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HomeMy WebLinkAboutSDP201900007 Plan - Approved Minor Amendment 2019-07-01TOTAL PARCEL AREA: 5.091 AC. DISTURBED AREA: 0.94 ACRES CURRENT ZONING: PUD®COMMERCIAL (ZMA 96-21), SUP 1996-46, SUP2012-30, & SUP2018 (WHICH WAS AN AMENDMENT TO CONDITION #2 OF SUP 2012-30 TO INCREASE THE STUDENT ENROLLMENT FROM 210 STUDENTS TO 240 STUDENTS AND REPLACE THE EXISTING 4,700 SF CLASSROOM WING WITH A NEW CLASSROOM WING, SPORT COURT, PLAYGROUND, AND AMPHITHEATER) USE: EXISTING PRIVATE SCHOOL. PROPOSED ADDI T70N OF A 1 STORY CLASSROOM WING HEIGHT: PROPOSED HEIGHT:' NOT TO EXCEED 25' MAX. SETBACKS. • FRONT SETBACK. EXISTING 3O' SETBACK FROM STONEY RIDGE ROAD PARKING SETBACK. EX. 10' PARKING SETBACK FROM STONEY RIDGE ROAD SIDE SETBACK: 20' SIDE BUILDING SETBACK U77LI TIES. EXISTING FACILITY IS CURRENTLY SERVED BY PUBLIC WATER AND PUBLIC SEWER SURVEY BOUNDARY SURVEY PROVIDED BY LINCOLN SURVEYING IN AUGUST 2012. TOPOGRAPHY WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN JANUAR Y, 2019. AREA: THE SITE CURRENTLY HAS AN EXISTING ACCESS ENTRANCE FROM STONEY RIDGE ROAD THAT SERVES AS THE ACCESS TO THE SITE. OPEN SPACE: 1.92 ACRES OF THE 5.09 ACRE PARCEL IS CURRENTLY DEEDED OPEN SPACE 1N DEED BOOK 1342, PG. 238 & 239, AND DEED BOOK 1102, PG. 722. THE DEEDED OPEN SPACE ON THE PARCEL IS CURRENTLY 387..i OF THE PARCELS TOTAL AREA. PARKING: THERE ARE CURRENTLY 62 EXISTING PARKING SPACES ON THE PARCEL WITH ADD177ONAL LOADING SPACES USED FOR DROP—OFF/PICK—UP AND SPECIAL EVENTS THE TOTAL PARKING FOR THE PEABODY SCHOOL IS AS FOLLOWED: PROPOSED STUDENTS: 240 STUDENTS (170 +/— FAMILIES) PROPOSED 7EACHERS/STAFF.• 42 FULL TIME & 5 PART TIME STAFF GUEST PARKING. 1 SPACE PER 15 STUDENTS = 16 PARKING SPACES STAFF PARKING: 1 SPACE PER STAFF MEMBER 46 PARKING SPACES SPECIAL EVENTS: OFFS1 TE PARKING (ADJACENT PARCELS & BUSINESSES) TOTAL PARKING REQUIRED: 62 SPACES TOAL PARKING PROVIDED: 62 SPACES TRAFFIC GENERATION (TRIPS PER DAY): TIA ANALYSIS WAS PART OF THE SP2018-00004 WATERSHED: MOORE'S CREEK WATERSHED, THIS SITE IS NOT LOCATED WITHIN A PUBLIC WA TER SUPPL Y RESERWOR AREA. CRI77CAL SLOPES. • NO CRI77CAL SLOPES EXIST W177-I1N THE PROPOSED LIMITS OF DISTURBANCE. EXISTING CRITICAL SLOPES DO EXIST WI THIN THE DEDICATED OPEN SPACE AREA AND WILL REMAIN UNDISTURBED. FLOODPLAIN: FEMA MAP NO: 51003CO288D, DATE. 21412005 THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. LIGHTING: NO LIGH77NG IS PROPOSED AT THIS 77ME FOR THE PARKING LOT EXPANSION. THERE WILL BE EXTERIOR LIGHTING PROVIDED ON THE PROPOSED BUILDING EXPANSION WHICH WILL MEET THE ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. THESE LIGHT FIXTURES SHALL NOT EMIT MORE THAN 3,000 LUMENS: STORMWATER MANAGEMENT- THIS PROJECT QUALIFIES UNDER THE DEQ VIRGINIA STORMWATER MANAGEMENT PROGRAM REGULATIONS OF SEC77ON 9VAC25 870-4Z THERE ARE EXISTING SWM FEATURES IN PLACE FOR THE PORTIONS OF THE SITE CONSTRUCTED PRIOR TO 2014, AND THESE FACILITIES SHALL REMAIN AC77VE FOR THE DEVELOPMENT. THE ADDITION IMPERVIOUS AREA FROM THIS SITE PLAN SHALL BE TREATED IN ACCORDANCE TO THIS REGULATION, AND THE PROPOSED STORMWATER MANAGEMENT IMPROVEMENTS THAT ARE SHOWN ON THE STORMWATER MANAGEMENT PLAN, THE PROPOSED STORMWATER MANAGEMENT PLAN FOR THIS PROJECT ACCOUNTS FOR THE ADDED IMPERVIOUS AREA WITH THE PROPOSED CLASSROOM ADDITION AND INCLUDES THE REMOVAL OF THE IMPERVIOUS AREA IN THE CALCULATIONS FOR THE EXISTING CLASSROOM THAT WILL BE DEMOLISHED, THE EXIS77NG OFFSITE STORMWATER MANAGEMENT BASIN WAS DESIGNED TO DETAIN THE RUN—OFF FROM THE ALREADY CONSTRUCTED PEABODY SCHOOL AND THE ADJACENT PROPERTIES WITHIN THE INDUSTRIAL BUSINESS PARK AREA. THE PROPOSED SPORT COURT IMPERVIOUS AREA HAS ALREADY BEEN ACCOUNTED FOR IN THE BIOFILTER THAT WAS INSTALLED UNDER SDP2013-0006. THE PROPOSED INCREASE IN IMPERVIOUS AREA FOR THE CLASSROOM ADDITION AND PROPOSED SIDEWALKS WILL BE TREA TED AND OFFSET BY A PROPOSED UNDERGROUND DETENTION SYSTEM AND THE ESTABLISHMENT OF A FOREST AND OPEN SPACE BUFFER OVER THE 1.92 ACRES OF OPEN SPACE THE TOTAL INCREASE OF PHOSPHOROUS REMOVAL RATE BASED ON THE AMENDMENT'S REDEVELOPMENT'S LIMITS OF DISTURBANCE IS 0.26 LBS/YR. THE PROPOSED AMENDMENT MEETS THE WATER QUALITY COMPLIANCE WITH 0.75 ACRES OF PRESERVED OPEN SPACE OUTSIDE OF THE LIMITS OF DISTURBANCE. THE PRESERVATION OF 0.75 ACRES GENERATES A 0.30 LBS/YR PHOSPHOROUS CREDIT FOR THIS S17E SEE THE STORMWATER MANAGEMENT PLAN FOR ADDITIONAL NOTES, DETAILS, AND DESIGN INFORMATION ON THE PROPOSED STORMWATER MANAGEMENT DESIGN FOR THE INCREASE IN IMPERVIOUS AREA WITH THIS PROJECT. TRASH COLLECTION: THERE IS AN EXISTING DUMPSTER LOCATED ONS17E AND SHOWN ON THE S17E PLAN PHASING: NO PHASING IS PROPOSED IMPERVIOUS AREAS ASSOCIATED WITH THIS AMENDMENT'S CONSTRUCTTON/UMITS OF DISTURBANCE. SEE EXISTING (PRE —REDEVELOPMENT) AND PROPOSED (POST —REDEVELOPMENT) IMPERVIOUS AREA CHARTS ON THIS SHEET. CT 1 1 1 l 1 1 TMP 76M(tj-15 5.090 Ap. ZONE: PUD(ZMII 95-19) � THE PEABODY SCHOOL • „D.B. 1599 P. R5B . . D.B. 1342 P. 38 PLAT TMP 76M(1}-3—OA 'I I FOXCROFT OWNERS I ASSOCIATION, INC. f O.D. 34>13 P. 572 l:; i 1 . 111 •II I I I I I 1,1 �{4 l.y.l I I I I I f 1 TMP 76M(1)-2—qA FOXCROFT OWNERS ASSOCIATION, INC. {I I D.B. 3483 P. 572 D.B. 1857 P. 135 D.B. 1662 P. 352 PLAT, �. I?! I I i!! FOXCROFTSUBDIVISION SIGN I I I I SPACE jf1 . I I I? jI I I EXISTING 10' UNDISTURBED BUFFER D.B. 4-401 P. 568 .' , I r EXISTING BUILDING EXISTING IMPERVIOUS AREA (Approved Site Plan SDP2013-0006) ft2 Acres Existing Building & Gym 24,807 0.57 Existing Classroom to be Removed 4,350 0.10 Existing Parking Lot 18,465 0.42 Pervious Parking Lot Area 13,752 0.32 Sidewalks 4,312 0.10 Future Sport Court 4,950 0,11 Total 70,636 1.62 PROPOSED IMPERVIOUS AREA (SDP2019-007 Minor Site plan) ft2 Acres Existing Building & Gym 24,807 0.57 Existing Classroom to be Removed 4,350 0.10 Existing Parking Lot 18,465 0.42 Pervious Parking Lot Area 13,752 0.32 Sidewalks 4,315 0.10 Proposed Classroom (minus ex. Classroom) 2,700 0.06 Sport Court 4,060 0.09 Additional sidewalks & Conc.Gym Courtyard 2,275 0.050 Total 74,724 1.71 Total Increase of impervious Area: 0.09 Acres or 4,388 SF T.M. 76M(1) — 16 ACREAGE: 7.63 AC. STONEY RIDGE ROAD LLC D.B. 2459, PG. 580 ZONED: PUD — U V` P FKF'Fj5 �i5 '. PROP •& D r I SL11�D N EXPA SIN # I EXISTING f 1 ' TRANS 1 Q 4"1 1 11 111I *I 1 4 1 0 EXISTING- —� -- SOUTHERN PARKWAY SHEET LAYOU-1 I ATE I 1 0.8. 1102-722 TRANS. PAD kte z o f` T.M. 76M(1) — 14- EXISTING ' ACREAGE: 2.08 AC. PAF{VCING }� PEfCHEL, ROBERT OR KATIE W D.B. 1525, PG. 259 C)2 ZONED: PUD �,{. ca - / EXIS77NG CULVERT CUL VERT A DROP INLET & STRUCTURE NO. CURB CURB & GUTTER _ PROPOSED PAVEMENT EC-3A DI TCH 5. DEPTH OF EC-3A DITCH EC-2 DI TCH 6" DEPTH OF EC-2 DITCH t T.11 EARTH DITCH DRIVE WA Y CUL VERT BENCH MARK ® CLEARING LIM1 TS �- VDOT STANDARD STOP SIGN - - - - - - - - 200 - - - - - - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP/BACK OF CURB T/B DENOTES TOP OF BOX is VICIN"ITY MA011i'l I i' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE LAYOUT 4 UTILITIES, GRADING AND DRAINAGE PLAN 5 TYPICAL NOTES & DETAILS 5 TOTAL SHEETS WHEREAS, Peabody School submitted an application for a special use permit to expand the enrollment of the school and to construct an addition to the school located on Tax Map Parcel Number 076M1-00-00-01500 that was previously approved (SP 2012-30), and the application is identified as SP201800004 Peabody School ("SP 2018-04); and WHEREAS, on September 25, 2018, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2018-04 with revised conditions, and staff subsequently made non -substantive changes to Condition #4 to clarify the condition for future interpretation; and WHEREAS, subsequent to the September 25, 2018 Planning Commission meeting, the Applicant submitted a request that the Board consider a full access entrance to the site along Southern Parkway; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2018-04. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2018-04 and all of its attachments, the information presented at the public hearing, any written comments received, and the factors relevant to a special use permit in Albemarle County Code §§ 18-20A.2, 18-23.2.2(6), and 18-33,40, the Albemarle County Board of Supervisors hereby approves SP 2018-05, subject to the conditions attached hereto. SP"-2418-04 Peabody School Special Use Permit Conditions 1. Development of the use shall be in general accord with the conceptual plan titled "Peabody School Application Plan for Special Use Permit," prepared by Collins Engineering, with the latest revision date of July 16, 2018, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, development shall reflect the following major elements within the development essential to the design of the development: +� Location of parking areas and turn arounds • Open Space Landscape Buffer General location of Classroom Expansion General location of Amphitheater General location of Sport Court Recreational Area Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. The maximum enrollment shall not exceed 240 children. 3. Notwithstanding the Application Plan dated July 16, 2018, all direct vehicular access from and to the site shall be limited to Stoney Ridge Road. 4. A sidewalk or equivalent pathway built to County or VDOT specifications, as determined by the director of Community Development, shall be constructed along Southern Parkway within one year of the completion of sidewalk(s) on adjacent parcel(s). APPROVALS DATE DEPARTMENT OF COMMtWITY DEVELOPMENT , PLANNER/ZONING f l ENGINEER , INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARM ENT OF TRANSPORTATION HEALTH DEPARTMENT Tx O� SCOTT R. COLLINStZ Lic. No. 035791,E 0"' _J =G i X { d'� U C d La M �to _J Q L ; do w �" ? LLI 0" 1 Lu r W { d� { L LU { { E w i 0 1 UU IL I 1 L!1 I � U) 1 i LtJ . Q rL 1 rL I � 0, +-1 "1' N � ctil � d�1 ® Q CD CD I I i i I � 11 \A -\�." \ \ I I 1 1 1 1 !, � � - �� 4 1 \ \ x I I \ \ � i -15 1 � - . ,II t \ I \ I" 11-1 \ \ i i I I 11 f I I 1� 11 � . \ I I--- \ I H � , , , ,� I , \ \ , - ,­_,� ) \ �k ___; 0 � � 11 ll�, _,, __�,_ \ \ � I I � � � .1111, I I . .11, J . \"I \ \ �, ­_ __ ­', \ \ 1� I I It _ 1� - --,I � I I " .� 'I, I __�Ll I - i � I I 1, _ - I 1, I / � , li� I. I ".,I ,� " I 1. �� \1 ----,� __-, ­`­_ ___� \ \ , - I i � % I" I I/ I ` � � _1�1", 1-1-- ­ .�'lll \ \ \ I I , , SCOTT R. COLLINS t4 I � -� 1'. . � � " I I, I - - � ", ,�� ,_l., " — \ \ \ .. . 0 �" / I il I -% � �,. I � �l � I ,1'1,� " � . - __.- 1- ___, �,� ,", I �_ U Lic. No. 0357914I � I I, I � A� � I, , - � "� - I- _�_ ,-,,, \ \ I - T.M. 76M(l) - 13 I, I -1 I " ,� , " . .. �'. I, , /, , "� -I-"-- ­� . ,�� � 1 "­l, � I 11 I , 'I " " � I - " I , I -1 l.",, , 1.�� \ \ I \ I ACREAGE: 2.00 AC. 116 - JL-1 ,'C�- ____ 11 I 1 .. 11 11 , ­z --- __"�_ " "I" ," I", , \ , \ I 1, [I �, A; , , __ � I . �;;Z�_,,_,z�� - - '�! .- -­_,_­_r_ - - " � , "I '.'�, , '. 11 _. . " I - -I TMP 76M(l)-3-OA ! \ - - , , , 'L. , -._z_,_.__,,- - -, , ", \ \ 66' � I-, TIES LL U-11 11 / I �, 18 CmP ��'-��- _-,�7- _.____,� " , � \ \ am _., I �l 1, � 1_� � I j,, _t _�Ryp�r_) I I -, - �", \1 \1 BLDG-ROAD � I I \ li, " 'il I � ir! I I" I , - , � I , � 8'i ,,,, H -, � 11 I I "', '-- .1', I ". , D.B. 2929, PG. 125 1011VAL I , -- - 11 w �l .1 � I � I I � - � � 11 � I EX. BLDG i I , , e � . I , 1, \ \ \ EX. 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I 11 1'\ I I � , �:,!::6 / / :3 c� ­_ ­­ _K \ 24'E/P-E/P / \ "" I n,� 6 0 __ �_ __ - ___­ :;: � f (90') . \ ,L__j i - ,�� I < XT_ -___', �'l ,---,- -.1 I - _�__' __­ 1_��i � � ( \ \ / / I < Lu Q) 0 .......", � - ­11--, _,_­ _­__ I � (90'PUBLIC RlW) I PUBLIC R/W \ \ _\ , I u 0 C) :3 .ol __ ... �\ \ J, "I, _c � ��_ I \ I ,_ , I / / a- (f) � - , ,;�-­���� , \ \1 �' �\�� ___4z� 11 1--­,", ,,.� -, ,--.., ,��\ I I`, \\��_,__ �_ I ��� 03 .op �, .�,,,, I __ - �\\ \\)� �\ \ __�� � sl�_Y���F___ � - ,,,,,, I __ - , - " / (L) 0 " , " ,' �__ __ `:� \ , , 1:!,� 1_�� TMP 09000-00-00-000 ,� __ - \ , "I � m m 0 Lu L_ '1__111' �,� �'l , _'_�l ., ,-- �� \ � - __ ­­ - , / 0, -p- �."�,_� // ( 0 _j a 0 .-e .... .. I l-, � V. ,,, `­ ACREAGE: 7,01 AC. __ ACREAGE: 1.97 AC. I- / ___� (:� I U) � ..e _11-, I ,� �__ ---- ----- � ! N � . - - - _)() __�' � c: -0 _". 11 ,,,� -_ "­ 1, I\" I ­­__ ­__. -MILL-CREEK-PUD-HOME OWNERS VILLAGE- HOMES] I AT_,MILL CREEK OWNER ASSOCIATION INC. ) / 1�___ "I / . b I-- W (D ,, I _" , - \ - - ... .. ..... / ,; I ,_,� � Lu �_ ,". I "-,-. � D.B. 1267, PG. 089 -_ - -'-- -­­ - -1- D.B. 2989, PG. 646 ------ ----- __-, 11 / 'I- - � r-1 Lu E .11 ,11� _-, I ­­__ - ­­ ­_ ­_ ­­ ... � I " - NOTES: I 0 Lu :3 E I _�, ,,�_ __l ­', I-' ­­ -- ­___ / / I � ce = 0 - ,,_ 'I', ZONED: PUD ­­_ ZONED: P_UD -.-.-,., ", I 0 " __ , ", 0. U) -0 � 11 __ ­1 ,� I "I" I ­­­ _ -_ ,­­ _-­­ -.1--­1 -.1-1-1- I-- ---- , .1--l-l- 111-1-1 ­­__ 1--l-I ­­­ ­­­. -1-1--_ ­­­­ ­­__ --l-I ­-1- I / �- / 1 . BOUNDARY SURVEY PROVIDED BY LICENSED LAND SURVEYOR THOMAS LINCOLN _1 I .. , __1 �,,� 11 I I .--.- __­ I—- 1. ­­­ .l­_­__. ".--.,. / I � -0 0 ­,­- ""I ,`, 11 _11.1- ___ .I-.-- ____ ­___ ­­--l- __ _­_ ­­_'ll I I / IN AUGUST 2012. TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE & ASSOCIATES '� JOB NO. 0 c --I-- I'll, � JANUARY, 2019. D -1 - ___­ I , � ....... - - - -1-- i / / BLDG _� _­­ � . _____ ­_­ ___ � -1-1 - ---- --- I ---- I __ ---- - -1, / (J -0 1, ), I - ---- - - I- ­_..., ,,----- 1-1.1 --.,--. I-, __­____ ­­­ _ _-_ k/l I -\ / / 1 .12. THE LIMITS OF THIS PROJECT DO NOT CONTAIN ANY 100 YEAR FLOODIPLAIN I/P.) li 122078 0 - I \ ___ ___._ -1- - __ \ �_ T / / / i g) 6 " , "Ill - - - I - -OOOAO I / Q) > �1'1 s -,,,,-- - , " CO-03-00 � ELEVATIONS. SOURCE: FEMA MAP #51003CO288D DATED 02/04/2005. 1 .F 11" __­1 __ , - - - --- ­_ 1­1­1 - --- --- __ __.- \ / / . / I . SCALE Q n ,1� I - _­­_ ACREAGE: 1.97 A - ` � ' / / 3. THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. -0 :� _­ - ...... I ­ \ \ _F I � I ------- - i / I I I I c: .) ,-.--,- VILLAGE HdMES 11 AT MILL CREEK OWNE�R ASSOCIATION INC� � � 4. THERE ARE NO WPO STREAM BUFFERS LOCATED WITHIN THE PROJECT LIMITS 1 "=30' C;.c 1__�l 1'� \ I / I \t \ 11 __­_ 9, pGk �46 , A -110, \ t I _� A I- A - tS L U L, X x (n - -1111' I _.­ D.B. 298 .� � / / I , TYP. ________2 Q) --,- > , I _ _,� _ ZONED: PUD 1, I I/ 1� SHEET NO , Q_ Q) ", ____ k I/ I / - / 11 0 "I.." I �� - � \� " / - I ( �l 2 (D �u) - �, I \ a) 0 �, --',- — - ,/ / I \ = = I I F__ 3: C /�I J I I I V V I LJ �m ^y y -s a t , .� •; r 's '� I ! v ~' tom_ ` ��+'---� -.- - - - --L7 UNDISTURBED BUFFER ; - __ _ _ . D. B. 4481 P. 568 �/ — -- i -- - 1--- ---- 1- -- �l -- W — — �,,/ _— f pw_EXI_STING PAR-KIN_G _DROP__-OFE_AREA 4s E,' EXISTING 20' BUILDIN ,, j 10' MIN. BLDG- SETBACK AND LIMITS — OF UNDISTURBED BUFFER- r- EXISTING LANDSCAPED BUFFER ALONG SOUTHERN PARKWAY EXISTING LANDSCAPED ALONGBUFFER PARKWAY • CONTRACTOR1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. IS RESPONSIBLE FOR NOTIFYINGANY DISCREPANCIES BETWEEN THE EXISTING ROADS CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. ACSA WATERLINE EASEME� D.B. 3373, PG. 221, 225 PLAT y r A 31 l< x 2 9.92' N54° '52"W EX. GAS\D, IE EASEMEN R `21,� D 1120 P. LAT NL T-R ELINE EX. 15' VEPCO ESMT 10' PARKING SETBACK D.B. 1332 P. 534 EXISTING 15' VEPCO EASEMENT EXISTING 15' GASLINE EASEMENT D.B,1332 PG. 534 D.B.1120 PG. 214, 217 PLAT EXISTING PAVEMENT SOIUTHERN PARKWAY (RT 1165) (90') PUBLIC RW GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. R= 35.00' A=54.95' - T=34.97' C=49.48' CB=S80'35'42"W DELTA= 89'57'02" 80 H 0�� Ca SCOTT R. COLLINSZ �-i Lie. No. 035791 � ti bill jl y ,"�SlrONAL � I z I w I 0 J � I � d Q) I Lu � I i n CL I 0 Q ; noLu � � I a w ; uJ H ; w Lu g ,q N 4 i rn 0 0 C) 0 UNDERDRAIN DRAINAGE DESCRIPTIONS STIR. NO. PIPE INFORMATION O INLET INFORMATION O ON COMMENTS DIA. in. LENGTH* ft. SLOPE /o INVERT IN INVERT OUT MATERIAL INLET TYPE RIM* ELEVATION O N YD1 12" INLET 448.40 6 20.00 0.50% 447.50 447.40 HDPE YD2 12" INLET 448.40 6 20.00 0.50% 447.40 447.30 HDPE YD3 12" INLET 448.40 6 20.00 0.50% 447.30 447.20 HDPE YD4 12" INLET 448.40 6 28.00 0.54% 447.20 447.05 HDPE YD5 12" INLET 447.90 6 37,00 0.54% 447.05 446.85 HDPE YD7 12" INLET 447.90 6 20.00 0.50% 446.70 446.60 HDPE YD8 12" INLET 447.90 6 20.00 0,50% 446.60 446.50 HDPE YD9 12" INLET 447.90 6 20.00 0.50% 446.50 446.40 HDPE YD10 12" INLET 447.90 6 20.00 O 0.50% 446.40 446.30 HDPE YD11 12" INLET 447.90 6 23.00 0.65% 446.30 446.15 HDPE YD12 12" INLET 447.90 6 47.00 0.53% 446.15 445.90 HDPE } UNDERDRAIN DRAINAGE DESCRIPTIONS STR ��' PIPE INFORMATION INLET INFORMATION COMMENTS DIA. in. LENGTH* ft. SLOPE %) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM* ELEVATION A Cleanout 449.60 A-B 6 7.67 6.52% 447.75 447.25 HDPE B MHA 448.83 VDOT STD. ISA READ B-C 6 1.33 24.81 % 446.25 445.92 HDPE C Cleanout 447.90 C-D 6 115.00 2.04% 445.92 443.57 HDPE D Cleanout 453.68 D-OUT 6 43.50 8.21 °l0 443.57 440.00 HDPE B MH-1 448.83 VDOT STD. IS-1 REQ'D B-E 36 115.00 0.50°% 444.58 444.00 HDPE E MH-1 453.75 VDOT STD. IS-1 REC1D - ED 6 1 .33 24.81%a 443.90 443.57 HDPE " ., �� \� EXISTING 6 SANITARY .a, s w - ,a, , � _�_ - - - -. - EXISTING 1.5" WATER, METER, '��'�TI��. iV1�I��EG„ � .,� �. SEWER LATERAL. CONTRACTOR TO LOCATE � / �� �8= _ - -- - 1 - /-jai k0CATED I _EXISTING PUBLIC f '' LEXISTING LATERAL TO TIE-IN NEW SEWER SLQPES + t, ;, .. ,,y • W .u. ati , ,' .,, a -. " w ., r +, ;, ,._...., _ � R/W, T,0 REMAIN. THIS WATER , 0 \ SYSTEM TO LATERAL. CONTRACTOR TO - -:.�-- --w / , ik y r` ''METER WILL SERVICE THE / CAMERA EXISTING LATERAL AND REPLACE/FIX r \ r / f 05ED EXPANSION. ti / r - _Y 1 .. � ,,1. ,. :, • ,. ,� ,, ,'' �.; � �. ,„ _..--, '-' . „ _ __ PORTION OF THE LATERAL THAT NEEDS - - � r, , ANY POR , t' i Y r _ REPAIR. 09-V / +t"-..>: 1 PROPOSED 36" FiDPIm lJN®E:RGROUN9 S% / / ! ;' ,-.. /= 4, ✓ f EXISTING FIRE HYDRANT G v €j "' \` .. :,• ':,,: .-__._.. ,,.. 'S`, / ! . .Il /.r if ;,_....,tid is r�f(�4:'' : tl _ I STORAGE PIPE SYSTEM. STEM SEE_..w. � r STORMWATER MANAGEMENT PLAN FOR , ate_ t r. DESIGN INFORMATION -`_- , L y, _. TR INSTALL (2) 6 DRAINS, 1 CLEANOUT AND 'v. •s: r .v ,v w ,:: •- •:r w .k. . y. .t.. ,E' .,,..;, , ;-,- - ,," { � 4 HDPE PIPE FOR SURFACE RUN-OFF ON - THE •,.. ENT. N CONCRETE ... , - t .TE PATIO AREA X .-ny..�: `Y.i _ i' .e. ..�$ ;" "; • ., - � v. _ _ r ll; a. "-1_ 1 11_,. -�: 1 / ( a ,. / it .. ... .;, / .,. ,: w •r ., w TOP of INLETS �s CLEAN®UT=42.;35, _ _ t .:+ , . I .,... _v-. 9,( '4H.'li\I lr `7 t l / •\ J h 4 / / ,2 I ;.. :J+>• ,,: .,, ., ,,, n. ...s_. r a s a a....__ , y, ,, ._.-.. _._y. , -R._- a ,t, ,v ->:--- ' - _ ��'� a'S`t <I' _ zs�r 7r"-j,',/'., '-. t` G 1 . .i / _..._"-. „. .. .,. ,,. ,. > ,;. ... ... _._ . Imo, . [I ../r...�F#` 4Ig y.?L,r •+:1 _ / /sr �.. ..y.... ., ,:; ,v •3, w s ,N .3,. ,,. .y. ,y .;, .;. ,;. .. . .. .:. ,„, ,� -.. .y='J y. ,.- �• _ ! -- -%u _'i'.�s`/j f �� �. £Y �C'. t lFt - Jr f' .�tf � / I - z q 4Ft _ v . :, ,,, a ,, ,.., }, 1' ',,;, : ;. ;. .,_. , .y .. -• s r ..1• ,rr to � *�t� �''i f i >'I `- . '}'f -x- 1 I � " / f .. y ( 1 A % .s { -- --- `",TAR, WID TER`... / t r 1 .; .- •. ,, ,. - ---,- ��,r _ P r_.'-1(. I - AG r-M N T- �S M NT / - - - _ - �� ; c , , / �. 1 Z VPROPOSED ACCESS E.. - -7 -- - 1.1 t 'Y ,F , *.Y w .+ .. .rT �• - / if � � '4! ( -' ,.GATE TO BE INSTALLED �: �. �. }. _;�.....� � .� �.1 , :•.r^" „ r_ g WITHIN EXISTING CHAIN -LINK,,- 0% r -------- -'FENCE of '.48 v -- �- ,!.' / / 93 / R- I r� : EXISTINg--.. _._. - `- .._..- /__.. __ _- __ _-__- __ _- __.. ,:-. -- • .,- ... ,_ _ _.. " Y :.-' i*,. „ � a �.'h 4' � � f / 1 / 455.2a ASPHALT PAKIt� a. INSTALL NEW 6 HDPE DRAINAGE SYSTEM _.. / --SEE-,; WM SHEET /� Y lr t / /� AND TIE-IN ROOF DRAINS TO SYSTE �t, f % LOT/ r : t,ey .� f; ..� !` -;_-,_ - SEE STOFtMWATER MANAGEMENT PLAN _ _�_ r '_WIDE GF S ACCESS ROAD WITH -� Y . _ - 4 5. �72 / L. SLOPE BETWEEN 2/aAND 5/a._ _. '" -.r'� _ ,:. - 43.37 % �/ - _ 447.47 �`���`� �x `•" +:s__. f � i : 5 ,0e0_T �� I �f�' SCOTT R. COLLINSZ Lic. No. 035791 4�1 1 i 3 5 �MIVAL G� CO �6 O ! u p _j + I I cn r1 I rn > E z M i 0 i wuj , V w 1 /00Lu ce i S d I ! NV I t: I film �i'K11NMLtK AN VVA 1 tK �tmvILot _ I { I t AND OPEN SPACE EASEMENT __ __ .__ __.. _._ .- _. __.. ___ EXISTING FIRE, / I SHALL BE EXTENDED FROM THE EXISTING �# i v 1 I; 1 DB 05184, PG. 357 i DEPARTMENT I -- I I; t •. f i R I PEABODY SCHOOL INTO THE CLASSROOM __ _ .__ __ _ CONNECTION 1453.22 ! i 1 EXPANSION. NO NEW WATER SERVICE ! / - ! EXISTING 15 VEPCO EASEMENT , p.. , i I I D.B.3329 PG. 66,71 PLAT j EXISTING 'y CONNECTIONS OR FIRE LINE CONNECTIONS PEAD ODY SCHOOL / ! ! ` /' I , sl I v I ,` 1l " �Js-, ARE PROPOSED WITH THE EXPANSION. 20 ACSA UTILITY ESMT. / I I E MULTI -PURPOSE I I XISTING FIRE HYDRANT � j t URTYARD EXISTING 6 PVC t s . \ DB 05184 PG. 357-358 I�. _ra BUILDING , �- r f I"" - --'s - --- A # y_ SPRINKLER PRINKLER LINE .-A452.9!9EXISTING TRANSFORMERADDITION T® REMAINFiR POS{E® FFE=448.45 5 I CONCRETE M m` 3COURTYARD SIDEWALK $ a t EXISTING SIGcI���At F---TO REMAIN Lj f S (j 35°19 52 W j S. i. . ,.. -.. V.. , .} _ Via° } � Ali_ _ .�-.__._-_. �,1� _---_.,s(-_ _. 1,f •,fS-_ .1,f ___ I ,. _ y ° j -.i. I, ' � � \ , ".,: `•. CY: ', � _ - - 8 ° ` �- _- - - - - - -:, � _ _ ! ,,. qua J o° i I r �< Pa; _ {J y If VAR. WIDTH STORMWATER 4 �.` i, °. - --- l_..__ 1� i ` MANAGEMENT EASEMENT ,. DB 05184, PG. 357 ACSA WATERLINE E ASr=MENT p ;, I %� _a 1 D.B. 3373, PG. 221, 225 PLAT t P f r l i f } 11 t d, -- - - - - t ' EXISTING 10 y •, w; M � ,.. � y �`( �, F' ,.� ---•a `;`�• -_ - - - - -- - - ,-- - - -<- - - - - - - - - - J" / „ - I .` EXISTING 1" WAT METER, UNDISTURBED BUFFEREXISTING 1 COPPER ;SE ICE E_._-- _-- -- -L_-- , P\ __-- _ _ _-- -.- _ __ .� rd� �.-- _- - n"i ----- �1 -- /�h - f -, . LOCATED IN EXIST NG ESMT, TO D.B. 4481 P. 568 �, + f Y - _ _ ___ _. _- __.. 1� �(, f� EMAIN. THIS WAT R METER& ITS �J EXISTING- -• "� b ( t r 4 _ 4 FIRE LINE`"' - _ # __ ERVICED BUILD[ ARE NOT , t ( EXISTING PARKINS DROP OFE -AREA - _ _ -- -- -- - - - - - - , �-1;p�� �-- -�. ' RT OF THIS P� � � .y t � t wad v " „ XISTING $ x4 TEE, 8 G.V., & 4G.V. XISTING BLOW -OFF VALVE , ---u, v rf+ C=182,93' �. --r� ,� v 1 - ' CB=N61 °50'02"W ��-: ' " I j _ - 2 9.9 2 i EX. d GASL E EASEMEN DELTA= 14°48'11" ✓-- I '`���� � '% N54°3Q�52"W ,_. � R=35.00; ,� D 1120 P. 21 LAT `� A=54.95 .. 1/ E IS•Tl.UG _T-REELINE y T=34.97' j EXISTING 20 BUILDI 1 _ C=49.48' 0' MIN. BL®G. - .. - - - ! SETBACK AND LIMITS �` - -SETBACK (TYP.}� - - - - EX. 15 VEPCO ESMT 1O PARKING SETBACK I CB=S80°35'42"W 1' J� OF UNDISTURBED BUFFER- r- 1 I DELTA= 89'57'02" -` r EXISTING LANDSCAPED D.B. 1332 P. 534 I _ l 1 `0 `'f BUFFER ALONG SOUTHERN PARKWAY / - r- I ti EXISTING 15' VEPCO EASEMENT r EXISTING LANDSCAPED EXISTING 15' GASLINE EASEMENT D.E4.1332 PG. 534 / BUFFER ALONG SOUTHERN PARKWAY 0 / D.B.1120 PG. 214, 217 PLAT / r 1 0 ..� '". ; - •' _ - `-' / GRAPHIC /SCALE , MH SOUTHERN PARKWAY RT 1`111��'5) EXISTING PAVEMENT 9 O° P U B UIC R W f`r {' N FEET } / 1 imch = 20 ft, c" � 0 1-1 -i 1-1 1-1W e r ! 1 ri CRI f W Cl Q �1 [OI pl M 0 0 0 C X rl '3. A�a . I�fllml;y41�111 FI.;E;•�. A�. w ' F� *Z N m0 C7) v. V N W w O U W W W u) NNLLI L� fNn Q Lu 0 CDLl C F j F uw JOB NO. 122076 SCALE Y"=20' SHEET NO. 4 CG-12 MR, ,j ,GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTR UC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W1 TH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VE'GETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA T70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF TWO (2) FEET. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEl d T 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME77-IOD OF CORRECTION. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PA VEMENT LA YERS 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE SMUC77JRES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. CG-7 NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI F PRECAST. 3. COMINNATIDN CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL 00A9INATHGN CURD & CUTTER. #. FOR USE WITH STARLIZED OPEN -GRAB ppgqAHp�A6UE LAYER THE BOTTOM OF THE GX2B RUT} GUTTER ��I BE CONSTRUCTED PARALLEL TO TIME SLOPS OF SUBBASE 00URSES AND 7O THE DEPTH OF THE. PAVEMENT.. 5, ALLOWABLE CRITERIA FOR THE USE OFF CGr7 19 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPED AS SHOWN N APPENDIX A OF THE VOOT ROAD DESIGN NAt`IDAL IN. THE SECTION ON URBAN GS STANDARDS. H. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARBER CLR@,THE TRFMSITKUN 5 TO BE MADE WITHIN TO' fUR THE CtiilY'E N STOtIbNtOS CAN DE MADE AT REGIAAI I�EN 61. 7. WHEN COMMATIDN MOUNTABLE CURB AND CUTTER IS USED. TIE STANDARD ENTRANCE CUTTERS ".OR STANDARD CONNIECTION FOR STREET NTERSECTK%ts ARE TO HAVE THE I,6.MTABLE CURB OONFk3URATIOM-INCORPORATED. F n 1:Y A A 0 6 G a a a a THE OOTTW OF THE CURB AND TITS AREA MAY BE CONCRETE AT 7" 2,-W. OIIRER MAY � CONSTRUCTED PARl4_1,TO THE SLOPED OF THE OPTION OF THE CCWRACTOR SUBBASE COURSES PROVIDED A WL DEPTH OF 7".I3 MAINTAINED CATICIN ROAD AND BRbC�STAPtDARDS COMBINATION 4" CURB AND `GUTTER S 'H 9tEET 1 OF 7 REVEM DATE IO5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 - - NOTES, T. THIS ITEM MAN' BE PRECAST OR CAST IN PLACE. 2. CCNCfTE TO BE CLASS A3 IF CART V PLACE. 4000 PSI P FR.-CAST. 3. CCMBNAT:ON CURB 4 GUTTER YAVYiG A RADUS OF 309 FEET OR LE53 IALOWU FADE OF O'JR9! SHALL UE PAb 3DTi AS RADIAL COVENNATION CURB & CUTTER. 4, FOR CSC WtI'H VA01=0 OFEta QRAP0 DRNNA0E LAYER, TH= BOTTOM Of THE CURB & GUTTER SHA LL AP LETTHE SLOPE E1p S COUSESNDTOWDPO THE PAVCMENT. 5. ALLOWP LE CR4FERIA FUR THE '#SE OF C1s 6 IS UA..ED ON ROADWAY CLAS M,CATIOPN ND 6ESI6-4 SPEED AS 'SHOWN A ArPEWIX A OF L � �-2' It 7HE ROAD DESIGN MA 9,-AL IN VE' SEOTH;N AT§STH!ECPTK)N 6r THHECCO CONTRACTOR THE BOTTOM QF THE CURB AM CUTTCR MAY BE CONSTRUUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A Fm4ullM UFPTH OF 7° 15 f4NNTAkEO. REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BiYsOGE STANOAR05 IOg R£Y¢SiGN DST£ SHEET 1 OP t 502 "UIRU]!QA DERARTLtENT OF TRANSPORTATION 2DLOJ SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWNI) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LO'NEST PIPE CONNECTED TO THE }MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL DE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHAD- HAVE A MINIMUM COVER DIAMETER OF 4"_ 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. f MAIN LINE 2' MIN I I SALT -• TREATED FINISHED GROUND 2 X 4 MARKER P SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TOP 4» OF R=2» CURB x CONCRETE] q s7, TO BE A3� y ., IF CAST IN 9! . SURFACED PLACE, 18 \� 4 : �.a 4,000 PSI ,// d BASE IF PRECAS 1 ff ; *°p a AoOO�O. �! e °CSUBBA SE( j 00 00 a J OO o 0() (-)U n a,��O 4" Min OQ �060 ,0O `J�?c0� V D 0 T 57, #68 OR 78 STONE BASE 1' UNDER CURB. STANDARD CG- 2 NO SCALE INTERMEDIATE PAVEMENT SECTION (3" MIN.) - ALONG MAIN TRAVELWAY General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. All materials and construction must be tested and dociumented according to VDOT standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public right-of-way or within. easements prior to acceptance. All drainage outfatl easements are to be extended to a boundary line or a natural watercourse. 3. Guardrail locations are approximate. Exact length, location and appropriate end. treatments will be held verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT (for public roads) or the County Engineer (for private roads), or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 4. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or Q. 5. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. G. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be: strictly adhered to. 7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire] prior to signing and. recordation, then approval of these plans shall be null and void. 8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Na ning and Property Numbering Ordinance and Manual. 9. Traffic control or ether regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined. by VDOT for public roads. 11. VDOT standard CD-1 car CD-2 cross -drains are to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the read profiles. 12. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to V DOT or County inspections. The video inspection shall be conducted in accordance with VD0 's video camera inspection procedure. 'AVEMENT & PAVEMENT OVERLAY OVERLAY PAVEMENT REPAIR (2" COMPACT AGGREGATE AND/OR 4SPHALT PAVEMENT - EXISTING ASPHALT AND THICKNESSES (5" MIN) PA VEMEN T REPAIR DETAIL FOR PARKING LOTS NO SCALE 1" SM-9.5A SURFACE COURSE OVERLAY EXISTING 2" SURFACE COURSE (MILL 1" EXISTING BASE ANC SUBBASE PAVEMENT NOTE: 1. ALL PAVEMENT REPLACEMENT AREAS SHALL BE FIELD TESTED BY A GEO-TECHNICAL ENGINEER TO ENSURE THAT THE SUB -BASE SOILS HAVE BEEN COMPACTED AFTER THE UTILITY WORK AND CAN SUSTAIN THE PROPOSED LOADINGS WITHIN THE PARKING LOT AND DRIVE AISLES. 2. ALL PAVEMENT SECTIONS SHALL MATCH THE EXISTING PAVEMENT AND STONE BASE THAT IS BEING REPLACED WITH THE UTILITY WORK. GENERAL NOTES; 1, THE DETECTABLE WIARNING SHALL BE PROVIDED BY TRUNCATED DORIES. 2, DETECTABLE WARNING TO BE GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE GOVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OFMATERIALWITH THE TRUNCATED DDMES DETECTABLE VWARNINO MAY 6E USED WITH THE A PkOVAL OF THE ENGINEER. 3. SLOPING SIDLES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL 6E CLASS A-4•. 5. REQUIRED BARS ARE TO BE NO. 5 X: 8" PLACED I'CENTER TO CENTER ALONG BOTH SIDE COVER THEfRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 6. CURB / UAB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A.HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON FLANS OR AS DIRECTED BY THE ENGINEER, ANO SHOULD NOT BE LOCATED BEHIND VE#1ECLE STOP LINES. EXISTINC LIGHT POLES. FIRE HYDMTS, DROP 114LETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL AC+CESSEBLE ELEMENTS Or A FACILITY THAT CARE BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. $ RAMPS MAY 8E PLACED) ON RAt)IAL OI2 TPNGENTEAL SECT ON& PROMO THAT THE CURS OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2' MRN AT X , 2" I-IICHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. � AT )K) , SAME; AS TOP OF CURB 9. TYPIfi� ,, 00tiCRETE SfDE &K IS 4" 7'�R CK. +BEN THE ENTRANCE RADII CANNOT TYRE ACCOMI DDATE THE TUR G REQUIREMENNT . 4iF MTICIP ED HEAVY TRUCK TRAFFIC, REFER TO SF DARD CG-13, COM ERCIi ENTR CE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH- 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE WINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRiINCATED DOME C C er Df"TF 6 c5-� 0 0 0 O 0 d C; €3 €� a 0 0 0 O 0 0 0 0 0 0 0 fl V6'c') 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 0 O 0 0 0 0 0 0 0 ID O 0 0 0 0 0 0 0 0 0 0 0 0 0 50/. - 65/. OF BASE DIAMETER 0 0 0 0 C 0 0 0 0 0 0 0 0 0� - bd E o 0 o© o 000 000�000a O.T_ - 1ET VAPJASLE BASE DIAMETER PA LIMITS 1 TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 ®1 DETECTABLE NINESURFACE REV.7106 GENES NOTES105 502 203,D5 VIRGINIA DEPARTMENT OF TRANSPORTATION LIST 1: GENERAL CONIS TITICTICN ATOTEISI 1. PRIOR TO ANY C0NS7RUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 774E VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRA WV MA Y NO T A CCURA TEL Y REFLECT THE REQUIREMEN TS OF 774E PERMI T, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL 1, V IV[ f l. I C UGOVERN. SUBGRADE 2• ALL MA TERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN MILL & OVERLAY PAVEMENT DESIGN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. (N 0 SCALE) 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCH /1 /A o! A CAI C- IAlin -rL-j I '" CONC. GOOD) PSI AT 28 DA Y, OR S'TONGER) ED. 5. 7HE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN „ „ IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED 5 x6 W2.1 xW2,1 WELDED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. WIRE REI NFOR CE11 r1 EN T 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 774E VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. /� j�� 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH /,<//X OSHA STANDARDS FOR 774E CONSTRUCTION INDUSTRY (29 CFR PART 1926). �\ ' 10. SEE RWSA GENERAL WATER AND SANITARY SEWER N07ES ON SHEET S-2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACILITIES � 7" 21-A STONE BASE CONCRETE SIDEWALK ADJACENT TO MAINTENANCE ROAD NO SCALE I t� LIMITS OF FENCE To BE DETERMINED BY r, �� / ,r.,\� PROJECT ENGINEER SNOW FENCE --,-I I �Ili ,r 1j i BOARD FENCE CORD FENCE PLASTIC FENCE r CORRECT METHODS OF TREE FENCING 7-1 _ I IAd, ICI ki!,,I TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING TREE PROTECTION AND PRESERVATION FENCING 12 DETAIL N.T.S. (VARIABLE WIDTH) 4 " CONC. (JOOG PSI AT 28 DA Y, OR STON GER) d. a •'� a' •• ; Q A N\® 4 " 21-A STONE BASE CONCRETE SIDEWALK_ NO SCALE SURFACE L/A (TO BE DETEI 4" CONCRETE 4" STONE COMPACTED SUBGRADE PORT COURT DETAIL TH 0�� ��n WsCOTT R. COLLINS� U Lic. No. 035791,E I- F Z ® H LU t LU on L cy,un L Z O "-I LA Uj 0- L LU �I I-� LU ► U) S LU t 00 � t L on t e E cn Ili rn "" "Y'Uj ¢� a rt � ,-I Tom,rn Ti Li C=I C�QC)�