Loading...
HomeMy WebLinkAboutSUB200300262 Plan - As-built 2020-06-29iD Fi4nal Pri4vate 'i'x'oad As"-ImJDul"It Plans PREPARED BY: �tizx of T �j DLX �j Dr\1 A Y/-S-t-ie-v en L.Drive ENGINEERING Lc. No. 001866 AND LAND SOLUTIONS � ,Z/1,Z/,Z0 s,_ CIVIL ENGINEERS PLANNERS ]LAND SURVEYORS S uPR, 415 4th STREET, NEE C]H ARLOTT ESVIL ,E, VIRGINIA 22902 PH. 434-244-0600 FAX 434-975-0900 DATE,: 02-12-20 GENERAL NOTES,: PROJE DATAC: GENERAL ROAD CONSTRUCTION 17. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OWNER/DEVELOPER: THE ROCKS LLC INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 1340 STONY POINT ROAD 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL 1. ROAD CONSTRUCTION THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE INFECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INFECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) CHARLOTTESVILLE, VA 22901 RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. PIPE IS TO BE USED, THE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 2. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR 2, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY 18. PROVIDE END SECTION OR HEADWALLS ON CULVERTS AS SPECIFIED. PLACE CULVERTS IN STREAMBED WHEN POSSIBLE. LENGTHS OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL SPECIFIED ON CULVERTS INCLUDE END SECTIONS. GOVERN. 3. DEVIATIONS FROM OR CHANGES TO THESE PLANS ARE EXPECTED. SEE CORRESPONDENCE WITH COUNTY ENGINEER DATED 6/13/05 AND 19. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE WAIVER APPROVAL CONDITION. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR THE REQUIRED SIGHT DISTANCES. MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR 20. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND 4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 21. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF THE ROADWAY BEFORE PLACING EMBANKMENT. 5. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES 5. EROSION AND SEDIMENT CONTROL MEASURES SUBMITTED ARE BASED ON TYPICAL ERODIBLE SOIL MATERIALS. AS CONSTRUCTION 22. OUTFALL DITCHES SHALL BE GRADED AS NECESSARY TO PROVIDE A MINIMUM SLOPE Of 1% FROM OUTFALL AT CULVERT TO EXISTING DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE COMMENCES AND ROCK CONDITIONS ARE DETERMINED, FIELD REVISIONS WILL BE MUTUALLY DETERMINED BETWEEN CONTRACTOR AND GRADE IN EXISTING SWALES. ENGINEER. COUNTY STAFF. 23. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFACE. THE PIPE SHALL BE MIN. 6" 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS DIAMETER AND CONFORM TO VDOT STANDARDS SB-1. OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD SUBGRADE SOIL CBR OF 5 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN 24. UNLESS OTHERWISE NOTED. THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ALL PAVEMENT RETURN RADII AT INTERSECTIONS ARE 50 FEET. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ALL PAVEMENT RETURN RADII AT CUL-DE-SACS ARE 35 FEET. ENGINEER". 7. MAXIMUM FILL AND CUT SLOPES IN SOIL SHALL BE 1 1/2:1. ROCK CUT SLOPES MAY BE STEEPENED TO 1/2:1 WITH STABLE ALL RIGHT-OF-WAY RETURN RADII AT INTERSECTIONS ANd CUL-DE-SACS ARE 35 FEET. PROJECTIONS ALLOWED. ALL CUL-DE-SAC PAVEMENT RADII ARE 45 FEET. 7. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE ALL CUL-DE-SAC RIGHT-OF-WAY RADII ARE 55 FEET. CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 8. GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 25. DEPTH OF DITCHES SHALL BE INCREASED AS REQUIRED IN A TRANSITION BEGINNING 20 FEET UPSTREAM OF CULVERT: THE DITCH SIDE 8. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, SLOPES MAY BE INCREASED TO A MAXIMUM OF A 2:1 AT THE CULVERT. REGRADED, AND RESEEDED. 9. WHERE RURAL CROSS SECTION ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 26. ALL ROAD CULVERTS TO BE CONTECH HEL-COR ALUMINIZED STEEL TYPE 2 CORRUGATED STEEL PIPE (ACT-2 CSP). FLARED END 9. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR 10. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF SECTIONS MAY BE ELIMINATED IN ROCK CONDITIONS SUBJECT TO REVIEW IN FIELD WITH COUNTY. THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 27. ALL DRIVEWAY CULVERTS TO BE 12" CMP, MINIMUM LENGTH 24', UNLESS NOTED OTHERWISE. 10. IN ACCORDANCE WITH SECTION 19.3-9.2 OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDIMENT CONTROL PLANS FOR 11. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION SINGLE FAMILY DWELLINGS WILL BE REQUIRED IN ALL LOTS. STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 28. THE MINIMUM HORIZONTAL RADIUS FOR CHANNELS IS 25'. CHANNEL JUNCTIONS SHALL USE A 30 DEGREE OR SMALLER ANGLE BETWEEN JOINING CHANNELS UNLESS AN ALTERNATIVE DESIGN IS APPROVED BY THE COUNTY ENGINEER. 12. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. 29 EC-3 TYPE A MAY BE ELIMINATED IN ROCK CONDITIONS, SUBJECT TO REVIEW IN FIELD WITH COUNTY STAFF. 13. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING VIRGINIA MANUAL FOR UNIFORM ORDINANCE AND MANUAL" AND THE LOCATIONS OF ALL SIGNS ARE TRAFFIC CONTROL DEVICES SHOWN ON THE PLANS. THE SPEED LIMIT IS TO BE POSTED AT 15 MPH. 14. ROAD PLAN APPROVAL 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. 15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 16. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. LEGEND VICINITY MAP SDI ANDAIRDS AND SPECIFICATI®ITS ]REVISIONS APPIDIN.®VALS W I"= 2000' 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, 1994. WATER LINE (EX. / PROP.) BOUNDARY / RIGHT-OF-WAY LINE WV& WMO WATER VALVE / METER I.F. IRON PIN FOUND FHA I.S. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, 2001. PLANNING FIRE HYDRANT IRON PIN SET YH-6- YARD HYDRANT SETBACK LINE EXIT EXIT BOA® INTERSTATE 64 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, BLOW -OFF ASSEMBLY EASEMENT LIMITS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE ZONING COO CLEANOUT CONTOUR LINE (EX. / PROP.) MH MANHOLE �--3: 1- �-2.507 DEGREE / DIRECTION OF SLOPE Tp cy SD- STORM LINE (EX. / PROP.) 479.70 + SPOT ELEVATION 36 R�E.1 ENGINEERING I STORM INLET HP HIGH POINT SHEET INDEX YD Z YARD DRAIN LP LOW POINT DSO DOWNSPOUT DITCH / SWALE COVERSHEET BUILDING CODE G GAS LINE (EX. /PROP.) WATER COURSE MASTER ����� ���� GVO GM O GAS VALVE / METER BM* BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB ]PLAN Q& PROFILE, yLE, STA 9+00 TO 23+00 UGE UNDERGROUND ELECTRIC (EX. /PROP.) CG-6 CG-12 VDOT STD. CURB & GUTTER VDOT STD. HANDICAP RAMP ��� q PLAN & PROFILE, STA 23+00 TO 3 / +00 4 ]FIRE SAFETY PPO POWER POLE HC HANDICAP PARKING SYMBOL �cP LP_�' LIGHT POLE DIP DUCTILE IRON PIPE GUYS GUY WIRE RCP REINFORCED CONCRETE PIPE ACSA EM o T❑ ELECTRIC METER TRANSFORMER CMP PVC CORRUGATED METAL PIPE POLYVINYLCHLORIDE PIPE 1l LL LL�e SITE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE AlE3GPIITIECTI_TI3A]L, REVIEW, BOARD UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TAYLOR'S GAP TBS TO BE SAVED SHEET I OF 4 J.N. 0401 / / / oa°r,�,t+t , Ar 66�T G`rT 6Q i s'a�9T �d`�. T T2SOpAF`Q` sscq� FQ'9�F"T FOR SALE SIGN BEGINING OF B"SF PHASE 1 AS -BUILT STOP SIGN J GATE POSTS 1, - 39.04 LF OF 12" CMP @ 13.32% INV IN=1215.E INV OUT=1210.4 41.50 LF OF 15" CMP \ \ @ 5.06% I INV IN-1199 9 29.98 LF OF 15" CMP INV OUT=1197.8 @ 7.67% )1) INV IN=1127.3 ` £ INV OUT=1125.0 — S� P-9 �D 41t PlnnA, As jDui DATE: 02-12-20 LOT 53 SEC. 2 ROSEMONT TMP 74-73 HALEY CHISHOLM AND MORRIS, INC D.B. 913 P. 393 D.B. 1250 P. 666 PLAT END OF PHASE 1 AS-BUILTS RoOr 9�'� Wis2 ;� �p�P" 10 As, A s 4, 66, AST 30.98 LF OF 18" CMP / ���1/l�lll/lllllllll llllll�l , // @ 2.26% / INV IN=1152.9 INV OUT=1152.2 llllllllllllllllljlll %/� Ill lll/ 1 ; r, ,ill / / IlllllIlllj/l1/ I III I1\ll II I 111�1 \\ \�� RIPR�iq�A�\\\\\\ / IIIIIII Ill /lI /�l� I 1v-\I\\\\\fit' A \\ \ \ / IIIIIII II_ga _ I1111 \\\11 \,\I R�\\\ 41 /� \\1\IIII\ Ell��illll 113 t 3\ 2,� END OF PHASE 1 \ r53 \ \ \ \\\ \\\'_°• AS-BU I LTS 48.0E LF OF 18 CMP INV IN=1109.5 \\�\`--\\\�\\ \ \\ \ \ l\ �, � \ INV OUT=1098.1 ��� \�\ \\\\\ \\\\�\, \� \ \ \ \\\ \ \ _ f ,11111 I11 I Ill \ m 1 N\\\\ \�\ ,yss° I I sy I I� 11 Igl l 1 \\ \ \ \ _ \ \\\,z\\\ \\� 3 � ,2°��/,\���� A9� v v /0M I 4/1��///�//� l WOODEN PRIVATE PROPERTY / '//�j GUARDRAIL, TYP. SIGN tl /. EARLYSVILLE, VA. 22936 D.B. 913 P. 393 Al as (fl!�a,t �O 10- \ \\ \ \ \\ \ GRAPHIC SCALE 100 0 50 100 200 400 TMP 74-18C, 18C1, 18C2, 18C3 THE ROCKS, LL.C. 1340 STONY POINT ROAD CHARLOTTESVILLE, VA. 22911 kF D.B. 2453 P. 213 D.B. 1712 P. 494 D.B. 2435 P. 366 D.B. 1112 P. 492 D.B. 2435 P. 360 D.B. 1712 P. 489 PLAT �k605ry / D.B. 2435 P. 354 D.B. 1663 P. 246 TMP 74-74 HALEY CHISHOLM AND MORRIS, INC \ PO BOX 550 \ EARLYSVILLE, VA. 22936 / D.B. 913 P. 393 — — / PFTM ��3 W 74--18C EX. LOT 1 ( IN FEET ) 1 inch = 100 ft. GRAPHIC SCALE 100 200 ( IN FEET ) 1 inch = 100 ft. 101:I 11� I� .� ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS ERS LAND SURVEYORS 415 4th STREET, NE CHARLOTTESVI LLE, VIRGINIA 22902 ]PK 434-244-0600 FAX 434-975-0900 P"TH OP f Steven L. Drive Lic. No. 001866 SUR" � SCALE: 1=I00 ISSUED: 2-15-05 DRAWN BY- ERF REVISIONS: 1. 6-13-05 GENERAL REVISIONS 2. 1-27-06 GENERAL REVISIONS 3. 5-19-06 GENERAL REVISIONS 4. 6-12-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEE� J.N. 0401 OF 4 1230 1220 1210 1200 1190 1170 1160 1150 1140 9 /PO oso' S 996A�F �O s°,o �0 C, ,p/L Fss F 6'VA`q 'S � N34° 54 p4 16 \ -38.93' - R=1 0.OI10 FOR SALE SIGN � I I \ I v\ BEGINING OF N PHASE 1 AS -BUILT STOP SIGN / kTE POSTS _-1 -1 / 2 5(5% spr'p, 40' R/W 1.5" SM-9.5A ASPHALT 20' PRIME COAT / 6" #21A AGGREGATE / COMPACTED SUBGRADE 1":V 2 f- proo°oor ° 000°000°°oo°°oo°° o°°o°°°°°°o°° o' ° pO pO ° -_ 3 1 1�2 ` 0 00 00 00° 0 opOoopOoo \` 1 OUT DITCH, DE 2 SY RIP RAP, > I, 18" DEPTH =1LTER FABRIC W/GUARDRAIL) (6' W/GUARDRAIL) - " CROWN SLOPE TO BE INCREASED TO 3/8"A' WHERE - - - - �� \� "o�\ 39.04 LF OF 12" CMP @ 13.32% ROAD GRADE EXCEEDS 12%' IN SOIL CONDITIONS. MIN. SIDE SLOPE IN ROCK INV IN=1215.E CONDITIONS SHALL BE 1/2:1 WITH SOME STABLE ROCK -= 1O / 4� 8 �\ INV OUT=1210.4 � OUTCROPS. a PORTION OF STREET SERVING MORE THAN 5 LOTS 9+00 ( TO 36+00) MAY BE REDUCED TO PROVIDE A 14' / _ _ _ _ _ _ - \ E \ \ \ \ \ \ ' 2 A i� � _ _ � EC-3, TYPE A � � � � � � R=600.00' M \ \ p PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE r"xEXISTING CULVERT LOCATIONS: 9+00 TO 12+50, 17+30 TO 21+00, AND 24+00 �_' _ w `� \\ - \ `�� T 1 \ \ \\ TO31+50. 110---�--1 I ��� D i/ b 2' SHOULDER WIDTHS TO BE DETERMINED AND USED BY FIELD ENGINEER. w- \ --_------- ` / / w TYPICAL STREET SECTION / ///// - - \� 1 �� ///i// ---��� \-- z _ ----_- --�� \ NOT TO SCALE / / // �� / ��gro / / /// / �i/�_ ----- --- - J-- -♦ I I I I NOTE: LARGE VEHICLE PASSING ZONES, IN ADDITION TO// / / x I THE PRIVATE ENTRANCES AND CURVE WIDENING AT / / / - - / / /// / - -- �o� STATION 28:50, WILL BE CONSTRUCTED TO PROVIDE AN 18' 29.98 LF OF 15" CMP / j j j// / / /� / \ I / / / / / j/ - p PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE LOCATIONS: 15+00 LEFT, 22+50 RIGHT, 34+00 RIGHT, 38+5 @ 7.67% LEFT, AND 46+50 LEFT OR RIGHT. INV IN=1 127.3 INV I w / 41.50 LF OF 15" CMP / @ 5.06% / / INV IN=1199.9 \ EC-3,TYPEA / // INV OUT=1197.8 ` --_-------- \ I I , - - - - - _ -At -p NJ 1111141 DATE: 02-12-20 OUT=1125.0 e \ I Imo• / /// / R=200.00' \ \ A=27.05' \ 0=7°44'59" EC-2 14.52 WOE-� =42 °02 �/ 6,\ t'\S� GRADE Al DITCH 13+ 0 .5// //EC-3,TYPE A / // //',/// / WOODEN / GUARDRAIL, TYP. // E/ / / / / / ' �' PRIVATE PROPERTY // / Vi2666 SIGN �( y�oll elL / /i� P E�IO1yS VDOT . ��95 GRAPHIC SCALE / I 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. \ A) 12301.1 PVI STA = 18+50 PVI ELEV = 1113.70 \S'�Y A = 4.06 K =-20.19000 �O'9Q 12201140 100.00 00, VC PVI STA = 19+ 0 o = PRO DOSED GRADE - C ENTERLINE �\ o � K = 10.6918 \ EXI TING GROUND- CENTERLINE + o+ 100.0000' VC EXI TING GROUND - 2 ' LEFT 12101130 J \ > a LU j � o o 0 LP ELEV LP STA = 1078.59 = 22+48.16 � \ PVI STA = 13+50 PROPOSED CUL) IERT #1 \ � _ oC:) w r F'Kul'u ED GRADE - CENI ERLINE PVI S PVI ELEV A = 22+60.50 = 1066.94 Q PVI ELEV = 1163.70 1200 1120 a U J A = 4.5 CL EXISTING EXISTING GROUND - CEN GROUND - 20'LE RLINE T s6o� O p) o EXISTIN GROUND - 20' RI HT 30 .0000' VC EXISTING CULVERT o \ 100.0 0' VC + o o 11 1110 a O \ o \ U co o \ a 11801100 \ C) LU `Z4 ll IZ \ O ,:S�o \ CD00 CDLO o 11701090 a W d �A601080 )70 N O 00 M t` O N aD (O . O N M N O r1_ . O (0 Lf) O M O M M O N co . O r r1_ N O W r1_ M N . O N r1_ (O Lf) . O r1_ (O r� Lf) . M N M O M N . L() r 00 O i` Lo 0 O (O L0 N . O O� L() M N r� OM O O O co W OM O Lf) O M r� L6 �M 00 O ti O� ti 1� (0 Ln M LnM Lf) 00 Lf) N 00 �M I t` (M N 00 MM M 0) (M N (O M NM N (4 N M 06 �� N co �M U-) O O CO M O� O O O O N O 00 00 00 00 co O 1-- ti L6 ti 10 13 15 16 im 20 21 1150 R 1130 1120 1110 i i 1 0 mof, 1 �:I I� 1� .� ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS 415 41lln STREET, NE C]H][ARLOTT"ESVILLE, VIRGINIA 22902 PH. 434-244-0600 FAX 434-975-0900 OP I Steven L. Drive Lic. No. 001866 '�i(,�� ,Z/1,Z/ZD Lb' SURv� SCALE: ]H[ 1=50➢ V 1=109 ISSUED: 2-15-05 DRAWN BY: SERF 1. 6-13-05 GENERAL REVISIONS 2. 1-27-06 GENERAL REVISIONS 3. 5-19-06 GENERAL REVISIONS 4. 6-12-06 AGENCY COMMENTS 5. 9-08-06 GENE][�AL .iR.EVdSfONS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0401 OF 4 1150 1140 1130 1120 1110 1100 1090 1 � 1 1070 1060 DATE.- 02-12-20 0iPH/1 20' �/ / If /-4KI �/ / / / P / / / / / / / / A pO p,0 pO°°o°°°o °°°°°oo °°o°°°o NNSEEDETAIL W/GUARDRAIL) 8"ULVEku vvlvumr I IN R1 53.47 ( CROWN SLOPE TO BE INCREASED TO 3/8"A' WHERE 11 T/ 11518 .00 0 **D GRADE EXCEEDS 12%. SN OIL CONDITIONS. MIN. SIDE SLOPE IN ROCK /7 /7,aa ? 87QEMP@1.5/0 TIO VDOT ES-1 CONDITIONS SHALL BE 1/2:1 WITH SOME STABLE ROCK YDp01 EC-1 OUTCROPS. , l / a PORTION OF STREET SERVING MORE THAN 5 LOTS (9+00 l l l l l l j l l/ I I I I l l l j j l l j lj j l lj l / IIII I 30.98 LF OF 18" CMP TO 36+00) MAY BE REDUCED TO PROVIDE A 14' PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE IIII I @V .2 o9152.9 TO 3A+ OONS: 9+00 TO 12+50, 17+30 TO 21+00, AND 24+00 i I I I I I I I I 1111111 1 11 11 IIII I I II l �l I / // I I I I INV 01152.2 b 2' SHOULDER WIDTHS TO BE DETERMINED AND USED BY III I I I I I I I I I I I I •� d I I I I I r i I I ' I\ N FIELD ENGINEER. I I I I I I I I I I I I I I I I I I I I I I I IIII TYPICAL STREET SECTION I I I I I I I I I I I I I I I I I I I 1 1I11111 NOT TO SCALE III I I I III I I III I ^' EC 3, TYPE A I NOTE: LARGE VEHICLE PASSING ZONES, IN ADDITION TO L_ \\\ \\ \ \ THE PRIVATE ENTRANCES AND CURVE WIDENING AT OSTATION 28:50, WILL BE CONSTRUCTED TO PROVIDE AN 18' aOeg• B iLOToI • \ \��I \II \ II \ I \ I I \ \ I\ \I \QI\ \ \I \\ \\\\\ \ \\ rn \ `\ \ �\\\\\\\ \\ \ \\\ \ \ \\ \\ \\ \\ \ \ �\u\' a�\ -\ \ \\\\\\\ \\\\ \ \\ \ \E\`\ C\ \\3\\, \ T\\ Y\ \P\\ \\ \\A \ \ \ \ PAVEMENT \ WIDTH IDTH \AT \ THE HE F \OL\LO\\ W \ ING \APPROXIMATE �� CULVERT#3 LOCATIONS: 15+00 LEFT, 22+50 RIGHT, 34+00 RIGHT, 38 +50 > oti LEFT, AND 46+50 LEFT OR RIGHT.VIN - 1109.00INV. OUT - 1097.50 49.0 LF - 18" CMP @ 33. END SECTIONS: VDOT',"7-1 /S O�SQOOUTLET: VDOT EC-1 114 •69� I I. �IIIIII�IIII ,I�, � \1\.�\\\\\\\\\\�\,\ \\ �°•o \\ \\\ �\\\\\\ \ \ \\ \\ \ Lam\ /V' EC-2\ \ \ �� \ \\ \ \\\\\ \ \ \\ \\ \ \ 3�°2O'E �qT I I I I I 1111 11 1 1 I \ \ III \ IIR I? \ 'E RIP RAP DITCH I 12" DEPTH I I I u� W X W W \ \ ro,> GRAPHIC SCALE 50 0 25 50 100 IN FEET ) 1 inch = 50 ft. a q11501210 VI1270 M14 J � / w PVI STA = 9+89 U �/, PVI ELEV = 1160.95 PR POSED GRADE - ENTERLINE 14 1200 A = 10.9 96 10.14 12001260 PROPOSE D GRADE - CENTE RLINE K = 12.9605 EXI 3 TING GROUND - ENTERLINE 142.5600' C , / EXI 3TING GROUND - O' LEFT O O / / °`° PVI TA = 33+25 EXI TING GROUND - O' RIGHT LO 0 EXISTING EXISTING GROUND -CENT GROUND - 20' LE LINE 10 PVI E EV = 1218.07 CD co N EXISTING GROUND - 20' RIG T 11301190 11901250 , ^ 10. 7 U LU N K = 9.7567 IL + / ' 100.000 VC W 11201180 a 11801240 PVI STA= 27+13. 5 PVI EL V = 11 43.E 9 Z + 04 K / �� PROPOSED RADE -CENTERL NE � w T �oI° 10.0683 11101170 � 11701230CL p r, ao / U N U EXISTING GROUND EXISTING GROUND - CENTERL - 20' LEFT E / / + o EXISTING GROUND - 20' RIGHT _ — H O $LID > ; In 11001160 11601220 / PROPOSED CU VERT #3 H / 61 1090115 11501�10 PR POSED CULVER #2 / 108045r4O 11401200 +� CN + • N 2 10701130 Q 11301190 CC co N (O co O M O O N N� O M 00 O Lo~ 00 O � co — ti O co M l!) � 00 O N co o M � O 0) O (O M O � M N (O Co CO � N M co � � Lo N 00 LO o C0 00 C0 LO N CO O O ti O On O � M 00 0) O 00 O N o O O O M Ln N O N N O O M Ln 00 O - In o (0 � Lf) r` LO 0) 0) LO co 00 co d7 00 Ln O O (O CO M LO o O Ln O O LO N N O O M co M co N C\l co N r, o M M CO M o N p o00 O o O o0 O O �� r- N �M �� �� �� �M O N N N N N N N N N N N N N N CO N M N N + 24 + 25 + 26 + 27 + + 28 + 29 + 30 + 31 + 32 + 33 + 34 + 35 + 36 + 1270 1260 1250 1240 1230 1220 1210 1200 1190 1180 200 T A ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 415 4th STREET, NE CHIARLOTTES VILLE, 'VIRGINIA 22902 ]PHI. 434-244-0600 FAX 434-975-0900 eri, oH Op I �-- Steven L. Drtver Lic. No. 001866 '�I 71��D SURV��� SCALE, H 1=509 V 1"=109 ISSUED: 2-15-05 DRAWN BY: ERF 1. 6-13-05 GENERAL REVISIONS 2. 1-27-06 GENERAL REVISIONS 3. 5-19-06 GENERAL REVISIONS 4. 6-12-06 AGENCYCOMMENTS MENTS 5. 9-08-06 GENERAL REVISIONS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ©TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET J.N. 0401 OF 4