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HomeMy WebLinkAbout53-04 Dominion Self-Storage Mini Storage - Shawnee - BackfileLEGEND SYMBOL DESCRIPTION 0 ROAD CENTERLINE MONUMENT --------- ROAD CENTERLINE AIR RELIEF VALVE ® GATE VALVE FIRE HYDRANT WATERLINE DOUBLE WATER TAP P9 SINGLE WATER TAP �- SANITARY SEWER O SANITARY SEWER MANHOLE STORM SEWER ------------- LOT LINE PROPERTY LINE O PROPOSED PROPERTY CORNER PROPOSED UTILITY SETBACK ------- PROPOSED ALLEY — —XXX— — EXISTING 10' CONTOUR — —XXX — — EXISTING 2' CONTOUR --- - XXX - -- PROPOSED 5' CONTOUR XXX PROPOSED 1' CONTOUR PROPOSED TREE no PROPOSED STREET LIGHT -L= CURB INLET STRUCTURE --------------- PROPOSED BUILDING SETBACK O STORM SEWER MANHOLE GRATE INLET MH# MANHOLE LABEL STR# STORM SEWER STRUCTURE LABEL EXISTING FENCE PROPOSED CHAINLINK FENCE EXISTING UTILITY POLE — OHE EXISTING OVERHEAD ELECTRIC PAVEMENT SPOT SHOT EXISTING GAS LINE — GAS ABANDONED GAS LINE u—FM—FM— EXISTING FORCE MAIN —Fb-FM- PROPOSED FORCE MAIN FOR THE PURPOSE OF PLAN APPROVAL, MICHAEL W. MEYERtS, P.E. SHALL BE THE RESPONSIBLE LAND DISTURBER. WHEN THE CONTRACT IS AWARDED, THE CONTRACTOR SHALL NAME A PERSON WHO IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE LAND DISTURBER. THE RESPONSIBLE LAND DISTURBER SHALL BE TRANSFERRED FROM MICHAEL W. MEYERS, P.E. TO THE CERTIFIED PERSON NAMED BY THE CONTRACTOR PRIOR TO THE INITIATION OF LAND-DISTURBINIG ACTIVITY. Property Identification Number SCALE I °•2000' VICINITY MAP OWNER/DEVELOPER The Hall Partnership II, L.L.C. 11 Contact Person: Tom FIall 290 Brewster Lane Purcellville, Virginia 20132 Phone: (703) 478-8580 SITE PLAN iLIIEi�fi:q fior SELF�STC) AUGUST I 1 1, 2004 373 Tasker Road Stephens City, Virginia 22655 Shawnee Magisterial District 75-A- GENERAL NOTES 1. All construction shall conform to the latest details and specifications as set forth by the governing municipality. If a conflict arises between these plans and the aforementioned details and specifications the most stringent shall govern. 2. The contractor shall notify MISS UTILITY (1-800-552-7001) seventy-two (72) hours prior to any earth 86C disturbing activity. 3. The locations of existing utilities shown on the plans are approximate. It is the contractor's responsibility to verify the location of all existing utilities that may interfere with this construction. 4. Areas not paved or built upon shall he landscaped. 5. Changes or revisions to these plans shall not be made without approval of the Design Engineer and the appropriate governing agencies. 6. Any inconsistencies, ambiguities' or discrepancies found in these plans shall, in writing, be reported to the design engineer. Any work dc,le,'y the contractor after the discovery of any inconsistencies, ambiguities, or discrepancies withcruk the approval of the design engineer and/or the governing agency shall be done at the contractor's risk. 7. The contractor shall be responsible for the removal, replacement and/or repair of existing fences, driveways, signs, etc. not shown as part of the work and damaged as a result of construction. All repairs/replacements made by the contractor shall be equal to or better than the pre -construction condition. 8. All materials used, not utilized as part of the finished work, shall be free of unsatisfactory materials (wood, roots, boulders, etc.) and !ion-compactable materials. 9. Subgrade compaction shall be certified by a qualified Professional Engineer or a technician certified by the appropriate governing agency, 10. Fill areas shall have all extraneous materials (wood, roots, boulders, etc.) removed prior to placement. 11. If bedrock is encountered at the subgrade, an additional 6" below subgrade shall be removed and backfilled with suitable material. 12. Terra Development Services has NOT performed a geologictsubsurface investigation of this site. Unusual conditions encountered such as unusual soil classifications, water table, sinkholes, buried rubbage, etc. shall be immediatel}; reported to the design engineer prior to proceeding with the work. 13. All fill materials, not used under building slabs/foundations, shall be compacted to 95 % maximum density as determined by the standard proctor test. 14. The compaction of fill materiaw, under building slabs/foundations shall be done in accordance to the recommendation of a qualified sox'ls scientist/engineer. 15. Traffic control within public sli-eet shall conform to the Manual Of Uniform Traffic Control Devices and as directed by the appropriate governing agency. Description Q U 1 TITLE SHEET • SITE DIl��IENSION & COMPOSITE 2 PLAN 3 GRADING AND E&S CONTROL • PLAN 4 WATERLINE PROFILE SHEET • 5 E & S NOTES& DETAILS • 6 MISC. NOTES& DETAILS • APPROVED BY THE FREDERIC OUNTYZONING ADMINISTRATOR: 2 3 f�ifl 6S J ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 PER COUNTY COMMENTS CDB 12-29-04 1 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE • 0 't coV> N N • � � N E rnN iOiM 0 N 2 ._ i' N N z iL 0 ti ® VI \Ii co E U & 00 =a0 Vo N ~ d-O � O N 0 t d n- J 0000 A w 110 O N 7:$ cis 03 • r-.4 M � CL o PROJECT No_: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 1 of .7 M i APPROXIMATE LOCATION OF 10' GAS SERVICE APPROX. LOCATION OF STORAGE TRAILERS NOT 75-A-86B REPLACE CHAIN LINK FENCE .�.' I EASEMENT EXISTING WATER SERVICE SHOWN SHALL BE REMOVED CHARLES E. & WITH OPAQUE BOARD ON BOARD APPROXIMATE LOCATION OF OR RELOCATED INSIDE EXISTING PARKING MARKINGS LINDA G. HEATH EXISTING GAS LINE. CONTRACTOR I1'�- I EXISTING LOCATION OF OF THE FENCED AND FENCE WHERE LANDSCAPING IS =�:� p PROPOSED NEW WATER TO BE REMOVED D.B. 491, PG. 651 TO FIELD VERIFY PRIOR TO :-¢: I . � CG-6 EXISTING WATER SCREENED AREA. USE: BUSINESS NOT PLACED CONSTRUCTION. - - w METER SERVICE CONNECTION CG 6 :-Z-: U t ZONED: 82 I- -u.t• Qlz ' ry PROPOSED LOCATION Y Cr�-Iw EXISTING WELL PROPOSED�DUMPSTER OF STOP SIGN -::. _ IZI 5 PARKING LOT SETBACK 5 CURB PAD WITH 6 HIGH BOARD 11 .d. u- 1 9/ A __ S 60.4440 E 700.03 OPENING ON BOARD FENCE AND GATE - -- . ___..:: ---.-- ""e _ ._ _-. - �- - _ _ - - - _ - - -- 11 :I�- -_- ------._._.__-- ---- - --_- ------ - --- ___...._ ___ _ __ _ _.-___ _..__._1 _ _ ___ �- =- --- - ------ -- I3 .. - �B _ , - I I - - - --. _ - � __ ._ -. _ _ .---- --. _ � j APPROXIMATE LOCATION __ _ APPROXIMATE LOCATION -= -= OF ICE h I 10' GA ----- M °3 m M 3 � AYl xj �_ M I] ---' M v j --- Af `] --.�_ M x3.�- M z3 M >3 ----- /�l Y3 M � END CG-6 ry , , e S SERVICE _ ___ _ 14PA KI GSP C S OF EXISTING PORTABLE I �® I I ? P R IN S A S �L= I EASEMENT METAL SIGN TO BE REMOVED. :::1 1 �- END CG-6 15' MIN. I \ _ I I - I I START CG-2 4' SIDEWALK N - - EP �n A h I�� -.� RATI � - ON I - N 2 CURB - - - - I � - - I _ - _ C9 O ENtNG _ _ 1 3 5 I . . _ T�.. i ui J -i - 110' - - - -- - - . w I 3 I I� _� 1 _ a __ I I - U O -i -- 1 373 TASKER ROAD EXISTING - 1 _ _ u� _ _. ao o _ 1 z _ �' ` "- - - SINGLE STORY METAL - I. . •Q �� ;c]v�ov� 1 - I to :::-:::-_:-::-:::::-:: ':::-:::_:::-:::-:_:::: 3 -===� I 'r ¢ N J o � I BUILDING 9300 SF co x - I:-:: I -i0ttl1-- { ) . N . - 1 1 - LIMITS O�EXISTING PAVED PARKING - - -- - - . -. . - I �. 1 0 �, . _ m - - 1 I : 1 I p 24 w - w 1 1$00 SF OFFICE SPACE AND I' : - -- I • I tr rn w <O -I - _ o 55*----,:.,:.,.,.,�'.'.".'.'-'.'.'.'.,:.,:.,.".-.,.".,.-:--',-_. 1 (2 _5 WITS { I w O v Q ; 0 7500 SF PARTS AND SERVICE) �.; I = I i- - 1 Y w ..._ I I a I . ::::::::::::.-:::.::-::.._ :-:::.::_:::::::.::: .:::_::::.: - I URB) w w - EXISTING I U I Q o O en ,, I 75-A-86C �, e x _ ! o PROPOSED FORCE MAIN I SHED M - ¢I ) o° - i - - I THE HALL PARTNERSHIP II L.L.C. I - . m I -,-,-----,�­ -- -I I r N TI T I TIN F- -.- -- �„�- - - - - - - . - -- 1�, coCO NEC ON O IJC S G (1980 SF) I - -............_.................................... w I - .. ..¢ INST#:-04-3580:::::::;::::::::_:.................. .. co APPROXIMATE LOCATION OF ,- - I::: I I.. - - - AS REQUIRED \ �I - USE: BUSINESS I :::::-::-:::-:::-:::-::=,.,:::-::-::-:::-::::-:::-::-::-:::-: I- I inPEXISTING 4 SEWER FORCEMAIN. :.. N I _.:.__-.I.:. ........... ° 1 I ZONED: B2 I I-:-:. z - APPROXIMATE LOCATION OF EXISTING '='- :- I I I:::: N I . ..1 _ . R7 x .• _ = _ -- _ - _ zl co s APPROXIMATE LOCATION OF �- ::::-::-::-:.:.::-::-::-:.:-:-:-::::-::::::::--:::.::::- ::.;_:.::: :::: SIGN TO REMAIN IN PLACE :::) I I: _ 100 KI G - " I zl I. q E -i [ EXISTING 50' ABANDONED �_, I fsR 7 Q$ {} f CRF4 1V 1L::_ : �I EXISTING 12 WATER LINE. i =:-:1 S .. I - w == GAS LINE --::::-V€MfCf E. STOI �E:;EXR .... :...... SHED cw \<. I _:,._: - a I APPROXIMATE LOCATION OF " ::..- I 1:::. I I ... :.:: .:::::.::::: w co :.::_:.� ;`3;,451: F}:.- - ,::.:::-_:: -:-::_ - .-:-: - :- :-::-:-=:-: - I 6 -:-:. :-: Y ............ IY � - (1250 SF) :.::::::::.::.::::::.-::.-::.-.-:.- :-::::*='.'::.::-.: a - SEWER FORCE MAIN. CONTRACTOR *-,- I I::::. ►0 ---I ---------------•-----.\-- II -- - J I w :- : �: - :- :;=::::.:. :.:.:.:: :.:=:-:;.::.:.:-:- ::::.::-:_ -:- :=::;:: ::.- _ ¢------.----------------- - I f 1:::_:::::::::::::::::::::::::::::: :::;:::::::::: - I- TO FIELD VERIFY PRIOR TO _:__.I I I. I I I O Q I REPLACE CHAIN LINK FENCE 1 L �, :._:::::.:-::........... ...T_ : - _ I _ :1 I I ::: I w I ►� 3 WITH OPAQUE BOARD ON BOARD 20 -1 :-:: :.:.;: ** iPt��E 'f:.f#t ..._.- R100. I I CONSTRUCTION. \ EXISTING I r i I FIRE LANE I ::::HAffV L.tfi�tE..11t-::_•:::-:.::- I= I :::::::::: II :::: I- .R4. .. _ .. FENCE WHERE LANDSCAPING IS EXISTING ::::::._:.::::--- ----------::::.....:..-:.-..-.....:.......... ,-,.:-:- 3 : - A N I �.::: I p EDG - OF DUMPSTER I -:: ; __ :-:-::W�.... : -- --AT =: -- :?=:=:.,. .,.,.=- :-.• _ 1 INOT PLACED r INSTALL :::::•::::..:.:_:;: :::::-::-::-:::-::'.-::-:....-.:::.-.::-:. ::::1 co ,I :: PAV ENT L30' PAD I :::::::::''fit;::-::-: :.: ::: :: :.::.: . :- :-:- :-:-:-. I PROPOSED CHAIN -jm FA "NO PARKING i LINK FENCE ::•:� I" :-: I z I......... 20 - FM T EXISTING 20 W -1 2 -- :-:-:-:;=:= :-::: :.:: :.:.:...........:.....-:- :.-.,., ::::.:•:: :- I- �•:... I Y FIRE LANE ? - INSTALL: FIRE LANE" I S " DIP WATERLINE JI-:-; T i I PI?2l�POSEb - INSTALL ry' 1 8" TO 6 REDUCER N SIGNS P SEE ,z�•-,z�-,� :.:.:.::::::::-:::::.: =:::: ::::::.::::: :::::: I:.:. - 6ATE - - FIRE LANE NOTE S t,a'-::: I- ,F �9c 1 - F.H. ASSEMBLY 20 LF OF I : -•� .'- ..'...... . :.i. ;1Q''aw1 IN W ....-------- __- �LFS I 8"SDR21 I __---•--- .. I Imo 1�. a ::=1 ¢%�1;`:::. I a 11ONs. _ �............... I _... - ----' - --- --- - _ _.. _ I----�.�wdacao - p 103.3 I UI . - - .- - INSTALL: r REMOVE END CAP AND INSTALL ...---•---- - =::1 0 :::: z ------ . ---------------------------�'"` BOLLARD 1-8"22.5°BEND €------------- ._-_---� ..__....-64.8_'�-.-_-_ 40LFOF12"WATERLINE. MATCH i :,) cc Ft g.:-:- STAR G-6 I o " � I ---- L w ¢ �n E' - .... i^'�� ...... . �� - - . {TYP.) - - - - - - - - _ ,F. ... j _ :,- Y b �t SLOP ERMINATING I - M Fl -FM F„-F,h-Flr-F�-.1- M-�� M FM- �, - �, --F� - FA _ .. EXISTING WATERLINE TYPE. O _ ' _ _ --- F,- -,-FMB-FM _ _ _ _ _ _ _ _ _ _ _�- ; -''f,1 FjA - A ¢ END ,CURBING I` 1 . ... /_ 10 3 ... .......� , `lr= '� INSTALL: I ,1 . _ . oF% u1- _ _ - . 1 O s9 END CG-6 ..... - ..... 3 11 71 t- o - -0- , o S� T _ t O g - - - - -kp-.- - _ 0 20' ... _ I 00 1 - 8" X 12 TEE 91.11 32-r . %°` 2ST !F\'� --- ------ _ --------------W--• ---------' \ ---- 4+00. ° Rp .. {TY - • . ... . _ %` WATER I I =: I crl C OR R c_ - 1- 8 GATE VALVE ? - i I ;... [/ ! 4 �� _ E.T. -- __ _ _ ___ .'�•r '__ _ _ r s � M S o I I . _ - - 2 -; EASEMENT 3.� 2 - 12 GATE VALVES INSTALL ° ) I � '.. 1 I `.-�, `` 9� TFCo [F_SpO I . - 11�1C 90 "NO PARKING _1 I 1:•. I I .'.'.'.'.'.`'�-�, 7g 00,9E NTRp �G �- --.- ...-. .-_- B - - - - - - - - - .._.-.6•PP` - 1- - _ - - - _-_- PROPOSED FtREWALL = _!� - - - - - - _ - _ FIRE LANE" I ::1 ;:: _ - ... __ '20, �F[O [[Fo Few 2q0'� ~ \ 2� o _ - 1 " l=1T #5 .i01NG - i+ .. .. 8:I INSTALL 20 LF (FULL PIPE LENGTH) 1 1... C� 2 • • • ' ........ ,SF TO OR �[D/jVG �` ...... e 0 INSTALL` _._....... -��,- OAD UN GEgU` ,� INSTALL 338 LF r J f --• �_ O, �,y OF 12" SDR21 BEYOND SIGNS (TYP) SEE .-.1 I I:: 91.1 I I ---.-. , ` T,q[ INSTALL: - 1. - ' -1 9`45?-BEND - PgKER R LF-S�O p OF 8" SDR21 . . �� -.. - - rM ,I 12" X 8" TEE FIRE LANE NOTE --•-- ---- --- ... .--`-- /\ 11 ° �---- -----`1---- . ..... -C SE L�-E ` - - ---- ---5---..- ----- 6.61 ;: � • • - - - --_--_-_-_-_- %~�� - - - - - - - - - --- --'_- --_-_-_-_- - --_-_-_� � �1 - 8 90 BEND �` - - - - - - - - - _- •_- - - - - ,- ' � OR Nino _ _ _ �- - - - -_- - - _- _ INSTALL 1-12 END PLUG 75-A-87C :I I 1 I 34 %- �� PROPOSED l -� pgEp 2 S MPTE C� IF►-OOR = i- _ _��_"� �l 21 LF OF 8" :I I / O .. . START CG-6 c'� 11,600 S TO�p`L_ a �/ 1 ........ SDR21 TRUSTEES OR THE ROP ! I . P r . v- i -- =� 1:= / "� �IREWALL �'i F _ s ....... 51 AGAPE' CHRISTIAN =1 I I ` /``._'.'._._.....'.........'................ �. _ .. \; INSTALL 32 LF 2320 �w -1 1-�'� �1 , _, 80.6 1 _ . . .. . INSTALL 63 LF ' - 1. _ � - � p1NG - .. - INSTALL: FELLOWSHIP CHURCH - : I �: - - - - `�� s �� OF 8" SDR21-�''' - a. � BUIL _ Z' 1 1 1 - 8° 11.25° BEND D.B. 874, PG_ 278 1. A OF 8° SDR21 ; . " _, = r GE :i.'I I _ �_i ROP 3 �� �; ...... _-_- I _- ..I . p- B�' - - - - FS10� _-- `- ................... ... _ I USE: CHURCH 3 :. I:I I I OS� 69 T,q �` ; ..✓�' /� ! �= ' 290' RY SEA !' I I 1 ZONED: RA �. I. I o y sk ?s0, - .. - �- -err- s sT0 I ST FR _ (.I I r 73.4' I -.----••----'-'---•-- . RI- RO40 ••---•-••-••------------ -- O------------ pp0 1pTA�- --- 61.9 FIRE �,; _ .... ,SO F<F_ CiN/T INSTALL 54 LF .. _ �o. _ ... r -��'rr - �-T #6 pR g00F �!. . ..:.:.:.:.:.:.: . _ LANE i ;.I I --� s . -- _ - �� Sic T 2 ` - - f P N 5 , ` S O OF 8° SDR2' D U • .. �o I TOT,q[ R4G __` - . � ��-` K RRO - •_•_-_-_- .-_•_•_. _•.-_-_-_ - - . - - _ I PROPOSED CHAIN E! I I 61' - - ... / �_ I.. . ��� Fg�/[O/N .. _ 1' ..... 3s9iPs _ -- - -- .. _ .-_•.-. . . -�'1J >> I Ra C ...... G INSTALL:' _ - {` ...-------- 53.5'I r--�' LINK FENCE I I' j ` N I �' ... • . _-_• . c+a . �� 1 - 8" TEE ��; . f45'f.'_._':_: � o-? ' ,�-r . . . ............... . ...... .. il� 7 NG 8:4' 1 .. ........ _ " ...... �-T # ILp� I a - 2 8 GATE .. -•-- - �- 0 N U............- ----- -:1 I 1' I �..... U B �-! Rp p G ........ - - /' S 36 T \\;; - Q►LVES g}LER ?,ON- F-STOP . --` I O 9 ---• F ---------------------- --- •- --- - -- --- 1. `- D r STp kFRR 0� `��-1� - .... 36g T�ORY 1 SEo SF , -- - ............ . . ............... r I NOTES: _ . . . . 3 . w I . ..................... Ry O--�......---....------ .---•-- p1s 8,10. �.�........... ..... 64.4 ..a ___ -. f a I I 72.1' ... . .........� 800' SF[ UNiT '\ , �: m _ _ _ _ OppSE :I I I 20 % �' - SF T STO #3 . ... .... ..... _;r_ INSTALL: PR r'� ... .'...'. ..'.. .... ..... 1) NO INDIVIDUAL STORAGE UNIT SHALL EXCEED .. - - ... r 1 , O ' - 11 ° f, I I 1,000 5F. FIRE LANE I- _ ... - - T `4'qG ,: 1- ........... - , :I I i_ _'9[ FBi.�....�� 1-8 22.5 BEND - ..............'--'-............. ,f ti......... ...... _V.•_'.-.; � . =\ 0, `-�� ............ I,--- ..... ... .. _, - :. _ .... . . - - • - _ r.•, '- `. _ .. _ ..... p %-� I 2) THERE IS NO MAPPED 100-YEAR FLOODPLAIN ON OR I -I I c+� ��_ 6, _ _ .. _ . ,I o ' _''�� = .. _ PROPOSED FIREWALL 54.7 1 �` _ _ - INSTALL MEDIATELY ADJACENT TO THE PROPOSED SITE. 11 -• -- . --------'-...----- " '-' o ..... .._.. �` ._��180LFOF8 -_- •- - - - .' J •-ca----------------- �..\�2g - �` PROPOSED FIRcWALL r o_ . - ! I I I R25' .............� SDR21 �. I .. ... #8 �p1NG - ) THE PROPOSED LAYOUT PROVIDES EMERGENCY R=2" SE f,relmll SURFACE IUBBASE 1. This item may be precast or cast in place. 2. Concrete to be Class A3 if cast in place, 4000 PSI if precast. 3. The depth of curb may be reduced as much as 3" (15" " " depth) or increased as much 1 depth) in order t p ) as 3 (2 p ) that the bottom of curb will coincide with h f f co c de t the to o a course o P 11 the pavement substructure. otherwise the depth shall be 18 . P P n STANDARD CURB -2 6 CU CG R=2 4" : •:_ _ 7 MINIMUM -III - 1. - : a . -III-III-III-I I I Curb and Gutter may be cast in place The bottom of the curb and gutter may Class A-3 Concrete. If it is precast, be parallel to the earth on which it is it shall have a minimum of 4000 psi placed as long as the minimum 7" concrete. depth is maintained_ COMBINATION CG-6 CURB AND GUTTER 2" SM-9.5 A I de Notes: 1. 21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. TYPICAL PAVEMENT SECTION FOR INTERIOR PAVED AREAS ,'BARKING DATA: PROPOSED OFFICES @ 1 PS / 250 SF 6,300 SF BUILDING = U LDING 26 SPACES PROPOSED MOTOR VEHICLE SALES (EXISTING BUILDING) @ 1 PS / 400SF 9,300 SF BUILDING = 24 SPACES aPACED REQUIRED - 50 SPACES PROVIDED = 58 HANDICAPPED SPACES PROVIDED = 2 SPACE TOTAL PARKING SPACES PROVIDED= 58 SPACES I I N I � ... -- - - . -� ?S0,/ - .. . '1JN�1 gUt ,r/ I CCESS TO THE NORTH, SOUTH, EAST AND WEST SIDE SPER 5000 SF ELF SERVICE STORAGE SPACES REQUIRED. I I.. pR ... % I :.............: _Opp O GE + _ -.... - I I I I ....... - ... 6p, s �� ........ SKER R FST �, ��' !, --. �. �..... .� I I F EACH BUILDING IN THIS PLAN. NO FIRE LANES ARE 110,000 SF / 5,000 = 22 w I I 1 `t TART Cd3-6, ................. SFQ29 T,qs ��` l_ ;`, 36g TPpFtY, SEL �0,150 5 F �� S I EING PROPOSED. TOTAL SPACES PROVIDED= 22 SPACES w I ``` �� ' STp kFR I:..:.3.:..1.:.. 2 $S OR 150 S ,-yam- _ . _ _ IriANDICAPPED SPACES PROVIDED = 1 SPACE , I I' _ ------------- ---- -•- /sT R11 R ,Ion,, ----- -- -_1--- OposED 1S1F�-opR=10' �_�- ------ 11 M 1 -....'. 9-r - .... 2 'c[p E[F UN/T�� . -I J �` PR ©F►-O F -TOTP .................. I ) PROPOSED SIGN PERMIT SHALL BE HANDLED BY ; I '' �. Np,-OR, STp `4 ��� ....... - �' \, 2N 300 - - ....- - - - . I EPARATE PERMIT. I 'tI 1 ........._. 1T -0 8TS011?q \ _ I. 2�r' ----------------... '�S 0 P S B / ..I _ ; . -- 0 w i I I' I -�.v 8 Sp U[o/ I `� �Y j - SF NG - - - 5) REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 1 I' z I Bpq .. - --I/ % -- -- -- ------- . 1 �'l . - w - - - - - - - - r INSTALL li I ..-- i. _--------------o--------------- 20 BUILDING DIMENSIONS AND EXACT POINT OF ENTRY ,. G - . - ..... `� . �� % - . .... . - - - - FIRE LANE "NO PARKING I I �' I - - FIRE LANE" I FOR UTILITIES INTO BUILDING. w I I I e -' _ . . . . . . . _ . _ . . _ SIGNS (TYP) SEE N 40 50 03 E � I CG-6J .-'-'-'-'-'- 1 6) ALL PAVED AREAS, NOT UTILIZED AS PARKING, SHALL SITE DATA: I I I 29 35' / / a ........ ° TALL:.-.-. - _ - '.'.' EP FIRE LANE NOTE I BE CONSIDERED LOADING AND UNLOADING SPACE. ry I -A---822.5 .'BE ... . . I / _ _ .-V *-' - I TOTAL LAND AREA ON THIS SITE= ±10.59 ACRES I I - - _ - - - - - - o - 7) LIGHTING FOR THIS SITE SHALL BE MOUNTED TO THE TOTAL DEVELOPED AREA ON THIS SITE= ±7.5 ACRES I I L- - - . �� INSTALL - - - . . . �*i I BUILDINGS AND ARANGED TO DEFLECT GLARE AWAY I 5' PARKING 33 LF OF 8" I TOTAL WOODED AREA ON THIS SITE= ±1.7 ACRES _ - - LOT SETBACK_ �� nr FROM ADJOINING PROPERTIES AND STREETS. ®N 56,26-101, W226.521 SDR21 END CG-6 I I TOTAL WOODED AREA DISTURBED= ±1.2 ACRES _ X 1 I 8 SEE MISC. NOTES AND DETAIL SHEET FOR STANDARD BUILDING AREAS: � ® - \ 0o I CONSTRUCTION NOTES AND DETAILS. `\ \ NSTALL: 6" REDUCER I TRIP GENERATION DATA: SELF -STORAGE CLIMATE CONTROLLED: 38,400 SF I SELF -STORAGE: 67,600 SF 1 - F.H. ASSEMBLY TOTAL SELF STORAGE. 106,000 SF FIRE LANE NOTES: \ � � � PER I.T.E. TRIP GENERATION 7th EDITION (PAGE 240): I 1 200 TRIP ENDS RECREATIONAL VEHICLE STORAGE AREA = 18,400 SF 1. FIRE LANE MARKINGS AND SIGNS SHALL CONFORM TO THE INSTALL ®` \ \ \ _ (100 ENTERING / 100 EXITING) MIN. LANDSCAPE AREA: (15%) - 1.5 AC. REQUIRED FREDERICK COUNTY STANDARD. "NO PARKING �� � I I 2.7 AC PROVIDED FIRE LANE" ® ` \ � - _ I FLOOR TO AREA CALCULATION: 2. SIGNS AND/OR MARKINGS SHALL BE PLACED EVERY 70FT SIGNS (TYP) SEE `®® I ALONG THE FIRE LANE. FIRE LANE NOTE ® 5 gRk I EXISTING OFFICE SPACE = 1,600 SF N43° - �[OT S I EXISTING RETAIL SPACE = 200 SF 3. PRIOR TO APPLYING MARKINGS OR POSTING SIGNS THE FIRE 26161,IV ® � agCK I I EXISTING PARTS AND SERVICE = 7,500 SF MARSHAL'S OFFICE SHALL BE CONTACTED TO FIELD VERIFY 75-A-86 490 , PLACEMENT. SHAWNEE VILLAGE L.C. ®` I TOTAL EXISTING FLOOR AREA = 9,300 SF INST. #010017570 BUILDING DESIGN NOTES: USE: VACANT ` PROPOSED OFFICE SPACE = 6,300 SF ZONED: RA �` , I PROPOSED PARTS AND SERVICE SPACE = 9,300 SF 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDINIG CODE AND SECTIONS 311,S (STORAGE) AND SECTION 304, USE GROUP B (BUSINESS) OF THIE INTERNATIONAL BUILDING CODE/2000. OTHER CODES THAT APPLIES IS CABO A114.1-98 ACCESSIIBLE AND USABLE BUILDINGS AND FACILITIES. 2. OFFICE BUILDING SHALL CONPLY TO REQUIREMENTS IN SECTION 1104.4 OF IBC FOR ACCESSIBLE ROUTE TO THE SECOND LEVEL. 3. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) PROPOSED SELF -STORAGE SPACE = 106,000 SF TOTAL PROPOSED FLOOR AREA = 112,300 SF 5 PER F.C. SANITATION AUTH. COMMENTS TOTAL IMPERVIOUS AREA PROPOSED FOR THIS 4 PER COUNTY & VDOT COMMENTS DEVELOPMENT = 219,360 SF 3 PER COUNTY & VDOT COMMENTS 40 0 40 80 120 PROPOSED PAVEMENT BUILDING HEIGHT CHART: 2 PER COUNTY COMMENTS SINGLE STORY BUILDING: SHALL NOT EXCEED 15' 1 PER COUNTY COMMENTS Scale: 1" = 40' TWO STORY BUILDING: SHALL NOT EXCEED 25' OFFICE BUILDING: SHALL NOT EXCEED 26' NO. REVISIONS MWM 1 3-1-05 MWM 2-24-05 CDB 2-14-05 CDB 12-29-04 CDB 11-09-04 BY DATE • V00 o 00 N N Na 0m U 04 M warn E a> N U>& m M 0 N N V .Z 440=44 �E� .. r^ >, cX 0 °' U- L � M 4) VJ E(Dm E2M a- w O c6 N fmoi U *2 0 ��- c) >M - o c U rw� oft- J AU)Q�d00 rn W (4 9 I.-C C N ��� V1 M 0 . r" 0 P4 ® biD U W CA m > F-. � •ti U or-�, M En `0 4 M 0 lc� C +-j A 44� 004 �0* P,1 CA 4�* W E* :� Ono I4 AN W,D NA CA -0� PROJECT NO.: 0404-117-SP DATE.- 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 2 of 7 a Iv W m U 2i a- r M in N LO 0 0 N M PLACE A ROW OF EVERGREEN / J I I I HEDGES A MIN. OF 36" TALL / !PLACE A ROW OF EVERGREEN PLACED 3' OFF CENTER HEDGES A MIN. OF 36 TALL J I j I I I PLACED Y OFF CENTER EXISTING / 6j'HIGH CHAIN PROPOSED LOCATION i I I 6' HIGH CHAIN - / INK FENCE ( ROPOSED VEGETATIVE OF STOP SIGN i u ; r-, -�-\ I I 1 LINK FENCE / / / \ SCREENING BUF�FER _ S 60 44'40" E 700 0 I / t I o 77 �-777- AL i I,I�lI Ii jI IJ I IfI 1 J fei ��40II I II If j III (I I , If} I r ` �''I !I iII II i1I I i I I II IIII'II I I ,I,�II III IIf II� 1II I I4 I IiIiI1 IIiI (1 I1i i I , i '"i j� !I �,�1 ��J I�4I,i�I I� ,iIII1Ii j �II i I {P I `I1 Id IR' I�iII3 I(I IIiI {I , ) � I J {I i (;(p !!f� IIl , I I.I� iI 'I iI! i I�" IIIx III� � I x; I; I f I!III ��,I I1 I I IoI 3I II oII 'I II (I I!I! -I 'i I! I II III I �I I lI IIII I I IIIII I I I► III I � I �I IIIQ I II I I�I I^ IIIII � � 1 III�> II W� I,I I I I I I iI �IiIaF I I' I II' J° IIIII Ii� � I I; Ij E j I[ J I`IIII I1 I� II1 I !►I'II II I ii 1I II I Ji Ii; I1I IIa JII f ii II I� II I! II !IJI II i fIIi I I1 I1 II(I III1 1fI f I III I / / ( II I(ir \\`\J ,F v ��_,\'.... F�l`�`L\._ `• -``'``,_ \;�`=`.`��.p:�c, O.',�,`q,_-__ ��oR �t\``Ips,. y� O'r°roq\ss-!rK' F! yI `; IrLu ¢-p\ -_o'- �\``� *'- a ,` S\ y\`6-\- �` R--9S�`rp q_oo\.85—.T.r .�r-;��'0;\q9-�2om`_p¢0-`g\ /,R_ � LL�IS�� oo�y; oF-QI,� - --,� 'A'►�tjL._ E -/t E#PS ; 3o- _ p$,R ,`yFS -R_i- -Frs"Yl 'T I- F_I `1 ► N,p\�IF.S% ►REI _\_ E\�� tPI- `I# T- i\ - o - � ; 1 t \ ' ,I I '-, r I 11�11 1; NZ�v II . _ 1� 0w_ ' I I 5 - iiE_ X_ ISTIN— G TREE „LIN E AT THE DESCRETION OF THE LOCAL EOS ADMINISTRATOR, THE INSTALLATION OFN WASH RACK WITH WATER SUPPLY SEDIMENT TRAPPING DEVICE MAE, 17---- - 110, REQUIRED. 373 TASKER ROAD EXISTING - SINGLE STORY METAL o N o BUILDING (9300 SF) ' } (1800 SF OFFICE SPACE AND NG, PAVED P`v OF EXISTING PORTABLE3w 0-o 55 METAL SIGN TO BE R � 7500 SF PARTS AND SERVICE) APPROXIMATE LOCATIQk �'wm -LMITS O�EXISTIXI pLC EXISTING 2 LLf SHED M co (1980SF) c ,APPROXIMATE LOCATOO1`4 C'E &ING R 11 ca 60SIGN TO REMAIN IN PLACE AL co ROPOSED RECREATIONALP VEHICLE STORAGE AREA EXISTING 50' SHED cy CONTRACTOR SHALL VER IFYLL 18,451 F}(1250 SF)HATCHEQA u LOCATION OF EXISTING GAS LINEEAS REPRESE T INTERIOR W-PRIOR TO CONSTRUCTION. L6 H CHAING _INTERIOR SCREENiI4CLANDSCA O(SEENOTEON TLINK F WITH 24' T) (SEE N THIS SHEE`THIS SHEET ," n 1 ATE W ISTING VEGETATIVE SCREENING BUFFER �w f?E]tW _E1-t2 EXW-1<E1v-t2IXW Li vwl WM-� _ . F --fM- S6� R14+ 00 Sp- CONTRACTOR SHALL VERIFY LIMITS OF CLEAR LOCATION OF EXISTING FORCEMAINs000NrNiGI AND GRADNG PRIOR TO CONSTRUCTION. N210 S���< ►tID E6U vTO Sco 3g9KRS- - S%_OROeo 2 TE PROS60--00SFPROPOSED WATERLINE SEE SHEET 4, o A A PROILEAA 61 ORFRpto ROApf riW a HAN 'moo PROPOSE® ulto 12 00 LINK FENCE ROPOSED VEGETATIVE ,Z oAO _ SCREENING BUFFER SFpTor TO 3 SEE SHEET 4,4 04c -B _PROFILE B \ ,T233 yItpING\ WRAOE STR.` ',f 50 c14 `1 310,CV) �F R 2 OOR '0ED POPOS,� EBOOR lV NOF3° 4,, - to :11 o 0' oFe Af - _ 1 Ipf 1636_ t r I l t I I I I! J -PROPOSED DI-7 / \e I I I _ - , U L ix- , N 56726,71W t' ^�. � - _\+r7��\'ilI\\ \ \ / -- STR I I PROPOSED VEGETATIVE _ ,- .► _,_ - 7 r _.,- - _ - -` - \ \ - - -- - ` SCREENING BUFFER i PROPOSED 173' OF 15"- I HDPE STORM DRAIN PIPE STR. - XISTING TREE LINE ` #2 `- ---- ` ` - -- -- - - - IMITS-OF-CLEARING ARID GRADINGPROPOSED CHAIN LINK FENCE III i 1 STR. IJ I I I I #5 's46n by s� °10, INSI`, al iPROPOSED 6TOF 15" ' f I � PROPOSE�8 �O' F 15 C _r HDPE STORM DRAIN PIPE HDPE STORMNPA RE \ \ 1 1 i J I 40 0 40 80 120 Scale: 1" = 40' PERIMETER SCREENING BUFFER CALCULATIONS: TOTAL LENGTH OF PEREMITER= ± 2317 LF LENGTH OF PERIMETER WITH EXISTING SCREENING= ± 349 LF LENGTH OF PERIMETER IN NEED OF SCREENING= ± 1968 LF TOTAL NUMBER OF SCREENING TREES NEEDED= 1 PER 4LF OF PEREMITER= 492 TREES NOTE: 1) SCREENING BUFFER TREES SHALL BE CUPRESSOCYPARIS LAYLANDI (LEYLAND CYPRESS), AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE: TIME THEY ARE PLANTED. 2) SCREENING BUFFER TREES SHALL BE PLANTED IN TWO (2) ROWS THAT ARE STAGERED WITH A TREE CENTER TO CENTER DISTANCE OF EIGHT FEET (8'). INTERIOR SCREENING BUFFER CALCULATIONS: TOTAL IMPERVIOUS SURFACE IN PERIMETER = 212,805 SF @ 1/10,000 SF FOR SHADE TREES = 22SHADE TREES NOTE: 1) INTERIOR SCREENING BUFFER TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. 2) REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES:. INTERIOR LANDSCAPING CALCULATIONS. TOTAL PAVED PARKING AREA = 13,794 SF @ 5% LANDSCAPING = 690 SF REQUIRED (918 SF PROVIDED) + 1 SHADE TREE PER EVERY 10 SPACES = 8 SHADE TREES NOTE: 1) SHADE TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6) AT THE TIME THEY ARE PLANTED. REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES. *NOTE: ALL PLANTING SHALL CONFORM WITH SEC.165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE, PLANTING SELECTION, PLANTING PROCEDURE AND MAINTENANCE PARKING LOT PERIMETER T R LANDSCAPING CALCULATIONS: N TOTAL PARKING LOT PERIMETER LANDSCAPING SHOWN = 396 LF @ 1/3 LF FOR SHADE TREES = 132 EVERGREEN HEDGES NOTE: 1) PARKING LOT PERIMETER LANDSCAPING SHALL BE IIEX OPECA (HOLLY),SHALL HAVE A HEIGHT OF THREE FEET (Y) AT THE TIME THEY ARE PLANTED, AND BE PLACE X ON CENTER. NOTE: ACCORDING TO USCGS ON PID # JW0206 THE NAVD 88 ELEVATION IS 754.48. DURING THE SURVEY, AN ASSUMED ELEVATION OF 99.43 WAS USED. THERE FOR TO MAKE THE PLAN ELEVATION REFLECT THE CORRECT NAVD 88 ELEVATIONS, ADJUST ALL PLAN ELEVATIONS 655.05_ STR- # TYPE RIM. / INV. 1 DI-7 R= 71.50 , INV.= 64.80 2 ES-1 INV.= 60.00 3 MH SEE SWM / SB DETAILS ON SHEET 2 F4 ES-1 INV.= 51.00 5 MH INV.= 61.34 CHANNEL LINING* TO EXISTING DESIGN DEPTH GROUND -\__ DEPTH= EXISTING _ROUND 0 0 0 0 Design Left Side Right Side Depth(FT) Slope(H:V) Slope(H:V) Channel Lining 1_ _ 2.00 3:1 3:11 Matting * * USE LANDLOCKTRM 435 OR APPROVED EQUAL CHANNEL SECTIONS A -A 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 PER COUNTY COMMENTS CDB 12-29-04 1 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE u o d- co N C N `0U - 1ca 0' �cM E rnN U>M � a N o a�E , a = o0 2 cV j/ ° c o_r_ a_ J U) 00 rn a� ^M �I C N N V1 Cd Q p , Cd u M � M � O � A PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 3 of 7 co 100 ti. 94 92 .6 REMOVE 351' OF GUARDRAIL AND INSTALL 471' OF NEW GUARDRAIL MATCH TO EXISTING SINGLE SOLID WHITE STRIPE REMOVE AND RELOCATE 155' OF GUARDRAIL - _ -- INSTALL 3516 SF OF NEW PAVEMENT. 2" SM 9.5 A 4" BM-25.0 8" 21B SINGLE YELLOW LINE 2' WIDE r24' ON CENTER @ 450 ANGLE _ SINGLE SOLID SOLID DOUBLE YELLOW STRIPE INSTALL 9171 SF OF NEW PAVEMENT. 2" SM 9.5 A 4" BM-25.0 8" 21 B LEFT TURN ARROW PER r MUTCD(8FT HIGH) / ►�z»;1\\t`�\\\�.�\\1`r01.�—._: 0.5 MILES TOuj ------------------- ......... _ . INTERSECTIO -... _. - --------------- - -- -NJ _OF RT. 3 - MATCHT9EXIST-HVfr _--- - - - - --- -------_---- - -'" - DOUBLE SOND -- - -- -- - _ - - - - - - - YELLOW STRIPES- 3�� --- 3�� — :, 3 3� - _ -- - - _ m "HT TUKN �4RRdV1r- - - �- - - - - - 7 i P R MUTCb(8FT HIGH) _ Az _ -r 24' EXISTING 12' PROPOSED PAVEMENT PAVEMENT WIDTH ADDITION 2080/0 �w MIN. Z_ U- J Z MAX -- - w U MAX 9+50 10+0►0 10+50 ROAD CROSS SECTION A -A N.T.S. 11+00 Hic .; 96 94 m SINGLE SOLID WHITE STRIPE SINGLE SOLID WHITE STRIPE LEFT TURN ARROW PER r MUTCD(8FT HIGH) OVERLAY 29,398.7 S.F. 1.5" SM 9.5 A OVER EXISTING ROAD PAVEMENT AJL� 232' CEFT P �o"� — 200' STACKING ONE 50 0 50 100 150 Scale: 1" = 50' _j s V1Rf�F,gCLf1 - -------------------- 12' PROPOSED 24' EXISTING 12' PROPOSED PAVEMENT PAVEMENT PAVEMENT ADDITION WIDTH ADDITION 102 102 100 100 i 98 98 96 96 94 94 92 92 9+50 10+00 10+50 11+00 ROAD CROSS SECTION B-B N.T.S. oo I � MAX MIN. Qu� Oz_ � � � J � w-- Z � 2:1 � Z MAX �w \ \ MAX � EXTEND EXISTING 18" PIPE TO MATCH TO EXISTING DAYLIGHT - MAINTAIN EXISTING SLOPE SINGLE SOLID WHITE STRIPE — 464' PAVEMENT -TAPER SOLID DOUBLE SINGLE YELLOW LINE 2' WIDE YELLOW STRIPE 24' ON CENTER @ 45° ANGLE ___MA-TCff-T0 EXISTING SO-LIDDOUBLE YELLOW STRIPES o u04 0 � � N C N • 10 � a c rn E rnN N UT CO)� L � VJ C U' cc i O O U ch ESQ, V 0-� N O � N-o QOoai -0 3 OC C L co o d -�CL a00 v A ao 0)rn W o N N ct W � Ct M O � A a aoWz PROJECT NO.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET a L U_ a ti N 0 0 N co 4 of 7 m w o _J O ❑ W O + O p m o w ( U� N EXISTING PROPOSED N Q c° GRADE GRADE 95 U) i a (r) i MATCH TO STA. 12+13.00 4 Z_ OF PROFILIF-BELOW---- ---- - �- -- -- --- -- - ------- --- -- ------ , 85 I I - 80 100 95 .O 85 so 75 70 65 10+00 11+00 12+00 PROPOSED 8" SDR21 WATERLINE W Z -.1 x Lu ❑ F- Z w W X O NZ + om W W�>.i> a�W>> Q J ZO F- W Q� i (3)Ix0 -W ~ :-wz MWF-� W F- (1)NrQZX0 N + Q F-LU0404 QWI--r'� � Qua_ QQ�>ZQ WAN.- cqm 95 - 90 85 i I i 13+00 14+00 50 0 50 100 150 Scale: 1" = 50' U) w J O O +OU �- coLL m W = O mZ +OW r- Fa- U)N Z O -= C14 Q U) W> Lu F- X O ao Oo O � NZ .- co, ❑ � O 000Z Nw �N Z Ocli � (nZ �� ❑ W m Q Q U)_ Cn LL - - - EXISTING GRAD i I i 'I i --- - ---PR POSED - -- -- - -GRADE /Q � Cn - -- -- � - --- -- --- ----- - -- - i--- -- --- - i i i , ---- I ---------- � f � -PROPOSED-8" ---- -- - --- 1 - - - -{ - - — --- -- -- --- - - - -- - --- - -- I � I i II I 11+00 12+00 50 0 50 100 150 Scale: 1" = 50' 13+00 100 �mm m 75 70 65 14+00 PROPOSED 12" SDR21 WATERLINE EXTENTION • O 00 00 N C N m ca • a rn E ON U > N V . ;04 rn�� A-- � O `c ^ , V/ C7 ch ECL arn O — N m >_0,T ❑ o ai -03c c 0 � J a ) a U' 00 0) 1�1 o N N W � cd u O M � o A ` NAP a O� w M v I J M ( o J a o z� 10 �o Q W Ww O H WA PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 5 of 7 M EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is the construction of a mini -storage facility and all associated utilities. The approximate land disturbance associated with this project is ±10.64 Acres. EXISTING SITE CONDITIONS The site consists of one onsite drainage area and is presently and adequate stand of grass and trees. A drainage way runs along the southern property boundary. ADJACENT PROPERTY The site is bordered by Tasker Road to the West, church property to the east, commercial property to the north_ The property to the south is undeveloped. OFF -SITE AREAS Any fill material imported to the site will be obtained from an outside source. No borrow area is proposed as a part of this E&S Plan. Any excess material exported from the site shall be disposed of at a site with an approved Erosion and Sediment Control Plan, or an additional E&S Plan shall be submitted for the proposed waste area prior to disposing of material. SOILS Soils data obtained from "Soil Survey of Frederick County Virginia", 1987, Sheet Number 41. The site is made up primarily of Blairton Silt Loam (38) and Weikert-Berks Channery Silt Loams (41E) with some areas toward the southeast consisting of Clearbrook Channery Silt Loams (913.) CRITICAL EROSION AREAS No areas on this site will be considered critical erosion areas. This site will be monitored during construction to ensure excessive erosion is not taking place. The local governing body, E&S Administrator or their agent, will have the authority to recommend the placement of additional erosion control measures if it becomes evident during construction that the ones in place are not functioning sufficiently. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the regulations. The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved by a variance. STRUCTURAL PRACTICES Construction Entrance: Will be installed as shown on the plans. Silt Fence: Will be installed as shown on the plans. Inlet protection: Will be installed as shown on the plans. Diversion Dikes: Will be installed as shown on the plans. Diversions.- Will be installed as shown on the plans. Construction Entrance: Will be installed as shown on the plans. VEGETATIVE PRACTICES Top Soiling: Topsoil will be stripped from the site and stockpiled in an area determined in the field. Upon the completion of the project topsoil will be placed on all disturbed areas at a minimum depth of 4 inches_ Temporary Seeding.- All denuded areas left dormant for more than 30 days shall be seeded with a fast germinating temporary vegetation. See Table 3.31-B -Acceptable Temporary Seeding Plant Materials. MANAGEMENT STRATEGIES The installation of perimeter controls shall be the first step before any upslope land disturbance can begin, and shall be functioning properly. Any earthen structures must be stabilized with seed and mulch immediately upon completion. Construction will be sequenced so that grading operations will begin and end as soon as possible. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. After achieving adequate stabilization, in the opinion of the local administrator, the temporary erosion and sediment controls shall be removed and any areas disturbed during this process shall be stabilized. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done in accordance with the VESCH 3.32. Any alterations from this document shall be approved by the local erosion control administrator. See Table 3.32 - Site Specific Seeding Mixtures for Appalachian/Mountain Area. STORMWATER MANAGEMENT Stormwater management is being provided on this site to detain the 10-year runoff to a rate at or below the predevelopment condition as directed in MS-19 and all other applicable local, state and federal regulations. MAINTENANCE All erosion and sediment control measures will be checked daily and after each significant rainfall. They will be inspected for undermining, deterioration, erosion and excess deposited material. All deficiencies will be corrected immediately. Excess material will be spread on the site in a manner where it is not likely to erode in the future. All seeded areas will be reseeded, mulched and fertilized as needed to obtain an adequate stand of grass. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved_ ES-8: During dewatering operations, water will be pumped into an approved filtering device_ ES-9: The contractor shall inspect all erosion Control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 8 DESIGN IGH WATER (10-YR, 24-HR STORM ELEV) RISER ELEV 1' MIN 0 � OoU 1 1 �JIVa-� OF BASIN n n n TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass* 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3.1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 Ibs_ - Seasonal Nurse Crop** 20 Ibs. - Crownvetch*** 20 tbs. 150 tbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th ........................... Annual Rye May 16th through August 15th ........................ Foxtail Millet August 16th through September, October ......... Annual Rye November through February ................................ Winter Rye *** If flat pea is used, increase to 30 Ibs./acre. All legume seed must be property inoculated. Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 lbs./acre in mixes. O TOP OF - BASIN , 6' SPILLWAY 2 vV OUT 10 11 nFWATFRING nFWATFRING DEVICE DEVICE RISER SEDIMENT BASIN ID INV IN INV OUT PIPE SIZE LENGTH BOTTOM TOP ELEV SPILLWAY POOL ELEV ORIFICE SIZE ELEVATION A 54.00 51.00 15" HDPE 65.00 FT 54.00 62.00 60.00 60.00 55.32 2" 56.50 TEMPORARY SEDIMENT BASIN DATA 013U 1 1 UIV" OF BASIN 8' MIN TOP OF BASIN EMERGENCY SPILLWAY CUTOFF TRENCH DR-3 END SECTION 2 14V OUT CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 47X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH LIPSLOPE ALONG THE LINE OF POSTS. G FLOW 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL- 10 �C_ FLO iY I��Ilul' 'TI � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIIIII I t 75 70 65 •W 55 STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT 70' MIN. Ai 315:1 am FILTER CLOTH " A MO NTABLE BE 6 MIN_ (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK IN. (OPTIONAL) 12'MIN.*I�IIII�II� E VDOT #1 POSITIVE DRAINA( COURSE AGGREGATE B --TO SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OF OPERATION 12' MIN_ FI SECTION A - A REINFC SECTION B - B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control. and Va. DSWC EXISTING GRADE Plate 3.02- i DO ft 15 . \\ 0 0200On,r pE n- \ 15 in 00 ft � = 0 0 (n-12`` 10+00 11+00 30 0 30 60 90 Scale: 1" = 30' TEMPORARY DIVERSION DIKE 12+00 75 70 65 55 Rate Planting Dates Species Ibs./acre Sept. 1 - Feb. 15 50/50 Mix of Compacted Soil Annual Ryegrass SWM 1 2O O O (Lolium multi-florum) & 50 - 100 BASIN INV IN INV OUT PIPE TOP OF PIPE BOTTOM EMERGENCY 18" min. Cereal Winter Rye ( ) Y SIZE LENGTH BASIN SPILLWAY I I I I I I 1 I 1 I 1 I �- Flow 1 I I 1 I I I 1 I 1 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 (Secale cereale) IIIIII-III-III-III-III-III-III-III- A 54.00 51.00 15" HDPE 65.00 FT. 54.00 62.00 60.00 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 Feb_ 16 -Apr. 30 Annual Ryegrass (Lolium multi-florum) 60 - 100 �4.5' min. 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 SOURCE: VA. DSWC PLATE 3.09-1 2 PER COUNTY COMMENTS CDB 12-29-04 STORM WATER MANAGEMENT BASIN DATA May 1 -Aug. 31 German Millet 5o 1 PER COUNTY COMMENTS CDB 11-09-04 (Setaria italica) NO. REVISIONS BY DATE • U� o 00 N C N 0.CN E 'c rn N 0 c� VI/ V N �CD�11 u% L I` O U (h End, CL CO 2 t6 N CD-0LO m LO a o ai c c 0 � J a ) a� v A w W N O N � . R3 C) � W � O M ~ M � � n F� 'J O �LO v� .Q J 2 Nl o J a o 0 ,N �AW zoo �zW A W PROJECT No.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 6 of 7 T N U_ a v N to N LO 0 0 N co }� 90rtftel b �:� .bwf�� Jd§iP•SY�r �� �.� RT s: w r'r al.Mrry . pxr .J r{p aw^a i ,yn JY d f A vv A i x n,� >vr` Ran •Rr"Y+'nt•,'. id8 K S! Y � ' u x w a { + F r r 2aF select f Bee roe) f f 0 ,. °Wp . } f �r 'k a,, ..° Stan& STANUARD Ip 'bald AI I" seledt backlill PP r'o* 6 1 1 f1112 010, W -.IyeIieral Jr -cgs 1 ♦ t r, y r. u 4 f x ram+select be" Ji . f +� r, p r w� �,a A j{. r s • r.. �I� q' • i+1m .,e --- pseail. yM1 4t r. ��.VY Gi3'I,r4 L. fi^. h fir. �g Ir IF Co yc� A ...ryy •RY der r�+' y tr • a n w r y,. �° •: i select CONCIRM rEN 6 NOTE -- To be ttmpe&ed to 9 +'of AST61 Dfi3fl ifemkinwn dway, TRENCH &_ BEDDING Figure I F�& �, dto aired` t 1 ,rr I ad . Iruirr r:r� �pad I rJ r 4" dote-` !1cremi type lei adjusWe is 1 stow tip be, mftmm r`' VSWM' 4 1� �l II�' 11bi'�tk rY$44 r �D caw mariff vM° y , � E•tiRR�'' y• *�`i�w b �+'r. pp5•ic^ +a, 4 k,, & � � ^'�� ' k, �, 4� .,,.a, :oc i �'�,., a%a.P' �%,Rk;.,,, •,a z +a:trx+ �,r,. a - Yr�au.:m �•.1 � ,�..i ., fi + :.r��"�a•r'�+^?;.'s'�ne1i`pt"�.j �, _ r ; T. 4�,... r�;: n s;, �.+ :,µ»,slid '.";, _ p `r x�+s?'�� '�i'i*ryd.'���ws�ta san '3A 'rs> � y Ek"7 `u•�" r �`-., ,. � c !^�, Gd� k . r� 4,a +e :. +E�a�„� a . a•+pr. ;»Ye�h�'��.. b 77✓� (i�ek,•f�il sal .ix..4•psd, p4 'r SiE o[ S y�• N 1�', 4V I Af • '0°f , 'Kzopj �gng v aa.n p YfAI nt v}#� .°9`. �� '��'e �s5"'4.A���'��CA°v b�ka .�7dfi`1.`��P.Y •Qa k P¢L a✓' FIRE HYDRANT ASSEMBLY fluor g 1 i 5 i i a �i k� 1 a-- i {. 7.' 1 ` a _Y n;+x l i ti .�7 Y t G- c Y .. ,. ; �, _' - _ � . ., `- , Iit!1Sh5t13�'1: ,; ': ; �t��,i3>�tlrJrr►g ' i2. �ar1. atli t :.: � al�d :�tt� .r�r#cre'te: • _. 1� � .. ,.... sty M1 frsr::.. I SIKI -� d �. he fiktmg �rld a�r�st un�tbs�d s�i The g�i�$n�ns` "D. � 1�1' man �r,f� thriiK�'" llrlil�t SI31t;ila#1�S8tt'i�1C)fFt fat. $-'r1r16 concrete pad 1'-6" sq. x 6" deep 4" scree, type adjustable valve box Inn�ti.tin .•.in.grnr Wx U_X 1 b- SOW DIOCK (for valves 12' and larger) GATE VALVE Figure 7 Note: this detail is also used for butterfly valves 6'PRESSURE TREATED PRIVACY FENCE •. • a - •- -- 4 _ i -♦. - ° - DUMPSTER- SLAB ' q - - • -- da ♦ '=" ♦ .. a PRESSURE TREATED GATE W/CASTER -Alf _ 10' TRUCK AP ON - 8 d - • - ° 4-- 4 e .a' ... 10. PLAN VIEW ALL LUMBER TO BE PRESSURE TREATED 1"x 6x 2"x4" 4"x4"x 4-1/2" II u DUMPSTER DETAIL NTS DUMPSTER SLAB II II (MAY NOT APPLY IN ALL LOCATIONS) CASTER 6' PRIVACY FENCE PRIVACY FENCE GATE ELEVATION ELEVATION BOARD OF BOARD FENCE DETAIL NTS #5 16" O.C. EACH WAY DUMPSTER SLAB SECTION #4 12" O.C. EACH WAY TRUCK APRON SECTION 5' GATE 5' GATE FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATION,,, AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALI TWO YEARS FROM DATE OF FCSA APPROVAL. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPE BY, THE AUTHORITY, 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: I. MAKE APPLICATION AND PAY DEPOSIT If. MARK THE TAP LOCATION. 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INS ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERL ALIGNED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEEN 18 AND 21 INCHES. D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PR WORKING ORDER. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED THE AUTHORITY'S ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", %" AND 1" WATER SERVICES. D) FOR ALL 1 %" AND 2" WATER SERVICES, THE AUTHORITY SHALL MA THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRA SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSE (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED)- THE ASSEMBLY MUST MET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO- 1048 OR RADIO READ REMOTES ARE REQUIRED. WITH A E FORE CTOR Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform the current o to a cu e t editions of and latest revisionst h Vir ini ote a P J9 Department of Transportation VDOT Road and Bridge Specifications and Standards the Virginia Erosion and P P ( ) 9 9 Sediment Control Regulations, and an other applicable state federal r e9 Y PP e al o local regulations. In case of a 9 discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration HA and Vir ini Occupational f n Health H R I I" OS a Occu at a Safety andOS Rules and Regulations. 9 tYN ) 9 atrons. V. When working within VDOT right-of-way,all trafficcontrol, wh h r rm n n r r 3et e e a e t o temporary, a shall be in 9 P P ►Y+ accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc-, owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT' requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and - DUMPSTER Sediment Control who shall inspect erosion and siltation control devises and measures on a continuous basis SLAB for proper installation and operation. Deficiencies shall be promptly rectified. NAY NOT APPLY IN ALL LOCATIONS) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until and adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material .and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of ARE VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. D FOR V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entranc*s and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. CTION V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the NEW Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies TO of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shale be notified and given the opportunity to be present during the construction and testing of the density control strip. TALL V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VOOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the Y opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundation of for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing OPER pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. WITH V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in KE accordance with VDOTs installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 PER COUNTY COMMENTS CDB 12-29-04 1 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE �W N o N � • CC3 t � W � cri > U M ~ M � PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 M Y L CIitV SYMBOL DESCRIPTION ROAD CENTERLINE MONUMENT --------- ROAD CENTERLINE AIR RELIEF VALVE GATE VALVE FIRE HYDRANT WATERLINE �— DOUBLE WATER TAP 1— SINGLE WATER TAP -S SANITARY SEWER O SANITARY SEWER MANHOLE STORM SEWER ------------- LOT LINE ® ®m ® PROPERTY LINE O PROPOSED PROPERTY CORNER PROPOSED UTILITY SETBACK ----- PROPOSED ALLEY EXISTING 10' CONTOUR EXISTING 2' CONTOUR XXX PROPOSED5'CONTOUR XXX PROPOSED1'CONTOUR PROPOSED TREE PROPOSED STREET LIGHT rf2fl CURB INLET STRUCTURE --------------- PROPOSED BUILDING SETBACK O STORM SEWER MANHOLE M GRATE INLET MF�# MANHOLE LABEL S fR# STORM SEWER STRUCTURE LABEL ®HE + XX . XX —GAS— GAS -FM-FM-FM- -FM-FhI-FM- EXISTING FENCE PROPOSED CHAINLINK FENCE EXISTING UTILITY POLE EXISTING OVERHEAD ELECTRIC PAVEMENT SPOT SHOT EXISTING GAS LINE ABANDONED GAS LINE EXISTING FORCE MAIN PROPOSED FORCE MAIN FOR THE PURPOSE OF PLAN APPROVAL, MICHAEL W. MEYERtS, P.E. SHALL BE THE RESPONSIBLE LAND DISTURBER. WHEN THE CONTRACT IS AWARDED, THE CONTRACTOR SHAiLL NAME A PERSON WHO IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE LAND DISTURBER. THE RESPONSIBLE LAND DISTURBER SHALL BE TRANSFERRED FROM MICHAEL W. MEYERS, P.E. TO THE CERTIFIED PERSON NAMED BY THE CONTRACTOR PRIOR TO THE INITIATION OF LAND -DISTURBING ACTIVITY. AUGUST I I 2004 VICINITYMAP I. • � 1 GENERAL NOTES 1. All construction shall conform to the latest details and specifications as set forth by the governing municipality. If a conflict arises between these plans and the aforementioned details and specifications the most stringent shall govern. 2. The contractor shall notify MISS UTILITY (1-800-552-7001) seventy-two (72) hours prior to any earth 86C disturbing activity. 3. The locations of existing utilities shown on the plans are approximate. It is the contractor's responsibility to verify the location of all existing utilities that may interfere with this construction. 4. Areas not paved or built upon shall be landscaped. 5. Changes or revisions to these plans shall not be made without approval of the Design Engineer and the appropriate governing agencies. 6. Any inconsistencies, ambiguities, or discrepancies found in these plans shall, in writing, be reported to the design engineer. Any work done by the contractor after the discovery of any inconsistencies, ambiguities, or discrepancies without the approval of the design engineer and/or the governing agency shall be done at the contractor's risk. 7. The contractor shall be responsible for the,removal, replacement and/or repair of existing fences, driveways, signs, etc. not shown as part of the work and damaged as a result of construction. All repairs/replacements made by the contractor shall be equal to or better than the pre -construction condition. 8. All materials used, not utilized as part of the finished work, shall be free of unsatisfactory materials (wood, roots, boulders, etc_) and non-compactable materials. 9. Subgrade compaction shall be certified by a qualified Professional Engineer or a technician certified by the appropriate governing agency. 10. Fill areas shall have all extraneous materials (wood, roots, boulders, etc.) removed prior to placement. 11. If bedrock is encountered at the subgrade, an additional 6" below subgrade shall be removed and balled with suitable material. 12. Terra Development Services has NOT performed a geologic/subsurface investigation of this site. Unusual conditions encountered such as unusual soil classifications, water table, sinkholes, buried rubbage, etc. shall be immediately reported to the design engineer prior to proceeding with the work. 13. All fall materials, not used under building slabs/foundations, shall be compacted to 95 % maximum density as determined by the standard proctor test. 14. The compaction of fall materials under building slabs/foundations shall be done in accordance to the recommendation of a qualified soils scientist/engineer. 15. Traffic control within public street shall conform to the Manual Of Uniform Traffic Control Devices and as directed by the appropriate governing agency. il &� �+ } Descrip ion 1 1 a 1 TITLE SHEET SITE DIMENSION & COMPOSITE 2 PLAN GRADING AND E&S CONTROL 3 PLAN 4 WATERLINE PROFILE SHEET 5 E & S NOTES& DETAILS 6 MISC. NOTES& DETAILS ED BY TIDE FREDE4ICK UNTYZONING ADMINISTRATOR ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 PER COUNTY COMMENTS CDB 12-29-04 1 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE ® o 00 N(V � tII 0 p .ON E ® �> d) O 600 M '& Q. C0 ®"�pN ® O Lo ® O bi cc 0 J U) O O IN w y PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB 'SNEET 1 ®f 7 y UT v m m t U_ a CM 1p N In CM 0 0 N M To lo Je �WNI At 6. 5Z ivk. vT 0-1 Xl� r4 V��: ott) bem t;.,�J You, 10 A S fit llittafr a ")Wi4 r1i'm . �o 1, 31, Mt: 14, fi 'nit, yy fj "I is Rl �Il� rA oy pi im, om "AIN,bb io I ii i ==1 APPROXIMATE LOCATION APPROX. LOCATION OF STORAGE TRAILERS NOT 75-A-86B I OF 10' GAS SERVICE EXISTING WATER SERVICE SHOWN SHALL 8E REMOVED REPLACE CHAIN LINK FENCE EASEMENT CHARLES E. & WITH OPAQUE BOARD ON BOARD APPROXIMATE LOCATION OF :j: OR RELOCATED INSIDE EXISTING PARKING MARKINGS LiNDA G. HEATN EXISTING GAS LINE. CONTRACTOR I. Q: I EXISTING LOCATION OF OF THE FENCED AND FENCE WHERE LANDSCAPING IS : . p PROPOSED NEW WATER TO 8E REMOVED D.B. 491, PG. 651 NOT PLACED TO FIELD VERIFY PRIOR TO (,!, :-<: �_ I CC-6 EXISTING WATER SCREENED AREA. USE: BUSINESS CONSTRUCTION. ME7ER SERVICE CONNECTION Ro ::� W I CG 6 ZONED: B2 /// . Z. " :... QIz PROPOSED LOCATION 3 :�: �1z PROPOSED DUMPSTER I L . W 1 EXISTING WELL OF STOP SIGN :: ZI i _ - SPARKING LOT SETBACK 5' CURB PAD WITH 6 HIGH BOARD :_�- I -- �.._ _., ._.__, ..__-__ _ - -__ __ _ ___ . _ __ S 60°44'40" E 7 .03' OPENING ON BOARD FENCE AND GATE _ -' ? : - - e- �_: �!� .*t_--}!-�Tln�l.�._-! , Z� �G 1.,-=- --.. ..._ _ ' - - - � - - - - - - - -. - - I ( - -- -- _ _ - _ _ _ _ ----- - -- ----- -- - - - - - �- - _ , - - `- - - - -=.. -, - ., -..-..,-�---- - �- - - APPROXIMATE LOCATION ^�� _ _-: -:: ; - -', _ G „ , I I � CATION - OF 10' GAS SERVICE trr3 .A - I ------ `------- I APPROXIMATE LOCATION -•. OF EXISTING PORTABLE . .. I ��4 ti,.3Mr�-MI13 M '-"13___,t -- .,-M Al END CG-6 I 1 P R IN S A S 14 PA Kt G SP C S ��= , I EASEMENT METAL SIGN TO BE REMOVED. :=::I I � ► 1 1 �_ -Q,o END CG-6 4 15 MIN.\ , I - I SID I 1, ,- I I _ - I - I I START CG-2 EWAL I K EP N I x i h AR 5 1� --_ _ ATr - O , N Rr 2 � CURB I :::: ;� � -- _____ - - START CG-6 , c.9 O E NING _ 3 �1 _ 5 +- _ I ( I - I- 110' - I - cq W I - _ _ I Y _ 3 _ I I .... ...... � , _ _� _ x: _ w , U O -I-- � rr _ { (7 _ T NG - _ w 373 TASKER ROAD EXIS I Q _ ¢ Z � ,I -=-1 I 1 1 _ "- � I - - I SINGLE STORY METAL _ - - - - _ o I i rn _ I o -rr:r.':ri:'i:•:ir::r.:•.r:i•r:•r:i{•:i::•r:-:i•r:.....................•'••c:•:,.,.1 3 = I 1: _ _ _ _ BUILDING 9300 SF LIMITS OF EXISTING PAVED PARKING = ' I _ 24' I R _ _ W 1800 SF OFFICE SPACE AND ::...........:......'..._ :::'::::c :;:'::':::: ::'::::::'::':::':_: I. � _5' WIT ... _ I . _ w cn U co W , - - o ( c°� 55' I J - I { . I ( ' . t O _ I o 7500 SF PARTS AND SERVICE :::::::.-.::.. _ :::::.:::::. _.::::.:: _::::::.: _ :::. _::::.-::.:::: _: _ I UR � . ? - EXISTING { I 3 B r U x = I 1:. - _ :. ►n O o I co 75-A-86C I { ¢ I -. �" " " " " ' PROPOSED FORCE MAIN SHED cq11 :::::::::::::::::::.:.:::::::.:::-::-::-:::'::-::-::-::-::-:::-::'." ..'.:-::-::-::-:.'. . o W Q r J - I THE HALL PARTNERSHIP II L.L.C. I m � I::::: I -I --- I �- NNECTION TO EXISTING =_�=� M------.. .- ,�, M CO (1980SF) I I w ¢ _ _ - - INST#: 04 3580:::::::::::::::::::::::::::::::::::::;:::::_:::::::: :::::::: I co APPROXIMATE LOCATION OF m to I AS REQUIRED 1 �I w ► -I-- - - I - I � 2 „ :::: :1 _ U Iw USE: BUSINESS ...-.. F- I in EXISTING 4 SEWER FORCEMAIN. I:::: _ I f I OI - _ - ........... ...................... . .. ... . ............. N::::::::::::::::::::.:::::.::::::._.::::::.::::.::::::._::::::..:.. '•-'1 I ; ZONED: B2 I ° . APPROXIMATE LOCATION OF EXISTING = = •' I I ::.; I i c� cn 1,: NI R7 I - z �n i L'.'.:::_::::_:::.:::::::..::::.:::::::.::_:::::.:_:._::.::::.:::_ ::::::.::::..:::::.:.'. ..._.....:. ::. _ I APPROXIMATE LOCATION OF N TO REMAIN IN PLACE c� 100' �. I- - - 60' _.__ I ::.::::_::.::::::::.:::::::::::.::_:::::.::::::::::::::::: SIGN , t 1 I_ _ C., 4 A KI r;" J ABANDONED P�2fJP0SE ` .REC t �'�l�L::: I a{ EXISTING 12" WATER LINE. I _.I ZI-. ....j... p:---- ----- S A ES I EXISTING 50' 1 _ ICI I= = = I _ _ _'I _ iol GAS LINE :=::;t/EHi f: S:T(�R�tE iaR_::: I �I . 11 s =: =:1 _ .. ` .......... . .... SHED N I ..:._:......:::'.:::_:::.:::::.:_ ::::.:::::::.:::: a APPROXIMATE LOCATION OF I.-.- i {.. . .....---••. .......1E&.-1.�I^:::::::: :::::: ::::::: _ 6 Y I W (1250 SF) I .......�....,..:...:....... ).: _...,,.:-:.............._..", I I �{ SEWER FORCE ::11 . .......... C� W SE O CE MAIN. CONTRACTOR -- _ _J ::::::::::::::::::::::::. :::: ::::::= ::: - I ¢ J - I- TO FIELD VERIFY PRIOR TO •. :• 1 .:...................................................................... I I--- I m I . . . . . . . ........ \ I U Q o I REPLACE CHAIN LINK FENCE L :.. ::1 I w : . .......... • .... • . F- or � � WITH OPAQUE BOARD ON BOARD 20� -I::=..........:::=:PR£�P��E�:......1•#fG1±#: = _: R100' CONSTRUCTION. I I.... I 1 . -I- • • .. EXISTING I u� F- I . ...R4........... FENCE WHERE LANDSCAPING IS FIRE LANE EXISTING I ..-: �i cfft:3::I :�Ei�lC� :. - :::I 1 p EDGE OF I N --------------------- jj NOT PLACED DUMPSTER I .-.-----:::=:: T .... .. SET ::::::= :::_:.{,: �* I ° { _j - - - - - - . - - . PAVEMENT 30� I INSTALL:::::.:::::..--::::.:::::::..:::.-.-,-'...........................::::. _ --1I _ ..............CO C-:-:: 0 L PAD I :::::''� :;;:=: :::::; : __-__ PROPOSED CHAIN =::)f- :::_ I Z {;- 20' �„ _Fl�-__F "NO PARKING - LINK FENCE EXISTING 20 W - I ? M - :�: -:.:=:=:::-:::-::::.,. : = ,.,. =:.: --- --- - .... _ :: E-.. g •, - I Y Y ... - ... .. FIRE LANE E{-j -� INSTALL" FIRE LANE„ I � _' �..:..::.........:::-::-::........ - ............... DIP WATERLINE _, t...: U - - • Pl aPGSSEb- - ry' sr/ 1 - 8" TO 6" REDUCER INSTALL i ::::::::::.:.:::-:::::.:-::::::::.. :.-::.:::- .... . :..q - ra< �t ,. �;, NG SIGNS (TYP) SEE :, ..... ;.:::::::::::: _ _ _ _ I I - =�,2E) ;-,;,XV,-,2�-,z�,;-,zE�-.,2E --.. w I: _ :: a Gy4TE 4 � SpAc 1 - F.H. ASSEMBLY 20 LF OF FIRE LANE NOTE I �S' _-] F W " : 1 in W \ FS I 8" SDR21 I .. ':�.. .... . i ¢ I I N cn "" ;.'.. \ice---- _... _ _ ... _ .� ...'.. _ { was was _ _ war a e --- - --- --- ----- ----- ---- R -� t' 103.3 C7 INSTALL: I REMOVE END CAP AND INSTALL O = :'- pp a t :::: ice*- L , .... . pp I ZI .. ... - ?."'�� ; �...` BOLLARD I 1 - 8" 22.5° BEND - - - - - - -I -- .64.8 . �'.•.. { I 40 LF OF 12" WATERLINE. MATCH : j CrtE� -::: STAR G-6 I . . -' --------------- •-- 0 i W ,n��.... -' ..-...'i ��,,._..__. .. -- (TYP.) --- - -----. Yb SLOP ERMINATINIG�I ---- ----- - `"F-� ---- M-••--�"-... ---- RA-F,,; - EXISTING WATERLINE TYPE. M FA1� , l''i� ` ' . ��� :fir- �� -FM F„--.r-rFa--,u-- _ im INSTALL: co END F,CURBING °pI - R . _ _ . - . . E- Z I R 00' ... i'o OI us 3s9 T = ,F END CG-6 �`��rJ 3 „ 32.,...',o,. Fp? q5,�-_; ... Rp. 20 I /� 1 8 X12"TEE :� 1 91.1' ST- FiQ ` , ........ . o ....... - '---------------- -.o .. WATER 14+60.0� 1 - 8" GATE VALVE I E _ I �i _ c�, RySRogo { '. `�---•-- : �Es------•••••...•.-------- -. .... INSTALL o _ r. { o . �- MgTF F�F_ U/I✓/T �� (� �� p` EASEMENT j 3.T 2 - 12" GATE VALVES . I : _ ` 960 c�N sI U _7 iN- go . . "NO PARKING ::I I I : I I �- OS TR 4 / . . '.'..�•.'-•- -� �-�.'.'_--.6'PP� ��...- - .. -�� 2 PROPOSED FIREWALL _-''"�J;.:�.... _•.•_-_•.-. ........•-- 7 G -- . .. a 9?0 FjF O�� FQ 2yr` . . 2a - J5r G INSTALL 20 LF F -- ............. ...... . . - (FULL PIPE L - - - - - - - - - - - - - ° �O /� FO i °� " O .... . ' '` UNIT # ,axjl SDIN INSTALL 338 LF J�.�o �W .. . ( LENGTH) SIGNS (TYP) SEE 6 :I 1 I�.: 91.111C�-2 { ... • • • • • • . • .. • ..... ` .. _. SFT ��p�l/ - - - - - - - - - - - f. STALL: ',. , R PD p,G'E `'`".'.�.-�- . OF 12" SDR21 BEYOND . O G `\; O R q� / INSTALLS - - - - - - �- - Rj - - 1 ;-8„-45° SEND r--=- gKER STO OF 8" SDR21,,- 1 �� M I 12" X 8" TE FIRE LANE NOTE : `�-_� ° `�� ... _ ...'. . - g SE LE - / .... ---.' TP LF' L D I - ....- .- ��- 6.6'I E --- 36 Y O 8. „ !,r :I I 1.:- I :- �'��� ............. . • ......... '\ / 1 - 8' 90 BEND '� ; � - p 2 gTOR E CON1,y�- ' "�: : � ::: :: r` �! :::: : INSTALL 1-12 END PLUG 75-A-87C 3 34. `� / PROPOSED �- R OSE IMP 00 IFS 1P r. _ _ y ' ' '� '' 21 LF OF 8„ c�j ........... START CG-6 P 1,6 �O g,v _'.... o �\ - ... c OP CI- SF x- �-.... TRUSTEES OR THE °-1 I I:' SDR21 .FIREWALL _ . 1 SF i <<_ , (= \ ... _ ...... .. 00 � ....... 51 AGAPE' CHRISTIAN ,_I I I:i 4' • - INSTALL 32 LF , I _ ----� ` ..... pW'....".,, - _ ..., `, . , ................... , 1-._�'. ... a. 80.6' I �_. ` -��`` .... • • . • • . • • ... ��� INSTALL 63 LF �� .' _ .1NG d INSTALL FELLOWSHIP CHURCH I I I = _ _ _ / > - - - OF 8" SDR_21 ,_- .- � -.- - - - - -' GE V_W_0 ' 2. 1 I 1 - 8" 11.25° BEND D.B. 874, PG. 278 = -�_- . . ��\ A ��� _ OF 8" SDR21 i- _ _,_ .... • . . .+.I I I ....�`_ Ro,, 3g \;`._.....�i.. ..••• :��,- i --- I. ..r %.., -- ..'.BW_------�'!, F-STOP -------•----•..... ... USE:CHURCH �" ) l I OSFp 9 T,q5 ?s �� .. . i ... �.. ' � � = '`2g0 pRY SEA I I ZONED: RA =1 �. ....�._... R I: I . j : r5 kF O ���` .. -- ....... A�...........:� �-� ��-r'`��1� 1ST ; _ 1�.'.'....."• .'•'.'.'.'.'.'.'.. •'....... 61.9'I 20 T R ...................... �. v p I a 73.4' I `'�-� TOSRr S`c�0'44 U .IIdS�ALL �4 LF �o .e !� - ' 6 pRppOO s-�pTA,.� ::::::::::.... i^ _ FIRE 3 I I °OS FS7-0, N/T \_ OF 8" SDR24 . UN`T # 580 " - LANE R I_I I - -- -- ------ !o '�;ti. ._._'...:.: .,. FTOTq ? �`` ................ o-_:...... _ r, pPD ,-,-� - .. %� Iz GFe \ - SKER R I PROPOSED CHAIN :] I I 61' - i �` ...........��_``` /�O/ _ r� 3gg TP - ... • ; .r�,_� % ... - - - ---- - -- - LINKFENCE I r� I R1 �-•'........................:.:...'. `� NG INSTALL~` 12y 0_ r- i 5;.. 53.5' -;` 1 - 8" TEE .45.'I- . . ,-` �r 8:4' -- .�...-•--••• /, • .... `--'•••••••• - - ............................ - # I ........-- o : j I { . _ . _ _ . .. R • • • • .... ... . 2 - 8" GATE j • • �!-` 2g0'�''D UNIT 7E BvILp NC' �_-. '�� _ ..... I I Op 3 `;- ------ --- i .... � OP O G _: f.--.- ` OSFo 69 TqS 2 L `Es i .'.'.'.I.'_'..'.'.'... ... . • .. ,--'''' PSKER R 4F-S� _ = - ........... . ..i......................'� 7 , '8- �.....-.....,..-_-....... 1._.....3.. i gE I I I I S F \ , ... 3g9 .f, - .'� ........................... I NOTES: I1 I I Tony h'RO,Q ''`�`...._'------------- �.... �......... i f`_ - 1 STOR a,700 SF - . . . .... . . . ...... . ....... 64.4' �: I .. _ ........................ r8 sE�F a �N/ ,�.........................:�:..:.�..'..'... _ .......... OPOSEp _ :........ ..... _ . ^'.... . 72.1 I ....... PR ...'.'.'.'.'.... --'`' I 1) NO INDIVIDUAL STORAGE UNIT SHALL EXCEED :I I I 20� =e �O SF ST T3 . �`,. _ .... - --'`'� . i I.i i AFIRE LANE -1.'.. - - ,' 1 _ lOTq ORgG� 4 `. _ . _ .... I_:_:_ ... ;-�- ' INSTALL: -,�-.' ,,r-... . ... . . . . ....... ;ter ,.... _'.'_'.-.-.' I I 1,000 SF. ��� _,;! _ _ .. _ _. -. < BU `...... . . ..... I (� 1 8" 22.5° BEND ._........jj -- ---- _ - - ��- - - - - - - .....o_ _ _ _ _ ... _ . G .,-' ' - • - - .. .. _ . ....._- - - • - - - 2 THERE IS NO MAPPED 100-YEAR FLOODPLAIN ON OR I" La �- 57.6 .� - • • - - � �`� • ' • •-•.--'.• ................. � INSTALL � 6 - " " " " ; - ,- , - _ - - - - - - - - - - - - - - - - - - - - - - - - - - ;-`' PROPOSED FIREWALL � - - MEDIATELY ADJACENT TO THE PROPOSED SITE. 3 .1 0 ���� �'`��_.. 180LFOF8" - ........ .----...--•••••••-• rZgO' FIRE LANE NOTES: R=2" SE NOTES: SURFACE ;UBBASE 1. This item may be precast or cast in place. 2. Concrete to be Class A3 if cast in place, 4000 PSI if precast. 3. The depth of curb may be reduced as much as 3" (15" depth) or increased as much as 3" (21 " depth) in order that the bottom of curb will coincide with the to of a r f d course o P the pavement substructure. otherwise the depth p p shall be 18 . STANDARD 6" CURB (CG-2) �_, M 7" MINIMUM Curb and Gutter may be cast in place The bottom of the curb and gutter may Class A-3 Concrete. If it is precast, be parallel to the earth on which it is it shall have a minimum of 4000 psi placed as long as the minimum 7" concrete. depth is maintained. COMBINATION CG-6 CURB AND GUTTER 2" SM-9.5 A i- 8„ 21-B Subgrade Notes: 1. 21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor octo 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. TYPICAL PAVEMENT SECTION FOR INTERIOR PAVED AREAS PARKING DATA: PROPOSED OFFICES @ 1 PS / 250 SF 6,300 SF BUILDING = 26 SPACES PROPOSED MOTOR VEHICLE SALES (EXISTING BUILDING) @ 1 PS / 400SF 9,300 SF BUILDING = 24 SPACES SPACED REQUIRED = 50 SPACES PROVIDED = 58 HANDICAPPED SPACES PROVIDED = 2 SPACE TOTAL PARKING SPACES PROVIDED= 58 SPACES LL I I N .I"," - PROPOSED FIREWALL . ................ -. ......--�-------------- -- \ ...... -• - -- n: 25 - ' ' ' ' ' .. o " " C, I THE PROPOSED LAYOUT PROVIDES EMERGENCY SELF SERVICE STORAGE SPACES REQUIRED: - �.. - I I ► N R .... • j- - �� 25� ................... • • • .. SDR21 ; ... r �NI-f #8 p �plN I ) �, ..� "....'.'..... �� O / .. D E B I I I ( - . - . - 1P, �` • • ' ' --•-' - •.-.-.-.-.•.-.-.•-•.- ...... . ; - Rpp�`'O�C, �1-rr- ....... CCESS TO THE NORTH, SOUTH, EAST AND WEST SIDE 1 PER 5000 SF -••'--...... --•••• bpo 36g_._ . --- --- .... -�gKER F-ST F ..------ ------ --.... ... I I F EACH BUILDING IN THIS PLAN. NO FIRE LANES ARE 110,000SF/5,000=22 t I I I TART C�-6i .. _ ... / SFp Tq5 ��, _ . �- 3gg TP Y SEL 15p S - . `r.... `pc��S n .... . . . . . . . . . . . • • - • / ?ST KF - �pR 10, SF '' I EING PROPOSED. TOTAL SPACES PROVIDED= 22 SPACES I I W I ................. . ........ O RR'' . .'3 . . .. Ep 2 S LOOR - 10150 ,y....'... - - I HANDICAPPED SPACES PROVIDED = 1 SPACE `\� / 7S Ry Oq'Q� a I r pS T F - _ _ 7 LO E I - )- SF (�`�� - - M I OP 1S FI- OR TO L_�- )PROPOSED SIGN PERMIT SHALL BE HANDLED BY I �- ��I- 2NQF4 1-4p.ST i ......:. -- ---- , - PR 2ND 00SF TP,................................ I I 1 � _.:._.: -1�'`e �O 8 I , 20 3-. EPARATE PERMIT. - . - _ _ ° I I Z I ry 1g !c , pT 50 SF O/NG ; `3' �... 5) REF ER TO ARCHITECTURAL DRAWINGS FOR EXACT 1 p,4 .. m _ I I ,� ` / _ .... - - - - - `-- „ - .. - . - o- - - - - - - - - - - - - - - 20' INSTALL I BUILDING DIMENSIONS AND EXACT POINT OF ENTRY 1 w _ ----- 1 I I ..,._-Y P �i .'.'................. .I. _. . - - FIRE LANE "NO PARKING I I FOR UTILITIES INTO BUILDING. w ---_. 1 I N 1 C S ...... ........ /------. ----- , FIRE LANE" . . . . . . . . . . . . . . . . . . \_J _ I N 40-50-03" E ) CG-6 _ " " " ... " .. SIGNS (TYP) SEE 1 6 ALL PAVED AREAS, NOT UTILIZED AS PARKING, SHALL 29.35 I II ?�, . ° - BE CONSIDERED LOADING AND UNLOADING SPACE. SITE DATA: - ----------- TALL`--- ----- --------------------- EP FIRE LANE NOTE I I I /1.-8.22.5-BE ... - I ��v_-�___. _ k _ I TOTAL LAND AREA ON THIS SITE= ±10.59 ACRES I _ _ _ - - - - o Q - 7) LIGHTING FOR THIS SITE SHALL BE MOUNTED TO THE TOTAL DEVELOPED AREA ON THIS SITE= ±7.5 ACRES ry INSTALL i i ( L _ ._ _ _ _ S=PARKING LOT SET_BA_CK 33 LF OF 8' BUILDINGS AND ARANGED TO DEFLECT GLARE AWAY TOTAL WOODED AREA ON THIS SITE= ±1.7 ACRES N 56 26'10 W _ _ _ SDR21 END CG-6 `y I I FROM ADJOINING PROPERTIES AND STREETS. TOTAL WOODED AREA DISTURBED= ±1.2 ACRES -- � _ _ 22® -�� __ I I 8) SEE MISC. NOTES AND DETAIL SHEET FOR STANDARD BUILDING AREAS: �\ I%% , � I CONSTRUCTION NOTES AND DETAILS_ � � - INSTALL- I 1. FIRE LANE MARKINGS AND SIGNS SHALL CONFORM TO THE FREDERICK COUNTY STANDARD. 2. SIGNS AND/OR MARKINGS SHALL BE PLACED EVERY 70FT ALONG THE FIRE LANE. 3. PRIOR TO APPLYING MARKINGS OR POSTING SIGNS THE FIRE MARSHAL'S OFFICE SHALL BE CONTACTED TO FIELD VERIFY PLACEMENT. BUILDING DESIGN NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDIING CODE AND SECTIONS 311,S (STORAGE) AND SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODES THAT APPLIES IS CABO A114.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. OFFICE BUILDING SHALL CONPLY TO REQUIREMENTS IN SECTION 1104.4 OF IBC FOR ACCESSIBLE ROUTE TO THE SECOND LEVEL. ...... ,., -1 ` INSTALL "NO PARKING FIRE LANE" SIGNS (TYP) SEE FIRE LANE NOTE 1 - 8" TO 6" REDUCER I TRIP GENERATION DATA: SELF -STORAGE CLIMATE CONTROLLED: 38,400 SF SELF -STORAGE: 67,600 SF \ 1 - F.H. ASSEMBLY \ I PER I.T.E. TRIP GENERATION 7th EDITION (PAGE 240).- TOTAL SELF STORAGE.- 106,000 SF ` I I 200 TRIP ENDS RECREATIONAL VEHICLE STORAGE AREA = 18,400 SF �\ I I (100 ENTERING / 100 EXITING) MIN. LANDSCAPE AREA: (15%) - 1.5 AC. REQUIRED ` , \ �` I 2.7 AC PROVIDED FLOOR TO AREA CALCULATION: �; � , , 5"o - EXISTING OFFICE SPACE = 1,600 SF N4` - t O;, I EXISTING RETAIL SPACE = 200 SF 46 W _ e I I EXISTING PARTS AND SERVICE 7,500 SF 75-A-86 49° 1`\ - SHAWNEE VILLAGE L.C. *14% *,.-- � � i I TOTAL EXISTING FLOOR AREA = 9,300 SF INST. #010017570 � , __ I USE: VACANT � PROPOSED OFFICE SPACE = 6,300 SF ZONED: RA I PROPOSED PARTS AND SERVICE SPACE = 9 300 SF 40 0 40 80 120 3. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC Scale: 1" = 40' SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) ................ PROPOSED PAVEMENT I PROPOSED SELF -STORAGE SPACE = 106,000 SF TOTAL PROPOSED FLOOR AREA = 112,300 SF 5 PER F.C. SANITATION AUTH. COMMENTS TOTAL IMPERVIOUS AREA PROPOSED FOR THIS DEVELOPMENT = 219,360 SF BUILDING HEIGHT CHART. - SINGLE STORY BUILDING: SHALL NOT EXCEED 15' TWO STORY BUILDING: SHALL NOT EXCEED 25' OFFICE BUILDING: SHALL NOT EXCEED 26' PER COUNTY & VDOT COMMENTS PER COUNTY & VDOT COMMENTS PER COUNTY COMMENTS PER COUNTY COMMENTS NO. REVISIONS M W M 2-24-05 CDB 2-14-05 CDB 12-29-04 CDB 11-09-04 BY DATE • CD'� ,;tU °° O N 0 U • 04 a .E N E � N • V > d, Et) d 6 N - LM 04 r^^�t� (D404 20)M m � C U E2�c� a - co C .F, N FEE'a? '02 i ` O o 0 . ai c v3 0 L c� 0 J Q U) a AU 00 W 9 11C o N N M (A O .� p; W .� bQ 04 � v .� �> drN T��/ � V1 Ct 4 or-, MU con 00 M s:� 4 ,ci I0 � :� o _4__j CA A O� w � � �� a: �" n ( Q O :_�w 4 O _ . - ,VnI%Y o � Z � fsl �� A<� 4 44� Ca H 00 CA 4�* W �* H N A N W NA I~ 4 CA _4� PROJECT NO.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 2 of 7 i >, 0 am M L U 2 a M LO N 0 0 N M 1 PERIMETER SCREENING BUFFER CALCULATIONS: PLACE A ROW OF EVERGREEN HEDGES A MIN. OF 36" TALL { I � PLACE A ROW OF EVERGREEN / PLACED r HEDGES A MIN. OF 36" TALL 3' OFF CENTER f f f // r' l I / / (( / h PLACED Y OFF CENTER EXISTING f / / / / 6' HIGH 6HAIN LL PROPOSED LOCATION i 3 i t 6' HIGH CHAIN / / / / / INK F�NCE \ 1 ( ROP\OSED VEGETATIVE I I ( J OF STOP SIGN LINK FENCE / / / SCREENING BUFFER � I j � � � / / ----S_6i0°44'40"E 700_.03' v -sl- Al ,J 1 I I I I .�,� —�—�-----------�/ ( `�� •\\ �� `\ /\ � � J� � � EXISTING TREE LINE AT THE DESCRETION OF THE LOCAL E ADMINISTRATOR, THE INSTALLATION W WASH RACK WITH WATER SUPPLY \ ,------ ; SEDIMENT TRAPPING DEVIC� MA I I { i / �, I w, Q __4 —Jr 110' — REQUIRED. I { I (II o z o 1— 373 TASKER ROAD EXISTING p — - I SINGLE STORY METAL L ATl �I� 1 Q o 0 L ; _ _I BUILDING (9300 SF) _ LIMITS CE.EXISTING PAVED PARKI G APPROXIMATE OC jCI I 1 o I I I / I C _ " LE w co w I I (1800 SF OFFICE SPACE AND \ I OF EXISTING PORTAB41 I ,I I I I ' w O U -'-1 0 7500 SF PARTS AND SERVICE) I 55 METAL SIGN TO BE REM Q d I j V 1 Y a a',C - t_ \ I I I I I I I I I rn' I° i Q �o O h - I j EXISTING 1 \ 44 \ a ra — SHED � I I 1 •- I 1980 SF - m _ I I N I 3 _--� - CV)i i 1 1 APPROXIMATE LOCATION d� )q1§711NG/I I I , SIGN TO REMAIN IN PLACEI I I I I cv o \ — I L 60' EXISTING 50' / �. �I 1 PROPOSED RECREATIONAL .' I I III ( I w I I i t 1 1 ( I VEHICLE STORAGE AREA I LL SHED N t I I i I I{ I` . -I� (18,451 (F) f II � CONTRACTOR SHALL VERIFY w � (1250 SF) LOCATION OF EXISTING GAS LINEHATCHFq AREAS c7 X ►- I \ a I PRIOR TO CONSTRUCTION. , REPRE� INTERIOR SCRIfEINNG0< L 6 H CHAIN g w (SEE NOTE ON, III ( ( I ( \ (SEE NOTE N LINK F E WITH 24' I I I II II I1► III (I�I�3 11 II III W I �^III , 1I is \\�\!,�' , \ l �1V'r � __ � \ `` J+ i GATETHIS SHEET) THIS SHEET 1I II L 30'L-:I _1 - ��M—FM I / XISTING VEGETATIVE SCREENING BUFFER { I I I I II I I I J I { ( Me \ \ ~ \.\ / I G / f I ' f \ •/ :I. W .<ero -t,c� ,r,v ,< txw W W � a { I I I I I I I O A ,� / � I O / QPS`` SF FMB -'FM. -FMB 1 •�,,ii, t'f.1FM-Ih1- a 'r Fp� l � . I ' O 369 qO . , . 14+ �x 0067 CONTRACTOR SHALL VERIFY jql LOCATION OF EXISTING FORCI IVEMAIN11 9 _�-,y — F� LIMITS OF CLEAR NIG ® r2 ® PRIOR TO CONSTRUCTION.AND GRADING S N= eyG BUIpIN RApsco _ ROC=E© O OSED G�Mp,TECu FLOOR Mo . fZ II I "PiRE /l PROPOSED W ATERLINEE6>_3,200-4 SEE SHEET 4, II- ING /A A PROFILE A -A PRoPO369 Tgsk .?SO,`` f 6j ��� Gi - `2gS�ORY F ELEV 1 { { 1I \ STORY RRO \ _ --� aW �: pOSEp I f ! I I I 1 { J J m \ \ �� ? sF<� DUN o \ @W ��� #6 PRO { I A W - o %- UNIT 5800 - r -- I i I -�- RO - PROPOSED H� N �I 1I I { (} (I II `II `III II j I II II1I ►I {I IIIIIIIII JIIJ I { { _ �O—$a3g_9 LINK FENCE �i F �lI -PROPOSED VEGETATI VE' �'�� F4SCREENING BUFFER6UILpNo 'OP36KE gEp� O ST N/T#`3 �8a ° \�. � - �''��- '� ` ���-�� lq� R9G�c4 _ -- �\ k� -, m ` - SEE SHEET 4, PROFILE B-B 'EIEv,:T� 33 �0; I oilI 84o° C6MG i� o IT srR.— { R Tp,SOLF10150 Fi /) / — \ \ \ / �FpRy�RR�q p ` 3 'f_'- Oseo 2 F�OORR ,1015Q SF -- ' _ 0 N I I 1 (III ( I I I { { I I I I I I I \ -` �2NpF� OOR < '�'/T 4— P moFL T�-P �/ r f� � � I I I { I I 1 { f f j � '� __..- --_ -_-� ` �`•-- __ , ___ �, o° sF --8 � ° sF et��� p//_ -- - - � � � . - _ i j / � — � Q�� / _ / .... Z PROPOSED Dl- low �� `'u — `11 �' .i n \4E3\ I \ \ _ _ -6� \ \ S Dll�i'IENT,,O 21KOUTL& \ \ STR. N 56026'101' W \ = �5T C�T�JRE� #3 i� z- 2— 5' ' J E PROPOSED VEGETATIVE OP SCREENING BUFFER \ — \ — { 1 l PROPOSED 173' OF 15"— + I { I I HDPE STORM DRAIN PIPE STR- { ( I { { I { I I -EXISTING TREE LINE #?C--�_.-— {IMtTS-orcLEARING ARID GjRADING { I 1 ( { I I I I PROPOSED CHAIN LINK FENCE \ � ` SF I ► I I I` ` STR. N4` 490 I III{{ { I I IN, U I I { PROPOSED 67' OF 15OF " � PROPOSIf, O4,5Dso= 6" HDPE STORM DRAIN PIPE �PIPM�€HDPE STORI (\\lttl I \ { I { 40 0 40 80 120 \ \ I \ \ \ II , Scale: 1" = 40' TOTAL LENGTH OF PEREMITER= ± 2317 LF LENGTH OF PERIMETER WITH EXISTING SCREENING= LENGTH OF PERIMETER IN NEED OF SCREENING= TOTAL NUMBER OF SCREENING TREES NEEDED 1 PER 4LF OF PEREMITER= 492 TREES NOTE: 1) SCREENING BUFFER TREES SHALL BE CUPRESSOCYPARIS LAYLANDI (LEYLAND CYPRESS), AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. 2) SCREENING BUFFER TREES SHALL BE PLANTED IN TWO (2) ROWS THAT ARE STAGERED WITH A TREE CENTER TO CENTER DISTANCE OF EIGHT FEET (6). INTERIOR SCREENING BUFFER CALCULATIONS: TOTAL IMPERVIOUS SURFACE IN PERIMETER = 212,805 SF @ 1/10,000 SF FOR SHADE TREES = 22SHADE TREES NOTE: 1) INTERIOR SCREENING BUFFER TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. 2) REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES. INTERIOR LANDSCAPING CALCULATIONS: TOTAL PAVED PARKING AREA = 13,794 SF @ 5% LANDSCAPING = 690 SF REQUIRED (918 SF PROVIDED) + 1 SHADE TREE PER EVERY 10 SPACES = 8 SHADE TREES NOTE: 1) SHADE TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES. 'NOTE. - ALL PLANTING SHALL CONFORM WITH SEC.165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE, PLANTING SELECTION, PLANTING PROCEDURE AND MAINTENANCE PARKING LOT PERIMETER LANDSCAPING CALCULATIONS: TOTAL PARKING LOT PERIMETER LANDSCAPING SHOWN = 396 LF @ 1/3 LF FOR SHADE TREES = 132 EVERGREEN HEDGES NOTE: 1) PARKING LOT PERIMETER LANDSCAPING SHALL BE IIEX OPECA (HOLLY),SHALL HAVE A HEIGHT OF THREE FEET (3') AT THE TIME THEY ARE PLANTED, AND BE PLACE 3' ON CENTER. NOTE: ACCORDING TO USCGS ON PID # JW0206 THE NAVD 88 ELEVATION IS 754.48. DURING THE SURVEY, AN ASSUMED ELEVATION OF 99.43 WAS USED. THERE FOR TO MAKE THE PLAN ELEVATION REFLECT THE CORRECT NAVD 88 ELEVATIONS, ADJUST ALL PLAN ELEVATIONS 655.05. EROSION CONTROL LEGEND CE CONSTRUCTION ENTRANCE DD DIVERSION DIKE IP INLET PROTECTION OP OUTLET PROTECTION iN ST SEDIMENT TRAP SB SEDIMENT BASIN SF SILT FENCE DV DIVERSION DITCH STR. # TYPE RIM. / INV. 1 DI-7 R= 71.50 , INV.= 64.80 2 ES-1 INV.= 60.00 3 MH SEE SWM / SB DETAILS ON SHEET 2 4 ES-1 INV.= 51.00 5 MH INV.= 61.34 CHANNEL LINING* TO EXISTING DESIGN DEPTH GROUND \ -- DEPTH= 2 EXISTING _ROUND 0 0 0 0 Design Left Side Right Side Depth(FT) Slope(H:V) Slope(H:V) Channel Lining 2.001 3.1 3:1 Matting * USE LANDLOCKTRM 435 OR APPROVED EQUAL CHANNEL SECTIONS A -A PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 PER COUNTY & VDOT COMMENTS MWM 2-24-05 PER COUNTY & VDOT COMMENTS CDB 2-14-05 PER COUNTY COMMENTS CDB 12-29-04 PER COUNTY COMMENTS CDB 11-09-04 REVISIONS BY DATE '� • u00 o 00 N a N CL E 6) N 0 • U>M rn d N _V .� >ml ^ N C LL C0 O E U Ch ESQ, �i V a = 00 2 N moo QOoai 0 0 3 C 0 O � o� J ) a � A 0) rn rn ^F V O N N P u 00 M � 0 o A ��r vyti = po Q o qW �A z za �W w H PROJECT NO.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: 1" = 40' DRAWN BY.- CDB, SHEET 3 of 7 M REMOVE 351' OF GUARDRAIL AND INSTALL 471' OF NEW GUARDRAIL MATCH TO EXISTING SINGLE SOLID SOLID DOUBLE YELLOW STRIPE INSTALL 9171 SF OF NEW PAVEMENT. / - WHITE STRIPE REMOVE AND 2" SM 9.5 A RELOCATE 155' 4" BM-25.0 OF GUARDRAIL 8' 216 - -- -- - _ SINGLE SOLID - - - - - - - - - - - - - --WHITE LEFT TURN ARROW PER _STRIPE MUTCD(8FT HIGH) / ------� -7 �-�� - --- _ -_ ---- --- --- - _--------- - -- 464' PAYMENT TAPERx- ..... .......... - - •+• 42' -- f0.5MILES TO -,Z► W ------ -�----------- ::.:::...:. : -`tom T= :::::::._:::.. f. .. INTERSECTIOIy.- ------- T::LANE :::::: OF RT. 3 -- -- ---- ---- - - - - - - - ---------- =:: -- MATCH T6bXfSTfNEr- - - - - ---- --_ - - DOUBLE - - YELLOW STRIPES- - - -_�� _- - - - - :- - - �� � � 3��—�3 0.-�_� -pGHT TURN-ARROfIir-- �- - - P MUTCD(8FT HIGH) 24' EXISTING 12' PROPOSED PAVEMENT PAVEMENT WIDTH ADDITION 100 100 98 I 98 2' < MIN. 96 W 96 - 3:d C� ? uj MAX - _ -- - -- w 3:T X 0 MAX � 94 W 94 92 _- 92 90 90 9+50 10+r00 10+50 11+00 ROAD CROSS SECTION A -A N.T.S. INSTALL 3516 SF OF NEW PAVEMENT. 2" SM 9.5 A 4" BM-25.0 8' 216 SINGLE YELLOW LINE 2' WIDE 24' ON CENTER @ 45° ANGLE ............. .. ....... 200' STACKING ►A� �1 1 1 50 0 50 100 150 Scale: 1" = 50' SINGLE SOLID WHITE STRIPE SINGLE SOLID WHITE STRIPE LEFT TURN ARROW PER MUTCD(8FT HIGH) L—ALN— z 12' PROPOSED 24' EXISTING 12' PROPOSED PAVEMENT PAVEMENT PAVEMENT ADDITION WIDTH ADDITION 102 102 100 100 98 98 96 96 94 94 92 92 9+50 10+00 10+50 11+00 ROAD CROSS SECTION B-B N.T.S. � ool MAX --- MIN. of W � - Oz_ � 2.1 \ � z MAX MAX � i I OVERLAY 29,398.7 S.F. 1.5" SM 9.5 A OVER EXISTING ROAD PAVEMENT EXTEND EXISTING 18" PIPE TO MATCH TO EXISTING DAYLIGHT -MAINTAIN EXISTING SLOPE SINGLE SOLID WHITE STRIPE 464' PAVEMENT TAPER -------------------------------------------- CKTO EXISTING _SOLID DOUBLE /-YELLOW STRIPES SOLID DOUBLE SINGLE YELLOW LINE 2' WIDE YELLOW STRIPE \ 24' ON CENTER @ 450 ANGLE • U 0 � °_° � N C N E 0)N C) > N N C7 — •� r�^ cn (x6 c LL cc V/ O � � U (h E�d> r�l V a— co C -Fu N n, > in o ai 'C c c m J ) A �a0) w rn rn �n O N N c � . W � ~ M � 0 O � A a 0 z Q ¢ Z PROJECT NO.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET T N (O L U_ a ti M N 0 0 N M 4 of 7 95 90 MATCH TO STA, OF PROFIL 85 M1] 100 J1 85 :1 75 70 65 jo J O ❑ O N W � CO o W Q �0 O U)N EXISTING Q-C F— 00 e GRADE U) .— N PROPOSED GRADE W J uj Z~ p eN- W m W X r- Z ❑= J j W ZW ®mIU+W FW❑- 0 �W Z> X 00Z rnxOa<c M_ Q+W0<< *0z � WNN r- Wu 2 a- J 95 Imo- - --------- I - -- -- -- � --- --- -- - j j— BELOW - a - � — - -- -- - - - - ---- --- A j � I 10+00 11+00 12+00 PROPOSED 8" SDR21 WATERLINE 50 0 50 100 150 Scale: V = 50' CIO W O m O O W> O O oW Ma 6F-W cd to ❑ OD Z Q Q o Q Q 0000 Q om Q N (Q LL (A U) �— N CO � (1 N E:-m 80 13+00 14+00 PROPOSED 12" SDR21 WATERLINE EXTENTION (V)ci m (0 W O � CV) 00 +cv) �-W Z m� m G4 (3) 100 I �- - — -- EXISTING GRAD _ ------ ' � , --- - --� 4 � I -- I PR -POSED- �- — _�. GRADE --- -1 - - j I I / I f� ---� f - -PROPOSED �I SD - 21-WATERLIN i f _ I � 10+00 11+00 12+00 50 0 50 100 150 Scale: 1"= 50' 13+00 95 85 F: 1 75 70 65 14+00 • o 04 AN RN N 04 S O rnN M L) 0 N N V e� ca N aLL n 0 A 9 is e ECM a- co O"vpN ®� 09t`O 11* -o !� d ®oc o� J J ) am A 00 rn N LV ® s � VJ u a3�'I' L R _ o a Z Q yW F� H 04 964 W 9z PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 5of7 M A i ,w .n , EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is the construction of a mini -storage facility and all associated utilities. The approximate land disturbance associated with this project is ±10.64 Acres. EXISTING SITE CONDITIONS The site consists of one onsite drainage area and is presently and adequate standl of grass and trees. A drainage way runs along the southern property boundary. ADJACENT PROPERTY The site is bordered by Tasker Road to the West, church property to the east, commercial property to the north. The property to the south is undeveloped. OFF -SITE AREAS Any fill material imported to the site will be obtained from an outside source. No borrow area is proposed as a part of this E&S Plan. Any excess material exported from the site shall be disposed of at a site with an approved Erosion and Sediment Control Plan, or an additional E&S Plan shall be submitted for the proposed waste, area prior to disposing of material. SOILS Soils data obtained from "Soil Survey of Frederick County Virginia", 1987, Sheet Number 41. The site is made up primarily of Blairton Silt Loam (313) and Weikert-Berks Channery Silt Loams (41 E) with some areas toward the southeast consisting of Clearbrook Channery Silt Loams (9B.) CRITICAL EROSION AREAS No areas on this site will be considered critical erosion areas. This site will be monitored during construction to ensure excessive erosion is not taking place. Thee local governing body, E&S Administrator or their agent, will have the authority to recommend the placement of additional erosion control measures if it becomes evident during construction that the ones in place are not functioning sufficiently. EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment comtrol practices shall be constructed and maintained according to minimum standards arnd specifications of the regulations. The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved by a variance. STRUCTURAL PRACTICES Construction Entrance: Will be installed as shown on the plans. Silt Fence: Will be installed as shown on the plans. Inlet protection: Will be installed as shown on the plans. Diversion Dikes: Will be installed as shown on the plans. Diversions: Will be installed as shown on the plans. Construction Entrance: Will be installed as shown on the plans VEGETATIVE PRACTICES Top Soiling: Topsoil will be stripped from the site and stockpiled in an area determined in the field. Upon the completion of the project topsoil will be placed (on all disturbed areas at a minimum depth of 4 inches. Temporary Seeding: All denuded areas left dormant for more than 30 days shall be seeded with a fast germinating temporary vegetation. See Table 3.31-B - Acceptable Temporary Seeding Plant Materials. MANAGEMENT STRATEGIES The installation of perimeter controls shall be the first step before any upslope land disturbance can begin, and shall be functioning properly. Any earthen structures must be stabilized with seed and mulch immediately upon completion. Construction will) be sequenced so that grading operations will begin and end as soon as possible. The job superintendent shall be responsible for the installation and maintenance ,of all erosion and sediment control measures. After achieving adequate stabilization, in the opinion of the local administrator, the temporary erosion and sediment controls shall be removed and any areas disturbed during this process shall be stabilized. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done in accordance with tlhe VESCH 3.32. Any alterations from this document shall be approved by the local erosion control administrator. See Table 3.32 - Site Specific Seeding Mixtures forr Appalachian/Mountain Area. STORMWATER MANAGEMENT Stormwater management is being provided on this site to detain the 10-year runoff to a rate at or below the predevelopment condition as directed in MS-19 and all other applicable local, state and federal regulations. MAINTENANCE All erosion and sediment control measures will be checked daily and after each significant rainfall. They will be inspected for undermining, deterioration, erosion and excess deposited material. All deficiencies will be corrected immediately. Exces's material will be spread on the site in a manner where it is not likely to erode in the future. All seeded areas will be reseeded, mulched and fertilized as needed to obtain an] adequate stand of grass. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species Ibs./acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) 50 - 10© & Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 10© (Lolium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations- ES-2: The plan approving authority must be noted one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times- ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 8 DESIGN IGH WATER (10-YR, 24-HR STORM ELEV) O � RISER ELEV 7 I'M;N SEDIMENT (9 ) POOL ELEV 48" RISER TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass* 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 Ibs_ - Seasonal Nurse Crop** 20 Ibs. - Crownvetch*** 20 Ibs. 150 tbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th ........................... Annual Rye May 16th through August 15th ........................ Foxtail Millet August 16th through September, October ......... Annual Rye November through February ................................ Winter Rye *** If flat pea is used, increase to 30 Ibs./acre. All legume seed must be properly inoculated_ Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 Ibs./acre in mixes. TOP OF BASIN �-6 IN —i I'MIN SPILLWAY DEWATERING DEVICE ELEVATION 11 ORIFICE SIZE 10 INV IN PIPE SIZE 0 PIPE LENGTH 0 CONSTRUCTION OF A SILT FENCE (WITII WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRC FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW — III T 1 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SO L FLOW EXTENSIDN OF FABRIC AND WIRE INTO THE TRENCH. I I FILTER FABRIC �I IIII �=��w��IRE !LW J 75 70 STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT 70' MIN. 5:1 FILTER CLOTH--"'MCWTA BLE BE 6"MIN. A (OPTIONAL) SIDE ELEVATION EXISTING GROUND I I 70' MIN. - B WASHRACK (OPTIONAL) 12' MIN.* 10' MI F VD T #1 POSITIVE DRAINAGE COURSE AGGREGATE B f— T SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OF OPERATION 12' MIN. (III .�t!TilTr FI SECTION A - A REINFO SECTION B - B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC r vinT(wlr+ t-%r%A rlr Plate 3.02- 75 70 NV OUT 0 65 Oft 15 • 65 O OF BASIN 0 .020 P - /1 n n n n n (7) /--N I Ai DEWATERING DEWATERING DEVICE DEVICE RISER SEDIMENT BASIN ID INV IN INV OUT PIPE SIZE LENGTH BOTTOM TOP ELEV SPILLWAY POOL ELEV ORIFICE SIZE ELEVATION A 54.00 51.00 15" HDPE 65.00 FT 54.00 62.00 60.00 60.00 55.312 2" 56.50 O BOTTOM - OF OF BASIN TEMPORARY SEDIMENT BASIN DATA TOP OF BASIN _ 2 f 6' MIN �- 1' 0 INV IN PIPE SIZE O PIPE LENGTH O Z 8' MIN EMERGENCY SPILLWAY O7 DR-3 END SECTION CUTOFF TRENCH 2 vV OUT SWM O O2 O O O © O BASIN INV IN INV OUT PIPE PIPE BOTTOM TOP OF EMERGENCY SIZE LENGTH BASIN SPILLWAY A 54.00 51.00 15" HDPE 65.00 FT. 54.00 62.00 60.00 STORM WATER MANAGEMENT BASIN DATA 10+00 11+00 12+00 30 0 30 60 90 Scale: 1" = 30' TEMPORARY DIVERSION DIKE Compacted Soil 18" min. ( I( 1 1 1( 1 1 111111111111111111111 1 1 1 !! 1! I I 1 1 Flow -III-I I I II I I I I I I'i'I I I I II I I I I l i i'I I I I II I I I I II I I �4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 55 5 PER F.C. SANITATION AUTH. COMMENTS MWIV 3-1-05 PER COUNTY & VDOT COMMENTS MWM ° 5 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 PER COUNTY COMMENTS C ":, '?4 PER COUNTY COMMENTS CDB 1-09-04 NO. REVISIONS BY DATE • VO4 O 00 A N C N 04 l0 t>3 04 • V j 04V N •�>� 4 r^^N cc � n O E U M U 0) CO C� fml� C) m~o > o o ai ^ , Ma : r _�e 0 co 0 -r- J a U' CO rn rn W N �, CC3 � W � ct > O M Cn ~ M r n I� ti �c co _ 0 �' a 3 0 � J 01 W E-� �AW �zx zoo �zw W A PROJECT No.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 6 of 7 M F +ene�r��,ljat 9.X. d° ii�SM•+ . Rom' (epee ram) � + `'f (gel' row _. f . Ir 0- VM1 4. n XA. wlt STANUMD COff CRWM LARCH nrr fsifil „_ pt*rneral tA1 dam r.�xa•sz .x �� - nmR9r V4' 41 � F w • 0.15 i • is"s ,. 1 `b u 4 �`y`{ . a: i m'�,'9. n, . v. �k. s. . •:k ^�V L - r catti "- cxmcrop CONCREtri CREM. ENCASUNW N C fM, - To be tompticted to 95 of AST11r'I DM rrfs4riur dolly. TRENCH & OFEDDI NG Figure i tffinthTMi@ h try relpuir cow I i •f `--- _ fis ftuifed Ir- PmCams pad VV !sc .14 W �m I - Or4 m3l)L i I - 69djustme gkom to terenh*Mp" +, &Vpba of a" abovo toga of +. v; ,� a-- It}celt�c►r rtrralricer •-A+..p. � Yw 4YFrP 1 i Q�jM5 [x` - err . r meelkanic-a 1c of 6" %ram °•-. 0. FIRE HY'ORANT ASSEMBLY Rgume . --•�„�, v� ids laver fittiln �d `; : �; . ,_�:�' ,���.0 s • , r. ���.+ e��ed fit concrete ��. 1" x 6"x FI'MNG sar- fi[JDIZE x2� 4"x4"x F`-- ._t _ .. .. C4n�ts� '„fir,} ,,11 4y y .�6If d..4 fjt�i1.lr�%+ y1�ln ,L�- �.13>I16rtf� :oa 6'PRESSURE TREATED PRIVACY FENCE ° a A . .. d 6' DUMPSTER• CAB ° A °o da ° ' ' °- _ PRESSURE a _e a- ° ° . TREATED GATE - W/CASTER 10' . TRUC-K APRON . P d y d d .. - a d a ° .4' ° d- AA a 10, ALL LUMBER TO BE PRESSURE TREATED 4-1/2" :oa 6'PRESSURE TREATED PRIVACY FENCE ° a A . .. d 6' DUMPSTER• CAB ° A °o da ° ' ' °- _ PRESSURE a _e a- ° ° . TREATED GATE - W/CASTER 10' . TRUC-K APRON . P d y d d .. - a d a ° .4' ° d- AA a 10, ALL LUMBER TO BE PRESSURE TREATED 4-1/2" `s Sk1X P7'kEAAW.. t4' ..... tI ti 1 ai 3.9 7 6 ItQr` eta _t 2Q' 2 - -CON"tF.1 TE TH concrete pad V-6" sq. x 6" deep 4" stone- screw type adjustable valve boxy location marker stone /--megalugs thrust block 36' min. valve megalugged to main megalug I ed$ ado 18' to 24" 8"x 8"x 16" solid block (for valves 12" and iargerj GATE VALVE Figure 7 Note: this detail is also used for butterfly valves II u Virginia Department of Transportation Staunton District Rev. May 1, 2004 #5 16" O_C. EACH WAY VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia d Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a 11 --------------------------- discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall 21-B CRUSHED govern. AGGREGATE -- - - - - - -- - - - - V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety and Health (VOSH) Rules and Regulations. DUMPSTER SLAB SECTION V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/public utility companies- It is the sole 6„ responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the °' proposed construction activity. VDOT approval of these plans does not indemnify the developer from this ------------------------ - "'- responsibility. 21-B CRUSHED.. 6" AGGREGATE V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. TRUCK APRON SECTION DUMPSTER DETAIL NTS DUMPSTER SLAB II II (MAY NOT APPLY IN ALL LOCATIONS) CASTER 6' PRIVACY FENCE PRIVACY FENCE GATE ELEVATION ELEVATION BOARD OF BOARD FENCE DETAIL NTS #4 12" O.C. EACH WAY 5' GATE 5' GATE FREDERICK COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATION AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALI TWO YEARS FROM DATE OF FCSA APPROVAL. 3- WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS., 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPE BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: I. MAKE APPLICATION AND PAY DEPOSIT II. MARK THE TAP LOCATION. 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES AR BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INS ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERL ALIGNED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEEN 18 AND 21 INCHES. D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PR WORKING ORDER. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED THE AUTHORITY'S ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", %" AND 1" WATER SERVICES. D) FOR ALL 1 %" AND 2" WATER SERVICES, THE AUTHORITY SHALL MA THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRA SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSE (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST ME1 ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OF AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR RADIO READ REMOTES ARE REQUIRED. E V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be iresponsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and - DUMPSTER Sediment Control who shall inspect erosion and siltation control devises and measures on a continuous basis SLAB for proper installation and operation. Deficiencies shall be promptly rectified. AAY NOT APPLY IN ALL LOCATIONS) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface, conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until and adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way- At the direction of S ARE VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. D FOR V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. WITH V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. CTION V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the A NEW Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies TO of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. TALL V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the Y opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundation of for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation_ The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing OPER pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. WITH V22. Approval of these plans shall expire three (3) years from the date of the approval letter. FORE V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or asproposedI n i on these pasn KE accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after CTOR grading is mostly complete. PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 °'ER COUNT'' "' , r"r` rOMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 IMMENTS CDB 12-29-04 PER COUNTY COMMENTS '-IDB 11-09-04 NO. REVISIONS BY DATE • o 00 V00 Na C N C ca • �0) 1 � E rnN OD • OD V N O E 2 6 a V= ao O N Z O d-0� 00 N a M 3 0 0 0- J 0- Q U) A�"t 00 rn *4 3 :4 kc W N 0 7� ct D�TTI� m V� ~ M � O -4-) PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 M PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 °'ER COUNT'' "' , r"r` rOMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 IMMENTS CDB 12-29-04 PER COUNTY COMMENTS '-IDB 11-09-04 NO. REVISIONS BY DATE • o 00 V00 Na C N C ca • �0) 1 � E rnN OD • OD V N O E 2 6 a V= ao O N Z O d-0� 00 N a M 3 0 0 0- J 0- Q U) A�"t 00 rn *4 3 :4 kc W N 0 7� ct D�TTI� m V� ~ M � O -4-) PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 M W N 0 7� ct D�TTI� m V� ~ M � O -4-) PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 M PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 M SHEET 7 of 7 M 1:,4� -1 i 1� j ill t! �ij_ . .... 74i X:� 4 0, �J "d & R" PW* iioomoO TOUV A 'Afivi., lip" Otte i;o -0 omc�Wtc­ :V jr, 4- �7 - bw oyzw� 1 COA411jupl ci o -�ts fbwl vt .2 !�:c Pw 0 vd4j �o V V 1� um"Wv" NWVOAW icTt rw, :5 M V��o v N, s .44, C, tAO V, o ti 10 1 W n, t W4 f' �'W i -S M tv y �wj 7 lw. ft, 44 "A Awii _'174CI( fi qarw o aul I bm x-O." aoiv, VA ok*: 7­_,,�a, IWO %:I)*- cm le --krive. tg� mc 7 T q? OA;o Unn al *"fM*M**710 tvltll�, .4 1-4 -4 A T, Ir—Z nig�reoo c, V. 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'-JA' jp i a N A` k,, I'j" 1'rq� *4Aq XA lon, of" twolowyo me" 40# oor*m, o' ittsvWx'a 10111c tli�pc;v-;y,,oj vvel AiT -6 v. t�r �4, ix or �l I ru V4 ill% V -Ur r"Sqoi�,80" iLi ta . ...... _1­rk A-P ff "N' io A. A -v seve A.% cij A, ottlo iftb ftt U 0:'A -A �A e,�10qvOpM no boWiRmi w4gft Wwemi J o -0,I) v, Woov '110 -Ovl- -A' i A Y, 7WI, ,4VAAV 34AE" V P, AWM00 HTUA VIOT,4-19VAAC, w -too ew5k 0*,) w z r143MMOOT1(Xjv1XYTA *�iscl T_­ PTK aWAOD YTAX);' - -Aq 1p, P.M143W40,', Y—, ALW R9-4 YE P n r, LEGEND SYMBOL DESCRIPTION 0 ROAD CENTERLINE MONUMENT --------- ROAD CENTERLINE AIR RELIEF VALVE ® GATE VALVE FIRE HYDRANT TT WATERLINE DOUBLE WATER TAP Imo— SINGLE WATER TAP 8 SANITARY SEWER O SANITARY SEWER MANHOLE RM affir-mm STORM SEWER ------------- LOT LINE ®®m e o ® PROPERTY LINE O PROPOSED PROPERTY CORNER — ® — — ® ® PROPOSED UTILITY SETBACK ----- PROPOSED ALLEY — —XXX— — EXISTING 10' CONTOUR — —XXX — — EXISTING 2' CONTOUR MNI PROPOSED5'CONTOUR XXX PROPOSED1'CONTOUR 40 PROPOSED TREE R PROPOSED STREET LIGHT f CURB INLET STRUCTURE --------------- PROPOSED BUILDING SETBACK O STORM SEWER MANHOLE ® GRATEINLET dVl6-9# MANHOLE LABEL S fR# STORM SEWER STRUCTURE LABEL EXISTING FENCE PROPOSED CHAINLINK FENCE 1cr EXISTING UTILITY POLE C HE EXISTING OVERHEAD ELECTRIC + XX . XX PAVEMENT SPOT SHOT SAS EXISTING GAS LINE SAS ABANDONED GAS LINE —FM —FM —FM— EXISTING FORCE MAIN —FM -FM -FM- PROPOSED FORCE MAIN FOR THE PURPOSE OF PLAN APPROVAL, MICHAEL W. MEYERS, P.E. SHALL BE THE RESPONSIBLE LAND DISTURBER. WHEN THE CONTRACT IS AWARDED, THE CONTRACTOR SHALL NAME A PERSON WHO IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE LAND DISTURBER. THE RESPONSIBLE LAND DISTURBER SHALL BE TRANSFERRED FROM MICHAEL W_ MEYERS, P.E. TO THE CERTIFIED PERSON NAMED BY THE CONTRACTOR PRIOR TO THE INITIATION OF LAND -DISTURBING ACTIVITY. _44UIL AUGUt3T 11 200 Shaw-Iftlee Magisterial -I,& _r er rty IN Fv'um __-, / /1*ficat1*u_a M;:75-A-86C VICINITY M A_r r Wj GENERAL NOTES 1. All construction shall conform to the latest details and specifications as set forth by the governing municipality. If a conflict arises between these plans and the aforementioned details and specifications the most stringent shall govern. 2. The contractor shall notify MISS UTILITY (1-800-552-7 01) seventy-two 72 hours prior to any earth disturbing activity. 3. The locations of existing utilities shown on the plans are approximate. It is the contractor's responsibility to verify the location of all existing utilities that may interfere with this construction. 4. Areas not paved or built upon shall be landscaped. 5. Changes or revisions to these plans shall not be made without approval of the Design Engineer and the appropriate governing agencies. 6. Any inconsistencies, ambigpffles, or discrepancies found in these plans shall, in writing, be reported to , the design engineer. Any workdone by the contractor after the discovery of any inconsistencies, ambiguities, or discrepancies without the approval of the design engineer and/or the governing agency shall be done at the contr.906! wrisk. 7. The contractor shall be responsible for the removal, replacement and/or repair of existing fences, driveways, signs, etc. not shown as part of the work and damaged as a result of construction. All repairs/replacements made by the contractor shall be equal to or better than the pre -construction condition. 8. All materials used, not utilized as part of the finished work, shall be free of unsatisfactory materials (wood, roots, boulders, etc_) and non-compactable materials. 9. Subgrade compaction shall be certified by a qualified Professional Engineer or a technician certified by the appropriate governing agency. 10. Fill areas shall have all extraneous materials (wood, roots, boulders, etc.) removed prior to placement. 11. If bedrock is encountered at the subgrade, an additional 6" below subgrade shall be removed and backfilled with suitable material. 12. Terra Development Services has NOT performed a geologic/subsurface investigation of this site. Unusual conditions encountered such as unusual soil classifications, water table, sinkholes, buried rubbage, etc. shall be immediately reported to the design engineer prior to proceeding with the work_ 13. All fill materials, not used under building slabs/foundations, shall be compacted to 95 % maximum density as determined by the standard proctor test. 14. The compaction of fill materials under building slabs/foundations shall be done in accordance to the recommendation of a qualified soils scientist/engineer. 15. Traffic control within public street shall conform to the Manual Of Uniform Traffic Control Devices and as directed by the appropriate governing agency. APPROVED BY THE FREDERICK COUNTYZONING ADMINISTRATOR: 7 ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. Description U 1 TITLE SHEET • 2 SITE DIMENSION & COMPOSITE PLAN 3 GRADING AND E&S CONTROL PLAN 4 WATERLINE PROFILE SHEET • 5 E & S NOTES& DETAILS • 6 MISC. NOTES& DETAILS • U® 0 00 00 A N N R to E C CN � N M N � V _ N A WX N U- I,. Of U In E Q C A '� N ® Qf 1 O 4 L0 � 00 N C W iN' 0 an- J Q U) 0 kn rr��1 rr�ll V 4� d--a 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-05 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 2 PER COUNTY COMMENTS CDB 12-29-04 1 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB M ------ 1. - — 7x'7,---,'7j-' � - - � -, � ,--- " 14 �v , I ......, T11-42_� � ., ,;,ti�''-, - . - i C - - . , . , , � � 1, - , I . ; , I , , . � I . - I I , . I , � 11"."-., I -- .----1-,--.--.1-- ----4- .--. - -+-,----�.-—�------ _, _--_---- ----—�-� -�-,]. : ,,..---,- -­-­ - ---- - i " . I I -. , 1tII"j�r� .11W, ,u* I .-" 1 6 ,k� v II , - 1 r 5II-' I 'I V- ,� ,-- ,�; . '10 ;� I . . m .. .1; !P i;', �q - - -A� ' ^ *0 -1� 5- . 11 - I I 'Y .. * I �, I i4, ��-j.41 r �, I L 1 1, , , , � h 1� I., , . �. I p ^ w . , I 7 . i t . . 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A G P E TH FENCE WHERE LANDSCAPING IS z:� p PROPOSED NEW WATER TO BE REMOVED NOT PLACED TO FIELD VERIFY PRIOR TO ..<. �- CG-6 EXISTING WATER SCREENED AREA. :_x. W I SERVICE CONNECTION USE: BUSINESS CONSTRUCTION. 01 METER CG 6 ZONED: B2 2: U P 11 I .:W: ¢IZ PROPOSED LOCATION x :- * ::- , 1��I� i PROPOSED DUMPSTER I L w EXISTING WELL OF STOP SIGN :. - wI - - - - - - - 5' PARKING LOT SETBACK 5CURB PAD WITH 6' H GH BOARD - . - _ _.__ 60°44'40" E _ 03` ®- _ _ - _ - - - OPENING- - ON BOARD FENCE AND GATE - w I , � - -- - -- -�. _ _ - =<. _ __ --= �. -G G APPROXIMATE LOCATION PPRO �----r--- - - - -____ __-='=--------=--- I LL OF10'GASSERViCE ':;R31___L,,, __ ,, ° END CG-6 _P ry I I I APPROXIMATE LOCATION "` m "'-r M='-M13 - „�-A„�_�x3_M•3 OF EXISTING PORTABLE ."' I ♦ "''' 14 PA KI G SP C S `Js X EASEMENT 1 I 1 PR IN SA S METAL SIGN TO BE REMOVED. I i END CG-6 4' SID 15' MIN. 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R7 _ ° ZI m , APPROXIMATE :::-:: ., :=::-:-::-: _: '.':= :::=: = :, LOCATION OF SIGN TO REMAIN IN PLACE I :I I I____ : 100 I - . r 4 A KI It; 60 I -- I : I Y „ 4. • • - • . • .. • - -1 ABANDONED=:::#s2271(S#f.'f�7.lL: �I EXISTING 12 WATER LINE. w : z S A ES EXISTING 50' I I GAS INS LL I-_ ::I I I.... ----_... L I ::-:'::-:-:.:_:.:-:::.:-:::::.::::.::::::.::::::.-.:::::::.. ..... . ::: _:I I := . - - - • - - - - - - - - • - - • ...... I SHED N o :,:; ::=:::...-._;: -._ : _..:...:.-::•:::::.:::-:::.::•:::•::::::::::.:: I a < _ APPROXIMATE LOCATION OF :. _ : I Y I w cn-:::.:-. � ,�451.. )= : = : - I I I _ O w (1250 SF) ). i i I SEWER FORCE MAIN. CONTRACTOR U:::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::: I:.: I i �- w - - __ -•.:.:::::::::_:.,.,:-:_-:-:::::;-::;=:-:::_::.,-*,.,:::..:-._::::-::::--:::::-:;- r_ I ¢ I ¢ m - I r- -I �G ( TO FIELD VERIFY PRIOR TO I m I REPLA E HAIN LINK FEN E . . -- _::::.::::.:..................--...:::.........:.:..:......:. - n I I - - - - - - - _\ r I G G G 1 \ •:.-.-.-.-.:-L-.:,.-.".'.:. .-:::.':.-::.:'.:. r..:-:.:'t-:.T.:--:.- .-...•:.:.".'.' I I - 1-11 I_ _ w ...... • • • . _'. _ � x `r 3 WITH OPAQUE BOARD ON BOARD 20 ,:=::::':,:::......:Pr > €�_�..�t �.::::: 13?00 CONSTRUCTION. 1 I I I------- \ I I m 1 EXISTING m �- FIRE LANE ZI CH fA..L_i1MtE ..� tC)=:...::.... ::':: I F- :.:L:..... .R4.:.:.:.:.:.:.:.:.....�" FENCE WHERE LANDSCAPING IS EXISTING::::::.:::::::..-..-.-.-....-..:..::...:::...........:..:...._.........: EW OF :: y:::::::_:::� 1 T # 4':GiETE: ,::; I ::_-� is 1 2 0 aNOT PLACED DUMPSTER I:.. 1 _j ..... - PAV -ENT 30� INSTALL=,_::.:...........::..-::::.....:::.._..:.-:........._............. - .1:::::::::::.. - ::�-_jm co I - :::::::...-�'-:=:,::::::::::,:, ::=:, ::= :,: __.",::::.::: - PROPOSED CHAIN :_:_ i I O ! 20' `�- Fly-__ I "NO PARKING PAD I „ ,_ -:.�r:i{i-rrr:r::-rrrr°r:::.rrrrr:-r::•::s..-.:::.'.:•'.::::::,•ir::ir...:r.ii• - EXISTING 20 ---.� LLi -I:.:: ? ' ��_Ils�?,�Vo , 1, I ,:.............. ,:,:;=::::::,: ..: ;: .- `_`: -I _ LINK FENCE I__ �•.:._ . FIRE LANE INSTALL. - -- - - c..... { Y Y h FIRE LANE:•::::::•::::•::-::::.,•"::::::::-::::•::.:..............::_::::. DIP WATERLINE =, I_::: Qs U PI OPESSr✓b• • �V 1 - 8" TO 6" REDUCER INSTALL I :::::::::::::::::::::::::c ::::c :: .... w Y.I SIGNS (TYP) SEE =® ,�t%1- : ----_12F=-,ZE:M, 12EXVV- :) et C] .-.- ¢,.... Q .......... Sp I i WI .. a m - GATE - �- ,q - 1 - F.H. ASSEMBLY 20 LF OF i FIRE LANE NOTE I �S_ _' _) W W ITt I /;moo. W J{ C�cS I 8" SDR21 '.t Q J �I!'.. I = 'I `V �I; - -ON `` I •'------------- _ _ .-.�G.•• I I "�1C36 Wi%/6-��MLik36 �' bbb _ ._ ,,, 1103.3 1 CAI E - - INSTALL: u REMOVE END CAP AND INSTALL O = . ' ' BOLLARD I 1 - 8" 22.5° BEND I _ ..---------- --J-•--------------- 8.... 40LFOF12"WATERLINE. MATCH I---------- •64 = �I STAR G-6 I 0 -- ---- --- u -F, �,_ M. t I w __­1 (TYP.) .. b� (TYP.) - - - - - - - -,M-F,J-F�-FM--M-Fa FM ,d EXISTING WATERLINE TYPE. Y¢rr � SLOP EIRMINATING jI ----------------- YE I� z11 _ _ _ . . . - . . . . . . . . . . . . . .�- _..._b-_ FfA--FN-�I.M.�-cM =Fr F�j-_F41 _ _ _ _ _ _ _ _ _ _ _ _ . . . . . FRI�� :1 -i [..,.. - li END F�CURBt{VG ml R 00; %PROP 3s .. „- M c _ CG-6 ..... �r�- '�-- �, _- :.:= T FI INSTALL: i . .z o OSFD 9 Tq RD END - - 20� I 1 - 8" X 12" TEE �, CG 6 - 9i1 1' I of _._32: '- ;f , 2ST SkFR,;- • (Z ...i.,i.... . - - 1 14+60.00 „ - I E: 1 �1 C o RO {TY ` .... o WATER 1 - 8 GATE VALVE - . [/M S q0C/ `� ACES- . -... EASEMENT _ 3 2 - 12" GATE VALVES INSTALL !, _) I E_ I o • . .... `. - `9TF F[F �I//j G - • �� 9 Cp STO #y 6 PA ��. _ .. -_,_' \ 290' PROPOSED FIREWALL 1 '`� "NO PARKING ( I �_:: 1 I --------------- - -'U "" �- -- 1 ....` 79 !0 Sic/F[ RpL[�GLcS� 24_��........... . . . 20 - - - "'' - 5 \ ING Zj' . a�. ® INSTALL 20 LF FULL PIPE LENGTH FIRE LANE" I I::: Cb-2 NS... IT �_ ` 7, 1 NG �'' .`.. • .... � _ _ _INSTALL- l - r R ROAp �ORPGE \ OF 8" SDR21_r--:�`�. .... g6. - �,,-ig�... I OF 12"�SDR21 BEYOND - - /... _ .... t • --• 12 X 8 TEE FIRE LANE NOTE :: `[ INSTALL. _ - ..... .. 1 , 8 45- 13ENd SKE F.S p \ - �-- P 1 ° ... - '0 SE �E _._..... L 6 11 =: W 6.fi /�� i 1 - 8" 90 BEND - 3 RY, O \INSTALL -``. ......... . .... . ..... \ ` \ '.... _ _ _ ...... Ep 2 S�OATE �,'ONi OOR Syr :.. - . - .. •.-.- ... �. 1-12 END PLUG75-A-87C 1. i34. PROPOSED �; - - OS 1M FIFA � .. - - - .. 21 LF OF 8" ....... I o •,` S' QP G1- S 1- r� \ - TRUSTEES OR THE °:# I I_ .......... START CG-6 �. PR 600 -�O�P :... - � d.--gw. .. 1 I SDR21 I ''��IREWALL 11, gF -- .... . -i - 0 - - 51 AGAPE' CHRISTIAN ):I I I � I \ . .....••-•--•-•--..... - 1. ..k.. INSTALL 23.20,,--''-.. /...:.....�w- N....._ -- _ -' .... �� i .... _ ... 1" 'f ' ' ' G INSTALL: FELLOWSHIP CHURCH 80.6 �` ,- INSTALL 63 LF /........., ...`�- ' p1N '� 9.2'. =I I:, = i ... ` - OF 8" SDR21 ---' ... U1L . _ . --... . 0 - •--- w.......... �--_- OF 8" SDR21 / -�.. e� y -tea �� ' AGE B I 1 - 8" 11.25° BEND D.B. 874, PG. 278 j ;?=1 I I I11 - I P"YO'°O 369 �'�` - - - - - - - - - - %.-.-..�.- - t f %..4 '�_ '' gELF_S - I USE: CHURCH -1 ... • ..... - _� SFO TqS 25 / 1 L- ' �' • ... - - �,-�- ' 290 ORY - , .. I ZONED: RA _!.- I I: `` y TO R p .....LL _ SEp --- ..... _ 611.9' ! - - - - - - - - •'- -- . -. S kF R _ �_ / .. r- n� ��� fry/ 1ST Za 1 ---- - - . . I i I 0 73L4' I ��1 T Ry S Oq0 U ����, tN�ALL �4 LF gyp- _ _ w--''•�i '- �QRppO SF �pTP - .... �............ �-� FIRE I I Ty ! �� • - , ,500 F[F N/T - • „ - .. - • 1T #g g00. - LANE ... �1 '��\�---- . _ • . • �SFTo STp #`? ��_�` .. -OF-8 SDf221 - ...... _-�; SKERR -- -..._ -. - - -- --r- _ 1� . --- PROPOSED CHAIN =) I i; 6'1' .. _� I` - - - - - /[O/N 1 Q - 36giP - - .... • . - ;�'_ . LINK FENCE I 1) I -R10 ( ��;,.... ' ��_, G INSTAL:C - _ . ��!'................................ ,; -;._. - 53.5' I I ---- •. ` �� 1-8"TEE ,. ..... - I a _ �45 I - - 8. 4. 1 G ::I I .. ��-` !� -�` .... .- \_` 2 - 8" GATE j .- _..•_.. - .............. ....�i-''2g0' UNIT #7 13 it- N - - I I....... !� 3 --.... OP G fr.'_�.f..............' . ���..` RO pSF 69 T ES j� o ... _'-'- '- --�'� SKERR D TOE E - -- ••- S F -� I -.1.... .... - O 7 T SK R2so, ..._._. ........ . .... ��` ... 3. I ..........., 3ggiPORY,sE4SF ,,, -... • ..'... ... • ......... _ .... _ _ .... , I NOTES: (1 I `.. O y R q - ....................... .1_-...._....... - 1ST UP'. - -' I.............................. .. .... 64.4 i.......................... R o (: 1 72.1' r` .. .. . . . . ............... . '��` 80 ' ,SF[F OWN/ - - - I ' - - . ............. OPOSEp �., :I I I 20 _ ................... 0 T 3 --��.. -- . __ I - ..... .... ............ ' - 1 ...... I �� • • - SF TO STp # ��, INSTALL: PR ,--_� •l�- . - • • • • • . - . - - • . - - - • - - . - - • - - 1) NO INDIVIDUAL STORAGE UNIT SHALL EXCEED �:I I �FIRELANE ---- I._.. --------... G-----•---- 1�' T'`I[ R9 F �''-�� I r 1 - "22. °BEND = '' 1 1 I 1,000 SF. 1:1 I I .... .�.....,� ''�_;�;'.'.'.'.:.....:.:...:.:. ..:.:.:.:.'.' -�� ev/[a/ �. ,`` .... _ . _ . - .'3..' I :.. 8 5 _ :: • •.-:.:.:.:__..........:... ...... 1 _ I 1 c . - f NG I' 2 THERE IS NO MAPPED 100-YEAR FLOODPLAIN ON OR i_ . . . . . -. -1. -/ . .. . . . . • . . . . . . . .Q. - - - - - - - `-� ` -.. . - J 1 W '/J _ _ • _-_ _ _ _ . . . .-. . .•.•.-. . . . .. _ . . . . - 11. .-. . . . . . ) I I I �; ..... �.... I ... 10 - 1 54.7' I ;57.6 `, INSTALL 7 6 - ,,`r goy;-�' PROPOSED FIREWALL' MEDIATELY ADJACENT TO THE PROPOSED SITE. o �` \`.'.'.' .............'.. 180 LF OF 8" . . % -, - • - - - ....... - - - • • --' 2 4 I ., SEE . ,i.,� ►.iii•i�i•i�.r•-- -- NOTES: 1. This item may be precast or cast in place. 2. Concrete to be Class A3 if cast in place, 4000 PSI if precast. 3. The depth of curb may be reduced as much as 3" (15" depth) or increased as much as 3" (21" depth) in order that the bottom of curb will coincide wi h h f t the to o a course of P the pavement substructure. oth erwise P se the depth shall be 18". STANDARD 6" CURB (CG-2) 7" MINIMUM Curb and Gutter may be cast in place The bottom of the curb and gutter may Class A-3 Concrete. If it is precast, be parallel to the earth on which it is it shall have a minimum of 4000 psi placed as long as the minimum 7" concrete. depth is maintained. COMBINATION CG-6 CURB AND GUTTER 2" SM-9.5 A i t 81, R 21-B I I I I I 1-I(I ( I I I (I I I I I I I I I I I I I I II I I Subgrade i i i i-1 1 1-1 1 1-1 1 1-i i i Notes: 1. 21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density. acted to 95/o 0 2. Subgrade shall be compacted of the Standard Proctor Density. TYPICAL PAVEMENT SECTION FOR INTERIOR PAVED AREAS PARKING DATA: PROPOSED OFFICES @ 1 PS / 250 SF 6,300 SF BUILDING = 26 SPACES PROPOSED MOTOR VEHICLE SALES (EXISTING BUILDING) @ 1 PS / 400SF 9,300 SF BUILDING = 24 SPACES SPACED REQUIRED = 50 SPACES PROVIDED = 58 HANDICAPPED SPACES PROVIDED = 2 SPACE TOTAL PARKING SPACES PROVIDED= 58 SPACES I I N --- ..., ... .. --�- ------- ------------------�- \ ...-- --- 5 .._._.. .......�PROPOSEDFIRE" LL - o..•----------- R2 - - - -,- - .. - - -.� 2 '� SDR21 .........-. ------ ------------•- - - _ _ _ - - - #$ pING - - _ . . ) THE PROPOSED LAYOUT PROVIDES EMERGENCY SELF SERVICE STORAGE SPACES REQUIRED. I N ......................... , { N I - Sp., .. UNI U1t- I CCESS TO THE NORTH, SOUTH, EAST AND WEST SIDE 1 PER 5000 SF �. .......... ��` f'R -.............. ..---------.... -ROp. ORPGE \ I bp0 369- PSKER �F-s� F - ,� I I F EACH BUILDING IN THIS PLAN. NO FIRE LANES ARE 110,000 SF / 5,000 = 22 � I I I TrART CO-6 -� S O T T E S -' 1 f ... 3g9 .(,S 150 \ --- . -- -- S �- ; F 2ST SkF-, .� ..... ....... (OR ; 10 SF I �..... .. .'.. - ..... I EING PROPOSED. TOTAL SPACES PROVIDED= 22 SPACES ,01 ...................... .... ... _ _ S I I I R - 3 • • -' Ep 2 LOOK ,10,150 --''� I HANDICAPPED SPACES PROVIDED = ( SPACE w I .. � 7S CRY R OqO- - J pS 1 F _ ............ . `� 1 I..'_ TF S'F[F_ UN/ '�.; ........ '.'.' .'.'..'.'.'. _ PROP 15 -ooR p1 Pt PROPOSED SIGN PERMIT SHALL BE HANDLED BY f I-- ----- -- 1 �I �-! 9'-.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... �`��` 2�yoF[OpR` STp T#°4 .. 2Np F 30� sF I ) # I �I 1 �-:•:•:•:•.. .........................' >> [OUR` 8T5 [RqG - I :-_--� 2�------.------------------. EPARATE PERMIT k I I N I - - -0- - - -. .. .•.-.- - - - ... `:va5'Q SF SOU' F11 [Q .. I - - �1 C'� ''. .. - _ _ _ .. ... .. .... . .. .... . ._ . . . o z I �y 7s ~' TO oSF /NGf - �...... �� ................... 5) REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 1 Aq - - - ...... - I i .... .. • • • • - 1 -, • ... . t - - - - - - - - - 20' INSTALL I BUILDING DIMENSIONS AND EXACT POINT OF ENTRY I� I I K7 - ... . --o FOR UTILITIES INTO BUILDING. I I I \`..G p `� `_ /.------.I--- .---- -_- FIRE LANE "NO PARKING I I I N I e S -_... - - - .. �� ._ -` f ............................ •.'-- . ` FIRE LANE" I I N 40°50'03" E CG-6 ' ' .. ....... • ..... ......... .... SIGNS (TYP) SEE 6 ALL PAVED AREAS, NOT UTILIZED AS PARKING, SHALL : { 29.35 � I - BE CONSIDERED LOADING AND UNLOADING SPACE. SITE DATA: I I TALL _'_'.. EP FIRE LANE NOTE I I¢ I cr 40 A---8":22.5° SE i ._-_ �_-_-,= . . I TOTAL LAND AREA ON THIS SITE= ±10.59 ACRES I I I L - _ ' - - _ - _ - , T . . INSTALL 1 7) LIGHTING FOR THIS SITE SHALL BE MOUNTED TO THE TOTAL DEVELOPED AREA ON THIS SITE= ±7.5 ACRES I i i •.. - - _ _5' PARKING LOTS 33 LF OF 8" M' BUILDINGS AND ARANGED TO DEFLECT GLARE AWAY TOTAL WOODED AREA ON THIS SITE= +1 7 ACRES _ _ - _ - ETBACK N 56°26'10' W 226.52' __ x 0 o ` ` � -_ FIRE LANE NOTES: 1. FIRE LANE MARKINGS AND SIGNS SHALL CONFORM TO THE FREDERICK COUNTY STANDARD. 2. SIGNS AND/OR MARKINGS SHALL BE PLACED EVERY 70FT ALONG THE FIRE LANE. 3. PRIOR TO APPLYING MARKINGS OR POSTING SIGNS THE FIRE MARSHAL'S OFFICE SHALL BE CONTACTED TO FIELD VERIFY PLACEMENT. BUILDING DESIGN NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 311,S (STORAGE) AND SECTION 304, USE GROUP B (BUSINIESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODES THAT APPLIES IS CABO A114.1-9i8 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. OFFICE BUILDING SHALL CONPLY TO REQUIREMENTS IN SECTION 11104.4 OF IBC FOR ACCESSIBLE ROUTE TO THE SECOND LEVEL. 3. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS; OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) INSTALL "NO PARKING FIRE LANE" SIGNS (TYP) SEE FIRE LANE NOTE - SSE 1 END CG-6 `y i I FROM ADJOINING PROPERTIES AND STREETS. TOTAL WOODED AREA DISTURBED= ±1.2 ACRES 1 1 8) SEE MISC. NOTES AND DETAIL SHEET FOR STANDARD BUILDING AREAS. I CONSTRUCTION NOTES AND DETAILS. INSTALL: I TRIP GENERATION DATA: SELF -STORAGE CLIMATE CONTROLLED: 38,400 SF 1 - 8" TO 6" REDUCER ,, 1 - F.H. ASSEMBLY SELF -STORAGE: 67,600 SF I PER I.T.E. TRIP GENERATION 7th EDITION (PAGE 240).- TOTAL SELF STORAGE: 106,000 SF - \ I 1 200 TRIP ENDS RECREATIONAL VEHICLE STORAGE AREA = 18,400 SF - ` (100 ENTERING / 100 EXITING) MIN. LANDSCAPE AREA: (15%) - 1.5 AC. REQUIRED \ ` \ -_ I 1 2.7 AC PROVIDED �` I FLOOR TO AREA CALCULATION: ��, saq I N4` \ \ Rk/No[o S I EXISTING RETAIL SPACE - 200 SF EXISTING OFFICE SPACE = 1,600 F �� � T ETB I EXISTING PARTS AND SERVICE = 7,500 SF 75-A-86 W 490 /`AC_ \ I i SHAWNEE VILLAGE L.C. ft.. ,%.� � � i I TOTAL EXISTING FLOOR AREA = 9,300 SF INST. #010017570 � , USE: VACANT *%kb PROPOSED OFFICE SPACE = 6,300 SF ZONED: RA ` PROPOSED PARTS AND SERVICE SPACE = 9,300 SF I PROPOSED SELF -STORAGE SPACE = 106,000 SF TOTAL PROPOSED FLOOR AREA = 112,300 SF PER F.C. SANITATION AUTH. COMMENTS TOTAL IMPERVIOUS AREA PROPOSED FOR THIS PER COUNTY & VDOT COMMENTS DEVELOPMENT = 219,360 SF PER COUNTY & VDOT COMMENTS PROPOSED PAVEMENT BUILDING HEIGHT CHART.- 40 0 40 80 120PER COUNTY COMMENTS SINGLE STORY BUILDING: SHALL NOT EXCEED 15' PER COUNTY COMMENTS Scale: 1" = 40' TWO STORY BUILDING: SHALL NOT EXCEED 25' OFFICE BUILDING: SHALL NOT EXCEED 26' NO, REVISIONS MWM 1 3-1-05 MWM 2-24-05 CDB 2-14-05 CDB 12-29-04 CDB 11-09-0-` BY I DATE • U o d- °° A N N a 0 U CL E E� E -rn N ^ • U >M M 04 a1 N N - 2 04 C104 Z�M U) L � M ~ U O U E' M Edo, � a = co O z N jmm�1 00 QOo6 3 0 �-C 0 a_a UU) J Q IT rn W to O N N ct � ��� V1 Q , P6� P4 . t C (TA� V1 ct �JE--i -+--.# • � U '`' O M r-, In 00 M N 4 ljc� :; O 4__� C/� A �\r� vy+" `��-o V, 7 ,)< Q�__ :� 0 _ • M Q 5 w S O 0s�ej 4 441� 004 0-� gL4 4�O W N :� *_� I4 H 00 AN W NA C/) _41� PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 2 of 7 0 11> M 5 2 a I M to N 1n 0 0 N M m B I I I PLACE A ROW OF EVERGREEN HEDGES A MIN. OF 36" TALL ! I f I f PLACE A ROW OF EVERGREEN PLACED 3' OFF CENTER j j l r'.- I o HEDGES A MIN. OF 36 TALL j LL• PLACED X OFF CENTER EXISTING 6. / / / ' HIGH CHAIN PROPOSED LOCATION x I I t 6' HIGH CHAIN j j j j / INK FENCE \ J V-sp ROP\OSED VEGETATIVE OF STOP SIGN III ° ! , e I / / - \ - - - - - - - - - - - - - - - - - - - - !?INK FE,IVCE I j j /j /l r CREE�,VING BUFFER -_- - - - - - - - =7', = G — S-6W44'40" E 700.03' 1 V m- _— M(f'3 M� x_ AT THE DESCRETION OF THE LOCAL E ADMINISTRATOR, THE INSTALLATION WASH RACK WITH WATER SUPPL 141 ---------- SEDIMENT TRAPPING DEVIC MAIi I - y - 35` �F REQUIRED. I III IIII I I ` l ► } I — — — — — — — _ "3 ir cD o -` -� 373 TASKER ROAD EXISTING , LFJ 0 _ p (np u) r- -- SINGLE STORY METAL N� o BUILDING (9300 SF) LIMITSLO XISTI " PAVED PARKI G APPROXIMATE LOCATIQI� I o i m�I I OF EXISTING PORTA34 I I ' ' I I /': ! I ° r-x W' u, � w ; - o (1800 SF OFFICE SPACE AND co 55' METAL SIGN 70 BE R d I I I ! I "' o �, ¢ I 7500 SF PARTS AND SERVICE) �\ ��� p ,'� EXISTING I I ! I I I rn QY p 10 tc),i . SHED ri / ~ s I\cn � a C'— I I /' (1980 SF)alt I I III IIII m A� \\ I J APPROXIMATE LOCATIOI`4 00. ltltl IG - IL `�SIGN TO REMAIN IN PLACEI III I ; I N f 60` I I I � I I I I I � `''I " '; `=• � j G. \P(v.1 ExsTING50 SHED w cn HATCHED,AREAS w (1250 SF) LLI oREPRESS TINTERIOR INTERIOR SCRF NWq LANDSCAP �(SEE NOTE ONNG I(SEE NOTcn THIS SHEET) �THIS SHEETAft I \L30' �p- 4 W = - II II 1 III � cov) co ROPOSED RECREATIONAL HICLE STORAGE AREA 8,451 $F) I 6GH CHAIN LINK FN WITH 21' f GATE �f IIw LL�yIM I III I! ELI — — IIII I o = i �3' ° _._ L SF Fta F'M—FM—ht— I I I I I i I = pR�73 `•\\� E s —t�ST0'�'y LIMITS OF CLEA�Z NIGI I i I I III I °�\ 9s T�cCp <FST NIT,;•fy -\e f _ l '-2g0 FF E ,� AND GRADING179OSFjF/1 /TRO��r�gGEG vl�o!ut4l #5 gU►Lp�N I I I \ Tp /VG - Tq4 - - - `� _ =- - A KER F _STO GE - c, 364 'Ou I I I I I I a I I I ► I' I i I I 11 I I I I I I I I _ //�mo\ ' -_ S IMP, It S p-tp. 1160 rp8 � 3 200 I I I I I 14 I I I I I I I I m ,f \moo. ? '` -i W -=� " ,�` "✓ ILOING I I I I i I I I v ,- r ~- / -c' s G ev _- IJ /A I i I IIII pR pP ps 3ss T ``` \\ ` - SELF -SS 7 - - `~ ' For~'� p gsTpRY E�Ev'-'' p __ �! �. W i i Y q0 /8 ppOSE oTA_t TO A W - 4 �" % = N11 pR5,$p S� -to! J a _.-- t3ggb,u/zpPROPOSE® I'll IN _ LINK FENCE G � 2g0 p App�Pp ERT.q Sso - osEp 3 T0Tq--4 SEE SHEET T' _ 4;NG `b-�)!-' PROFILE B-BF 12 ,33 Cz 1, _ 1.I .0 �400 FF G. _--yAp GE By STR. ROPpSKER R� _STORP \ I I #1 _ �F� 9Tgs - _- r--3�g'( F 015 SF: ` 11` i I I I I I I I I ' \ kFR �, -- e STo R 1. �°a sF \ k i I i I ► I i }" , I ► - , \_ ,S Rpgo r -- ' OSED19? = ` - TF'4;c! m <` Rop P►-- `- -- ` I 1 1 2iyo topR 1 _ 11UD ,�r� "so �F .dosF S eat -- - I � � � � I ► I I jj % , r` � `� � _ _ rpT sue` � / l (l / , % J / i I ► 1111 I I ' EXISTING TREE LINE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING GAS LINE PRIOR TO CONSTRUCTION. XISTING VEGETATIVE SCREENING BUFFER I}-121zXW-1iEXW-12t7;W-12EXW---I2EXW--12EXW I! WiX36 1136 CONTRACTOR SHALL VERIFY LOCATION OF EXISTING FORCEMAIN PRIOR TO CONSTRUCTION. PROPOSED WATERLINE SEE SHEET 4, A PROFILE A -A I� I ROPOSED VEGETATIVE SCREENING BUFFER Icm / I� i o / I N C / PROPOSED DI-7 I i I 1 1 � 11 I I I j I I I I I f `= ... r- ,. "" '_ "` -` -, ✓ -' r- � r — -' / \ \ � � � ��Q �. � \ . •' S DIMENT�AS OUTLET i i I! 111 I i r N 56°26'10" W _ ,..s -' - '5T CTRE\ I I I I j J I 226.52 - \S1EE*F 2` I I 11 I PROPOSED VEGETATIVE 1 e :G, .�,ti. OP _ I i I I j J SCREENING BUFFER - --RIPR4 I t PROPOSED 173' OF 15" - - - _68' 50= HDPE STORM DRAIN PIPE �" I I , STR_ I I I I I I I I } XISTING TREE LINE #? IMITS OF`CLEARING ARIDGRADING I PROPOSED CHAIN LINK FENCE r SF Nk R. #5 N4�3\ suetv ' �► � ��� � .__ ____, `� I1 / l J l 1 490. ► &TALL I i U I I I ".. '.,,,.. -- OF RtP AP .� PROPOSED 67 OF 15 �, HOPE STORM DRAIN PIPE PROPOSE13�68 OF a5 Dso= 6" 1` \` HOPE STORMWPIR9 I \ I I I 40 0 40 80 120 Scale: 1 " = 40' �I \ PERIMETER SCREENING BUFFER CALCULATIONS: TOTAL LENGTH OF PEREMITER= ± 2317 LF LENGTH OF PERIMETER WITH EXISTING SCREENING= ± 349 LF LENGTH OF PERIMETER IN NEED OF SCREENING= ± 1968 LF TOTAL NUMBER OF SCREENING TREES NEEDED= 1 PER 4LF OF PEREMITER= 492 TREES NOTE: 1) SCREENING BUFFER TREES SHALL BE CUPRESSOCYPARIS LAYLANDI (LEYLAND CYPRESS), AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. 2) SCREENING BUFFER TREES SHALL BE PLANTED IN TWO (2) ROWS THAT ARE STAGERED WITH A TREE CENTER TO CENTER DISTANCE OF EIGHT FEET (8'). INTERIOR SCREENING BUFFER CALCULATIONS: TOTAL IMPERVIOUS SURFACE IN PERIMETER = 212,805 SF @ 1/10,000 SF FOR SHADE TREES = 22SHADE TREES NOTE: 1) INTERIOR SCREENING BUFFER TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. 2) REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES. INTERIOR LANDSCAPING CALCULATIONS: TOTAL PAVED PARKING AREA = 13,794 SF @ 5% LANDSCAPING = 690 SF REQUIRED (918 SF PROVIDED) + 1 SHADE TREE PER EVERY 10 SPACES = 8 SHADE TREES NOTE: 1) SHADE TREES SHALL BE PYRUS CALLERYANA (FLOWERING PEAR),AND SHALL HAVE A HEIGHT OF NO LESS THAN SIX FEET (6') AT THE TIME THEY ARE PLANTED. REFER TO PLAN FOR PLACEMENT OF INTERIOR SCREENING BUFFER TREES. ALL PLANTING SHALL CONFORM WITH SEC.165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE, PLANTING SELECTION, PLANTING PROCEDURE AND MAINTENANCE PARKING LOT PERIMETER LANDSCAPING CALCULATIONS: TOTAL PARKING LOT PERIMETER LANDSCAPING SHOWN = 396 LF @ 1/3 LF FOR SHADE TREES = 132 EVERGREEN HEDGES NOTE: 1) PARKING LOT PERIMETER LANDSCAPING SHALL BE IIEX OPECA (HOLLY),SHALL HAVE A HEIGHT OF THREE FEET (3') AT THE TIME THEY ARE PLANTED, AND BE PLACE X ON CENTER. NOTE: ACCORDING TO USCGS ON PID # JW0206 THE NAVD 88 ELEVATION IS 754.48. DURING THE SURVEY, AN ASSUMED ELEVATION OF 99.43 WAS USED. THERE FOR TO MAKE THE PLAN ELEVATION REFLECT THE CORRECT NAVD 88 ELEVATIONS, ADJUST ALL PLAN ELEVATIONS 655.05. EROSION CONTROL LEGEND CE CONSTRUCTION ENTRANCE ST SEDIMENT TRAP DD DIVERSION DIKE SB SEDIMENT BASIN IP INLET PROTECTION SF SILT FENCE OP OUTLET PROTECTION DV DIVERSION DITCH 5 4 3 2 1 NO. STR. # TYPE RIM. / INV. 1 DI-7 R= 71.50 , INV.= 64.80 2 ES-1 INV.= 60.00 3 MH SEE SWM / SB DETAILS ON SHEET 2 4 ES-1 INV.= 51.00 5 MH INV.= 61.34 CHANNEL LINING* TO DESIGN DEPTH EXISTING -\ GROUND DEPTH= EXISTING ROUND 0 0 0 0 Design Left Side Right Side Depth(FT) Slope(H:V) Slope(H:V) Channel Lining 2.001 3.1 3:1 Matting * USE LANDLOCKTRM 435 OR APPROVED EQUAL CHANNEL SECTIONS A -A PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 PER COUNTY & VDOT COMMENTS MWM 2-24-05 PER COUNTY & VDOT COMMENTS CDB 2-14-05 PER COUNTY COMMENTS CDB 12-29-04 PER COUNTY COMMENTS CDB 11-09-04 REVISIONS BY DATE �j V o ao �N N C �2"m E rnNc� .221 V N d g ca n O E U M .-� a = 00 0 N moo d Lo o ai c or J as aco A r� VI 0) rn rn try FBI V o N N l� C � c) . w CAI Cd r`' M M•y M � I� o � A PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 3 of 7 ID a N m M N 0 0 N co I �A, Ti-`�T Pt, 1 "IX . . . . . . . . . . . . .......... 7" :-f t =P.3 VG -048 ZVAIT PtX -1 ii'v 1W 54BT 3 M HT t� 4 10 TM013H A WX i I JAK-1 (W, A. I'll �1-j il I C)"T 141 (j_JT M R:-iTK:—I*,) 1�3%r A H-1, IN%' rl 7A 10 T M— 314 A WAN "A '4?, Tk 11 P1,350 A I-li x -1 4) AlKAYW! 38 Za3w, At 3 H A 3VAH -U,,,4 i 0 1,, 4 1 klS)TMM M, AMT 'AW Y H! 3� 1 10 41 K T �O - Z)ii-H A 5VAH 3HT TA �T)' A 7�j aS _AU V woll T Taa) i. v A v Al 3q N'T I AW1 7,9 R T3" Aw 47& K , j, mt z4It' 11TXXa Fj 4 re -AN 0. C�T J '3 )A� got �yv IVA 41 4 1 T pl Jo NJ lau 'MI A -A MOYT,132 J30AAA-42) I 'T k" T 4� YFAQ MWAA 8"I'V74MM6.11 100 M. 94 92 REMOVE 351' OF GUARDRAIL AND INSTALL 471' OF NEW GUARDRAIL MATCH TO EXISTING SINGLE SOLID WHITE STRIPE REMOVE AND RELOCATE 155' OF GUARDRAIL INSTALL 3516 SF OF NEW PAVEMENT. 2" SM 9.5 A 4" BM-25.0 8" 21B SINGLE YELLOW LINE 2' WIDE F_24' ON CENTER @ 450 ANGLE SOLID DOUBLE YELLOW STRIPE INSTALL 9171 SF OF NEW PAVEMENT. 2" SM 9.5 A 4" BM-25.0 8" 21B SINGLE SOLID WHITE STRIPE SINGLE SOLID WHITE STRIPE LEFT TURN ARROW PER MUTCD(8FT HIGH) - - - - - - - SINGLE SOLID LEFT TURN ARROW PER ------ -- - WHITE STRIPE MUTCD(8FT HIGH) 464' PAVEMENT--TARER-- - - --- - ----------------- - .�-- -- s-.' ....... ...... .�-�..�. ..-.. _ -_ __ .T.. ___ -__ .. ..... ..... _ ..1�� . - - 2-I-- 42' 200 STACKING LANE - N 0.5 MILES TO --.-� ..�__ .. _ :::: NE INTERSEC � --------- ---- ---- _` -- -- RT.3 - -- _ .. .....:. 7 MATCHT_ bdX ;TMN -- _ ------ - -- --- - / q DOUBLESflND----_-_-_�--_----- - -__, _ --- - - - - �i- - YELLOW STRIPES _ ---wo 1-3�� 3/ 3I - / / �/' `- ✓_ — -al - - - \- -EIGHT TUR-N -ARROW___ P R MUTCD(8FT HIGH i 24' EXISTING PAVEMENT WIDTH 12' PROPOSED PAVEMENT ADDITION 2080/01 V 1 MIN. z_ � J 3A ? �2 MAX Lij w U MAX 1 1 1 9+50 10+100 10+50 ROAD CROSS SECTION A -A N.T.S. 11+00 100 RI 94 92 50 0 50 100 150 Scale: 1" = 50' OVERLAY 29,398.7 S.F. 1.5" SM 9.5 A OVER MATCH TO EXISTING EXISTING ROAD PAVEMENT EXTEND EXISTING 18" PIPE TO SINGLE SOLID DAYLIGHT -MAINTAIN EXISTING SLOPE WHITE STRIPE 464' PAVEMENT TAPER ILI -- - --- SOLID DOUBLE YELLOW STRIPE \ 12' PROPOSED 24' EXISTING 12' PROPOSED PAVEMENT PAVEMENT PAVEMENT ADDITION WIDTH ADDITION 102 102 100 100 Z_ 98 98 96 96 94 94 92 92 9+50 10+00 10+50 11+00 ROAD CROSS SECTION B-B N.T.S. i oo � MAX MIN.- Oz � 2:1 MAX \ - -X-U WIn MAX 1 SINGLE YELLOW LINE 2' WIDE 24' ON CENTER @ 45" ANGLE __L_MATGFrTO EXISTING SOLID DOUBLE YELLOW STRIPES • V 0 00 °_° � N N � • Q E E � N • U > d) rn OD N � N V ^ ( U) s O E c� M Q. — o0 O N n, �+ >F-4 ai -o Lo o c M 0 � J ) Q� A�0) 00 rn rn I� O N N E.., c � . p W ct .�' u o I••I M � � O A PROJECT NO.: 0404-117-SP DATE: 08/ 11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET N M 4 of 7 95 90 MATCH TO STA. OF PROFIL 85 100 95 ti0 85 51 75 65 W o o N W O p Co +off( FW- W Q� EXISTING N �D (n GRADE Uc-N PROPOSED GRADE W z J >Y z z W W X Nz +W p W_WQ..i Ji Zo E-0W 0 I,— CL > W Z - o O E- W X OWE-- (iN ci�OX�Q �0WcvN� v>ZE" r-0a< W_ O Na)OC U r 95 BELOW co � - i I — I I - 10+00 11+00 PROPOSED 8" / 12+00 SDR21 WATERLINE---/// 50 0 50 100 150 Scale: V = 50' Cn W om o oW> o 0 CN �HW (0 (Dp o62 W �r- z O W E- NOQ (0Q NN z 00z WO .- m X� w r m Q Q Qin Qaoao Qm Qin CV E- E- !-- CV ALL ')N U)e-N 0et U)N m IN 80 13+00 14+00 PROPOSED 12" SDR21 WATERLINE EXTENTION CO W � o �Q00 + �_ W co � m 100 — EXISTING GRADE --GRADIE R POSED — /I iQ p C - - - -- - / i / I f- SD -PROP-OSE-D-8-- 1_WAIrERLIN - / i % i 10+00 11+00 12+00 50 0 50 100 150 Scale: 1" = 50' 13+00 �*m M 85 :1 75 17r7 65 14+00 • V C) co co N Na �^} ,, • {p (0 M a�rn E CT N V � & N d Ai C 7�1 ^NtU- t` E2& 1� rn C— O 2 "� N 9 � F- O d-0LO ® o ai -0 3 0 r�0- J CL a m A 0) rn rn ®rc� N N E..� � M . W � Cd > u M M•y M � 00 aj =o J o -Z Q Z Q � O 0 O Q W W PROJECT NO.: 0404-117-SP DATE: 08/11 /2004 SCALE: 1" = 40' DRAWN BY: CDB SHEET 5of7 a� L U_ a 0 v LR N 0 0 N M .60, TABLE 6-1 TABLE 3.32-C CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE SITE SPECIFIC SEEDING MIXTURES (WITH WIRE SUPPORT) EXISTING GENERAL EROSION AND SEDIMENT CONTROL NOTES FOR APPALACHIAN/MOUNTAIN AREA PAVEMENT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 70'MIN. PROJECT DESCRIPTION TRENCH UPSLOPE ALONG THE LINE 5:1 OF POSTS. Total Lbs. The purpose of this project is the construction of a mini -storage facility and alit Minimum Care Lawn Per Acre associated utilities. The approximate land disturbance associated with this prroject is ES-1: Unless otherwise indicated, all vegetative and structural erosion FILTER CLOTHS A MO NTABLE BERM 6"MIN. (QPTIONAL) ±10.64 Acres. and sediment control practices will be constructed and - Commercial or Residential 200-250 lbs. SIDE ELEVATION maintained according to minimum standards and specifications - Kentucky 31 or Turf -Type Tall Fescue 90-100% /- I i of the Virginia Erosion and Sediment Control Handbook and - Improved Perennial Ryegrass" 0-10% EXISTING GROUND EXISTING SITE CONDITIONS Virginia Regulations 4VAC50-30 Erosion and Sediment Control - Kentucky Bluegrass 0-10% Regulations- r! I I 70' MIN. The site consists of one onsite drainage area and is presently and adequate stand of 9 �- � � I /'Jj -� � i 't IJ grass and trees. A drainage way runs along the southern property boundary.. II B WASHRACK IN. ES-2: The plan approving authority must be notified one week prior to High -Maintenance Lawn / C�-� 1 L� _ (OPTIONAL) the pre -construction conference, one week prior to the _ __ ADJACENT PROPERTY commencement of land disturbingactivity, and one week prior to Minimum of three (3) up to five (5) varieties _ �- tY / � 10' MI The site is bordered by Tasker Road to the West, church property to the east;, the final inspection. of bluegrass from approved list for use in Virginia. 125 tbs. r/ ` 12' MIN.' EXISTING north. The roe to the south is undeveloped. FLOW - T` J �II�' PAVEMENT commercial property to the no property rty p (�I - II ES-3: All erosion and sediment control measures are to be placed prior General Slope (3:1 or less) to or as the first step in clearing. a OFF -SITE AREAS - Kentucky 31 Fescue VD T #1 POSITIVE DRAINAGE MIN. An fill material imported to the site will be obtained from an outside source. No ES 4: A copy of the approved erosion and sediment control plan shall 12S tbs. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE COURSE AGGREGATE B ��O SEDIMENT y P be maintained on the site at all times. - Red Top Grass 2 Ibs- FENCE AND EXTEND IT IN 10 'HE TRENCH. EXCAVATED SO L borrow area is proposed as a art of this E&S Plan. An excess material ex rorted - Seasonal Nurse Crop** * MUST EXTEND FULL WIDTH TRAPPING DEVICE P P P Y P P 201bs. from the site shall be disposed of at a site with an approved Erosion and Sediiment ES-5: Prior to commencing land disturbing activities in areas other than 150 tbs. OF INGRESS AND EGRESS PLAN VIEW OF OPERATION Control Plan, or an additional E&S Plan shall be submitted for the proposed waste indicated on these plans (including, but not limited to, off -site Low -Maintenance Slope (Steeper than 3:1) area prior to disposing of material. borrow or waste areas), the contractor shall submit a supplementary i 12' MIN. erosion control plan to the owner for review and approval by the - Kentucky 31 Fescue 108 lbs. % MIN. plan approving authority.- Red Top Grass 2 Ibs " - Seasonal Nu*se Crop' 20 Ibs. 1 J JI MSOILS IN. Soils data obtained from Soil Survey of Freder►ck County Virgin►? , 1987, Shieet ES 6: The contractor is responsible for installation of any additional - Crownvetch 20;till / -- I, 1bs. /erosion control measures necessary to prevent erosion and -� '� �� FILTER CLO9500meq Number 41. The site is made up primarily of Blairton Silt Loam (3B) and 150 tbs. / / %� SECTION A - A Weikert-Berks Channery Silt Loams (41E) with some areas toward the southeast sedimentation as determined by the plan approving authority. / consisting of Clearbrook Channery Silt Loams (9B.) ES-T All disturbed areas are to drain to approved sediment control ' Perennial Ryegrass will germinate faster and at lower soil temperatures `�- FLOW / 6' - 7" than fescue, therebyproviding cover and erosion resistance for seedbed. - �- measures at all times during land disturbing activities and during p g _ ,,.. � �� :�, :�,_ .<; :•;.,:::.: �` r_ ,�-- - _: �• _,:.:-� site development until final stabilization is achieved. IJI �IJ III `' '' '� •-• -`'`` t ' '` CRITICAL EROSION AREAS p "* Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th ........................... Annual Rye ; '?_ •;:::-..:. ,-=::_. No areas on this site will be considered critical erosion areas. This site will be EXTENSION OF FABRIC AND WIRF INTO THE TRENCH. -'- ES-8: During dewatering operations, water will be pumped into an May 16th through August 15th ........................ Foxtail Millet monitored during construction to ensure excessive erosion is not taking place?. The approved filtering device. August 16th through September, October ......... Annual Rye Iwi II �........ ..,.� ..--1, .. ..... ...�... ... ..... .. ... .............." ,.. placement of additional erosion control measures if it becomes ES-9: The contractor shall inspect all erosion control measures periodically REINFORCED CONCRETE DRAIN SPACE recommend the *** P and after each runoff -producing rainfall event. Any necessary If flat pea is used, increase to 30 Ibs./acre. All legume seed must be SECTION B - B evident during construction that the ones in place are not functioning sufficierntly. repairs or cleanup to maintain the effectiveness of the erosion properly inoculated. Weeping Lovegrass may also be included in any�I I Ilj I WIRE control devices shall be made immediately. slope or low -maintenance mixture during warmer seeding periods; addlllU_-� Source: Adapted from 1983 Maryland Standards for Soil EROSION AND SEDIMENT CONTROL MEASURES 10-20 Ibs./acre in mixes. Erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Unless otherwise indicated, all vegetative and structural erosion and sedimernt control practices shall be constructed and maintained according to minimum standartds and specifications of the regulations. The minimum standards of the VESCH shaill be adhered to unless otherwise waived or approved by a variance. O 6 STRUCTURAL PRACTICES TOP OF Construction Entrance: Will be installed as shown on the plans. BASIN --6, IN EXISTING GRADE 8 75 75 Silt Fence: Will be installed as shown on the plans. DESIGN IGH WATER _ _ _ - _- -__ _ _ _ _ (10-YR, 24-HR STORM ELEV) V MIN SPILLWAY i i Inlet protection: Will be installed as shown on the plans- 1' MIN -__ -_ ---- -- Diversion Dikes: Will be installed as shown on the plans. DEWATERING DEVICE RISER ELEV O7 ELEVATION 11 Diversions: Will be installed as shown on the plans. ORIFICE SIZE 10 ` Construction Entrance: Will be installed as shown on the plans. O1 70 70 SEDIMENT 9 INV IN 3 VEGETATIVE PRACTICES POOL ELEV RISER PIPE SIZE O �\ PIPE LENGTH O Top Soiling: Topsoil will be stripped from the site and stockpiled in an area �� 48 determined in the field. Upon the completion of the project topsoil will be placed on\�\ \ all disturbed areas at a minimum depth of 4 inches. Temporary Seeding.- denuded areas left dormant for more than 30 days sihall be 9\\� seeded with a fast germinating temporary vegetation. See Table 3.31-B - Aciceptable //\/\/ /\/\/\/ Temporary Seeding Plant Materials. ���� \\//\//\//\///\/\\\//� /\�j\�\ N< \�/\�\\\��\\�\ ' � NV OUT 65 - --- - --- - OQ ft,5 ' 65 MANAGEMENT STRATEGIES O O BA IN /\//\/\ � 0. 0P The installation of perimeter controls shall be the first step before any upslope land 2000 E(n� disturbance can begin, and shall be functioning properly. Any earthen structures must n n n n n (7) n n DEWATERING DEWATERING CO CO � N C N f0 (� ^, • 1 Q E N E �N c� • rn V >CID V N .Z�m UJ ca � C VJ d U M E:�i 6 V CL = 00 O t6 N �..� °'~o LO QOoai c J a U) rn rn { be stabilized with seed and mulch immediately upon completion_ Construction will be sequenced so that grading operations will begin and end as soon as possible. The job superintendent shall be responsible for the installation and maintenance of all BASIN ID U INV IN U INV OUT U PIPE SIZE U LENGTH U BOTTOM U TOP RISER v ELEV SPILLWAY SEDIMENT POOL ELEV DEVICE ORIFICE SIZE DEVICE ELEVATION _ - 15 jn _ @S=O� ft (rl-12 0�-zt,_1-- A 54.00 51.00 15" HDPE 65.00 FT 54.00 62.00 60.00 60.00 55.32 2' 56.50 eros►on and sediment control measures. 60 v I V Tt 60 After achieving adequate stabilization, in the opinion of the local administrator, the temporary erosion and sediment controls shall be removed and any areas disturbed TEMPORARY SEDIMENT BASIN DATA. -- ------ - during this process shall be stabilized. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done in accordance With the VESCH 3.32. Any alterations from this document shall be approved by the lotcal 6 erosion control administrator. See Table 3.32 - Site Specific Seeding Mixtures for TOP OF 55 55 Appalachian/Mountain Area. BASIN 10+00 11+00 12+00 STORMWATER MANAGEMENT 2' Stormwater management is being provided on this site to detain the 10-year rrunoff to - �--6' MIN a rate at or below the predevelopment condition as directed in MS-19 and all other 1' applicable local, state and federal regulations. EMERGENCY SPILLWAY 7O 30 0 30 60 90 MAINTENANCE All erosion and sediment control measures will be checked daily and after each O Scale: 1" = 30' significant rainfall. They will be inspected for undermining, deterioration, erosion and INV IN excess deposited material. All deficiencies will be corrected immediately. Excess PIPE SIZE 3 O DR-3 END material will be spread on the site in a manner where it is not likely to erode in the PIPE LENGTH 4O SECTION future. All seeded areas will be reseeded, mulched and fertilized as needed to obtain an adequate stand of grass. ? � 2 M NV OUT TABLE 3.31-13 CUTOFF ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 0 BOTTO TRENCH TEMPORARY DIVERSION DIKE 'QUICK REFERENCE FOR ALL REGIONS' OF BASIN 8' MIN Rate Planting Dates Species Ibs./acre Sept. 1 - Feb. 15 50/50 Mix of Compacted Soil Annual Ryegrass SWM O O O O 5O O O7 T , • ; ; ; : ; . , (Lolium multi-florum) 50 - 100 BASIN PIPE TOP OF EMERGENCY INV INV OUT PIPE BOTTOM 18" min. Cereal (Winter) Rye SIZE LENGTH BASIN SPILLWAY �� Flow i�l't'�'It i�i 4'`'II iII't'I'Ititi ; l I I_ PER F.C. SANITATION AUTH. COMMENTS �1WM 3-1-05 (Secale cereale) IIIIIIIII-IIIIIIIII-III-IIIIIII A 54.00 51.00 15" HDPE 65.00 FT. 54.00 62.00 60.00 - PER COUNTY & VDOT COMMEi'. , � ,AWM 2-24-05 Feb. 16 - Apr. 30 Annual Ryegrass 60- 100 (Lolium multi-florum) 4.5min. PER COUNTY & VDOT COMMENTS CDB 2-14-05 SOURCE: VA. DSWC PLATE 3.09-1 LR COUNTY COMMENTS CDB 12-29-04 STORM WATER MANAGEMENT BASIN DATA May 1 -Aug. 31 German Millet 50 PER COUNTY COMMENTS `,DB 11-09-04 (Setaria italica) NO. REVISIONS BY DATE �W V � O N 7:� Ct M • r--q bib I-4 V ' W I, cd U O M � � O 4-1) n F� O 0 � 4 Q h� AW h� V1 W �C� A W PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 6 of 7 0 L U a v N N 0 0 N co Ai Oki i No -At Al Ale AUCK p ^ ` ^ or - - nel badO (see nt*m C' I' 96i t ba" ee ram) V B' Gemeral Ali L ife rw") 2 O.D, farm n #ed°'1i stone eeddft ffkt�iLi�1:- G41iREENfiihl�F±! H11FIZfflP1."F"BI - STANUMD COMCFEM AIR Pipe Plugs, Wyes & 11 114`F. 002'1 r 45�4M41 Dia. Tees Bends s [� A /.' ...._. BV 1"f:•A i iS tit '3 t.• ,• -: "nrral biMl +�tr�ral ac#ifl r-000 0' 14. 7V.04 , -:1 W. rfi' 3' �,..{I a.: (y 1Y.V�, +�i: '.i �V :�(.7; 1:�! , '-•i3a'c�.:J,c+c�l q?}1 _.11-3 - 'fy i '1 '• �.-U._ ci' . �+ �/ -�,+zr•JIi'i.^SG �, .A�. .� yci" �1',bl! � -6"` T ,,� ,� •,- -: vs 3' 9" 1'-�" 1'-3' ` Q"` (tP' I<:� ir 20' : G i ` l� i � ''� 1'-J" Z "�T 5' ealAeo:l lx fae� rxKe), (see now � � f r reds over fit an gs =� A KEr« ' sX 5 � n concret$� . ` �x ��k z D.D. 1 i �e iil� � "� . ` ti, �:h-f - L�f�a .f zv;ks.? .dar:�: � "1 r vr'r -Y .?' � •..i i e � Y .. am• .. ..P ,. Wiz, <Ys flEICfiIG ,\ 2" x 4' � TTI � FI NG a`"#ZE.biC� •' :; RODS. � 4"x4"x 21Yf 1. .. corCIUbl C tlrrl�4B T99I. in h CONC CRODLE CONCI�ETS EIrt�".ASEMIS 7 'I GI4 eEh1DS f � � { # L ~ ° 4 9� stone bedding` _ s; 11id NOTE., To be ted to 95% of ASTM DM irmiti mi do*.. TRENCH & BEDDING Figure 1 r die. sChedule • 0 steel pi�rt fillad wt-b ennelwA ;mod Milled yellow ._... thr��1 btk9Gll 8<XL%W MTAIIL ` as Irlr tl cMr Pad 4'.0" m , x W dmp I II 2" min. • Bo (tax +l' 9r1�r19N` scr &'M d 8djust�le ztrtrt� I 15t0M tD be mk mpn +ip bok Of 6" abovo top of baft - loc>altor nwkw LF e � � B . I r11EliarllCajint Ir brYrtch FIRE HYDRANT ASSEMBLY F iigium e 6'PRESSURE TREATED PRIVACY FENCE n °- - d "e 6' °' DURMPSTERv _ StAB " .d ° - - - " ° d a 4 4. . - da ° PRESSURE ° .TREATED GATE d" W/CASTER ° d -0- _ - 10' - TRUCK APRON . P 4. • . a ° . ; • ° t d -°"- ° - - d- ; ° .O Virginia Department of Transportation Staunton District Rev. May 1, 2004 #5 16" O.C. EACH WAY VDOT General Notes n V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and n Q ° Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a --"-' - " --" -- -" ------ -"- discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall 21-B CRUSHED 'II govern. AGGREGATE ...... -..... V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety and Health (VOSH) Rules and Regulations. DUMPSTER SLAB SECTION V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control #4 12" O.C. flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. EACH WAY PLAN VIEW TRUCK APRON SECTION DUMPSTER DETAIL ALL LUMBER TO BE PRESSURE TREATED 4-1/2 UP BENDS SHAt.L BETHEE 14' AS FOR HORIZONTAL 8:; l 46`. CON E'T14 fi}-�L K#1 concrete pad V-6" sq. x 6" deep 4' stone screw type adjustable valve box 36" min. valve megalugged to main megalug Box Box 16" solid block (for valves 12" and larger) GATE VALVE Figure 7 Note: this detail is also used for butterfly valves NTS 5' GATF 5' GATE DUMPSTER SLAB I I I I (MAY NOT APPLY IN u u ALL LOCATIONS) CASTER 6' PRIVACY FENCE PRIVACY FENCE GATE ELEVATION ELEVATION BOARD OF BOARD FENCE DETAIL NTS FREDERICK COUNTY SANITATION AUTHORITY V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and DUMPSTER Sediment Control who shall inspect erosion and siltation control devises and measures on a continuous basis SLAB for proper installation and operation. Deficiencies shall be promptly rectified. IY NOT APPLY IN ALL LOCATIONS) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until and adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. CONSTRUCTION NOTES V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and AVAILABLE AT WWW.FCSA-WATER.COM. Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW Manual On Uniform Traffic Control Devices. LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start B) THE DEVELOPER/CONTRACTOR MUST: of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be I. MAKE APPLICATION AND PAY DEPOSIT provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be It. MARK THE TAP LOCATION. obscured. 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. MANHOLE BY CORE DRILLING THE MANHOLE. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall INSTALLED: be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY opportunity to be present during the construction and testing of the control strip. ALIGNED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. V21. In accordance with Section 302.03, the foundation of for pipe culverts thirty-six (36) inches and larger C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The COPPERSETTER SHALL TO BE BETWEEN 18 AND 21 INCHES. contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or WORKING ORDER. otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH V22. Approval of these plans shall expire three (3) years from the date of the approval letter. THE AUTHORITY'S ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specific WORK WILL BEGIN. by VDOT. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", %" AND 1" WATER SERVICES. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in D) FOR ALL 1 %" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR grading is mostly complete. SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. 5 PER F.C. SANITATION AUTH. COMMENTS MWM 3-1-05 4 PER COUNTY & VDOT COMMENTS MWM 2-24-b- 3 PER COUNTY & VDOT COMMENTS CDB 2-14-05 PER COUNTY COMMENTS CDB 12-29-04 PER COUNTY COMMENTS CDB 11-09-04 NO. REVISIONS BY DATE • o U00 N C N m ca ^, • r1Ern V• o� V ;5: N FMM9Zoo CD LL OE i M ,� V o=N o ai 'O 3 � c 0 � m as A a cn 00 rn W N N FNNINNI � .� Ct > O M H M � O� n I--�I PROJECT No.: 0404-117-SP DATE: 08/11 /2004 SCALE: AS SHOWN DRAWN BY: CDB SHEET 7 of 7 rm A; t m m m a L I LIAMU �' U1 a I &L, -I -, `� I King ? lArn ;Ac: darmWmi I&OW bmlv vaoifim sfk� 'DI '-j Pi ~,�400tmbns* afm&- e _Ph ANL�A IF T mlddo* .1d io wtob4l 007�),14"ks IeMr, Re, At "�**Wtft lawn w# xno#shmqod9 bew aftLiG3d%:,­Y,1?, -"o tCO',-, ­v Al I -A It koolme Imobowwo :10*aj 10 tj"&�W(j a 0 vl� #OuwA br% "WA �HUM ffflfisM brw vPAf2;, -,f r7l MAT..) J! 4�3; VT A or 'S bnstmo$4-100V Otto (vWJV n6tnx�r'� Ii t r�_" Tf ;� j Ji 641t spbh Al A Ie es ��LiF Nt, 41-o f�;- -W.f L ft Im yft .0eneqke aid i's QnN, 'KA. (A.1 -v!) `jj`6;ft YM Jam M-,Mj� -%.1r, aoft 7 30P -(L.T! fcijM-` V"FAKNi, ieJ PW, %�300 iiTi 111A K�111_A ST40 M N' qg. T- 'k-I ad w 40m,* lm*vi A 8fw"uQoi moij ancy) N: f .1. 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