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HomeMy WebLinkAboutSDP199200004 Plan - Approved 1992-01-30SHADWELL ID ' � a ✓ \ � �' rzs � z� 20 CULVERT CI \ --� \ f \ \ I Ah 36'•-18" CMP 112,.97% INV. IN= 385.82 3my - ��-i� \ /`l�R `4 / SITE INV. OUT= 384.75 � '— �-� - — _ \ � � I ' I � RlVANNA �N /F FRANK A. KESSLER I RIVER • T.M. 93, PCL 59 �� � � j � I I VICINITY MAP I"= 2000' D.B. 1074, P. 200 '390 R DESIGN TED l / BUFFER LINE BENCHMARK. _ ° 3' 50. NAIL SET INUTILITY POLE S32 OPPOSITE GLENMORE WAY (t800) 87+ ELEV.=420.5/ _�� `-- \ --� DRgfNFiELD EX ROADW 88+81 20R T ; qqS MENT �� ASPHALT IVDOT ES-2✓ _ _ 48.50` 1 8 +2 / / .75+ / Np EEM — CE MAIN 1 91+0 I / _ IC FIELD A \ FOR 1 Q� — - _ / 0P• sEPT CTOR TO 24' — -! �/ �. / TYPICAL DITCH SECTION pR +j44p' TO 1 1 ' I E T TER5ECThJN — _ M1N1MfZ N \8 GRDgBING rn —�i 18' _ 7 + IN RT. Z5O 0.18' 1 WE " " CLEARI RSA _� — _ U. S —� 25 R. LINE 1 43 BLDG• L FRON�r THIS A END CGS f ' , Q-�Lr- _ _ — PARALLEL TO / IN \ ATE BURP G / / �i 93+5 91+0 1) / 8$* ° CES 0 2 18" / `I SP ' 1 15— DRIVEWAY 7 r 3+ O �J gNDrRf�p,r , . 5. S o- • 1 �Z 1 l / - 2:1 TYP. PLANT ► .g'Sld ,F K 90�0 -�� 3 .� L .5' 4 � ®� N A� P^V� BE IN RIP-R%{P 1 e _ v \ 2-- € l J DIT H (SEE -50' 1 t o — / SPE LINING AS / t PLANT d S /CIFIED rn 8g 23 8 \ \ , i 0 3 t Ea PL t HIGH POINT SPA 1 ` ✓ / / / \ to wp,LE- 8�*75 / CONTINUOUS` 1 n C.O. S i >\ / a E.P.o / C. VEL GRAD - / 5 9+Iv 89+ LE .R _ tt 0+A PR/ME 8 DQllf \ SEA ,' 89_t°'�, ' / i p t ' - ' Ir - 4 - N / . / cn o� F FRANK A KESSLER r.. 90' ES 4 p CONi1N0oC DE t / t rno 3 SPA¢ 1 '' .� ` / / N T.M. 93, PCL 59 390 E GRA t / 1 a �- I , LO _ D.B. 1074, P. 200 ROOFORA/N. \ 18' 18 --= t 5 SIDEWALK LEV L — —t, _ t I �^ D I, f ) S rE ��RFa��'� 68+ / 68. w PROP`FIRE S-TA ION BLDG. f EDP Pq IN� �GREG 5 TO BE B"PVC �' -' / ; A o, S N RAI AG A ' w / t FF= 390.0 TEP A 1 GENE 0.25 ' PER FT UNLESS SPECIFIED OTHERWISE ?.- ; . 9t 5 ► , t EA5 ' `—' �- ''',� \ � / _ t a' � .SERVE A� UND I ' - I �• le • ' / / / / I � MIN, COVER = 3' TOP OF PIPE / FF= 390.0 (23 00/ S.F. TOT )� / 82+0 R QRO Y / CLEANOUT IN DRIVE AREAS rnUri SAX HGT35) 8D o C7g TO BE TRAFFIC HEARING TYPE m 52 5 ACES A' WG "y;,; t g PLANTER ; R P o p 1 \ «Z MBE - v N 5TR ENGINE BAY SIDE— — — 1 f PUELICIOFF/CE SID , C�O, \�� / / I �'l �• +5 r aW •® 4 ..• 2�, ITYP 9 75 A VE GRA r i / / PARKING SP CES ��'CEoL - 1 89+9 dESTR/PE �5•R� . • 8 +5 Zs} a 89+9 REwAL\ ~ — - " ' o TEEL BOLLARp 30 i i / / / / / / CONTRACTOR TO _ � 4 S ASPHALT � � / / / / — ► 5 R sp 89+75 2�' / MINIMIZE EXTENT OF - x 1 0' U _ ' CLEARING 8 GRUBBING 6t `.66+ .1 ABOVE G C. D. 87+5 �� • L STA i0N _ _ — — — _ — — — — (O X Ip' - AD N / 8 �� ASS/BLE SLiE OF / / / j / ,.✓� IN THIS AREA 269 PAALT UTILITY P STATIO CLASS�5'NON-COMMMIr)' / / / / 1 EXCEPTION TO �/ . — ; _ _ _ V� _ _ _ _tN ANE LQpE� ' _NC22, TO BE A'PROVED BUFFER LINE r — 88 " "'TTU OF �® , _ _ i BY V.D H' OOULDER a Is JI \0 0 — 6+7-= 93, PCB!! ROOF. DRAIN CHANNEL N / 25R _ • j / / / ! � / TO CREEK. RIP -RAP OR , — — / / / / r OTHER PROTECTION MAY _ BE NEEDED. PROPOSED TREE L1Nt_AND LIMITS OF CLE-1711'NG 1 N/F FRANK A. KESSLER /. _� AND�DINGDWN� T.M. 93, PCL 59 �' — — _ MARfR. TO PROVIDE BLUE \\ r1 / \ \ \ \ IMI OF CLEARING I / END RIP -RAP �` �..�� 360 35' OWNER DEJAT�p DITCH (SEE D.B. 1074, P. 200 — — ` E#3 RIBBON TO DELINEATE / APAtR IMATE L T B(l\ER LINE _ \ \ LIMITS OF�CLEARING. \ AND`YR DING FOR OVERHEAD / E8S PLAN) (BY OTHERS)\ - I ` 0 OWNER DEkGNATED �` \ I / _ _ _ _ NOTE- ABOVE GROUND FUEL' ®\ \ \ � BUFFER LINE � � — _ _ \ APPROX, LOCATION OF STATION TO. INCL bVE — ` -- — — - — ` \ \ \ \ \ PROPOSED OVERHEAD 2- 280 GAL. FUEL STORAGE TANKS UTILITY SERVICE -(ABOVE GROUND) 0 GASOLINE, I DIESEL) — \ \ ` �� \ � \ �� (BY OTHERS) AND PUMPING ASSEMBL/ES. ALL TO BE INSTALLED LA. W, APPLICABLE N.F.P.A.— REGULATIONS.— �--------575.7.8 � �\ \ �_ 88.47 N210 48' 27"W (668.25. TOTAL) � \ o ` 37 0 R .... \ OUNTY OF ALBEMARLE N /F DANIEL J. BIEKER GENERAL'NOTES: rGENERAL CONSTRUCTION NOTES T.M. 79 P.25A 1. Steven L. Key, Inc. has attempted to locate existing subsurface utilities; however, \ Rev. Sep. 181989 D.B. 886, P.404 \ N /F ROBERT D. $ such may exist that are not shown. The contractor shall exercise care in this work SITE DATA: CAROLYN S. LIVENGOOD \ - 1. Prior to commencement of any construction within any existing public right of T.M. 79 PCL 25B so as to avoid damage to any utilities. Any damage shall be the contractor's re MEDIUM SHA� MEN OWNER: Frank A. Kessler , n • DEVELOPER: East Rivanna Volunteer Fire Department way, including connection to any existing road, a permit for said construction sponsibility. The contractor shall notify all utility companies as well'as Miss \ P D.B. 575, P.609 LEGAL REF: T,v1 93, PARC.: 59 shall be obtained from the Virginia Department of Transportation (hereafter ab- Utility" 72 hours prior to construction. DB 1074, P. 200-203 breviated VDOT). SEE LANDSCAPING PLAN DB 365, P. 481 2. AII'paving and drainage related materials and construction shall conform to cur- \ �. Any unusual subsurface conditions shall be reported immediately to the , designer. DB 324, P.12 rent specifications and standards of VDOT unless otherwise noted. 3. The contractor shall obtain all permits required for this work and pay all ZONING: PRD- Rivanna District 3. Erosion and siltation control measures shall be provided in accodance with the associated fees. BOUNDARY INFORMATION: S.L. Key, Inc. (PLAT UNDER REVIEW) approved Erosion control plan and shall be installed prior to any clearing, grad- 4. The contractor shall employ erosion control devices and methods as required to .6" WELL COMPACTED VOOT TOPOGRAPHIC SURVEY: Roudabush, Gate & Assoc. (Aerial) ing or other construction. meet the intent of the County of Albemarle Erosion Control ordinance. NO. 2/A DATUM: U.S.G.S. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. „• BENCHMARK: Maximum allowable fill or cut slope is 2:1 Where reasonably obtainable, lesser 5. Contractor to clean up and restore disturbed areas immediately upon W/TH ; EXISTING USE: unimproved slopes of 4:1 or better are to be achieved. APPROVALS of final grading in the affected area. PR/ME 8 DOUBLE SEAL s; PROPOSED USE: Fire Station 5. All drainage inlets shall have a 2" local depression. 6. A11 grading and improvements to be confined to the project area unless WHERE SPEC/FIFO € BUILDING: 1 story metal, max ht. = 3� & Paved or rip rap ditch may be required when, in the opinion of the Albemarle otherwise indicated. Owner shall obtain any offsite easements required. SITE COVER: 90,625 s.f. County Director of Engineering or his designee, it is deemed necessary in order Albemarle COUnty SerV1Ce Aut110Tlty �,r 7. All fill material shall be. compacted to 95%u of theoretical maximum density as F'PROPOSED T V to stabilize a drainage channel. -SITE COVERAGES: 7. All traffic control signs shall conform with the Virginia Manual for Uniform De Department Of EIl lneerlri Yi'oa.+, - "` 42, determined by A,A.S.H.O. T 99 Method, A, within plus or minus percentageNEW BLDG. 3,001 SF. 8.87o vices, latest edition. P g g points of optimum moisture for the full width of fill section. 8" WELL COMPACTED VDOT Traffic Control De /I PARKING/DRIVE 65,700 SF 25.1 70 8. Unless otherwise noted, all concrete pipe shall be Class III reinforced concrete i�� �4/� / % 8. All site grading and restoration shall, be in accordance with these plans unless F] NO 2/8 OPEN SPACE 172.659 SF. 66.111. pipe Department of Planning � � /• modified by the project' engineer due to situations encountered in the field, TOTAL 261,360 SE 10070 9. All excavation for underground pipe installation must comply with OSHA U It Development 9. ' A11'dimensions, elevations and locations shall be verified in the field by the 2" S-5 ASPHALT Standards for the Construction Industry (29 CFR Part 1926). & Community y PARKING: �.y j E C ERED contractor prior to beginning the work. C 3 N, O PLANS, IS TO B ONSID REQUIRED: � , !! __ ,,// THIS PLAN, IZ SET � OF I�`L We the undersigned developer(s) 'Department of 2'onin ,i'ri' , 10. SteA� ven L. Ke ; Inc. has conducted no studies designed to discover'the presence -of _ g per(s) understand that approal of this plan by the County of p g y r ASSEMBLY HALL (6,S4s S.F} C 7� per 9 SPACES this does not necessarily indicate Virginia Department of Transportation (VDOT) AS DRAFT FOR PLANNING USE ONLY an hazardous substances on this ro ert and assumes no responsibility or MAX. NOON SHIFT= 35 35 SPACES Y P _ P, Y approval of the plan. Approval of the Ian b the Count does not in an Nay relieve me Fire Officerr... �```�'"�• ' �� �'�• ' p y y y' / El AS PREI IMINARY OR FOR SUBMITTAL. NOT FOR CONSTRUCTION;.:: liability resulting from the presence on any such substance. TOTAL 1-i SPACES Q , _ 11. This site does not lie within a Count water supply watershed as designated b 4" STD. CONCRETE SIDEWALK of my respificat lty in obtaining final VDOT approval poor to issuance of building permits / y Pp y g y � .=• D, and/or certificates of occupancy. Va. Department of Health (� . AJ�.� � �' � FOR FINAL APPROVAL. the Count of Albemarle. p: -: PROVIDED: p V y STANDARD 739SPACES(9'x1a'} P � APPROVED BUT NOT FOR CONSTRUCTION. 12. This site does not lie within an area desi =Hated as Lone `A" (lOQ yr. flood plain) A11 Va. Department of 'transportation 4 ifs -- as shown o Federal Flood Insurance Rae Maps dated 16DEC-1980; Comm. HANDICAP 4 -,PACES (13' x 1s'1 p p Developer Date [].APPROVED FOR CONSTRUCTION. n p TOTAL 143, SPACES -----=--------- --------- a: O Q -J w u fa Q v � � o w O j LILJ p h Q z Z n WP11 Q) m d C + 1=1 O o U z CV 0 rn N N M w> 0O0 f ... WV o E .•( co f 4-1 - Q � 4-1 +� r CIS � �• o t� Q) v 90-202- 00 9 101 C'f ' 4 zz INSET .,A., a. DRIVEWAY BRA ... ,— •- --�... � o f N � `J 5 J • / ` ... THREE CNOPT RO J SHApWELL Q J T i 0 p O20 LULVERT CI 2 46'-18" CRAP +6p0 @2.33% -- � INV. IN= 385.82 SITE PROJECT INV. OUT= 384.75 RO SITE RIVAN�N N %F FRANK A. KESSLER �— -- I / I I t' RIVER Q 7, / T.M. 93, PCL 59 S F -" _--- � I © D.B. 1074, P. 200 3g0 -� "� I �` 35'O NERDESIGN, TED VICINITY MAP I"= 2000' \ / BUF�R LINE �32° 31' 50 E I I I 9R NFICCESL EX• RO Se+81 tea, �ASPHA�T 2 ISO --I _ — -- EgSEMENT EMENT f — — ; _ 8 +A2 / / r .75+ ANp EAR — _ 1 91+0 TO I POSS�BLE -- p SEp fIC FIELD \ �01 RA OjCTENT OF 24 ' R04 DRAIN CO h PRO tl TEOTO R ECTION CRS �— -`i _ — — — MINIMIZE G\0 GRNgBINC m I 1 If�1T 18 / 7 / 5CC 1N5 RT. 28o t TP CLEARINgRLA 88 — U. IN THIS S END LqG. LINE 93+5 91+0 43' / 8f7Q- 24' 5g68+3 $ 9+2 -7/ +4 (7' R DRIVEWAY l . ^- (' . / 73+0 / 1 SEE INSET "A" CRS J TE.. -pG-2 AL ` ` G - - / FILTER CLOTH BEDDING / o N M. — IK S PLAN 51( nR _ l 90 0 - o _ 5 , 4 5 I ` GEN AL Pr ` t ° + i / / .CLASS / RIP RAP \ i 89+8 _ a 123• I f>r 3' PLANT 11 ` a / '• � � r �0 • -- — _ O --'^ � :4 � 1 • � E.P. .` �- _ f I ASPHALT _ 1 HIGH POINT I ; p _`� I 2 SPA / / . / _ 89+ � o S . / 'n TYPICAL DITCH z \ 0+0 � LE � 89+9 � / CONTINUOUS` , � � ' , r--- � � � 18 � /. b / SECTION o 894I / 89+ e 1 / LEVEL GRADE , ' , — % /�LY FXCEPT/ON TO BUFFER LINE — --- C c� ' N /F FRANK A. KESSLER. T.M. 93, PCL 59 D.B, 1074, P. 200 NOTE.• ABOVE GROUND FUEL STATION TO INCLUDE . - 2- 280 GAL. FUEL STORAGE TANKS (ABOVE GROUND) 0 GASOLINE, / DIESEL) AND PUMPING ASSEMBLIES. ALL TO BE INSTALLED I.A.W, APPLlCABLEN.F.P.A. REGULATIONS. GENERAL NOTES: 1. Steven L. Key,, Inc. has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's re sponsibility. The contractor shall notify all utility companies as well as "Miss Utility" 72 hours prior to construction. 2. Any unusual subsurface conditions shall be reported immediately to the designer. 3. The contractor shall obtain all permits required for this work and pay all associated fees. t 4. The contractor shall employ erosion control devices and methods as required to meet the intent of the County of Albemarle Erosion Control ordinance. 5. Contractor to clean up and restore disturbed areas immediately upon completion of final grading in the affected area. 6. All grading and improvements to be confined to the project area unless otherwise indicated. Owner shall obtain any offsite easements required. 7. All fill material shall be compacted to 95% of theoretical maximum density as determined by A.A.S.H.O. T-99 Method A, within plus or minus 2 percentage r w dt,l -fill section. i t • optimum moisture for the full 1 of onsof P P 8. All site grading and restoration shall be in accordance with these plans unless modified by the project engineer due to situations encountered in the field. 9. All dimensions, elevations and locations shall be verified in the field bthe r work. c nt a t r iron to be 'mm� the o r c o P b'� b 10. Steven L. Key, Inc. has conducted no studies designed to dis-" r th�presAence any hazardous substances on this property and a; • es no responsibility or liability resulting from the presence on ugh substance. 11. This site does not lie within - • my water supply watershed as designated by the County of Albp— e- 12. This sit not lie within an area designated as Zone "A" (100 yr. flood plain) letown on Federal Flood Insurance Rate I ps-dated 16 DEC 1980; Comm. 5R �89 X,0UBL SEA _ - o� \I/F FRANK A, KESSLER 7/- / • - o go' UOUS N ,i / GG_1 't g•� I rry , L / , 3`SPA�E'S j 4` ,_ / N T.M. 93, PCL 59 t/ �CONTIN GRADE — D.B. 1074, P. 200 18' 18, — —' ► yVALK LEVEL- i? ',PROP. FIRE S-T�(`TION BLDG. t I - D I A !NG & p0 B_E SEA - 9+9 5 SIDE -- — — Z o' STEPS A5 NEEDS , GENERAIL P PRIM &J \- / i '_� / a2+o R�SER RN gROLINp t / FF= 390.0 t (23, 00/ S.F TO J _�` ► r ,- , Cr �OR T O SPAC 5 / SAX HGT- 35'J �� ��8' E D / �L / 1 ` - OZ 1 ' �,' — — 89 8 / 8 ±7 5'EP P� NG - 1 5• PLAN _ � 5TR Y E ICE SIDE, / / OWNER TO PROVIDE t� UE N ENGINE 8A SIU — _ _ 1 '1-- _ — _ PUBLIC/OFF \�� / / / / TP C j / MARKER RIBBON TO DELINEATE 1 5 I / / LIMIT ,OF CLEARING. O r89+8 f S F / PARKING SP CES T / ,4, 89+ 1 -[EVES- GR - , 89+9 ° ' " { ► — — .. ` 5 0 -� ' / / aE s rRiPE . T AAP DIME S/ON / 8 +5 4' 89+9 L� _ — — >— BOLLARD 3 v i / / /-- - CONTRACTOR TO - 2.5 R { ,- g 51pEWA t - . ' � " o�� STEEL LASPHALT i / / / / - — �� 4' 25 i� / i �98 LONG MINIMIZE EXTENT OF ,p 89+8 — / / / / / 35' AT CHEC / � — � �' CLEARING 8 GRUBBING 86+ G — — ABOVE foN 1v)(10, 87+5 - - " ASS/BLE SITE OF / W THIS AREA _TA -- —-� SOILS: / / A£frRALT _ CLASS�B�NON-CO�i19f/N/TY / UT1 qNE STATION ®�- / — - - -- _ — _WEn, TO BFAf7PROVED-WEATH,ER�D PHLLCITE� / BY Vo / i / TRAICAL COLA TIONS .-g 87+ _ _ �f 0 �` — — P_IBLE .- 60' Q C. / - H __ 5, ,C. ROOF D / / TI 93, PCj4.9 , i / H 0 = - PCrRTION) PROPOSED TREE L1Ni='AND .•--'— �— _ -� e i . `— � `` -' — — -" / / / ' I POSSIBLE LIMITS OF CLEAING ROgF-gRA AND �RADING Y,% POINT _ I / �35. 0WN€R D€ GhrJ — , _ — _ — _ _ \ rJ \`\\ \ APR CIMATE LIMIT`S OF CLEARING / / ./ 0 ��1(JFFER LINE \ \ — —' -� AND R DING FOR OVERHEAD \ \ \�TILI IE5\ (BY OTHERS) `50' OWNER DERGNATED BUFFER LINE `. .. , \ I � APPROX. LOCATION OF \ PRO)"OSED OVERHEAD UTIL/TYSERVICE (BY OTHERS) 579.78 \ \ ____ — _ ---__ 88.47 / \ �N210 48' 27"W (668,25 TOTAL) � o \\ TREE SITE DATA: OWNER: • VIED/UM SHADE DEVELOPER: �TYPICALJ \ , LEGAL REE: ZONING: BOUNDARY INFORMATION: C" WELL COMPACTED VDOT TOPOGRAPHIC SURVEY: NO.2/A DATUM: BENCHMARK: ERPOSE USE: PR/ME 8 DOUBLE SEAL PROOPOSED USE: BUILDINr n N IOUS SITE COVER: L P H' F SITE PROPOSED SITE COVERAGES: NEW BLDG. n ,SE B PACTED VDOT " WE PARKING/DRIVE 2/B OPEN SPACE I Tb-rA L 2" 5-5 ASPHALT PARKING: REQUIRED: ASSEMBLY HALL (6,848 S.F-),? 75 per MAX. NO. ON SHIFT= 35 : TOTAL 4" STD. CONCRETE SIDEPYALK PROVIDED: STANDARD HANDICAP TOTAL . Frank A. Kessler Fast Rivanna Volunteer Fire Department TM 93, PA RC.: 59 DB 10741, P. _00-203 DB 368, P. 481 - DB -3_,I,I1 PhD- Rr.nn vj a District S.L. Key, Inc. ram, NDER REVIEW) s , Gale S; Assoc. (Aerial) To be provided. Unimproved Fire Station I story metal, max ht. = 35' 90,625 s.f. _3,001 Sc 8.8 % 65,700 SF. 25.1 `7 173.659 SE 66.1 `k 261,360 SE 100 1� 92 SPACES -�5 SPACES 127 SPACES 139 SPACES (9' X 18) -1 SPACES (13' X IS) 143 SPACES 3-70 r �J 'ouNl- o- r_acr.aAi;l N /F DANIEL J. BIEKER :T.M. 79 P,25A NOT \ IJ /F ROBERT D. 8 �Iev Sep '3 Q D.B. 886, P.404 CARULYN S. LIVENGOOD I Prior to cemniencernent of a struction within any existing Public right c: T.M. 79, PCL. 25B :Pay, Including cone to any existing road. a permit for said construc!io•' D shall be "' . ed from the Virginia Department of Transportation (hereafter ab D.B. 575, P.609 ' rated VDOT) A11 paving and drainage related materials and construction shall conform to cur- \ rent specifications and standards of VDOT unless othemise noted 3 erosion and siltation control measures shall be orovided in accodance ,,. the approved =rosion control plan and shall be installed prior to any clearing, grad ig or other constructicn. All slopes and disturbed areas are to be fe li ­cseeded am nt. I 'r cJ ,'•axirrium a 10.'/able fill or cut slope is 2 1 .. ire •easdnrDi/ ohta naole . s,,T slopes of < 1 or better are to be achieved 5 All drainage inlets shall have a 2" local depression c Paved o� r p rap ditch may be required when, in fine opinion of the Alnernarle 'County D rector of Engineering or h;s designee, it is deerned necessary it - — to stabilize a drainage channel. 7 All traff c ccntrol signs shall conform with tie Virginia Manual for Unilorrn - T•affic Coi ;I Devices. latest ed lion, a , r- _ Unless c _ ::is2 noted. all gong ee pip � � . e Gi-:. � II.. _ r fo �.�.. C C DIJe I e>ca� Dn, for underground pia in stai li or, n Ij st compi,,, wih OSH:�. 5,, „a r• "ne Cons* u . on lndu 1'2R 192.3:. ,'e rile ,,rlrerS i..; geV20perSl UnJ'�r5�:''.0 '.nit anprC 2 :il .nl� r.�r -' �V tn8'CC nr. ' r-�bernarle does nDi necessarily indicate Virginia Eecamnent of r ransp0 -iation (VUO i } approval of the plan Approval of the plan 'Dy the County does not m - r:ay relieve me of my resoonsibilty m obtaining final VDOT approval pm r to issuance of building permits and/or certificates of. occupancy. Developer Date APPROVALS Albemarle County Service Authority Department of Engineering Department of Planning & Community DevelopmS 1 LPN T� Department of Zoning —.I— SI. Fire Officer Va. Departme ' of f-Iealth Va. artment of Transportation NOTE: THIS PLAN IS INTENDED FOR EROSION CONTROL PURPOSES ONLY. ALL SITE CONSTRUCTION DATA SHALL BE TAKEN FROM THE SITE PLAN. THIS PLAN, OR SET OF I'LANS, IS TO FEE CONSIDERED: ❑ AS DRAFT, FOR PLANNING USE ONLY: ❑ AS PRELINTINARY, OR FOR Sl B.MITTAI_, NOT FOR CONSTRUCTION. ❑ FOR FINAL APPROVAL. ❑ APPROVED BUT NOT FOR CONSTRUCTION. ❑ APPROVED FOR CONSTRUCTION.____________ W O v o � j v W Qz W W 0 0 't- O (J) (D r- (D N �1 — X (r, to O m RI CIS o EL > a) 0_ Q U CV 0 oy N CV (ts Cj1 rn co >� _ cn X I` 0 O O s � n. U r O CI, ' Q � 44 ?, �J J 90-202-00 C F1Et D AND EEM�NT PRO?. EXCEPTION TO 26 BUFFER LINE ° C N /F FRANK A. KESSLER T.M. 93, PCL 59 D.B. 1074, P. 200 NOTE, ABOVE GROUND FUEL STATION TO INCLUDE 2- 280 GAL. FUEL STORAGE TANKS (ABOVE GROUND) 0 GASOLINE, I -DIESEL) AND PUMPING ASSEMBLIES. ALL TO BE INSTALLED I.A. W. APPLICABLE N.F.P.A. REGUL A TIONS. GENERAL NOTES: I. Steven L. Key, Inc. has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work T b the t actor's re autilities. A damn e shall e h con r so s to avoid damage to any Any b sponsibility. The contractor shall notify all utility companies as well as "Miss Utility" 72 hours prior to construction. 2. Any unusual subsurface conditions shall be reported immediately to the designer. 3. The contractor shall obtain all permits required for this work and pay all associated fees. and methods tss required to 4. The contractor shall employ erosion control devices� n n q meet the intent of the County of Albemarle Erosion Control ordinance. 5. Contractor to clean up and restore disturbed areas immediately upon completion of final grading in the affected area. . 6. All grading and improvements to be confined to the project area unless otherwise indicated. Owner shall obtain any offsite easements required. 7. All fill material shall be compacted to 95% of theoretical maximum density as determined by A.A.S.H.O. T-99 Method A, within plus or minus 2 percentage points of optimum moisture for the full width of fill section. 8. All site grading and restoration shall be in accordance with these plans unless modified by the project engineer due to situations encountered in the field. 9. All dimensions, elevations and locations shall be verified in the field by the contractor prior to beginning the work. 10. S.teven L. Key, Inc. has conducted no studies designed to d;- r the presence of any hazardous substances on this property and , - - es no responsibility or liability resulting from the presence on uch substance. 11. This site does not lie within r my water supply watershed as designated by the County of Albpr- e. 12. ThiS site A- not lie within an area designated as Zone "A" (100 yr. flood plain) own on Federal Flood Insurance Rate flaps dated 16 DEC 1980; Comm. (—ULVERT Cl 46'-18" CMP @ 2.33 % INV. IN= 385.82 INV. ®U"f= 384.75 N /F FRANK A. KESSLER T.M, 93, PCL 59 D.B. 1074, P. 200 39 Y a ,1400' T o TION INTERSE O r r CZ T. 25 \ \\ SITE DATA: l/lED/UM SNQ17� TREE OWNER: DEVELOPER: ER (TYPICAL) \ LEGAL REF.: ZONING: BOUNDARY INFORMATION: C WELL COMPACTED VDOT TOPOGRAPHIC SURVEY: NO 2IA DATUM: BENCHMARK: PRIME 8 DOUBLE SEAL ExISTI ' u S Oi >1 S vull. , PERVIOUS SITE COVER: PROPOSED SITE COVERAGES: 8" WF OMPACTED VDOT NEW NG/ PARKING/DR[V"E Q 2I8 OPEN? SPACE TOTAL 2" 5-5 ASPHALT PARKING: REQUIRED: ASSEMBLY HALL (6,8.18 S.F.) Ct, 75 per MAX. NO. ON SHIFT= 35 TOTAL 4" STD. CONCRETE SIDEWALK PROVIDED: 6 STANDARD HANDICAP TOTA L Fr ank A. Kessler East Rivanna Volunteer Fire Department TM 93, PARC.: 59 , - t(- ri , U B 10 • >, DB 368, P. -181 DB 32", P12 PRD- Rivanna Di S.L. Ke• ' LA UNDER REVIEW',) udabush, Gale & Assoc. (Aerial) U.S.G.S. To be provided. Unimproved Fire Station I story metal, max ht. = 35' 90,625 s.f. 23,001 SF. 8.8 V. 65,700 SF 2_ .1 io 172.659 SE '66.1 261,360 SF. 100 `I 92 SPACES -�5 SPACES 127 SPACES 1 -39 SPACES (9' X 18) -1 SPACES (I TX 18) 143 SPACES -ADZ C) O 3 A tp N210 48' 27"W (668.25 TOTAL) (_;OUNTY CF=J.-cEFAARLE t?cNERAL CONS T �')UC_710N NOTES Rev. Sep 18 !,39 1 Prior to cemrnencemP^' ny construction within any existing public right of :vay, includ,�� inection to any existing road, a permit for said construction sh t obtained from the Virginia Department of Transportaiion (hereafter ab- breviated VDOT) '.Jl oavrnc and drainage related materials and construction shall conform to cur- rent specifications and standards of VDOT unless otherwise noted -ros; r n;i s.'tatior control measures shall r,,e provided in accc<'=tnce' i ?�.,. _ros on control plan and shall ct_ .assailed prior to any cleannn. c,la, c c• cin_r construction. < -,islU,]Po and disturbed areas are to b iFulized seated and r it eci ' :x rnuJ - ? iC:Table fill or cut slope. is 2 ' 'Alhe"e '�_,asonably of 'ainablc . I, s..er oyes of or better are to be achieved. All drain2ce inlets shall have a 2" local depression 6 Paved or rip rap ditch may be required when, in the opinion of the Albemarle County Director of Engineering or his designee, it is deemed necessary in order to stabilize a drainage channel 7 AII traffic control signs shall conform with the Viiainia Manual for Uniform Traffic Cont'ol Devices, latest edition _. Unless cThe^:.ise noteC all concrete pipe shad Ce (:lass Ill rein'crced c_ �c e:e pipe All exca%ation'or, underground pipe installation must comply wr,h OSHfi. 5 2 '.d,'res fc., the r-o"s*ruc, on Ind sir, 12 C - 192b; e the cieveloperis• Unifier s:a"r f a3 apUr'_a of !Ns r a" ,:y tr'2 County Of bemarle Cces no: necessarily indicate VIrCIn a r ep mPnt Of T ranSCoiiailOn i"/DO i ) approval of ,he plan Approval of the plan by the Couniy does not in any way relieve m Of my responsibilty in obtaining final VDOT approval prior to issuance of building permit and/or certificates of occupancy. Developer Data 22 '� T �,1P BRA • � ... � .. � THREE CHOPT RO Q 7 t w - U SHADWELL ® N z to :r, w pRpJE i . SITE f I R' IVANNA "i 7 JJ '%•' RIVE ��• iiremieo nceicnihrcn i VICINITY MAP I "= 2000' N /F FRANK A. KESSLER T.M. 93, PCL 59 D.B. 1074, P. 200 -b60 CONTRACTOR TO MINIMIZE EXTENT OF CLEARING 8 GRUBBING IN THIS AREA 360 37 0 N /F DANIEL J. BIEKER P D.B..B. 886, P.404 \ N /F ROBERT D. 8 40 CAROLYN S. LIVENGOOD T.M. 79, PCL. 25B D.B. 575, P.609 THIS PLAN IS INTENDED FOR LANDSCAPING PURPOSES ONLY. ALL SITE CONSTRUCTION R CTION DATA APPROVALS Albemarle County Service Authority Department of Engineering Department of Planning g & Community Devel( Department of Zoning C� , Fire Officer Va. Departme Health Va. artment of Transportation SHALL BE TAKEN FROM THE SITE PLAN. ALL LANDSCAPE MATERIALS SHALL BE MAINTAINED AND REPLACED SHOULD THEY DIE. . f THIS PLAN, OR SET OF PLANS, IS TO ICE CONSIDERED: ❑ AS DRAFT, FOR PLANNING USE ONLY ❑ AS PRELIMINARY, OR FOR SUBMITTAL, NOT FOR CONSTRUCTION. ❑ FOR FINAL APPROVAL. ❑ APPROVED BUT NOT FOR CONSTRUCTION. ------------ ❑ APPROVED FOR CONSTRUCTION 90-202- 00