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HomeMy WebLinkAboutWPO200800014 Plan - As-built 2012-11-02I 1 1-6 , /� /'I_ q RTE s9j CROZET UPPER /' ?ALLAR ARID FILLD ' '; 3,. FILLD , OLD TRAIL VILLAGE PHASE 6 OLD TRAIL w VILLAGL' NMD`,\ o d THISBLOCK 3 PHASE A & B ROAD AS BUILTS PROJECT T0 *A yNESBORO ' R� 250 Tp.� 01 AFTpN TO CHARLO ro r1 �041'1 Tr-s��< f VICINITY MAP SCALE: 1" = 21000, GENERAL NOTES OWNER/DEVELOPER: BEIGHTS PROPERTIES I, L.L.0 ENGINEER: COLLINS ENGINEERING CONTACT.- MR. JUSTIN BEIGHTS 200 GARRET Sl., SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 055E-01-A 1 TELEPHONE: (434)293-3719 055E-01-3B-3 FAX: (434)293-28I3 055E-01-3B-4 CONTACT: MR. SCOTT COLLINS, P.E. 055E-01-3B-1 EMAIL., scott0c'olling-onginoering.com 055E-01-3B-13 055E-01-3B-14 055E-01-3B-15 055E-01-3B-16 055E-01-3B-17 AREA: 6.8 AC. (ENTIRE BLOCK 3) 3.5 AC. (PHASE B) ZONING: NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9-14- 05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NOTE: COPY OF PROFFERS PROVIDED SEPARA TEL Y USE- MIXED USE (COMMERCIAL, MULTI -FAMILY) DENS/TY: N/A. SUBDIVISION STREETS: PUBLIC STREET - CURB & GUTTER DRAINAGE DISTRICT.- LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS --OR PROJECT) WA TERSHED: S. RI VANNA RESERVOIR TOPO & SURVEY.• TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PC IN AUGUST 2006. ROAD NOTES 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 ENGINEER. 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 PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. 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 TRANSPORTATION 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. EA VEMEN T 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR /// 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 APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 5. 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 COA T RC-250 © 0.3 GAL./SQ. YO.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS 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 TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA ' j/ v� �'4 _ r �\ �bj o oti \ O / C V" , y�'ell r - - s 01 , ' � V s „ �. 1 f v 14 ., PHASE A ,.r BLOCK 3Jil _ �..�. tt> SITE PHASE B e BLOCK 7 . 3 t ml ee 3 r l r' 2..� 1 =, BLOCK 1 Q > a ";: s, . V \ RoeBLOCK 6kV of a cte� �.. 1 r 9:. 371 , R\t SHEET LAYOUT SCALE: 1" = 150' CURRENT OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 ENGINEER COLLINS ENGINEERING 200 GARRETT ST., SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 uYlL_ U�J ()U rcx �'I jav (d (n b ✓� MIc� >�slvw Sheet List Table Sheet Number I Sheet Title 1 COVER 2 ROAD PLAN AND DETAILS 3 AN TYPICAL SECTI❑NS ROAD PROFILES D 4 ROAD PR❑FILES AND TYPICAL SECTI❑NS LEGEND ROADS EXISTING CULVTRT _ EARTH DITCH CUL VER T DRI VEWA Y CUL VER T Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTT.5R PROPOSED PAVEMENT VDOT STANDARD STOP SIGN EC-3A DITCH -----200--------- EXISTING CONTOUR 6 . DEPTH OF EC--3A DITCH 20o PROPOSED CONTOUR EC-2 DITCH 240.55 �- PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 6 " DEPTH OF EC- ? DITCH LIST 1: GENERA., CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO A PERMIT SHALL T VIRGINIA PARTM NT F ANY EXISTING ROAD, BE OB AINED FROM THE DEPARTMENT 0 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 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 SILTATION 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 IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BE7E.R ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 III. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFI? PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 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 ROAD?ED SUBGRADE, THE CONTRACTOR 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 NATURAL WA TERCOURSE 4. GUARDRAIL L OCA TIONS ARE A PPROX/MA TE. EXACT LENGTH, L OCA TION AND A PPROPR/A TE END TREA TMEN TS WILL BE FIELD VERIFIED A T 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 DRI!/SWAY 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 /S 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 REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 70. 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 VD 0 T OR COUNTY INSPECTOR PRESENT. O SCOTT R. COLLINS U No. 35791 4� D ��Ss�pNAL E��1 Z O ti C� O z 0 C� o W Z yj 0 z Z. H m `-� / �(� V w Q O ~ � z W Q -' ti In w V 1 � J 6 D N ^ + V / Q O 0 0 O M W N N rw� V Q LLJ W U 0 O � Q � O ,,W^^ Vl Q W U Q LLJ Q U) -� 0 U w W 0 � a w O U w 0- 0 J w w 0 06 w z 0 DATE C� 9130110 O JOB NO. O 02006 N SHEET NO. 1 w� zLr) ¢(0 z + O o F- Q C7 � Z GRADE BREAK STA = 10+00.00 2 = ELEV = 687.500 0 O 0 O 695 ° TI 6' STA 4" SANITARY SEWER 4" SANITARY SEWER LATERAL_ LOT 8 2" SM-9.5A �I SURFACE COURS 8" COMPACTED AGGRE BASE COURSE, VDOT COMPACTED SUBGRADE rn c� 0 r Q w U Q w � Z O o r z¢ zU) O z LOW POINT ELEV = 686.22 z O LOW POINT STA = 11+00.19 O PVI STA = 11+02.74 GRADE BREAK STA = 13+04.46 U z PVI ELEV = 685.45 ELEV = 689.764 Lu -z 0 A.D. = 0.04 0� 0 LJJ K=M99 :5 w ' z 150.00VC IC4 cn STIR 3-8 w N EXISTING GRADE o TP=687.07 r` Z + co C-6 I 0 00 + 9 r pp _(0�,- - ; °o - c� 690 0 PROPOSED GRADE r o _ CO �LLi - - - -- cA F- iTR 3-14 '=687.39 00 m', PROPOSED D I. CLASS 52 w w 2�4°', '.. 90' BEND -2.0p/ 6" WATERLINE 10+01.00 3.0 STIR 3-10 MIN 685 f STIR 3-12 TP=686.29 TP=687.93 LATERAL I LOT 9 8" X 8" TEE 2 - 8" GIV. 1.2' STA. 1 �+06 680 L 4" SANITARY SEWER LATERAL FIRE HYDRANT LOT10 ASSEMBLY 4" SANITARY SEWER LATERAL STA. 12+00 SANITARY SEWER 4" LOT 11 SANITARY SEWER LATERAL 8"x6" REDUCER MH-37 - MH 32 675 LOT 12 o STA. 11+97 STA. 11+1,2 6'I, 22.5° BEND PROPOSED D.I. CLASS 52 STA.11+90 g V'VATERLINE 6" 22.5° BEND 670 STA. 11+50 N r% CS) �f � � C) O m COO O CO CO CO Cfl CO 00 C4 co CO 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MORNINGTON LANE PROFILE cn 700 0 0 LOW POINT ELEV = 689.51 LOW POINT STA = 10+27.59 PVI STA = 10+34.56 PVI ELEV = 689.29 A.D. = 0.02 K = 34.48 BVCS: 9+94.56 BVCE: 689.67 EVCS: 10+74.56 EVCE: 689.83 80.00' VC LO 0 + 0 o °+ + r 00 Q r w U) U w o d Q C z o 0 `+ r CD r O Q Q ui w ~ co Qw Ow 2 z LL 0¢ 0z z z0 Z0 O� U z w EXISTING GRADE w O I � z�s � z�l - w PROPOSED "t GRAD 695 w GRADE STIR 3-6 CO1 ELEV = TP=689.55 j i a- IL CO 8 8' TEE /Lr�^ V/ - -2 -8"-G.V, _ STA.1 0+26 -- - - - - 1.- 3 - 690 -o.s6°i° 2.00% 8" PLUG__"", - -.____ 3.0' STA. 1 +05MI 685 34.84 LF STUB 15" RCP PIPE @ 0.52% 12" X 8" TEE V. 8" G.V. STA. 11 +44 4" SANITARY SEWER LATERAL LOT 30 680 4" SANITARY SEWER LATERAL 1'0 PROPO Lo o� 8" WATE LO 31 4" SANITARY SEWER LAI ERAL00 00 00 CO CO LOT 29 Z z ? 4" SANITARY SEWER LATERAL_,,-' I r- N N O z 675 LOT 28 - z r 00 00 - z 4" SANITARY SEWER LATERAL LOT 27 z z 29.45 LF -- 18"RCP @0.50% Oz z 83.26 LF 670 18" RCP @ 0.50% � 00 m N NCB m � 11, r (h c0 m fD O N cc N CSC (0 CN CT C.0 CT r 00 r- CT m CO CO CD �O CO � BREAK STA = 11+50.00 691.131 LOW POINT ELEV = 689.95 LOW POINT STA = 10+82.81 PVI STA = 11+07.81 PVI ELEV = 690.29 A.D. = 0.01 -K = 78.38 BVCS: 10+82.81 BVCE: 689.95 EVCS: 11 +32.81 EVCE: 690.79 50.00' VC =D D.I. CLASS 52 ZLINE 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 MORNINGTON PLACE PROFILE j �I R R W /� /w, R/w �/� R/w R/w �/� R/w POINT OF POINT OF POINT OF FINISHED GRADE FINISHED GRADE FINISHED GRADE SM-9.5 GRAVEL 2" SM-9.5 GRAVEL 2" SM-9.5 2" 112" I' 1121 2. 1' I�2 1/2" 1 «c °�° ° °dO ° °oo° °4i °�'° d�$d8 °d-n�� oaf BM-25 8" 21-A 8" 21-A 3" 6" 21-A 22' 14' 22' TYPICAL ALLL'Y S�'CTION TYPICAL 14LL'Y SUCTION AfORNINGTON COURT TYPICAL ALLEY SL'CTMV dfORNINCTON LAND' JfORNINCTON PlACL' ASPHALT PAVING - MORNINGTON COURT NO SCALE 2" SM-9.5A SURFACE COURSE 3" BM-25 SI 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING - MORNINGTON PLACE NO SCALE 2" SM-9.5A SURFACE COURSE 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21 A COMPACTED SUBGRADE HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1 "=50' VERTICAL SCALE 5 0 5 10 FEET SCALE: 1 "=5' ASPHALT PAVING - MORNINGTON LANE NO SCALE SCOTT R. COLLINS'� U Lic. No. 035791,E ��S�IONAL w T �, o a • • I 1 r♦ • • • • F B NO. 02006 h- :• \ f I E d I N 0 CU Cb 0 O z d- N E d z +' O d J 2" SM-9.5A SURFACE COUR` 3" BM-25 INTERMEDIATE CUCCSEEVDggASFOE, OT COMPACTED SUBGRADE ASPHALT PAVING - CLAREMONT LANE NO SCALE PVI STA:14+00.00 PVI STA:16+69.82 J PVI ELEV: 685.89 PVI ELEV: 683.19 /--� PVI STA: 19+50.00 Q ry A.D.: 1.00% A.D.: 4.67% PVI ELEV: 693.456 w K: 50.00 K: 37.51 A.D.:—1.67%% o LENGTH: 50.00' 75.0'VC VC LENGTH: K. 29.98 > LP STA:14+25.00 6194 LP �Tk 1+. LENGTH:00' LP ELEV:68.64 :6 LP ELEV83.87 HIP STA:19+75.00 HP ELEV:693.96 (D rn n 0) 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CLAREMONT LANE CG-6 4" CONCRETE CURB & GUTTER POINT OF SIDEWALK FINISHED GRA 2" SM 9.5 EXIST. GROUND g• 1 ��' °� ����, oo �- 6' PLANTING41 f 4" VDOT 21A SHIP 4" OT7 / STONE BASE 21A 3" BM-25 8" 21 EXIST. GROUND 0.5' BASE 5" 6" 2.5' (TRAVEL LANE) 55 �p. 0 11' (TRAVEL LANE) 16 CC-6 CURB & GUTTER 1zw�-Jl' 7' _ (PARKING LANE) RIW 4" CONCRETE SIDEWALK 6' PLANTING 4" I/DOT 21A 40 STRIP STONE BASE r2.5 6 5' 0.5 TrPICAL STREFT SFC.TfOjV #'ITH PARKING ONE' SIDE (55' CL.4REWA7 LANE NOT TO SCALE HORIZONTAL SCALE 50 O 50 100 FEET 1 EXIST. GROUND SCALE: 1 "=50' EXIST. GROUND VERTICAL SCALE 5 0 5 10 FEET SCALE: 1 "=5' ,TH 0/640- �� ZCOTT R. COLLINS'Z, U Lic. No. 035791 1�0�Als�SIOXAL E��t z 0 H U ry V ) z 0 U z z O Q W W Z�� � J 0 p z E] U H O Q ryr� o Vl w ,_, ~ H W Q w W Q w Q n D UJ a cv o p \ \ o