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Home My WebLink AboutSUB201700097 Plat - Submittal (First) Preliminary Plat 2017-06-08OWNER: Sheet Number 05600-00-00-01300 1 COVER AND LAYOUT PLAN MOYER, JOANNE L G FAMILY TRUST, l . LA SF i ? r RICHARD W MOYER ETAL TRUSTEES 4 l BALLARD FIELDf C/0 CATHERINE WILLIAMS 226 WEST VALLEY ROAD 4 STRAFFORD, PA 19087 APPLICANT MR. ZOBRIST LA z,8 65F BA 7;:o8g SF PO BOX 669 CROZET, VA 22932 ENGINEER: ADAM LONG l LOT 6 165 BROOKWOOD DRIVE CHARLOTTESVILLE, VA 22902 b ` ,. Lk. 540)271-3022 TAX MAP NO.: 3 1 05600-00-00-01300 (DB 1671 PG 592) TOTAL PROJECT AREA: 27.23 ACRES TOTAL ZONING: R-2 CLUSTER DEVELOPMENT PROPOSED USE. 35 SINGLE FAMILY DETACHED UNITS REQUIRED DENSITY- MAXIMUM ALLOWED UNITS = 2 DU/ACRE = 54 UNITS PROPOSED DENSI TY- 35 DU/27. 23 AC = 1.29 UNITS/AC OPEN SPA CE. REQ: 6.80 AC OF DEVELOPMENT AREA (259); PROV.14.81 AC (549) OPEN SPACE A'• 0.37 AC OPEN SPACE 'B'- 0.34 AC OPEN SPACE 'C'.- 14.10 AC THE OPEN SPACE WILL BE DEDICATED TO THE HOA. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35' SETBACKS: FRONT- 5' MIN AND 25' MAX 18' MIN. FOR FRONT LOADED GARAGES) SIDE. 10' BUILDING SEPARATION REAR: 20' MIN AND NO MAX SUBDIVISION STREETS: CURB & GUTTER (PARKING ON ONE SIDE ONLY) WA TERSHED: LICKINGHOLE CREEK AGRICULTURAL/ FORESTAL DISTRICT.' NONE TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY INFORMA77ON PROVIDED FROM A COMBINATION BOUNDARY WORK BY ROUDABUSH GALE, LINCOLN SURVEYING, AND COMMONWEALTH SURVEYING. TOPO PROVIDED BY AERIAL SURVEYS FROM BELL SURVEYS AND FROM COUNTY GIS AERIAL SURVEY INFORMATION. TOPO WAS VERIFIED IN THE FIELD IN MAY, 2017. DA TUM: NAD 83 EXISTING VEGETATION. PARTIALLY WOODED LIGHTING: NO LIGHTING IS PROPOSED PHASING: SITE TO BE DEVELOPED IN ONE PHASE. RECREATION: NOT APPLICABLE/NOT REQUIRED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAYS BUILDING SITES. PARCELS 1-35 MAY NOT BE FURTHER DIVIDED. ONLY 1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL Sl TES. • NONE STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X WITH AREAS OF ZONE AE. THERE IS 100 -YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCEL, PER FEMA MAP 51003CO2290 & 51003CO237D; FEBRUARY 4, 2005. STREAM BUFFERS LOCATED ON THE PROPERTY. SEE PLAN FOR LOCATION. OFFSITE DISTURBAN E. NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE T/E-/,V CONNECT70N TO BROOK VIEW ROAD. ALL THE LAND DISTURBANCE IS PROPOSED WITHIN THE EXISTING RIGHT OF WAY OF BROOK VIEW ROAD FOR THE ROADWAY CONNECTION. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. LAND AREAS: OPEN SPACE. 14.44 AC. (539) LOTS 10.62 AC. (397) ROW DEDICATION: 2.17 AC. (87) BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. GENERAL NOTES: 1. IMPERVIOUS AREA: 4.15 ACRES (15%) ROADWAY= 6o,zoo SF (1.38 AC) SIDEWALK/DRIVEWAYS=15,750 SF (0.36 AC) BUILDINGS=1o,000 SF (2.41 AC) z. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 210 WERE USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS ADT RATE - 9.57 VPD PER DU = 335 ADT (167 ENTER/168 EXIT) AM PEAK IRATE - 0.75 VPH PER DU = 26 VPH (7 ENTER/1g EXIT) PM PEAK RATE -1.o1 VPH PER DU = 35 VPH (zz ENTER/13 EXIT) 3. THIS SITE CONTAINS PRESERVED SLOPES AS SHOWN ON THIS PLAN. 4. ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 5. NOON STREET LIHTING IS PROPOSED WITH THIS PLAN. 6. THIS PROPERTY ISGNOT LOCATED WITHIN A DAM INUNDATION ZONE. 7. THERE ARE NO KNOWN CEMETERIES OR PLACES OF BURIALS ON THE PROPERTY. 1t N\ J TMP 56=13 m PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT TMP: o55Eo-02-oo-000Ao OWNER: MARCH MOUNTAIN PROPERTIES, LLC ZONING: R-6 ACREAGE: 11.29 AC DB/PG• o z/z ALBEMARLE COUNTY, VIRGINIA PROJECT SITE 4 4 til/ ! `` f t ! i ^ / o OPEN SPACE'A'. X 0.3) AC) 23 GXP C 15N o INT R FRSTATE r LOT$.. \ LOT t 33 fLA15,1 SE 1 , o ` 1BA'. 6 332 SF 11 BA 8,212 S; `, '. \. ' L-3 rt LO Tzo ® VICINITY MAP LA ii 8o S F ` BA,94 s — J _ ! SCALE: 1 — 2000VDOTSTD. CG -6 (TYP.) ! Sheet List Table Sheet Number Sheet Title 1 COVER AND LAYOUT PLAN OLD TRAIL j l . LA SF i ? r 4 l BALLARD FIELDf BA: 6x326 SF 4 LOT 1i LA z,8 65F BA 7;:o8g SF l LOT 6 I I b ` ,. Lk. 3 1 RAo?7 Sheet List Table Sheet Number Sheet Title 1 COVER AND LAYOUT PLAN z EX. CONDITIONS AND DEMOLITION 3 LAYOUT, UTILITY, & DRAINAGE PLAN 4 NOTES & DETAILS 5 STORMWATER MANAGEMENT PLAN H 07, ADAM M. LONGI H Lic. No. 047250,1, ZONAL E t! n JUNE 8, 2017 ffid-wim MCI 1fJ SHEET 1 OF 5 H 0 A GENERAL NOTES: 1 FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO229D & lz51003CO237D. SEE THIS PLAN FOR LOCATION. til2. STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. SEE THIS PLAN FOR LOCATION. FY THE N= 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERI AD AM M. LO EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL 0 ULic. No. 047250, SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE _v_ CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF OACONNECTIONOFSANITARYSEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES, THE CONTRACTOR SHALL 10NAL S FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY L 4. CONTRACTOR SHALL VERIFY SIZE, PUBLIC UTILITIES SERVING THE PROJECT SITE. TYPE & LOCATION OF EXISTING WATER LINES ON THE SITE, L Z, Kx4 hl a 233-49, iS69 26" < 53"W 1 82 0 0 F -.q u u LLJ zW f-. IV o 0, J j 04" '4351 WS590 EXISTING ioo'STREAM BUF TYP) 44 37' 32 FER W49274S2 EXISTINGASPHALT 80 0S0 lw41F -J/ 42 2 z DRIVEWAY TO BE REMOVED LLJOLDTRAIL0 C) BALLARD FIELD EXISTING TREELINE W /* S480!L8'39,/ N1826' 80 44', 40"W 21-431 6' 0 N30'32'39"W LL W (b?' 17-71.' S66' 4z zu 93 EXISTING SPOWELLN8w724 (J9 I , I CREi2oi- I EKN 18"WN73' 04 S52'30'1 36.55' 72-1 213 1"W OF EXISTING TREELINE 77\ 1 56"W > /s 0 WS034020 STEEP SLOPES (TYP.? EDEXISTINGMANAG 21.3' EXISTING 20'WATERLINE EASEMENT D.B. 2886, PG. 134 OD EXISTING 12" DI WATERLINE- I OWNER: 0 STEEP SLOPES (TYP.) MQYER, JOANNE L G 0 TMP: o5600-oo-oo-m oEXISTINGPRESERVED, 3 0 FAMILYTRUST ZONING: R U ACREAGE: 27.23 AC DB/PG: 167;L/592 EXISTING PRESERVED S 11W STEEP SLOPES (TYP.) 10 14 54 6o 4 C:) ioo-YEAR FLOODPLAIN (TYP. 00 0 00000 0 n-, 0 ---- -- < WQ, 4 50 uj 3i W STEEP SLOPES (TYP.) S100 14'47" EXISTING PRESERVED 76' S10' 14'44"W 10-43' 0 ES85* 10'17 14-74' S851 io'q!, E 3-0-43' EXISTING 20'SXNITARY SEWER EASEMENT S3_ 46'59"E D.B. 2696, PG- 725 56' EXISTING PVC9543.21' SANITARY SEWER co EXISTING lob STREAM BUFFER (TYP.) L S;620 54 11E13 20.87' .0 9 D S75005 I 32"E 80.66'1 047crk840_Q6L5 N79 0 E4 ----- - ---- I\184 32 oo"E _M8910 32'35"'E -4'.6 LnS6 9 E ED & MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. 00 a NOT . PRESERV EXI no ERIFY THE LIMITS OF 7HE 257. SLOPES ALONG - ----- THE FINAL SITE PLAN TO V CR,E.E 27- THE EDGES OF THE PRESERVED SLOPES ANY PRESERVED SLOPE AREASN27i STING ii ------- PORTIONS OF THE PRESENVED SLOPES WILL BE FIELD SURVEYED PRIOR TO LICKINGHOLE N61* THAT ARE MODIFIED DURING THE FIELD SURVEY VERIFICA TION PROCESS ED AS MANAGED SLOPES ON THE PLANS. 79.0 1 27"E- SHALL BE UPDATbENCHMARK--T0P_OF MAL34 -o6' 0 — ----- ELEVATION 6-21-3OD TAX MAP PARCEL OWNER ZONING ACREAGE DB/PG A 056,00-00-00-01200 SAZ, LLC R-2 27.58 AC 2898/219 B 0500-00-00-013130 MOYER, JOANNE LG FAMILYTRUST R-2 0.26AC 1671/592 JUNE 8, 2017 C 1056)A2-01-00-003AO MOYER, JOANNE LG FAMILYTRUST R-2 0.25 AC PHIC SCALE' GRA' D 056)00-00-00-04100 MOYER, JOANNE L G FAMILY TRUST R-2 0.52 AC SC A 0 40 80, 160 320 E 056100-00-00-013AO CROZET CEMETARY ASSOCIATION C/O FRANCES WITT R-2 0.47 AC 306/19380 LE 2,33'49' 7 0 TF05600-00-00-014AO CROZET CEMETARY ASSOCIATION C/O FRANCES WIT R-2 0.57 AC 306/193 G 05600-00-00-014DO THE CATHERINE M WILLIAMS TRUST R-2 5.00AC 4644/171 1 =60' IN FEET) H 05SEO-01-00-000HO COUNTY OF ALBEMARLE NIVID 36.17 AC 00-OOOBO COUNTY OF ALBEMARLE R-6 2.77 ACI05SEO-02 SHEET 2 OF 5 J 05SEO-02-00-OOOAO MARCH MOUNTAIN PROPERTIES, LLC R-6 11.29 AC 4042/253 1/inch 89 ft. PAH 0 ADAM M. LONG 0 L) Lic. No. 047250-',-, Mto ON EXISTING FIRE 0 Cn I m n 75 k -- JUNE 8, 2017 90TWOM m1mul SHEET 3 OF 5 GWNZ'R14L CONSTRUCTION MOTES FOR STR-FZTS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THECONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIA TE END TREA TMEN IS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, 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. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH ,AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. 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. 9. ALL SIGNS OR OTHER REGULA TORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER 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. 11. 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. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -GAF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS 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 ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL', SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED„ AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE lS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE': --CLASS W. 9. ALL' EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TON MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BOAD NOTIFS' 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 CONSTRUCTION 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 WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENG/NEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE.• 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 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 TRANSPORTAION 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 VEMENT.• 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE ,PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 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. 7. 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 WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION 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 STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPOR TA TION MA Y BE LOCA TED WITHIN THE STREETS RIGHT OF WA Y. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR 1S RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR'.STATE MAINTENANCE. ACCESS EASEMENT) EffERGENCY-4676YZSS j?OA O STREET SUCTION 1 4 "-2" SM -9.5A SURFACE COURSE 3" BM -25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #2113 DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UINDERDRAINS COMPACTED SUIBGRADE ASPHAL T PA VING AM PEAK: PM PEAK: ROADS EMERGENCY ACCESS NO SCALE R%W CONCRETE SIDEWALK 26 VPH (7 ENTER/ 19 EXIT) 35 VPH (22 ENTER/ 13 EXIT) 1 1' 12.5' TRAVEL LANE) 5' MIN.) 4" CONC. 3000 psi MIN. ter• ,. . . , / 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE POINT OF CIL /^ FINISHED GRADE JO' FIC -FIC 54' PRIVATE ROAD RIK 1/4':• I' 12.5' TRAVEL LANE) CG -6 CURB & GUTTER TYPIC,4L STREET SECTION - 674' PUBLIC ROAD BROOK YIE'JY ROWD, BROOK VIE9Y LANE' A.WD BROOK VIE7Y COURT) 25 a!Pfl DESION SPffEO NOT TO SCALE NOTE'• PARKING ON ONE' SIDE OF THE ROAD ONLY, AS -VENOTED IYITII NO PARKING' SIGNS CG -6 0 CURB & GUTTER PLANTING STRIP u 6' H 2.5 1 1' 12.5' TRAVEL LANE) 5' MIN.) 4" CONC. 3000 psi MIN. ter• ,. . . , / 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE POINT OF CIL /^ FINISHED GRADE JO' FIC -FIC 54' PRIVATE ROAD RIK 1/4':• I' 12.5' TRAVEL LANE) CG -6 CURB & GUTTER TYPIC,4L STREET SECTION - 674' PUBLIC ROAD BROOK YIE'JY ROWD, BROOK VIE9Y LANE' A.WD BROOK VIE7Y COURT) 25 a!Pfl DESION SPffEO NOT TO SCALE NOTE'• PARKING ON ONE' SIDE OF THE ROAD ONLY, AS -VENOTED IYITII NO PARKING' SIGNS 1 Ln CONCRETE SIDEWALK RIW n PLANTING 7STR/P SCALE AS SHOWN SHEET 4 OF 5 0 m u H TOP OF4" 2" R7 n,- CURB e - <. Iu 6„ d e d e a4 W e G 7" p O. Qe ... 4" LLI MINVTr cl 1, 6,a 2, STANDARD CG -6 DOT #57,#68, OR #78 EL Q STONE BASE UNDER CURB CURB & GUTTER CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 1 Ln CONCRETE SIDEWALK RIW n PLANTING 7STR/P SCALE AS SHOWN SHEET 4 OF 5 Project Name: P TMP 56-13- Prelirnitiary SubdivisionPlat Summary of Phosphorous Removal Compliance: Total Phosphorous (TP) Load Reduction Required: 8.30 lbs/yr. TH 0 ADAM M. LONGI Lic. No. 047250,'t, ORAL Annual Rainfall (inches) 43 rTarget Rabifall Event (inches) 1.00j' Total Phosphorus (TP) EIVIC (mg/L) 016 Tot 1VNitrogen JN) EIVIC (mg/L) Forest/Open Space ASolls 0.02 0.03 C50ills 4 DSolls 0.05 Managed Turf 0,15 0,20 0. O.22 0,25 Impervious Cover M5 0.95 0,95 0.95 P X 7 I I M 0 Ln I MI SHEET 5 OF 5