRETE MAT I DITCH (TOP OF RETAINING WALL) 4 NEW TRENCH DRAIN „__-___-____„ (BASE OF RETAINING WALL) mm 0 EXISTING STORM STRUCTURE go NEW WATER QUALITY UNIT 2 (FILTERRA) SD EXISTING STORM SEWER PIPING 1 NEW STORM SEWER PIPING —OHE&T EX. OVERHEAD POWER 8 TELEPHONE UGT NEW UNDERGROUND TELEPHONE LIGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE SS NEW SANITARY SEWER PIPE —, w -I EXISTING WATER/FIRE PIPING W NEW WATER/FIRE PIPING —G NEW GAS PiPING CHAIN LINK FENCE ePROPOSED PARKING SPACES SYSL/4" 22 ASSOCIATE PARKING SPACES '/ SWSL/4" CC CC CART CORRAL LO/,fll aG LOADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. co* NEW CLEAN OUT 8 DRAINAGE STRUCTURE INDICATOR VVQ-1 WATER QUALITY STRUCTURE INDICATOR MH -2 SANITARY STRUCTURE INDICATOR ® GRATED DROP INLET XX% DIRECTION OF OVERLAND FLOW \e_I_ Wt GRADES CURB INLET _m+ SINGLE FIXTURE LIGHT POLE AND BASE " 2 FIXTURE LIGHT POLE AND BASE 3 FIXTURE LIGHT POLE AND BASE SHIELDED 2 FIXTURE LIGHT POLE AND BASE SPOT ELEVATION wV m GATE VALVE iN VALVE BOX 6 WATER METER 4- NEW FIRE HYDRANT --Cr EXISTING FIRE HYDRANT V 14 it BENDS AND TEES (ALL SIZES) • NEW MANHOLE O CLEAN-OUT � POWER POLE I GAS METER ❑ TRANSFORMER PAD • PIPE BOLLARD 00 UTILITY BOLLARD 00 EXISTING TREES (? NEW TREES GRADING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY CO PANIESM 7 B AT LEAST 2 HOURS EFORE ANY EXCAVAT i0N TO REQUEST EXACT FIELD L)CATION OF UTILITIES. IT BETH E RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3, ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PiPE MATERIALS ON THIS PLAN IF REQUIRED.) 6, EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT. 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. I1. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS, MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE, LIDS SHALL BE LABELED "STORM SEWER". 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N,P.D,E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION, THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 14, CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A MARCH 2008 TOPOGRAPHIC SURVEY BY DEWBERRY. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 16, ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 17, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. SUBSURFACEFOUNDATION STORE NO. 1780-09, ALBEMARLE COUNTY, VIRGINIA 5/22/09 (revised 7/24/09) UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT POI:.T'ION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE 4" THICK BASE MATERIAL SHALL CONFORM TO VIRGINIA DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 208, GRADATION "2113", DENSE -GRADED AGGREGATE. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL. MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL, SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON-ORGANIC ON-SITE SOILS (CH AND MH SOILS SHALL NOT BE USED FOR RETAINING WALL BACKFILL) OR AN OFF-SITE BORROW HAVING A CLASSIFICATION OF CL, ML, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. OTHER MATERIALS MAY BE SUITABLE FOR USE AS CONTROLLED STRUCTURAL FILL MATERIAL AND SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO BEING USED. A MINIMUM STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 95 POUNDS PER CUBIC FEET FOR FILL MATERIALS SHALL BE USED. CONTROLLED STRUCTURAL FILL SHALL BE FREE OF BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET BELOW STRUCTURE SUBGRADES, AND A MAXIMUM PARTICLE SIZE OF 4 TO 6 INCHES BELOW THAT LEVEL. THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSITE SOILS USED FOR FILL. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW UPPER 4 FEET <20 MAX.> <50 MAX> BUILDING AREA, UPPER 4 FEET <20 MAX> <50 MAX> SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. BASED ON THE BORING DATA, DIFFICULT EXCAVATION CONDITIONS ARE EXPECTED AT BORINGS B-3, B-5, B-6, AND B-18. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY FROEHLING & ROBERTSON, INC., DATED MAY 22, 2009 (revised 7/24/09) (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). UNDERGROUND DETENTION DETAIL 48" ADS BRAND N-12 DOUBLE MANIFOLD COMPONENT WITH CLEANOUT CLEANOUTS * \ •_. ii rAIXR 48" 90 DEGREE /''\VDOT STD. BEND MANIFOLD MH -1 WiTH TRAFFIC COMPONENT RATED FRAME AND COVER. WITH 24" DIA. RISER , 1111 DI -3A 48" 90 DIEGREE BEND MANIFOLD COMPOINENTI 10 WiTH 24" DIA. RiSER * �O OLEANOU 48" ADS BRAND N-12 cLeANouT DOUBLE MANIFOL VDO STD, MH -1 WITH TRAFFIC - COMPONENT WITH RATED FRAME AND COVER AND 3" OUTLET. CLEANOUTS * PROVIDE AND INSTALL PLASTIC SOLUTIONS INC. TRASH RACK ON 3" OUTLET * *SEE ADS DETAILS ON SHEET C-9.5 CONTRACTOR SHALL PROVIDE AND INSTALL STORMWATER DETENTION SYSTEM CONSISTING OF 4-48" N-12 ADS HDPE PIPES WITH COMPONENTS AS SHOWN, r7 6" POLYDRAIN TRENCHDRAi SECTION WITH GRATE # 506 AND PART NUMBERS 010, 020, 030, 040, 050, 060, 070, 080, 090, AND 100 (TYP OF 8). 5.5' OF SIDEWALK BETEEN \ I TOP = 441-15 (TYP) SECTIONS ({TYP))CHDRAIN SLOPE TO DRAIN. (TYP) N 6" OUTLET (TYP) 6" STORM @ 0.5% LOCATED ADJACENT TO TRENCHDRAIN. BREAK IN DIIRECTION CONNECT TO DI -5 AND 12" OF FLOW FOR TRENCH DRAIN STORM IN REAR OF EXPANSIO AS SHOWN ION PLANS. Ac cun1AiKI nni of AKIQ NOTE: CONTRACTOR SHALL ADJUST ALL EXISTING STORM, SANITARY, AND OTHER MISC. UTILITY TOPS TO BE FLUSH WITH FINAL PAVEMENT ELEVATION FOLLOWING OVERLAY. •r. a, a vv "w A A y r? Dewberry & Davis, Inc. 551 PiNEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797, 4497 FAX: 434.797.4341 i � % VJ 0 Q� Cc '1, • M = 05/25/10 N m T" cn W W _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T E cz SEAL 11.ro, oxm ( . ' a ow 0 Lic. No. 034285� r, 1_'- / r_- j , % KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ( IN FEET ) 1 inch = 40 ft. cu _2 v, > �_ c (D o = U c w _ E LO a) N wa O) 'Q REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE GRADING & DRAINAGE P LAN PROJECT NO. 5001 1382 C-4.0 SHEET NO. IJ56�tt 9 7 05/25/10 MAT SCD #2 REV 13 I 11/30/09 MAT SCD #1 REV 5 8/27/09 MAT I MISC COMMENTS 4 8/18/09 MAT I PER COUNTY COMM. 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. j No. DATE 8Y Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE GRADING & DRAINAGE P LAN PROJECT NO. 5001 1382 C-4.0 SHEET NO. IJ56�tt 9 F 0 VDOT STD. PG -5 CONCRETE DITCH TO BE INSTALLED ON 6 TOP OF DISTURBANCE BEHIND RETAINING WALLS WALL ADJACENT TO THE BACK OF WALL. APPROXIMATE EXTENT OF SLOPE ? i PROVIDE SMOOTH TRANSITION AT POINTS WHERE VDOT Iv I ! `,�" 4."• . W-3 WALLS MEET SOIL NAIL WALL. IN TRANSITION AREAS BETWEEN WALL AND DITCH, PLACE CONCRETE AT ALL GAPS A MINIMUM OF 4" THICK, SLOPED TO DRAIN INTO DITCH. SEE DETAIL FOR TYPICAL DITCH IMENSIONS. EXISTING CONCRETE ; APPROXIMATE EXTENT OF SLOPE f --- RETA IN ...��. :! e w e r ry Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 WALL EXISTING PHONE: 434.797.4497 TAPER DITCH TO TIE DISTURBANCE BEHI D RE I FAX: 434.797,4341 _---�_ j N TA NING WALLS _ - �` \ y "� / = w• _ `-"' -`- - y ' ' IN FLUSH WITH TOP CE PROPERTY LIN JIM PRI OF DROPI INLET. CHEVROLET RET INING WALL $'A„ Ev �t J r. j ,� ! ! ,% � " , lam^---`--. ��`•�=._�`-"~. �_ �: s _ - _ -- _ _ _ _- _ - r / 10) RETAINING WALL B 1 - ..._ `� /' f i _._'`-_••.-_.`_ �-1111'`.'-.:..:,,-..-',�+..:."r- - - -_,�;. ,.�•. / -� �..._- - ____ � �-... �.,,,.,, _ -` \ •��,,.__ f f f � rte. �! / f. � % .� i ''` '� L --�� �""•�:.� �`��� `� ;,`' "_._......_ -..... ;»� `... \� _"J � / ���_ _...._. _.-_ � _ ~`-" �-s,:�"�t � ;}! 'i `\ ��1.`�4 � `4'4.1 \ •... ,`~;� , .Vi� 1 _ ` \ I 283_ J / ; � / / / j �-�..;:� - _ -- •� �"•` `.`,,,�;.r' - •'� •�, � APPROXIMATE EXTENT OF SLOPE f --' ✓ t� ., !`--,r, �� ><, ��'� � ;' � fl �r / -`- �, � _�. ~`= � _ _ - - - •� '' 4`. `�- i DISTURBANCE BEHIND RETAINING WALLS tlw42.58A49_4941.14 -�_ -t�-tom-- •.-..-.•t¢�tY, :A _ =_- - - < x �•:.;�. `:ter .\ � -"`�„�"" . - _ - __ ..., ....-- _ ___ _ ,.-^ :;•-=-11-11- ' _ --._ _._`_ - A� - - ( 'Afi�TA SNS 2+81 - \ 3-1 V5 1 (j� j j _._. ...�.r' ++¢may _... _.,.� ......._ .-.. _ ,� __ yy''� yg - \ •' \+\ „s - �--r rS X1=9 - _ �"�• - _ \ ••-.. .r',i... e r �'' _ r , �,.% � �.`- ::'..." ,r `, I 1 `-••. t `\ 1 • ` Y \ `\ ��• ,\, i i\ t � '- ` 1111. _ 6✓<-- • - - __- - _..._ -.. - ...__ ,._--. ..--...---- ____ ' ` ..y,` ..� . •y +` 1 I'._.., NEWRAISED �. � � \ ,\ , • - - - - ._ -- ��:. _ -� � -� ` � :.��- -\ �' �� � _� I` _ .__. �,. PLANTER EXPANSION I I•, q >`1 _ --��`` ` _ \ �' S ., t �^ -_, .__: --- { . 'r !r r/ I ' • .r- �f 1 i 1 \ \ `�`� \ 1, , t _ _ ` r� -`� -•fix i ` 11 l i ( i fir' \�` \k _ 1�5' �' -C! - - - - - ay `• \l`y}J t ' 1, 1, r� � I \ 1 � r` / � / o r ' .._ � t ! i � _� -� � ` I � �. � , , •�\ 't � s ,i 'i I ', � t.l - �--- -�`--C J V '_" S D ' , '�'" � 1 •� � -'�• `"� 7.. � l� �` �. � ' �`^. ,'\ i `, � 1 , � ' `, ', ----`.. _ o' r ~ i ` / S I �' ✓ / I UJ STOP - 1� % • '� •,. / , 1 ; , I 5 't ? ;'j , `t L. tl - `' 1111'-•':` ,1kt\�- ,Y,; ...._,. - ;i -=. J / ! t / f �( •,•>� J f, f r f .r' � p _ # � ; }! � { /' ( ! e •-" r-'' '� �- ; I i ,I ,t •i' � i 1 .I ' t � � � n r't,�, } � �• � ,i i} i '} t � � � • \•'•- I L1J _ � � � 1 r 1 J J `r �'r f r r ,. � z, tis r` ,j`' EXISTING`ti!'`1� �` s G BUILDING WALL i' 1 ;11 j °I�i �I ` LEGEND V ;I � � � -•-° , ` 1 � ,} � 1 t, 'ti ' t ' tt 1.. �-J\ 449.49 tJw TOP OF WALL ELEVATION .fir ; , � �� ..•-- ` � � 441,08 WALL ELEVATION ' EXISTING CONCRETE 1 \ � � ti i ,t •` 4-_- /'_� _ _. __ � F�- - Iz t r., AT FINISHED GRADE RETAINING WALL l r, Mi an t} jLn M f } 1 1 /1 / A o - '. ' 11 - , CIO BV 0 'i't \ , _--- ' ! t \ � _ ' m _ fI'''`� ` 1 t i •''�-- �- r ' g � � � I �SI� t �{i li�Ii ��' ,�I,i i� co j` '1 ; ilii 1 arteo .3 �3i1 ijlj fi �1 '� i� ' I „_1 �..�_ 4-a = U u GRAPHIC SCALE i { I , ; , , Ilky I € } r �...__..._l cry 0 20 40 soj s ` {'t; t 1F�f� \ �� = E Cz w IN FE.' 1`11 �; ,f`1 !I!' ` 1 \_ 1 inch = 40 ft. z l _._- . -_ "`'ll i4 � '' �� �} � li 1� i --- � r` \ t \•` f 1 " j I i t i! � , i 1 � �1 � �t : t', i i /// } � -�,r � SOIL NAIL WALL SYSTEM w/ EXTERIOR CONCRETE FACE FVDOT STD, HR --1 TOP OF NEW RETAINING WALL REF SHEET C--4.1 A FOR DETAILS 470 450 DATUM ELEV 430.00 0-I RW -3 J4" AJOINT FILLER �L -XQ., WATERSTOP SEE DETAIL NO IE: COW, Rn' -a Wall CONCRETE FACE OF NEW RETAINING WALL TO MATCH EXTERIOR OF EXISTING ON-SITE CONCRETE RETAINING WALLS. PAINF E WO&JOWHALT I BACK OF WALL vexeIf WATERSTOP TOP OF WALL KEYED JOINT I {TOE OF WALLI CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. MODIFICATION 0 RETAiNiNG WALL "A" STA 0+00 TO 3+09 = 60 �'`•.�F STA 3+09 TO 3+91 = Vi 3 1'-0" 1'-9%" 856 4.83 V-1.5" 01 WI W 4 S 21-4)14" 1141 7.43 V-211 F5 5 1'-0" BUILDI'NO.,E.XPAN 1427 ION_'.EX•TE. IO.R•,-WALL• 'ELEVATI.O t'-0 31-71/41' 1712 14.43 .........,..`... ...........................•....,......•....,..,..... ..... - .......• ...... , 1B,B3 1'-3.5" 8 V 419% I ' • ice/ ��a 1'-4.. ' . '' . . 51-4Y4" 2568 20,43 V-4.5" 10 1'-11/4 B'-0" 2853 35.63 . . . PROPOSED FINIS ....... JED GRADE .., . R i L ► � f/�//r4 T1 =fi, 1' 3/1" 7'-2%" i I BASE CF SEE Dc WALL AIL 11-8.375" 13 3 5/ ' 7'-9%11 3709 59.78 1'-10.125" 14 BASE OF VALL SEE DETAIL 81-4Y411 3995 60.23 1'-11.75" 15 1`-6" 9'-0" 4280 79.363 2' 1.794 1.905 2.016 2.127 2.238 2.349 2.480 2,571 2,502 S' 00 0+50 1+00 1+50 2+00 2415 Modified VDOT 2+50 3+00 3+50 Soil Nail 76 Modified VDOT 91 4+ NO IE: COW, Rn' -a Wall CONCRETE FACE OF NEW RETAINING WALL TO MATCH EXTERIOR OF EXISTING ON-SITE CONCRETE RETAINING WALLS. PAINF E WO&JOWHALT I BACK OF WALL vexeIf WATERSTOP TOP OF WALL KEYED JOINT I {TOE OF WALLI CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. MODIFICATION 0 RETAiNiNG WALL "A" STA 0+00 TO 3+09 = 60 �'`•.�F STA 3+09 TO 3+91 = Vi HEIGHT OF THICKNESS THICKNESS COMPRESSION AREA OF WALL AT TOPAT BASE AT TOE SECTION WI "HM' IN FEET "A" IN FEETg.•SH LBS. SQ. FT. Std. FT. N 3 1'-0" 1'-9%" 856 4.83 V-1.5" 01 WI W 4 S 21-4)14" 1141 7.43 V-211 F5 5 1'-0" 3'_0'1 1427 10.63 1'-2.5" 8 t'-0 31-71/41' 1712 14.43 MAT 7 - 41-2%" 1997 1B,B3 1'-3.5" 8 V 419% I ' • ice/ ��a 1'-4.. 9 1 " 51-4Y4" 2568 20,43 V-4.5" 10 1'-11/4 B'-0" 2853 35.63 1'-5" • off`,/ {_::'�"'�: 6'-71/x" 3135 R i L ► � f/�//r4 T1 =fi, 1' 3/1" 7'-2%" 3424 51.03 11-8.375" HEIGHT OF THICKNESS THICKNESS COMPRESSION AREA OF WALL AT TOPAT BASE AT TOE SECTION WI "HM' IN FEET "A" IN FEETg.•SH LBS. SQ. FT. Std. FT. N 3 1'-0" 1'-9%" 856 4.83 V-1.5" 01 WI W 4 S 21-4)14" 1141 7.43 V-211 F5 5 1'-0" 3'_0'1 1427 10.63 1'-2.5" 8 t'-0 31-71/41' 1712 14.43 MAT 7 - 41-2%" 1997 1B,B3 1'-3.5" 8 V 419% I 2283 23.83 1'-4.. 9 1 " 51-4Y4" 2568 20,43 V-4.5" 10 1'-11/4 B'-0" 2853 35.63 1'-5" 11 1' i 6'-71/x" 3135 42.98 1'-6.75" 12 1' 3/1" 7'-2%" 3424 51.03 11-8.375" 13 3 5/ ' 7'-9%11 3709 59.78 1'-10.125" 14 -4 3/4 81-4Y411 3995 60.23 1'-11.75" 15 1`-6" 9'-0" 4280 79.363 2' MP IDLE WITH 12"X12" PLASTIC ADWARE CLOTH 114" MESH OR I GALVANIZED STEEL WlRE, MHMUM RE DIAMETER 0.03", NUMBER 4 :SH HARDWARE CLOTH ANCHORED iMLY TO OUTSIDE OF STRUCTURE, - m 11 1- 3" DRAIN PIPES 8' APART B AM 14 6" SAFE BEARING CAPACITY OF SOIL ROCK MIrIr1UM... ........................... ........... I ........................ ,... 10,000 20.000 LBS. SQ. FT. GRAVEL AND COARSE SAND, WELL CEMENTED ..................... 16000 - 20,000 LBS, SQ, FT. CLAY IN THICK BEDS. ALWAYS DRY ............................ .......... 12,000 - 16,000 LBS. Sd. FT. CLAY IN THICK BEDS, MODERATELY DRY .......•.........•............ 6,000 - 12,000 LBS. SO. FT. CLAY. SOFT......,...................................,,................................ 2,000 - 4,000 LBS. SO, FT, SAND, DRY, COMPACT, AND WELL CEMENTED ...............•.•"••• 13,000 - 12,000 LBS, $0. FT. SAND. CLEAN, DRY ...................................................... ..... I.,.... 4.000 - 5,000 LBS, SO, FT, ALLUVIAL SOLS, ETC ...................."''••••............................... 1,000 - 2,000 LBS. SO. FT. NOTE. tF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. W THICKNESS AT TOPAT "A" IN FEET RW -3 a AREA OF SECTION SQ. FT. 3 �- z 11.9% X11 1r, S 4 1'-0" 2'-4,Yit1 1141 Y4" PREMOLDED 0° 1'-0" JOINT FILLER 1 CONCRETE GRAVITY RETAINING WALLS SPEFERE TNC REFEREE E ION INFINITE SURCHARGE AND DECK SURCHARGE - LOADED 508 401.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 6 MODIFIED RW -3 SECTION FOR WALL "A" .tLR" WATERSTOP - SEE DETAIL wall NF E WI H PAIASPTMALT I BACK OF WALL ya"x6'1 WATERSTOP TOP OF 4"X4" KEYED JOINT TOE OF WALLlOF 1MALLl CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30'. EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. HEIGHT OF WALL "H" IN FEET THICKNESS AT TOPAT "A" IN FEET THICKNESS BASE B -.6H COMPRESSION AT TOE LBS. SO.. FT. AREA OF SECTION SQ. FT. 3 1/-011 11.9% 856 443 4 1'-0" 2'-4,Yit1 1141 7.43 5 1'-0" 3'-t)" 1427 10.83 6 1'-0" 3'-71/i" 1712 14.43 71'-0" MAT 41-2%"1997 2 18.83 8 1'-0" 4'-9%" 2283 23.63 9 1'-0" 51-4)(4" 2568 29.43 10 { 11 1-0 1 1. - 6 0 2 553 36.63 11 1'-11/4 61-71/ 3139 42.96 12 T-2 3/8 It 7'-2%" 3424 51.03 13 T-3 5/8 " 7'-9%lk 3709 59.78 14 1'-4 3/4 " 8'-4Y4" 3995 69.23 L-15 11-6" 9'-0" 4280 79.38 SCALE: 1"=20' H2O - SIB LIVE LOAD Std. RW -3 Wall C NOT LESS THAN 4' A WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE.- V. TRUCTURE.- .t r •' v' 4 e L� YARDS PER LIN. FT. OF PAVED v f • , Ly ► v - GONG, THICK- NESS2' D CHECKED BY BKB DATE ,,. 1/30/09 MAT SCD #1 REV 5 11/17/09 3' 4' S' 6` 7' e' 9' 10' 4 8/27/09 MAT MISG COMMENTS 11SIDE SLOPES 8/18/09 MAT Per Co. Comments 2 7/2/09 MAT 1' 1 0.536 n 3" DRAIN PIPES 8' APART 0.759 B -9/10H 6.. SAFE BEARING CAPACITY OF SOIL ROCK K04MLN......,....,...........................................,..............10.000 - 20.000 LBS. SO. FT, GRAVEL AND COARSE SAND, WELL CEMENTED— .................. 16,000 - 20,000 LBS. SO. FT. CLAY IN THICK BEDS. ALWAYS DRY ...................................... 12,000 - 16,000 LBS, SO. FT, CLAY IN THICK BEDS, MODERATELY DRY .................•........•... 8,000 - 12,000 LBS. SQ. FT. CLAY. SOFT ............. .... ............. .......... .... ..... .......i,.................. 2,000 - 4,000 LBS. SO. FT. SAND. DRY, COMPACT, AND WELL CEMENTED ....................... 8,000 - 12,000 LBS. SO. FT, SAND, CLEAN, DR* ........................ ,,................... .....,.,........ ..... 4,000 - 8.000 LBS. SQ. FT, ALLUVIA. SOILS. ETC ,•••..•."•••.••••.•'•••••••..••.•.•••••.....•..•...••.•... 1.000 - 2.000 LBS. SO. FT. NOTE. IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOL, A SPECIAL FOOTING IS TO BE USED, CONCRETE GRAVITY RETAINING WALLS SEFEREN E SPECIFICATION REFERENCE REFERENCE INFINITE SURCHARGE AND DECK SURCHARGE - LOADED 5061 502 401.1)2 VIRGINIA DEPARTMENT OF TRAhNSPORTATION 430 T(1D nC- NIC-lAl DF-TAIRIIKI(-_% 1A/AI I 0+00 0+50 1+00 1+50 RETAINING WALL "B" Os SCALE: r=zo SLOPES VARIABLE EE LDER i IRE FABRIC AS SHO hj O RE REQUIRED TYPCAL�SECTION INFO" OR 8" AS 2:1 SIDE SLOPES SHOD ON TABLE /` .•- ,�. w r �'. EEP HOLE ? ; 3"DIA. 0 8' C -C G .•,' 1 r CLASS A3 CONCRETE HALF -SECTION NDN -REINFORCED. HALF-SECTio N W, F. REINFORCEIy�I�(f SECTION A -A CONCRETE TO BE CLASS A3 EXPANSION JOINT DOWEL SPACING 90' MAXIMUM DIRE TION OF I .1 9 M 11 1 I � r r• . ` M +4 X 18" D0, *ELS 00TH BAR o " C -C LOCATED AT ALL J014TS RW -3 SECTION FOR WALL "B" r 2+00 ® I+H)ICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT RECAARED. PG -5 NOTES= ' +, • DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN WAND ISGRE 0 QUAL TO R GREATER THAN 2 1 E . [141E ER E NTH 1!211 X 12" ASTIC WARE CLOTH.1/.,11 MESH OR GALY D STEEL URT N W L 0C A6 AL T BE LOC EDjAT ETi:R 0.03 6 C �,j��E OLrI „I� H' ``.1ER 4 FSH* HARDtARE CLOTH ANCHORED FIirE.Y TO THE AT THE BEGINWG AND END OF ALL TT NI OF THE CHarniEL. CHANNELS AND ON THE LOWER END OF EACH EXPANSION JOINT. ELEVATION STANDARD PAVED DITCHES VIiGIIA DEPARTMENT OF TRANSPORTATION Cz KEY PLAN SCALE SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL APPROVED BY GONG, THICK- NESS2' D CHECKED BY BKB DATE W 1/30/09 MAT SCD #1 REV 5 11/17/09 3' 4' S' 6` 7' e' 9' 10' 4 8/27/09 MAT MISG COMMENTS 11SIDE SLOPES 8/18/09 MAT Per Co. Comments 2 7/2/09 MAT 1' 1 0.536 0.648 0.759 0.870 D.961 1.092. 1.203 1.314 1.425 2' 0.851 O. 2 1.073 1.164 1.295 1,408 1,517 1.629 1.740 411 3' 1.165 1.276 1.387 1.498 1.609 1.721 1.832 1.943 2.054 4' 1.368 1.479 1.580 1.702 1. 13 1.924 2.035 2,148 2.287 2.366 5' 1,682 1.794 1.905 2.016 2.127 2.238 2.349 2.480 2,571 2,502 S' 1,997 2.106 2.219 2.330 1 2,441 23521 2.663 2.774 2.886 2.997 6„ 71 23.11 2.422 2.533 2.644 2.755 1 2..666 2.977 3.089 3.200 3.311 8' 2.625 2.738 2.848 2.9551 3.070 3.161 3.292 3.403 3.514 3.825 9' 12.940 3.051 3.162 3,273 3.384 3.495 3.606 3.717 3.828 3.939 1 10 ' 3.254 3.365 3.476 3.587 3.698 3.609 3.920 4.032 4.143 4.254 15:1 SIDE SLOPES ' S 0.823 0.734 0.645 O.Q58 1.087 1flt3 1.290 1.401 1.512 4„ 91 1.023 1.135 1.246 1.357 1.468 1.574 1.690 1.801 1.912 3' 1.424 1.535 1.646 1.757 1.869 1.950 2,091 2.202 2.313 ' 1.714 1825 1.936 2.047 2.156 2.269 2.360 2.491 2.5D2 2.714 5' 2.114 2.225 2.3361 2.445 1 2,554 2.870 2.781 12.992 3.003 3.114 ' 2.515 2.626 2.737 2.1346 2.959 3.070 3.181 13.293 3,404 3.515 Sol 71 2.915 3.027 3.138 3.249 3.360 3.471 3.582 13.693 3.604 3.915 ' 3.316 3.427 3,538 3.6491 3.760 3.872 3.983 14.094 4.206 4.316 ' 3.71U 3.63263 1 3.939 4.050 4.161 14.272 4.383 14.494 4.806 4.717 ' 4.117 1 4.228 14.340 4.451 4,562 14.673 4.784 14.806 5.0013 1 5.117 1' 0.719 2�1 SSE SLOPE 01830 0.941 1.052 1.164 1.275 1.386 1.497 1808 411 1.2 1.327 1.438 1.549 1.880 1.772 1.883 1.994 2.105 3' 1.713 1.824 1.935 2.048 2.157 2.268 2.380 2.491 2.602 '2.00 2.210 2.321 2.432 2.543 2.654 2.765 2.876 2.988 3.099 5' 2.596 2.707 2.818 2.929 3.040 3.151 3.262 3.373 3.485 3.598 13' 3.093 3.204 3.315 3.426 3.337 3.648 3.739 3.870 3,981 4.093 6.1 T 3.589 3.701 3.812 3.923 4.034 4.145 4.256 4.367 4.478 4.589 '4,086 4.197 4.309 4.420 4.531 4.642 4,753 4.864 4.975 5.086 9' 4.583 4.694 4.805 4.917 5.028 5.139 5.250 5.361 5.472 5.563 10' 5.080 5.191 5,302 5.413 5.525 5.636 5.747 5.858 5,969 8.080 NOTES= ' +, • DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN WAND ISGRE 0 QUAL TO R GREATER THAN 2 1 E . [141E ER E NTH 1!211 X 12" ASTIC WARE CLOTH.1/.,11 MESH OR GALY D STEEL URT N W L 0C A6 AL T BE LOC EDjAT ETi:R 0.03 6 C �,j��E OLrI „I� H' ``.1ER 4 FSH* HARDtARE CLOTH ANCHORED FIirE.Y TO THE AT THE BEGINWG AND END OF ALL TT NI OF THE CHarniEL. CHANNELS AND ON THE LOWER END OF EACH EXPANSION JOINT. ELEVATION STANDARD PAVED DITCHES VIiGIIA DEPARTMENT OF TRANSPORTATION Cz KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 6 1/30/09 MAT SCD #1 REV 5 11/17/09 MAT SCD #1 4 8/27/09 MAT MISG COMMENTS 3 8/18/09 MAT Per Co. Comments 2 7/2/09 MAT Per Co. Comments 1 5-15-09 JLK Per Co. Comments No. 1 DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE RETAINING WALL PLAN & PROFILE PROJECT NO. 5001 1382 109.03 C�4n 1 FA 08000M1>051t4 o -t wedn of t hol cokimms 4' MAX. T+Po1 (— :loot tirtl - wall Cam ITS STIV UZIAL { Nor* - Ho. 4 x 30"' al 6"" behind bearing Plate 1-typ-) �tl t Ott S>dl�il� �1=nI-tl� h r s+ud WWW F nt1R.uo i& throughout lap 6" *here tome."dl y WLT Sr.'alta., Kong! 10". 10" min - Ho. 4 - Ho. 4 ort. I' rt . tws bwhrn be-artrtq plate 8" C.I.P. � 4" MAKE ALL NAILS THE SAME LENGTH OVER THE FULL WALL HEIGHT WALL MIN. r— VDOT STD. PG -5 DITCH FINISHED GRADE CONCRETE LEVELING PAD - SOIL NAIL WALL (TYP. SECTION) NTS SOIL NAIL (TYP.) C-0textile Scale; Mone INPX � �� X 34" 'late mer hole dillr"ater rs j i4"s Ipr [err than bar- alometer 12, x 5.1 study (typo pa °alln strtp r fobtreatod raln, 9rc-te VC connector 1p� S h 0 r +6 co tructl n 'facing Geocomposite drain strip INCItIve 5011 PVC coctl P-tp Drain Brut eotettl ORMN TE DET., socle: None Nttd: orain Irate Installation shall nQj- �i t qeot xtll CIP cortcre-t la wail 112" Ex lcfn Joint Bind tarooker ---- 3Ox I PVI rlblbed watera+op Front face of wall L Not aWlied joint ,"ler UP"" ,IST M Scale: tone Notes: I. See wail alevat'lons for location of expanalon Joinf5 4E.Ili and construction joInfa (W) 2. ExpainsW & construction ,Joints not reQuired through shotcre+e constru flan focing, 3.r Ctyp'1 CP Concrete wcdl L U— Front face of wall I s�Dx 10 PVC dumbbe�l wote9rstop CONTIRACTION JOINT (CX '.Sccie.- Wore Proposed Grade Behind Wall Borehole Nates: 1. I nstaII Inclinometer appro)(imalet y 5 tt. hahind rear of pmp<7sad wail 2. Install Inclinometerwfth one set of casing grooves perpendicular to vial[ 3. Provide temporary fall prooection tc a low readings to be taken prior to permanent fen.e installation "'—ctive Cover iometer Casing it flings -..)m Cap SLOPE INCLINOMETER TO BE INSTALLED AND MONITORED BY OTHERS Slxntcrete---JUN 0 Searing plaits w 2centered fat a0" Q 6o& nal! with centered hof -j- 1 1 j jr�--- Geocomposlie wall drain 2- No. 4 COtlt. 0 6" centered[ at each not corrugated polyethylene "illnngg ImaxI !head t'a'i' No. ll 11x'1. #hread�td � r etQefi bar Sugar studs foulr 712 x 5 5116 L Seveled washer 2" Ciecfr # CO' concrete wail 1 8" Dia. augured OF reinfor 1rso !. hole m1rillmm pipcetl at U 011 CIP No. 5 C 12" each way W~ *We mesh: 4x4 VIl4.OxW4.0 togced o c.L.o'f shotare+a) $" 4" sm oft DE TAL Scolo; 14one Centrdla<ers p max. 10' Q.G. and provide Gaenntrr,llizers within from the -top & botom # drO hole Nail grout DewberrV Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 SEAL ®� s i.7l'a X40 . M K.B DIVER Lic. No. 034285 .l jlb� j®AIALT- KEY PLAN SCALE .f..e i s" Mn C�r11 )� U) 4 V MAT SCD #1 REV 3 MW ® CO 0 -0E o`! co VAT �* 1 7/2/09 A > Per Co. Comments T" Q� 6 BY Description U)' = o EW w Cz L E 0 Cu CO E �C`Cz SEAL ®� s i.7l'a X40 . M K.B DIVER Lic. No. 034285 .l jlb� j®AIALT- KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE RETAINING WALL PLAN & DETAILS PROJECT NO, 50011382 C-4. 1 A SHEET NO. I���1� 4 11/30/09 MAT SCD #1 REV 3 11/17/09 MAT SCD #1 2 8/18/09 VAT Per Co. Comments 1 7/2/09 VAT Per Co. Comments No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE RETAINING WALL PLAN & DETAILS PROJECT NO, 50011382 C-4. 1 A SHEET NO. I���1� q1 D e w b e r r Y' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797,4497 FAX: 434.797.4341 F Ll #-+ %to (n ♦ ♦ O ;OC .�.r C) CO i.C2 T- v C� _° W W L- _Cz C o (L) <r Cz E Cz SEAL 01- 0' ' 4P k ' I K. B NER Uc. No. 034285 S� fq, KEY PLAN SCALE HORZ. 1"=50' VERT. 1"=5' REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 UTILITY PROFILES PROJECT NO. 5001 1382 C-4.2 SHEET NO. M11 7 5/25/10 MAT SCD #2 REV 6 11/30/09 MAT SCD #1 REV 5 8/27/09 MAT MISC COMMENTS 4 8/18/09 MAT PER CO COMMENTS 3 7/2/09 MAT MISC REVISIONS 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 UTILITY PROFILES PROJECT NO. 5001 1382 C-4.2 SHEET NO. M11 A C 0 x x 8"-90 DEGRE BEND W/BLOCKING x 1 N 00 L4 O O z v; to 1 GREASE INTERCEPT R (SEE ARCH LAMS 7 l sZ' 0 1 0 0 R25' NEW EXPANSION i I i I 1 I i t i I I I' I I I I i t I $I i I 1 4" FDC ENTRY N36'43'30"E �, f`" " ✓ N7,3'4B�30" I� ' CH=286.04 ''~ ' 0 L=287.35 -� " - L=�� .13, p 0 R=868.81 -'' 1�-'- �5' '"�� R=45.00 Tan= a. a n ='47.5? STING WATERLINE`,s'(APPROXIMATE LOCATION)BERKMADRIVE SR. 1103_._ I �� I EXISTING 20' SANITARY I / SEWER EASEMENT ,Ln (ALBEMARLE COUNTY --""" SERVICE AUTHORITY) LO W N4612'06;E---260.00 ` 0 1 �, ``. z f 15' ELECTRIC EASEMENT M N (VIRGINIA ELECTRIC POWER CO.) l --- - 1 - - 30 ELE IC NT SSD \\NEW W ELECTRICAL NE TELEPHONE ENTRY ENTRY �wow•wcwwc CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. Wal art;': #1 780-09 � GREASE INTERCEPTOR (SEE ARCH PLANS) C-1 50E -GR -NO EXISTING 119,069 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX.) F. F. E. = 441.2 95 LF OF 6" SANITARY SEWER LINE @,8% REFER TO ARCH. PLANS) I MH -4 I 1 i i ► 81 I I H 8" -TEE 1 EXISTING 8" WATERLINE TO REMAIN W/BLOCKING (APPROXIMATE LOCATION) 1 8" TEE c-t-W/BLOCKING �3 w I LF OF 6" SANITARY -WER LINE @ 5.0% INV @ C/O = 435.76 56, 120 E �. W SS 105' SSP (Vp0/NqO� �- � f310 �? 341 EXISTING 2" WATERLINE DOMESTIC) TO 66' - (ARGINI ELEC IC P C0.) A o 01-1 � r mfi o i rn M al m t 1 sI d% m I 2-24 f ! "0 { n �f 1 f r p ! a y { f 1 iC,8s 1225 4❑ '.'.7 ,+`nc 1 d f 01f I �fIVD [a:' � o l ' P3 1 / i i[`� I ! �� 1 7 C C3 } t i c 24 ...__AXI ' G IRRIGATION` � IN ' METE AND,-Rpz to � REMAIN - a - �l---.I EXISTIN?j 1-1/2" BADGE WATER METER DOMESTIC) TO REMAIN 4k y ti ? ) fPOLE3a r SIGNAL s EASEMENT No.2 f (ALBERMARLE---- 1 CO., VIRGINIA.) ©o D �I / / a 4" 90 DEGR�E,-REND AND 2"X4" REDUCER ! ` / W/ BLOCKF4G6.- BANDG3URZMA DER TO EXISTING GC, 55' K NEW 1" WATERL�NE ICO ;{; k OF EX. 2 ALTERLiNE TO BLDG IN 1 cf ## UTILITY BOLLARp, A / 1 r�k$�k PLACE; DI4AN-AN9-PLk4G-EAEH-E&D S~ [ ii r SS;�fft, W SS WI/ 0 / f SIGNAL POLE f EASEMENT N( Iltf / d o (ALBERMARLE EXISTII0' SANITARY ER EASEMENT D) /f i f f fV� f / / f f, 0 1 $ 105' 6 105 , /0 , co xr r f \ EXIS TNG 20 SANITARY SEWER EASEMENT r \ (ALBEMARLE COUNTY CS 1 f 4' . SERV CE AUTHORITY) t co j ac XISTING 2 C�. r `��0'L ` f �LECTRIC I / co f ( l Z f f EASEMENT / / J 0 85' ELECTRIC 1VIRGINIA 03 w 103' / POWER CO.21 Clq SS r f l i j �_SS - SD --- - --- SD y1 Sl --- SG `y n �_ t_� /SD _ SS Cc at� �� 1 1 SD �� 9A, SS SS I SS SD ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. SEE DEMOLITION PLAN FOR INFORMATION ON EXISTING STRUCTURES. LEGEND UTILITY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. PROPOSED BUILDING 2. SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. PROPOSED VDOT STD. CG -6 30" 3• ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CURB AND GUTTER 4, CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO PROPERTY LINE ANY EXISTING LINE. 5, ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN w m W m m m. PROPOSED LIMITS OF DISTURBANCE SPECIFICATIONS. EXISTING CONTOUR ELEVATIONS 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL xxx PROPOSED CONTOUR ELEVATIONS CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH EXISTING RETAINING WALL NON -SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES NEW RETAINING WALL AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE 75 NEW VDOT STD. PG -5 CONCRETE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF DITCH (TOP OF RETAINING WALL) 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). -------------- NEW TRENCH DRAIN (BASE OF RETAINING WALL) 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. ® 0 EXISTING STORM STRUCTURE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED ® NEW WATER QUALITY UNIT PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. (FILTERRA) 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH SD EXISTING STORM SEWER PIPING AT 3000 P.S.I. NEW STORM SEWER PIPING 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. -OHE&T EX. OVERHEAD POWER &TELEPHONE 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. UGT NEW UNDERGROUND TELEPHONE-IN14. REFER TO ARCHITECTURAL PLANS FOR TIE OF ALL UTILITIES. LIGE NEW UNDERGROUND ELECTRIC/POWER 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE ALBEMARLE SS EXISTING SANITARY SEWER PIPE COUNTY SERVICE AUTHORITY WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. SS NEW SANITARY SEWER PIPE 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND V? EXISTING WATER/FIRE PIPING WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES W NEW WATER/FIRE PIPING AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. ---•-G- NEW GAS PIPING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CHAIN LINK FENCE 17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE 20 PROPOSED PARKING SPACES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL SYSL/4 CONNECTION OF SERVICE. `!2� ASSOCIATE PARKING SPACES 18, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS SWSL/4 AND SPECIFICATIONS. 19. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF CC- CART CORRAL ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR SHALL COORDINATE LOADING SPACES SHOWN ON THIS INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS l�DlNG PLAN FOR COUNTY APPROVAL ONLY ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO LOCATION AND AND ARE NOT TO BE STRIPED. SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. COO NEW CLEAN OUT 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE (OWNER'S INSPECTING AUTHORITIES. D1,11 DRAINAGE STRUCTURE INDICATOR WQ-1 WATER QUALITY STRUCTURE INDICATOR 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS M�{-2 SANITARY STRUCTURE INDICATOR OF PROTECTION, THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING, CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. ® GRATED DROP INLET X)(70 DIRECTION OF OVERLAND FLOW 22, THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR """,'`�--�'• W/ GRADES FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. CURB INLET SEE O.C.G.A. TITLE 25-11-7-(A). A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. SINGLE FIXTURE LIGHT POLE AND BASE 2 FIXTURE LIGHT POLE AND BASE 23. UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COORDINATED WITH CONSTRUCTION MANAGER. I FRONT UTILITY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE. 3 FIXTURE LIGHT POLE AND BASE 24. CONTRACTOR TO RELOCATE LIGHT POLE AND REPLACE LUMINAIRES AS INDICATED. CONTRACTOR TO SHIELDED 2 FIXTURE BUILD NEN! POLE BASE AND STUB WIRE AS NEEDED. LIGHT POLE AND BASE T 26, REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SPOT ELEVATION WV m GATE VALVE IN VALVE BOX WATER METER -�- NEW FIRE HYDRANT EXISTING FIRE HYDRANT *++ SENDS AND TEES (ALL SIZES) NEW MANHOLE CLEAN-OUT POWER POLE GAS METER ❑ TRANSFORMER PAD • PIPE BOLLARD O'O UTILITY BOLLARD 0 0 EXISTING TREES NEW TREES +CONTRACTOR .. Li 66'1,' r 79' A 8" GATE•.. OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR VALVE CONSTRUCTION GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE � l t NOT USSD (D ;r✓ I g NOT `` C - - SS _ SS MAT SS - SS EW SIAMESE FD W W _.._ W W / NEW PIV. NEW 4" WA NE. REDUCE TO 3' AT BUILDING ENTRY. INSTALL PER PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH Q} ALBEMARLE cCvOuUNTY SERVICE AUTHORITY REQUIREMENTS. r ! 104' VV _ PROPOSED LOCATION OF TRANSFORMER PAD. l (� 1 ONE 8" CONDUIT SHALL BE CARLON TYPE 'DB" DIRECT BURIAL ELECTRIC `•-/ • (� 104' 5 >� NOT USED �3 w I LF OF 6" SANITARY -WER LINE @ 5.0% INV @ C/O = 435.76 56, 120 E �. W SS 105' SSP (Vp0/NqO� �- � f310 �? 341 EXISTING 2" WATERLINE DOMESTIC) TO 66' - (ARGINI ELEC IC P C0.) A o 01-1 � r mfi o i rn M al m t 1 sI d% m I 2-24 f ! "0 { n �f 1 f r p ! a y { f 1 iC,8s 1225 4❑ '.'.7 ,+`nc 1 d f 01f I �fIVD [a:' � o l ' P3 1 / i i[`� I ! �� 1 7 C C3 } t i c 24 ...__AXI ' G IRRIGATION` � IN ' METE AND,-Rpz to � REMAIN - a - �l---.I EXISTIN?j 1-1/2" BADGE WATER METER DOMESTIC) TO REMAIN 4k y ti ? ) fPOLE3a r SIGNAL s EASEMENT No.2 f (ALBERMARLE---- 1 CO., VIRGINIA.) ©o D �I / / a 4" 90 DEGR�E,-REND AND 2"X4" REDUCER ! ` / W/ BLOCKF4G6.- BANDG3URZMA DER TO EXISTING GC, 55' K NEW 1" WATERL�NE ICO ;{; k OF EX. 2 ALTERLiNE TO BLDG IN 1 cf ## UTILITY BOLLARp, A / 1 r�k$�k PLACE; DI4AN-AN9-PLk4G-EAEH-E&D S~ [ ii r SS;�fft, W SS WI/ 0 / f SIGNAL POLE f EASEMENT N( Iltf / d o (ALBERMARLE EXISTII0' SANITARY ER EASEMENT D) /f i f f fV� f / / f f, 0 1 $ 105' 6 105 , /0 , co xr r f \ EXIS TNG 20 SANITARY SEWER EASEMENT r \ (ALBEMARLE COUNTY CS 1 f 4' . SERV CE AUTHORITY) t co j ac XISTING 2 C�. r `��0'L ` f �LECTRIC I / co f ( l Z f f EASEMENT / / J 0 85' ELECTRIC 1VIRGINIA 03 w 103' / POWER CO.21 Clq SS r f l i j �_SS - SD --- - --- SD y1 Sl --- SG `y n �_ t_� /SD _ SS Cc at� �� 1 1 SD �� 9A, SS SS I SS SD ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. SEE DEMOLITION PLAN FOR INFORMATION ON EXISTING STRUCTURES. LEGEND UTILITY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. PROPOSED BUILDING 2. SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. PROPOSED VDOT STD. CG -6 30" 3• ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CURB AND GUTTER 4, CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO PROPERTY LINE ANY EXISTING LINE. 5, ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN w m W m m m. PROPOSED LIMITS OF DISTURBANCE SPECIFICATIONS. EXISTING CONTOUR ELEVATIONS 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL xxx PROPOSED CONTOUR ELEVATIONS CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH EXISTING RETAINING WALL NON -SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES NEW RETAINING WALL AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE 75 NEW VDOT STD. PG -5 CONCRETE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF DITCH (TOP OF RETAINING WALL) 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). -------------- NEW TRENCH DRAIN (BASE OF RETAINING WALL) 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. ® 0 EXISTING STORM STRUCTURE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED ® NEW WATER QUALITY UNIT PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. (FILTERRA) 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH SD EXISTING STORM SEWER PIPING AT 3000 P.S.I. NEW STORM SEWER PIPING 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. -OHE&T EX. OVERHEAD POWER &TELEPHONE 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. UGT NEW UNDERGROUND TELEPHONE-IN14. REFER TO ARCHITECTURAL PLANS FOR TIE OF ALL UTILITIES. LIGE NEW UNDERGROUND ELECTRIC/POWER 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE ALBEMARLE SS EXISTING SANITARY SEWER PIPE COUNTY SERVICE AUTHORITY WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. SS NEW SANITARY SEWER PIPE 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND V? EXISTING WATER/FIRE PIPING WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES W NEW WATER/FIRE PIPING AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. ---•-G- NEW GAS PIPING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CHAIN LINK FENCE 17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE 20 PROPOSED PARKING SPACES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL SYSL/4 CONNECTION OF SERVICE. `!2� ASSOCIATE PARKING SPACES 18, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS SWSL/4 AND SPECIFICATIONS. 19. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF CC- CART CORRAL ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR SHALL COORDINATE LOADING SPACES SHOWN ON THIS INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS l�DlNG PLAN FOR COUNTY APPROVAL ONLY ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO LOCATION AND AND ARE NOT TO BE STRIPED. SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. COO NEW CLEAN OUT 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE (OWNER'S INSPECTING AUTHORITIES. D1,11 DRAINAGE STRUCTURE INDICATOR WQ-1 WATER QUALITY STRUCTURE INDICATOR 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS M�{-2 SANITARY STRUCTURE INDICATOR OF PROTECTION, THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING, CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. ® GRATED DROP INLET X)(70 DIRECTION OF OVERLAND FLOW 22, THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR """,'`�--�'• W/ GRADES FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. CURB INLET SEE O.C.G.A. TITLE 25-11-7-(A). A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. SINGLE FIXTURE LIGHT POLE AND BASE 2 FIXTURE LIGHT POLE AND BASE 23. UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COORDINATED WITH CONSTRUCTION MANAGER. I FRONT UTILITY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE. 3 FIXTURE LIGHT POLE AND BASE 24. CONTRACTOR TO RELOCATE LIGHT POLE AND REPLACE LUMINAIRES AS INDICATED. CONTRACTOR TO SHIELDED 2 FIXTURE BUILD NEN! POLE BASE AND STUB WIRE AS NEEDED. LIGHT POLE AND BASE T 26, REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SPOT ELEVATION WV m GATE VALVE IN VALVE BOX WATER METER -�- NEW FIRE HYDRANT EXISTING FIRE HYDRANT *++ SENDS AND TEES (ALL SIZES) NEW MANHOLE CLEAN-OUT POWER POLE GAS METER ❑ TRANSFORMER PAD • PIPE BOLLARD O'O UTILITY BOLLARD 0 0 EXISTING TREES NEW TREES +CONTRACTOR SHALL CONTACT (MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION Dewberry" Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797,4497 FAX: 434.797.4341 UTILITY LEGEND 4--+ (D8' SANITARY SEWER LATERAL. 5/25/10 MAT COORDINATE WITH ARCHITECTURAL PLANS. 7 O GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE � l t NOT USSD (D ;r✓ LITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. NOT `` C CONTRACTOR IS RESPONSIBLE FOR COORDINATION MAIN GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS O ONE 4" CONDUIT SHALL BE GARCON TYPE "DB" DIRECT BURIAL MAT MISC COMMENTS TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL O') MAT WIRE OR PURPLE PROPYLPOLYETH'yLENE ROPE WITH A MINIMUM 3 NEW 4" WA NE. REDUCE TO 3' AT BUILDING ENTRY. INSTALL PER PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH Q} ALBEMARLE cCvOuUNTY SERVICE AUTHORITY REQUIREMENTS. SHALL BE 24'. INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH ! MISC REVISIONS INTEGRAL 'BURIED CABLE' WORDING, 12- ABOVE CONDUIT. (� PROPOSED LOCATION OF TRANSFORMER PAD. l (� 1 ONE 8" CONDUIT SHALL BE CARLON TYPE 'DB" DIRECT BURIAL ELECTRIC `•-/ • (� DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE 5 >� NOT USED PROPYLPOLYE'IHYLENE ROPE PITH A MINIMUM PULLING TENSION OF 100 POUNDS. F O C3 THE MINIMUM BURIAL DEPTH SHALL BE 2r. INSTALL AN ORANGE DETECTABLE to� T HAZARD TAPE WITH INTEGRAL 'BURIED CABLE ' WORDING , 12` ABOVE CONDUIT. IS RESPONSIBLE TO COORDINATE WITH THE ELECTRIC OCONTRACTOR COMPANY FOR THE INSTALLATION OF OVERHEAD/UNDERGROUND ELECTRICALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD Q U LINES. CONTRACTOR SHALL COORDINATE THE TYING SWEEPS WITH A MINIMUM BENDING RADIUS USTED IN THE NEC. NO MORE ui OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY. CONTRACTOR TO THAN (2) 90 -DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINTS, OR COORDINATE WITH ELECTRIC COMPANY TO INSURE PROPER SEPARATION A TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS, PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OF BENDS BETWEEN OVERHEAD LINES AND UGHT POLES. REQUIRE ADDITIONAL BOXES. O< 3" DOMESTIC WATERLINE ENTRY WITH METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR SHALL BE I- RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH ALBEMARLE COUNTY SERVICE AUTHORITY. 8" SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL 1 T ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE (INSIDE BUILDING), IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER COMPANY SPECIFICATIONS. PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED, EXISTING REMOTE GARDEN CENTER UTILITIES PIPE BOLLARD. Dewberry" Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797,4497 FAX: 434.797.4341 SEALLT OFA o V_ B IC. B R • Lic. No. 034285 �aIVALG KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so ( IN FEET ) 1 inch = 40 fL. MAT 4--+ 8 5/25/10 MAT SCD #2 REV 7 11/30/09 MAT SCD #1 Rev ;r✓ 11117/09 MAT SCD #1 5 C0 MAT MISC COMMENTS rrj am O') MAT PER COUNTY COMM 3 % C: Q} 2 6/8/09 ! MISC REVISIONS 1C 5/15/09 MAT PER COUNTY COMM. 0 CO= • (� .� 5 >� C3 to� T c = Q U W ui C3 criN O< I- v Cz Cz SEALLT OFA o V_ B IC. B R • Lic. No. 034285 �aIVALG KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so ( IN FEET ) 1 inch = 40 fL. REVISIONS MAT DRAWN BY 8 5/25/10 MAT SCD #2 REV 7 11/30/09 MAT SCD #1 Rev 6 11117/09 MAT SCD #1 5 8/27/09 MAT MISC COMMENTS 4 8!18(09 MAT PER COUNTY COMM 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS TITLE UTILITY PLAN PROJECT NO. 5001 1382 a SHEET NO. � MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE UTILITY PLAN PROJECT NO. 5001 1382 a SHEET NO. � F E N 0 1 J ,, / / I r - --�_ __,__,:�*-__Z��_ �- -_ _�__,- J,-,; ") /.,/ - _,t, / i ,1 \.\\ j / �,/ / / �\ v > > / �, J i r I`II'�`� Ii i ' t 4 i illl 111`I1,L11 I! III 1 1`'f � ''W011+lI — {! tx y Ii 1 "111- �lII✓ )I' ' }III _' s', I` 1_ JJ II - , f, r tt /I I } ' �� I f ,JJ � �l f l�f( RETAI N I N VVA -LL-"' -"' -'� f= j !+ - 1// 4 ( it J`r-.4f1' lrI Ii / � � , r l r' 1 i 1 f ll/ i' , i�//// J/.1 + �1. l I 1,/10 I (I�/ �' tj i1,I, 4, 1 J//'/ I /;/1 f 1 h, ''�� , J 1 II t-1r�,11 J1/ W ,, , L,7-1/ r.11l I( it JJ��I1' ,{l t�I !!fir l(;`l 1, I1` r IS I (I; II '1 Q 1° r ! Il 11}I !II }11 I,11 1i � 4 1 ' IIIw-j 1,x',4 (I, �, } I 1 k'T 1 )rI( { I .p IF41 iljil/!� 1)I a3 I ! 1 li1l 111,11, 1l;fC `i '';/ 11 4 I IllI l I I I lt+. \1._ L��"' T 1 Hi 111• \ \\ 'Ir ­,i4i• ` j t `Jt 1l//t i l �III�fJ ', /,)/,r /f1, f I ' // I ;1,11rrr- jr 1 / 1, 1'I`llilil ill •� ` f /,II,I`i:i'11 ! , iFl.' i 11j 1 11flisrlj11­111111l I 1 L I I 11 j{ 1i 4H f i/ ,l I; tlf 1,11tI 1111 i i1 f .i _. /`/,r1t j1t / fle ! 1 I , I!t �(. 1,11 r Ili//,' 11;1!1 , r I,/11It !! I (t yrl, / //, !// I,r 11'(11( r, fl , ' ,1 1 fI1lI;I • ;! f� / jj,! _ I ]°a I �' 1 I'llI ` /,Iir 1 I t!l}110 '11, 1 T,l , `E 1 1 '11,'Il ,f/, / 7 ! (1lI�I,IIt I , 1!;l ? i, II Ift1Il11,, !I'II i 1"'1l`l,lir ill 1 /, � & ), !1`,111 f'/1,,// 11( s' 1 //1 p/' IliIII loll/tri j i 1,` r ,,,, Il'oili 'lf, 111 € ii , I ! 1/ II",; � I OFF- E��1l t 141,6 '1� ',`1tI'111i1 i! I II DRA A�r Is,RE,1h Ilfi 11rl'IF / } �"'0. 11 /1{1rl,/11+ I1`l'/j///f 1 I \i jt l( P!/ i'(1 1i it t ! 11/ I /�� i1',li It11+;I; IjJflI+l1fj//1;,+' itf itll(llE i' 1rJr,,lJ1I" 1 t', ,5 I } 1/// /I/• //// i/lj'' -I ,, ////,///, I r' li 1/ 1 '%l }i % 111 t fIl' ' /t"I { � (1 k1 /11// 1 // i i Jft Ji t / ` 'l 1 1 (1 =% , !t L7 I—, l fl/ 111 Jii!jjj /�l11111 I L :I 1 , 1 tj 11 } I 11/ /l/l fl'1/JA/`1771 \ I ��/1 i Il/ /l/l 11/l r /li I ' i( I /l; /l/l //l/ iJ '/iol/' } i 11 I 1tn 1 /; //.0 /l J% t {1 6� `\ ] - 11I:- ° " rri + r s - JJ a /�,!'1111/� 1` JI 1 I,.11 r ,i 1 / lfl r/ I r ? •. �' I'l,' i,Il 1111/ I.;"-"\ .., .\ � _ st /;?/ ill'il1J l!1/ 111j11l1t 4 I� ' I (( I 'I 'I tI go 111 ! I {II;I I -,} 9 i / 11)1;111 1111! II I II a \ 1 ,if !III 1)11 III ,;i 1V4 j i 1 ll111 il 'I; I ,i: 1 I I,i ; 11 it Is I ,11,1'!1 11I ,lljl � € ", I 1 / ��I. 111 1I1j1//`fil 11. 11 / . I/ l )ll,.i/, I o 1 777 ' 1,1J t\'t Il:I\ `_ 4 i111f11 lit \t; l�,, \ 1J ! 111! it 11 1 1 \, [Jq! /j� 111, 1� �`� j 1 \ \ `\ ' s',ti ''. •, r. l "-\ , - - \ c�, ! I ! \\' \ , T� �JY 1 r' 0-f ' % ) I 1 1 \t SS / ;� } ,' , s 11 .L —.5`46' 1'24.6 /� iii ' ,c• a -- 0 _ -- _ r wi� as s-• r a I� ♦ o11 — $i ♦♦♦ ♦t♦ w .� ♦6 .- l180l1 -. -� ♦ •�♦-..mac.-��r�..-.-. .. _ . - , �H♦♦♦♦�h a ♦1t ,.. ♦t♦ 6♦♦♦ ♦♦♦ ♦V ♦ C♦ 4 F ! ♦♦♦ ♦ 3 ♦ v h t ♦ ! Gr♦ ♦ .4 . ♦ � t � c- o ♦ o ♦ 4 'I ♦ t 8 1 ♦♦♦ o♦♦ it♦ ! ♦ 8811 ♦ ♦ ! ♦ . o♦'i' sa ♦ w ♦ ♦ ! ♦♦! A. .. ♦ • .... ! 4♦♦ III` ._!. .�v .'v�-..._ 4✓. ..♦. A�...i.♦.A♦ .♦SSI � !♦ ♦ . I e ♦ T D i ♦ .�.♦ w c w a♦ ♦� ♦ e II ! ♦ - 4♦! bt ♦.. s.teoo ♦♦. isa ♦ oeai ♦o.♦ ♦♦♦t ♦♦ a .♦. l... 10 -w *•♦t♦ e a ♦. ♦ 1111 a ♦ 4` v ♦ e♦ AS o �.o G s♦♦♦ ♦! it c ♦ ♦ C w ♦ i,♦ ♦ Q m .--.- . — ,.ro.•.a•-r +•.�•" 4b i♦! ! ♦ ! #♦♦!, tib 6 't ♦ R rr .� � � ♦ A G♦ T F♦ •. ._ _. __. ,_-_ l.a�1.'♦aft H 4,,y.+'ar*bd4e♦i♦♦fAj�rye±♦�♦.O_�..♦.G.♦.♦:.! �3;,1.:-L?..w�♦.�w «.0♦i,"a'-.1�...♦G ♦,♦_t..L.♦.♦.!.?.i -+►.♦ �..O �,d,,.id►`-'►a�►.iif�3l+►. ♦:,�9♦ ,.j r r a .i a t .♦ .•-- — yg a.S t,,.r .f \',r �j _�.� �► �'� -'moi- i►, .- a wr ' l�•'.;f �. t J w i .n l J s'`` c I s I _7J `--�E -_ � t i I i �� ,r ,r t.. l r, '' -- Il IPI ...,_.—_ i ! , ; . , l _ _ . _ �. � � -' IPI / �`, _ � � � � ' � 1 �� �, � � i �. / / / EXISTING BUILDING FOOTPRINT � r� , ,.' �' f II RETAINING WALL B t \ 11\ fi- // /, t %I 1,1 1\t r : �%� ` �- _� � � � � DI -111 I `� ' �,', / l'r I TRUCK DOCK I �r: 1 i 1 ___--� , / - EX -15 I f „ ST , , , ; i V,', IAF DRAIN PROTECTION. � �p C ' ' , Ii�J ! , " o, r t,,,/ Al - - }� : < ' SEWER r 1 1 ; \ _ - 1 r I �` 4 ' +"It -r` , I 1////r !h I� �` �l ! (REF, ARCH PLA �.' ,1,�, \. _ a� I s r' I I ,q 11 \ � i- t :, r i lJ /ill �' , 111ip / 1 J/f ? 4� �y !, MH -1 III r ' 1� /JJ� I a r % �.QfO ' I E \ I I'i ! I! .1 \ a Y s r /M e f' I a j I I , \ -- 5 4j ---•__ 'll i- / 4 s9 g - y P1 [\JV✓1 ; i.{ ! 1 , V I I,11 , _ MAI AIN UNT 11'; �� `- 4 - _ 3, r I 1 1111 ; I , ,; 2 $ CONSTRUCTION 0 ' i/1+ Ir i \` i\ ` , - f__ 11 r '- MH WITH COVER t i f �IIi��I I ', 1I 1 '�, �S COMPLETE. i! 1 ,/ � Q I IIIII j �! i % ^ r I � J'.. I IBJ `i f i �3_ J f ti. f t I I -s i. it 1 '', d r � Ii1' i 1 I' i 'l ; , J t j 11 i■�IN , -_. Iflr' 1 ; �; VTO BE INSTALLED I DI 1 C -_ 11['1J //l I =ALONG ENTIRE LENT f ; f I 1; ! a lr OF TRENCH DRAIN. I 9 I . " ,- _ _... .. f % I � E ' \ , I i - _._� __-__ 1 1 4 I I / .'' 1 ' i 1 'IX ! / 1 II ! ! f r i ! ! /, IR5 ii EX-� 7 ; F IR5 I ,' '.; ,fes __- I . , I / �, I , _ t i 1 ,�, Yr: 11 � . I E;� APPROXIMATE SOIL BOUNDARY j . ` ; , / j1 - "� I I / r I 1 // II I ' 7 I - ' ' 0�fl 1 _73 D RAI NAGE AREA 'A' 1' I i' y _-` -_ 4 r I (� 12.96 acres ,, T ,, I i }'11- 276 ' I �i _ -- 7 ( . , 4 'i 3 I , I ' i I Cr `" l F �-- r� _ 11 :-,. .,.�: �_. , I tI " ' �• , f.. °: f _...- i I" ...: e ? , ,-` Vii. .. ! r ---- ---`_ -___ _.-- ,\­ I I + `.-'-•-- CD z l� �,.. ....__ J I a ---� . , I, - i �'. t _____. i \ - —......r ._. ' ',��i.-,:- ..- -e•��z _ _. �— _ _ .. _ - .- uu"sem-ti..:�•'i *..'L rte..,.. ....rw v:.� u*e.-s:,l;-. '' I \ I - �l ('\ �e , ,, / I r 1/` r eil _ -` 14 1 r 1 f \ u \_ � .__ _._ __. _ --_ __ I -11 _ ._, __ _._ - _r / - '.- I-,--- __ - ___ - - - - / Al�� '__ _. - _ ' _. x _ __.. - KK,! M , - _� _ _ rte. - A / c5 t 11 IRS �. = � � - !" ,' 1 4' f ' - ------,- i l I f / r.x CB -4 ' -11 ._ _ '� -4 - I 1 SD + . ��C//j(ytJJ�1-11 A gi /j/ Ili % r �, ym, �, .:...� Ytl -- — � 711 1 NllY ���- ,a _ �.� _,r1. `— ,....,� ��, — — i Al I i} / 1 JJ 1 t r i %\ 4' � \ -1 � r �' tl f i r � / / //r / / �/ / / F� )i / \ - _* 'I I/ , _-, I - 11 1, I. �Q� � // I 'I, \ \ ISO, Ir5lr (D , I i 000 / ,7 \\tea •.�, II i //f •�_. , y \ \y _ �. 3 I %/1t ffJ 11 j/l Jj J v' �l %\ \ -- y -- ..,.__ /.5 ' / ! . r f / ` I / � 6O \ (� JI11 `X CONTRACTOR SSIiALL \S��{J((�(7/}jJ - I 93D I / , _ / ,{ \ so \ TAKE NECESSAF '� �*`�°� A ' � _ _ I ) /` `/ -' ? r - �� - PRECAUTIONS T �'° i _ I, f`-, f` ,/ ,° r PR©TELT EXIST;NG, �`''�{ ` , 11 !/ 1 / i `` � TREES IN EXISTING, / -- ' /` / I ` / r ` i 1, ! _ cry '\ \ LANDSCAPE ISLAND (TYP.) I I so I Y / 1 i I /R 1 _- "r 1/ ' �� _ %I I r I �l 1 _ I O \ -� ` �4� '� O I Jn1 r I '/ ' \'57 \ \ `` \ ` 1 / i \ / / I / } -,r ''`. III/ ' I W J'--_.. ' Zg d \ \ 1 `. , •,�, , I' 1 �s f4 II ` I � f, 1 \• / OA/ ]n rF \ ry f \ ,� �;7 1 \ \ I / � M / I 1 \ \ \. \ \ \ \ \ � \ \ 1 _- .4 1") i1fJJ! it, 1 I I 1 � r --r- \ \ \ / \ , I �r / / 1 \ \ \ 1 > % , � Illi 1 1 i t \ � \ -11 ; / ! i 1 /J / I, / 1111/f! IF / r 1 1 � r — � \ DIST BANCE g \ �. - . I ``, �� �! \ 1 I 1 2.2% /�/ /° I; I' .,1111ill, I l / I I I / LIMITS OF , ( - 3,g ,---,.._ \ \ I � I J� 1 / / '-'/�'ftJ l l� * l t,1 i j d ,/ r mss- 0!- lo �, ; x _. \ �. r ,` \ 1 i 1 (h I \ } f � JJ IFl y 5 / e _ _____ `- ` \i° <` '11�1 --- __ '- 5D �SD �� = S -i-� SD ,.. I —I —i/SD _,_ \ �S� —� s - _ ti i I ! 1 �, _ ___._ _ j I �. _ __ _,__ — \ E31 ' \ T 0 r' _ - { -~-~-- SS - ,♦ __I ` p __- _-__ /- Sv _ j 2� acres 4 `— — ` - _ . % , ( 1 X - t t \ 191 - ��� j , , ;�� - `:y.� s % % e �� I— - i-,- _�� __ - �.���r -, \ r e \ \ \ � \.' \y \11-11 ! \ \ `\\ \ \ \ \ BEST MANAGEMENT PRACTICESr SEQUENCE / /� / 11 / � ' 7 I 11 - n r 4 r.i — H }_ - rMR-�- OHE V f�� 'j I _ � Ems— QHE - - 1 Y ^ \ RA,II��AG`� ARE ' �\ �\ .S`\ H'H,/AY\ 2\ \ \ \ \ \ \ . \\ \\ 0.11 acres \ ` , \ \ \ \ \ \ \ \ \ \ $$ I \ ! \ \ \ \ \ \ ��, \ \ \ \ NOTE: Upon implementation and installation of the following areas: trailer, parking, lay down, porta-potty, wheel wash, concrete washout, mason's area, fuel and material storage containers, solid waste containers, etc., immediately denote them on the Site Maps and note any changes in location as they occur throughout the construction process. In addition, note all areas where fill is imported from or soil is exported to on the Site Maps, PHASE I - 1. Install SWPPP information sign. 2. Install inlet protections on EX -1 S, EX -16 and EX -17. Only underground inlet protection is allowed in active parking areas. 3. Prepare temporary parking and storage area. Halt all activities and contact the CEC to perform inspection and certification of BMPs. General contractor shall schedule and conduct the stormwater pre -construction meeting with the CEC, Wal-Mart Construction Manager, Agency(ies) and ground -disturbing contractors before proceeding with construction. All exceptions noted on the BMP Certification form must be added to the first Daily report; as a deficiency or deficiencies and resolved within 24 -hours. BMPs CAN NOT be certified if any exception requires greater than 24 -hours to resolve. Daily inspections and reporting using the SWPPP Management Tool must start the day of or immediately after BMP Certification. 4. Install inlet protection at all storm sewer structures as each inlet structure is installed/modied . 5. Relocate existing transformer, install conduit for electric/telephone services, install storm sewer sections between MH -10, DI -11, MH -13 & D1-14, begin construction of the new 20 ft. fire lane and retaining wall "B". 6. Begin construction of the new retaining wall "A" and the addition to the existing truck dock removing pavement, curb & gutter, storm sewer pipe and storm structures as necessary. Construct concrete ditch adjacent to wall "A" and install DI -5 and associated piping to CB -4. 7, Install. Sanitary Sewer line at the northeast corner of the building adjacent to the truck dock. 8. Complete retaining walls and truck dock expansion. Install 18" storm sewer line, all associated Nyloplast drains and trench drain adjacent to retaining wall "A". Install new pavement around truck dock and construct the new truck exit and all associated curbing and storm sewer. Replace top of storm structure DI -14. Install permanent stabilization (Sod) and landscapinz in these areas as shown. LEGEND GENERAL EROSION NOTES SITE FEATURES iOA0 MILES TO NAMED FII .NM Wp' A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS ---- S01'53'43�'E SOUTH (FOIL F�NANA RIVER DRAWING ("SITE MAP"), THE STANDARD DETAILS, THE PLAN NARRATIVE, . pEZEERV R f"iGR'/ V9l a r, S 7 WP ATTACHMENT INCLUDED IN SPECIFICATIONS SECTION 023 0 ("SWPPP"), ( ) , \ \ CO \\� t,\ ... f� PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. -� �� -- x�.° -�-- _-:,. -- pp , ^Y B. R ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM TO THE SOUTH FORK RIVANNA RIVER \1 APPROX. 0.40 MILE NORTHEAST t J t sx WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE 93D ... .. , .. .;fi. .. X{mac. .. t;... T A POLLUTION TI N P AND TH ORM WATER OLLUTIO PREVE PLAN A E STAT OF S 0 A E SS .: WE` „.: ........ ... "� N� VIRGINIA NATIONAL POLLUTANT DISCHARGE ELIMINATION ---{� S'S ,, a - SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARS xYu�pM w , •. : v t. f.' ' W{ T N WITH THEIR CONTENTS. H O TS. smoommo a t ter. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY- R - -', :r, t {•* THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED XXX �£r , +�', �rx , AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED a11, + y 11 71_11� {..1111 $ z�_ ALL PHASES OF CQNSTRUCTION, FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM - ; z ` x;; l rI D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE, 4` STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS TO FEDERAL, , ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ,`$ ,♦ `N ,-"' �,•: APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTS ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION 20 BY PERMITTING AGENCY OR OWNER. PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. r; ; �1 z 1 r �' n\ ` t r E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS s ­;* t ':, ,.a`' CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS `------------ STOPPED FflR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED. THESE MH MUST BE MAINTAINED ON SITE AT ALL TIMES.11 t'(')}�I'�'7 LL11JJ V ' ` `` '' `- F. ' CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. DR AS REQUIRED BY THE GENERAL PERMIT. 191 USGS QWADRANGLE MAP Q. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SD PHASE 70 REDUCE RUNOFF VELOCITIES AND EROSION. AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE ' Lw S01'53'43�'E 1 ��\ \\ \�'�CL`�� . GH=43.96 L 4.93 \\ �� \ STORMWATER OUTFLOW \ \ CO \\� t,\ R=45.00 \ \ � FLOWS INTO MS4 SYSTEM THAT FLOWS \ \,p \ '. ? , ` \ Tan= 5.19 „� =58 8 27 '\ , TO THE SOUTH FORK RIVANNA RIVER \1 APPROX. 0.40 MILE NORTHEAST \ \- \, \ \ PHASE II - ' 1. Temporarily seed, throughout the current limits of construction (see phasing plan) denuded areas that will be inactive for 14 days or more. 2, Reconfigure the top and box for CB -4 and install new underground detention facility and associated piping. Remove existing pipe connecting CB -4 and EX -14. Install MH -3 and DI -3A with all associated piping.. Replace existing curb & gutter in areas pertinent to the current limits of construction. Contractor to ensure existing landscaping that is to remain is protected, Install Filterra Water Quality Units as shown on the plans. . 3. Permanently stabilize any areas to be vegetated. 4. Construct new Sanitary Sewer including MH -2, MH -3 and MH -4. Construct new water line extensions, 5, Prepare site for paving/overlay in sections based on the current limits of construction. (see Phrasing Plan) 6. Overlay asphalt pavement in areas pertinent to the current limits of construction (see Phasing Plan), 7. Install or adjust appropriate inlet protection devices for paved areas as work progresses. 8, Obtain concurrence with the Wal-Mart Construction Manager that the site has been fully stabillized then: a. Remove all remaining temporary erosion and sediment control devices, b. Stabilize any areas disturbed by the removal of BMPs, and c. Ask the CM to contact the CEC to complete the CEC/NOT site inspection report. 9. Continue daily inspection reports until the final daily inspection report, marked ready to terminate permit', is signed by the construction manager and submitted via the SWPPP management tool. NOTE: The General Contractor may complete construction -related activities concurrently only if all preceding BMPs have been completely installed. BMP -related steps in the above sequence are italicized for clarity. PER THE SPECIFICATIONS, CONTRACTOR SHALL ONLY EXCAVATE LIFTS WHICH CAN BE COMPLETED IN THE SAME DAY. EXCAVATION OF NEXT -LOWER LIFT SHALL NOT PROCEED UNTIL NAIL INSTALLATION, REINFORCED SHOTCRETE PLACEMENT, ATTACHMENT OF BEARING PLATES AND . NUTS, AND NAIL TESTING HAVE BEEN COMPLETED AND ACCEPTED IN THE CURRENT LIFT. SIiE LOCATION MAP MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 11111=11111111111 cc FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES, -_ H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT —OHS&T N. CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. UCT I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS UGE L�!Iklc SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND 93D SOIL TYPE: CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. SS J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND S'S ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION xYu�pM w v OPERATIONS 15 PROHIBITED. 0 ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES 'COO W K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL PER COUNTY COMM. FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZA11ON OF THE SITE. BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED --ti^.,,-- DI -11 FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM - T WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE, BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED Lo� OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION 20 Q-,� PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS 02j cocV STOPPED FflR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED. THESE MH 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST REQUIREMENTS. SIiE LOCATION MAP i i i' i iFab -i CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. cc DISPOSAL SITE ADDREISS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO.: aIe N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS $$ SOIL TYPE: UDORTHENTS, LOAMY PERMANENTLY STOPPED SHALL BE SODDED /LANDSCAPED PER PLANS. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST L�!Iklc IMP MAINTENANCE EROSION NOTES 93D SOIL TYPE: WATT CHANNERY SILT LOAM 111111111111111111110 411111111110 I) CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE MISC REVISIONS ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, 1111110*11111111killcm. GRADING PLAN ANDJOR LANDSCAPE PLAN. v AND 1N THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE 0 ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES 'COO MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED 5115/09 ONTO ROADWAYS OR INTO STORM DRAWS MUST BE REMOVED IMMEDIATELY. PER COUNTY COMM. FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZA11ON OF THE SITE. m o DI -11 ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED T � BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS P. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED Lo� OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND d FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST Q-,� REPAIRED IN ACCORDANCE WITH THE FOLLOWING: MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE Cc cocV NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT MH 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED REQUIREMENTS. -2 OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. Q. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING Elfflowl "i. MEN PHASE 70 REDUCE RUNOFF VELOCITIES AND EROSION. )(--�--3�► 2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE E THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, R. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, WATERED AND RESEEDED/SODDED AS NEEDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION, 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD S. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP (DRESSING OF THE TEMPORARY PARKING AS T. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFT AREAS ON THE SITE MAPS, CONDITIONS DEMAND. INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. 4. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF U. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM DEBRIS, ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC 3111:11111 XIIIIIIII PRODUCTS AND/OR HAZARDOUS WASTES. STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN EXISTING BUILDING FOOTPRINT EXPANSION BUILDING U 1NG FOOTPRINT n PROPOSED 0 CG- vD ISTD 6 30 CURB AND GUTTER PROPERTY LINE PROPOSED LIMITS OF DISTURBANCE EXISTING CONTOUR ELEVATIONS PROPOSED CONTOURELEVATIONS VAT; NS EXISTING RETAINING WALL NEW RETAINING WALL NEW VDOT STD, PG -5 CONCRETE DITCH (TOP OF RETAINING WALL) NEW TRENCH DRAIN (BASE OF RETAINING WALL) EXISTING STORM STRUCTURE NEW WATER QUALITY UNIT (FILTERRA) EXISTING STORM SEWER PIPING NEW STORM SEWER PIPING EX. OVERHEAD POWER 8, TELEPHONE NEW UNDERGROUND TELEPHONE NEW UNDERGROUND ELECTRIC/POWER EXISTING SANITARY SEWER PIPE NEW SANITARY SEWER PIPE EXISTING WATER/FIRE PIPING NEW WATER/FIRE PIPING NEW GAS PIPING CHAIN LINK FENCE PROPOSED PARKING SPACES SYSL/4" ASSOCIATE PARKING SPACES SWSL/4" CART CORRAL LOADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. NEW CLEAN OUT DRAINAGE STRUCTURE STRU TU E INDICATOR WATER QUALITY STRUCTURE INDICATOf SANITARY STRUCTURE INDICATOR GRATED DROP INLET DIRECTION OF OVERLAND FLOW W/ GRADES CURB INLET SINGLE FIXTURE LIGHT POLE AND BASE 2 FIXTURE LIGHT POLE AND BASE 3 FIXTURE LIGHT POLE AND BASE SHIELDED 2 FIXTURE LIGHT POLE AND BASE SPOT ELEVATION FLUSHING. V. SEE PHASING PLAN FOR TEMPORARY FENCING AND TEMPORARY FRONT DRIVE yMy LOCATION AND SEQUENCING. D4 GATE VALVE IN VALVE BOX W, REFER TO 02370 SPEClFlCATION FOR RUN-OFF SAMPLING/MONITORING WATER METER REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. 4 - NEW FIRE HYDRANT X. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH -- EXISTING FIRE HYDRANT EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. V T4 T BENDS AND TEES (ALL SIZES) 0 NEW MANHOLE CLEAN-OUT �' POWER POLE GAS METER TRANSFORMER PAD • PIPE BOLLARD O� UTILITY BOLLARD 1111 11 •'• • � i • '• ESTE � • I i i i' i iFab -i r - • . ®®®®M®U0 DISPOSAL SITE ADDREISS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO.: DISPOSAL SITE PERMIT NO.: BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: $$ SOIL TYPE: UDORTHENTS, LOAMY 91 SOIL TYPE: �����®® 93D SOIL TYPE: WATT CHANNERY SILT LOAM 111111111111111111110 411111111110 I) (15-25% SLOPES) MISC REVISIONS 3 1111110*11111111killcm. c? v 2 6/8/09 MAT O ,C_ n 5115/09 co ! PER COUNTY COMM. p., m o Description (a T � c� Lo� =: C d EUJ W= ,W Cc cocV [i_ r- CZ Iv as cc -0 Elfflowl "i. MEN E •- 3111:11111 XIIIIIIII MEN N ■■..�.■■■■.■■■■■■■■■■�■■ ■EN��������Ir�������r���� MEN 1) CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 2) TIME SCHEDULE MUST' COINCIDE WITH SEQUENCE OF CONSTRUCTION. OFF-SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME: DISPOSAL SITE NAME: BORROW SITE ADDRESS: DISPOSAL SITE ADDREISS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO.: DISPOSAL SITE PERMIT NO.: BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: 1. CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE 2. BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY 3. CONTRACTOR SHALL STATE "NOT REQUIRED FOR THIS PROJECT" IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. 4FF-SATE RUN-ON ACFIEAGE SUMMARY * OFF-SITE DRAINAGE AREA ACREAGE AVERAGE SLOPE MAXIMUM SLOPE COVER TYPE * * AREA 1 0.68 43% 50% VEGETATED NOTE: THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN APPROPRIATE SHORING TO CONSTRUCT THE RETAINING WALLS WITHIN THE WAL-MART PROPERTY BOUNDARY. * IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. I ** STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED, ROCKED, ETC.). PHASE I EROSION AND SEDIMENTATION CONTROL PLAN BMP NOTES: TS 1. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING PER THE SPECIFICATIONS AND VA E&S STD, 3,31. SEE GENERAL EROSION NOTE "M" THIS SHEET. 2. CONTRACTOR SHALL INSTALL RHUS AROMATIC 'GRO LOW' ('GRO-LOW SUMAC) AS A LOW -MAINTENANCE GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. DC 3. CONTRACTOR SHALL PROVIDE DUST CONTROL THROUGHOUT THE PROJECT PER VA E&S STD, 3.39 AT ALL TIMES. ME 4. CONTRACTOR SHALL INSTALL MULCH IN ALL INTERIOR LANDSCAPE ISLANDS AND LANDSCAPE BEDS. MULCH SHALL BE INSTALLED PER VA. E&S STD. 3.35. O 5. CONTRACTOR SHALL INSTALL TREE PROTECTION AS SHOWN. SAFETY FENCE IS TO BE USED AS PERIMETER TREE PROTECTION. REFER TO VA E&S STD. 3.01 FOR DETAILS. SITE MAP 0 0 EXISTING TREES @(?NEW TREES 0 EROSION DETAILS g) IPI BLOCK AND AGGREGRATE INLET SEDIMENT FILTER SODDING ---->1M---- SA . FILTER SACKS (THESE BELOW GRADE INLE�TjpBBMP'S SOIL TYPE: P1 AREEASNLY TO WHERE SEDIMENT! LOADS PUBLIC RERMINIMAL) RKING IPS GRAVEL CURB INLET SEDIMENT FILTER SS SWPPP INFORMATION SIGN ® SO SODDING ---->1M---- SA SAFETY FENCE SOIL TYPE: mff NOTE 39D THIS PAGE) 0 EROSION NOTES WAL-MART SITE AREA 276 SOIL TYPE: ELIOAK LOAM (2-7X SLOPES) 2%r(',, SOIL TYPE: ELIOAK LOAM (7-15% SLOPES) 39D SOIL TYPE HAZEL LOAM (15-25X SLOPES) $$ SOIL TYPE: UDORTHENTS, LOAMY 91 SOIL TYPE: URBAN LAND 93D SOIL TYPE: WATT CHANNERY SILT LOAM 111111111111111111110 411111111110 I) (15-25% SLOPES) DEVELOPER/OWNER: WAL— MART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72712 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 13.3 ON-SITE DISTURBED AREA 12.4 OFF-SITE DISTURBED AREA 0.02 TOTAL DISTURBED AREA 12.4 IMPERVIOUS AREA AT COMPLETION 10.5 PERVIOUS/SEEDED AREA AT COMPLETION 2.8 0 e.1 Dewberr'y Dewberry & Davis, Inc. 551 REST PINEY F ROAD N O O 0 DANVILLE VA 24540 PHONE: 434.797.4497 F 4.79 AX 43 7.4341 SEAL .Li'FIO� I � A 2 AN K. DNER Lic. NaA61A 034285 � IIV. SON �G" - AL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so %im ( IN FEET ) 1 inch = 40 ft. W 7 11/30/09 MAT SCD #1 REV 6 8127/09 MAT MISC COMMENTS 5 W MAT Per County Comments 111111111111111111110 411111111110 I) MAT MISC REVISIONS 3 1 ♦ c? v 2 6/8/09 MAT O ,C_ n 5115/09 co ! PER COUNTY COMM. p., m o Description (a T � c� Lo� =: C d EUJ W= ,W Cc cocV [i_ r- CZ Iv as cc -0 ♦^, V J CZ E SEAL .Li'FIO� I � A 2 AN K. DNER Lic. NaA61A 034285 � IIV. SON �G" - AL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so %im ( IN FEET ) 1 inch = 40 ft. REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROLPLAN PHASE 1 PROJECT NO. 500 i 382 C-6.0 SHEET NO. 1 F 7 11/30/09 MAT SCD #1 REV 6 8127/09 MAT MISC COMMENTS 5 8/18/09 MAT Per County Comments 4 7/15/09 MAT MISC REVISIONS 3 7/2/09 MAT PER COUNTY COMM, 2 6/8/09 MAT MISC REVISIONS 1 5115/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROLPLAN PHASE 1 PROJECT NO. 500 i 382 C-6.0 SHEET NO. 1 F rg A BJ C 92 s LM LEGEND Existing shrub bec3 `b`` EX. IRRIGATION METE RPZ TO REMAIN. sting crape myrtles (3) Existing shrub bed Existing Chanticleer Pear Existing crepe myrtle Existing 18" oak sting 18" oak i* 0 Z m T Cn 0 tt,�© e{J MULCH CONTRACTOR SHALL INSTALL RHUS AROMATIC 'GRO LOW' ('GRO-LOW SUMAC) AS A LOW -MAINTENANCE GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. NEW LANDSCAPING (SEE PLANT SCHEDULE SHEET C-7.2) EXISTING LANDSCAPING DETAILS AA TREE PLANTING (SEE DETAIL SHEET C-7.2) AB SHRUB/GROUND COVER PLANTING (SEE DETAIL SHEET C-7.2) SMALL TREE PLANTING (SEE DETAIL SHEET C-7.2) LANDSCAPE NOTES: I. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED, 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6, ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10, CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13, THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17. REFER TO WAL-MART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. 22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-2$4-111-2".97 for complete specifications) 1, The following, items shall W shown on the glgn; Q Trees to be saved; (� Limits of clearing (outside driplim of trees to be saved); Q Location and type of protective fencing; iQ Grade changes requiring tree wells or walls; 0 Proposed trenching or tunnel ing beyond the ]irnhs of clearing. 2. Markings: ID All trees to be saved shall be marked with print or, -ribbon ata freight clewiy visible to equiprtlel t opertttors. 0 No grading shall begin until the tree maticing has been inspected and approved by a County Inspector. 3. Pre -Construction Canfcrence: EJ Trze presorvation and X(< ,cction measures shall be reviewed with thc: contractor on site. 4. Equipment Operation and Storatre: 0 Heavy equipment, vehicular traffic and storage of construction materials including, soil shall not be permitted within the driplines oftrees to be saved. 5. Soil Erosion and Storrowater Detention Devices: 2 Such devices shall not adversely affect trees to he saved. 6. Fires: 0 Fires, etre not permitted within 1M feet ofthe dripline oftrees to be saved, 7. Toxic Materials: 0 Toxic materials shall not be stores! within 100 feet of the drip line of trees to be saved. S, Protective Fencing: 0 Trees to he retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 fencing shall be in place and shall he inspected and approved by a County Inspector prior to grading or c onstruction. 9. Tree Wells 0 When the ground level must. be raised within t11e driplirte of a tree to "be saved, a tree vvell shall be provided and a. construction detail submitted for approval. 10. Tree Walls; ® When the ground level must be. lowered within the dripline a tree to be saved, a tree wall shall be. provided; and a construction detail submitted for approval, 11. Trenching and Tunneling: El When trenching is required Within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as at1 alternative when it is antilcipated that necessary Imichinq will destroy feeder roots. 12. Cleanuu: 0 Protcctivc fencing shall be the lust items ramovcd during the Sinal cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated ilrimediately, by pruning, fertili7ation or other methods recommended by a tree specialist. NOTE: 1T 15 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 19 ped by oa as cox REQUIRE37ENTS. Y< DM G�Pevid Om rmK`ebrneR Stores Inr... �J,/�(�/f `uu;8aalty,®nivl daviacuxdwalmurLcumc US I Detei 2008.10,2713:45:1 1 -0500' OWNER SiCNATURF. (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511./06 Page 1 of 1 V-6" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS UNLESS MULCH IS SPECIFIED. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FiNAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. ■ IIIM III AI IIY I111.Ir PROPOSED LAND USE PERVIOUS AREA: 28.6 % (4 ACRES) PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) BUILDING AREA: 28.6 % (4 ACRES) lreopl Dewberrf Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 �J MAT DRAWN BY I BKB APPROVED BY LEGEND Existing shrub bec3 `b`` EX. IRRIGATION METE RPZ TO REMAIN. sting crape myrtles (3) Existing shrub bed Existing Chanticleer Pear Existing crepe myrtle Existing 18" oak sting 18" oak i* 0 Z m T Cn 0 tt,�© e{J MULCH CONTRACTOR SHALL INSTALL RHUS AROMATIC 'GRO LOW' ('GRO-LOW SUMAC) AS A LOW -MAINTENANCE GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. NEW LANDSCAPING (SEE PLANT SCHEDULE SHEET C-7.2) EXISTING LANDSCAPING DETAILS AA TREE PLANTING (SEE DETAIL SHEET C-7.2) AB SHRUB/GROUND COVER PLANTING (SEE DETAIL SHEET C-7.2) SMALL TREE PLANTING (SEE DETAIL SHEET C-7.2) LANDSCAPE NOTES: I. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED, 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6, ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10, CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13, THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17. REFER TO WAL-MART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. 22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-2$4-111-2".97 for complete specifications) 1, The following, items shall W shown on the glgn; Q Trees to be saved; (� Limits of clearing (outside driplim of trees to be saved); Q Location and type of protective fencing; iQ Grade changes requiring tree wells or walls; 0 Proposed trenching or tunnel ing beyond the ]irnhs of clearing. 2. Markings: ID All trees to be saved shall be marked with print or, -ribbon ata freight clewiy visible to equiprtlel t opertttors. 0 No grading shall begin until the tree maticing has been inspected and approved by a County Inspector. 3. Pre -Construction Canfcrence: EJ Trze presorvation and X(< ,cction measures shall be reviewed with thc: contractor on site. 4. Equipment Operation and Storatre: 0 Heavy equipment, vehicular traffic and storage of construction materials including, soil shall not be permitted within the driplines oftrees to be saved. 5. Soil Erosion and Storrowater Detention Devices: 2 Such devices shall not adversely affect trees to he saved. 6. Fires: 0 Fires, etre not permitted within 1M feet ofthe dripline oftrees to be saved, 7. Toxic Materials: 0 Toxic materials shall not be stores! within 100 feet of the drip line of trees to be saved. S, Protective Fencing: 0 Trees to he retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 fencing shall be in place and shall he inspected and approved by a County Inspector prior to grading or c onstruction. 9. Tree Wells 0 When the ground level must. be raised within t11e driplirte of a tree to "be saved, a tree vvell shall be provided and a. construction detail submitted for approval. 10. Tree Walls; ® When the ground level must be. lowered within the dripline a tree to be saved, a tree wall shall be. provided; and a construction detail submitted for approval, 11. Trenching and Tunneling: El When trenching is required Within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as at1 alternative when it is antilcipated that necessary Imichinq will destroy feeder roots. 12. Cleanuu: 0 Protcctivc fencing shall be the lust items ramovcd during the Sinal cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated ilrimediately, by pruning, fertili7ation or other methods recommended by a tree specialist. NOTE: 1T 15 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 19 ped by oa as cox REQUIRE37ENTS. Y< DM G�Pevid Om rmK`ebrneR Stores Inr... �J,/�(�/f `uu;8aalty,®nivl daviacuxdwalmurLcumc US I Detei 2008.10,2713:45:1 1 -0500' OWNER SiCNATURF. (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511./06 Page 1 of 1 V-6" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS UNLESS MULCH IS SPECIFIED. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FiNAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. ■ IIIM III AI IIY I111.Ir PROPOSED LAND USE PERVIOUS AREA: 28.6 % (4 ACRES) PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) BUILDING AREA: 28.6 % (4 ACRES) lreopl Dewberrf Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 SEAL KEY PIAN SCALE GRAPHIC SCALE 0 20 40 90 ( IN FEET ) 1 inch = 40 ft Cn MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 5 W MAT SCD #2 REV 4 8/18/09 co Per County Comments 3 7/2/09 C) PER COUNTY COMM. 2 6/8/09 MAT CO 1 Ca .E PER COUNTY COMM. No. DATE BY _� EW U)U W= Ca Ca _ _ E O d Cn Cts E L Cz SEAL KEY PIAN SCALE GRAPHIC SCALE 0 20 40 90 ( IN FEET ) 1 inch = 40 ft REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 5 5/25/10 MAT SCD #2 REV 4 8/18/09 MAT Per County Comments 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY I Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE ■ LANDSCAPA r _� � , II PROJECT NO. 5001 1382 C-7. 1 SHEET NO. 19 PLANT 5CHEDULE EOR NEW LAND5CAPING KEY QUANTITY NAME 51ZE REMARKS DECIDUOUS TREES CHECKED BY BKB DATE AR 7 ACER RUBRUM 'OCTOBER GLORY 2 112" CAL. BSB 52 CARYOFTER15 'LONGWOOD BLUE' OCTOBER GLORY RED MAPLE B*B MAT CC 22 CERC15 CANADEN515 1 112" CAL. B*B 3 CM EASTERN REDBUD MYRICA CERIFERA 4' HT. M5 8 MALU5 SPP. 2" CAL, B*B MAT PER COUNTY COMM. CRABAPPLE L( 3 NS 5 NYSSA 5YLVATICA 2 1/2" CAL. B*B TU5KEGEE CRAPEMYRTLE BLACK GUM E QP 13 QUERCUS PALUSTRIS 2 1/211 CAL. B*B PIN OAK COMPACT NANDINA C5 C CORNUS STOLONIFERA'BAILEW 1 1 /2" CAL. B*B 2'-2 1 /2' B*B BAILEY DOGWOOD SHRUBS TM NOTE: PLANT COUNTS GIVEN ON THE LANDSCAPE DRAWINGS AND SUMMARIZED ON THE PLANT SCHEDULE ARE FOR THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND CONTRACTOR/SUBCONTRACTOR ONLY. ALL PLANTING INDICATED ON' EITHER THE PLANT SCHEDULE OR LANDSCAPE PLAN SHALL BE REQUIRED. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE PARTY FOR CLARIFICATION. LA CAPE CALCULATION5 STREET TREES [) EXISTING TO REMAIN............................................................30 PROPOSED SMALL DECIDUOUS ....... ...................................... 23 INTERIOR LANDSCAPE TREE5 INTERIOR PARKING LOT LANDSCAPE TREEF5..............................58 TREE CANOPY CALCULATIONS SITE AREA.................................................................. 1 3 28 AC TREE CANOPY REQUIRED(10%)....................................... 1.33 AC TREE CANOPY PROVIDED BY EXISTING TREES.....................039 AC X1.25 ....................................................................... 1 .24 AC TREE CANOPY PROVIDED WITH PROPOSED TREE PLANTING... 0.27 AC TOTAL TREE CANOPY PROVIDED ( I 1.407o) .....:..................... 1 .5 1 AC LANDSCAPING CALCULATIONS PARKING/CIRCULATION AREA..............................................5.4 AC REQUIRED INTERIOR LANDSCAPED AREA............................0.2G AC PROVIDED INTERIOR LANDSCAPED AREA............................0.2G AC 0 MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM SECTION I. TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE, REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 4.3" BERM TO HOLD WATER. 5, FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN, I" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA, MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. LARGE TREE PLANTING (14' OR GREATER) XX N.T.S. PLAN MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM JLG I IUIN 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN,) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD BARK MULCH OR APPROVED EQUAL 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL 6. TREE WRAP 7, 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN) 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 10. PREPARE PLANTING SOIL AS SPECIFIED, 11. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS, GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE, D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS F. IF SITE CONDITIONS REQUIRE GUYING OF THE TREE, FASTEN #10 GUY WIRE TO STRONGEST TRUNK AT THE CENTER OF THE MULTI -TRUNK TREE. MULTI --TRUNK TREE PLANTING X>< N.T.S. PLAN MULCHITOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION. SYSTEM 1. TREE WRAP 2.4"` MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 3"' BERM TO HOLD WATER. 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TIREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 5. FINISHED GRADE (SEE GRADING PLAN) 6, TOP OF ROOTBALL MIN, V ABOVE FINISHED GRADE T B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA, MAY SIT ON COMPACTED EARTH. 10. (UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SMALL TREE PLANTING (14- OR LESS) N.T.S. =ei De wberr �'10Y' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS TWICE ROOTBALL SPECIFIED, DIAMETER 1 3.12" t CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH _ 5. SLOPE BOTTOM TO DRAIN ;..r 2 6.18" t AUGERED HOLE PENETRATE THROUGH 3 OCCLUDING LAYER TO WATER TABLE OR TO A +� 4 DEPTH OF T TO ASSURE PROPER PERCOLATION. 7 GRAVEL. BACKFILL WITH 1/2" - 3/4" % C •� 61 $. WATER TABLE 0 caFOR A PARKING ISLAND 7 PLANTING SITUATION, m CONTRACTOR TO BACKFILL > -! I- ENTIRE LENGTH OF PLANTING r CD . - 8 AREA TO WITHIN 6" OF BACK cz Z ��-- OF CURB OR EDGE OF-+ SECTION PAVEMENT. EW BIW �i= E CC h a) � POOR DRAINAGE CONDITION to 0 d OC N.T_S. ,y -I Cz E I Cz 105/30/081 P N BEST FACE OF SHRUB/ GROUNDCOVER TO FACE -- FRONT OF PLANTING BED. -1- + REFER TO PLANT ++ SCHEDULE FOR SPACING + + + + SECTION 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5.4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SHRUB GROUNDCOVER PLANTING nn N.T.S. SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET } I inch = 44 ft~ CA 34 CLETHRA ALNIFOLIA'HUMMING51RD' 24"-30 " HT B*B CHECKED BY BKB DATE HUMMINGBIRD 5UMMER5WEET CL 52 CARYOFTER15 'LONGWOOD BLUE' 18-24" HT. B*B MAT SCD #2 REV 4 BLUE MIST SHRUB MAT Per County Comments 3 CM I G MYRICA CERIFERA 4' HT. B*B MAT MISC REVISIONS 1 SOUTHERN WAX MYRTLE MAT PER COUNTY COMM. No. L( 3 LAGER5TROEMIA X 'TU5KEGEE' 8'-10' HT. B*B TU5KEGEE CRAPEMYRTLE E NDF 2G NANDINA DOME5TICA'FIRE POWER' 18-24" CONT. COMPACT NANDINA PL 38 PRUNU5 LAUROCERA5U5 'OTTO LUYKEN' 2'-2 1 /2' B*B 'OTTO LUYKEN'S' LAUREL TM 45 TAXU5 X MEDIA 'DEN51FORM15' 2'-2 1 /2' B*B DFN5IFORM15 YEW GiG: 4 ILEX GLABRA 18-24" . CONT. 1NK5ERRY HOLLY NOTE: PLANT COUNTS GIVEN ON THE LANDSCAPE DRAWINGS AND SUMMARIZED ON THE PLANT SCHEDULE ARE FOR THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND CONTRACTOR/SUBCONTRACTOR ONLY. ALL PLANTING INDICATED ON' EITHER THE PLANT SCHEDULE OR LANDSCAPE PLAN SHALL BE REQUIRED. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE PARTY FOR CLARIFICATION. LA CAPE CALCULATION5 STREET TREES [) EXISTING TO REMAIN............................................................30 PROPOSED SMALL DECIDUOUS ....... ...................................... 23 INTERIOR LANDSCAPE TREE5 INTERIOR PARKING LOT LANDSCAPE TREEF5..............................58 TREE CANOPY CALCULATIONS SITE AREA.................................................................. 1 3 28 AC TREE CANOPY REQUIRED(10%)....................................... 1.33 AC TREE CANOPY PROVIDED BY EXISTING TREES.....................039 AC X1.25 ....................................................................... 1 .24 AC TREE CANOPY PROVIDED WITH PROPOSED TREE PLANTING... 0.27 AC TOTAL TREE CANOPY PROVIDED ( I 1.407o) .....:..................... 1 .5 1 AC LANDSCAPING CALCULATIONS PARKING/CIRCULATION AREA..............................................5.4 AC REQUIRED INTERIOR LANDSCAPED AREA............................0.2G AC PROVIDED INTERIOR LANDSCAPED AREA............................0.2G AC 0 MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM SECTION I. TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE, REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 4.3" BERM TO HOLD WATER. 5, FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN, I" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA, MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. LARGE TREE PLANTING (14' OR GREATER) XX N.T.S. PLAN MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM JLG I IUIN 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN,) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD BARK MULCH OR APPROVED EQUAL 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL 6. TREE WRAP 7, 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN) 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 10. PREPARE PLANTING SOIL AS SPECIFIED, 11. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS, GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE, D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS F. IF SITE CONDITIONS REQUIRE GUYING OF THE TREE, FASTEN #10 GUY WIRE TO STRONGEST TRUNK AT THE CENTER OF THE MULTI -TRUNK TREE. MULTI --TRUNK TREE PLANTING X>< N.T.S. PLAN MULCHITOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION. SYSTEM 1. TREE WRAP 2.4"` MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 3"' BERM TO HOLD WATER. 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TIREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 5. FINISHED GRADE (SEE GRADING PLAN) 6, TOP OF ROOTBALL MIN, V ABOVE FINISHED GRADE T B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA, MAY SIT ON COMPACTED EARTH. 10. (UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SMALL TREE PLANTING (14- OR LESS) N.T.S. =ei De wberr �'10Y' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS TWICE ROOTBALL SPECIFIED, DIAMETER 1 3.12" t CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH _ 5. SLOPE BOTTOM TO DRAIN ;..r 2 6.18" t AUGERED HOLE PENETRATE THROUGH 3 OCCLUDING LAYER TO WATER TABLE OR TO A +� 4 DEPTH OF T TO ASSURE PROPER PERCOLATION. 7 GRAVEL. BACKFILL WITH 1/2" - 3/4" % C •� 61 $. WATER TABLE 0 caFOR A PARKING ISLAND 7 PLANTING SITUATION, m CONTRACTOR TO BACKFILL > -! I- ENTIRE LENGTH OF PLANTING r CD . - 8 AREA TO WITHIN 6" OF BACK cz Z ��-- OF CURB OR EDGE OF-+ SECTION PAVEMENT. EW BIW �i= E CC h a) � POOR DRAINAGE CONDITION to 0 d OC N.T_S. ,y -I Cz E I Cz 105/30/081 P N BEST FACE OF SHRUB/ GROUNDCOVER TO FACE -- FRONT OF PLANTING BED. -1- + REFER TO PLANT ++ SCHEDULE FOR SPACING + + + + SECTION 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5.4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SHRUB GROUNDCOVER PLANTING nn N.T.S. SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET } I inch = 44 ft~ REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 5 5/25/10 MAT SCD #2 REV 4 8/18109 MAT Per County Comments 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15109 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE LANDSCAPE DETAILS PROJECT NO. 5001 1382 C�702 SHEET NO. 0(fi/I(� r5__