Loading...
HomeMy WebLinkAboutWPO200500048 Plan - Other (not approved) 2003-04-28EXIST. 30' ELECTRIC EASEMENT ll -----DVIU-® DOMESTIC WATER W PUBLIC WATER F FIRE PROTECTION G GAS �-..- PUBLIC SEWER S PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGINIA POWER TRANSFORMER ❑ SPRINT TELEPHONE PEDESTIAL STRUCTURE Ip STRUCTURE TYPE TOP ELEV INVERT Iw3 INVERT OUT PIPE EXIS T. Q� A-1 DI -7 STONE BLDG. 5779.10 579.00 24.30 LF 18" HDPE 0 1.60% A-2 4, EXIS T. 583.50 579.59 259 SLOPES, T YP. i .�•, 30.88 LF 18' HDPE !dl 2.88% A-3 w- 585.23 X80.58 580.48 39.66 LF 18" HDPE 0 2.70% A-4 DI -3B 585.66 .581.75 581.65 .+f�> ll -----DVIU-® DOMESTIC WATER W PUBLIC WATER F FIRE PROTECTION G GAS �-..- PUBLIC SEWER S PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGINIA POWER TRANSFORMER ❑ SPRINT TELEPHONE PEDESTIAL STRUCTURE Ip STRUCTURE TYPE TOP ELEV INVERT Iw3 INVERT OUT PIPE DESCRIPTION A-1 DI -7 581.35 5779.10 579.00 24.30 LF 18" HDPE 0 1.60% A-2 MH1 583.50 579.59 579.49 30.88 LF 18' HDPE !dl 2.88% A-3 DI -3B 585.23 X80.58 580.48 39.66 LF 18" HDPE 0 2.70% A-4 DI -3B 585.66 .581.75 581.65 104.90 LF 15" HDPE tib 7.22% A-5 DI -3B 596.32 -- 589.32 A-3 DI -313 585.23 580.58 580.48 53.06 LF 15" HDPE (d 7.29% B-1 DI -3B 588.45 584.55 584.45 74.64 LF 15" HDPE @ 8.13% B-2 DI -3B 594.62 -- 590.62 B-1 DI -3B 588.45 584.55 584.45 35.72 LF 15" HDPE fd 6.24% C-1 DI -3B 590.78 586.88 586.78 54.88 LF 15" HDPE fd 6.94% C-2 D1 -3A 594.69 -- 590,69 D-1 F.E.S. -- -- 598.00 100.00 LF 15" HDPE (a 8.00% D-2 DI -7 609.00 -- 606.00 DET. VAULT -- 601.20 594.00 27.43 LF 15" HDPE U 1.46% E-1 DI -2A 606.50 601.70 601.60 DET. VAULT -- 601.20 594.00 19.17 LF 15" HDPE 5 1.04% F-1 MH -1 608.00 601.50 601.40 27.30 LF 15" HDPE Fd 1.00% F-2 DI -2A 604.25 601.87 601.77 NOTE: ALL INLETS TO HAVE INLET SHAPING /► • JIM, A MO; ■ 20 40 Contour Interval -2' cKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street ChariottesviflCe, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatscever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Feld Sport Concepts, Ltd. F -V,,NLTH op ROBERT B. MCKEE� NO. 7783 ® 4� Revisions: 1.10/17/03 CO. CONRvIENTS 2.10/31/03 ACSA & CO./ SVM COMMENTS Scale: H:1" = 20' 11 Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE A-1 A-2 A-3 A4 A-6 �.w�,.�..>� �,, ��w�T. �.v�.�... ��._�ti.�__ _.M� �:» �._ �.�_, n��_ �_w��_.>���.�.��- I C) to ti < p p � co co ;n o 01) os� 'ted .z 10, o ; M ui trjcCi € co cv c0 co it m co; O O O N o ASCD i cu LT] �o ¢oQo=' i Q,Ot'y 1- 'Y f� J VJ s i co 6 i y 05 r E j F 600 60-0- ]�//\�] 0 0 , a PROPOSED GRADE, FINAL;: f " a. PROPOSED ` GRADE, PHASE 1 - 1 x 5959 50 i .T... 9 E 'IS TING GRADE--- s � OUTFALL FOR A-1 IS EXIST. i a CMP 1 . 0 8 i 1 5$5 . 9 �� q8 �M4N. � 5 $1J� 0 u r , 340 92 LF OF 18" } HDPE rd 2.61° s 24.30LF OF 18" x l S ? F HDPE fa =1.60% I 30 88LF ; OF 18" i { HDPE W2.88% #5 7 75 , y s � Y f ? 1 LO 3 s �r = 570 5 70o _ , , , H,fl,r y� r t7> O o0 1 Q tC) 3 i x j i oO o tn. i. r ; co oo t` ao . to � � M _ to � � ' to � j + t to '. 1..._ to � 131 �MU L t— «� j O Z ;0 z0 z=' 1- w O z= O f t— >' > ? > `�' > > iia Q �.! > 7 ' 3 ? > 1 z z z z z z' Z z z � 5s 555_ _�� i � f f I.. wvc.•..u.,v�..u.u.,..>.->x u+�..n_u n�r. v..,..,_<....w,�..vn._ 0+00 1+00 STORM SEWER D PROFILE e. EXISTING GRADE 16051---,--- E-1 1605 _ E-1 00 27.43 L"F OF 15" HDPE @ 1.46% 95 we Ws 0 • 75 A-3 B-1 B-2 ©cMv�CIOo vG° o �m c6 CO C> ao ? to 00 LO 0M= 0 0 M` t Q co q 1r—^ r F5 co_ { � f i t y 4 S 605 3 '606 I 3 f { 600 f sOVi t { Y 5 1 t � EXISTING GRADE 9 5 PROPOSED � GRADE t 5.= .. ..._.v ,,..., ...-,__5r ear .: _, v- ... ...c- _ .....,._.�..._. ..,.. _...-m.... ,... .,...._., $ _ a:.,........v.,. _ z f 4 } } 5 9 0 5 9 0 , z 5 8 5 9°'0 y { € 5$5` OF 7 t 4 S 3 X80 } 5$0 9 { 575 575' r< f 570-o 570 6 OD 001 4 co IQ co to 00 f to��',/t�� (30 co oo F p zz s p zz p �65Zzz z 565= 1 �/�..... ....a-. ,,:...v....w..... .r:w. -- u....u.w..v.-. ,..r.... J..c.<>_ ..x....... -i 0+00 1■+o {\/tl w STORM SEWER B PROFILE m'7 We riwol ft1L*j a v o oaf-- o + (-0U p D rZ jr s Q 01 to t- � 1•-- 1-- c0 1— c0 O? a[ 0 ® z 5 W 0z � PROPOSED RADE fl e. EXISTING GRADE 16051---,--- E-1 1605 _ E-1 00 27.43 L"F OF 15" HDPE @ 1.46% 95 we Ws 0 • 75 A-3 B-1 B-2 ©cMv�CIOo vG° o �m c6 CO C> ao ? to 00 LO 0M= 0 0 M` t Q co q 1r—^ r F5 co_ { � f i t y 4 S 605 3 '606 I 3 f { 600 f sOVi t { Y 5 1 t � EXISTING GRADE 9 5 PROPOSED � GRADE t 5.= .. ..._.v ,,..., ...-,__5r ear .: _, v- ... ...c- _ .....,._.�..._. ..,.. _...-m.... ,... .,...._., $ _ a:.,........v.,. _ z f 4 } } 5 9 0 5 9 0 , z 5 8 5 9°'0 y { € 5$5` OF 7 t 4 S 3 X80 } 5$0 9 { 575 575' r< f 570-o 570 6 OD 001 4 co IQ co to 00 f to��',/t�� (30 co oo F p zz s p zz p �65Zzz z 565= 1 �/�..... ....a-. ,,:...v....w..... .r:w. -- u....u.w..v.-. ,..r.... J..c.<>_ ..x....... -i 0+00 1■+o {\/tl w STORM SEWER B PROFILE m'7 We riwol ft1L*j a v o o C3� N O f- O to j 1•-- 1-- c0 1— c0 O? a[ ® of 0z r': to00 0z 570Zz (0 C) Z z 57( H � 0+00 STORM SEWER E PROFILE B-1 C-1 C-2 �S O to j ca{ O i O O? a[ ® of r': to00 10 =rr c0 (0 C) z H � O Qin 1 O P <O k 1_ ' � a Q co O., Q ~ O '� € 610 05 t i fid ,600 i 1 f 60 5 F t EXISTING gRADE 5953 f PROPOSED; GRADE i i 3 5 95 i } _ 9 V Y1opE 5 9 5$5 585 I 35 72LF OF 15" HDPE 1@ 6.24°/ x 4 580 ' S$C t 3 5, r � t7 F 57 v LOto s 4. e { co ,X) CO to CO (0 i _ ) i 1— => 0300 to LO 1— to ! i }— 0 zz O O f F 57M z� z z , z 157 ..f> .•3, 4 0 0 E S f I L b 5 505 .. n. 565 0+00 1+00 STORM SEWER C PROFILE —. 0+00 1+00 2+00 3+00 STORM SEWER F AND DETENTION FACILITY PROFILE A ,/ l r, McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 801 East High Street Charlottesville, VA 22 2 tte v171e 90 434-979-7522 www.mckeecarson.com McKesn Carson and Field Sport Can Lid. ce Pyr P reserves its common law copyright and other Property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Feld Sport Concepts, Ld t . /C��,p,LTH Op Ilj ROBERT B. MCKEE NO. 7783 1-16 4� Revisions: 1.10/17/03 CO. COMMEN'T'S 2.10/31/03 A.CSA & CO./ SWM COMMENTS 3.11/17/03 CO. COMMENTS 5.12/02/03 CO. COMMENTS Scale: H:1" = 20'; V:1" = 5' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: Sm Sheet No.: I �S s H � Revisions: 1.10/17/03 CO. COMMEN'T'S 2.10/31/03 A.CSA & CO./ SWM COMMENTS 3.11/17/03 CO. COMMENTS 5.12/02/03 CO. COMMENTS Scale: H:1" = 20'; V:1" = 5' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: Sm Sheet No.: I SAW CUT EXISTING PAVEMENT EDGE (31 a KW MATCH EXISTING SLOPE REMOVE EXISTING SHOULDER%`�' PAVEMENT AND REPLACE WITH 4' 4 FULL PAVEMENT THICKNESS, 12 4 NOTE: ALL PAVEMENT MARKINGS TO BE REFLECTORIZED, ALL PAVEMENT MARKINGS TO MEET LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD, LATEST EDITION. rA ROUTE 250 FRONTAGE IMPROVEMENT MATCH EXISTING ROUTE 250 PAVEMENT THICKNESS OR SEE DETAIL THIS SHEET WHICHEVER IS GREATER. 29 SECTION npcnit WITH I;RASS MUST BE LUCK STONE BIOFILTER MIX. DESIGN 1 Ut:WUN -Z PD -063 N.T.S. PRESTO GEOBLOCK GB -5150 ENGINEERED BASE GEOTEXTILE SEPARATOR MAY BE REQUIRED FOR SOME CONDITIONS SUBGRADE TOPSOIL WITH GRASS PRESTO GEOBLOCK GB -5150 ENGINEERED BASE GEOTEXTILIE SEPARATOR MAY BE REQUIRED FOR SOME CONDITIONS SUBGRADE TOPSOIL MITH GRASS PRESTO GEOBLOCK GB -5154 ENGINEERED BASE GEOTEXTILIE SEPARATOR MAY BE REQUIRED FOR. SOME CONDITIONS SUBGRADE TOPSOIL 'WJITH !BRASS PRESTO GEOBLCCK GB -5150 THIS SECTION IS INTENDED FOR THE MAIN ENTRANCE 1.5" SM -2A — SURFACE COURSE 3" BM -2A INTERMEDIATE COURSE 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING - SECTION A 29 SECTION DESIGN 1 HEAVY FIRE TRUCK ACCESS & H-20 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 145 kN (32 KIP) TANDEM AXLE LOADING - 220 kN (48 KIP) GROSS VEHICLE LOADING - 36.3 TONNE (80,000 ib) MAXIMUM TIRE PRESSURE - 620 kPa (90 psi) SUBGRADE CBR - 2 TO 4 DESIGN 2 HEAVY FIRE TRUCK ACCESS & H-20 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 145 kN (32 KIP) TANDEM AXLE LOADING - 220 kN (48 KIP) GROSS VEHICLE LOADING - 36.3 TONNE (80,000 ib) MAXIMUM TIRE PRESSURE - 620 kPa (90 psi) SUBGRADE CBR > 4 s LIGHT FIRE TRUCK ACCESS & H-15 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 110 kN (24 KIP) GROSS VEHICLE LOADING - 27.2 TONNE (60,000 Ib) MAXIMUM TIRE PRESSURE - 586 kPa 185 psi) SUBGRADE CBR - 2 TO 4 DESIGN 3 LIGHT FIRE TRUCK ACCESS & H-15 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 110 kN (24 KIP) GROSS VEHICLE LOADING - 27.2 TONNE (60,000 Ib) MAXIMUM TIRE PRESSURE - 586 kPa (85 psi) SUBGRADE CBR > 4 UTILITY & DELIVERY TRUCK ACCESS & H-10 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 75 kN (16 KIP) GROSS VEHICLE LOADING - 18.1 TONNE (40,000 lb) MAXIMUM TIRE PRESSURE - 414 kPa (60 psi) SUBGRADE CBR > 2 DESIGN 4 CAR & PICK-UP TRUCK ACCESS, INFREQUENT PASSES SINGLE AXLE LOADING - 18 kN (4 KIP) GROSS VEHICLE LOADING - 3.6 TONNE (8,000 lb) MAXIMUM TIRE PRESSURE - 310 kPa (45 psi) SUBGRADE CBR > 2 N.T.S. DESIGN 4 GEOBLOCK SYSTEM USAGE GUIDELINE NOTES: CSR REFERS TO CALIFORNIA BEARING RATIO. AS THE CBR INCREASES THE DEPTH OF THE ENGINEERED BASE WILL DECREASE. RECOMMENDED TOPSOIL: SUITABLE TOPSOIL SHOULD BE PULVERIZED PRIOR TO FILLING THE GEOBLOCK CELLS AND CONTAIN SUFFICIENT ORGANIC CONTENT CONSIDERED UNACCEPTABLE. RECOMMENDED ENGINEERED BASE: SUPPORT SOIL SHALL CONSIST OF A MIXTURE OF COARSE SAND, CLEAR -STONE OR CRJSHED ROCK BLENDED WITH TOPSOIL (PER RECOMMENDED TOPSOIL). THIS MIXTURE WILL PROMOTE VEGETATIVE GROWTH AND PROVIDE REQUIRED STRUCTURAL SUPPORT. THE AGGREGATE PORTION SHOULD BE FREE FROM FINES AND HAVE A KNOWN PERCENTAGE VOID -SPACE WHEN COMPACTED. PULVERIZED TOPSOIL, EQUAL TO THE VOID PERCENTAGE IN THE AGGREGATE, SHOULD BE ADDED AND BLENDED PRIOR TO PLACEMENT. IF THE TOPSOIL IS NOT PRESENT WITHIN THE ENGINEERED BASE, GRASS GROWTH MAY BE SIGNFICANTLY IMPAIRED. E POUROUS PAVING GEOBLOCK a 29 SECTION OPTIONAL COBBLESTONE EDGING TO BE SET 3" ABOVE PAVED SURFACE AT OWNER'S REQUEST. SECURE COBBLESTONE WITH 3" MORTAR BASE —� CONTRACTOiR TO TOPDRESS 8-12 MONTHS FOLLOWING INITIAL INSTALLATION OR AT OWNIER'S REQUEST 3" COMPACTfED BROWN CRUSHER RUN TOP OF METfAL EDGING TO BE FLUSH W1ITH PAVING SURFACE METAL EDGE �, �— 95% COMPACTED SUBGRADE " TREATMENT " EXCEPT FOR AREAS BENEATH EXISTING TREE CANOPIES BROWNSTONE PATH EDGE TREATMENT OPTIONS 1 PD -050 29 SECTION NOTE: COORDINATE PATTERN WITH LANDSCAPE ARCHITECT PATTERN TO BE LAID IN GENERAL ACCORDANCE AS SHOWN. SEE DETAIL. WHEN NECESSARY CUT STONES TO MATCH AREAS WHERE FULL STONES DON'T FIT AT EDGE OF PATTERN EXISTING HOUSE a. • APPROX. s OF DOOR a 22'5' v— 2'-9" FILLER BLUESTONE 44-9' REAR TERRACE PATIO N.T.S. BEGIN PATTERN IN THIS CORNER. PLACE PATTERN PERPEDICULAR TO HOUSE 4' BLUESTONE BORDER WITH THERMAL EDGES NYOPLAST 8" INLINE DRAIN SEE MANUFACTURER'S DETAIL FOR INSTALLATION SLOPE TO TOP OF CONCRETE SLAB TOWARDS DRAIN SEE DETAIL FOR SURFACING MATERIAL 4" CONCRETE SLAB; 3,000 PSI MIN. TOP SHALL SLOPE TOWARDS CENTER TO ENSURE POSITIVE FLOW. PLACE FILTER FABRIC OVER DRAIN AND SECURE. SEE DETAIL FOR DRAIN INSTALLATION 90% COMPACTED SUBGRADE OUTLET TO STORM DRAIN SYSTEM PATIO CONCRETE SLAB SECTION SIZE SCHEDULE: A 35X53 B35 X 44 C 35 X 35 h f a f c D 26 X 44 E 26 X 35 9 f e i F 26 X 26 l G 17X35 C e i, H 17X26 C C ,_ 1 17X17 e 2" JOINT FOR GROWING PLANTS, e MOSS, ETC.; TYP. FILL JOINTS WITH h SAND/SOIL SAMPLEFIOR (X, PROVIDE LA WITH APPROVAL Q b 1/4" MIN. JOINT WHEN NOT USING PLANTS r DISTRESS EDGES FOR A MORE INFORMAL d a APPEARANCE f g I PATTERN REPEATS. CONTACT LA WIITH QUESTIONS PRIOR TO CONSTRUCTION l .l I FOR INSTALLATION SEE DETAIL N RANDOM ASHLAR PATTERN 29 PLAN N.T.S. 29 PLAN N.T.S. NOTE: FOR EDGE TREATMENT SEE DETAIL: 0 29 1" SM -2A SURFACE COURSE -------, 3" BM -2A INTERMEDIATE COURSE 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED----- SUBGRADE OMPACTED— SUBGRADE ASPHALT PAVING - SECTION B THIS SECTION IS INTENDED FOR THE ACCESS ROAD SERVING THE LOOP ROAD 29 SECTION GEOBLOCK (GB -5150) MATERIAL SPECIFICATION MATERIAL: UP TO 50% RECYCLED POLYETHYLENE COLOR: CHARCOAL BLACK CHEMICAL RESISTANCE: SUPERIOR CARBON BLACK FOR ULTRAVIOLET LIGHT STABILIZATION: 1.5% - 2.0% UNIT MINIMUM CRUSH STRENGTH ld 21 C (73 F): 2,900 kPa (420 psi) MATERIAL FLEXURAL MODULUS 2) 23 C (73 F): 240,000 kPa (35,000 psi) NOMINAL DIMENSIONS (WIDTH x LENGTH): 0.50 m x 1.00 m (1.64 ft x 3.28 ft) UNIT DEPTH: 50 mm (1.97 in) NOMINAL COVERAGE AREA: 0.50 sq.m (5.38 sq.ft) CELLS PER UNIT: 72 CELL SIZE: 79 mm x 81 mm (3.1 in x 3.2 in) TOP OPEN AREA PER UNIT: 87% BOTTOM AREA PER UNIT: 40% INTERLOCKING OFFSET SHEAR TRANSFER TABS: 1 TAB FOR EACH PERIPHERAL CELL WEIGHT PER UNIT: 4.54 kg (10.0 lbs) RUNOFF COEFFICIENT 5 63.5 mm/hr (2.5 in) RAINFALL: 1.5% UNITS PER PALLET: 44 N.T.S. ADDITIONAL NOTES: (FROM McKEE CARSON'S OFFICE) MANUFACTURER: PRESTO PRODUCTS COMPANY, 1.800.548.3424 ENGINEERING BASE AND SUBBASE: CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. ANY QUESTIONS CONTACT MANUFACTURER DIRECTLY AND COPY ENGINEER WITH ALL CORRESPONDENCE ,AND MODIFICATIONS TO PAVING DESIGN. INSTALLATION TO WORK AROUND SIGNIFICANT EXISTING TREE ROOTS. CONSULT TREE ARBORIST PRIOR TO INSTALLATION. INSTALLATION SHALL BE MONITORED BY ARBORIST, ENGINEER AND GEO-TECHNICIAL CONSULTANTS ENGINEERING BA'S2 TO BE FIELD APPROVED BY ENGINEER TO ENSURE SUITABLE PERK RATIO. ALL 'SUPPOH"f SOIL' SHALL BE PRE -MIXED PRIOR TO INSTALLATION IN ALL VOIDS. NOTE: CUT STONE TO FIT AROUND PERGOLA POST; TYP. COORDINATE WITH LANDSCAPE ARCHITECT PATTERN TO BE LAID IN GENERAL ACCORDANCE AS SHOWN. SEE DETAIL. WHEN NECESSARY CUT STONES TO MATCH AREAS DON'T FIT REAS WHERE FULL AT EDGE OF PATTERN M VF� BEGIN PATTERN-` IN THIS CORNER. PLACE PATTERN PERPEDICULAR TO POOL ' jam, POOL PATIO PLAN N.T.S. NOTE: FOR EDGE TREATMENT SEE DETAIL: 0 29 1.5" SM -2A SURFACE COURSE 3" BM -2A INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING - SECTION C Al SECTION 2" SURIFACE VDOT STAND 4" COMPACT' AGGREGATE VDOT M21A COMPACTED SUBGRADE SECTION THIS SECTION IS INTENDED FOR THE ACCESS ROAD SERVING THE NATIONAL LEGAL RESEARCH GROUP PROPERTY CONCRETE TO BE CLASS IF CAST IN PLACE; 4000 PSI IF PRECAST N.T.S. N.T.S. ACE & BASE ASE NOTE: DEPTH OF CURB MAY 3E INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. VDOT STANDARD CG -2 CURS PD -001 SECTION N.T.S. F>ip11w111U11IP P1111y111R!! • ' iFjWO lid+�+r►+++ -:�r�i�++i+j ' �G���e>fTri � /lT�� Yr��� • � 00� a0:� _11 ago �osOr _fl© SECTION I BRICK BORDER BEGIN PATTERN—/` - 30 IN THIS CORNER. PLACE PATTERN PERPEDICULAR TO HOUSE r FRONT TERRACE PATIO N.T.S. 1.5" BLUESTONE. PATTERN: RANDOM ASHLAR, SPACING MAY VARY: 1/4"-2" (2" MAX. TO ALLOW FOR GROWING PLANTS, MOSS, ETC.). FILL JOINTS WITH SAND/SOIL MIX, SUPPLY SAMPLE. DISTRESS EDGES FOR MORE INFORMAL/OLD APPEARANCE - RUST FREE AREAS NOT PLANTED BRUSH SAND GROUT MIX (MIX: 1-40 LB 'TYPE S' BAG OF PORTLAND CEMENT TO 20 SHOVELS OF MASONARY SAND- VERIFY CONSISTENCY AND COLOR W/ LANDSCAPE ARCHITECT) 1" +/- SAND/SOIL SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN. TOP SHALL SLOPE TOWARDS CENTER TO ENSURE POSITIVE FLOW, PLACE FILTER FABRIC OVER DRAIN. I SEE DETAIL FOR DRAIN INSTALLATION 29 90% COMPACTED SUBGRADE N.T.S. PLAN DO NOT UNLESS a PLANTING BED WITH SAILOR BRICK EDGE ALONG OUTSIDE EDGE. BLUESTONE TO MATCH EDGE BLUESTONE EDGE; TO BE RADIAL ALONG BACK OF WALL AND PARALLEL TO HOUSE EDGES AS SHOWN WALL 3J1 N.T.S. COBBLESTONE (JUMBO) EDGING TO BE SET 2" (X) ABOVE PAVED SURFACE. SECURE COBBLESTONE WITH 3" MORTAR BASE. TRANSITION COBBLES FLUSH WITH PAVING AT ALL SIDEWALKS AND AS INDICATED BY LA IN THE FIELD. COBBLES TO BE SET 6" (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS PAVED SURFACE: SEE DRAWINGS FOR DETAILS. `—COMPACTED SUBGRADE Q COBBLESTONE EDGING ALONG ROADWAY � PD -051 ' 29 SECTION N.T.S. / MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeeGar.on.com McKee Carson and Field Sport. Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or field Sport Concepts, Ltd. 400paTH op�lN o �^ 'ROBERT B. MCKEE� NO. 7783 wV a� Revisions: 1.10/17/03 CO. COMMENTS 3.11/17/03 CO. COMMENTS Scale: AS S140YVN Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: Sm ■ .li ii a. • s Revisions: 1.10/17/03 CO. COMMENTS 3.11/17/03 CO. COMMENTS Scale: AS S140YVN Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: Sm ■ "" "'—"'ITE FINISH PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) EMBED BROWNSTONE AGGREGATE INTO TOP 1-1.5" OF CONCRETE FOR EXPOSED FINISH CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 26% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5'/0; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER 3000 P.S.I. CONCRETE AT 28 DAYS AIR -ENTRAINED p p. p, p.' .., p-• . Q O O COMPACTED AGGREGATE BASE VDOT #21A-- ° COMPACTED SUBGRADE /, ��/\//\//\/�\//\//. SECTION Ai CONCRETE WALK- EXPOSED AGGREGATE FINISH PD -049 PLAN, SECTION 1 LAWN 0 PLANTIN BED AT ALL CORNERS MITRE 450 CUT IN HEADER COUI PLACE 1/2 BRICK AT COI AS SHOWN; TYP, N.T.S. PATTERN WRAPS AT ENDS CORNER DETAIL ABOVE 1 LANTING lED ALL PATTERNS REPEAT; CONSULT LA WITH QUESTIONS 450 HERRINGBONE PATTERN W/--\ SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. 4' '. i /ii .:! Fi - i, iii • �, /i � �. /r a MORTAR \ \ SETTING BED; TYP. BRICK SIDEWALK Wl EDGING -STYLE A SECTION RUNNING BOND (VER1 NTNG BOND (HORZ.) 900 HERRINGBONE 2-3" STAND SETTING BED BRICK HEADER COURSE; TYP. 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 IREBAR, CONT. 2" CLEAR; TYP. FINISH GRADE 1- 1.5" BELOW TOP FILTER FABRIC 80% COMPACTED SUBGRADE 450 HERRINGBONE N.T.S. NEW COLUMNS TO MATCH EXISTING WALL AND COLUMNS AT ENTRANCE BLUESTONE STEPS I SEE DETAIL FOR INSTALLATION F��Ifi M FUTURE SIDEWALK CONNECTION TO TRAIL/SIDEWALK IN VDOT'S R.O.W. 3-0 TYP. 2-0" TYP. TYP. 04/28/03 i. 0219 0 P SIVE Checked: SWE 0 1 30 PLAN ALL PATTERNS REPEAT; CONSULT LA WITH QUESTIONS LAWN C PLANTIN BED NOTE: CONTRACTOR MAY MAKE FIELD ADJUSTMENTS TO DESIGN PROVIDED END RESULT REMAINS CONSISTENT WITH DESIGN. CONSULT LA DURING LAYOUT SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. (450 TO WALL) G 29 90° RUNNING BOND PATTERN W/— SAND/SOIL MIX SWEPT JOINTS. \ PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. 4' N.T.S. PATTERN WRAPS AT BOTI- ENDS SEE CORNER DETAIL ABOVE fi 'LANTING IED 2-3" SAND SETTING BED RUNNING BOND HEADER COURSE; TYP. 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT, 2" CLEAR; TYP. FINISH GRADE 1.5" +/- MORTAR 1- 1.5" BELOW TOP SETTING BED; TYP. FILTER FABRIC 80% COMPACTED SUBGRADE BRICK SIDEWALK W/ EDGING- STYLE B SECTION BRICK HEADER COURSE; TYP. 1/4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS POOL BORDER PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" +/- MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT„ 2" CLEAR 80% COMPACTED SUBGRADE N.T,S BASKETWEAVE ENGLISH STACKED BOND BRICK PAVING PATTERNS I BRICK PATIO BORDER ON CONCRETE SLAB .0 DETAIL N.T.S. 30 SECTION N.T.S. NOTE: CONTRACTOR MAY MAKE FIELD ADJUSTMENTS TO DESIGN PROVIDED END RESULT REMAINS CONSISTENT WITH DESIGN. CONSULT LA DURING LAYOUT ALL STONE JOINTS TO MATCH EXISTING WALL SEE GRADING PLAN FOR RISER HEIGHT 3-0 +1-" TOP OF COLUMN —� TO MATCH ELEVATION DIFFERENCE (X) IN --�—�— ---- TOP OF WALL ON EXISTING COLUMNS X I t� 1.5-2" VARIEGATED BLUESTONE 2-0r. TREAD W/ ROCKFACE EDGE STONE RISER TO MATCH TOP OF STAIRS EXISTING WALL MATERIAL WASH; TYP WRAP EDGES AS STAIRS v FLARE OUT IN FRONT OF 1-1" T WALL TYP. . a - - FUTURE ASPHALT 1 1/2" OVERHANG _ SIDEWALK 1.5" +/- MORTAR —� SETTING BED; TYP. BS \0112A ��/ /j/////~ ' \ \ � NllINX RM 30 SECTION ALL PA CONSU' LAWN C PLANTIN BED LAWN 0 PLANTIN BED .¢e n= n n inl nlnornir B FOR PATTERN 30 PATH SEE DETAIL N0. 3 DIA. REIN. BAR DOWEL, 12" O.C. SEAL JOINT WITH WATERPROOF EXPANSION JOINT (CONT.) COMPACTED #21B STONE BASE (WASHED) #4 REBAR la 12" O.C. #3 REBAR is 6" O.C.; TYP. 90% COMPACTED SUBGRADE N.T.S. ..TERN WRAPS AT ENDS CORNER DETAIL ABOVE 1 'LANTING 3ED FINISH GRADE 2-3bANU 5t I I IN6 ALL PATTERNS REPEAT; 1- 1.5" BELOW TOP BED CONSULT LA WITH QUESTIONS BRICK HEADER COURSE; TYP. FILTER FABRIC 1/4" CONCAVE JOINT MAX. STANDING SAILOR 450 HERRINGBONE PATTERN W/COURSE; BUTT JOINT 450 HERRINGBONE PATTERN W/ SAND/SOIL MIX SWEPT JOINTS. W/ NO MORTAR ON SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY INTERIOR SIDE LY PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP, 5' BETWEEN HEADER COURSES; TYP. VAR 3.69' .v / / / Y -W, D i • (2) #3 REBAR, CONT., 2 CLEAR MIN. `��� �` 1.5" +/- MORTAR \ 1.5" +/- MORTAR SETTING BED, BS CONCRETE TO HOLD IN PLACE SETTING BED; TYP. \\ 4" CONCRETE SLAB; 3,000 PSI MIN. BRICK EDGING; SLOPE DOWN FOR PLANTING AREA BEHIND 80% COMPACTED SUBGRADE EDGING BRICK SIDEWALK W/ EDGING -STYLE C r'G BRICK SIDEWALK W/ EDGING -STYLE D 30 SECTION N.T.S. I BRICK HEADER J PATIO PAVING 30 (BORDER) 29 PROVIDE I' BACKER ROD WITH JOINT T.W. 607 SEALANT BETWEEN CONCRETE WALL M-11:'`� AND PATIO BASE W.E. 606.5 v, 3" VDOT# 21A WASHED STONE; r MAX. SECURE POOL LINER IN NOTCH OF CONCRETE WALL WITH WATERPROOF FLOWABLE FILL SEE RETAINING WALL SCHEDULE FOR {�—(ski=(I DETAILS. WALL COLOR TO BE BLACK (INTEGRAL). DYE COLOR SOURCE SHALL BE 920 BLACK (ONYX) BY SOLOMON 603.5/ //%/l�// %��/ !%i--lf I =(1 I ` � \ �\ �\ � \� � COLORS; 1.$00.624.0261. MIX 30 -LBS. PER 1 -YARD. CLEAN SURFACE 24-48 HOURS LATER -NOTIFY LANDSCAPE ��/�*✓�1.•/%fi/�l // /�%G1/(��/%//i�//1� —�� ARCHITECT PRIOR TO APPLYING (i=(I11= (1)- z WATER -BASE SEALANT (1 COAT). CONTRACTOR TO PROVIDE SAMPLE 1,5" MIN. SAND 22 GAUGE BLACK POOL FOR APPROVAL SETTING BED W/ LINER, MIN. CONSULT LA 80% COMPACTED SUBGRADE FILTER FABRIC BELOW FOR INSTALLATION NOTE: CONTRACTOR MAY SUBMIT K-T)i POOL WALL SHOP DWGS• TO L.A. FOR POOL BASE SECTION N.T.S. SECTION 71" r^ r.. 2-3" SAND SETTING BED RUNNING BOND HEADER COURSE; TYP. 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT. 2" CLEAR; TYP. FINISH GRADE 1- 1.5" BELOW TOP FILTER FABRIC 80% COMPACTED SUBGRADE MANUFACTURER: DELGARD, DELAIR, NJ 1.800.235.0185 NTACT:ROB BRADLEY YLE: STRATFORD (COMMERCIAL) LOR: BLACK ST CAP: STANDARD N.T.S. INTRACTOR TO COORDINATE ST LOCATIONS WITH FENCE NUFACTURER PRIOR TO >TALLING WALL. CONTRACTOR SET 8" VERTICAL SLEEVES AS TERMINED BY FENCE MANUF. HERWISE, CONTRACTOR TO CURE POST USING 'L' BRACKETS FER TO MANUF. INSTALLATION >TRUCTIONS FOR DETAILS. [STING WALL DETAIL N.T.S. z I C CKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Feld Sport Concepts, Ltd. NLTH Op �j_6 ROBERT B. MCKEE NO. 7783 X41 sa Revisions: 1.101! J03 CO. COMMENTS / k� Scale: AS SHOMIN s� 04/28/03 i. 0219 Designed: SIVE Checked: SWE s Revisions: 1.101! J03 CO. COMMENTS / Sheet No.: Cif: 35 t Scale: AS SHOMIN Date: 04/28/03 Project No.: 0219 Designed: SIVE Checked: SWE Sheet No.: Cif: 35 t > KA PPA SIGMA TM, 60 -27 IS 278 KAPPA SIGMA MEMORIAL FOUNDA TION D.8, 1153, P 646 D, B, 415, P.41 06 373, P. 389 (PLA V ZONING.' CO l-,�,,­­­�7", LAND USF' COMMERCIAL I_'J ') `- -, __"� C i 2 � 11 'ej / _� I/-,.,- � , A f, " -­ N19649'45"E 823.40' �554.87'1 '& , I � 1 A � __� _ � dt ,_!,_,,��_,,­, �� 2",, A� , - -k ___ I I_1 - - - -A _ -_ � _- --- - , ,� -1,,_,-, � , - , _, - __ - , __ ,- - __ , -'.�11_1:_-, -1 11`-__ - _____ ___.__,­­, _-�--u-�L-.-�z-,,,��--z-,.-,--,----,�,�,��-�-,.��.,�z,---.,�-.�-�,- I,- ,;--'A , , , - ­_ _ - � , - 7----`—'--' - ��,_.­______­ 1--l- .1 <� �--,�."",-�."""-",-"--"""�-�,-�,,���� . ?,/ - -- - -­ _­ ___ __ 11 __ .__"� --- - _ - , - g"20 �., 11 J , - I- - INV, 620.00 ("�_? - - - - __ __ - - - IN - V. - 626. - 0 - 0 __ ___ - , - !!"I:,,;iil'lliiii I..... . ­ -'---' . I .­­ I ------ --1. _____._ _____.__ __11- ­­ ____ _L___ � ....... ______ - __ _ __ ---­­--- -7-_ ­ ­ - - =:���_,__.,_­­_­�_.___. ,�­ �­�,__ 11 , ,'__,; I- I 618 ., -,. , f, - _______­._ _61;__,__ ___ I ,­ _-_1__.-..- ---- - -- - -- /8\ u___1111_____--1_1:__ ­ ______7___r1__, � ' - 4` -------------,,--- :­_ ---"-- - ________( z - 1111 - ­-, I ----------- .1',1_� I-, "I I I -- --- = I I/ ( ----,," ' � Z_Z;Z"L -,--,----, _,_____�_ ___ ,' ­ �' - - ...... � "I ­­ - 6" PVC 0 4.6% _`_"Z-,---- �1, 11- 1,1,'� EX. _­ IINVIN 611.00 11 I - 9 - I 11 ,_ / - I 1-.1--l- ,I -_ (-- �- - ­ �,,_ RED OA /� I.", - , _11 - __7_-;__ / I � I -11 - , I -_ -- --- - f ; I I -1- -, - ___ __ � ­­ ­­A­-�-,­­ ,618 _,:", � _­ J_ . , !__ __ - I .... . ­',_ ­_ -_ __­ . -_ - - - r I �­z, --i-,-_1 -- _­ ___ ___ _ __ � _ - - T "' ',,/"". 6 1 "", ", 1' \ " . . ;11617.25 Z' "I - � if " _� , � ­ I � �, i " 616.501, 1 � - ---___-_._1____1 ­ � - ­'_ -, 4 ,61 I I I -111 I - _ 18,32 f),8, r I - I . i - I p f 1 6111 1 50I i � I I -111 _,61IM5 ' " I 1 610.5 / f 1! ,6 / . . / ! F t I i 11 614. 3 � i / f - , -11 I ! T 11111 i . ! / / z I I FLARED END SECTION f INV, 598,0,0 1 1 1 1 1 ir I / FC -1 il / .I i I I I 11 , - ,--,—,-,,,,��,.�-111 I � I I I;- I I / 11_1�I / I / : . I f, I _� 11 f 1 U�� f I I I / � , / � I 11, � �,! i'v II P I J ./ I/ , I i I/ / I / "I I, I ,,�- .0 � � I : I , /'. ��',,l , Z �,, I k 11 ; 111 V e � � X I I I I �r 1� 4 1 i T 1, I i�7 , i� i Ill , I I Il - � ,� �,_ I J, ,I I/ If .1 ( I I I - -11. _______1 " I I . , I - / ­_ I i . I 11 I ,� 1 , , I /, / � � - -- - � -,--- ---- --- /1� � � 1 ' I I ,I .11 I;, - ­­ " " " / ) � I , � j I � 1 ., � - � %, I I - I . I I I 11 I Ii v I ,� ! : ). le, 11 --, ) , - __ I I / y / I ,mlit � , � I i - I I I i " YARD INLE ,z , i � . - I I I I --- - - - I " I -, "", ,6i . � "" 613. 5,,- ' I / / I'll I I �, ­_ - , � ,.- " , � ; I , I f ,,, J , ��i , I �­ ob.4 / � '­ 11,, I , I I -- - I ! I 11: I " ; ") - - -, -1 1 -, I T' / I I / I ;: HTW 59511 - , I _-, 11 "I I , _­ " / I � ' ' J -, � ; I I 11 I I " __ -_ 1 i I m�l - I . , 11BW � . �, i A I A __ -1, I �, - 12" GRATE I � i 594/ " "I , , I I I I , , I, 11 I - J I - 11 � "I i ; I I ! 1� - __ __ : . 11 - __ __ � r I 0) I - - __ __ - I ; 1 I - DRAIN COI-L'E,(_'_!`�`NR� - - TOP,,613.50 t ; I � I i"i k ii ,------ -1 I �, -, I ! 1 - ,--I li� -, 0 0 F � , / I -- � I I - , - - - TW 14 1 � � , � I 0) I , / I , # ` , � _­ -_ �� I � I �, . I "! I I - ­­ - - -_ 11 f / / , i A I / I i �- ,4��,__ - ­ _1- - - - INV."604.50 ,---�---.--,-,-,-�l--,--�-"--.-",-,�, ? I I 0 1 "'d - i __� -.,-=""a,:�_,' ­__­­­ " i I - .- 0 - I I I 0 !/� I - I., U I - � 1 � I -1 ___ __1 -,-FI __ ________ ,_=-1-�==1 I - 11 . 11 ��, � f : / ! il � �1 �_J, P V C, ��fl 151% - - I ___ - "I , I I 0 fl,, - ;� _�e i I i , . I � -, �, W, 609.5 1 I � "I " - I 11 It - - - , � I / , I , - - I If , " � I t ­ 1, "I 11 - - I I I/ � I /I I, IF, ! _--�, g J, � i I 1-,. 11 I ,�, , �., " , I f I I - I I - " , , - , 0 / i T i I If I/ / / �� ,­ . �, iI 1 � 11� �­� I _�/H 11,­`fl'%,l "., 1� 1�16 - - --- ,,, / " � I � : ? I _/ ; 2: I I /. I I I I � > I � Irn, " �J �, , , I � I --- __ .­ _1_1_1___________ _.____-_-_1____- "I __ Z / i . � .11, / / I -1 I V I I ; . -1 i I 11 __ - ; I -p ,� . � : , I ; .�_ /',4 -,T- � 11 -k.' r. , I / i - I . �1711'1`7Z ---�,,;# -'.',5 i - I ,7r,, I 'J -1 ; - I � "I . i I I fl, q i I J" 1 F_ ,_. __ _,,� 6'& q - , ,�, -� r ,, � .�, '_-_ , _!, ,,, I I - , - I I I 11 t 1 "! I I , 'I" ? , I i I -;,, " -, ", �, , - - __,�" :�,7,-�,,,,:,,�,��,�-1",�-�,,�.��,� - I � ,f , , , - � , " '' - , - . " �.,_, I � I _11J, -1", �L I ""I �� , -,-,' DN F I I T j , I - 4 1__ U � 4-J! - "" I , �, r", ,---- ii e � 1 -1 -- - -11 / �.61,07,45` I X� AIN ,,/ I �, I I ___ I � - I � --- ­ , ­,,�!!�-,�*�_M , J ,,�_,; - � I I' I , , , , I I �) i P11 A __ � - I �_,* _��', I ",_ p �� 1',-,, I � :t';�2 T ,"-, , L � , I i i I II I i 1- I ! - � -, � - , ILI 0 1 1 1 � / ! I , , I -I , I- I i, - - , -1, �� _-, _­ INV. 604,00 z T ,I 11 III � , 1;­��­�,,,I",- I I -, � J 1 f , I I - _­ L_j I i I - , 15" RCP 0 ,I.%° �-� ­­� -I -- PAV I (�) I f, il � I - , -1 -I _­,-��,_,��I� , -1 T 1 I # I ". -„__,`,-�,,,'­­�,'� 1- -_-.1, '1 I I I . - /I11 -,- .,!--, -, �7� , ” � , � 617, T ! I J / f _( ; -- - - - , , �R_ _ -2, FFE,. I �, 11 i -i� , I I -- - - �,�,,­II�1`2��',q�� - , '11 / I j4�`Al,f�­ - i, z I - i� ,;,-- " I I ,. �,�,,�­,�;_��,___ 'i I I I i .1 , - 6,0 1 � � , -- -11 -, ` -­ - `��- ­� / BASE. i , t (:� , I I I" i , ,I PAVILION -1 I _ __ ___ __ ______ � � - __ �,.""-/�,"­.-��-, ,,,,-4'-'--", .'_ � 6 J ' / ��,j­ "I 11% '1_1 I I � - I I , / I , __ ___ ­ ­ ­_ -1 - - -1� , , , I � 1, i ;f I i I I - - , 1 i JI I 1 4 f 1 1 , - - � I �: � ,,, � ��_ ]_-2,.-i:- , f i - tr, _. 'I, , 7 ___ ___ ____ ___ �,_ - - , I : , 1P FFE-,.,-61815 , ,, '' �7 _� I � � - � � ,,, �_, ,,,.-- b 11 L I i � (� I I 3 I JACK & BORE NOT REQUIRED BY I -, z � I 1. I i 11 I ,, -­� I � - �. I I � 1 / I i � , �. `607 �,'45 " - � �� , , I / 1. / IF 1 , It I , " ,,,- I . _BASE: 607.5 , �, - - _,", , �.­ "I � I I , I --- -. I I - � � ��,_ _­:,,­�,;-,�, -,L�I_ , , �Iz - /I , , e 1 II / � .", ,,, ,_ � I � � �� � I __ -- � "I" ", � I I f I � � # -0, - , , , ,,��� !� , � `��,�,`"L �61 ­�,.�'! t - I - ! c JNTY IF ARBORIST AGREES: - - V"". � ,,;' - 1, I / , _7"4", - - - ��, , � ,� 1,'�11� I " 11 � � 7 - , ­­ "I'' � ���L ""I / / I I I' , ,� �. I I ,�f­_ - ,I I CONTRACTOR SHALL CONSULT - - i , ;, I --- -, N,�,,,­'Z� - �� �.,� � , , ',, , - , - �11 � , / ,� I 11 c 1 I / " , - ,­ -f I I i I -,� , ,� - I I � I - - I k I , , ?,/,,,, , " , _,) ,� - ­ ' ' . �,_. - T�� "" i 1, �:;� � �_i,, � -, " � I , 11 I " / I - " ,/ . - i ) 1_1 ARBORIST - 11, � -_ - - , , / - 11 I I 11 , e, "'k 11 . T FOR REQUIRED I I ,`­�P' I I �_ I T, I I - - 11 1 1-116" PLASTIC ATRIUM -- - � 1__-'-1'- ,,t,'_��, -��-,,,,,, 1 / ,/ I I - / q I I, , - __ - �. - � " ; 11 I / / / I I III / ,I 11 " I Il , ; GRATE W/ RISER. --- � INV. 603.80 -�­-%�,I�-,,�',�, ,�`,�' ��i� / 610.40 / ; I 11 - ", �y I -F � � I --TRENCH LOCATIONS, �, � I - I � I - - I __ ,,,,, , "'I _6" PVC Id 1.3% � I 11 11 I - , - - 1- , - I I , - - I I / , �- ,� 1�1, ii'i 'f I P I I I 11 �,, I ; I `4 ? ? I- : 4, �, I / ,` , I, / I I !,, - ,, , T I I I - - , r 1 � . I I ) I -,��- I , , - , - - " - �', , , ��,-", I " , I - tl�!,"� -, � I I , i / - . ��,_, 1, , / - � � ,- � !­ , - ,­ A , , I I f I " I - - i � - ��' �'i ;'' 11 - I V P I 'f I I - I �'- " 11, I - I ,. o . i I Ili I ( 1, -j I __ __ -- - -- --- -� -__ __ - __ - - __ - , I ; I I If ­ � __ ___ -,-I-- _­ __ " 11 , _1 / / I 11� I 11 ,, , ! i I I - , � i ", ig __ I - .1 /� / h, � -, I - I -g I , I / / 11 I . / , I �,,, I I - I 1 6" HDPE DRAINAGE PIPE. ___ --' / I- ",%-­ _&��, / I I Ill / I il ", � I � I . I I �1�11 ,_�Ilill'�-,`- lff�-�� �!:,! 11 r I I/, I I -­ , -_ 1-w- . i , ,I � , , , , - � I_ ,R , � / , > , ), 41 ,,� _4 , / 1, I v , '11, J , '. , � A4 � -7 � � , � - I 11 I � � CONNECT TO YARD INLET. - � � ,(' Ll - / i I lrl� I , , , "' - fg, , " 'L , P7W 605' 5 11 I I - � ,� I MV, 1, I I - � i I __ 1 1:`,�7��, p", _�_'��,,-.' "W- 1, f A � 11 a I .''. , ., _ - . III I , _, J,? ,� - � 1 , - '_1 I ­-, I � z I; I " e'l ! , i -) I . I 1.11 I I � 1, , 81, PVC 15 1.0% / ,�-,!"�I:�-T�Z,","�­, I I � QW 594' . . f -, I � - , , I 1,i ;1 �, /. ! _11 1� �,;,'­,- _iI I 1, I I , / I I I A I , - � - I - , i I � 11 ",.: I't, � , ), ,I I - " i,--?" ..... . ,­ �t -, � 1 4-611 1 _ I " � , ". Q�,,I 1 ,��---'-7"'',,,_Z;.''---.', _� , I f" YARD INLET I - TI11 , h , 6 � I ,_i- - I 1 __ - "111-, i.'1'11,, - I �,'],,,_1 / / 11 I I I . � if ,D4 --- , - I ­_ -_ __ " i §J0____=r­_ 11 f ,I - y I", �f I __ -1- J--- - -,-- _ � I i I 12" GRATE - ­ 81' PVC 1161 2,9% i"i, _,,�� I 1, , -, � , .. I I/ / f_ ., I ,/ / e.--- _,", -- -­­ -- e ) ,; f I " - � - ­ ------- _____ �, ,,, ":� ,,,'�,j 61, 611�� " � ! - I ,� e "! I I `- N - ­ - - __ ; I . I-, f � , - "I "Ill-' , -i,-_ � " I ! I i � / / i P_ i � , IJ \ � , ",- ._ � _L -, ­,", 0-"", _­­�_ ��_, � 2(_11 - � ,l. I , ... , , — I� I , il , / I � � � -, 1, 11 TOP 606&_ __�­, " 11 If - - I ;,Ir_ i A I I I- ­ ­__ I I - - 1 3 - --- I " , �02 - � -�,,�Z:��",:" -�'�,��,w`��. I/ _� . if ,, ') ,4 ­­­­ � 1�� __ I _ !­ "I - I Z'41-- �.11 14,5 - 0 �� --,,:�,� . .. .. . i _4:Z_� ,c , 7/ "; I ,'�,�� _f ,p I 11 IN � f 11 ----_-_-1 _1� I 1_2 _:_:', , ,��'__ - - INV. ( , '0 � I , � _ � J _1� -1 �_ �" - � -11; - , I � "I' --- i � �­, , ­'�� � , �!'�. �T '010 � INV. 600,/ , I i ­_ , --I--- -, I- _7 '010 / /' , � "I i�,. _� _�Z__\,11_ I 1 22� J. , . f - --- / I I � 'I 11 ,:, TW 614A � 1 '010 I � j . � i� -1/ , k ,7­_..�­7 � - -­­� __4 ____ __ _ Q -11, ,,- - " - -,�,i� � IH! i �I � V I / -7 ­­ 11 -, - ��­ -_-I - _- - 1�, - ,, , , '' I I I , -11.1-1-1 jL , , _! f rr ------ 607.5 .�_ � ,�, ,�, �­ ... � n-_- -_1__ , , I . 4 I i ; � � - i 1,, Ii4, T -,I' .. .. ... ­ - ,­ I ` I- 1 612 �1_12'1`,_"__�,,�, , ,,� , I 11 'IV ��Ir_ `' j 1 ----7" ,�, L , 11 . ___ z� - ,I -, -_`��,,� _'609 /' 608 610 _, - , \ _______, - . / BW ,/ `,'_� ,�',T` ­ 1�fIjl� � 111i I- ,- 4 � I- " , , 11 , I 177 I - "I ! I , ,,I � f , "I % i I / i I ,�__ I i i I 11, ", I 1 ,� , - \ � Ij - --_____,", I � � qgg' , - I 11 — ___ - I _�� �� , -`ii, ­- -6 0 ' � � I, " 1, ". �­U­.U­� \ MIML J ,.-,,-, i , -1 .1 1__� I I - __� � -,-/ 1i I "'. I 1 2 1 7 I ,___--_, I - .1 .."­"_ � � , . - (ii 14.42 4.42 __'� /' 1' 7 I � ­, I i I il � EX. I I - e-'; , - y�__ '�, /X I - -"- 610.- !'�,,,,,­� / � I , , I #i , - r , j ­� - , - I I �_I�� ,�,, -, !��'J'11 - , ,I "n I I . i �� J � i, 1 - - -, i M . __ _____ __ -,- - � , " -,­­�"'I, ____7X_ -_A - , i P" " i ! , _ - __-1-1-11! , , - 'A ___-1 �� I 1, i I,- . C - 6 60 __,� " / _,, ; 1 5 i % _,-- " `­ - I— _/) - � POPLAR \-­--,_,_____L__,J2 ,Z - �/' � ; "I ,,­�e' � -, 0--- �1_ ___ . , _(Z� I/ f I I _- � -, " . ---�e' . , - I -- I ..... , � ... � I 1111�)' 0 1 / Y (1111, I " P � ;��,,,� __,_ /Z •I ��_11 ,_ � --- . I ,I v'4 I .. ... � 11 I � � i�� N, "i. - ­', I , I �;y :J "', ---",--- - -- i I ,� f -1 �� �� - '_ , I� _`�'1111, - -77�"' � k" _� � 60 � / ,,�,--J / , I i ! I/ / 11 I 4- - 1; �, I � I ',,,J I " , 3 , , _1___1' / i , , �, ", I 1`111 -"-rll- " ", k, I I / I , """ -1 z .. .... ,­ - , ID, � " - �, , 5 10�111'17 " i 4 11 J i! 1 I I � - z I -- , ��-__ ,� I 4 , , . -11. -- � I - ��,,�,*_,�:r"_�'.��­ _.""'I_L"_�'%',, .r �, ,Zp'- n, _-.1-7- - I /. ; 1 1 ri,- fai � . I I , , - - 1< ,4,� , , � , I. H �,��-,_�,,_I� ____ I i I, " - I � � 1, , , ,� � ", - , . , " 'i - - `�`',"���:�,,',�",-- -,,� I", - � I � , �_�_R U ',�� -11 , j - 11 � ,Ij,;�, I ! ,�, ; ­-, f� % 1 f 1 � , I I "? 11 ! " - - � - ,�,,,Ikv 66Z 70 ,,��, k-47-7.1 L - - , — PVC "/ , ; 1 ,,� 11 "I I it T ", Ip," -,,- I 605�82 � , - , I , . L, i_'� I:._ ", " "i - , I I "Zi` I / � � / 11', I _ - , - F ,------- V I/ � I -,-,, � I ! 1 P� , / � - , �,,� �-! �"J � 11 I I I ,v- / I .11 \ / I " , T Ile "i �I_ - - I , � - , C , - I _,; I ­ � - _-A ;z \ � W 40 8 ", I I I I , k 1: � I , i ,,� �, , , I ­­- IN I "II -11 r, 05,8 , � \ J� " � , � I , ,r , 11 I � � rr� -2 ( �, I " " I , ; 1 .,�,�, ,I i I '11;1 'r , 117 � � ,, .,-/ ',I e,l X / I , ;,��7 P� - I ('ICZ, ­_ ­ , 6 � �/ � ,-, "I � , - % " k�_ ���� � __ __ - � � , � , _1 �, _� � - --- I , � ,.�__y _Z_ _ ,_ - � � I., .,�� a_ .- - -_ - 11-1-1-- --- ,,.-,- ­_­_ , .,'. �11�� � ,,,,-,' � , ',�, . : I . � F_ __1 r "I I ___1 __ ­ - 1^�-1`177, -,�'� - �1, I I :, I, "T I - [ .1 , ___ \ Ail -1-1, ,_­ VM /ZM­` � " I __�44,,"-' A `3 �,­­ ,� , X/ \1 i � 1 1 , I, ; ,t 11 � " I �_ - �., /I / - ... �,L _-7-! . � "I � . ;� rl,VA I C � � ­_­� \ ul /�/,/"11 1 1 ; 1 , 1 i I I I T , ,d I � I---- � I McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 ww'R.Mckeecarsonx0m - ---.— McKee Carson and Field Sport Concepts, Ltd. reserves Its common law copyright and other property rights In these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concept-, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third, party without first press Per "'nn' " ] Ole 0 a" mission and consent , Carson , 0 McKee or Field Sport L . 's, obtaining ,the express permission and cnsent obtaining t of either McKee Carson or Field Sport ler Concepts, Ltd. Concepts, ," I I ;*� 0 ,, 'ROBERT B. MCKEE 1� NO, 7783 I0 , � K-1,99NAL , �y - �',�_­ , � -, � I ,� , �, - _-a ", ��,',,i�-,,,,4-,, " _� ",", Z!, ­ -, �.""�_ 0 - ­_�_�­ I I " - -IT"', , L �,-�-,,­ , ­ I - 1, - , - � ��"�­ �, - : �,!�;j,�,� '_`,!',Nw-A, , ,_ � V 11 C A ;,._�� ,� I si�1 _7-T " /, A O `­ -, ,� ,'�`_T­,!) - f'zo,-�)" F�' ,, ii,, .',,'-�,I��-";�3'- �'e ,; �'r , , I iz,,-� f - , - -, - ,,� - - I - I "I ` ,� _-, 1 1, - -, I �,2,' ;'I � � L' ,�� - --- -,--,-,,, - ,�,�� I I - , , $95-- ­ i " , !�� , _,,,i ,f !:� ,��, . - k " I ',:�,�� ­� , I _,_�­,,i - '1111 — � . - I _, � ,I ,� ", , ,. ,- ,, ", -, - �_, - " , , �� - - - � , ___ - - - ... - , � " , - - , � , � ,�� " I -- -, , -�� '��-T,L;��,�'�-'- --� -, -, -- -I,': � - , - ,-, - 'L,-, : � , �, � _"I - � T" --- � T;,� -, ,,, _,_ -1 , , _ I 1, - __ ) b , , . �-;&, ,,� ��,---�i��,',,�,,---,�,,���,-�""��,, ,,��� 1"� �_"_� ," ,Fm""A , , ­- " - � �,', s - � , " ',-,��,:��, _ i , ��r�,, `0 I J " " �,W `�� - � �­_ , �,��,� � 2: - , I , ' -,Z �' , , "` - _,-� ',-,,,', ­,`-,,��, -,,,,- '-,-',- -1--_,-�---"` i � �� I . � , , ,�,, -, I , - - -�­, -, - - -, �� � � " � � .�� ,�' I , - �. , r6 , , v----Z. ­1, , � .1 __;,,_� " - , � ­_ __;� 0 , " - � - ,',-, � � � - �'; � _�� �_L,_­__­ INV. 609.00 ­ - --l", A 4 1, I I'-;-- �t`: , 11 � I - I � PI- EX, ,,-,:�::::-:­-n:�i'_1 61 I ,-Vi ,,-- � �- 'r - 11 � , i I I - 7 - 'r-_ -j - It I MAPLE - ------ ,Z_-_- _-, - I " , M -D -1k .,,�,T- --::�'2� .-A -, , I -1 � I,'-" 10.76 - � 111­11__,A� ,'�,� 15,10,95 C3 I I - L_-,.'_ I- I ,"', -, - I ,-"--- L,,_"�, I " , . I � �__ �__�I.,�r -;� , - ", , co I ? ,� " , I I I/ ) ,�, 11�1 , � - �1� - n " // I � -� , ---I \,� ,,/r , "� I i ­­ ;�,, I ,,el _, � I,\ 11 I i A? . - 1 � . - , , , - -­ , /', _ - Y, I .9% -EX, -""Ex, -. �;I �� __ ­__­ � �_ 11 �_ 1� ; ,�", ; , � I 11 j "'I , , 1 - , \ � -1 (.44 I �� I - I 4 �T� -- --- ,> S)ICAAIIORE � ; � ��_ ,,,, ") �, 'r- . i �) $J'610,20 - ) � CEDA R �_ " ,_ , I " f ,_� 1� , _­_ "i , I I`- ?�,,,i, _,, �610 --1- J�' ( , " -0 I(L I, _,[ 11 4 1 �111. 1AJ (' ij 610.20 11 �0 ,,,I I - �., "I J � 1, P/ 5-1 :� I - � I e. k I i, 4- , I H " - . :�:, �: � � 1_1__- - I —1� I "I" ..� `7 " i 1� � I I - - _,1_7_ , P I I 1-� , �f I , 1._­_�, ( 4- 11", IIJ h,�E_� ill /i /I \ 11 1-14—f, �, , ", ­­ - 1, � ­ - "� - POOL —� �-' ' i : I I I - I � .­'_�—­ \_ . — I, - 4" , M _11 If , I r�.,"`�) �, I., -,, I ­­ I - BOTTOM 603.5 � . , , , , I '*1 I "I? I -1 I I I EX,' _ Q) 'I � " In L , % I _�� _-, U) "I __b� � " I I I I �, C ,� � - // ,� I - � , � 11 / 1" Ii, � ,,,, H�- 'T� �, - �, / ,cy , '1�1 1 07 01" ,I // 19 -IQ EX, i ,J -� ­'�, " � - 1� �, , � iir-44 , - , s �` I - 1 111 �) �­ ,-\ .11 �­_J/_) , T W 607 - 1 606.86, ' I/ 1%�"X34,,- , I � I I W , " ,� �__,__, . . __ I - I I r - I 1-1 1, .�,,� A' BW 604.5 '(TYP,) ;,,,,' 4- - I. -H I _14 , �� / I�' ; , Lli � I , I i '1_1') P I I , , I ,j , -_ j, � I I I � � ff "V11, I 1. / / I/ - ly i ,­, I " -- _1 -1j) - I:) I V�!V! i X f1111 � I , ��, I I - � , , , ,�, - , ' I ; i �', 11 I I, I I ­_ ----, I I . e . -Y - CH MBE - E " "I" I - -- F) M,, ,� � I, f, 1; ­ � , /,-/ / /--" _\ I � , \ / � I I I A -- -,, Lli I ,, N�zl f �,� , (L I tH 11:11, -1, l i I (f) j . 610.98 ,:---', �, , ,'­ I I r-, % - "I ,Pq I--1— ) I " J� i ..Z, I ... � , ,, I i i I. -",-) ,Z�­­_ 2% 1 � I !,; 1 1 - 2 , � WE 606.5 I " � " - -,z --,J I I 1� I � I � � ), I'% ) f, It ,T -LA z ,_ (11' --<'�, i %, "I I , , -, , k 11 1 � A, (- � ,,,, / I I,--, EX. -7-1 ;_1\ I 1*1 - _­ �� \ if I ; I -",�, " I i I I ��` 9 �1­ 4 I ��' \ 'k ", . - � r ) , z - I ___ ;�11`1 11 \', "-1`1 AE, 1� - I � 1- , " �_" ,I �_ _,�,, / 'T, �, _� SPRUCE ,,- ( I'll - 'I I y , I " �/ ,I, ,,-/ I � 's, \ - 11 "I/ LIJ , � " 1, ;6 11 - , _/ I ,�� I,� I k 2�,-<i 11 " _�" ,�,, irl, _/ I t ", " �, I " -1 (__ � � 11 A . 0 ,� I I/ 0 11�1 , C=1 I I z - - I-., 5 � I 1� I ---."-,-/, , " 6`10.80 I- � i� I , I I , -,, -.-n -11 1, - - I �. 11,J - I.,;D , --,-, , " � A % I I I ... -_.__--4_- ­�­��', , �� � i� , n;.,, I I I � � , I � 1 1 1 " � , , , I � �i j "I ,.1 , ! :1 ! / ", �, -V ; �_� ... . . . ,� "", .'�: � ',,;!;, , -.1- I I I I ,Q -,-- �--�-���-.��,"�,�-,-,,�,4ji���-,�77=���.r-� r*1 i I � � M,,'; � 5 ��Ii`, �i�� ii 0�5 �P�4-e� 1 1 ,, t �`�,� ",_: �,.,',; .",�- ��,,'��'-, � -, ,c '�,'�-,.��,�� ­!�,_�,­!,�4,'- " I �'_;,,,QL -", �;r�­�'_­11_4,��­,_ `,,� ��,�`�2'-,_V �,���:'��,�,�,�',,,,�-,-4"""��',.'I "' , , - I • I � _� 1 51 "", ',,%,,,,-,�-�l,�,��,�",�.-'�:"�������,"�- �, - ��,�:, �� �� - � I w , -, 11­.'� ­zt , I ; , � , 1. V-1 - I , I 1 , _., k , , , . � �, ' - 1-1-1--_ __ � I - , - 11 , , - - , � � � , 102�, i _ , -, , - .- - " � 11, fi-1- s �� . I I I", I "I , 1, I , , ... �, - -, �,:,�'_­ - '_� -:11 - , _.__ . � �, ­,� - "i ,�, , -1 � 1, . - I � � 7,4, ,�,_� �___ _ . 7__ ____ I I �',,��", '_",;�-�`,',�!�� _`��,: �Iii "",­". - �U', , , � ,, ,� � , , , , � , ,�,_ � I _ � _­ , V �,� , , " -1 � I - - -�,,�,, r �, � - r �,,--,- - .F. , ,� � I ", �, 11 , - " - . ,- --I,��j , I , " _n, I 11- . 1� - `47-, , I � � L - , ,, - � 11 I �, �� _1 ,_ - . --------- - _­'- __ � __ - ,� , - ,�, "k , ", -� " - () " ; _I,�,� 1, 11>1 I � - , _ , , � lt,r`7 � � MA PL E , � � , 0A. 4� ���,,� ;� `',Z;�-�L­�`,!t','Ul­_� 'It // 1� -1 ,�,,,-!,I�;,_V,�.� ,,, "' - " I I � �-,�,�,�;"�ll-l�;�,,�,114.�"1',L-"�,�',"'�,'�l"-.,��,'�'��",--,"--",�,'�I'll,"�'llI �11­__ 11 , , ,��,�O.ii !p , - �:'_��, .�`,��,�7�.,�, , - I f 1. .. - .T_ 0., , "", " -�,�I, : �__ ,�� "" � ___ ___, __ I , " , , -,I,- �,� - U, I �q ,,, ,� �_,%� z i � , " �; 5 .. ii#F*M;04`­, � � I � �:,,,,: " , ,� - 0 " � I" 11 Ll Mrlt�'Ilt�,�;,r_k_ 1�1_'<_,���__'_ "I"', �'X_ , ,� , , I !�'!,� , ,,�, - , � " �, - �7 _­ ,_� ,. �., i /I 1'' btorm Sewer Structure S )Chedule =:______1'y ,� i ! C ,6� M � '' ��; ,,_;, ", / I 1'r, f -'Z - I — �, '-\,,'��,, ---�, t�,J 34.,;��� � _,_�,, , `�, ��,----'--,An�) I, I , 7,11 _ii� ��;�­��,,��­,_, �_�,,�__,, , _­,� -1,11, t,��' I, ;? , ­ ­ , - I 'r ­_'_ ,,, � ­� I - -- 9�,,,,­t -1 , , 111--111-, , I -, , -!K, I,�c,, U, ­R�- ,"Z��, ��=�,� �­1'141., _,�_ � �-,�",..�l,-,-,-,-,-,��,.�ii,,.,.:r�--'���;���! 1'��,�-,Li_z�­' �, --,�:I"',"�� ,t�, . , � - , - , - ,,I� _��,�,' " , -�., �;�;W`N� ­­­ 11 ­­�, -IT" I";�_.­ T ii � I "� C � - . - ___` � ,��:,�,�,--��,-""-���s�l',��,�-�,,,,'-,I . ! I I� --��-��--=---L------=----=----�---':-----�---=--7-::=,=�--=,==----�-�----�--�---=---------�---== - I -�'� , " , ,1 _I` _ . ,,, , 11 / 77r_ -- ", %,�I � � �'�, I �'; �,�,I- q--", , .,t , _,�__.,�­�,� r _�� . _­"��,­ �� , � I . I I I I � r - �, — I j _,_� 'I- -, i / ,� �ti ! , , 1�47 � -1, III— 'T, I / - � I I I A------------ --.-- - I 1, I r: ,,,, i,; I I ; 1. -� " r, � ,-1 , ­­, __ I 1-1-1---l-,�T­_ ,��', `-�-�',,��,,,:_ � �-- - " -� � .7- . I 1, I I v-�­, , I i . - , , i ", �i,'��,-­` ',��,�-,�',_,�",,_�� - - �',��M�, -,;''z� , ,,, - ­­�ffnI�rp-jii­ ­ L___ Z,,4x,��_ �� � -� N " 11�1, �, I I I 1 -�, �� I --�,�� ,�� - - , " - - , - , ,, � � � �?,�' 1, _11�­r - ,, 3 . > � ­;Fp�Til ....... ... ��, -�­­ -,7�-- - �`.2 __-,,,--L ,.:�,gz�,��,,,���-�-,-,---,-,a,.--,�., 01�1"t!� zJ,��-,,­___. --,-- I i-_'�- / i i , i,f,, 11 � - "" " :I,-,_ . ­­- i ff� —, I �_­ - - " , " �11 1� �,__- ­ . '_ __ -I--- I " " � - , �. , ,f , � �� , , I f _1 , . -,----,--" I ;, - I _­,��L, 11�'. , �,, - - , Z - 'I , � - " -, -, - - � � � ,,,, �7 - , -I , _­, - . , - ___ , I __<-1- � I � " I -11 - - ­�, I�I _PS ­_J ,,, �, ,�I,,­, , ,,�,, � \ " , --- --I- - I � ----- ----- ----- "S" , " �, I " A - ,,, _��, -I � � i ­? - ­­ - - - �� " " � -, I! ,� " , I , 11 kl.� L %­ -� - -_ 11 T� -,I- ­�7------= 1 1 -, _11-- , _� , I - , i�� . 4, �, 1. �, - - �!, , � � 1 T. - , ��7�-,:�!�"i"-,��"-",�.,�,-�'��,�--',,'-'�7,-�,�--,-,',-��, 1 7 __ , � ", _� - ­­,­ "" , , , -`�III,'­4 '. �-`- `,,� -T, 'T�_ , - - � '' - - � ,J��,,','� I " � - ��,� T-_-' ..� ;�� , �X,,,, ,� I � __ ,� �� _. r:�� �,��,, �,,�, � "', �' , , , " I , ��__-_ �, ______1 - , , '', __­ I , , ., — I ,� -I' '-- 91", r ,� ,I ,J - - �­­­ " " I ,�_ �,t,, ­,"", — - �`,�, �',,'!I,.�' - , —, F. U- F ___ ------- __ ,, _�_ I ­,= ���4�,, - -1 - - - e I I- __ N V � " - "I I � Fe I I 11-- 1� , f;- - I I , -�, - - - ,,, - I _-J I � i I � - ____ I I '�� � I/ . i , I ___ � - - I I 11 1, �, " ,,, __ ­,= - ........... ��111­1_ _\ " - � 3 1 i � _-3. � �: "� I 1 __ �, I—— :_�:__,,/ ___ � � , �_ , .41 I� \ ­,­, — 77 �­Z -:, � ­­ . ..... . --",. I z - ,,, , -, . ,,,,,, - � - ,­ 'k I _ I I 1_1 _ ­ - I— I , ,'� , , \ "";) -, � I ,, - -�_ -z""', ,',I ��:�!.,� fj,' r___ --- - ,�-- -;k--) L � ,,, i, 1�, I `Ir,� 1- ­_ "I I - � I 1, �z i, '_ I I 1'_� ,�� . t I , . , " - I , � ­_,;, 1 � \ � X I �- - \ I I ­ - __ ­ .___..._ I ­,, 11 I / , ­­ �, , _?�__ NN-, �1 ", 7,.,-r ­­ -I----- 1__11.1<,!_;.1,_,_;__h / _� 1 \, .. I � ,-, If I "! I � - I—— tz_ —_ ____ __ � .... . .. � - �,� --'P3">- '_ � - - , - -- I .r,.�,� I I " ITi,, / I ,� � � -, i I --- --------------- __ f Li' , ".; i, ,I _ I 1z ` �, ,I "I. I, ,, � ! J _1� ___ 1,;­�.` .�'LE"iPE.,1`21�_ ­­ I "I'll -1111-11 " _ ,, - - � , - L � ,�, —"I .�T_ , ,, 4" 1— � I'- ... zz ___ � r�') I, � �,_),��I A71 , " " 11 I ,-,- - ! , ,1 , ,,�, , ___ I �11 ,,, _� I i I i I _ I 1%,, / I I ", , " --,-- ", � I I � , _ I I ; , i _u, ---1-1-I -'s.11— . - ------ ,�.� - ,'^'P I I i _41 I I I -;f-', " 4 , ".. il , q� I � ..., "d , -, .1 -, I , - - 1, I , ,'. , I - 11� IL I 1, A �----,� 1 - ____ ­­ ­­_ � , I� ,-,-. ,--.,-I, I 11 I I ,� " � 7� / I I � , - .11 -,, - �� , I " __ _ ,,'--I- I" � ,,, I ­, ­/ - � I.-_ -11, -- i ­_ - 2z , , __ I I I 11 � -, , " _� _",/ � -- I I - - 3,«:..,- , u � !Ii � I - -1 - <,�, I I&I, ;1 - " ,2 I� _-'e-, jJ_­__ � -, &I i -, ,_ 1- I %%% .. � ,I 'y %� 791i 1� , 1 ,I J i 1-1 - � # - r IL i /� � � ,71 i � I I �- I �,? ,,,, , 1.1z 61 ,,, -_11'.. ­­­ I _� -, _ J, 4 � - __1111 I—- ­­�_ ­­,g,:-"'­,� - I � �, �. " ,,, I - , I 11 � , I �j I 1, 11, I , I - ­­_ i 11-1 � - —, I �% \_ , I - � 'I , C,H 1-';',­-b1%!4N� 0' I �-_� 1. J T ul `� � E ) 10 " 1 -IJ ,.-! ; 11 Iy �� 1 , ` �, q'- -, --- - / N - ___:�: ... I'l- ,f, , ­� - - � -1 - f � "I.- f . I 11 L I � I 1 / , � , . I " i �_'� __ " �',,_ , -� % I/ i 1 "� - 10 I Ctll ,I 1- _­ Ill- / L-1 __ ____ _ "��p � - 0 I , I -- / 11 61 �,,R'I'Fq 1-1-1 - I - T,M& k__ " -1, ", - ,­_-) � � , If ,"I / .1 V, _� - �I � 11, Z_.- f, 11 - - i I - ,,�� -- T R E NI � .. � INV. 605.50 - I , I - -,-,- __111 ____ _-__1 � I I I -1 ... � ; '_ I-,,-,- -_ " , I � ��,1e.,�- � - _ �­ I , , i � " , ,/ __ i I . � I ___ - � I .11 - ,-", ,� � -Aq, � , - I �­ � _, --1 I- r I I , ____ � I �� - , ,1 � 1___-__ "V, - �, __ , I . 1- �I I - - , I— I � 21. , , -- - -­ _1� 1_1­�' ­_�_-.17'. � I - �, .1 , � �, I (1- 11 y - � .... "I - - � , , -- ,­­,�? \ I � I Z / 1; "i _ _:'7 ____ _. ­1�1 __ I � � ___-.___________.___._1 I I ��%Izv --l- -I / ...... 1"- 81, PVC rd 1.9% � _L_ --",, I ? , -, 7, - � I i " - - I I - . _��L,% , I - , - i 111141 V, - I � 1 �4� I, i � � , , , - - � ; - , - ", � 0 0 I i , � __ �1_111 I I ,_ I, ____ _,/ / 1 61,11, r J I " i � I I 41 ­__ � , �, __ ­­. I - � I I - ___,,T�,,­_ ,- , I `i\_11___._ , -_ I - i :> I ; � - ,,_--�,j � 11 � � , - ­­, I �___ - ,I� I -1-, I , f If f I I - � ,,, ,.�� , � 11 -- - - I , � �, fl -I 1-1- "I 1-11- -_ ­­ - ­­-, " - - __ - , � , I I �___­­J q __ __', �, I I . ", ,� � L'. I - ­`;,�,) I ! -\-- -­ - / , � 2 , � , � � , I ______ - ; - f � , I , - , I / U,J�-�-- - ­_ , - _11--l. - _-��__-1111..+,.., �', I I � I/ _11,11 t, , I-- I - I I ,, "I �=�; I � - F I I 4, i -2 / , I � � -1 ! "11-1-1-7- / I � , ,� � -, i I , _1- - ��I.,,�,,/ ,�!"! '34 \ I_ � -" X , I �, � j , , _­ � , I . - I ,I - t-, ____ -� __ I__ I ., 1--", '_ . � � 11 �, , �., � , � r 1 "I - - I I - I N\� �', 11 / , i "'. j, / - i , , I "I. if , �_.­ . , , \% ,�, I �I . � � i � " �, - � " \ � , , I I I i I / --1 , . ,­­_ �`, , I I , , \ ­ "'i I, / 5.3�,,_) -,V�,,,,i �­ , �I 5 I � I I I / � I / - 1, -�k�'1 � �41 ; ___I, ! ", � -", "I , : 1 U, 3, i I" 1 bT­ ! I, _. ! I , `.,_1 '. "I , % . � , . I / Ii; , " ... f , I � I - i ,­ , 11211 I � H � i q 1� ,I " I .1 1 / � � � , I ! I � I , , L_ I z I I - - \ I P, 11 /"" il ,�_ I , I i 'I'll 41 \ , \ I � - � - 1, � I 6, i , I V � ... if � I \o �, I � % � I , � i " � i i � 11 � I f 1, I . I, A ,J � I J, $ ­­ � , -T_ 1 , , , ­ 1, I i �/ I I � I 1% / j � / , I '� INV, 6C')125 � !� � , I I ,-, -1 A �­ � � �i H� ' , ,� I 'I ; I ... k � i I I / X! / E , , , 1 I 1, I— f", � I il � I I I - . , ,I �, �, \ i ki- I i , I I � I , ,/ I I I / " 0, _. , A ;1 I I , j .1 � __� I �,\ Ii i . � L_ , � %11-11 __ i "I I / `I,?�, 3 �, / � �J J 1----, _, , , _ I 11 . i � ,�, i � I , 'I � I - I i A � li 11 . � ",I� I �, I%, I L t 1 ,�� I I t I I " / \ I /� 11 , "I I " . t � 1�' I' I, \ , I" � I �/ I I � - I I 11 1 v I I 11 I X 1 I , ID TYPE 70P INVERT ELEV IN -- INVERT OUT PIPE DESCRIPTION- ESCRIPTIONF-1 _-_ F°-1011-38 603.00 487.39 598.75 15' HDPE, 14.44 L>F. a 0.50% Checked: L__ RM 598,58 - 15" HDPE, 1.45 L.F. F-2 MANHOLE W/ 607.00 496.68 a 0.50% FLOW SPLITER $98.58 IS- HDPE, 34.59 L.F. — a 0.50% _ — 15' HOP -. L.r QUALITY STORMFILTER FILTERING SYSTEM N/A 597.67 595.37 (58%072WATER L.F.. PERFORATED) 0 0.50% E -i DI -3B 601.50 484.53 602.08 , 15* HDPE, 31.48 L.F. a 0.50%- 698.58 15' HDPE, 1.46 L.F. MANHOLE W1 a 0.50% E-2 FLOW SPLITER 607.00 607.92 598,58 15* HDPE, 27.47 L.F. 1 a 0.50% WATER QUANTITY RAINTAW 6-9-C-375- 16110,00 69W.41 593.41 24' HDPE 81.44' L.F, SYSTEM — ARE�9_3_ a b.50% — I I �­ I , f—, J-_ — � /I � I . I . "I I , I " 417 / "? j! "I 'i I I I , ­-, "I, / ,/ I L k, � , I __�� I 1� 11 I- I I z ,/ %1, "i � I _1i �_�_ I I �, ' I? ,I i - r I � -r--, I,I C:1 ,I - � " I " , 1 � fl � 3 �� /A .--,- _� i ; , \ I � : 11 311, 1 1, - P_� a-111:3 f _� i I " �� 1 ,,, , , i If 4�s,,, I , J L- q —1) / / i I , 'I ,� i k -) X i ­ !-,L, , I" I � � I � I � , . ­,'T1REN1'CkI DRAIN (�:l TU / I - I /, �, "a, —DW-- DOMESTIC WATER � ,� g��", I 'r i I I I ,T' 1 �! i 1 I I , TV 11 � I , I NIV. 59 Ei � 0 0 / , I �:-� I " I I ,� , 4, — - I " � � V,/-, , "I � ) / I] 1 1 t:D F I 4 1_ ; I I 1, "I J , I � - W — PUBLIC WATER 11 i I � / / / i I 1, :�1,11 I I ,q r.1 ;� , , - I - I I I I z_ / ! 1 4 � 9 11 I I I i A ,1 I �_ -1, �,�­ ,_-,� t��- t " - I 11, / / / / I I I 11, /I / i �f i" / Z -a— R 1952.90' — - — FIRE PROTECTION ,,,, I , 11 , I __ 11 , 1 / -, I � I - _­ � 1� ; ,� - ­ _­ ,I ,� I - ,, " II, � I �; f I 11�11 LA // ,?/ZO I - \ I - ) � I �_-;I ='=­ _� , I i �E / f / 1, � " '' , I I I I ,v "I ,'_� 11 !­_ � I I � /,--I ji J 1, - I I i 11 " I _. A7 4' — G \ I q ; � 7 " I I � / /�-- , i 1, I,( ') AA_ � ! / , I i T // i / / � ' — GAS ) I - ­ 1-1- --,--- --":, I 11 " - ­,­ , I 1- - I I . - I 14 , r , - ,e , , -1- , , I / I J ( 11 404,14' , / I , j 1, � ji .�,� ,_ I ,; ! ­ ­­ _ " , � I I I , , - III i. � , I � i L� i - I_; i �, � -, I i / ; / ,"7, 1 1 � I i / �� I "� 1 - , � / I ,� I CH 4 03,42' - I , I I - ? / f r__ r�:) i , , ,I--."', ,j" I I N� / Y. '. (-�­ " I � _­ �T�,_---,'�tz-)��`� 1. / I - -- , - I . 1 ,` I _1 �� I I . - �_-= �­­, �­- � I/ f"', I - I ) ! . " - " - =�: / . " I I I 11 11 . y "I , i I � ­­.­ � � , �' , p� / tl_ � 1 -- � I - ,- - I,,, , 03 S 50'02'18 " E s __ PRIVATE SEWER LATERAL I- � �­­ " - �1_ , , ' , �, ,� "I I � ? '1� r-, J I " - , , -1 A, f --- _____ -1--l- -1 ­ - � / f"I -, - - I 1,:i I - " .� I I I ! / - , 4 i � - I - --� � , \ - i / i �* _,,�,, - I ,� I � I 0 - , , F . , r� , � ' , , I � , �, / )j�.'/ , I . - - -_ "Y", � � , �i ­_­ ­_ _­ ; � � I I = --= :- -,,­.",- _=­_-�-`­­ -,L-, / , - I 1:� 1 - i � ,:; " , _� ,[_,._____. __ -,-- --.,.. � I � 11 I'— �L_ - ==_ - j / I i � ­:� � . 1 , "', I if 1AL, I - r_ 14 Z, , -, _,_ � � I I / I d . 1--l. �, I ALL CONDUIT TO BE SCHEDULE 40 PVC TV - _J., I ! / I, ,� ly ,� " �� - � I I kr-- I 4 i I, , T,- 'I � I - 11 � f I I J, -/ - � __ _? , , - � i / ," � I I e "� " , �� 11 I , I 11 Q, ,I ! I � � � , " / I -i UNLESS OTHERWISE NOTED ON PLANS , -1 , " / & "�'Illi J ,,, il, , I, ,_121- --- -1- --1---1 I I 11 _,r' '. I i I � i / - � t I � ,�, li- , J � - ­­_ -11. .­ " , � 1 _'1'1_i 41-1 , �, - 1 11 , / / ,� I '', '. I - , , --- " \ -N � J" I I ­ i ,�. I , - I # , , - , i . ,I' , -1 , , " I - , I - i I 1, �", " I � e_ ", I 11 I V �, I -7 - � gi;, 1 � I I� . {NSI. ,,,, . I \ , , , - Ir I / I N,.V �' 5 8 11 � 5 0 ­­­­� / I ' , ,� E 1. / I "': -,_, ,I �,, - I k I I ,,,, I , '', ; .20 4 , .1 I I- I / ------------ t________/ I. ";w, I ,�' I �i .... � �,J ALL UNDERGROUND UTILITIES CONTRACTOR TO CONTACT LANDSCAPE _­­_­­._,__­­ --------- �,�­_,.____­__ , _ I __1 -1- -I - I 9 I -.1- _ ___ __ � / 0 -, I ,,, - i , , ! � ,.� " I " � , , _­ P V "I III 9 , 2 I f � / _� - L,� I 1�/ h j SN -1 I- _­­��Ia­ " ___' ___ , ,,r _� *1 -o RU - 21%__._i'J ; / / 1/' '.. � - , I �, ­­ i I , / I " , - - - I __ I ,­­'. ___ __ -,- __ --X,. -1 � . ----- � � , "' 11 1 k , 6" PVC A 4.2 % ,f--' '_­ I 9 ._,�,',' - � , I "', I ,- � r ffil TO BE INSTALLED OR PREP'D ARCHITECT /ENGINEER FOR CONDUIT 11 MA __ /, i , _-.1 i - ! 4;� / / / - -, ,;, , -1, I`- I I# _1� 1, I ___ -_ I I ,__ 'i 1--l-, I I ___ � , � ", I it 1, "" I __ � / " , I � ,, I I V - I ­� , E I . 1. I ) _ I __ __ - � -- 1 � / �. 11 , -11 - _" I , � ` -_ I " ----- -1 - - i ,i , , -, - - '11- - 11`rll I ,�,&, IN PHASE 1. SEE SHEETS 9 &10 LOCATION AND QUANTITIES I I I hr I -_ , I ,,, pj, q , I I I _­ ­_ " . - Z , / " -, . = - ____ - I i j - �: - # FOR DETAILS , � - I , I / I � � __ - ,_ - - '� J-1, `i- ', _�,_ -_ —_ '. t �", I I /, I � k_/ /, �� ___ -­ ­­­ - I/ I 11 ,� ,_ - �,V , I , 1, ­��6 5 ",", - ___1 � � , � -, I � I " I'- , " I I " - ; , , , r --,- _�,--J I I I " . 'r, I J 111", 0 " I - ­ I i I I N � - N ,<,, -,-" , ! 1 11 - . _1 " _-____._-_1_ ,- � - I - ­ - -,-- 11-1 ,, ,/ � � // I I i k. . - ) ,- � I I I I I � � ,_v_V-11 _­_" I- I , ___­___ - � _( ,,, ") i 8" PVC Fd 2.0%--\ 1�1 , t__, I I_ __ 1-1 I - ' - - / I f T � / I ��'f >--,----.,,-,. " __, .1 ,� ____ ­ ', . ­�­, -1 I-- - , I 1 I I � -,.,,- I ­� -) �g -11 _�,­,_, .-, 1==_�;�I f - - -_ I I" _��_, / I � if I I n DOMINION VIRGINIA POWER TRANSFORMER _-, ------- ­­­­__:_1:n�'_ I,_� , -",-"-- __ — , �-'---�-�--��%,,--,-���-,.-,-,��--��.-.,-Ir'---r_�_.,__, �' I , e -, _;J / --I � I /11 - 11 , _'_v�,­_ , -, - " 111- - I 11 - �!_ I, .I---- --'-' EX, --- ;, I 11 I __ -_ \ ,/ I ! / , /, " / - 11 - �, � I - - , 1". , ' I �, I I / I k� -" ", :"',) � - ,� , � I �,/ 1 '3- __ " , ­Ic'­�I� __ 11 - F I " - ", -_:::: ,VA'C,ff0t't;,L,,-,��,-,-,-'�r�_�._..._ ___. ___ ___,______ ______, , , _I­,r-,_,, __ I I --'-�.--'��'.'.�'-'�'-�"--------�-��----l�-��-r-,________ _ _­ 1, %_,_ ".", 1 - I ", ,� , i !L�Y� q - li� 1� 1. )> I EX, I �", , T / 1.,� 1, ­.­­­�-,� I , , ( /,r 8" PVC Id 3.3 %- ��` � P - / I Ir 0 SPRINT TELEPHONE PEDESTAL 1-1 ­__­ i " "I ;�_ " "I __ I I - - `_ I - , ,_ r . ---:::�� -----______ __ _'il , 5, -'------.,.-- I - " I � J I - � r ') \ �, " '� _ . __ ­­­ _1 "__ , " - I . ,,4 . - , L ' 1/1 , (' ' ­­ .-- � ( ,/ - I ") ,N -�- CEDArq\ , __ -.-.I'- -, / � . _ 11 I -.1.11 ,!, - N'T I - I', N/ I J;`1' I ,1 -ra 7.- / I 1 , � ,, ) _ -, ---- ----- 1___1 --- --- ____ � � ­ --- 1- -1) F -,-I,.,) -) --- 1 ____ ,__-,1-'-- - I , / .— ­�'­,�, �,__, - ,-/' - , �_-� g�,�- I , I - '_ " . 1 __ �,,,�,I ___ / . . I - , , - I 11 I -1, I ; ..-..--- ­­__ I—- ­­_ -- (3 Ill 11 -_ , "I __­__ , ,( I ! __ 1.1' "t / — n�__ , ,� �! T", ­ ­­ __- - _' - I � ___ - / I �, � "rt -:-: f, , __ __ ---- ­ _,,1 , I , I __'.. 1� ______ ____ ,� , , , ,,1 , I / j, __ - I � I �� _- I — ____ -- ---- __ ____ -, I ­__ ./ . � F 11 , I- � , , , ;_, __ / I - � - " " N - __ " _ __ / - I � I U U L) U i 4 " __/ / " P V C 0 8.4 %, � , ___ ­_-, - I If ,If ,,, - 11 ff . I 11, " BE W/1-1-- ­_ I -e I-1 IP I- I " 1, I ___ __ I ­__ ­_ � J/ [ THIS SHEET Tt . - --,------,,—, I �, __-­�� —,, ----------77 _­ -/"'--I----- ­'­- 11 — , i ", I 'i 1 IF- � , ­­_ =��-,'_ ,--I I , , , , , , - , � . / , p -, - / 114 I ,-, - I _1 , "", e 11 U U , " ___ � - - __ - - - - � , - , I , , I - � ,,, 'INV 583!33 . I " PURPOSES ' -6-__,,___ I , - -­ �­­ __� ­-, /ii J - I / I I "I" ��-/a - , � , - - I - - , I I _"11'11 _­;-._ -Z f, I �,,_____ I 1-11, --- " ­7,�V�11­,­,�.,� )�,, -i , � ,"%, -,-., -. - ,,� - , � _,f-, __ 1 4 1 '. __ - . I, , ­_­�F, , — , , , , _._____, ,__�' ( �,-,­,-�­,­v ,-",--�,�--�,-",-,V--,,--,-"'-r��-rl.'--,-�--",�lI 11---, - /I I/ / 672,06' 0<W, 67 Y ­ __ ­­ "" , -,-- M. __ �­, I __ - F- -,,,--( I - I I - I If / /�,,�, S23'04'55"14 -11-1 - I I - � - - I_ __ _ i " / - �� J, , 1 / , I PHASE 1 GRADIN"' U T , __`-1'_W _�, .L�, "iI I , I- a -1 11 I i, ­___­ . _1 , __________ - I / 11 ,r " _1 __ / I , - ,�r �, I 11 II ______________­­ �__, _`-1-�_'_11-111 " � ______,__ ____,­,��, . 1 I I T 1� ! L, Y - � I . I _ -"-, �, ____-1__- 1 / 0 1 1 / _�L , � -, - ._� _� '. , , ,-1----_-`I1 I 11 � - 1 -,�"4T r ____ " , " _ __ __A­�_­-' A _­ � ,1 i --- ,K i IT , ?z �- -, - -1T " --- 71--, P'. '11-- , I 11 11 lr-,- - I\ � ROBBER ASSOCIA TE,S �'.­k _.�,,_1_,_?T1_ �_t % 1, , " I ­ ­_,13;­­­_r_L I 5v VID, J _ _ - - , - , ,4 -4 " , " , , , ) A "d - , , . - , , , I " I ': �!_­!I; , / C,7.,4i / I OR 1063, P. 50 � _-, k I Scale 1"::20' Contour lnterval=2' _,1-1. -1 �, V I -P II. ?I, _� i� R NA� kE 1 ,I _uh-',4,-- I NA71U 03, 635, P-308 (PLA T) - _1 , . �/ I 1 _-7, -1, 1-1-1 / / I I I I ., � I I If i"l-l" "" "r , , " i , RESEARCH GRC)UP 1 ZONING, CO 12" PVC rd 5.2% 4' ". '! i /11 I I LAND //017 I_111)AA11f1=01111A1 /7 -.,, " , 'r I 11. 1 7 , "I " . I i .1 I -1 I , I I-- 4 "i I ,? ./ , - _�,� I , I � 1, , I-` ` - , ] ';,�' - �i . i —A — V r- 21_ , Ar_ 0 20 40 80 1 _ — MATCHLINE: S E E SHEAT T 8 --- _________ I----------.--- __ - -­ ---------- -------------- __ I I Revi5ions. I 1.10/.1.7/03 CO. COMMENTS � 2.10/31/03 ACSA & CO./SWIVI i COMMENTS � 3.11/17/03 CO. COMMENTS I 0 5.12/029/03 CO. COMMENTS 1 8.07/08/04 ENG. REVISIONS 1 9.10/27/04 ENG. REVISIONS i 12.1/07/0,5 CO. COMMENTS 1 13.4/20/05 CO. CO NTS l I 14.6/20/05 CO. COMMENTS I I I Scale: H: 1" = 20' Date: 6/20/05 Project No.: 0219 Deskgned: 1mril I Checked: L__ RM OUTLE (SM NO 8'x 16'ST0RAML7TR PLAN VIEW GRADE RING 30" 0 FRME AND (TYP) COVER (nT) BAFFLEPWALL (TYP) PERNMENT POOL PLOW SPREADER (TYP) UNDERDRAIN STORN*MTER ENERGY MvInFOLD CARTRIDGE (TYP) DISSIVATOR (SHE NOTE 2) TIE SIORMWATER MANAGRAINIT swriaRittz 0 8'x 16'STORWILTER - SECTION VIEW 414 U.5 PATW No. 5,3W, SC-4LEXTS. No 5,707,571, No. 6,027)0, No, Sfi24,576, AND On ER U.S. AN V I ORREIG N FAM r S PENDING SMD- DATE BY 8'x 16'PREF ASTSTOW&ULTER F1/2 112 PLAN AND SECT VIEW STANDARD DRAMaNG STORMINATER DRAWWG VILE NAM MANAREMENY INC_ MICNEDUY: jim !�BY.* Mj6.VWG (800)548-4667 DRAWNBY. ] N.T.S. A Xdentis MatriTM [")-RaIntank Typical ru`%esign with u,"'Neaning Point PWtkof D-Raintank to be dee by RWn Atlantis wr. Tank DePths AvaflablemthAtlanys D-RA1n4ff&. A TZANTIS L-IRALWANK WRAFFE0EVNON-WOVEN POLYPROPYLENrE GEOTEY=F1LTERFABRTC SLrRFACT 15" CLE411,TOUT OBSERVA VONPORVT k 41 F �,,R�XCA V A TION LNW� AND W NZ�, VWPEMIMBLELffim MIMV REQUDWD --------- OUTLET RWE 70 FWSTINGS YSYIW 5'MT4BLEMUCTML BACMUL COAVA CTED T095119 jWODRIED PROCTOR DENSITY Penta Pank Hdgh t = 85,43 OCG *SEE PROFILES FOR ELEVATIONS 'Water Management for Life' r-E� TYPICAL RAINTANK INSTALLATION 3 2 A Atlantis MatrixTm / D-RaintankTM Typical Tank Inlet Outlet Design Inlet Pipe used to fasten liner to Non-currosive hose damp or taps pipes to prevent badffl from entering stmoure. Polypropylene fabric -encasing Aflantis Matrix -------------- - Outlet Pipe N O-It-Corrmve hose Clamp or tape used to fastenliner to pipes to prevent baddil ficom entering structure. woven Polypropylene Geotectilefilter fabric encasing Atlantis Matrix D-Raintank .2 -Naterhianagament TYPICAL RAINTANK INSTALLATION 8'X.16' RECAST $TORA*U MR DATA NA ORMN WATERQUALITYPUMMMN NA - MW ROWRAM1161) 14A A ' A .A N 1 CARIVIDMIA)W RATE (15 Gf,4 M) 7.5 :rEffi)dATYPE .PG r�?� DIAMSM 597.67 HDPE NA TA-_ NA GAl'rE.B'r FIFE -395-17 HN e i5" b09.00 609.16 FLOW NO .......... ---------- T0TW,r.VWA1, 8'x 16'ST0R&fl77L7ER - SECTION VIEW PERNMENT POOL PLOW SPREADER (TYP) UNDERDRAIN STORN*MTER ENERGY MvInFOLD CARTRIDGE (TYP) DISSIVATOR (SHE NOTE 2) TIE SIORMWATER MANAGRAINIT swriaRittz 0 8'x 16'STORWILTER - SECTION VIEW 414 U.5 PATW No. 5,3W, SC-4LEXTS. No 5,707,571, No. 6,027)0, No, Sfi24,576, AND On ER U.S. AN V I ORREIG N FAM r S PENDING SMD- DATE BY 8'x 16'PREF ASTSTOW&ULTER F1/2 112 PLAN AND SECT VIEW STANDARD DRAMaNG STORMINATER DRAWWG VILE NAM MANAREMENY INC_ MICNEDUY: jim !�BY.* Mj6.VWG (800)548-4667 DRAWNBY. ] N.T.S. A Xdentis MatriTM [")-RaIntank Typical ru`%esign with u,"'Neaning Point PWtkof D-Raintank to be dee by RWn Atlantis wr. Tank DePths AvaflablemthAtlanys D-RA1n4ff&. A TZANTIS L-IRALWANK WRAFFE0EVNON-WOVEN POLYPROPYLENrE GEOTEY=F1LTERFABRTC SLrRFACT 15" CLE411,TOUT OBSERVA VONPORVT k 41 F �,,R�XCA V A TION LNW� AND W NZ�, VWPEMIMBLELffim MIMV REQUDWD --------- OUTLET RWE 70 FWSTINGS YSYIW 5'MT4BLEMUCTML BACMUL COAVA CTED T095119 jWODRIED PROCTOR DENSITY Penta Pank Hdgh t = 85,43 OCG *SEE PROFILES FOR ELEVATIONS 'Water Management for Life' r-E� TYPICAL RAINTANK INSTALLATION 3 2 A Atlantis MatrixTm / D-RaintankTM Typical Tank Inlet Outlet Design Inlet Pipe used to fasten liner to Non-currosive hose damp or taps pipes to prevent badffl from entering stmoure. Polypropylene fabric -encasing Aflantis Matrix -------------- - Outlet Pipe N O-It-Corrmve hose Clamp or tape used to fastenliner to pipes to prevent baddil ficom entering structure. woven Polypropylene Geotectilefilter fabric encasing Atlantis Matrix D-Raintank .2 -Naterhianagament TYPICAL RAINTANK INSTALLATION 8'X.16' RECAST $TORA*U MR DATA NA ORMN WATERQUALITYPUMMMN NA - MW ROWRAM1161) 14A A ' A .A N 1 CARIVIDMIA)W RATE (15 Gf,4 M) 7.5 :rEffi)dATYPE .PG r�?� DIAMSM 597.67 HDPE NA TA-_ NA GAl'rE.B'r FIFE -395-17 HN e i5" b09.00 609.16 FLOW NO AN�FLDTA=q Afial-AST 5A T0TW,r.VWA1, GENMUL NOTES VWXNMISOIA67 Z) ALTERS TO BE SMOR ACIVATED AND W_F-CLEAa-ffiYG. 33 PRECAST CUNCf9rX VAULT TO M CONSTRUCTIb N ACCORDANCE WrrH AMU CW ANDMA t) MRWMTBRREQUlRP523 OP DROP FROM INLET TOOUTLEr IMM AND OUTLET CONTAMIMPOR RALLASTTOUR BAII.AgrMA11RIAWTORE )ALL9T0nfflLTMnQEMREGUtARXWFTTNANCR. RERMTOOPERATMAM MARITENANCE GLADRANS FOR M7ARS. -9)DErAILRITIAMI)EMMINTENTMLY ACTUALVAMT01?4aM()PrNDCUWWURAn0N NGL E$SEION'N OPE i'RODIh^.dR3fI5'HCPDRAWRdC. 10)$rA',IMAMMAa%MMMMMLTMDVhW-RCWCA11111---W MUICTMIMERREQUIRM T0BE%VxW=0N%T1EPWr. BAFFLE GENERAL NOTES- VIALL FLOWIT 1 SPREADER 1) BALLAST DWAETLR VARIES (SEE NOTE 7) MINTFNANCE INCLUDES INSPECTION OF C(7MPOMENIS AND MIOVAL OF SEDIINIENTS. 9)&48 1 HDPE HEIGHT UNDERDRAIN WIDTH-� 3.) MANIFOLD - 15" 8'x 16'ST0R&fl77L7ER - SECTION VIEW EXTERNAL PIPING AND COUPLINGS PROVIDED By 0 6. THE SCALE: N.T.S. 4 -<.----- - - - --- - - - - If i ii f I II t4 f --------------------- 7 16' a x iv 011 U2UM11LjzLK - I Vr YM VY f z TiRMnNATERMANAC - 03EMT swalrAtff U& MW No. 5,x22,629, No. 5,707,527, No. WO, 1,40. ShN,576, AM OM US. AND FOREGNPATMISPWING SHM DATE DY - REMON 8'x 1-6'PRECAST STORMFIL TER 212 DETAILS AND NOTES STANDARD DRAWINO STORMWATER TSAIE PROJEC17NU: DRAWING F_r[xN'AM-E MANASEMENT INC, xxm SM6 IDWr. (800)548-4667 DESIGNED BY: DRAWN BY: in �/(k PROJECT C rEIR� 6"PLUSH 'OWT A-MTALLIC UTILITYMARKERS A TALL CORNFR50FIZVSTALLATION To AdARK FOR UTUMTYDETECTION nt 39" 12"A4W. TOALLOWSPACT FOR PROTER COARIACHOW - -- - - -------- ------- N.T.S. MT.& LIJ 01 U_ zi N,T.S. INLET PIPE DIANWrER VARIES LOW PLOW OUTLET PIPE ORIRCE PLATE THE STORMGATE, -TPLAN VIEW KALE: 4 -------- 4 CONE, OR FLAT TOP OP NAL A -r STORNIGATEIMIR SEE 4 1\ IF L PE ' E4 4 77± U14UT PI `THE ST-ORN4GATE StCTION VIEW SCAL& 141 4W "Li An OW FLOW PIPE OUTFALL CHAMBER (MADE OF RAINTANKS) RAINTANK T q�F WrT. OUTFALL PIPE U) WEIR & LOW W FLOW BARRIER Li. NCD > 15" CLEANOUT OBSERVATION POINT 0 z PLAN VIEW TO OUTFALL CHAMBER WATERPROOF A, N MEMBRANE1 i' T J, WEIR ELEV 98.28--. 2,50' 1 A2'7' W/ CLAMPS AS SHOWN' N USE 6" �ENGTH OF PIP �STUB INFLOW/OUTFALL PIPE ETAIL EV. .598-78 �WEIR EL 1.42 6/./LOW FLOW /jORIFICE INVERT /593.54 SECTION VIEW N.T.S. GENERAL NOTES- I LE MATMAL DIAWMER I I-) STORNIGATE BYSTORMWATFR MANAGROENT, INC., PORMWO, OREGON (800-3483• 7). OUTLET PIPE 1) ALL WATER QUALITY FACILITES REQUIRE REGUIAR MAINTENANCE 1,HNDAUM ANNUAL DWAETLR VARIES SHORT TME ORIFICE CALCULATIONS MINTFNANCE INCLUDES INSPECTION OF C(7MPOMENIS AND MIOVAL OF SEDIINIENTS. 9)&48 1 HDPE FOLLOW ALL LOCAL, STATE, & FEDIMAL SAFETY GUIDELINES. 0M7_B5TTA__T 3.) PRECAST CONCRETE MAjItHOLE CONSTRUCTED N ACCORANICE WITH-ASTN4 CS'.8 - 15" 4.) EXTERNAL PIPING AND COUPLINGS PROVIDED By 0 6. THE SET PRECAST WEIR WALL WITH 5-) FLEXI 8 LE COUPLINGS TO BE ISTr 26" OUTSI D F PACE OF WALL. FERNCO OR ENG IN= 2" x 2" ANGLE AND G'ROUT W APPROVED, PLACE BOTH SIDES ALL AROUND 6-) SEE PRECAST ST0&4jGATF DATA BLOCK FOR rvIANILOLE SIZE AT.,to JIM SET_qNG, T) CONTRACTORTO ADJUST WOR TO DESIGN RIEVA LION. -8.) wHEN simmG scREws ON Wm PLATE Do NOT Excpm s.o Pi LBS TouRQUEP. A SEAL WEIR WITH SILICONE SEALAINIT M -M MAL ADJUSPYIENT. STQR?vIGATEE2 DATA STORMGATE F 2 DATA INLET PIPE DIANWrER VARIES LOW PLOW OUTLET PIPE ORIRCE PLATE THE STORMGATE, -TPLAN VIEW KALE: 4 -------- 4 CONE, OR FLAT TOP OP NAL A -r STORNIGATEIMIR SEE 4 1\ IF L PE ' E4 4 77± U14UT PI `THE ST-ORN4GATE StCTION VIEW SCAL& 141 4W "Li An OW FLOW PIPE OUTFALL CHAMBER (MADE OF RAINTANKS) RAINTANK T q�F WrT. OUTFALL PIPE U) WEIR & LOW W FLOW BARRIER Li. NCD > 15" CLEANOUT OBSERVATION POINT 0 z PLAN VIEW TO OUTFALL CHAMBER WATERPROOF A, N MEMBRANE1 i' T J, WEIR ELEV 98.28--. 2,50' 1 A2'7' W/ CLAMPS AS SHOWN' N USE 6" �ENGTH OF PIP �STUB INFLOW/OUTFALL PIPE ETAIL EV. .598-78 �WEIR EL 1.42 6/./LOW FLOW /jORIFICE INVERT /593.54 SECTION VIEW N.T.S. READ ON WEIR AT PEAK PIM (ca) i IMAJDONWIR I LE MATMAL DIAWMER I UREFPTEM Imn NA NA NA j LLTSV PLOW OUTIa^T Fibsj601.n HvPE 15, BUM 15" 11"ArM El"AWN 60M Q)RIMEMAMN 6%M 1 SHORT TME ORIFICE CALCULATIONS Q=E� (2 )^4112.)) C-0132 9)&48 1 HDPE 1 0M7_B5TTA__T 15" -1 173 1 READ ON WEIR AT PEAK PIM (ca) =LANfliT G-. . EdLET PPE #1 544 HDPE IF P1�aL'Et PIPE 42 NA NA NA LOW now OL M91 9)&48 1 HDPE _15 - 'iiFd FLOW -MM. -T M 1 5m.13 1 mfs - 15" VAMIN lYEEi N LJLSAAEL�RVATION SHDRT 1`UVBUW1f_BCAL1UUL.A:I10Ns )1(1/2)) C=0.82 nA (FfA2) IMAWM(al) JA -O=a DATA 15" fl.23 THE STORMGATE VftR DETAIL -PLAN VIEW SCALE: N.T.S. EMBEDMENT ANCHORS (T`YP) PRECAST CONCRETE I THE SCALE: Wt"kLAIE STORMGATE ftIR DETAIL -SECTION VIEW A N.T.S. JOB: DESCRIPTION: DEBRIS BASKE'r DESIGN -Carson G#: 0154 MCKee BRACE, 2X2 STAINLESS ST PLCS NOTE: 01-1 (1) SUPPORT PLATE WILL BE MADE IN M\ 9O 1s MANHOLq MULTIPLE SEGMENTS TO FACILITATE ENTRY =+ THROUGH MANHOLE. BASKET FRAME THROAT GRATE jj 07 - BASKET WALL Q4 EXTRA DRAIN SLOTS (1/2'X4'),45 PLCS 23 8 HANDLES 2 TOP, I BO"170M 0.438 �41 C IL Ell D 16 CLE 1.5x3 PVC "n" i ENTIRE PERIMETER 4 M D STAINLESS STEEL 22 GALLON BASKET .063 --j 0 BASKET MESH PAGE I OF I DRAWN BY. BURDEN EcoSenseUoA DATE: 04-18-05 N.T.S. A/y I C EC . CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Straet Chaflottesviia, VA 22902 -979 434 -7622 www.rnckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH op ROBERT B. MCKEE NO. 7783 0 S G Revisions: COMMENTS 1,10/17/03 GC. 110/31/03 ACSA & CO./SIONT I COMMENTS 3.11/17/03 CO. COTMWNTS 6.12/8/03 CO. COM NTS 12.01/07/05 CO, COMMENTS 14.6/20/05 CO, CONDAENTS Scale: ASSIO WN Date: 6/20/05 Project Nva.: 0,219 Designed: MJK Checked: r M Revisions: COMMENTS 1,10/17/03 GC. 110/31/03 ACSA & CO./SIONT I COMMENTS 3.11/17/03 CO. COTMWNTS 6.12/8/03 CO. COM NTS 12.01/07/05 CO, COMMENTS 14.6/20/05 CO, CONDAENTS Sheet No.: 6 Scale: ASSIO WN Date: 6/20/05 Project Nva.: 0,219 Designed: MJK Checked: Sheet No.: 6 MANUFACTURER: GREENSCREEN LOS ANGELES, CA; 1.800.450.3494 CONTACT: JOHN SOUZA FINISH COLOR: GREEN (COMMERCIAL GRADE) VARIES 4' MAX. REFER TO GENERAL NOTES FOR MANUFACTURER'S SPECIFICATIONS; ASSEMBLY AND HANDLING INSTRUCTIONS. MOUNTING CLIP 5132A WITH 5136 SPACER CLIP / RING FOR PANEL JOINING, OPTIONAL. 5131 (PREFERRED) / 5130 2" THICK GREENCREEN PANEL; TYP. OPTIONAL PANEL EDGE TRIM 5104 / 5105 A SEE INSTALLATION 3 j TECHNIQUES THIS DETAIL MOUNTING CLIP 5132A WITH 5136 SPACER GROUND UNE i_%0CCK10n0CCRI AA/AI II U1 I1Alt'% IIA/11.1111 Aa 13AAIC11 01 AAlr1 1A1[►TA1 I A-rl^ lf% DETAIL, SECTION GREENSCREEN PANEL OR FAN TRELLIS 5113 MOUNTING CLIP WITH "S" UP CREATES 5/8" OFFSET FOR GREENSCREEN PANELS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS 5113 MOUNTING CLIP WITH "S" DOWN MOUNTS GREENSCREEN PANELS FLUSH TO SURFACE GREENSCREEN PANEL OR FAN TRELLIS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS 5132 WIDE MOUNTING CLIP WITH 5136 SPACER 1/2 " THICK X 1 1/2 " DVA. . PROVIDES FULL DEPTH SUPPORT FOR GREENSCREEN PANELS. GREENSCREEN PANEL OR FAN TRELLIS WALL HUNG INSTALLATIONS - SECTIONS SEE DETAIL FOR ACTUA LENGTH OF RAFTER DEI E 31 Ct NOTES: ALL WOOD SHALL BE STAINED D HUNTER GREEN, 2 COATS IF NEE! STAIN SAMPLE TO BE SUBMITTEC APPROVED BY LANDSCAPE ARCH PRIOR TO INSTALLATION BY CONTRACTOR ALL WOOD MEMBERS TO BE ROU SAWN PRESSURE TREATED SOUT YELLOW PINE, NO. 2 GRADE OR E ALL WOOD MEMBERS TO BE SEC TOGETHER WITH GALV. SCREWS ALL CONNECTIONS TO BE DADO DRY TO ENSURE NO SHRINKING 0 OCCUR IN FUTURE F-, PERGOLA YLHiV SCALE TAPER ASPHALT AWAY FROM FRAMES AND ANCHOR BOLTS ALTERNATIVE ENCASEMENT REINFORCE ENCASEMENT PER PAVEMENT LOAD POLYDRAIN NON-TYPI AL IN TALLATION #514AF D.I. FRAME AND ADA GRATE WITH ADJACENT PAVEMENT 5EU I ION, DETAIL t MENT :NESS " MIN. LANU5UAHE ARCHII ECT FOR CLARIFICATIONS AND QUESTIONS BRICK YYALL U tLtVA I ION N.T.S. N.T.S. tLtVA I I'UN PEGOLA POST PAVING PATTERIN N 29 F -- It Scale: AS SHO VI Date: 04/28/04 Project No.: at Designed: Sm Checked: SWE PERGOLA POST FOOTING DETAIL STONE; MATCHED TO EXISTING - WALL EMBEDDED INTO TYPE 'M' MORTAR;; WORK STONE AROUW) TRENCH DRAIN ANCHOR BOLTS ASPHALT PAVING, SEE DETAIL B 29 6" CONCRETE SLAB; 3000 PSII MIN. W/ #3 REBAIR. CONT., 2" CLEAR JTO 6" X 6" '10/10 WWF; MIN. 2" CLEAR, TYP. TH 3" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRA©E �STONIE BANDING , N.T.S. cn �= CORRUGATED MASONRY TIE ® (GALVANIZED STEEL) 7/8" WIDE X 7" LONG .. ry a - GROUT CAVITY WALL, 2" REVEAL ` NOTE: MASON TO DISCUSS o a ALTERNATIVE CAVITY WALL c" OPTIONS WITH L.A. o CONCRETE WALL BRICK AND MORTAR TO --► (DESIGN BY OTHERS) MATCH ARCHITECTURE a m SEE CIVIL DWGS FOR DETAILS a CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATIONS AND QUESTIONS ■ ! ! ��� CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATIONS .AND Q(JFSTION.q �o SCALE TRAIN VINE UPWARD ALONG STRING CUT PAVING PATTERN TO ALLOW FOR PLANTING AREA AT BASE OF POST. (OPTIONAL) OWNER MAY CONTINUE PAVING BELOW RISER PLATE IN PLACE OF PLANTS MULCH ,8AND/SOIL MIX WOODEN STAKE CONCRETE FOOTING; 3000 PSI WITH THREADED 3/4" 'J' ROD. PLACE (4) #3 REBAR; 2" MIN, CLEAR 6" VDOT #21 A WASHED STONE COMPACTED SUBGRADE ASPHALT PAVING - SEE DETAIL D +/- 1-5" 29 MATCH EX. WALL WIDTH ---` TRENCH DRAIN; SEE DETAIL ("J BRICK WALL Z� N.T.S. 31 SECTION N.T.S. N.T.S. NOTE: TIE/SECURE WALL TO FUTURE BUILDING (PAVILION VI). PREP GALV. WALL TIES IN ADVANCE HEAVY DUTY WWF (HORTZ. JT. REINF.) EVERY 6TH COURSE BRICK FACE SECTION TO MATCH ARCHITECTURE PATTERN BRICK AND MORTAR TO MATCH ARCHITECTURE BRICK END SECTION TO BE DOUBLE ROLOCK MASON TO DISCUSS OPTIONS FOR VOID FILLER WITH L.A. 8" CMU 4" CMU FINISHED GRADE 4" DRAIN TILE (CONT. TO DAYLIGHT) WRAPPED IN FILTER FABRIC AND SET IN VDOT #57 STONE 3000 PSI CONCRETE FOOTING W/ (3) #4 REBAR; 3" CLEAR, TYP, 3-4" VDOT #57 STONE AGGREGRATE SUBGRADE COMPACTED TO 95% MOD. PROCTOR .e%r ZA, W EE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd.. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ROBERT B. MCKEE NO. 7783 rd p �a NAL Revisions: t t� .r . • Revisions: 1.10/17/03 CO. +C014DAENTS Scale: AS SHO VI Date: 04/28/04 Project No.: 0219 Designed: Sm Checked: SWE 3/4"x3 -1/2"x1'-0" SPLICE PLAT AT POSTS 1-1/2"x1-1/2 WD. TRIM (TYP.) 3/4" EX GRADE PLYWOO (TYP.) ALL WOOD TO BE PRESSURE TREATED (POSTS FOR GROUND CONTACT), DRIED, PRIMED TO RECEIVE TWO (2) FINISHED COATS OF PAINT ON ALL EXPOSED SURFACES. PAINT COLORS (FLAT FINISH) TO MATCH AS INDICATED: 1. ALL LOCATIONS TO USE THE DARK CHARLESTON GREEN, CONTRACTOR IS TO MAINTAIN FENCING INCLUDING THE PROMPT REMOVAL OF GRAFFITI AND REPAINTING TO RESTORE APPEARANCE, ELEVATION OF GATE Cv 4'-0" PANEL WIDTHS 1-1/2" X 3-1/2" BASE AND CAP 6" TYP.01 3 -1/2"x3 -1/2"x10' 3/4" EXT. i -i/2" x 1-1/2" TREATED TREATED WOOD GRADE WOOD TRIM WITH MITERED POSTS PLYWOOD CORNERS PARTIAL PLAN DETAIL EMBEDDED POST 1' MIN. BRACED WITH DIAGONALS. STAKED AT GRADE WITH OR WITHOUT SANDBAG EIGHT AS REQUIRED. FOR UPRIGHT STRAIGHT FOR AROUND BUILDING AND STRENGTH. CONSTRUCTION ONLY SECTION THRU FENCE CONSTRUCTION FENCING -ALTERNATE PLAN, SECTION, DETAIL MANHOLE OR INLET TOP (SEE PLANS) 4' X 4' CATCH BASIN PIPE TO DELAWARE SAND FILTER INCOMING PIPE .� 4' G CONCRETE FLOW SPLITTER 32 DETAIL N.T.S. SEE PLANS FOR INVERTS, RIM ELEVATIONS AND PIPE SIZES �— SLAB TO COVER OUTLET SECTION IF Ill TOP USED; 2% MIN. SLOPE WEIR ELEVATION: 605 {E-1) 601.83 (F-1) PIPE TO DETENTION N.T.S ALL WALL STONE TO BE AS SPECIFIED IN CIVIL DRAWINGS CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATIONS AND QUESTIONS 1 1/2' BATTER 0 Z Q 0 --I ALL WEEP HOLES--, v SHALL BE RECESSED BACK FROM FACE OF WALL; SCREEN ALL OPENINGS; 3' O.C. CAP TO EXTEND FULL THICKNESS ALL JOINTS SHALL BE TYPE 'N' MORTAR AND APPEAR DRYSTACKED FROM BOTH 14" SIDES WASH (,9 a U Lu HEADER STONES TO EXTEND LLI 1/3 TO 1/4 OF WALL STONE WALL SECTION EL. 604.00 F Lu 9.5' EL. 603.00 _¢ o > 4" ORIFICE O WITH SCREEN EL. 594.00 20 ---H FULL WIDTH OF VAULT H DETENTION WEIR 32 DETAIL CMU W/ #4 REBAR EVERY 18" O.C. 4" DRAIN TILE (CONT. TO DAYLIGHT) WRAPPED IN FILTER FABRIC AND SET IN VDOT #57 STONE SUBGRADE COMPACTED TO 95% MOD. PROCTOR #4 REBAR EVERY 12" O.C.; 3" CLEAR MIN, 3000 PSI CONCRETE FOOTING COMPACTED AGGREGATE HD413 N.T.S. 4 -TA (1 PER POST) 4 POST TOTAL. POSTTO BE SET 5' O.C. IU MAI Chi EXCEPT WHERE NOTED IN THIS DETAIL. TRAIN UPWARD TO SET FIRST TWO POST AT BUILDING, OTHER SEE ARCHITECT FOR COVER TRELLIS TWO IN PATIO. RAFTERS AGAINST BLDG. SPECIFIC COLOR.F (OPTIONAL) SEE SHEET SHALL NOT HAVE END DETAIL; TYP. SEE DETAIL FOR 17 FOR SPECIES THIS PERGOLA SHALL BE STRAIGHT GENERAL SPECS: 31 DAX/11 IInlAI I C A 0-r CII M / A T1t-%F.I l 1 -r -M A # 111 r--I-r%r- Y -r-■ .>�-..... i 11111 ll 01 1 �l oil ELEVATION OF GATE Cv 4'-0" PANEL WIDTHS 1-1/2" X 3-1/2" BASE AND CAP 6" TYP.01 3 -1/2"x3 -1/2"x10' 3/4" EXT. i -i/2" x 1-1/2" TREATED TREATED WOOD GRADE WOOD TRIM WITH MITERED POSTS PLYWOOD CORNERS PARTIAL PLAN DETAIL EMBEDDED POST 1' MIN. BRACED WITH DIAGONALS. STAKED AT GRADE WITH OR WITHOUT SANDBAG EIGHT AS REQUIRED. FOR UPRIGHT STRAIGHT FOR AROUND BUILDING AND STRENGTH. CONSTRUCTION ONLY SECTION THRU FENCE CONSTRUCTION FENCING -ALTERNATE PLAN, SECTION, DETAIL MANHOLE OR INLET TOP (SEE PLANS) 4' X 4' CATCH BASIN PIPE TO DELAWARE SAND FILTER INCOMING PIPE .� 4' G CONCRETE FLOW SPLITTER 32 DETAIL N.T.S. SEE PLANS FOR INVERTS, RIM ELEVATIONS AND PIPE SIZES �— SLAB TO COVER OUTLET SECTION IF Ill TOP USED; 2% MIN. SLOPE WEIR ELEVATION: 605 {E-1) 601.83 (F-1) PIPE TO DETENTION N.T.S ALL WALL STONE TO BE AS SPECIFIED IN CIVIL DRAWINGS CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATIONS AND QUESTIONS 1 1/2' BATTER 0 Z Q 0 --I ALL WEEP HOLES--, v SHALL BE RECESSED BACK FROM FACE OF WALL; SCREEN ALL OPENINGS; 3' O.C. CAP TO EXTEND FULL THICKNESS ALL JOINTS SHALL BE TYPE 'N' MORTAR AND APPEAR DRYSTACKED FROM BOTH 14" SIDES WASH (,9 a U Lu HEADER STONES TO EXTEND LLI 1/3 TO 1/4 OF WALL STONE WALL SECTION EL. 604.00 F Lu 9.5' EL. 603.00 _¢ o > 4" ORIFICE O WITH SCREEN EL. 594.00 20 ---H FULL WIDTH OF VAULT H DETENTION WEIR 32 DETAIL CMU W/ #4 REBAR EVERY 18" O.C. 4" DRAIN TILE (CONT. TO DAYLIGHT) WRAPPED IN FILTER FABRIC AND SET IN VDOT #57 STONE SUBGRADE COMPACTED TO 95% MOD. PROCTOR #4 REBAR EVERY 12" O.C.; 3" CLEAR MIN, 3000 PSI CONCRETE FOOTING COMPACTED AGGREGATE HD413 N.T.S. 4 -TA (1 PER POST) 4 POST TOTAL. POSTTO BE SET 5' O.C. IU MAI Chi EXCEPT WHERE NOTED IN THIS DETAIL. TRAIN UPWARD TO SET FIRST TWO POST AT BUILDING, OTHER SEE ARCHITECT FOR COVER TRELLIS TWO IN PATIO. RAFTERS AGAINST BLDG. SPECIFIC COLOR.F (OPTIONAL) SEE SHEET SHALL NOT HAVE END DETAIL; TYP. SEE DETAIL FOR 17 FOR SPECIES THIS PERGOLA SHALL BE STRAIGHT GENERAL SPECS: 31 DAX/11 IInlAI I C A 0-r CII M / A T1t-%F.I l 1 -r -M A # 111 r--I-r%r- Y -r-■ .>�-..... ELEVATION ,ua v.v. - s vr�urut In. at GROUND COVER PLUGS Ift O.C. (e.g, PERIWINKLE PACHYSANDRA) v' SOD TURF COVER OPTIONAL SMALL OR MEDIUM TREES 20' O.C. P CALIPER SOD TURF COVER y� ...... ........ ...... ,.,. w,� . wi- Lcnr mown OPTION 2: TURF COVER NATIVEVNUG SEDGES PLANTEAND OR SEEDED WITH HW MULCH COVERED SOD TURF WITH £N CONTROL MATTING. COVER OPTIONAL SMALL OR MEDIUM TREES 14/ 20' O.C. V CALIPER L-- 50% SAND l 30% TOP SOIL / 20% LEAF MULCH EXAMPLES, REDTOP, BLUEJOIVT, TUFTED HAIRGRASS, BIRDSF00T-TREEFOIL, SWITCHGRASS, & WILDFLOWER MIX SUITABLE FOR CONDITIONS. OPTION 3- WILDFLOWER MEADOW BIOFILTER VEGETATIVE COVER OPTIONS 3` 32 / SECTION VIEWS —L., 1�)X IVIL I nL VRIV nrrr1kJA, 18 HIGH WITH 1- UPRIGHT FASTIGIATA EVERGREEN W/ LIRIOPE BELOW, EACH SIDE. URNS SHALL HAVE PRE -DRILLED DRAIN HOLES IN THE BOTTOM (OPTIONAL) PAVILION III, EAST ELEVATION ENTRANCE TREATMENT ELEVATION N.T.S. SOLID COVER GRATED COVER OPTIONAL FILTER FABRIC OPENII'VGS BET WEEN J.AA 2h CHAIMBERS ' dg FILTER FABRIC r UNDER SAND — ''� ��- WS --{ , �••-- WF A PERFORATED P UNDERDRAINS FILTER CROSS-SECTION UNDERWATER OPENINIG FROM SEDIMENT CENTER OVERFLOW WEIR TO STORM SEWER I-ILTER UNDERDRAINS CLEAR,/ELL CROSS-SECTION FIG. 3.12B-5 (FROM DOR VA STORMWATER MANAGEMENT HANDBOOK, VOL. 1, CHAPTER 3) DD_t)2U F DELAWARE SAND FILTER A N.T.S. 32 SECTION N.T.S. /Ire McIz\EE CARIE30A CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlattesvili% VA 22902 434-979-7522 Www.mckeecarson.com MoKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. o ROBERT B. MCKEE� NO. 7783 Co K_,_IOIVAL Revisions. 1,10/17/(}3 CCI. Ci�JtiflMEl�,t"I'S 2.10/31/03 ACSA & CO./SW1Vi COI4IlVSENTS'� 3.11/17/03 CCI. CC9NIIYIEi�TI'S 6.12/8/03 CQ. COLTS i • i Revisions. 1,10/17/(}3 CCI. Ci�JtiflMEl�,t"I'S 2.10/31/03 ACSA & CO./SW1Vi COI4IlVSENTS'� 3.11/17/03 CCI. CC9NIIYIEi�TI'S 6.12/8/03 CQ. COLTS i