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HomeMy WebLinkAboutSDP201800064 Plan - Submittal (First) Initial Site Plan 2018-08-20GENERAL NOTES OWNER: 03200-00-00-041D2 PROPOSED 1641 EDLICH DRIVE REALTY LLC BUILDING: 3590 GRAND FORKS BLVD 18,600 sf CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 44,265 sf 200 GARRETT ST. ,SUITE K, SIDEWALK: CHARLOTTESVILLE, VA 22902 6,270 sf TELEPHONE: (434)293-3719 ESTIMATED EMPLOYEES: IT IS AN77CIPATED FAX: (434)293-2813 SHALL HAVE APPROXIMATELY 200 EMPLOYEES. CONTACT MR. SCOTT COLLINS, P.E. TAB DEN07ES TOP OF BOX EMAIL: scottttcollins—engineering.com TAX MAP NO.: 03200-00-00-041D2 (D.B, 4020/ PG. 569) AREA: 9.36 AC. ZONING: LIGHT INDUSTRIAL NOTE- THE PROPERTY IS SUBJECT TO THE FOLLOWING OVERLAY DISTRICTS — ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), & STEEP SLOPES MANAGED OVERLAY DISTRICT EXIS77NGIPROPOSED USE, EXISTING 73,000 f MANUFACTURING/WAREHOUSE FACILITY PROPOSED 18,600 f BUILDING ADD17ION FOR OFFICES BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 40 FEET SETBACKS: FRONT — 10' MINIMUM AND NO MAXIMUM SIDE AND REAR — IF ADJACENT TO COMMERCIAL OR INDUSTRIAL ZONES THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE BUILDING CODE. IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MON77CELLO HISTORIC DISTRICT (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF—STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. NO MAXIMUM SETBACK. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: POWELL CREEK WATERSHED — SOUTHERN POR77ON OF 517E NORTH FORK RIVANNA ('BELOW WATER INTAKE) WATERSHED — NORTHERN PORTION OF SITE AGRICULTURAL/FORESTAL DISTRICT NONE TOPO & SURVEY.• TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR KIRK HUGHES & ASSOCIATES IN FEBRUARY, 2012. SURVEY UPDATED IN MAY, 20718 AND FIELD VERIFIED IN JULY, 2018 BY COLLINS ENGINEERING. DA TUM: NAD 83 EXISTING VEGETA77ON: TREES AND SHRUBS SURROUNDING EXISTING BUILDING AND PARKING LOT. CRITICAL SLOPES: STEEP SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, MANAGED STEEP SLOPES EXIST ON THE PARCEL. ALSO PER THE COUNTY GIS MAPPING, NO PRESERVED STEEP SLOPES EXIST ON THE PROPERTY, FLOODPLAIN: FEMA MAP NO: 51003C0140D, PANEL NO: 0140D, DA TE: 2141015 NOTE. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS LIGHTING: THE SITE HAS EXISTING PARKING LOT LIGHTS AND BUILDING LIGHTS THAT SHALL REMAIN. PARKING LOT LIGHT POLES MAY BE RELOCATED AS NECESSARY. RETAINING WALLS NO RETAINING WALLS ARE PROPOSED WITH PHASE L PHASE // WILL HAVE A PROPOSED WALL NO HIGHER THAN 6: MECHANICALf HVAC EQUIPMENT' MECHANICAL EQUIPMENT TO BE LOCATED ON TOP OF THE BUILDING AND HIDDEN FROM THE VIEW FROM THE ENTRANCE CORRIDOR ALONG AIRPORT ROAD. TRASH COLLECTION: EXIS77NG DUMPSTER LOCATED ON THE SOUTH SIDE OF THE BUILDING ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. PHASING: THE BUILDING ADDIT70N AND PARKING LOT (AS SHOWN) SHALL BE CONSTRUCTED AS PART OF PHASE 1. THE FUTURE PARKING SPACES ('43 SPACES TOTAL) SHALL BE PART OF THE PHASE 11 (FUTURE) BUILD—OUT: UTIL ITIES. ° PUBLIC WATER & SEWER S1 TE ACCESS: THIS SITE CURRENTLY HAS AN EXISTING ACCESS FROM 7tHE PRIVATE ROAD, GRAND FORKS BLVD, PARKING: REQUIRED: WAREHOUSE — (1) SPACE PER EMPLOYEE PLUS (1) SPACE PER 500 SF OF FLOOR AREA OPEN TO THE PUBLIC 200 EMPLOYEES TOTAL (100 EMPLOYEES IN WAREHOUSE AND 100 EMPLOYEES IN OFFICE SPACE) = 200 PARKING SPACES OFFICE — (1) SPACE PER 200 SF OF OFFICE SPACE 18,600 SF OF OFFICE SPACE / 200 SF = 93 PARKING SPACES REQUIRED TOTAL PARKING SPACES REQUIRED = 193 SPACES PROPOSED: 97 — EXISTING SPACES TO REMAIN AT FRONT OF SITE 90 — PROPOSED SPACES AT FRONT OF .SITE 31 — SPACES IN VICINITY OF LOADING DOCK 218 — TOTAL SPACES PROVIDED FUTURE PROPOSED: 43 PARKING SPACES LANDSCAPING: A LANDSCAPING PLAN IS PROPOSED WITH THIS PRELIM11VARY SITE PLAN, SEE SHEET 6. STORMWATER MANAGEMENT FACILITY THERE IS AN EXISTING STORMWATER MANfAGEMENT FACILITY LOCATED AT THE NORTHWEST CORNER OF THE SITE, WHICH WILL REMAIN. THIS EXISTING FACILITY WHICH IS A DRY RETENTION POND SHALL BE MODIFIED AND URLIZE0 FOR WATER QUAN77TY REQUIREMENTS ADDITIONAL WATER QUALITY REQUIREMENTS SHALL BE ACHIEVED THROUGH THE PURCHASE OF NUTRIENT CREDITS IMPERVIOUS AREAS: EXISTING PROPOSED TOTAL BUILDING: 73, 000 sf 18,600 sf 91,600 sf PARKING LOT 95,615 sf 44,265 sf 10J,425 sf SIDEWALK: 5,770 sf 6,270 sf 8,640 sf ESTIMATED EMPLOYEES: IT IS AN77CIPATED THAT THE FACILITY SHALL HAVE APPROXIMATELY 200 EMPLOYEES. MAXIMUM LOT COVERAGE: 54.1 ' MAXIMUM FLOOR AREA: 91,600 SF MAXIMUM AMOUNT OF PAVED PARKING & VEHICULAR CIRCULATION ESTIMA TED INCREASE OF DAILY TRIPS FOR OFFICE ADDI77ON: 103, 425 SF X 5Z = 5,172 SF 2075 TRIPS PER DAY MICROAIRE INITIAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 11 N Yk l SUBJECT SITE i � 1 R , s:_1i_r1 �.� IsI IrxXiS_� � iRi i7i 1\ IV r � 3 F C) n� ,n n a 1 f �' fi y ppp $fps r` f 1RRQPflSED R Air, EXISTING BUILDING r ' ; { ADDITION: 'Oi4 oN t W ' SHEET LAYOUT SCALE: 1" = 100' URRENTOW,..NER DEVELOPER 1641 EDLICH DRIVE REALTY LLC 3590 GRAND FORKS BLVD CHARLOTTESVILLE, VA 22911 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE., VIRGINIA, 22902 PHONE: (434) 293-3719 C) Qjz � i U`f A,0 p� SUBJECT 4J ©� R� SITE 4� 400 '40 J� O 4� A© VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS & DEMO 3 LAYOUT & UTILITIES 4 GRADING & DRAINAGE 5 NOTES & DETAILS 6 LANDSCAPING PLAN 6 TOTAL NUMBER OF SHEETS LEGEND U70-7500 I -) EXIS77NG CULVERT CUL VERT + A DROP INLET & STRUCTURE NO. CLEARING LIMITS CURB VDOT STANDARD STOP SIGN 20— _ __ CURB & GUTTER PROPOSED CONTOUR 200 PROPOSED PAVEMENT PROPOSED SPOT ELEVA77ON ' TBC DEN07ES TOP/BACK OF CURB EC -3A DITCH TAB DEN07ES TOP OF BOX DEPTH OF EC -3A DITCH �— EC -2 DITCH DEPTH OF EC -2 DITCH TH` qp SCOTT R. COLLINS 7 Lic. No. 035791 � z p U Z w 0 Z d H � z W w 11 v V) O 7 Q C 0 0 0 (U CCI. ° c� s Z bi LUi s w w �Z H �w OZ Q J C J •— O �0 O U O H 0 �c >3i v S0 U U 0c 3� U � � L C x --s 0 0 0 Z c W z ,o w 0 Z J � J C O 0 O o\ � C O 0 a� 0� U 0 0 U 0; N LU aQ J V� b Uj E- LU E 0- -0 0 JOB NO. c 122076 o vi y SCALE 6 C � O > SHEET NO. v O 00 0� EARTH DITCH DRI VEWAY CUL VERT + BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN 20— _ __ _ EXISTING CONTOUR PROPOSED CONTOUR 200 240.55 PROPOSED SPOT ELEVA77ON ' TBC DEN07ES TOP/BACK OF CURB TAB DEN07ES TOP OF BOX TH` qp SCOTT R. COLLINS 7 Lic. No. 035791 � z p U Z w 0 Z d H � z W w 11 v V) O 7 Q C 0 0 0 (U CCI. ° c� s Z bi LUi s w w �Z H �w OZ Q J C J •— O �0 O U O H 0 �c >3i v S0 U U 0c 3� U � � L C x --s 0 0 0 Z c W z ,o w 0 Z J � J C O 0 O o\ � C O 0 a� 0� U 0 0 U 0; N LU aQ J V� b Uj E- LU E 0- -0 0 JOB NO. c 122076 o vi y SCALE 6 C � O > SHEET NO. v O 00 0� I0 3 213 1 - 000/--C 5 410 213 06 DEMO LIST: cARRIA C H 0 E LL ASPHALT / 11� I=27,498 SF 03200 -00 -AO -01700 -A 7C CURB 1,342 LF POLD WENDELL W WOOD TRUSTEE =14,487 SF ;NNEb DEVELOPMENT-�MIXV A`ND TRUST NO 3; ZONE: PLA -MIXV CONCRETE GUARDRAIL 65 LF ERCILAi Comm SCOTT R. COLLINSZ MILLED ASPHALT =1 2,053 SF r—) Lie. No. 035791,�t, 0 YO 28 06 AC D.B./PG. ISTORM PLANNE� UNIT DEVELOPMENT 032Bf-'6'NC5';-,0240 STIR (2,3,5, &6) /lb.B./PG, 1745/696 Al' -EVIN ENNIFER Y MU$TAIN L J 188 LF 18" RCP (2-3, DRAIN ALONG BLDG.) o4lco 75 LF 24" RCP (3-5, 5-6, PORTION 6-7) 032�0-00-00- 10KAL v ILAt !U LHILL BAPTIST tD 0E- OPMENT7MIXED LEGEND: T T� z0i� ANI� RIGHT OUT DEMO AREA D.B. 1%1, PG ��EXISTING RIGHT'tN CHUR H, TRUSTEE -O�F COMME CIAL POST \ICE LAND TRUST A �.29 AC 116 (D.B./PG."',,�600/B,q D.B. 32fi5, PG�,q3 PLAT INTERSECT1046, REMAIN/ Ix LEF ASPHALT MILLING & OVERLAY MEDIAN 0 A �T ROAD B. 223, U L--- 'T TURNS TRICTED BY ZONE: RA ? 2131 00-�,`5­025001 D.B./VG. 743/445 D 8 P,G-625' (HIGH WAY-,qFF- CONVEY �-, E)' IROO SkAMBI-11i K PRA�AD SA14 SHAH� SITA NTZ LIMITS OF DISTUBANCE LINE c D 'O.05 I�E�QPMENT-MIXE ZONE. -PLANNED"DI TREE PROTECTION LINE ICOMMERCIAL DEMO (TYP.) IG?, ? 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Y Z C) -7, ECTION FENCING tWVERSITY OF VIRG fA JIN FO 639/390 I-163AC > PARK uj IIZ07: PLANNEII�"D'EVELOPMENT INDUSTRIAL r OTE: LIGH isT POLE U) ---------- - D.B./PG. 2712/325 IIs< IT I-- ----- UA ILOD 4.8 3ES IIsI- -------- - IINU E: TIE IN AND O/ERLAY NOTE: i> POLE p sTO REMAIN IL EXISTING PAVEMENT SEE I S I ADE' v I'\""TREE PROTECTI UJ C4 TREE PROTECTION FENCING (T 00 IItINOTE: EXISTING TRANSFORMER NOTE: EXISTING STORM SEWER AND PEDESTAL TQRF�,`IAIN IIPIPE 5-3, TOP STR 3, TOP TR �-A 7 lI 15 FR 5, S 2 —00-01 —00 03200 /W IVERSITY OF VIRGINIA 0 I00 -09-041LO 'TION I0 FOUNDA TOWN PROPERT 03200 IES, LLC 0) I25 /92 AC t(y) L9 3/81 AC ZO�E: PLANNED DEVELOPM/ENT _-ZONE: PLANNED IINDU STRIAL PARK CY5 sDEVELOPMENT-MUffia- I04 D.B)P,Q. 2712/325 COMMERCIAL IsITREE PROTECTION FENCING (TYP.) soon= Icy) IM DR ETE CL TREE PROTECAON FENCING (TYP.)l ItNOTE: RELOCATE FFRE p OTE: PORTION EXISTING CONCR Tp- 9N HYDRANT AS SHOWN ON ( SHEET 3— EXISTING W/L WITH ASPHALT SEE SHEET 4A IL CD NOTE: REMOVE GUARDRAIL & TO REMAIN sNOTE: EXISTING W/ 0) INOTE: EXISTING GAS �AS LINE TO REIINJ IICONCRETE PAD IN THIS AREA. METER TO REMAIN SUBJECt S�TE DESIGN NOTE' NOTE: TIE IN STORM LINE ul tiLIGHT POLE CN OF PARKING LOT & GRADES ITO REMAIN < IN THIS AREA1 EXIST�N,G IINOTE: EXI ER ISTING WAT —MANAG�D SLUFJ� (TYPICAb) IMETER T) REMAIN ILLI tz Lu IINOTE: LIGH Lu OV4 . ..... NO TPULL ul Iu 0 U) STR 3 INLET STORM w TOP TO BE REMOVED 18- Fn"" pk1m 03200-00-00-04ID2 N z 1641 EDLICH DRIVE -j STIR 2 INLET ID NOTE: E REALTY < i0 lLLC F TOP TO BE REMOVED & 9.36 AC IM NOTE: 18" PVC STOR NHOLE 03200-00-00-006RO\ 0 IREPLACED WITH MA IZONE: PLANNED L9 IDRAIN TO BE REMOVED COVER UNIVERSITY OF VIRGINIA Z RESIDENTIAL SOUTHEAST OF MH 1 NUNDATION DEVELOPMENT Iu EXISTING ASPHALT T C) (D D.B./PG. 4020/569 455,.S5 AC I:L IMILLLU AND OVERLAI �ONE: PLANNED "DEVELOPMEN� I0 LE� AL PARK ADJUST GRADES TO 0 ED� INDUSTRL ANCTE: LIGHT PO R z '"TO BE REL IfF Q D.B./PG. 4957/69� OCAT Lu oft" GRADIN G PLAN LLj 0 PLMTI� uj E IIBED 4, f Icl I --NOTE: CRETE LLJ LIGHT POLE Iul EXISTING CON NOTE. uj ... . ...... —TO REMAIN IREMOVED Lu z IPAD TO B f .2 LLj LIGHT POLE� ­ --- r,., -- ­­. ­­.. - -- ­ , --- ­J� L?'�-11-1 I 0 =j (n A TO BE RELOC TEQ­�� I0 IINNOV�TlON D�JVE ? IIICL ICD Z3 EXISTING I73 0 x :7, MANAGED SLOPES C:> --------- --- ---------- - ------ -- - ­­- ------- (TYPICAL) 03200)-OP-00-006RO (L) 0 IINIVERSIT1 VIRGINIA F TION Lu Oy 03200-00-00-006RO UNIVERSITY,ADF_yIRGINIA FOUNDATION 455.8'�AC GISTREET N�: PLANNED DEVEL(FMENT INDUSTRIAL E' MEETIN' 455.'957AC-- Z0 / �! I uj E ZONE: PLANNED DEVELOPMENT INDUSTRikI = 0 - PARK PARK\ 0 D.B./PG. 4957/6921 JOB NO. ............ D.B./PG. 4957/692 lI122076 a; ,,,,4113200�00-00L-041PO ORAPHX� SCALE\ ISCALE E/NT AO V F,YC� RES— POST "F ICE LAND T�W�i;-C­HARLES WM HURT` 0 20 40 80 I I \ 40 -L FISHER TRUSTEES & SHIRLEY 1 =40' AC I2.02 77�11111111 I > ISHEE-F NO. -a Q) AEL -M ZQ-NE:AANNEpDEV OPMENT -JXW IN FEET a) V) 2 �OMMERCIAL/ 1 �n ft. I 2:q1 n.. an N 0 Q_ CLC C Q L P fU N 43 Q a {� C � Q � 1 1 1 s W ■ ■ ■ N W Lijcj Z Q W 0 Lt7 C Z CL J i U Z) N O a -Y s c ^'yy 3 v �1 Li N C C _ 0 zU V U C U v 0 L ° Q N Q L a re 0 � x C, v s Q Q0_ 0 r a' cp u � � E C W N C Z.0 W U v L Z y. J N J C O O U U L a O C � 4 N U O L C 7 � C3 O U U 9l i S M � N C v o W 4 U N F O N c�-, w :2 F _ 0 JOB NO. Q C v 12207 a N Qj N 3 SCALE v N 1 "=30' U a N � L Q Q SHEET NO. Q v Q) ul 0 ul a 5 ol � SCOTT R. COLLINSZ Lic. No. 035791 I, IONAL �w 0 z tn ca Lu :3 0 zJ ci E z uj ui ce Ln z ml, Iui E3 0 ul 0 CL CL c U) Q) 0 C LU I —If Ld kDmZLL, Z z LLI L) 0 � (D 0 r y) z c: 0 L) < C) kD-0 :0:' CL z CL X, a) 0 kD E :3 0 0 cp W (n .0 LLJ U V) Z) L Ul 00 0 0 CL 0 0 ul -j 0 -0 t—u ui= E U) JOB NO. 122076 ... ... ... 5 ol � SCOTT R. COLLINSZ Lic. No. 035791 I, IONAL �w 0 z tn ca Lu :3 0 zJ ci E z uj ui ce Ln z ml, Iui E3 0 ul 0 CL CL c U) Q) 0 C LU I —If Ld kDmZLL, Z z LLI L) 0 � (D 0 r y) z c: 0 L) < C) kD-0 :0:' CL z CL X, a) 0 kD E :3 0 0 cp W (n .0 LLJ U V) Z) L Ul 00 0 0 CL 0 0 ul -j 0 -0 t—u ui= E U) JOB NO. 122076 V7 qj> SCALE U C 5 > SHEET NO. cti v 0 ROAD NOTE'S GRADING 1. THE LATEST EDITION OF THE ROAD cit 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 MA 7ERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE 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 1N7FRSEC77ONS 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 UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON 77 -IE PLANS, OR WHERE FIELD CONDI TIONS 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 7RANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. 4, ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACT70N OF THE ENGINEER. DRAINAGE :EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF 77 -IE CBR REPORT /S 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, If, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77 -IAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON 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. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TIVENT IS APPLIED. 7 PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC -250 0 0.3 GAL.%SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPAR77NENT OF 7RANSPORTA77ON 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 WI THIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 774E STREETS RIGHT OF WAY. LIST 1 GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUC77ON WJTHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAilON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 077-IERKISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDE W ACCORDANCE WTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC77ON. 4. ALL SLOPES AND DIS77JRBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MA T 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 CON7ROL DEVICES_ 8. UNLESS OTHERWISE NOTED, ALL CONCRETF PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR TRE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL WATER & SEWER CONDI TIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOtT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY 3, ALL MA 7ERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT E1770N OF ONE GENERAL WATER AND SEWER CONSTRUCTON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DA77JM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE: THIS INCLUDES ALL FIRE HYDRANT LINES, :SERVICE LA TERALS, AND WA TER LINES, ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR AHE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE" AU774ORI TY NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY THE ENGINEER OF RECORD AND/OR GEOTECHNICAL ENGINEER FOR AS -BUILT CERTIFICATION: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS BEFORE BEING COVERED, D INSPECTED BY ATION EWER MODIFIC S TO BE APPROVED AN WATER AND S NOTE ALL W ACSA. 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 IS RESPONSIBLE FOR CONTACTING THE GEOTECHNICAL ENGINEER AND/OR ENGINEER A MINIMUM OF 48 HOURS 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 THE ENGINEER OR MAY LEAD TO THE ROADS AND PARKING AREAS NOT BEING ELIGIBLE FOR FINAL CERTIFICATION. 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 ROADBED 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 WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MA Y 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 NNSTALLED FOUR (4) FEET OFFSET FROM TINE 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 RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH TINE 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 VAL/DA TION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF 7HESE 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. 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 POSTE ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINE 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 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13, A VIDEO CAMERA 1NSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTON SHALL BE CONDUCTED IN ACCORDANCE WITH VDO rS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT, OF 4"--1 2" R CURB 6 ,s " r 21 A 4 4d ' 13" ,4 a'` a P e a 4 0. 4a - a .. .- 1' --&" 2A STANDARD CG -6 CURB & GU T TER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) �- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE Yk. SI;CT�Oti CAST TION - m -' 18 5€er10N STEEL NOTES I UrS TO EE +,. L 2'J`T" x 2/E"' s I,/ ' 1. [Tt}N }N OF PkF r l TO BE ,iH0{dN CiMP t-4"Ll WITH iq1-4., LONG PLANS. FOR DEPTH GREA`ER THAN 1U'1JSE n c ,,,Lna �t'A�NDyIa%� LT -TA E.3 r� :v el a ,ra. L O.Fv r'bJ.:t: RtEkS - PLAN {CRR"SE. £4LMC+fEU1 d tw.E I DrAL.ik It'IN SI}ori!N O"N FIE C'A+ST Gru.u. 3T,%SVARQ5 dr"71RJ S?EGCFIED t'1 N THE PLAN71 6RGN ITF_,EL WILL LIE 4EA`aUtTED FROM %TME: INVERT OF 55 I 4,5:5 `..TAS THS. OJIFALL. PPE TG THE TAO`. OF THE. 3 L8'; 1k I.T04, PLAN H" nVrEN IONS ARE - IN, No v"Oa_.S,.'71NO APPROXIMATE :ONI Y FOR ESTFIVAT'I.NG LOGS -4NNE-CTQR. t P'11%10SES AJ�30 763 Ai.FUA1L ndENS}4N5 PLAN {CRR"SE. £4LMC+fEU1 d tw.E I DrAL.ik It'IN SI}ori!N O"N FIE ST?11CTURE .U, IN 'slit EIEN'f PIE INJERf OF reit 0I) ALI. PIPE IS HI HFR THAN A}if; 3T,%SVARQ5 dr"71RJ S?EGCFIED t'1 N THE PLAN71 V me g.. WILL LIE 4EA`aUtTED FROM %TME: INVERT OF -ONE WELDED WT£.G O THS. OJIFALL. PPE TG THE TAO`. OF THE. JOINT 1k I.T04, PLAN H" nVrEN IONS ARE 8X APPROXIMATE :ONI Y FOR ESTFIVAT'I.NG 4Y"LG ALL. t P'11%10SES AJ�30 763 Ai.FUA1L ndENS}4N5 L,0NNIECTUR, BE P-FERMlNEP3 BYT N tD G9'ci.ly=d CAK-I E'fkhYR G.TQR. FROM F -PLD CC}y"iiTl©'V". G� 6H�"e P € ON HE F'L,41V 3HF §" s 5 5 S 3. 0AR HAVING A MkO5 ff .309 FIITT, SSR LES'S Ak,9 FACE OF CURB)W ILL. BE PAID FOR AS RADIAL CURB IN ER 12 10 PE SHAPED PCI P.L ORI)MCE c5, , A1; , I 1417H STANDARD t5 TH. �lSI OF EUFi`NISMG AIM PIkIN Ax " MATERIALS 15 iIEPTH} OR INCRFASEO MJC.H A5 3 121DFS'?i{} MOF }¢.i Fl) t TAW- TC} THE yHAPINT,; I3 rO BE, 1 I bi INCiIN THE Ell) PRICE /FOR THE .UDEU PLAN {CRR"SE. £4LMC+fEU1 III x a'= x L=sa SILO SHLA+' li" 3fi' COMM CTURS ST?11CTURE .U, IN 'slit EIEN'f PIE INJERf OF reit 0I) ALI. PIPE IS HI HFR THAN A}if; . W V me g.. RSEF -?T T?IL A _.._....�` y. .� �i p a ,iy �y SECTION 8-`B COLLAR DETAILYAIIV R WS£G :✓" J. i?ERt'Mz; BOTTOM OF THE SI RU', NRL THE INVERT' `h (H �F.'hMeMl'r CNC�i'Wir{TA� I-+�tl�'"4+��t ".,`•% 5TAE N5 OR PONDP4C OF WATER IN THE STRUCIURE. THE COST IF IFRAi4NISHINC FIND F1 AGPA dal MATERIALS N4YJENSAs TO INLET SHAPING TO SC INC UDE] W4 "'HE BID FFtCr FOR THE SIIRUCTLIRE. G` Ni 00N$ FQFRCtE1AiR^' CA�r T QN ONLY NO vMa•STF: UkA4Ad`H 'rU 'fiA%T•di2'MfAtYa S. 5!Er'S t4?E TRO HF. YRRtiV;[7EC7t 4H9N H °5 'T` -D 09 G-REAT5ER, FQR DEIT&S U 8X I. THIS ITEMS MAY RE PR£`CAST OR CAST PLACE, STANDARD SI -1. DETA3L A DE.TAL 8 2-5"D 6. T:HdS. ITEM MAY EL= S-RECA57 OR ^0._T- IN'FLACE, 7 44 X 61, SMto P.YH 00WELS Al STANDARD DROP INLET fi'P2RE'-4CE REV 8/07 121.1 - 2*11 PIPE: MAXIMUM DEPTH: (H) 10' 2�3 VIRCNA DEPARTMENT OF TRmSPORTATION .302 10,4.01 FNL+`b!� "T- ra tF'4T S T' hM i�lilA '::h .._.. i'EY { � I GRAID 'D"" DESIRABLE I MAXWIMI HARDWARE 0% 3z '-C' :? ARFRIOXIMMT%Y 2 C -C TO P.ri PLACED IF vNCL 5 E.x LOW LESS THAR SOO VPD q GEP N AGVR, 8X I. THIS ITEMS MAY RE PR£`CAST OR CAST PLACE, L. n_4 kTE TST PLPef TL - A3 HEAS .. Oi sO.TiNv CONCRETE TOFAHE.1F:PdT 4009 PdF PRECAL. P68,. # iH QR. 3. 0AR HAVING A MkO5 ff .309 FIITT, SSR LES'S Ak,9 FACE OF CURB)W ILL. BE PAID FOR AS RADIAL CURB c5, , A1; , I 4. TK DEPTH OF CURB MAX BE R.OUCED AS Mk,ICH A-5 3 w ji_ . ac�l 15 iIEPTH} OR INCRFASEO MJC.H A5 3 121DFS'?i{} MOF 1 I bi IN ORDEF IVkT THE $KSTTdtMr CURB tL COINCIDE_ 001HI FFE TOP a= R Ct3U"?T;E OF TP PA.F,MUNI 541B5TRUGTURE, r S : TLtkkMli. AN LIEU OF DOMELS OTFERW£ T, AE 4E:aTH Ea TQ Ft£ (B" t5 SHOWRt, J4 A{ 3UST:&Nr T- IPo TT9E PRICE BID 15 TO @E MADE FM A I2Et K,I� t 1R AN X, G' #R '. C+ 1biErT':.-1 ������������ .b. L GAG -2 PN TD BE WED ON RDA.'�'AI��YT�yS.y NkCPETING YK UIRr RE Oi NDiXEATOF' TBE VOOT ROS SIGN 4AMAL. >. 2"X4" rDMIJ-a tFr�C3VtiEG. ', A `w. h . . .m SEE - - - t1f1Td ;A;I-E I1 F I :'�� f rH:. - (4) IiHE 'H',+ t A , ,Y (FI _ , .t- LT- 4E EE TLhdbP.•2U . 3,+ SL:i•; 1 - ",a M iS:A4 .TER C IF srs�JASE r 1'at ,a3 IMIN' t" .>» , ,4 9r `e''3f- ?SL, .. t... wM1 , LfiU041,TC UES:VN, lVir p..-. ,,LL ..r`:; AbiA ,-Ti+_r .. ,�. '.^It,.- Y. t!_'!S': i'I( At0 :;Cdi,LAH WEEP ImSiLE: ���������� _ 4 _4 $A 3E Ittl:: Ar i, 'AIAF_L E.. 2';i :.Lr''_? e - SUBH.45E' Tt. .`" �AT1R MiE=w t'2'TS..}. aMaflH 1"9i. C IS�� T T� ',570": SEE N{iTE kT "N_ 'STANDARD T` 502 ua VTRCs",*A DEPARTMENT OF TRAN4PORT-AHON TREY, $/45 IR 5n LG`ANE`�tt11Pd`{1aES• w '£: E.7"' c -N �Aatdl d i p ..,:iG». OR .y4., _ HAIR, EE MJMFIE r 'n, "LES HARDWARE CLOTH AkUH.GREEI FIRMLY e a Tr >� JTS=DF OF TK- �T%UQIURv . ,., CAST 'N PLACE PRRl [1: k$T .0,90 PSrP CtPkE; [G EBE 14500 Fi'ET`H SECTION A -A �JJ II__� ,,� .,� 411 f "„ �' r�� 10 ANY ALI LRi NAT E MF I I,4v a OF dk4CHG.'A QL { F f+%F.ETIh T�HT, t16"PN J nT,. [,F THE P;WUT+7 FR CONCRETE QUANTITIES FOR MIN. DEPTH @,. AY SE u�SII a ED FOR IFF/ CAST lRL,14 9ffiffffffWa' _„' e 5 aMT ! PIPE - #4cY rJ,'e C�micrRt:TE 4 SUN%RE=f. PIHTE - IA40 YE. C NCRELE I P� x11 ATL av�IyHs %.'e,�» I I YNR• CA.`J7' iRQ14 '"'�i*"' i i3:aMP N.? sYA4`rE G2A°NS i[7 A4CExR'Ha:r 0;{ GU. 15 CONCRETE PIP L - E m cu. Yo,L�vm4 RETE { GRATE nl: t 18 3.,35 L°�'7TEF?k`NG iE: REOU4RED ALL ,A5-3 GRKVILS. L'G'CA's,GN Or LET. IEitIM„ WAY 24 4i%t'ECr41' E PIKE � 48 L'1.YI7 LJP`F-LEE �^ SECTION C -C SECTION D -D '.P'.F,FC ®?` MWd?FACTtIt-'.ER_ ADD 0,469 Cu YDPLR 'CRATE DET AL JC0jTIaD I,AL FOOT LSF !IE: TH. STANDARD DROP INLET fi'P2RE'-4CE REV 8/07 121.1 - 2*11 PIPE: MAXIMUM DEPTH: (H) 10' 2�3 VIRCNA DEPARTMENT OF TRmSPORTATION .302 10,4.01 FNL+`b!� "T- ra tF'4T S T' hM i�lilA '::h .._.. i'EY { � I 2" SM -9.5 SURFACE C 8" 21-A BASE COUF COMPACTEE SUBGRADE ASPHALT PAVING - DRIVE AISLES PARKING SPACES NO SCALE Sand Satting, Be���Nith C>�rTl actl� .. gregat'e Base Gt, N'Cl R TI . UUR-Ftt SET °Ili" F PAN%) BIEW' wf TOS0F IFA_V` ;RS ,SND, 130NTR L J(31NTS 1 P, rs M) 0G G0TEXT11' � IZ' (5QO NIriA lP1a T k C+J UP A+ MN,S,T OUR 13 .r ',!IS `r.QfdPA,-TEG/ AQQRF. ,TE 5eVE ;`; 10ib !'SMI-el"i MIN T WOK K"ESS GF,EOTEXTILELASEQUiRElli GENERAL NOTES: 1, TY -E DETECTABLE WAR:'i17C. SHALL HE PROVIDED BY TRI-INCATEC DOWS. 2. .ETECTA9LE WARNING 70 BE CCAS A-3 CONMET£ ICLASS A -,F F CAST) Wi'Tit s€II'x' RESTSTI MT HMTEG RAL SURFACE COVEIRHMG THE VUL WH3?N OF THE RN1F^ FLS1Gk BY 2 FOOT N LENGTH N THE DRRECIO OF PEDF5MA•i TRAVEL. OTHER TYRES OF MATERIAL WITH TPE TRLFICATE0 4OWS DETECTABLE WA�R4RNNG WAY BE USEO 'y1Tkf THE, AF'FRQVM. OF €NO►REER. 3,. SLOPRVGG SOTS OF CURB RAM' MAY BE POURED MONOLDWAA.Y WITH Mw 1114O,R w OT U51N% RERi6"P4, .E CTMTRWIH N JOINT WITH REQUK s IBAF?$- 4. F RAW FLOOR IS PRE TMT ADJOINING 7aiE.D SOU C?K BE CAST LACE AFTER FOR G PLEACE T OF P'fECAST RaXP "FLOOR. PRECAST CONCRETE SHAk.H, BE CLASS A-4. M REQUIRED BARS .ARE TO BE W, 5, N S" PLACED PCENTER 74 CENTER ALOK BOTH SIElE5 OF r fiAMP FLOOR,WD-DEPTH Or RAWFLOOAL M"164M CONCRETE COWER 1'% 6, CURD / Cuka MFG GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE LUXD N PAYMENT FQR 04W / CURE; " WiTTER. P. CURB RAMPS. ARE TO BE LOCATED AS STMOYMN OH THE PLA9MTs. OR AS DIRECTED BY T11E ENGetR. THEY ARE TD EIE FYtpvR'.EO AT INTEYI'FfC''Tit5N5 Ynf1TEYER AV`I AkCC€S L.E ROUT€' WPTMR4 THE NXAYIT OF WAY OF A: HTRVAY F"TY CROSSES A CURE REGA4OLESS OF MTr SWEWAIM 3S EMTaaG. Pit�+FDSEO, OR T1tMhE:Wi`vTEDCT. THEY MUST EIE LEiGATEn WHT74N PEO£STRM CROSSWALKS AS 5? WN CA1 FLMrt SSR Aa CI ?ECTE6 BT TIE EPRGM�EER. AMID 510MO NOT BE LOCATED �.}#NLY VEFYCI.E STOP LINES EXIST7HG LKSFtT P.ES FERE HY MIT& =CROP IWLCTS. ETC, ACCESSWt R441?ES 'PROY'BE A �.ONTa,µi(kJE, L4dO-tn1•TRLiCTE., ST.18TE, FIRM AND SLIP R'ESISTMir PATH C-0NF£GTT�iG ALL A uSE .R'" NSS fl FACILITY TOT IAM RE AP€'RO 4. €NTS@ 8. RAMPS MAY BE PLACED ON RAMAL OR TANGENTtAI ".ECIOI PH44'�EQ THAT OFTHETHAT TFE °THE SLO AN040TSTHC NMMT" TIC WTHIN THE OP041N �YdA€R .NN3 PERREM#FCULAR TO THE CLRB. ETE Su ALAE jS Tt RAd7MCiAR{sOT ATE T% 'T s}E Y1c�A E!1 a•aYY TRt�Gr< ORAE REFER TU ST CO^ Rc4AL € € (HEAVY TRUCK '{tRAFFiCi� FOR. CONCRETE C£PT.*1. 19, WHEN CURET RAM.M'3 ME USED, k9 CONJUIFICTION Y4TH A SHARED UK PATH, TINE IMNB.iUM, WgTH SHALL. BE THE WIDTHOF THE SKARED USE PATH �idAx .2°- A7 k." , 2" LECHER TV" E&I t7F PaYEww AT X4 XC , SMIE AS 'TGF' OFCURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME C -C Y��RSabOoaoN;�aO ;t b O 5 0 0 E.3 0 0 00 0 a 0 0 a s a aaoaatacaaouDOMaa 0 50+1 - GSX CF VASE DW.AETER VARIAME BASE i,IAMET ,$ ("""^'a'-�'�^`^ #° ATN'. �: ii PAk LIMITS O", 1 TRUNCATED DOWDETECTA:6LE WARNING CETT. l3ETAIL SHEET 1OF4 CG -12 DETECTABLE WARNING SURFACE mmum REV, 7/0S GENERAL NOTES wz 243.C•S SIA, "ART#ENT OF TRAM,"TATXW 1 3 I A-1 STREET APPROACH SAME SURFAcm iRMUS TO BE AS AS UA"INE ROADWAY iSiEE NOTE 61 SHOW?{ ON P8,AN5)it C f .n...m... �....m.. ,.._ i - - - tRAA,RUS TO BE A5 RAWMd- C4MIAT?CTd SMKTT'WN ON' PL.rx"C4i CURS A)IO GUTTER f CC-QI (SE F NOTE 77 ---- '7 1 �k SIDE(SE I ER 21 I U„ E I OFT"ALS 8° F*T€s WIDTH »B" 21-011 6R AS w4NLK ROADWAY SHOWN ON TYPICAL SFIC704. PLAN VIEW Nmmk-lw ROADWAY SLOPE kY FARABOUC CURVE B MIRK. EDGE QF SHOl7L0ER OR !A CHANCE ORT l4k FLOW LINE _ .,..: ,-- - '-` D MAINLINE ROAOWAY R M" ... SL'DPE Cdthidt"£ � -- I D 5!MIN. I COMWE;RCJAL €4TRMC€ M MkSTRUCT GRADE CHANCES WITH A PAIRADMIC CURVE, SECTION A _ A CLASS A:3 �', -, r:, "k• ,r; 3., _ -jjS �,E e•-- SECTIONC-C GENERAL NOTES 1, WHEN CO-11IS USED FOR STREET DONFECTITONS THE CONMEC7" WUST BE DESIGNED 04 ACCORDANCE MfiT'H { HE N04f ROZ OP514MT 6tAMJAL, SiCL.UGHdtST DISTANCE RE$UiRgwmTS. 2, WN€N THE €NTRATICE RADII =OT ACUOMAOOAT€ TW 'TURiNHG REOIRiEW1ENIT'S OF A4T'tC#'ATEtA HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CUPS RAPS W ITTW THE LSATS OF =HE R!"SWULD FIE INCREASED TO 7 Z. WHEN I.E. AY [;Or. CiiOM1 WITH ST WARD GG -3 O.R i,a 7 THE CUR@ FACE tV? TFTS STAMD'AW IS T4 BE ALY:A.JS.TED TD MATCH THE MOUNTABLE' CURB COMFIGURATRNt. 4. SEE STA40ARD CC -12 FOR CURB RAMP DESRYi TO BE WD WLTK INS ST"ARD. .PORE OF CUUTTER 54 PRECLUDE PO ARPINO aF WATER. ENTRANCE NOTES Cz. PLANS ARE TO INMATE WHEN CONSTMCTION OF A FLOW LINER REOUJREO TO FSROVIIDE POSRIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAAM.R+E PAVEMEPO SHALL BE Ct#i57RUCTED TO TFRE A/W LW tEXCERT ANY SUGGRADE STABILIZATION REOIAREO FOR MAkll.'TdE PAVEMENT WHICH CAM BE pxTiED kN THE EFITRAHM) H. HADIAL CURS OR COMIS ATION CURB ARD GUTTER '..BALL NOT BE CONSTRUCTED BEYOFQ THE ±ROW LIME EXCEPT FOR IfiER _AA%M`NT ! UP SES. 8, THE DESIRABLE ANO MAXIMIHA ENTRANCE GRADE CHANGES "U" ARE I-67CO IN 7FE. ALLOWABLE ENTRMMIWE GRADE TA'BC. THESE `AALL'E5 ARE ;aUT APPLICACI.E TO STREET CONNECTIONS, ALLOWABLE ENTRANCE GRADE CHANGES ENTRAHFE YOLUlot GRAID 'D"" DESIRABLE I MAXWIMI F#GH MctHE THAN 1500 YRO 0% 3z MEENUM 'SQif'tisarca vP0 ig3x E.x LOW LESS THAR SOO VPD SER 8X I. THIS ITEMS MAY RE PR£`CAST OR CAST PLACE, L. n_4 kTE TST PLPef TL - A3 HEAS 4009 PdF PRECAL. {. ' A�t 3. 0AR HAVING A MkO5 ff .309 FIITT, SSR LES'S Ak,9 FACE OF CURB)W ILL. BE PAID FOR AS RADIAL CURB c5, , A1; , I 4. TK DEPTH OF CURB MAX BE R.OUCED AS Mk,ICH A-5 3 w ji_ . ac�l 15 iIEPTH} OR INCRFASEO MJC.H A5 3 121DFS'?i{} MOF 1 I bi IN ORDEF IVkT THE $KSTTdtMr CURB tL COINCIDE_ 001HI FFE TOP a= R Ct3U"?T;E OF TP PA.F,MUNI 541B5TRUGTURE, ail, KEMP OTFERW£ T, AE 4E:aTH Ea TQ Ft£ (B" t5 SHOWRt, J4 A{ 3UST:&Nr T- IPo TT9E PRICE BID 15 TO @E MADE FM A I2Et K,I� t 1R AN X, G' NCIN DEPTH. .b. L GAG -2 PN TD BE WED ON RDA.'�'AI��YT�yS.y NkCPETING YK UIRr RE Oi NDiXEATOF' TBE VOOT ROS SIGN 4AMAL. #., -A . .m SEE - - - t1f1Td ;A;I-E I1 F I :'�� f rH:. - (4) IiHE 'H',+ t A , ,Y (FI _ , .t- 1 - _ I i ! 1 ;} U. i T l ...5:,- . 4 .;?547 C IF srs�JASE r 1'at ,a3 IMIN' t" .>» , ,4 9r `e''3f- ?SL, .. t... wM1 H t s Clk lVir p..-. ,,LL ..r`:; AbiA ,-Ti+_r .. ,�. '.^It,.- Y. t!_'!S': i'I( At0 % C a tL } i L e,L IN ,1i,.+t1:G.E rF;kT' ThJ D11C t ' A— @ . MA( . _ 4 _4 $A 3E Ittl:: Ar i, 'AIAF_L E.. 2';i :.Lr''_? ;L AUQViET al c;._I_n w Lr' L aar. - SUBH.45E' C IS�� T T� ',570": TYPICAL FIRE HYDRANT ASSEiMBL.Y DETAIL "N_ 'STANDARD T` 2" SM -9.5 SURFACE C 8" 21-A BASE COUF COMPACTEE SUBGRADE ASPHALT PAVING - DRIVE AISLES PARKING SPACES NO SCALE Sand Satting, Be���Nith C>�rTl actl� .. gregat'e Base Gt, N'Cl R TI . UUR-Ftt SET °Ili" F PAN%) BIEW' wf TOS0F IFA_V` ;RS ,SND, 130NTR L J(31NTS 1 P, rs M) 0G G0TEXT11' � IZ' (5QO NIriA lP1a T k C+J UP A+ MN,S,T OUR 13 .r ',!IS `r.QfdPA,-TEG/ AQQRF. ,TE 5eVE ;`; 10ib !'SMI-el"i MIN T WOK K"ESS GF,EOTEXTILELASEQUiRElli GENERAL NOTES: 1, TY -E DETECTABLE WAR:'i17C. SHALL HE PROVIDED BY TRI-INCATEC DOWS. 2. .ETECTA9LE WARNING 70 BE CCAS A-3 CONMET£ ICLASS A -,F F CAST) Wi'Tit s€II'x' RESTSTI MT HMTEG RAL SURFACE COVEIRHMG THE VUL WH3?N OF THE RN1F^ FLS1Gk BY 2 FOOT N LENGTH N THE DRRECIO OF PEDF5MA•i TRAVEL. OTHER TYRES OF MATERIAL WITH TPE TRLFICATE0 4OWS DETECTABLE WA�R4RNNG WAY BE USEO 'y1Tkf THE, AF'FRQVM. OF €NO►REER. 3,. SLOPRVGG SOTS OF CURB RAM' MAY BE POURED MONOLDWAA.Y WITH Mw 1114O,R w OT U51N% RERi6"P4, .E CTMTRWIH N JOINT WITH REQUK s IBAF?$- 4. F RAW FLOOR IS PRE TMT ADJOINING 7aiE.D SOU C?K BE CAST LACE AFTER FOR G PLEACE T OF P'fECAST RaXP "FLOOR. PRECAST CONCRETE SHAk.H, BE CLASS A-4. M REQUIRED BARS .ARE TO BE W, 5, N S" PLACED PCENTER 74 CENTER ALOK BOTH SIElE5 OF r fiAMP FLOOR,WD-DEPTH Or RAWFLOOAL M"164M CONCRETE COWER 1'% 6, CURD / Cuka MFG GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE LUXD N PAYMENT FQR 04W / CURE; " WiTTER. P. CURB RAMPS. ARE TO BE LOCATED AS STMOYMN OH THE PLA9MTs. OR AS DIRECTED BY T11E ENGetR. THEY ARE TD EIE FYtpvR'.EO AT INTEYI'FfC''Tit5N5 Ynf1TEYER AV`I AkCC€S L.E ROUT€' WPTMR4 THE NXAYIT OF WAY OF A: HTRVAY F"TY CROSSES A CURE REGA4OLESS OF MTr SWEWAIM 3S EMTaaG. Pit�+FDSEO, OR T1tMhE:Wi`vTEDCT. THEY MUST EIE LEiGATEn WHT74N PEO£STRM CROSSWALKS AS 5? WN CA1 FLMrt SSR Aa CI ?ECTE6 BT TIE EPRGM�EER. AMID 510MO NOT BE LOCATED �.}#NLY VEFYCI.E STOP LINES EXIST7HG LKSFtT P.ES FERE HY MIT& =CROP IWLCTS. ETC, ACCESSWt R441?ES 'PROY'BE A �.ONTa,µi(kJE, L4dO-tn1•TRLiCTE., ST.18TE, FIRM AND SLIP R'ESISTMir PATH C-0NF£GTT�iG ALL A uSE .R'" NSS fl FACILITY TOT IAM RE AP€'RO 4. €NTS@ 8. RAMPS MAY BE PLACED ON RAMAL OR TANGENTtAI ".ECIOI PH44'�EQ THAT OFTHETHAT TFE °THE SLO AN040TSTHC NMMT" TIC WTHIN THE OP041N �YdA€R .NN3 PERREM#FCULAR TO THE CLRB. ETE Su ALAE jS Tt RAd7MCiAR{sOT ATE T% 'T s}E Y1c�A E!1 a•aYY TRt�Gr< ORAE REFER TU ST CO^ Rc4AL € € (HEAVY TRUCK '{tRAFFiCi� FOR. CONCRETE C£PT.*1. 19, WHEN CURET RAM.M'3 ME USED, k9 CONJUIFICTION Y4TH A SHARED UK PATH, TINE IMNB.iUM, WgTH SHALL. BE THE WIDTHOF THE SKARED USE PATH �idAx .2°- A7 k." , 2" LECHER TV" E&I t7F PaYEww AT X4 XC , SMIE AS 'TGF' OFCURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME C -C Y��RSabOoaoN;�aO ;t b O 5 0 0 E.3 0 0 00 0 a 0 0 a s a aaoaatacaaouDOMaa 0 50+1 - GSX CF VASE DW.AETER VARIAME BASE i,IAMET ,$ ("""^'a'-�'�^`^ #° ATN'. �: ii PAk LIMITS O", 1 TRUNCATED DOWDETECTA:6LE WARNING CETT. l3ETAIL SHEET 1OF4 CG -12 DETECTABLE WARNING SURFACE mmum REV, 7/0S GENERAL NOTES wz 243.C•S SIA, "ART#ENT OF TRAM,"TATXW 1 3 I A-1 STREET APPROACH SAME SURFAcm iRMUS TO BE AS AS UA"INE ROADWAY iSiEE NOTE 61 SHOW?{ ON P8,AN5)it C f .n...m... �....m.. ,.._ i - - - tRAA,RUS TO BE A5 RAWMd- C4MIAT?CTd SMKTT'WN ON' PL.rx"C4i CURS A)IO GUTTER f CC-QI (SE F NOTE 77 ---- '7 1 �k SIDE(SE I ER 21 I U„ E I OFT"ALS 8° F*T€s WIDTH »B" 21-011 6R AS w4NLK ROADWAY SHOWN ON TYPICAL SFIC704. PLAN VIEW Nmmk-lw ROADWAY SLOPE kY FARABOUC CURVE B MIRK. EDGE QF SHOl7L0ER OR !A CHANCE ORT l4k FLOW LINE _ .,..: ,-- - '-` D MAINLINE ROAOWAY R M" ... SL'DPE Cdthidt"£ � -- I D 5!MIN. I COMWE;RCJAL €4TRMC€ M MkSTRUCT GRADE CHANCES WITH A PAIRADMIC CURVE, SECTION A _ A CLASS A:3 �', -, r:, "k• ,r; 3., _ -jjS �,E e•-- SECTIONC-C GENERAL NOTES 1, WHEN CO-11IS USED FOR STREET DONFECTITONS THE CONMEC7" WUST BE DESIGNED 04 ACCORDANCE MfiT'H { HE N04f ROZ OP514MT 6tAMJAL, SiCL.UGHdtST DISTANCE RE$UiRgwmTS. 2, WN€N THE €NTRATICE RADII =OT ACUOMAOOAT€ TW 'TURiNHG REOIRiEW1ENIT'S OF A4T'tC#'ATEtA HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CUPS RAPS W ITTW THE LSATS OF =HE R!"SWULD FIE INCREASED TO 7 Z. WHEN I.E. AY [;Or. CiiOM1 WITH ST WARD GG -3 O.R i,a 7 THE CUR@ FACE tV? TFTS STAMD'AW IS T4 BE ALY:A.JS.TED TD MATCH THE MOUNTABLE' CURB COMFIGURATRNt. 4. SEE STA40ARD CC -12 FOR CURB RAMP DESRYi TO BE WD WLTK INS ST"ARD. .PORE OF CUUTTER 54 PRECLUDE PO ARPINO aF WATER. ENTRANCE NOTES Cz. PLANS ARE TO INMATE WHEN CONSTMCTION OF A FLOW LINER REOUJREO TO FSROVIIDE POSRIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAAM.R+E PAVEMEPO SHALL BE Ct#i57RUCTED TO TFRE A/W LW tEXCERT ANY SUGGRADE STABILIZATION REOIAREO FOR MAkll.'TdE PAVEMENT WHICH CAM BE pxTiED kN THE EFITRAHM) H. HADIAL CURS OR COMIS ATION CURB ARD GUTTER '..BALL NOT BE CONSTRUCTED BEYOFQ THE ±ROW LIME EXCEPT FOR IfiER _AA%M`NT ! UP SES. 8, THE DESIRABLE ANO MAXIMIHA ENTRANCE GRADE CHANGES "U" ARE I-67CO IN 7FE. ALLOWABLE ENTRMMIWE GRADE TA'BC. THESE `AALL'E5 ARE ;aUT APPLICACI.E TO STREET CONNECTIONS, ALLOWABLE ENTRANCE GRADE CHANGES ENTRAHFE YOLUlot GRAID 'D"" DESIRABLE I MAXWIMI F#GH MctHE THAN 1500 YRO 0% 3z MEENUM 'SQif'tisarca vP0 ig3x E.x LOW LESS THAR SOO VPD SER 8X sere c:+ APPLICABLE TO' STRE t,nxz sraA.e � rRtr APiA1.NC;gBi_f ?D STRi"c,E' CDPkECTEM*IS SPECIFICATION METHOD OF TREATMENT - CONNECTION _. REFERENCE '. CONNECTION FOR STREET INTERSECTIONS ° ANCA COMMERCIAL ENTRMCES B,�a 2" SM -9.5 SURFACE COURSF 3" BM -25 INTERMEDIATE CC BASE COMPACTED SUBGRADE ASPHALT PAVING - ALTERNATE BOULEVARD ROADWAY & DROP OFF NO SCALE H� „ SCOTT R. COLLINS 2 Lie. No. 035791 A Ln Z ZONAL '0 v O C L 0 �Z s u w � Z ui 0Z � 0 E L (n D u Z 0 J L� O 4> 0 D =-� z 0 3:0 t--1 ' ._ o I� uj � L Lu z v a) F- X X -E-+ 4) s � y RVQ' z3 i"� E 0 O a 0 C Z � I'C'I L W (� 0 O Z .- W LS Z L F, J Y) J 0 0 O cA " 0-" >, C I 6 L C D > �o ax5 rr a5 ID O uj tJ d� -r•-+ UJI O s I Mujce_ CL ul -Op + D JOB NO. a5 0 122076 o 0 UY > SCALE D AS DOTED RA} L > SHEET NO. CL a m iF5 v D H(cSTF.;2= I. THIS ITEMS MAY RE PR£`CAST OR CAST PLACE, L. n_4 kTE TST PLPef TL - A3 HEAS 4009 PdF PRECAL. 3. 0AR HAVING A MkO5 ff .309 FIITT, SSR LES'S Ak,9 FACE OF CURB)W ILL. BE PAID FOR AS RADIAL CURB 4. TK DEPTH OF CURB MAX BE R.OUCED AS Mk,ICH A-5 3 15 iIEPTH} OR INCRFASEO MJC.H A5 3 121DFS'?i{} MOF IN ORDEF IVkT THE $KSTTdtMr CURB tL COINCIDE_ 001HI FFE TOP a= R Ct3U"?T;E OF TP PA.F,MUNI 541B5TRUGTURE, OTFERW£ T, AE 4E:aTH Ea TQ Ft£ (B" t5 SHOWRt, J4 A{ 3UST:&Nr IPo TT9E PRICE BID 15 TO @E MADE FM A I2Et K,I� t 1R AN NCIN DEPTH. .b. L GAG -2 PN TD BE WED ON RDA.'�'AI��YT�yS.y NkCPETING YK UIRr RE Oi NDiXEATOF' TBE VOOT ROS SIGN 4AMAL. #., -A . .m SEE - - - t1f1Td 1 - srs�JASE lVir p..-. % ' A— @ . MA( . _ 4 _4 $A 3E - SUBH.45E' C IS�� T T� 'STANDARD B" CURB 502 VTRCs",*A DEPARTMENT OF TRAN4PORT-AHON TREY, $/45 20t»PSR H� „ SCOTT R. COLLINS 2 Lie. No. 035791 A Ln Z ZONAL '0 v O C L 0 �Z s u w � Z ui 0Z � 0 E L (n D u Z 0 J L� O 4> 0 D =-� z 0 3:0 t--1 ' ._ o I� uj � L Lu z v a) F- X X -E-+ 4) s � y RVQ' z3 i"� E 0 O a 0 C Z � I'C'I L W (� 0 O Z .- W LS Z L F, J Y) J 0 0 O cA " 0-" >, C I 6 L C D > �o ax5 rr a5 ID O uj tJ d� -r•-+ UJI O s I Mujce_ CL ul -Op + D JOB NO. a5 0 122076 o 0 UY > SCALE D AS DOTED RA} L > SHEET NO. CL a m iF5 v D Landscape Notest I - CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 1O.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Landscape Calculations PLANT LEGEND PLANT SCHEDULE SY M BOTANICAL COMMON NAME SZE CAN 0 FY (S01 TOTAL SITE QUANTITY COVERAGE(d) TREES AR ACE RUBRUM RED MAPLE 2 1/2" cal 452 2,712 QP QUERCUS PALLISTRIS PIN OAK 3 1/2" ca I. 471 14 6,594 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2 1/2 " cal. 423 9 3,807 U N D ERSTO RY TREES MG I MAGNOLIA GRAN DI I LORATFFFLE GEIVr SOUTHERN MAGNOLIA 16'-7'ht, 1 87 1 4 348 Py �PRUNUSYEDOENSIS IYOSHINO CHERRY 16-7'ht. 1 99 1 20 1,980 EVERGREEN TREES IN ILEXx`NELLIE RSTEVENS' NELL E R STEVENS HOLLY 15'-Tht. 44 1 .5 660 SH RU BS AB ABE [A GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 22 308 Ic ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 41 IG I LEX GLA BRA INKBERRY HOLLY 24" ht. min 23 59 1,357 TOTALCANOPY I I 18,340 NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHTi THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL E3E PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GRAPHIC kAL�'� 40 a 20 40 \80 16 ISCOTT R. COL S ILl IIN FEET Lic. No. 035791�11 I inch 40 . . ....... k\ Ift. A --- ------- - ----- (1 0) PY 101VAL X/ I(1 0) Qp (3) QP x (6) IN -- -- ---- . ..... x (18 Ic 6 (24) AB . . ........ (23) IC II7' 0 V� MANA EMEW1 ST�RM WAI IIILU X I0 < Ij �! 1 LU j; II-rr G ...... (5YAR 2) Uj - - ---------- ce IIIMLIAL (1') A SKED 00 W -i ........... ...... . C4 tI r III?7 ... II........... I12 7 D ON k\\ LU 1-STORy MASONRY BUILDING cyi I#3590 GRAND F N = 601.00'± ... ... ...... . nNISK FLOOR . . ....... ELEVATIO . ... ... ICY) .............. IG I0 .... .... CL I03200 -00-00-041D2 JAAIN' III1641 EDLICH DRIVE .......... CL C\1 tIREALTY LLC 9.363 AC ..... . CN ZONE: PLANNED (D I............ ....... RESIDENTIAL DEVELOPMENT . .......... '(3 II0 D.B./PG. 4020/569 z I. . . . . . . . . . . . . . LLT ELI .. .. LU IIL-4 ED IU) IF CL itUj ICL (3) UP S ILq 0 0 0 U CL 0 — ----- (2) UP' + f �_g I---- - -------- IE t---------- - --- ------- - - ------ ---- -- LU (D x Ice 0 LIJ IIIIIE 0 U) IUl TO ESL TPE� P1_0AB PRiOR TO LU I I 1[ RI Mr�)VAL 01- DEAL) LLJ 2 ALL r� I BACKFILL TO TEPMIT�ll.TE— AND D �HAI L BE PEqFORMEE) U%1F)FR z AT 10P CijTSIDE OF I hL. 11UPERV1�3;0N OF THE IANDSCAPE ARCHITECT. -BALL E 0 --T.Al< N(3 ,UE [AIL z �5� DO NOT FIB PQC�.ICTS -70 FORlI V,V�[ITE PAGKFILLII,�i. ADL MULCH OVFR_OP OF 0 Lli ,1jj7H WATER POOTE ALL. PI l N, l�JG -IT I4. Il,1V,'L):A-ELY SOAK P-LANT ILf, EL31NNING Af N, N1kjPE T.IAN 1" DEPTH AT TRUNK AND SEE IRRIGATION All "I IT __j IAHLRIIJ(; UP 10 A 01,� RPI ATE TC TI IIS TISTALLA'l 3' AT PLAJING P - UIV. 0 T�--?, TAPE; TO PROPOSED 0 I0 V11; S w II< IC: THEE GUW16 DET.�%Il_ G3NS�STS I0 OF > GUYS.SE_ j, CL SPL_ -N SHRUB 0 IPj.A�XT F�T UN UPHILI ��16E !AS SPECIFIED UN CL FIT -IRE AiE 10 '�E > -0 R E DETAT tIII DETAT, A R CKFILL * 7 IT C; Ll IVA FLU, .0 -'INA; X �7 FD c3l II.. f AW Al L BAI K LOOSE. IF Q L) ;C FORM Rool-BALL PIT- NOW-FIODEGRADA-ILF P17 FXCAVl,710N ­ N —TRENCH EDGE AROJND N SIDE OF TRFF 4" RCUI jAILL WHAPPING AiFltP. EXCAVATED 1,11AIERIAL IS, H01 PL EllMRF AIREA TO el- FI.N,AL TREE ACEMENT. LOOSE, SjBSTiTUTE A11TH 0 113 31JRLAR -�O�)TBALL WRAPP,Wi 4� T,-, 2L I-INTILD FROM TRUNK AC_�EPTAB�L7 TOFSOIL 'PENI"ri EDGE ARO D MATEWL AMEND BA''KF. L 0 AND '�JT AWA� -0 A I'DINT PE:� SPFCFICATONS.-COMPACT 0 E�,\TIRE Az�_A TO B� 1 Y F U 21 _. Uj PE-FF1 TO HALL PIT 0111 AT lt7AIT Y? DISTANrE DC'A'N BA0<FILL TI LIFTS , /_� _j DECAL W A E R T HR j Y A DILF:K V) SCAR11 I RA�,F OF PLANT PIT REFER TG ROOTSALL PIT f U -0 DETAIP �XCAVATI\IG PI BREAK D C^ SE RET­�N AN ,NIPACT I 0� E MR UGH AfIll) ALL EXCAVATE TO 3 LU E :KJAM A�; PLANT PIT TO ESTABLISHED FACILITATE PROPER DEP-H PR:�DR TC DRAIAAGE� Ifn L 0 IIJOB NO. IN07E, _'HA NC T -RE t NOTFY UL ANY Pi SC FIACTERISTC:S AIR 122076 ��EFF� TO 1.00-13ALL P:T— I�GR�EA�31_E T_: THE�, FLAN'-ING ERIA OR WHERL OC,NBITON�, Pm-�F IN a NOTES - D_� I AIL IRV�_' OF PLNT SIiRVvABIfIT'( CR V,IA�RANTIYL -T 11310P TO oTAKING I GET TREE PLUIE3 1H:OL, 10 STAKING� TREE F JkID U3 2� CQWRACTOR TC NOTITY ATCHJTFCI OF ANY DAMAGE EXPOSED BY, SCALE IS RETPICTED TO TEREMOV!, OF DEAL AND AND 2� ALL PHUNI1112 C� FC, THE R171,10ML OF DEAD AND _iROKEN. BRANCILIFLS AND OR NCURR.-D PLANTIN�G PRCES'S, -0 ALL I L IujTr- ON f,�� I TE LA SHA -L BE UNIER -11-IE c`iPERVIPM OF THE LANDSCAPE SHALL BE PFP.FOHMF.Q E ARCHITECT 1 =40' ITREE PLANTING TREE PLANTING ON SLOPE /�3 SHRUB PLANTING OOTBALL PIT SECTION 33EGTION N.T.S. 0- Q) SECTION 0 SECTION N.1.1 SHEET NO. t6 G