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Home My WebLink AboutSDP201600049 Plan - Approved Final Site Plan and Comps. 2017-06-07W_ - I -I E__j _FIA _L L L M_AP� L S|7 -F- F\ ATA OWNER: CR0ZET DEVELOPMENT SOLUTIONS, 1215 EAST MARKET STREET, SUITE 8, CHARLOTTESVILLE, VA 22802 OWNER OF TAX WAP PARCEL 05800-00-00-11500 AND SARA M. MAUP|N' P.O. BOX 387' CROZET, VA 22932 OWNER OF TAX WAP PARCEL 05600-00-008AO BUILDING USE: MULTI DEVELOPER: VuE REALTY PARTNER3, LLC., 1821 AVON STREET, SUITE 200' CHARLOTTESV|LLE, VIRGINIA 22902 PHONE 434-979-2900. CONTACT MR. WILLIAM PARK BED ROOM UNIT UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PLAN TAX MAP / PARCEL NUMBER: 05600-00-00-11500 AND 05500-00-009AO PER 2 PROPERTY ADDRESS: BLUE RIDGE AyENUE, CROZET, VIRGINIA 22932 ` OF 2 BED PROPERTY SIZE: 21.854 ACRES UNITS = 78 ZONING: R-8 RESIDENTIAL, WITH FLOOD HAZARD OVERLAY (FM) & PRESERVED STEEP SLOPES OVERLAY MAGISTERIAL DISTRICT: WHITEHALL 48 TOTAL SPACES COMPREHENSIVE PLAN: CROZET COMMUNITY - URBAN GENERAL (CT -4) (1.5 x 48) + DRINKING WATER WATERSHED: L|CK|NGUOLE CREEK / SOUTH FORK R|VANN4 RIVER RESERVOIR MITIGATION PLAN PROPOSED USE: MULTI FAMILY RESIDENTIAL SITE GRADING PLAN (50 SCALE) 28 TOTAL NUMBER OF UNITS / DENSITY: 128 MULTI FAMILY UNITS = 5.77 UNITS PER ACRE, 48 18R UN|T3, 78 28R UNITS DENSITY BONUS FACTORS: NONE LANDSCAPING PLAN (20 SCALE) 11 WAIVER/VARIANCE REQUESTS: NONE 30 LANDSCAPING PLAN (20 SCALE) SURVEY SOURCE: MAMR|CK ENGINEERING, P.C., 540-248-7407 WATER AND SANITARY SEWER PLAN (50 SCALE) 31 DATUM: NAVD 1388 13 WATER AND SANITARY SEWER PLAN (20 SCALE) BENCHMARK: NAIL IN BLUE RIDGE AVENUE' ELEVATION 638.02 SITE DETAILS 14 IMPERVIOUS COVER BREAKDOWN: LAND USE: 3Q, FT. ACRES STANDARD WATER AND SANITARY SEWER DETAILS BUILDINGS: 63.237 1.591 34 SIDEWALKS: 28'290 0.543 STORMINATER MANAGEMENT PLAN (20 SCALE) ASPHALT PARKING PAVING 84.855 1.948 17 CONCRETE POOL DECK: 4,448 0.102 BLUE RIDGE AVENUE VDOT DRAINAGE CALCULATIONS TOTAL IMPERVIOUS AREA: 185.888 4.190 36A MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.548 ACRES OR 84.855 S.F. AND STORM SEWER PROFILES SETBACKS; FRONT = MAXIMUM 25'. MINIMUM 5'. 3|OE O'' REAR = 20' MAXIMUM HEIGHT OF STRUCTURE: 35' NUMBER OF EMPLOYEES: NOT APPLICABLE RECREATIONAL AREA: PASSIVE DEDICATED OPEN SPACE ~ 14.817 ACRES OR 08% OF TOTAL SITE SWIMMING POOL AND CLUB HOUSE AREA PARKING DATA: SHEET NO. ---PLAN DESCRIPTION SHEET NO. DESCRIPTION BUILDING USE: MULTI FAMILY RESIDENTIAL SPACES REQUIRED: 1.5 SPACES PER 1 BED ROOM UNIT UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PLAN 2.0 SPACES PER 2 BED ROOM UNIT TOTAL NUMBER OF 2 BED ROOM UNITS = 78 TOTAL NUMBER OF 1 OED ROOM UNITS = 48 TOTAL SPACES REQUIRED: (1.5 x 48) + (2.0 x 70) = 228 SPACES PROVIDED: SPACES DELINEATED = 221 H.C. PER ADA = __8 TOTAL PROVIDED 229 ALL. SPACES ARE 9'x18' UNLESS OTHERWISE NOTED TRAFFIC GENERATION FIGURES: ITE LAND USE CODE: 280 NEW 04Ly TRIPS: 887 AM PEAK: 85 PW PEAK: 87 - / -I - R PLA N_ 10 DIS T -R -IC I T C 0 Ul\\[ T) PROJECT SPONSOR /u� RE7 �� PARTNERS, �7 7 � /v ALTY � ��zz��z�u� �� 9`,��7 0�� WILLIAM [4 �� I�� Z7�r z�/ z �v. �mz�. �/z��zm � ��z�� 1821 A u&STRuE, u u7TE 200 /�7 /lq��`�T777 7 �� T77�/� 22902 �,��z��z��z z��,��/ ,/z�u'zzv�� DZ�/}��^ 434-979-2900 � z�u�v��. All 'V1_C7_!\\\L/__T Y Alifl/_1 SCALE: 1^ = u,Oon K | /-� | K] F-F-�� | k | /-` | |\]\�||\J|- [- rT||\J\� Land Planning w FLub1_79c Warks �� l�T� u�4x��uu vv° '��«�u�u�uv�� "Vx"� u ./L�" 156 Laurel 14-M Road Route 612 East 540-248-74,07 Y/erKDna,VA 24482 met vijlR_ G, I \IIA SHEET INDEX SHEET NO. ---PLAN DESCRIPTION SHEET NO. DESCRIPTION 1 TITLE SHEET 20 SANITARY SEWER AND SITE DISTANCE PROFILES 2 PROJECT NOTES AND DETAILS 21 UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PLAN 3 4 BOUNDARY SURVEY EXISTING TOPOGRAPHIC SURVEY 22 23 PHASE 1 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 EROSION AND SEDIMENT CONTROL PLAN 5 SITE LAYOUT AND DIMENSION PLAIN (50 SCALE) 24 PHASE 3 EROSION AND SEDIMENT CONTROL PLAN 6 SITE LAYOUT AND DIMENSION PLAN (20 SCALE) 25 EROSION AND SEDIMENT CONTROL D ETAI LS 7 SITE LAYOUT AND DIMENSION PLAN (20 SCALE) 26 POLLUTION PREVENTION PLAN 8 ACCESSIBLE ROUTE PLAN 27 MITIGATION PLAN 9 SITE GRADING PLAN (50 SCALE) 28 LANDSCAPING PLAN (50 SCALE) 10 SITE GRADING PLAN (20 SCALE) 29 LANDSCAPING PLAN (20 SCALE) 11 S IT E GRADING PLAN (20 SCALE) 30 LANDSCAPING PLAN (20 SCALE) 12 WATER AND SANITARY SEWER PLAN (50 SCALE) 31 LANDSCAPING DETAILS 13 WATER AND SANITARY SEWER PLAN (20 SCALE) 32 SITE DETAILS 14 WATER AND SANITARY SEWER PLAN (20 SCALE) 33 STANDARD WATER AND SANITARY SEWER DETAILS 5 STORMWATER MANAGEMENT PLAN (50 SCALE) 34 STANDARD WATER AND SANITARY SEWER DETAILS 16 STORMINATER MANAGEMENT PLAN (20 SCALE) 35 SITE LIGHTING PLAN 17 STORMWA:FER MANAGEMENT PLAN (20 SCALE) 36 BLUE RIDGE AVENUE VDOT DRAINAGE CALCULATIONS 18 STORM SEWER PROFILES 36A BLUE RIDGE AVENUE VDOT MOT PLAN 19 _�WATERLINE AND STORM SEWER PROFILES PROJECT LEGEND � ��x��x^ � ��r�� SYMBOLS ABBREVIATIONS co CENTER TO CENTER PROPOSED WATER LINE oo uuRe & GUTTER PLAN APPROVAL peopOsED SEWER LINE f__ CENTERLINE CWP CORRUGATED METAL PIPE ----��---- EXISTING WATER LINE CONC. CONCRETE ----Z3^---- Ex|3T|Nu SEWER LINE DIP DUCTILE IRON PIPE ILI Z1 DELTA 15LA NWING7116,j ----------- EXISTING CONTOURS ESMT sAsswEwT /777 pRoposED CONTOURS ELEV. ELEVATION EXISTING SANITARY MANHOLE Ek Ex|snmn I ER Ak p*oposED SANITARY MANHOLE F.H� FIRE HYDRANT EXISTING DRAINAGE STRUCTURE GR GROUND SHOT !NV. INVERT pRoPosso omwwxos oTnunTunc -�� L LENGTH sxi3T/NG STORM SEWER MM MANHOLE PROPOSED STORM SEWER N/F NOW OR FORMERLY ARCRITfCTURAL REVIEW ARD --++- FENCE LINE O.C. 0N CENTER IT_ PROPERTY uws UTILITY POLE PvNT. PAVEMENT GUY w|�� EP coos OF p^xEwsN7 -----4 R nA0os ----�|/^---- OVERHEAD UTILITY UNE RCP nE|wnoRu[D CONCRETE PIPE ACSA -____ UNDERGROUND TELEPHONE R. D. nU0F DRAIN EXISTING POWER UNDERGROUND R/W RIGHT OF WAY /B6w, /�, I t //&M o TELEPHONE PEDESTAL SAN SANITARY VUOT Ww WATER MAIN -----�e---- EXISTING Cm5 TBW TEMPORARY BENCH MARK F/C FACE OF CURB 5Z__--| PROPOSED 3Bm[R LATERAL T/c TOP OF CURB -----�9---� PROPOSED WATER LATERALT/p TOP op Pm/swswr r/s TOP OF 3|DEY��x NtVH �xs�N� FIRE YDRANT -------<�| | M T/G TOP OF snouwo PROPOSED FIRE HYDRANT W/ WITH C.U. SAN. sew. cLsxw our Ex|�T|mo CURB � GUTTER --------------- IPF IRON PIN FOUND PROPOSED CURB & ouTTsn IPS IRON PIN SET LICENSE REVERSE ouno & GUTTER worc: wor ALL LEoswn /Tsuo MAY Apps^x IN Txsss pWIs ,0Z07_,049E- 051151-1,7 ___ ____ ______ - � i� _________ _____ ___ m __ - � -*-*-* i ALBEMARLE COUNTY GENERAL NOTES: & SEWER CONDITIONS N . i GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE SAW -CUT AND REMOVE 18" WIDTH OF �_k �4 � I CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. - 1 - & �3_ Z , 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN SPEED HUMP TO TIE INTO EXISTING PAVEMENT %- (�o� A �� EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDo-r). ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN TYPICAL BOTH SIDES [.� o, pa=:; ."i �_� = V) �,_ N MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. E__ Z 0 �. ',D r;o� f4 0 " DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH -THE CURRENT EDITION OF THE GENERAL WATER AND SLIGHTLY CONVEX CROSS SFCTIONj �Z4, �Z� U C', I I -RUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS ki - . ni 2. ALL MATERIALS AND CONSI SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 2q �4 CD� L HERWISE NOTED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. GUTTER IN LIKE MANNER - _____ 9 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 5� THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1� ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF , voo EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF I - TOP OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) � & CONSTRUCTION. 5" __ 4A i *THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND PAVEME-NT \ ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND ----- _____ 1 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WATER LINES, ETC, SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL 5. THE MAXIMUM ALLOWABLE SLOPED IS 2:1 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. __ m� \ OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN � SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 1---12'- THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT � 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE FUTURE EXTENSION OF THE LINE. SHALL GOVERN. COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL -TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE CONTRACTOR SHALL BE RESPONSIBLE 'TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE AND VIRGINIA SUPPLEMENT. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SPEED HUMP DETAIL 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S, DEPARTMENT OF 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. I NTS LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE GENERAL UTILITY NOTES OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS, CONSTRUCTION INDUSTRY (29 CFR PART 1936). 1 . CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE 3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL "TRAFFIC, CONTROL, WHETHER z i GENERAL CONSTRUCTION NOTES FOR STREETS: UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO - CONCRETE TO BE 3000 PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT 0 � CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. p.s.i. (MIN.) EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC F_ 1 4" ! 1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) - -'W-- R=2" ch I 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE V CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 105.14(C) i 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. EQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE -THE EXACT G�ADE WHERE SHOWN ON PLANS As E= D BRIDGE SPECIFICATIONS. Fy i THE CONTRACTOR MUST NOTIFY THE DEPARTMENT Or' COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN CTI VATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY HAMRICK ENGINEERING, P.C. AT . __ 0 1 ADVANCE OF THE START OF CONSTRUCTION. IIIR�411 1 11111 ,.- (f) (540)248-7407. PRIOR TO BEGINNING INSTALLATION OF' UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL = 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY w zi�ITMF � = 6" 1".11 NOTE: AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, Q 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. lu . � SEE PAVEMENT DETAIL THIS SHEET HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALI_ BE 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL - HIR - . � - . <_ CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. SUBMITTED TO VDOT, IF A SUB GRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT NTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. I 3 "Ill � __ . 1-4 . � . . FOR PARKING LOT PAVING REQUIREMENTS DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE 'TEST RESULTS FOR APPROVAL. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN = �_ � . .1 . 4 . - 4. . I ,a 7" EXTEND SPECIFIED STONE BASE 1.0' PAST IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND 'THE PROJECT SPECIFICATIONS. . m �, . A 4 15 A , BACK OF CURB AND EXTEND GEO7EXTILE FABRIC UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED i = _j I .11 . 4 EASEMENTS PRIOR 'TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED = - � . .. . - T CONSTRUCTION ACTIVITY, VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND - . . I I _� URSE. SECTION 252 AND AS SPECIFIED IN THE DRAWINGS. - -1- . � � - IN THE DEVELOPER FROM THIS RESPONSIBILITY. 1 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL. BE 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT 101, c; i FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 6" 2'-O" t THE BOTTOM OF THE CURB AND 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND z I SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN SPECIFICATION UNDER 217. .- 1� ------_I - AS DEEMED 1 7. NO PLANTINGS OR 'ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE - GUTTER MAY 13E CONSTRUCTED CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE LOPE OF SUB- NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS �� HYDRANT. OVIDED A FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. Li FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. NCHES SHALL HAVE A MINIMUM COVER OF 3.0'. CONTRACTOR MINIMUM DEPTH OF 7" IS 01 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS MAINTAINED. 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR - I 11 I I I ! VDOT CG -9 (A,B OR C), SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN � 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING VDOT RIGHT-OF-WAY. Lj_j � STANDARD PE -1. PIPING OR CLOSE 'TO OTHER FACILITIES. COMBINATION 6" CURB AND GU17ER (CG -6) i 8� COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY 7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION �z I n TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY CONSTRUCTION SPECIFICATIONS NOT TO SCALE CONFERENCE SHALL LD BY THE ENGINEER AND/OR c� I 9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, 'VARIOUS COUNTY p T EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. I I I I I J I I BE NULL AND VOID. NOTE: PROVIDE 30LB FELT BOND I 10, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC COORDINATION NOTES ING BUILDING 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK I CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 4" THICK CONCRETE WALK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT R __ , - �14 --lb v i � ,- E , � I - vlm, ,,- , i 11, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, MIN SLOPE 1/4" PER 1.0' i`rTeely-M, � q 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY �,l,;'�n('Jgp, Rl',;: A ,,�': , �,-I, ,J� --- ! ,� AWAY FROM BUILDING REQUIRED OR REQUESTED INSPECTION. , 6. , 4 $2 IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE I -AND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE. SIDEVIALK WID-M IS q:� I u q�� -5, � 13 1kril, - n . . . . . � . R5,z �, , ��_ SAFE AND CONVENIENT ACCESS, 6.0' ADJACENT TO PARKIN �l_%lR_,T!:,"__ .0 - 0- "R � 4) ��, �z,A?0_�mv, CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING Q giWY, ,- E 12. THE SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS OR STRE , .0 0 H I E 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS tm,l 4 v`�;�l �� y c , APPLICATION FEES AND REQUIRED BONDING COSTS, GUTTER (SEE DETAIL TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ;P*fHl,- -, � 0- n r- �., I I 1� � RIX'!, DETERMINED BY VDOT FOR PUBLIC ROADS. ,i 5, 61 ��,1 , V ,,,, 1) c- I ��. , � Al 'I 3� VIDOT STANDARD CD -1 OR CD -2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY I THIS SHEET) REVERSE ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION -11 I .10 ug ,_a - �l , imV .11 A a I I r U ED WORK, AND TO FOLLOW ANY GUIDELINE OR - PAN TO MATCH PAVEMENT 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. � . -� . -, ,-7 --- - �v . v. � . . � I D, ,g ,j - - . . .. ` t* ' ;, CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT, ... � � . � . .5- . '7'�`%� . . � 4 ', �4,j% `# .�t'f , - . Is . . �� 1111-1-11711 11-11 I I , 11 ��_��,' R 14, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED � � � . FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT 1111 11 6 P, N H 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED _El . ��cj�", �� 7�,:- �_ " �__L:.I.�_ A- , � .-- - �� -. I xygr, L� Z r /-)r�1-1-FK-ie_-�-�71-,2--�1--�� __ r- . 7__-___�� ---S-_-NJ5(' c SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, i�,gg z Iq 1��l ' - ` ___:!��'-z;�' `_�r�_7_`:m - - ,�, ,z I ,,, _� ::'_�� 1 - , t C _ x- -1 I - I , ,_ I �_ - _i - -, � 97 T f - __ INACCESSIBLE 1-0 VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE PRIOR TO THE START OF ANY CONSTRUCTION. �� , �. � tic _� 0 - I e -?' . . � " 'r - �y �_ -, ` � I r -1 � I - I ) 6, � - t=4 Ty INSPECTOR PRESENT. 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY , � t4_0,(_T.1�1')� � " .. .I. . I- . - - ),S;�) - I 022��' , I j_ , - - j , _,�,r, (I - . WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUN 4" VDOT NO. 21 -A ---A- I - -5 I I � , [ _ _', 7 WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIR31NIA _,V_yl Y _1,11� _V_�/ )� . - - - � . ,�().S;��?3_nc5C ) % " CODE. AGGREGATE k -11 -11 �,_� �lf X:y' . .. . . . � -d i . , X . I ;_. . __ 1. %I _"I'd, 0�' -k.-> - I t , , �. 1, GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CON -�I`15_��ll !�;rl IL-ri I -=I I 1��! IMI I M � j_? r� 'T'�,o - , 2 , � __ ,'A�21'- �1441� " - . -�( � - 't I ;_, � SERVATION AND RECREATION (VDCR) IN EROSION AND , _-_-----,p_ ?_--�' . . . I 4 . IX ,� x1l �, L� .�c ,a .. , , _ ,_cR_ �y_ TROL PLANS Il_,K,,sx)c . �___.,-,.cnr ) lsz_� U. '1�jc),C,75.01. - ) -, le� li ,�11�� `4 I � I , _- i '- i�, --i _� . R 11 _ f , , . I �_ _v, " _� �, , -- ---l-I I _- 1 7 - "I ', - . , ___ .1 SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL R� 11, � , I � - - � - I I � __ - II_=III - 11 I , fj ' ' 5. VIRGINIA STORM WATER MANAGEMENT PROGRAM (VSMP) PHASE 1 LAND CLEARING GENERAL PERMIT HAS BEEN '' ' T "' - !;,'�)W Ff ,FC _', '1� - - "7�7_�,_ TALLATION 'i-,�__ - .0 , � , - OBTAINED BY THE PROPERTY OWNER. _1? , '11*9_ IF " -?--'-I, I I 1=1 I Ill ____ __ ____ DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER NS �Q -11. -11 LLJ , gR,%4,,"t,, , I -if -6 ._ � , - X( (1�1' Z�� .1 11 __ I g P, % _A Ix I .1-L . I= , Ap"�,20'13041 � 47-0-0- � ,11) ,5 __ = ;11 11 - j 'R� --/-Pl v)_l:zl -7 -_ - 'It �,4 - 7' Ill" T1 _f ��M I I I L' - 1 AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. z'p_�ll 111. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION "I _ 0 �,,-S��t� , 11 , � � ,11 � - , "�_ �111`1�`,_�, �..l f � - , CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK SUBGRADE COMPAC ED 07--_- ------ \ ��,,-J� �l f ,�) ,� e._ 1 &N, - .� � I MISCELLANEOUS NOTES 'Elb��_llv� 10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED t,��;,o_ - PRIOR TO THE FINAL INSPECTION. TO 95% STD DENSI �,--�, - ,i�, " � -, - �, 0 ;�: x " � - '��,A�c,-:�`, � I ,,_,, ON THE SITE DURING AND AT THE END OF CONSTRUCTION. ,,�,zSk� 11 .Q , . .. � �� , -1 I I.. "I I �'t_ �, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 1. PORTIONS OF THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE AE OR THE 100 -YEAR AND 500 -YEAR \\-- SEE PAVEMENT DETAIL THIS SHEET � " "I'll, W''. �! F Z ;3 ,. I 1- � MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND 11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT V� y; 1-1 z;;. FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN FOR PARKING LOT PAVING REQUIREMENTS _ I �� As ft, P� RIGHT-OF-WAY SHALL HAVE A MINIMUM FORTY TWO (42) INCHES COVER AND I TT kl . . . . . v �l 0 1mg "I � . �� VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. ON THE FLOOD INSURANCE RATE MAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE OF EXTEND SPECIFIED GEOTExTILE FABRIC AND �� ,1. - - -_ 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN FEBRUARY 4, 2005. AG E 1.0" BEYOND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT �p @ v I n w fa CLEARING. 2, THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE BACK OF CURB (TYP) CONFLICT POINTS. .� 0 eq 11 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT OF PIPE AND SERVICES TO HIS OWN SATISFACTION. TYPICAL SIDEWALK DETAIL 12, ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, 4 m 04 lt� i � ALL TIMES. � 3. HORIZONTAL DATUM: NAD -83 NOT TO SCAl E SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF -lb M A ,,� 1 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS VERTICAL DATUM: NAVID 88 CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE Q4 � � I V �� 1 (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT 4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY HAMRICK ENGINEERING, P.C. ENGINEER AND VDOT, WORK SHALL CEASE IN 'THAT VICINITY UNTIL AN ADEQUATE � A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN DURING MARCH , 2015. ,_ Ili ko c DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. - I r APPROVING AUTHORITY. . , g 0 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY NON -CONTROL JOINTS TO BE q ko :3 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES - E;"- 4000 PSI CONCRETE W1 13, ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED , , A � I ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE TIED TOGETHER USING 5/8" CONTROL JOINTS EVERY 10' DOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. A � > NT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. CONTRACTORS EXPENSE. DOWELS 18" LONG SPACED 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND AT 12 -INCH CENTERS `� WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION is ACHIEVED. � . . - . \ ,- _ TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. '. I . .. .4 . . � . . ... 4. - _____ NO. 3 BARS @12" O.C. SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE ... 4 . 1 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF 1.4 � � �. . .*.,,,_ .- , . 1. o . . . � I--- EACH WAY CENTERED IN SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A i 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING _ r '. " - , , - 0 __a , 1 '4 - - PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTWEINESS OF OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 3"_ _. 4 . �. - .. � A 4 7 - - 4 : . . I . - A . . . SLAB PROJECT TO BE ACCE PERFORMED IN i . � _. - THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC. __ . .. - . . . 4 4 �_? , 0 . �_? - . A 6" AGGREGATE BASE ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. � () 0 0 0 0 0 0 0 0 �_j cl ?_3_1�_ ___� � . 0 0 0 0 0 0 0 0 11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS _TT'l 1-1 r1l /_� I'll r'l ,-,\ 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. D VDOT NO. 21 -A ? 3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY ��,��,'\' ,\ . ,�\- \��,._ I N, - - \\�-��',-->'�' ��,' -�,X*-\,�', � - '14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY STORM ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. SHALL BE LOCATED WITH A MINIMUM OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. A , �� ,N� \\\�\y I I 1\ I \ " \ - _\l N� \_ \'. ALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF I ,�\ .1 - . �\ , " 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE 4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY " THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, SECTION 5.1.28. ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE � 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF NSE. ��SUBGRADE COMPACTED TO WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY 9) � DEDICATED STREET RIGHT-OF-WAY. AT 'THE DIRECTION OF VDOT, DENSITY TESTS 1 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND N i 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE ALBEMARLE COUNTY STANDARD AND SPECIFICATIONS. -TYPICAL PAVEMENT DETAIL DENSITY. ' SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE W a) i HOURS OF 7:00 AM TO 9:00 PM, 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, - WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF "TEST �- .J 1 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, UNLESS INDICATED OTHERWISE ON PLANS. FOR CONCRETE DIUMPSTER PAD - REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. I OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION '1926 PART P AND OTHER 'I 5. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED 0 140 C SE OF SLIDES, SINKING, OR COLLAPSE. NOT TO SCALE ---v *q, APPLICABLE OSHA REQUIREMENTS. H /OR AS SPECIFIED BY VDOT. ld-1 �_ 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH STORM WATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS E NTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION 16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED . PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. SPECIFICATIONS, ANY AMENDMENTS THEREOF AND 'THE STANDARDS AND SPECIFICATIONS OF VDOT. STREET RIGHT -OF --WAY SHALL MEET VDOT MINI MUM DESIGN STANDARDS AND IS �_ w 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/AC,RE1, 9� SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER 'THAN 12' IN HEIGHT. F-1-1.177-77. THE RESPONSIBILITY OF THE DEVELOPER. 60 1% 'o AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYE GRASS AND 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP 2" HOT ASPHALTIC CONCRETE -NOTE: IN AREAS WITH THE HATCH SYMBOL [L-_'_-�.-_�'__'�-_�' 17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE k.lj CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES SURFACE SM -9.5 AL PROVIDE AN ADDITIONAL 2" OF - w /Ilk � TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR VDOT IM -19 INTERMEDIATE COURSE RKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT I SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, ASPHALT IN ADDITION TO THE TYPICAL VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE -) " , 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO PAVEMENT SECTION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. z GRADE LIMESTONE SHALL BE APPLIED AT 901-BS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, ADDITIONAL COST TO THE OWNER. - 0 ..--r FERTILIZER SHALL BE APPLIED AT CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND Z " 1= _"',11,4 'r 9 ,,4,4,,j,,,, w,7 -,v 1 11, SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND ,,"7-g, -6" CRUSHED AGGREGATE BASE TYPE 1, VDOT 21-A 18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL HYDROLOGICAL DATA, REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS I �_, �_ i fl -1111i -1 -1.11, I , . I �� % _� �r'f COMPACTED TO 95% S NSITY. MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. �g:,�- 11 , a, : � �-, 11 51, 1 �_001 �)��4 "I � 4 TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DE'NATERING DEVICES TO 11 14111,1,� - I 10 I P, a- , , L0 IN � - 'e'?� - R GEOTEXTILE AND FINAL 2" INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY I �l ", . I ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OF PIPING T PREVENT _V11W 1, , 10 � I I r� " - 11 - - I �> I � � I AFTER COMPLETION OF HEAVY BUILDING MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR EROSION. OPERATE DEWATERINC SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER - ll� " v. �� - I _ , Itr_ , - ,,,,, CONSTRUCTION OR AS DIRECTED BY OWNER. i - I -, - - ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. - ��---�- ,_ ,- CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN LEVELS IS COMPLETE. ;,7\-,;;z5;;,;,� 1 - �'-" O EXTEND 1 �0' PAST BACK .1 _,��>,\ \ � 11 I \\ 1�1 - "',�X\W, s I _� �l \ ,,,, I OF CURB, 19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY I I N , , 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN '12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT , �\\' , \' - \ ,\\ . 1� 1, I _N� _'-1'1�1� , NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING, SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. � SEDIMENT TO HALF THEIR HEIGHT MUSH BE CLEANED AND REPAIRED IMMEDIATELY. MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE ! 13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR I 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL PROVIDE GEOTEXTILE FABRIC DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD I PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND '-SUBGRADE COMPACTED TO � SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY 'THE COUNTY EROSION ROAD AND BRIDGE SPECIFICATIONS. AS SPECIFIED ON SUBGRADE. AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN 1 CONTROL INSPECTOR. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED OVERLAP SEAMS 12", FABRIC SHALL DENSITY. SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE 1 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. EXTEND 1.0' BEYOND BACK OF CURB SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO (WATER PROTECTION ORDINANCE SECTION 17-204G.) 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN ' < 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE SLOPE IS 2:1 (HORIZONTAL:VERTICAL BTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO TYPICAL- PAVEMENT DETAIL . THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF � THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-20713.) BE ACHIEVED. - - -_ THE DENSITY CONTROL STRIP, z I RIVANNAH WATER AND SEWER AUTHORITY (RWSA) GENERAL WATER AND SANITARY SEWER NOTES 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC FOR INTERIOR DRIVES AND PARKING - 20, ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 0 CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. �_ 1 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE T AD AND BRIDGE SPECIFiCATIONS. DENSITY SHALL BE / 1% � I 1 . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL CONSTRUCTION INDUSTRY (29 CFR PART 1926). DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 i WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, 18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL, VERIFY ALL DIMENSIONS AND CONDITIONS AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. > i EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY, IF THERE ARE ANY DISCREPANCIES WITH WHAT IS CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, M - � 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, -THE CONTRACTOR SHALL IMMEDIATELY EXISTING 40' R--O-W WIDTH AS NOTED UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND �_ - CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH ___ __ GIVEN THE OPPORTUNITY 'TO BE PRESENT DURING THE CONSTRUCTION AND w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE TESTING OF THE CONTROL STRIP. 0) �- 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. :D 4� z I VARIABLE PAVEMENT WIDENING 21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS > U =) 1 PRIOR TO THE START OF CONSTRUCTION. 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL 2. O' + / - TO 7. O' + 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE --INS TO THE EXISTING SYSTEM SHALL BE MADE COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW -THE BOTTOM _j 0 1 � TO ACHIEVE 13.0' W16FH ON I WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA SEPT. 15, 2010, OR THE L-ATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE � FACULTIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSiON FROM RWSA. 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO WEST SIDE OF BLUE RIDGE AVE. FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION W _j / N I 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. WIDENING PER VDOT STD WP -2 EXPLORATION -TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING '"W'" .< %J I SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION is MADE TO THE SYSTEM. E --2 DETAIL PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION J. = w i AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VARIABLE EXISTING IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION I-- W _j I I VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. CG -6 CURB -1-0 - PAVEMENT WIDTH STAE31LIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. �_ a: I THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND � ; -?. & GUTTER FROM 15' EOP TO EOP - I FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES ,�,/ 22, THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF 'T < � TO 26' FC TO FC lq�z i FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES _ EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO � I,--- � SHALL BE REPAIRED BY THE CONTRACTOR 'TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. , � �,�,14+ 1 's .09,-- � � - (� DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR , I 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL --'-I 0 6.0'--*- - WEST SIDE � EAST SIDE w I WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED . I - - SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION � OTHERWISE BY RWSA IN WRITING. 7 - - - EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING m i 7=-1-hT, 2. 08Z BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE � 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND - �� - o ,z - o ��7_- - _j � BLA , 1 I�L*rr �, �- - - - - - � �8 --,.;I STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND --le � ' -_E;,t - - RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE- ST SURVEY - - � � , � - - - i :71 1 0 I I-FXT -, CAST -IN --PLACE BOX IS PROPOSED, THE 'THICKNESS OF BEDDING SHALL BE SIX (6) 1 1 1:: , , 1 :��hrl��.` -, - - \ / �_k � - ,, " MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING ax:�l I a I Ifl 1. __ I - �, __,_ ��_._., " , , - �� 7, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION . � . .. ..... I� I � -1 ST -CCTV MAY BE REQUIRED, RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED - - �, - � �. . _�tl:2�� =, 1 = ,\/ INCHES. WHERE SOF 4" 3 500 PSI _,_�,,_,�� '' 0 I 1_1 I ;! - - - . 3- - fl� TERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION � PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. ' - IIIE�11--��Tl 11-121 i- IS ENCOUN CONCRETE SIDEWALK '-111=!I=IIj=III= I- 2- " SM -9.5A ASPHALT - - WEARING SURFACE _______� DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION .. STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. AT NO ADDITIONAL COST 'TO THE OWNER. 1 23. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF i 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A E THE APPROVAL LETTER. � CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR 1.0' BEYOND BACK OF COMPACTED TO 95% 24. VDOT STANDARD CG --12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON Q0 Ln Q0 'THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE 0 r-) i CURB C14 - u SPRING LINE OF THE EXISTING PIPE. / THESE PLANS AND/OR AS SPECIFIED BY VDOT, r_ (D I 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER - C) �14 � SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM, APPROVED SUBGRADE COMPACTED- 25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS __� I i c"I w - METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF SITY PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. 1_� CD __j 0 � THE PUBLIC WATER SYSTEM. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER --- � < (1-1 Li- I 1 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES GRADING IS MOSTLY COMPLETE. Lo 0 u cy-1 0 1 0 �;l V) LLJ INTO SERVICE. 'I'lPICAL BLUE RIDGE NVENUE 0 co " C) = I-__ :2 0 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT, THIS INCLUDES 0, A bi 3� Lid BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. STREET SECTION IMPRICON)VEMENT [:: m I-_ > 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. - , 0 0 0 '�` S, S T GV�A I I I 1% SrAl I [_,__� ... F I1;1 rIff I -- " [, I ,)" �] �� - , - , , - - I _z! I A;'' K WID-M IS l-LENT To PARKIN(3 , ,f._ 0 0 H ISE I __ 7\,1__ _.U�U_I�u _�_ T I TY I y I I - �6_��l '�,� 71 I- I _�_ ._j 2: Z 6 NOT TO SCALE CL -6 7-1 "o, 7 Ill �_ 'I � \ m < Lj I � I \ 0 u �E = D (/� 0 cf) _ _______ - - ____ � - -------.- - .1 ..- __ *_.___ _____ NAM ,i,il-g"--- MEW111 "low, Nom 11 TA1155C-00-8 APPROXIMATE CENTER LINE LOCATION OF POTENTIAL FUTURE GREENWAY TRAIL. GREENWAY TRAIL TO BE LOCATED, PLATTED, DESIGNED, AND CONSTRUCTED BY THE DEVELOPERS OF CROZET CROSSING WEST GLEN (SEE SP201600003) VUE REALTY PARTNERS LLC AGREES TO COOPERATE 0 IMUNITY ASSOCIATION, /Nq.I WITH WEST GLEN FOR THE LOCATION OF FUTURE EASEMENTS SERVING THE WEST GLEN D8.2228,P. 122 PROPERTY, SUBJECT TO THE APPROVAL OF VUE REALTY PARTNERS LLC'S LENDER(S), N R6 RESIDENTIAL AT THE DISCRETION OF THE LENDER(S). COMPLETION OF THE EASEMENT AND CONSTRUCTION Ix VACANT I OF THE TRAIL ARE NOT REQUIRED FOR DEVELOPMENT OF THE VUE. N\ 5 N ow �1. & IPF 7 76 I' --- p -,Aj v o), TM55C-3-A CROZET DEVELOPMENT SOLUTIONS, LLC DB. 3 4 4 7, P. 2 18 _E LOCATION APPROXIMATE RESIDENTIAL V, R6 RESIDENT A 700 -YEAR FLOOD ZONE AEVA CA N T 5100,3CO-2290 0IJ-1 DATED FEBRUARY 4, 2005 T,11156A 1- 7-25 IPF CROZET DEVELOPMENT SOLUTIONS, LLC LOT 1, WAYLAND DIVISION 4. J9 A CRES-i- 6 SEE PLAT DB.265,P.344 R6 RESIDENTIAL /T_ VACANT .0 IlIQ a 0 70 Q Q) C-) C_11�1, �j ve ( 70 10 TYW56A 1- 1-26 MICHAEL /. MARSHALL A, , ox! . --. \ ALICE R. MARSHALL <LOT 3, WAYLAND DIVISION <S> 70 0 s a `• DE.2057,P. 159 'N' R6 RESIDENTIAL FAMILY ----------- %sl /Ps TM56A 1- 1-268 0 POST Jr MICHAEL J. MARSHALL ALICE R. MARSHALL k3 /JJLOT 4, WAYLAND DIVISION DB. 155,3,P. 166 R6 RESIDENTIAL VACANT IV 04 MICHAEL J. MARSHALL lli�p 0 7M56A I - I -JO V _950. ALICE R. MARSHALL 20' ACSA .15, 0 LOT 5, WAYLAND DIVISION -SAN17ARY N7 < D8.1160,P.496 SEWER EASEMENT /PS C) (z) 35' R6 RESIDENTIAL TV56A 1- 1-51 Ds. 940, P. 61 /Cc> CN 's, 7 VA CA N T MICHAEL /. MARSHALL ALICE R. MARSHALL SHEA i Kai9 8 DB. 7160,P.496 T"56A 1- 1-33 13 R6 RESIDENTIAL Q) DB PF R,5 DB. 24 P 274 IPF 1;?ES7136N TIA L A�l SINGLE FAA,11L y TM56A 1 1 -JOA VACANT? 0 z k .09 CQ I . All MICHAEL /. MARSHALL ALICE R. MARSHALL _dEREMIA9 ,r:� LOT 6, WAYLAND DIVISION Q) 30 o �13 D8. 716,0,P.496 �5 TA,156A 1 7 BASER R6 RESIDENTIAL-- I -32A 7M56A '- 1-32 VACANT 1 DS, 2194 P. 658 D3 --590,P.474 16 TA115j2S IPF (9) bo __� , A 4E�. V)/ DB * 7222 P-3,94 3.25' 4 .40 IPF S56 FA R Z_ 6 R f SID - - c7 n\� V5. EN71ZIZ 40 06 C) �o 1 5.5 IPF S56'SINGLE10 Ajj,�E FA MIL Y < 50 2.9..% 6,33 )> Q)o Q) P 06 V) z X17 q.9 1J5 IPS IPF // \ \ �` NJ4'08'13 TA456- 1 15 33. 1p NOW OR FORAfALLY X 41 CRZA4 ET DEVELORENT SOLUTOIONS, LLC PROPERTIES DR. 4 650, P. 576' /Ps 21.298 ACRES R6 RESIDENTIAL -3" 4 T Lo Q xi 4) DASHED PROPERTY LINES TO BE VACATED (TYPICAL) CURVE DA TA 1\156'0__9'01-W Cl- R=,332,15' n,=49*51'00" QN. „vv IPF ARC=288.99' FAN= 154.,36' 164-20 ----- IFF i�.A CHD=N17720'20"W 279.96' TIW5 6 - 6A S,33*56 A54 OW OR FORMALLY '50'5,3"W SARAH M. A� Up -".S,3,3 4A" U P /N� 95.6.5' 85-27' DB. 1230 -VARIABLE WIDTH ll /PS R WSA WATER LINE 0.556 A(. VARIABLE R.WS.A. R6 RESIDENTIAL t EASEMENT SINGLE FAMILY t DB.3912, P. 56115 TA456-7 NIFARY SEWER IPF't- EASEMENT Q WILLIAM M. HUNT Ix APPROXIMATE CENTER LINE LOCATION OF POTENTIAL FUTURE GREENWAY TRAIL. GREENWAY x I D 39 12, P. 5,55 'TRAIL TO BE LOCATED, PLATTED, DESIGNED, AND CONSTRUCTED BY THE DEVELOPERS OF KELLY V. HUNT z" 6'44'12 "w WEST GLEN (SEE SP201600003). VUE REALTY PARTNERS LC AGREES TO COOPERATE DE. 25,32, P. 64 42, 08' SURVEY NOTES R6 RESIDENTIAL WITH WEST GLEN FOR THE LOCATION OF FUTURE EASEMENTS SERVING THE WEST GLEN SINGLE 'F41WILY C, PROPERTY, SUBJECT TO THE APPROVAL OF VUE REALTY PARTNERS LLCS LENDER(S), > 1� 01 -ITA SHOWN HERE -ON FROM A CURRENT FIELD SURVEY AT THE DISCRETION OF THE LENDER(S). COMPLETION OF THE EASEMENT AND CONSTRUCTION tA OF THE TRAIL ARE NOT REQUIRED FOR DEVELOPMENT OF THE VUE 0 2. PROPERTIES SHOWN ARE WITHIN LICKINGHOLE CREEK WATER SUPPLY Po 30, Fz .20' A.C.S.A. WATERSHED AND SOUTH FORK RIVANNA WAFER SUPPLY WATERSHED. 0, \I,pG 00 SANITARY SEWER 3. THE STREAM BUFFER SHOWN HEREON SHALL BE iWAI'VAGED IN ACCORDANCEppp() EASEMENT W17 -H THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. < &A' C,\A NA,c H 130 DR. 9 7-9, P. 132 C 4. PROPERTIES ZONED R-6 RESIDENTIAL. PORTIONS WITHIN 100 YEAR FLOOD 10 HAZARD OVERLAY DISTRICT (FH) AND PRESERVED STEEP SLOPES. LJIN 01-C PC fz vv -?o V�,p 5t_0 :30J P 0- C2- R= 1 172.58' A ---,3'50'06 vv 13 �pOa CTr PID 'a'p. G VCfR p[3- A, Ir ARC=78.48' IAN= -,39.26' IF , CHD=N79-09'05"W 78.47' c,LX J'Ap 101- z 0 L.Li C) Ld Q C114 0 Q0 CD CD 11 V) T) CD cv C14 CLI tr LLI Q 7- LLJ (D rl) U ci Pat; Z voo z 0 L.Li C) Ld Q C114 0 Q0 CD CD 11 V) T) CD cv C14 CLI tr LLI Q 7- LLJ (D rl) U TRACT e PORTION or TM55C-3-A 7.343 ACRES OU.3447,P.215 THE DENSE WOODS IN THIS GENERAL SECTION OF THE PROPERTY / CONSISTS OF 75% DECIDUOUS AND 25% EVERGREENS, THE EVERGREENS / ARE MORE PROMINENT WITHIN THE FLOODPLAIN AND ALONG THE CREEK BOTTOM AND CONSISTS PRIMARILY OF CEDAR TREES. THE DECIDUOUS TRESS CONSIST / PRIMARILY OF OAKS, HICKORIES AND POPULAR. \ l RIV )10 ALIwfiA7-7-37 / \ '`•. EL','. AYARSHA41 Ile. 776o,P.496ALICE R- MARSHALL \ \ �' •i.o / , / ` \. / I `'°� C_f °.v v17 \ \ \ meg,. � f �' N\ ~ t \\0 00, '7 ` fie" y �t ti, Y," \ / ✓ / /""`v'j/L •��`}�,J��('''�� \ / ,� \ \\,.\ \ \ ,\ ``'., (`',,fj ''"�., 1 \ � \ `� \ \ `\ � \\, \\ \\ \ \ \ \�\.. \ \ �� I t � �Y,?` I � . , \� l �\�9y ,''1'' /.t✓T" �� `�`ek'r �~. .J �-f �^ \\ �\ :�,\ \ •\ �.� \ DC7 \ ` \ \ \ \ \` \� \ 1 i"'.'t' ? j �l� �,,,. , A `✓- TW56-7 WILLIAM M. HUNT. ` �/ f \ ) .. 3 ( rim AK n xEL7_r Y V. HUNT \ j \ THE DES WOODS 1 it GE r„\\ ` \ �� \ \ \ ��,•. ,� \ \ \�� \ \\ � \ l l� %�'✓ �\ .- � �'�' A!r� rr/O, fi� ��r/1/ DENSE 1� THIS NERAL SECTION ION OF THE PROPERTY r \` \ ` \ \ �• \ \ \ \ \ \ �� CONSIST OF 75% EVERGREENS AND 25% DECIDUOUS TREES. �\ . `` \ \ \ \ THE \ \ \ ' \ \- - CONSIST PRIMARILY OF CEDAR TREES AND THE DECIDUOUS TREE, CONSIST �\ \\\`�'�t,�;. �. T4 PRIMARILY OF OAK.., HICKORIES AND POPULAR. q D �r”/j�'�rT,.��iq�' r'�r�' _ lkk- ci 114' R, \ _ l Top ssmH INV. IN -_682 \ i '' r �j \ 1 \ \ °r \ ` \ -� \ \ �kcF:yq ~ \/ /� \ _ - y 12 vLe 2c (fjoUTE_ 62,92 f� \ , \ \ ,a' \ \ J/ t \ \ �F '�iAl fit) �X�BSPviH �— _ - - C \� ,��\ . - \ �\ \\P\°� \ %q _• \ �� '`" \ \ \ 'F0 !j Toy- T—_ \ t _ \ / f \ �t� o '`►- ° INV. 67�.os 1 ` \�-- > i rr�_ \ \ \ \ I ,��r <r�/ INV. =666.,56 \ __ "r - `r \ ~ H \__` , \ /Y' 1 ` c \ %/� �`�"� O�rU�� A CQ 0 Q u1- dip 666.35 roe DI =tib - _ L f \ \r/ TAl a ��' N �N //v OUT - INV. IN a3v- — — \ INV. auT667.83�9r��IT��r r. ^-; -667.73 _ _ , �cp ----� � 1 _ \� I ,. �� s Nov r��'fi l pz �7' as �F� T-T�aEXTy1;6o-736 4' lVV $NV.666.76IN✓. X0lJTrg66.397'666.6 Sal/��rlc�c�r�Ai/rj�rj� ta ra1p EX -DI 10 Top 67¢.20 cx~D! Topes NHaLE INV. IN=:668. Tare- ' Lam¢, INV, 67g'DZ ~ `_ INV. aUT�6Bg�p INV 1�76.7s INV ��16j502 I'ap�I INS a(/T66D INS a(�r67 g o. %�V.V Icy g . � aaT67; 8g 3R.flZ7 5oA C" AHC ' 7359T4A.2.N36 6'�5G NNEG 277C119.P 'HO 7' a F -- EL LJ W Ld IS I o �C c0 n I v CD c�i h � � 0 o �C c0 n I CD c�i h � � 0 c CY O z (D � d � II 0 _J C T- z U U � 9= Q g..- Lli cm-) - Ld h9 ) L7 w o c0 n I CD c�i Lr) cv c CY O z (D LLJ 7- F §E II 0 _J C T- z U U W Ld g..- Lli cm-) - Ld h9 ) L7 {n NOTE: SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS TYPICAL APARTMENT BUILDING FOOTPRINT AND OVERALL DIMENSIONS I 9 .4 vvl� �o '5 CG RETAINING WALL G A L I /vo BUILDING USE: MULTI FAMILY RESIDENTIAL SPACES REQUIRED: 1.5 SPACES PER 1 BED ROOM UNIT 28.81 ' 2.0 SPACES PER 2 BED ROOM UNIT TOTAL NUMBER OF 1 BED ROOM UNITS = 48 TOTAL NUMBER OF 2 BED ROOM UNITS = 78 TOTAL SPACES REQUIRED: (1.5 x 48) + (2.0 x 78) = 228 SPACES PROVIDED: SPACES DELINEATED = 221 7 1.5.3' N.C. PER ADA = 8 S46°29 59 "E TOTAL PROVIDED = 229 ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED "N TOT LOT AMENITIES MODULAR UNIT FOR AGES 2-12 WITHA MINIMUM CAPACITY OF 40 USERS AT A TIME INCLUDING THE FOLLOWING FEATURES: DOUBLE STRAIGHT SLIDE, CURVED SLIDE, CLIMBING WALL, ARCH RETAINING WALL F CLIMBER, ADA STEPS, AND VERTICAL COIL LADDER 2 BECHES WILL BE PROVIDED AND SAFETY SURFACING MEETING ASTM F1292-99 WILL BE PROVIDED. ALL ACCESSIBLE ROUTES WILL MEET ASTM 1951-99 STANDARDS. THE AREA WILL BE FENCED WITH CHAIN LINK FENCE. GIN 114 'G N_�N_ Lo IN. V I+ + + + All IN, lNe, y u L000 S.F.IV, 400:l 00, + + 7 U tN A, + + + + + + + + + "++ + +q: N'_1 1�1 'J 11J o/ cp ,may (69' o -IV 0 li• + + \ �'� � e sir, � � / ,,/j 17- + + 4 leg ZIA (A cl IN zz FRONT SETBACK ON JARMANS CAP ROAD ESFABLISED BY OUTERMOST LIMIT OF EXISTING AND PROPOSED EASEMENTS SEE SHEET 3 FOR EXISTING EASEMENT TYPE AND LAST PLACE OF RECORD Q4P _Z� OPEN SPACE LINE TABLE /vo BEARING, DISTANCE T) cv Ll S9*3 7,56 "E 28.81 ' S53'08'43 "E 17.70' L3 S28'3850 "E 45.67' L4 S 17°.55'31 "E 7 1.5.3' L5 S46°29 59 "E 3338' L6 S2 6',3 1 '49 'E 19.37' L7 S26'31 '49'E 23.43' SEE 1771'. INING PLANS COMPLETED BT =1_9 GEOTECHNICAL ENGINEERING, P.C. UNDER SEPARATE COVER FOR DETAILS OF RETAINING WALL DESIGN AND CONSTRUCTION (TYPICAL) CLUBHOUSE AMENITIES THREE (3) SETTING PORCHES FITNESS CENTER YOGA/STRETCH AREA CLUB ROOM W/ KITCHEN & BAR FACILITIES NOTE: THE CLUBHOUSE AND POOL AREA SUBSTITUTES FOR ONE TOT LOT AND ONE-HALF BASKETBALL COURT. 71 0 co QLd i�o CD CIA C) T) cv co ro u z (14 (D 0 > LC) Lo U T rn Z) @) z > D 4'Av 0 W.0e LTJ 42 D w Q W LLJ W (D 00 00 rq P4 i�o CD CIA C) T) cv co ro u z (14 (D 0 > LC) Lo U w rn Z) z > D 0 W.0e LTJ LI D w Q W W i�o CD CIA C) T) cv co ro u C) (14 (D 0 6 LC) Lo U rn Ld > m 0 LLJ _j < LTJ LI D (J7 Q cn 2016 ROAD & BRIDGE STANDARDS ,9P-2 ADJACrHr TRAVEL Lh`:E ASPHALT PAVEMrNT r/DFNNG EG' ut EXISINIG FAVEN-`.r (AS nE TF fiFfINFO\FC 11 NEI rt. T- IACIX COAT TrE PROPOSED — rnNSMUCTION JOIN EXISTING ASPHALT LA>ERS / � PROPOSED A. PWLT LACERS \Z__________ ___ -� ., ._ _ _ T _ EXISTING NG S1.96':+SE _ PROPOSED SU3BASE 1 _ . _ _ _ Cn.. P;iPAC TGD SUGC.:RADE CONSTRUCTION JOINT DETAIL RE1G/ EXISTING A- H . T _AfE2 TO XI I,H' :SUBBASE AND REPLACE WIN PROPOSED A P ALF 'JIDENINGG LATER' I'RG `J D 141,111UM 1112 t>f THRt K A PHALT SURFACE COURT: (SEE NOfF 5) MINIIAUIA 12 INCHES, 01? GREATERr S5ARY TO ALUr THE FILL i,IC<\ESi OF EXISTING ASPHALT LAY, RS AS DE _PI.! ED 31 COPES (>__ dr rF 3) NOTES: t. ASPrnLi ?AVE:?EN-I sDtPIrG uTdLHAVE a PaJ E;.'ENT DESIGN IN aCCCRD:-CF 'VITH CURRENT VDOT PROCEDURES AND GE aPPPoOVED THE cN.,IfTcER. 7 VE 1 -G P IM1 PI , r P1 '"�T _. T P' ✓-nr .} ,N FIA T A.Et. - Ifl' r1 LL f/E ( O�, X . D E _ ND TYP G n'f F� ,F c.'ls IIh : ! „1n! `l LRA! D'AJ-!AGC O THE JSI G >w FRrFO ED PAVF:+I-\r SHALL BE :IDC(,-SSFD IN rrE P '/ r1_ 1T CFSI:- I. 3.1 IL1UM OF Th EECOPE SHALL U TAKEN ON THE CENTER OF 1 E ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THUt. E,'s OF EX,SI XG PF/F 1 LAYERS. AY S TI -.E 12 5 '.BALI_ DE 5P C NO VCRF THAN 500 EFT APART 4. TH ADJACENT TR L lI BE MlLED 1 TMJ!A DEPTH OF 11/> INCHES AAL AND REPLACED WITH AN ASPHALT �LRFACF COU 'AIO ?.TCH THE PROP1n;_n PAVEMENT ';,JII 'DE J" -G -FAC- CJUF?S M AlAIVED ED( THE FNOT%EER 5. THE Er G'NEER MAI 2ECt,RE TIE wu IV:: DEPT{ OF T117 EXISTING PAVEIXENr TO BE AD..USTED TO ACHIEVE AN A-CEPTABLE PAVEMENT CROSS SI OPE A ID EFFECTIVE SURFACE DRAINAGE. 7. Fx Snr.c PAVEMENT MARKINGS ArIJ Dur<1._R, t^nr;l 1 THE PRu.Ecr LIAIITS SHALI EF RESTORED ED SL;f3JEC r To FITE APPROVAL CF THE ENG.NCER. 7. FIINAL HWNSVERSE PAVEMENT TF -ill SHA:LI CCHITOR'f TOTHE PEOL.IRE:A,ENTS CF SECTION '15 Or THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TI LCCA•(iNS SHA: T 5= frSTED IJ5::i A'D TO`Jr SRn CHTEDGE IN ACCONL)PNCE NINTH HHE OF SE('TION 35 OF THE _,PEC C,ANO TS. '4,VEDDT SPEC$ CATION ROAD AND BRIDGE STM\UN2C5 ASPHALT PAVEMENT WIDENING REFERENCE SHE, TI of t1 I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC / 515 3U 3.02 VIRGINIA DEPARrUENT OF TRANSPORTATION �+ — 2016 ROAD & BRIDGE: STANDARDS DUMIPSTER ENCLOSURE (TYP) SEE SHEET C32 FOR DETAIL I frl li tt� 011 �e -T•I FTI z C13 00 CD 1 c� ,--I C/) CD 0 CD t �i _Tl � w t v� p NEW 6.0' SIDEWALK I NEW 6.0' SIDEWALK 0 MATCH LINE SEE SHEET C7 0 cj MATCH LINE SEE SHEET C7 If 1 4 � ; $VY � mr- i k c, --ImI Q }� Ski ro C) X � aa} ,7 wJ 2q U) f1 "i :.i +FIA✓'�• 51 0 ��/ Lijw Ecom c (D 4- - {�1 �5 CD c� _ -4 bo __.. L ruJ P'W cn 0 cj MATCH LINE SEE SHEET C7 CROSSWALK (TYP)-- -- 24' (TYP) If 1 4 � ; $VY � mr- i k c, --ImI N }� Ski ro C) X � aa} ,7 Goo 2q U) 0 CALLj "i :.i +FIA✓'�• 51 ��/ Lijw dC } �5 _ -4 ruJ P'W " ro c5 00 � W • _ �� _ri ;� UJ a ° o i t 11 �7 ED m0 /1X r < z � I I � I • v7 ij --1- C) 0 iia ---� Z rri !3j Mal � It� NEW 6.0' SIDEWALK c, I 1 2P CROSSWALK (TYP)-- -- 24' (TYP) If 1 a f 1 � mr- i k c, m N }� Ski ro C) X � aa} RETAINING WALL I I Al 9 F HVAC UNIT SET 4,5' OF SUILDING FACE ON 3.0' QUARE CONCRETE PAD L(TYPICAL) rnni NEW 6.0' SIDEWALK POOL DECK------�� COVERED PORCH !Tf f� Orf 0 11 C ! = 11cn 0 to cn Tl S ". J $✓ri MAILS f KIOSK ACCESSIBLE UNIT (TYP) Y -T I m 0 m G-) —� OUTDOOR PATIO- CD AREA °p/ FIRE PIT c 00 E rri C 4' (TYP) 24' (TYP) X 5 z T•°i L� If 1 a f 1 � mr- i k c, m N }� Ski 00 � aa} C-) Goo 2q U) 0 CALLj I Al 9 F HVAC UNIT SET 4,5' OF SUILDING FACE ON 3.0' QUARE CONCRETE PAD L(TYPICAL) rnni NEW 6.0' SIDEWALK POOL DECK------�� COVERED PORCH !Tf f� Orf 0 11 C ! = 11cn 0 to cn Tl S ". J $✓ri MAILS f KIOSK ACCESSIBLE UNIT (TYP) Y -T I m 0 m G-) —� OUTDOOR PATIO- CD AREA °p/ FIRE PIT c 00 E rri C 4' (TYP) 24' (TYP) X 5 z T•°i L� If 1 i k z 0 0 0 cm \\j\ ice` u Y Y)A 5 Y J COVERED PORCH 25' FRONT MAXIMUM SETBACK '� '� RETAINING WALL D MINIMUMS TRAFFIC CONTROL SHALL BE VDOT ITC -6.1 FOR SUBGRADE -�� DETAINING WALL E PREPARATION, AND FOR CURB SEE SHEET 20 FOR GUTTER AND SIDEWALK CONSTRUCTION. VDOT CG -12B RAMP la USE VDOT TTC--23.1 FOR MILLING AND PAVEMENT INSTALLATION. SITE DISTANCE PROFILES c E SHEET�36A .� ._ _ _ �. _ _ _ _ _ FRONT MINIMUM SETBACK imp - / NEW 6.0' SIDEWALK NEIN 6.0' SIDEWALK NE'N CG -6 CURB & GUTTED -� S I �. E � •-�T----• • ' • ' 6 CURB &GUTTER �. SEE SHEET 2 FOR TYPICAL SECTION OF 311.12 TO CENTER LINE - NEW CG -11 ENTRANCE Wf 12'° SAW CUT PER WP -2 (TYP OVERLAY WITH NEW ASPHALT LINE,- "�i�STANCE = ,307' 0 ,L � O\ 297' SLUE RIDGE AVENUE WIDENING JA.RMANS GAP ROAD CL 35' RADIUS RETURNS y� HR DE 6-1I OU—SNEEV 2 . �,._ — — �• _._ — — •_._. _.. _._. -___ — — — — .� — — ._ _.- - — . � `e SITE DIST � � � � _� _ � __ _ _� � __ � _ __ _ w J � � � � _ _ � � � _ � _ � _ � � � � __ � _ � — _ _ VDOT WP --2 DETAIL THIS SHEETBLUE RIDGE AVENUE (RT 1201) ZZ CD ul \ � � ._ 70111, CD _ u C14 cn 'RIGHT—OF—WAY Ln POSTED SPEED LIMIT 25 MPH DOT CLASSIFICATION — UNCLASSIFI Z c� PAVEMENT IIS 4 -i L l 0 0 n A i k N }� Ski �•• � aa} �Tb Goo 2q 0 CALLj "i +FIA✓'�• 51 ��/ Lijw dC } �5 ruJ P'W " ro c5 00 � W �+ w a ° o cm \\j\ ice` u Y Y)A 5 Y J COVERED PORCH 25' FRONT MAXIMUM SETBACK '� '� RETAINING WALL D MINIMUMS TRAFFIC CONTROL SHALL BE VDOT ITC -6.1 FOR SUBGRADE -�� DETAINING WALL E PREPARATION, AND FOR CURB SEE SHEET 20 FOR GUTTER AND SIDEWALK CONSTRUCTION. VDOT CG -12B RAMP la USE VDOT TTC--23.1 FOR MILLING AND PAVEMENT INSTALLATION. SITE DISTANCE PROFILES c E SHEET�36A .� ._ _ _ �. _ _ _ _ _ FRONT MINIMUM SETBACK imp - / NEW 6.0' SIDEWALK NEIN 6.0' SIDEWALK NE'N CG -6 CURB & GUTTED -� S I �. E � •-�T----• • ' • ' 6 CURB &GUTTER �. SEE SHEET 2 FOR TYPICAL SECTION OF 311.12 TO CENTER LINE - NEW CG -11 ENTRANCE Wf 12'° SAW CUT PER WP -2 (TYP OVERLAY WITH NEW ASPHALT LINE,- "�i�STANCE = ,307' 0 ,L � O\ 297' SLUE RIDGE AVENUE WIDENING JA.RMANS GAP ROAD CL 35' RADIUS RETURNS y� HR DE 6-1I OU—SNEEV 2 . �,._ — — �• _._ — — •_._. _.. _._. -___ — — — — .� — — ._ _.- - — . � `e SITE DIST � � � � _� _ � __ _ _� � __ � _ __ _ w J � � � � _ _ � � � _ � _ � _ � � � � __ � _ � — _ _ VDOT WP --2 DETAIL THIS SHEETBLUE RIDGE AVENUE (RT 1201) ZZ CD ul \ � � ._ 70111, CD _ u C14 cn 'RIGHT—OF—WAY Ln POSTED SPEED LIMIT 25 MPH DOT CLASSIFICATION — UNCLASSIFI Z c� PAVEMENT IIS 4 -i L l 0 0 n 1:0 AT FRONT OF BUILDING (TYPICAL) JEREMIAH LANE 40' PRIVATE R -O -W D.B. 155, PC. 422 20' ACSA SANITARY SEWER CASEMENT DB.940,P.61 EREMiAH LANE PRIVATE R -O -W 3. 155, PG. 4-22 z 0 1 -- OL Fr, 0 V) Ld Q (o z Cc > CD 1 04 W D C) Z > D 0 LJJ C) uj W W —J U-) :2 CD II bi W > m 0 Z Li (o c\I CD 1 04 CD 0 C) uj In U-) :2 CD II bi m > 0 Z Li 0 Lu < 0 NOTE: A MINIMUM OF 2% OF MAILBOXES MUST BE ACCESSIBLE BUT NOT LESS THAN ONE (1) (I.E. MOUNTED BETWEEN 15"-48- IN HEIGHT ABOVE7 FINISHED SURFACE FOR FOWARD APPROACH AND BETWEEN 9"-54" IN HEIGHT ABOVE FINISHED SURFACE FOR SIDE APPROACH. PER SECTION 228,2 OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN (AMERICANS WITH DISABILITIES ACT (ADA)) AND SECTION 1109.8 OF THE 2009 IBC (INTERNATIONAL BUILDING CODE). 111111REIRM 16 1/8, VitalTM Clusfer Box Unif - Type IV 30 1/2-1---- 0 47 3/8' 62' 61 1/21, as C1 I 0 0 3 s El I 14' FRONT VIEW SIDE VIEW 12'- 4#r - 14 1/20 PEDESTAL 4& 12' 10, 12' PEDESTAL BASE BOLT PATTERN DOOR CHART r - - 1 IH 7 -c -o -R if _PE DIMENSION (HEIGHT. W D71 NOTES- 1. This unit is approved for USPS and private applications. p 2. Decorative mailbox accessories sold separately and are # Ground Floor Units 1 10' PARCEL 1 10-1/41 x 12-13/16, 7 7 PRODIJOSEPS: N/Ital CLUSTER BOX UNIT USPS approved products. 2 300 7 3 1,1,011EI PLV A 3. CBU pedestal should be installed with included Rubber Pad; mounting hardware not included, refer to installation manual1WRINCE for recommendation. A "Mufaduring coMpany 5CALE �ONE ,1111 _11AI� /26/2012 fvl DRAWING NuBER 570-13C 7 3 4 DIAM ' 'I AF D 4. Florence "F" series CBLI is Officially Licensed bUSPS. License#CDSEQ-08-8-00 12 5935 Corporate Drive v Manhattan, KS 66503 WWWy florencemailboxes.com 1, (800) 275-1747 A GIBRALTAR INDUSTRIES Comp,v,ly DETAIL OF ACCESSIBLE MAIL BOX NOT TO SCALE THE VUE SITE IMPRACTICALITY ANALYSIS Two tests have been established to determine site impracticality. Because of its topography and the character of the development proposed, the Site Analysis Test has been applied to determine the site feasibility of The Vue. The following summarizes the process and findings of this test: Step A: Calculate the percentage of total buildable area of the undisturbed site with a natural grade less than 10% slope. Total area of the site: 21.854, acres Buildable area of site: 6.276 acres = 273,382.6 s.f. Area within the buildable area with slopes < 10%: 3.799 acres = 165,484.4 S.f. Step B, Calculate the percentage of accessible units Percentage of site area with slopes < 10%: (1100%) x (165,484.4 s.f./273,382.6 s.f.) 60.53% Total number of ground floor units proposed = 63 units 63 units x 0.6053% = 39 ground floor units required to be accessible Step C: Additional covered units In addition to the number of units required by the preceding analysis, all ground floor Units must meet the design requirements of the Guidelines if they are served by a planned building entrance which is on an accessible route, i.e., on a walkway having a slope no greater than 8.33% between the planned entrance and a vehicular or pedestrian arrival point. This requires the builder/developer to review the site plan a second time to determine if additional accessible routes and/or entrances have been created that will increase the number of covered accessible units. Whenever accessible routes or entrances have been created to provide access to the minimum required number of units, any additional units that may be served by those entrances also must meet the requirements of the Guidelines. The Units proposed for The Vue may be summarized as shown in the following table: Building it, # Ground Floor Units # Ground Floor Units on Accessible Route 100 7 7 200 7 2 300 7 3 400 7 3 500 7 4 600 700 800 7 7 7 7 3 4 900 7 7 TOTAL 63 Based on the site and practicality analysis, 39 units are required to be accessible for the buildings listed. This number has been exceeded by one unit. LENGTH DEPENDENT ON LONGITUDINAL SLOPE OF CURB LINE 6.0' MIN 6.0' MIN -*-8.0' MAX--,---*- 5.0'-----8-0' MAX - RAM P @ RAM P 0 1:12 MAXq q 0 1:12 MAX NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) SECTION 4.7. SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS SUPERSEDE AND GOVERN. BEGIN FULL 6"-� BEGIN FULL 6"' CURB HEIGHT CURB HEIGHT �SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. HEIGHT = 0" t"N r --r A I I r-1 r- r, - k I f r -N r-= I- A — — . I — — . BEGIN FULL 6" CURB HEIGHT 2.0' FROM WALK INTERSECTION '. A r, SIDEWALK E & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. Imm 'N" �q - 'q 4,11 A 4V J4, ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND 01y OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)1 B 6'8' A D E 61 J' 4&e 8—CUBIC YARD LOW TOP AND END LOADING A -SIDE OPENING ELEVATION: 3'4" - '8" B-SIDE OPENING WIDTH: 3'3" C -SIDE OPENING HEIGHT: 3'0" D -MAX HEIGHT OF HANDLE: 4'0" E-DUMPSTER BASE ON FINISH GRADE: 0'0" NOTE: PLACE DUMPSTER DIRECTLY ON CONCRETE SU DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE z- %44 Q4P qo I LEGEND Nfl ACCESSIBLE MAIL BOX C:) HANDICAPPED PARKING SPACE W/ ACCESS AISLE — — — ACCESSIBLE ROUTE ']= CROSSWALK LENGTH DEPENDENT ON LONGITUDINAL SLOPE OF CURB LINE 6.0' MIN 6.0' MIN -*-8.0' MAX--,---*- 5.0'-----8-0' MAX - RAM P @ RAM P 0 1:12 MAXq q 0 1:12 MAX NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) SECTION 4.7. SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS SUPERSEDE AND GOVERN. BEGIN FULL 6"-� BEGIN FULL 6"' CURB HEIGHT CURB HEIGHT �SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. HEIGHT = 0" t"N r --r A I I r-1 r- r, - k I f r -N r-= I- A — — . I — — . BEGIN FULL 6" CURB HEIGHT 2.0' FROM WALK INTERSECTION '. A r, SIDEWALK E & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. Imm 'N" �q - 'q 4,11 A 4V J4, ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND 01y OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)1 B 6'8' A D E 61 J' 4&e 8—CUBIC YARD LOW TOP AND END LOADING A -SIDE OPENING ELEVATION: 3'4" - '8" B-SIDE OPENING WIDTH: 3'3" C -SIDE OPENING HEIGHT: 3'0" D -MAX HEIGHT OF HANDLE: 4'0" E-DUMPSTER BASE ON FINISH GRADE: 0'0" NOTE: PLACE DUMPSTER DIRECTLY ON CONCRETE SU DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE z- %44 Q4P qo I SIGNS SHALL BE MOUNTED ON A POST OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO LOWER THAN 4 FEET NOR HIGHER THAN 7 FEET FROM THE PARKING SURFACE TO BASE OF THE LOWEST SIGN. FOR SPACE DESIGNATED ON PLAN AS AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH HIGH LETTERING MOUNTED DIRECTLY BELOW "RESERVED PARKING" SIGN, PROVIDE PENALTY $100-5500 FINE TOW -AWAY ZONE SIGN WITH 1 INCH HIGH LETTERING DIRECTLY BELOW "RESERVED PARKING" OR "VAN ACESSIBLE" SIGN. zv,L 8 MI, P OW LIJ LLJ& CD 4J 43/4" 4 u -) RE C VEID' C:) PARKING sa, 0 > C4 W SIGNS SHALL BE MOUNTED ON A POST OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO LOWER THAN 4 FEET NOR HIGHER THAN 7 FEET FROM THE PARKING SURFACE TO BASE OF THE LOWEST SIGN. FOR SPACE DESIGNATED ON PLAN AS AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH HIGH LETTERING MOUNTED DIRECTLY BELOW "RESERVED PARKING" SIGN, PROVIDE PENALTY $100-5500 FINE TOW -AWAY ZONE SIGN WITH 1 INCH HIGH LETTERING DIRECTLY BELOW "RESERVED PARKING" OR "VAN ACESSIBLE" SIGN. zv,L 8 MI, P OW LIJ LLJ& CD 4J u -) C:) Z 0 > C4 W co Z 0 LJ Co W W 0 11 > W M 6 LLJ u -) C:) CIA C4 (3 0 LJ Co -5 0 11 > _j 6 LLJ _j LLM < 0 LLJ :E 0 ol _-D co 0 1 U) THE CONTRACTOR SHALL PROVIDE BOTH 'SKILLED I INSURE POSITIVE DRAINAGE IS MAINTAINED AT ALL AND THE OWNER SHALL NOT BE HELD RESPONSIB OF THE DRAWINGS THAT LEADS TO BIRD BATHS ll\. THE CONTRACTOR IS ADVISED THAT LOCALIZED WAI BE NECESSARY TO COMPLY WITH MAXIMUM 2.0% ( SLOPES WITHIN THE PARKING LOT HANDICAPPED S ACCESSIBLE MAILBOX AND DUMPSTER LOCATIONS "I ,-A Q0 CD Ln (0 1-i CIIA CD 1�0 CIA LO (D cv w CD c-) � � z > co � OW r-1 > c-) Kf, z- LJ Lli m 0 < W LLJ m �t -4 N4 Q0 CD Ln (0 1-i CIIA CD 1�0 CIA LO (D cv w CD c-) � � z > co � OW r-1 > c-) w z- LJ Lli m 0 < W V) m Q0 CD Ln (0 1-i CIIA CD 1�0 CIA LO (D cv CD c-) cr LJ Ln co it LJ r-1 > c-) 0 z- LJ Lli m 0 < --D V) MATCH DINE SEE SHEET C11 - - - -- r�Ct / C5 -1l r i i; C;� e n 1- La ,�c..3_, `~�a I 1 j36 -1 il] a.u..+r:�r .r _ �E :". I 1, 7\ E I ! i.._ ', .•, p� xl cn / . Co C7 \ 1 Lr I r r01 C'3 t-- y C.t) . ,,;, .1 r.5] G;1 'jJ,-)j : f'�"1 t,.) l0 `'� '� CD Av��, a ! ! J �, :O"*'i Cr - J t/)' \ / O - r C>'V] II _ , t.), � 6S." 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I �, cl � I .Z�-I � :� � , I C) -; 1; us (� ;;,. i� : i � , , 1 4 � � I . � I I , r 03 I I - C) � I I - I __1 - . � , � I . - ____L I --- i - . � -1. , , , � � I �__ - �� _!�_� 0 1 1 ... *,_� I _ � - �, , (. , -1 I rj) (7) � __ - z , ,.,,,, � I ... ,. -, � / � � � ,,l ___ L___J I I I - ' 11 -I:i x ?11 k, , ��, C 4� 1 �- c� / _�.�_�_ I .,( �___ . �, I /,,�, in - ...... -..-.-- - - . I � : �� 6 L] \ ) 0u C) 'D w 0 V) I i v4 m,-� = CONTRACTOR SHALL COORDINATE WITH RW3A AND 4CSA DURING CONSTRUCTION OF THE C EXISTING RWSA 12^ WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE DURING CONSTRUCTION AND TAPPING, 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCAT0N, THE OUTSIDE D�ME MATERIAL OF THE 12^ WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RW3A SHALL BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TBI SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE 'TAPPING CONTRA{ APPROVED BY RW3A PRIOR TO THE TAP. J.A MINIMUM OF 3 BV5|N[S3 DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF Tl SLEEVE. THE TAPPING SLEEVE AND VALVE SMALL BE INSTALLED PLUMB. FOLLOWING THE P TAPPING SLEEYE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND, E SLEEVE AND ALLOWED TO SET BEFORE THAT TAP IS MADE. 4.PRIOR 'TO MAKING THE TAP, THE TAPPING SLEEVE SHALL AND VALVE SHALL BE SUBJECTEI PRESSURE TEST THE TEST PRESSURE SHALL BE TWO HUNDRED ONE AND THE ANTICIPATED WORKING PRESSURE OF THE UNE' WHICHEVER IS GREATER FOR A DURA MINUTES WITH NO PRESSURE DROP. 1. ALL CONNECTIONS TO AC3A MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBL 2. ALL CORING METM0DS, 'THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION AC3A IN WRITING PRIOR TO CONSTRUCTION. J.ACSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CON ENGINEERING A W|N|WVM OF 5 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF 8 4. BYPASS PUMPING WAY BE REQUIRED AT THE SOLE DISCRETION OF ACSA STAFF. 5. GROUTING 0F MANHOLE BENCH OR INTERIOR MAY BE REQU|RED, AT THE SOLE D|SCRETUOIN FOR A SMOOTH TRANSITION OF FLOW. 6. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL. GRADE TO THE SATISFACTION OF EACH RESIDENTIAL APARTMENT BUILDING WILL RE EQUIPPED WITH A FULLY AUTOMA-TIC SPR NFPA 13R. THE CLUBHOUSE AND MAINTENANCE BUILDING WILL BE EQUIPPED WITH A FULL: SYSTEM PER NFPA 13. ALL FIRE DEPARTMENT CONNECTIONS (FDC'S) ARE LOCATED AS SH AND C14 WHICH IS BUILDING FRONT OR ADDRESS SIDE OF THE BUILDING. ALL FDC'5 ARE AN EXISTING OR PROPOSED FIRE HYDRANT. 2.KN0X BOXES WILL BE REQUIRED ON EACH BUILDING. OWNER TO COORDINATE WITH THE @ FIRE MARSHALLS OFFICE FOR LOCATIONS. 1. ALL SEWER LATERALS SHALL BE 4^ PVC SDR 35. SITE CONTRACTOR SHALL PROVIDE CLEANOUT ASSEMBLY AND WAKE CONNECTION TO PLUMBING CONTRACTORS STUBOUT, REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF UTILITY PENETRATIONS. 2. SITE CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE UNE AND FIRE SERVICE LINE TO WITHIN 5 FEET OF THE BUILDING FACE AND MAKE CONNECTION TO THE PLUMBING CONTRACTORS 3TUB0UT. WITH CONNECTION TO ACSA SANITARY SEWER MANHOLE BLUERDG4VE 1-2 AS A MINIMUM FOLLOW RWSA CONNECTION NOTES TM|5 SHEET 3E[ SHEET 13 FOR LARGER SCALE PLAN \4BN AND SHEET 20 FOR PROFILE Y|B0. 'R UNE A K8^TAPPING SLEEVE |0TE3 THIS SHEET LAN VIEW AND SHEET 19 o -7 ow IR 51 Qo (D m ') m _ u CD o | m ry - o o �_ O 2: o Lum Ln � u �� || LLJ_ o Id�- LLJ 0 `{m [J | L} | `E | ][ -D | un | 0 | o) J, scop CSU 1�)_. 4u q Vv /1-1 co, 0 0,0 S, < '440, 100 T lo @Tol' 'F lo 10 1-6" GATE VALVE x, 1 -F.H. el < 'o mo 90' BEND <1 Ic? <0 <16 s) v -p A V_) N << " �. �5� `L � 6} �� / `�, 66 AlK, nMH 6 6\,D C, W 9) k/u c- 70 ti x C) wV X sr V. `V_ ol R_Lb _ \< A.) _0 -LN < 6" \vl N, Isn), .1151 -<o vo A- A., j, -G, 4 2 V7 N 4 z _50 Oo < 0, 1cl) 2 4STR 4k Ca TFF 7" f PJ7T' `\. IV JfR > N EACH RESIDENTIAL APARTMENT BUILDING WILL BE EQUIPPED WITH A FULLY AUTOMATIC SPRINKLER SYSTEM PER NFPA 13R, ALL FIRE DEPARTMENT CONNECTIONS (FDC'S) NOTED, X, X\ TY P 1-6" 90' BEND P 1-6" GATE VALVE X TO -) 1"'METER IN Ix "IS 0 1--F.H. Cr "Y( 'a /-P I GATE VALVE 2" HDPE WATER ----,- (o k c X\ C9 SERVICE LINE TO �j rP c `y BUILDING AFTER METER N' b V �71 V-1 9 1, F-11 III /_7 V a. rl m _fDC 10 SOig"V CA IVATE OP FDC w _[IIINE TO BUILDING AFTER 4' SERVICE r JII II",\, GATE VALVE. SIZE PER SPRINKLER FIRE v _T PR VC BLAZEMASTER FIRES N/" -- �/ , PRIVATE CPVC BLAZEMIASTER k,, 'STEM DESIGN PLANS AFTER 4" S� SERVICE LINE TO BUILDING 66, DOUBLE DETECTOR CHECK VALVE GATE IVALVE. SIZE PER SPRINKLER 4, INSIDE I SYST� DESIGN PLANS i co CK VALVE i x DOUB�E DETECTOR CHECK FIRE SERVICE LINE BUILDING REQUIRED ON >0 INSIDE BUILDING REQUIRED ON SERVICE LINE m w FIRE A F -T LLJ rrl m 4' LLJ r\J m co -I- . A - _X tz I z U) rl 7-1 Lu r -q F —4"W ------- 410E F :11E LY - I c. . .1 il Fq m Fl C) VA ASSEMB ZF_of rn' c"O C) C) CD c� r CD CO CD z m I'MH) CD C, I o U) � QTR m SSR - - PRIVATE CPUC BLAZEMASTER FIR SERVICE LINE TO BUILDING AFTER 4" -------- GATE VALVE. SIZE PER SPRINKLER, SYSTEM DESIGN PLANS DOUBLE DETECTOR CHECK VALVE m -I- 1__� L_ I r-li 'E3 FE E: !E; 1---! E:: H: _F C-1 _-3 INSIDE BUILDING REQUIRED ON FIRE SERVICE LINE 1 " CORP STOP & I " TYPE K SOFT COPPER TO 1" METER � co w -i N, pq u Ln c:) V) W 0 Z) 0 W I e C\l c D Ln Lr) I CD 0 CD 0 CD c1l] m --A- cl m > 0 c; 0 *A \1 z M tel I < Lo F_ I'l LLI 0 0 < V) 0 1. ALL ROOF DRAINS CONNECTING DOWN SPOUTS ARE 4' ADS N-12 @ 1.04% MIN SLOPE. ALL HORIZONTAL HEADER ROOF DRAINS ARE 4" ADS N-12 @ 2.00% MIN. SLOPE OR 8^ ADS N-12 2. COORDINATE DOWN SPOUT DRAIN LOCATIONS WV ARCHITECTURAL PLANS. 3. AT LOCATIONS WHERE ROOF DRAINS CHANCE DIRECTION BY 8[Y, UTILIZE 2-45- BENDS YY/ MIN. 2' STRAIGHT PIPE BETWEEN. 4. UTILIZE WYE FITTINGS TO CONNECT INDIVIDUAL ROOF DRAINS TO BRANCH DRAINS. TEE FITTINGS SHALL NOT BE USED. 5. PROVIDE AREA DRAIN AND INCORPORATE INTO ROOF DRAIN SYSTEM WHERE SHOWN WITH A & SYMBOL. AREA DRAIN SHALL BE AS MANUFACTURED BY NYLOPLAST. USE D^ INLINE DRAINS OR DRAIN BASINS YV/ 18" CAST IRON PEDESTRIAN GRATE. OUTLET PIPE SHALL BE 8 -INCH. SEE DETAIL ON SHEET C31. 5. WHERE ROOF DRAINS DISCHARGE ONTO THE GROUND PROVIDE A 2' WIDE BY 3' LONG SECTION OF NORTH AMERICAN GREEN C350 MATTING. STORM SEWER PIPES STR FROM .-7rO-] PIPE RUN DESCRIPTION TYPE INVERTS TOP IN OUT N �D- o 2 MH -1 684.99 6y[ 682.34 696.90 3 CAPITAL FOUNDARY CB -74 CURB GRATE 6 85 '131 685.41 697.26 m 686.19 LK 5 CD 688 a5(4 RD 687'38 FM 0) 686.87 694.94 6 F2 '17 22 107 L.F. 15" ADS N-12 @ 0,57% 696.92 7 > 692.88 692.78 697.69 _ z 693.58 9 Ld0 N/A 698.13 702.05 10 < 689-57(4" RD) 690.13 689.47 694.71 -D | Ln | cl 14 CAPITAL FOUNDARY CB -74 CURB GRATE 6 9'1 : T =90F 691 692.10 111 28 .10 al 679.38 696M 15 MH -1 691.86 691.76 697.13 16 CAPITAL FOUNDARY CB -74 CURB GRATE 695.70 (4" RD) 69214 692.04 697.34 692,83 32 692.73 699.70 18 SEE SHEETS ClO AND C18 FOR PROFILE VIEW OF STORM SEWER SYSTEM FSTORM SEWER STRUCTURES STR NO TYPE INVERTS TOP IN OUT N �D- o 2 MH -1 684.99 6y[ 682.34 696.90 3 CAPITAL FOUNDARY CB -74 CURB GRATE 6 85 '131 685.41 697.26 m 686.19 LK 5 CD 688 a5(4 RD 687'38 FM 0) 686.87 694.94 6 692Z4 FM 687.47 696.92 7 > 692.88 692.78 697.69 _ z 693.58 9 Ld0 N/A 698.13 702.05 10 < 689-57(4" RD) 690.13 689.47 694.71 -D | Ln | cl 14 CAPITAL FOUNDARY CB -74 CURB GRATE 6 9'1 : T =90F 691 692.10 111 28 .10 al 679.38 696M 15 MH -1 691.86 691.76 697.13 16 CAPITAL FOUNDARY CB -74 CURB GRATE 695.70 (4" RD) 69214 692.04 697.34 692,83 32 692.73 699.70 18 694.94 FM -19) 694.94 FM 30) 694.84 702.85 19 695,81 1,1 695,81 LFN' 20 695.71 704.41 20 21 22 23 24 rT-4 696.61(4" RD) 701.60(4" RD) 701.90 702.61(4" RD) 695.87 696.51 700.00 701.80 702.51 695.4-9 704.34 705.52 705.82 706.43 701.51 698.77 27 MH --1 695.55 8 RD 695.45 702.25 CAPITAL FOUNDARY 05 FM 27 3.05 FM 29 29 N/A 694.18 698.10 32 CAPITAL FOUNDARY `B -74 CURB GRATE 694.32 693.22 698.45 670.11 36 DI -313 677.95 677.85 681.87 � RW5A � Li � + C3 -i CL � �� 0� � uu Oc _ LLJ Li _ {� co Lc) N �D- o | m cv ' C) " m LK � CD mco m > , o _ z o Ld0 < O -D | Ln | cl T C18 & C19 FOR :T C27 FOR MITIGAI LEVEL SPREADER SEE DETAIL ON SHEET C27 NEW 20' ACSA SANITARY— SEWER EASEMENT -D )FILE VIEW- ------- PLAN EXISTING POLE POLE - TO BE REMOVED - - - -- - - - 7 ------- I ------ ------- 8"ES— A �� MATCH LIf\IE SEE SHEET C"17 J 40 � Z-) zco CD Z 0 I— n EYE 0 V) Lij C) 0 CC 0 CIA 0 CN cl I A IA LL - C 0 Q0 CN m Ln CD m > 0 z Ld 0 LLJ - I LLJ L -Li m < L J :E cf) V) w z z w Z> Z w< 4 0 :D < z 0 z Z) G6 0 cj) 0 Y-ul gg, T w W —J rr" F - Ld w L as 7� -i ;> 0 CIA 0 CN cl I A IA LL - C 0 Q0 CN m Ln CD m > 0 z Ld 0 LLJ - I LLJ L -Li m < L J :E cf) V) w z z w Z> Z w< LIJ 0 :D < z 0 z Z) 0 cj) 0 0 CIA 0 CN cl I A IA LL - C 0 Q0 CN m Ln CD m > 0 z Ld 0 LLJ - I LLJ L -Li m < L J :E cf) V) z 0 > LIJ co :D z > Z) 0 LJJ 0 T w W —J F - w as -i 0 CIA 0 CN cl I A IA LL - C 0 Q0 CN m Ln CD m > 0 z Ld 0 LLJ - I LLJ L -Li m < L J :E cf) V) IX 5 loc� a C, C-) 0 c 1, -\Q> 1x\ jo I ST 9) A. C6 </ STR 10 V f/' �a �; , x1_ \ z N 'N' 1-10 Z J1 > 5 �YN s 6 j MH X % C� Nf C) 23 L. RD Z' -Fal - I /</> 'J, /I X n43 60' \,o AW (P C; 9 Cv (62_T_R� 6 6) Z C, 41' 4W� D" 2 g 0\ N's �o @ Y_ 0 \Ib �y 4%6 A T 4%) STR 6�' 1w 7 /010 (9 / N," ' 0: LEVEL SPREADER SEE DETAiL U6 (9,3 - _/ ON SHEET C27 'ST 09 "VI/ �09' �'j CO A o DFR 8 C) co b oar - //v < Col Op /010 C'\/ __"�Ivk -69 i--(Wjo611_1 CD RD @ 45 L.F. 4" INV=701.64 I I INV1 INV=702.5 (5DTR 3 6 -16 C) CEJ JIM r , I/l/p -6�96 I�j 2) 0 j "vv 09 P & 3�R o" 9 V Ni-aS 69 a -Tj 1-20' FT -1 9 5. cc aj M Ap J� 00 o_1 , m m -C 2m L rj CA m I") CD > CD CD ------------------ K: o INV= - Y Cf) 22 L.F. 4" RD 692.38 F:a— - - . i RD @ SDTR 0 ail 15"x4" WE Z 0 LA Q TF k 6,14 '_4o414 Fa 6 00 " Mmu R z LLJ LI J Q 54� o' CA > c k > c Ld Ld < LLJ cr_ > cj) E5 z D _j <J� m Lij QD U-) C) CN 0 lot CD CLI 3: m 11 LA > 0 Ld Ld < LLJ NOTE: PRIOR TO INSTALLATION OF ANY UTILITY CONDUIT COORDIN/ WITH INDIVIDUAL UTILITY COMPANIES. CONDUITS FOR POWER SERVICES SHALL NOT COLOCATE WW1 SEWER OR STORM SEWER EASEMENTS. I RWSA a N 0 z LLJ c� 0 u n m m CD Qc) <lr 0 z /11N L -j ir � z W Z 0 W CD � � C) OL Li U. Z Z Z) co Z 0 Ld L0 cr cr- ~ W -J cl: � Q w z -i 0 < z Z w CD Qc) <lr 0 z U � cA > 0 W CD � � C) zW cy, r CD 0 Ld L0 T. M ~ W -J m � Q 0 Z w Z LLJ CD Qc) Lo 0 cA 0 CD CIA 0 cy, r CD LLJ Ld L0 rn m II 0 Z 0 Z LLJ -j < < D U) 0 EROSION CONTROL LEGEND ESC SEQUENCE OF CONSTRUCTION - PHASE 1 PROVIDE TOP SOIL & TEMPORARY | A3 THE RR3J STEP |N IMPLEMENTATION OF THIS EROSION AND SEDIMENT CONTROL PLAN. � SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY � ' SEED ON RY /TYP\ SYMBOLS TO REVIEW THIS PLAN IN DETAIL WHILE BECOMING FAMILIAR WITH THE SITE PRIOR TO COMMENCING WORK. THIS WILL INCLUDE A REVIEW AND ` / UNDERSTANDING OF THE SWPPP THE POLLUTION PREVENTION PLAN AND THE W|T|Q�0N PLAN ' ' . @'�� i[T F�� - \/��(�� CD 2.A PRE-CONSTRUCT|0N CONFERENCE SHALL BE HELD WITH THE OWNER/DEYELOPER, THE APPROPRIATE STAFF FROM AL8EWARLE COUNTY ANDu L0 ' ANY OTHER NECESSARY AGENCIES AS DETERMINED BY THE COUNTY AND THE OWNER/DEVELOPER. THE LAND DISTURBING PERMIT SHALL BE ISSUED (�(]N��TF�[](�T|(}�� ENTRANCE -- \/��(|�� 102 AT THE PRE -CONSTRUCTION CONFERENCE AS LONG AS CONSTRUCTION INSPECTION FEES ARE PAID AND EROSION & SEDIMENT CONTROL SECURITY oj HAS BEEN RECEIVED BY THE COUNTY. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO THE ISSUANCE OF THE PERMIT. CULVERT INLET PROTECTION -- \/ESCH 3.08 3. UPON CONCLUSION OF THE PRE -CONSTRUCTION CONFERENCE AND FORMAL AUTHORIZATION TO COMMENCE LAND DISTURBING ACTIVITIES, THE x' R|p--[7/\P -- VESCH 3.19 OFF PROPERTY LINE FOR GENERAL CONTRACTOR SHALL UPGRADE THE EXISTING GRAVEL DRIVEWAY FOR THE HOUSE LOCATED AT 1194 BLUE RIDGE AVENUE AS DIRECTED -- \/�� BY THE COUNTY INSPECTOR SO THE DRIVEWAY CAN ACT AS THE INITIAL CONSTRUCTION ENTRANCE. THE GENERAL CONTRACTOR SHALL EXERCISE [}�T��T P��lT�{�T�(}�� 3.18 EXTREME CARE TO INSURE THAT NO MUD TRACKING OCCURS ONTO BLUE RIDGE AyENUE.oy TEMPORARYDIVERSIONDIKE-- \/ESCH 3.09 4 THE NEXT STEP |� TO BUSH HOC THE EXISTING BRUSH AND CEDAR TREES TAKING EXTREME CARE NOT TO DISTURB TME GROUND SURFACE ` � � '�� ^ �- -' -�- - - - - ---' - - '- --' --- ''- -'-'-- - - - �--- �- --'-- ` TEMPORARY SEDIMENT BASIN -- \/E��(�� 3.14 5. N B THE] GENERALLY ALONG THE 100 -YEAR FLOOD PLAIN UW�AND ALONG THE ` / / cz DOWN GRADIENT SIDE OF THE SANITARY SEWER AND STORM SEWER EASEMENTS. 5 LIMITS O� CLEARING ;� GRADING 6. THE NEXT STEP IS TO BEGIN INSTALLATION OF THE SEDIMENT TRAPS, SEDIMENT 8AS|N, DIVERSION D|KES, TEMPORARY CULYERTA, AND ROCK CHECK �� / �� SOILS BOUNDARYDAW3. CARE SMALL BE TAKEN TO ONLY DISTURB WHAT IS NECESSARY TO ACCOMPLISH THIS TASK. THIS STEP WILL. INCLUDE THE ESTABLISHMENT OF `�� ` / TME TOP SOIL STOCK PILE, MASS GRADING ACTIVITIES WITHIN AND ADJACENT TO THE FOOTPRINTS OF BUILDING 300 AND 900 TO GENERATE THE NECESSARY T]zS}ILIKG -- VESCH 3'3} FILL DIRT FOR THE SEDIMENT BASIN AND SEDIMENT TRAPS, AND THE CONSTRUCTION OF RETAINING WALL A & B BECAUSE THE STRUCTURAL / c [ GEOGR0 EXTENDS WITHIN THE FILL AREA OF THE SEDIMENT BASIN. APPLY TEMPORARY SEEDING IMMEDIATELY TO ALL 'TRAP & BASIN EMBANKMENTS TEMPORARY SEEDING - \ESCH 3'31 O- ARE" CONp��0N� STRIP 0P SOILS ONLY IN THOSE AREAS NECESSARY �R THE ESTABLISHMENT OF THE PERIMETER CONTROLS. SURFACE ROUGHENING -VESCH 3.29 7. BUILDING DEMOLITION CAN ALSO BE INITIATED AFTER INSTALLATION OF THE SILT FENCE DOWN GRADIENT FROM THE EXISTING BUILDINGS.[ �O '�_�' DITCH ~�, a ~�u�� x r�,,� �� FILTER FABRIC UNDERLAYK4ENT LASS A-1 MIH -KAP LINING PROVIDE WIRE SUPPORTED SILT FENCE ALONG FLOODPLAIN SEDIMENT TRAP DATA SCS I DRAINAGE AREA TOP ELEV !OTTOM ELEV STONE OUTL ELEV WIDTH OF BASE OF STONE LLNU I " SOIL MAP SOIL NAME DEPTH TO BEDROCK DEPTH TO SEASONAL ERODIBILITY PERMEABILITY SHRINK -SWELL UNIT HIGH WATER TABLE POTENTIAL .7 CRAIGSVILLE LOAM >60, SLIGHT 2,0-20 IN/HR LOW LOAMS, (15 TO 257 SLOPES) LOW 7B BRADDOCK LOAM >6011 >61 MODERATE 0,6-2,0 IN/HR LOW �O '�_�' DITCH ~�, a ~�u�� x r�,,� �� FILTER FABRIC UNDERLAYK4ENT LASS A-1 MIH -KAP LINING PROVIDE WIRE SUPPORTED SILT FENCE ALONG FLOODPLAIN SEDIMENT TRAP DATA TRAP NUMBER I DRAINAGE AREA TOP ELEV !OTTOM ELEV STONE OUTL ELEV WIDTH OF BASE OF STONE LLNU I " WIDTH 1 0.48 688.38 683.00 ___OUTLET 687.38 3.00' - 686.14 YDOT CLASS | TOP = ELEV. STONE OUTLET WIDTH OF OUTLEr---1 VDOT NO. 5 ELEV. COARSE AGGR BASE OF STONE ELEV. Xl \,-STONE OUTLET BOTTOM ELEVATION EARTH EMBANKME FILTER CL TH UNDER STONE EXTEND RIP -RAP DOWN FACE OF EMBANKMENT SECTION VIEW ELEVATION VIEW N -T -S DETAIL OF ��mMEN7 TRAP vESC313 ` ' ° N -T -S SEDIMENT TRAP MAINTENANCE INCLUDES REMOVAL OF SEDIMENT WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. THE STONE FILTER WILL BE CHECKED REGULARLY. SEDIMENT CONTROL 3TF SEE DETAIL THIS SHEET �`--O. --� TOP ELEVATION = 6975/ 42 L.F. 15^ �. °uS n -l2 0 2 '-TOP = ELEV. EARTH EMBANKMENT STONE OUTLET 48^ PYRAMID TRASH RACK AS ------ MANUFACTURED BY PLASTIC SOLUTIONS OR EQUAL TEMP. STEEL STRAPPING �LLJ VESCH 3.13 D 07 TEMPORARY SEDIMENT TRAP _j TEMPORARY SLOPE DRAIN - VESCH 3.15 STORMWATER CONVEYANCE CHANNEL VESCH 3.17 LEVEL SPREADER VESCH 3.22 u� X-1 V1 Pip o bi SIF DD Ld CD SCS SOIL V\ 0.1 AP UNII 41 DD Np Vt op Wi 71 MR LIMITS OF CLEAR &--GRUB 'A LINE SHO�IVN"OFF 'THOSE LINES 0. 2' 'N FOR C[�ARITY ONLY \�_7DB" SF Top 's CL Al TOP OF 88' LONG 6x6 RIDGID SPREADER y PRESSURE TRE, CL BOARD. USE 4.0' LONG TO SECURE BOARD IN PLACE. INV==676.00 BOTTOM OF SPREADER 4 -USE EXISTING DRIVEWAY FOR SEE SHEET 27 FOR PROFILE AND D�jj DETAIL CONSTRUCTION ENTRANCE WITH ANY MODIFICATIONS AS REQUESTED v BY THE COUNTY INSPECTOR )00 K N MINIMIZE LAND DISTURBANCE TO No LIMITS OF CLEAR GRUB MORE THAN 5 FEET FROM EACH SIDE OF TOP OF DITCH PROVIDE SILT FENCE DOWN GRADIENT SFF FROM BUILDING DEMOLITION z co _v- I V_ I PROVIDE TOP SOIL TEMPORARY IV -ELY UPON INSTALLATION PROVIDE WIRE SUPPORTED SILT SEED ON DIVERSION DIK' FENCE ALONG FLOODPLAIN IMMEDIAl > (TYPICAL) 'u 14 (TYP ALL DIKES) 0 All TOP ELEV. 694-50' L NOTES - Top '�BASE/ '' ' ~' ' '~-�� THE UWO3 SH�NN. THE �REA SHO�N DOES NOT �Ev��n��ED '-�-��-- \ REPRESENT AN AREA TO BE STRIPPED OF 'TOPSOIL.^n STRIP TOPSOIL AND GRADE ONLY IN THE AREA 1667.73 ^ ORIFICE � � / 7==� SUFFICIENT TO INSTALL- THE PERIMETER CONTROLS. _j- / ALL OTHER AREA WITHIN THE LIMITS IS JUST ^�� V IN = 888]S �\�OPE'-�``�s222' �� \ / ' - `� /' ~� � '' ---�_ -�z�� / , FOR ACCESS TO ENABLE INSTALLATION OF THE TO STR NO 14 | 1 \ �� E� 1 � �--- �� / � ~ � SEDIMENT CLEANOUT LEVEL aeom� � � 8^ n/s � � " �K �k OU7��80�9 2. THE PROJECT SUPERINTENDENT IS RESPONSIBLE CLEAR AND GRUB ALL TOPSOIL AND '' `''`~''~E ~^^`'` ON ^'`' / "»x 0kT�--''v� FOR INSTALLATION 8c MAINTENANCE OF ALL VEGETIVE MATTER FROM AREA UNDER TRENCH' OG0O0 --~ ' / � \ \ E&S MEASURES. ALL E&:S CONTROLS WILL BE EMBANKMENT, CONSTRUCT EMBANKMENT BOTTOM OF POND = 689.00' "`c�INSPECTED DAILY BY THE SUPERINTENDENT. CUTOFF4'-~~ CONSTRUCTED CUTOFF /L=/U' FOR A SCHEDULE OF MAINTENANCE REFER ucTO THE NARRATIVE, ROOTS, WOODY YE0LkA!|UN' 5|VMp». S«u. ' '' OVERSIZED STONES, AND NO FROZEN ''-`^" �/ 1�1 SIDE 74'20 `^`L� L /0,443 cS OR WET SOIL SHALL BE USED.�uro 18'OUTFALL PIPE /N=o«O�4O / " � INV�=��0U'-oo0 v `' 3 THE COUNTY EROSION CONTROL INSPECTOR MAY EM/u,r «�2 TRENCH O0/�- v - REQUIRE ADDITIONAL. E&S MEASURES DEPEND|W�TO Q ��'vo»,7s �k =~u -- , 1AI ] DENSITY. COMPACT IN 6" LOOSE -~'�b60_~^ 670.82 //VV »° ON SITE CONDITIONS. c - cK ~��e z III c*LAYERS� �o coTYVCAEMBANKMENT SECTION SEDIMENT CONTROL STRUCTURE �� ' TE�PO�ARY E�S CONTROL� ARE NOT T8 8E REWOVED WITHOUT THE PERMISSION OF THE COUNTY E8G zv NOT -TO -SCALE NOT TO SCALE ADMINISTRATOR. cz oo , > . __j ��~�� OFTEMPORARYSEDIMENTBASIN �� 25. THIS IS A BALANCED SITE IN REGARDS TO THE o_ TOTAL EARTHWORK REQUIRED.'OFFSITE GRADING z- EITHER EXPORT OR IMPORT IS REQUIRED. �uu \�l UOuu O U ^{ Z | v) | [] | o) - CTO) (� U) EROSION CONTROL LEGEND SYMBOLS CONSTRUCTION ENTRANCE - \/ESCH 3.02 �pTOPS{)ILING - VESCH 3.30 PERMANENT SEEDING - \/ESCH 3.32 o MULCHING - \/ESCH 3'35 (I/ �z 0� �� CONSTRUCTION ROAD STABILIZATION- \/��[�H �� b \ � �� T�� /\|k] |��T ��[lT�{�T�(}� - VES(�� 07 _ ' ��]�k�W/��R CONVEYANCE CHANNEL-- \/ESCH 3.17 / �� 61-F) q| |AF4CF A(l| |r.A-N|N�� - \/F��A � �g .`~~~..�.`..~ .�__. . __- ��P-�� - \/��{�� 19 � (D, OUTLET PROTECTION - VESCH 3.18 `v I\ ` `l v / DUST CONTROL - VES(�H 3.39 c/ CONTROL `�' ` �� {)i� STABILIZATION BLANKETS ,� k��TT�� - \/��(�� \ � ~` MATTING ' ' I IMITS OF CLEARING GRADING /NQ�SR)IPvxul\ dAlel'N" r4lIx4.Vlg-17C R§)(clollcc1p 60 RS SEE SHEET C22 FOR TYPICAL SECTION ----- ..~'-` / MINIMIZE LAND DISTURBANCE TO NO-NAr)DF~- TWANI..""" ^ rono \ SIDE OF TDP OF DITCH SEE DITCH SECTION `A -A' SHEET C22 ESC SEOUENCE OF CONSTRUCTION - PHASE 11 1. UPON THE COMPLETION OF ALL OF THE PERIMETER CONTROLS SHOWN ON THE PHASE 1 PLAN, W4S3 GRADING ACTIVITIES CAN BEGIN. ALL PERNITER CONTROLS TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY INSPECTOR. 2. STRIP TOP 30|L ONLY IN THOSE AREAS WHERE ACTIVE GRADING IS READY TO COMMENCE. 3. ONCE THE MASS GRADING IN NEARS COMPLETION AROUND AND ADJACENT TO BUILDING 980 AND THE CLUBHOUSE' SHIFT SHIFT THE CONSTRUCTION ENTRANCE TO THE LOCATION SHOWN ON THE PHASE || PLAN. 4. CONSTRUCT UT|L|T|ES, UNDERGROUND CONDV|T, AND THE STORM SEWER SYSTEM AS CONDITIONS PERMIT. CONSTRUCT ALL ON-SITE RETAINING WALLS. 5. AS THE MASS GRADING CHANGES THE SITE RELOCATION OF THE DIVERSION DIKES WILL BECOME NECESSARY. COORDINATE WITH THE COUNTY INSPECTOR. S. ONCE ANY PARKING LOT SECTION IS AT 3UBGRADE ELEVATION AND UTILITIES HAVE BEEN INSTALLED PROVIDE THE CEOTEXT|LE AND 4 -INCHES OF THE AGGREGATE BASE MATERIAL. THIS IS CONSTRUCTION ROAD STABILIZATION FOR THIS PROJECT. 7 THE CONTRACTOR SHALL STRIVE TO CONSTRUCT THE STORM SEWER SYSTEM AND SHALL WORK TOWARDS DIVERTING ALL ON-SITE DRAINAGE IN THE STONED PARKING LOTS TO THE PROTECTED INLETS. 1. LIMITS OF CONSTRUCTION WILL FOLLOW THE PROPERTY LINE OF THE DEVELOPMENT OR THE LINE SHOWN INSIDE THE PROPERTY LINE. 2. FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C22 AND GEOTECHNICAL REPORT. 3. THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES. ALL E&cS CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE. 4. THE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL E8uS MEASURES DEPENDING ON SITE CONDITIONS. 5. TEMPORARY [8:S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&S ADMINISTRATOR. U. -THIS IS A BALANCED SITE IN REGARDS TO THE TOTAL EARTHWORK REOU|RED, NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED. IV vj |NY=58DI0mu TOP OF 74' LONG 0-ro \ �\�). \ �Y� �� _ / \ � / �// ��\ 6^6 '^DG~ � �^�` PRESSURE TREATED \ Ile 'A BOARD. USE 4.0' LONG \ NO. 5 REBAR @ 18.0" O.C. \ T0 �E[U�E BOARD |N PLACE. |NV=57BOO BOTTOM 0F SPREADER. . . \ SEE PROFILE AND DETAIL ON SHEET 27. � \ \ \ \\ -- -- '- --'- --- - \ \ \ \\ /��. \ \ \ /��` \ ` \ \` \ ` \ , Y \ wx \ �� V1 ` 70, OF Vy IN:�667 83 INV, IN1666 76 /NV. INV.--.~vuoOV INV. IN�668 4 Top 70' LONG By 12' WIDE CONSTRUCTION ENTRANCE W/ 6" \/DOT NO. 1 STONE � � m K)� - o m L1,71 Mt m � � m � o � W Ln CD m cf) CL - Go 6_0 � � oW W LLJ m ~ � 00 u �� r > m F-1= o � 0 Ld Ll V ^\ cOLu � ~~ 0| L) | ^l � U) 0 ul � 00-d- �w < �4 C'41-4 � � /Y-4 Le) 5 � -1 r4�~ � � m K)� - o m m � m � o � W Ln CD m cf) CL - � � oW W LLJ m C111 � 00 u �� || > m F-1= o � � � m K)� - o m m � m � o � W Ln CD m 0 c) - � � oW W LLJ m C111 � u �� || > m F-1= o � 0 � � m K)� - o m m � m � o - o �� Ln CD m 0 c) - � � oW In LLJ m C111 � u �� || > m F-1= o � 0 Ld Ll V ^\ cOLu 0| L) | ^l | I-- [bn U) 0 ul PLANT ALL SLOPES STEEPER THAN 3:1 WITH LOW MAINTENANCE (NOT GRASS) GROUND COVER. ~Ll \A \ / / 7L L -11—L 0- C4)- \ 07 ILI W co )l /L 71 k. �R oa- Is ry Xr� ESC SEOUENCE OF CONSTRUCTON - PHASE III I.M \ ' \ '��/ / /. vrvn mc Uvmruc/mn vr /nc uuRm Z)cwcn Z:I,uom. u/^olLl^ �'um m vr /nc r^nnu u// nxm AGGREGATE BASE,INLET|NST�LLATON OF ALL INLET DEVICES, AND POSITIVE DRAINAGE OF SITE RUNOFF TO THE STORM INLETS THE SEDIMENT BASIN CAN DE REMOVED WITH PERMISSION FROM v\A TUE COUNTY INSPECTOR. � � 2� SF UPON THE |NS7�LLAT0N OF THE F0��N� AND FOUNDATION WALLS 0F BUILDING 5U0. AND CRASS ' \ ` ESTABLISHMENT ON THE UP GRADIENT FILL BANK SEDIMENT TRAP NUMBER 1 AND THE ASSOCIATED // \ . DIVERSION DIKE CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR.~^ � J. UPON THE INSTALLATION OF THE FOOTING AND FOUNDATION WALLS OF BUILDING 400. AND GRAS5 ESTABLISHMENT ON THE UP GRADIENT FILL BANK, SEDIMENT TRAP NUMBER 2 AND THE ASSOCIATED\ ESTABLISHMENT` DIVERSION DIKE CAN BE REMOVED WITH PERMISSION FROM THE COUNTY INSPECTOR. 0,/ 4, AS p*x/ OF THE REWovx� p�u��x u� u�u|w�m/ TRAP 1 AND 2 CuMr��|� THE m|||ux|mn )� \ PLANTING SHOWN ON SHEET C27. 5. UPON THE INSTALLATION OF RETAINING WALL B AND C. AND THE ADJACENT SANITARY SEWER AND ~� � STORM SEWER SEDIMENT TRAP NUMBER J CAN BE REMOVED WITH PERMISSION FROM THE COUNTY \ ` \, INSPECTOR. O. REMOVE ANY SEDIMENT BUILD UP WITHIN THE LEVEL SPREADER DOWN GRADIENT FROM STORM \ \ STRUCTURE NUMBER 13. `` \ �~ \ ' \ 7. UPON FINAL LANDSCAPING REMOVE ALL REMAINING EROSION CONTROL ITEMS WITHIN JO [*Y3 WITH | `` APPROVAL FROM THE COUNTY INSPECTOR.Top 67 OUT INV. OUF�66- lve INV. IN�668 40 L 68 IN, INZ! 02 fop 669 6 10 NOTES - 1. PHASE U| LIMITS OF CONSTRUCTION IS JUST THE MINIMUM AREA NEEDED TO REMOVE THE SEDIMENT TRAPS AND BASIN AND PROVIDE FINAL LANDSCAP|NG, 2� FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C22 AND GEOTECHNICAL REPORT. 3. THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION @ MAINTENANCE 0F ALL E8cS MEASURES. ALL E6bS CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE. 4. THE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL E8oS MEASURES DEPENDING ON SITE CONDITIONS. 5. TEMPORARY E8cS CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&S ADMINISTRATOR. S. THIS IS A BALANCED SITE IN REGARDS TO THE TOTAL. EARTHWORK REQUIRED. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED. Ell � � un m �C14o uj � - w V � ~ Lij ci ry Lo o d - CO oj CL Ell � � un m �C14o uj � - w V � ~ Lij ci ry u_ o d - CO co CL o LLJ m ui + � LJ� o , r = � � Cc V z o » \ l \ �cLJ� co m uu [} U cn | [] | � . LLJ� ~~ ~ op n -----�|�� > Ell un m �C14o uj - w V � � m ~ Lij ci ry u_ o d - CO co CL o LLJ m ui + � LJ� o �z = � � Cc V z o » \ l \ �cLJ� co Ell � un m �C14o uj - w V � � m ~ Lij ci ry u_ o d - O o LLJ m w + � LJ� o �z = � � Cc V z o » \ l \ �cLJ� co m uu � un m �C14o uj - w V � � m ry o ci ry u_ o d - O o LLJ m -i- m + � LJ� o �z = � � V z o » \ l \ �cLJ� co m uu [} U cn | [] | u1 t992 STONE CONSTRUCTJOIN' ENITAINTCA" 70' HIN. t I T ®RIT, TY 1WR3Z 0 K NLI'R HOU NfA2 EE10% SIDE ELEvIATION Kx!__j PIG CRIGUND 70' NIN. 1� WASHRACK 7r14Vr. PAVEFs PENT C TO SE�)Ikrllt MRSE AG[i:RECATE 1111 1 - , � T"APIrtim] �E% 1)5T EXTEND FULLWOM OF 1111GRESFI, Et;l<E53 OPER,00N PLAN VIEWW 111r FILTER FILTER Q.ffii SECTION A -A ERAIN SPACE HOTION B -B (j, 41�0Ije Adapted from 1983 Marviand SturiLians f(Lr, Source: A _Sgil Erosion and Sediment Control, and Va. DSNVC' III - 9 1992 3.08 — ------ SAT FENVE CULV�ERT MET PR 0 TE CTION TOE CF OF FILL - Pi i T --- ------- P)t: OF I'LL Lr FEr;tE._z 'usim4cl- Is 61 NIV11"U5 IF FI.04 L__ ILI' 6 10 N OPTIONAL STOIVE IC" 0 MB INA I FLOW A� I RVRAP Yr VDOT J3, 1357 OR j5 C"ARSE A(;GREGA[P TO REPLACE -I fbx� In s " - nR�-HUE' 'Rt 3: ItICH 'iELQCIT( IF iLQW IS ZX?'_CTEb Source: Adapted from VDUF Standard Shea,; wid Va. DSWC Iff - 49 1992 Plate 3.08-1 3.02 Plate, 3.02-1 1992 3.05 CONS7 UCTION 014' CASILT PENCE ) 1? SUPPORT) 1, SET POSTS AND EXCAVAIE A 4'X4` 2. STAPLE WIRE: FEt;CN1.; TO THE POSTS. TRENCH UPSILOPF ALONG, THE ONE I N COLL.M� +,F POSTS, FT H-1 T Hfl -T CL DWI I r pl,"VIDj: PROTECIII i(NN, sTATIU SEC" LIAP.0 EN w"l PROFILF STON� 71T M:H, r'Roc.] Jh S P1 IALT ' PlIVY C D S1,XTION' VIEW �4 NOTE SPMfFNT MAY BF CONTROU.ED AT OUTLEr IF IJNXIL) PONDING L WILL CIOEXTE PROBLEMS 4 EARTHEN DIF.n: Jill 1 41 Ij 1�1, 91 FT] �C7___ T� t X41111, MIT Flo$ I I I I Rim!I11� 1 I if im, f� F�L] _j Hill J. AlFACH THE FILTER FA-6RIC TO THE 'NIRE 4 3r,CKFLL AND CcMiPACT DiE FEtICF AND EXTEND if INTO THE IRENCH EXCAVATED SOIL. FLU is EXIENSIOi; OFF,1,9Mr AND W;RE INTO THE TRENCH FILTER FABRIC Source; Adapted from 1145 _ta!Lqtioll of Straw and Fabric 11 ter arriet.s d al B, ro _�LC'am�TTO!, ShCrWood air, Wy It III -'_>4 Hate 3,05-1 1992 3.05 `UCTION OF A SILT YL' AICom' TY[THOUT WIRE SUPPORT) L SET THE STA FJ S 2. EXCAVATE A 4f',( 4C TRENCH UPSLOPE ALONG THE LINE OF STA K ES it i Jill FLOW Fill Milli 3. STAPLE FILA'EU MATERIAL 4 BACKFILL AND COMPACT i 'TO STAKES AND E_X'T]?:tNI) THE EXCAVATED SOIL. ITINTO THE TRENCIL (PE16PECTM: VIEW) 311EET FLOW INISTALLATIONI POINTS A SHOULD BE HIGHER THAN POINT 13, DRAINAGEWAY INSTALLATION' (FRONT Ef EVATION) Source! Adapted from Installation of Straw and Fabric Filttr Barriers foL_5.e(fimqat _Coutpol, Sherwood and Wyant 1992 3.15 1992 3.18 J-POP51IR S _FE DPztJ*jV 7 E"k _L0 EAFLIIIE\ DIN't, PROV!D� INLET Ou COfYi:CCu3 METAL I N COLL.M� ASIHM T I 71 Hfl -T CL \_G" MlPL 21A AGGREZAIE UA'S__ pl,"VIDj: PROTECIII i(NN, sTATIU SEC" LIAP.0 EN w"l PROFILF STON� 71T M:H, r'Roc.] Jh S P1 IALT ' PlIVY C D S1,XTION' VIEW NOTE SPMfFNT MAY BF CONTROU.ED AT OUTLEr IF IJNXIL) PONDING WILL CIOEXTE PROBLEMS 4 EARTHEN DIF.n: 0 (COMPACTED) 3.2 2% 21 Ll -j Lr) LIJ Ln A A L —1i PI -Ph", OUTLET CUAID fill 0111s A 7 Lid '�P PIP,1; OUTLET 10 FLIT AREA WITH NO DEE ENED - PL, N V11Wi a f Z;ECTION :1-.1FiLri:Rt CLOM KEY t,:Cr-9-. RLCOs1_mE1' IEG IOR ENTIIE 11ERNLIER A I - A r ------------ v- p� PIPE OUTLET 'to Vi ELL CHAN,,IEL PLAN VIEW Tr L t. r WlY, SECTION flLTEI- CLOTH XKY IN ti 9'. R_ COMMENDE.l) FOR "MORE PERISR"YER Nul'.Es: 1, AARON Ll.',ENG MAY BE RI 'RouPRAP. TED RIPR,11?, ADION EA -.5.E! f, OR CONURUEE 2. 1, IS THE LLNGHI OF THE RIPRAP APRON AS CALCULATED 1--'!) 3AU-il DiAmETER. Bur ;,w USINf; PLAFE3 3. 1 - 1.5 TIMES THE MAXI. WH STONE LE�!S THAN 6 INCHES. Plate 3.05-2 1992 ROCK C_11.12,'Cl�DAillf ACRES OH LESS Of' DRAINAGE Ar?["A: AMC- -K!, A FILTER ULDTH (DOWNSTEEAM VIEW) 130r =I LOARSE AGGIRE ATE MR . 1(n, 2— ��rkl 1 �� RN i?3, ARI 21-10 ACRES' OF D1 i A INN A G E E, A. (DOW,"i3l'REANI VIEW) VDOT it COARSE ACIMECATE FLO'.Y 3 0 CLASS I I?lI`RAP SOUrCe: Va. DS%VC 1992 3.29 S1 YIJI4 i --Sr TEPPING CUT SLOT'E'S' DEBRIS FROM SLOPE ABOVE IS CAUGHTij Fl T -I]_--I ali --T E F EE: J NU 'NAFER, SCAL AND FERTILIZER CAN DEMME ESTABLISHED ON THE STEPS. Source: Va. DSWC Hate 3.29-1 GROOVING S70PE"�` A A/ GROOVING 15 CUTTING Fit R(AWS IR D IMR 7 AMO THE CONTO J1,F A SLOPE. 'Ef 'S III THE SOIL �ULA ITIL SURFACE CATCH RAIMNATER A;lEi PROVIDE SOME COVORAGE OF LIME. FERTILIZER ATIO SEED. Source: Va. t)SWC Pkite 3.15-1 Source: Va. L)SWC Plate 3.18-1 source: Va. I)SWC Hare 3.29-2 111- 120 111 - 157 111 - 277 GRA VEL AND URI HE 1 11.L'0 1 'El F IL TITR GRAV(12"MIN. DDEPTH), 3.07 WATER SfJ11i:CIPIC APPLICATION THIS METHOD OF lNLET PROTEC'TION IS Al-TLICA13"LE WHEIZE IHEAVY CONCE,,NTRATE.:D FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STHUCTURE MIGI-IT CAUSE EXCCE'SSIVE INCONVENIENCE OR DA.MAGC TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL HE VDOT #3, #357 Of' #5 COARSE; Source: Va. DSWC 111 -36 1992 CRAVE", CURD 1XLE7 S'E�'DIIIAWT FIL QQ rr,WEL F0 PER' -"2 RUNOFF ESH YIMER z, L I �Ilir1 Li 1111 1'— 1 'ILI NMI ILI], ,rnLMIT COtvCRETE cV n ER - 12%, CURB INLET SVE"CIFIC APPLICATION ISI T111131 MEITHOD oz,, ENLEX Piwrn'riwi 15 APPLICABLE AT CURB PILETS 16HE"IRE PONURNG I21 FRONT OF THE STRUCTURE IS NOT LHKELY TO CAUSE INCONVENIENCE OR DA11AGE, TO ADJkCENIT 3-rRUcTURE-S AND UMPROTr..,.CTED AREAS. i CRAVEL SJIALL LIE VDor ;0, jJO3O7 OR 5 COAIIaE AUCREGATE Source: Va. DSViC 3.07 Plate 3.07-6 TEMPORARY DIVERSION DIKE VESCH 3.09 N -T -S ` III - IS7 3.20 Plate 3.20-1 EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE5LOPE I'S .ALLOWED TO REMAII'l LOOSE SO THAT THE Ror;K. ',LQD. , Etc. R`ACH THE t1.4TURAL ANGLE' OF HEPO,51E. FILL SLOI TR,ETAT1tTEA17 Source: Va. Uswc Plate 3,29- 3 1 NIP < Z.- ZER TREADS CREATE �m 7 GROOVES PERPENDICULAR 10 THE SLOPE. TRA CK IAV r Source: 411chi2an Soil 1rosion and S'vdimentaiion Guide M - 27Zi Albemarle County Design Standards Manual—Engineering I: oF �J'RFS13 A�JD CGRESS I R, .;L, VADTH QP(:RA7:O,,N PLAN ONAINAGE 2% TO 'ED r _m 4 111111%.�T`Iokl' DEVICE Z _- - --- ----- �x, U, 1=5 FILTER `SECTION A—A IlliniiIIIIIII water tip Of I iJIm-h nm;t be insblled wiffill udniTnuin I rich ballcock Loll;"but pjvs%sljre. waAl :rater must be c�wiedaway from Jilt entilince to rsn. Yntwk_� stclull dillius, ditclie�> or PAVED WASH RACK NO SCALE Page 8 of 23 Plate 3.29-4 71 0 V) R, Ou ASIHM T I CL \_G" MlPL 21A AGGREZAIE UA'S__ > PROFILF STON� 71T M:H, r'Roc.] Jh S P1 IALT ' PlIVY C D LL. 4 0 2% 21 Ll -j I: oF �J'RFS13 A�JD CGRESS I R, .;L, VADTH QP(:RA7:O,,N PLAN ONAINAGE 2% TO 'ED r _m 4 111111%.�T`Iokl' DEVICE Z _- - --- ----- �x, U, 1=5 FILTER `SECTION A—A IlliniiIIIIIII water tip Of I iJIm-h nm;t be insblled wiffill udniTnuin I rich ballcock Loll;"but pjvs%sljre. waAl :rater must be c�wiedaway from Jilt entilince to rsn. Yntwk_� stclull dillius, ditclie�> or PAVED WASH RACK NO SCALE Page 8 of 23 Plate 3.29-4 71 0 V) R, Ou CL > 1-1 0 LL. 4 0 C:) z Ll -j Lr) LIJ Ln L —1i 4, LaJ li >LLJ �A 91111 z om N k3 cl > A4 C14 1-1 0 LL. 0 C:) z Ll -j Lr) Ln LaJ li >LLJ z Construction Practices to MiInimize Storm Water Contamination All waste materials will be collected and stored in a metal container provided by the contractor. All trash and construction debris from the site will be deposited into the appropriate containers. No construction materials will be buried onsite. All personnel will be inStrLicted regarding the correct procedure for waste disposal. Good housekeeping and spill control practices will be followed during construction to minimize storm water contamination from petroleum products, sanitary waste facilities, and other construction materials. Good housekeeping practices for each drainage area are listed below. To prevent storm water contamination from this project, the following BIMP's will be implemented: Spill containment berms will be placed around all temporary sanitary waste facilities and refueling areas unless refueling tanks are double walled. All vehicles on site will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. Spill kits will be made available with refueling sources and maintenance activities. Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 62.1-44.3419 of the Code of Virginia that occurs during a 24- hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case laterthan within 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected 'total Volume of discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by the general permit. Employee Traiqjr ,n employee -training program will be developed and implemented to educate employees about the requirements of the WPPP. This education program will include background on the components and the goals of the SWPPP and hands on training in erosion controls, spill prevention and response, good housekeeping, proper material handling, disposal and control of waste, equipment fueling, and propel storage, washing, and inspection procedures. Allowable Non-Stormwater Dis2L2Mf�s The following non-stormwater discharges from active construction sites are authorized by the General Permit provided the non-stormwater component of the discharge is in compliance with Section 11 D 5 (Non-Stormwater discharges): Discharges from fire fighting activities: Fire hydrant flushing; Waters used to wash vehicles where detergents are not used, Water to contra I dust; Potable water sources, including uncontaminated waterline flushings; Routine external building wash down which does not use detergents; Pavement washwaters where spills orleaks of toxic or hazardous materials I -lave not occurred (unless all spilled materials has been removed) and where detergents are not used; Uncontaminated air conditioning or compressor condensate; Uncontaminated ground water or spring water Foundation or footing drains where flows are not contaminated with process materials such as solvents; Uncontaminated excavation dewatering, and landscape irrigation. A? —7 ALL DEWATERING ACTIVITIES WILL PASS THROUGH THE SEDIMENT BASIN OR SEDIMENT TRAP OR AN JW A APPROVED DEWATERING BAG. TRAPPED SEDIMENT WILL BE PLACED ON THE SITE UP GRADIENT FROM AN APPROVED SEDIMENT TRAPPING DEVISE. re A 4ZJ Z, V -A EX -Dl, 1011 03 IN f I ot;�67.8,3 NV. 667.73 �cp EX -DI L -6-1 ropzz673-.96 INV. /NV, N=666 76 Ot)T=�666_39 INV. I OUTz:_66'6-66 EX -DI L :11AIVHO�E Top- Imv. 674.20 _r'Y-DI f6p,679,02 INV. /N=z668.40 rop , Lzz:4, /Nv. -6Z6 IN1615 OUT=668_30 INY. INV IN, 52 rop 1(), z�-680 1AIV. 01�ul-06'69�1-�5 INV,* OtJ 673.02 INV I/V .89 �669.55 rz�z6;70. 82 /1VV' r I ) -- 6 �,5. 9 r) I— M _J CL Z 0 Cl V) LIJ n 0 Li CLI �200 : 0 Li ff Z Z 00 0 Lo -tr Z C:) W > W 0 cc C111 fL CL 21 (D 0 Lo C:) I C11A C111 CD C5 LL_ 0 0 C) LIJ LC) it LLJ > 0 U J _JLJ LLJ < LLJ 0 IL 0 V) ANNUAL LEVEL SPREADE� MAINTENANCE INSPECTION WILL INCLUDE THE FOLLOWING: INSURE RUNOFF THROUGH SPREADER SHORT-CIRCUITING OVERFLOW CONTROL 2. REMOVE ANY DEBRIS WITHIN THE LEVEL SPREADER AND DISPOSE OF ANY EXCESS LANDSCAPE WASTE OR YARD CLIPPINGS - i SCOUR �I DAMAGE 1 OCCURRED WITHIN THE LEVEL r R AND REPAIR AS NECESSARY. 4. VERIFY THE LEVEL iF r SPREADER PROPERLY .. R * - NOT R#TING i GRADIENTN THE DOWN SPREADER. 4r 1! 5. REMOVE INVASIVE SPECIES R TROUBLESOME •SPOTS, 7. RE SEED OR PLANT ANY BAREAREAS AROUND MITIGATION PLANTING PLAN PLANTING REQUIREMENT: FOR EVERY 400 SQUARE -FOOT UNIT (20'x2O') OR FRACTION THEREOF, PLANT: ONE (1) CANOPY TREE @ 1.5" -- 2" CALIPER OR LARGE EVERGREEN @ 6' TWO 2 UNDERSTORY THREES ® 0.7599 -- 1.53t CALIPER OR EVERGREEN @ 4' OR ONE (1) UNDERSTORY TREE AND TWO (2) LARGE SHRUBS @ 3' - 4' THREE (3) SMALL SHRUBS OR WOODY GROUND COVER @ 1599 _ 1889 PLANTING PROVIDED: 14,223/400 = 35.56 UNITS, USE 36 UNITS 36 UNITS X 1 CANOPY TREE = 36 CANOPY TREES 36 UNITS x 2 UNDERSTORY TREES m 72 UNDERSTORY TREES 36 UNITS x 3 SMALL SHRUBS - 106 SMALL SHRUBS 216 PLANTS MMGA71ON PLANTING k 41 PLAN: " .1.. 1. OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS & TREES AND REPLACING ANY IN THE PROPER SEASON SHOULD THEY DIE. 2. IN THE FIRST YEAR OF ESTABLISHMENT PLANTS & TREES WILL BE WATERED AS REQUIRED (ONE TIME PER WEEK WHEN LESS THAN 199 OF RAINFALL OCCURS) 3. TREES WILL BE PRUNED & MAINTAINED TO PROMOTE GOOD STRUCTURAL GROWTH. 4. TREES WILL NOT BE TOPPED. 5. BARE PATCHES IN GRASSED AREAS WILL BE RE --SEEDED IN PROPER SEASON TO ENSURE A GOOD STAND OF TURF. 6. OWNER ASSUMES RESPONSIBILITY FOR CARE & MAINTENANCE OF LANDSCAPING AND WILL HIRE A COMPETENT LANDSCAPE CONTRACTOR IF THEY ARE UNABLE TO DO SO. O r •�'` '..-° ' ,vim `�r„..- ` ��''"s � rig • ;,,,'`. ,- - -' �``. / � j 500 —qr 4f _65.90 r I 1693:90.TYPE T 26 ,50) lO' , , - 26.517 `, 1 0p.� ,�- ARG T — ----- ;' TOS' /3 ssz ssr� 697 2 3�9PL1TcO� I r' % > U86: 5,_ 7 s 'J F .F •.4 g .s: A '� ! � � .,,T•«.. � ...'::` >� J �,� � �.�� ✓ -- � _ �<._ - /` / - W � �- . J /�% / yam. ,�,� ---..e. '� '1. 4.s�'*.✓�,oA,,..a'.,.1?..J�s IC"✓i.s ��.... F, � j' �y � / ""„^„. .,..."''"„' -•-.-.,..m"` '''y ..,_..w � '' M ; ' ._. _ _" ..'' ""'�~ _ ..% /' ./ -r � f ''". -""" % ''/.' 1 /% �e,..,..•'' !?! s +7 / —. '. f�� '"' : i5 /yA{ L%DPIA— i l Ewa v V / (..( a°• / s ``. �� r11; �' i�CrL �J o lm `Jl 4� stl S ✓,-�—"._— 1 '�._ fiL ,,� - _ 7&.- �_ -Y',\ - ``�_^_ ...,-....�. , %p,.�. p J /4_.. % / r �r ae y� Y,� r` f <., a \ y ; s7 X J_ � r4 rr� (`1 , / '' ' _ v �`� / jJ J -:i "'e, ''` ; ✓ ,,.r 'ilY"; / ""..};�^{,-rr+ar' /"", a.."-�...%'_-^•k,_e".-'.�,,,. ,.rr'- 4 �(r I -----.__a. ..r�'-�..,�.,..--.. ........ .„- �,l' i�y l •,,.,�'" f r f � z'Y� I, �-4 / ,/� / yy { ' `•*, i""' ms- d' ,,,! * y- ;'+4 ,,.•^ .!'ra-," " ti.4,!,Y a� "`�% `�!�' i r`4�" t.Y''�•��.1.„�'r.,.T",-C� a� 0 3 ✓ .,..m..-".-"�� _ t I 1,�1 "°�a ( ' 1 r`. ^".✓" "'"-- 1 .' --'fir'- j:�,4" .-r v.°a,:.a:rc` z ,..✓°' /a : I'''� � YP„-Y t' .,� S � �<.-!'.. r�.:;„,, ar,'h. {_ ,.•✓.__-- .......,..--_ ----=•�--.. �-''i d-. s. - ,`rr--+ -' 1.,a,a�..*r.^'r y':' / r / 1 OPEN A -' 9'111141 m _ . -.. FO Nr.. NC �%i ✓" . X � C 3 3r � 41 ' ' . j�� 1 ' rte• � .�. YY a'-• s `tfs0 ,�1 I'^ ✓,. / 7`'�' .� �i i.L i'.l�--Cr'-K,,?a.'z' a^'-yy t i�{}��C. .it-.i��ay�Yt, ,� } w'�,l '"r6:3� j 1 i OF (3,452 INGa S}�iISF-ydNG P TO S USED ' {P - / / ' J t v �8617)x _. 14,138MION BEQUIR ` " .,,. ��H� . _�- �� ° r�� ' S.F.S+E. �.tviEN7 ...-- S,e�g� ✓ """ .,/' ti �r�-..: � -o 0 1 i � �'.,, �,�. �_,,,_• �, / � ��i�.-...= �.�� r�t`�_....-�`a�1� O` ,••'` �4` `' , �,..�-�, � �' �° 3,452 SQUARE FEET OF l ! ' / ! -- .� DISTURBED AREA REQUIRING 2 I MITIGATION 3,617 SQUARE FEET OF / DISTURBED AREA REQUIRING MITIGATION ' s . / ( d i J ,r.s•^ tl T� , ! ! 1 I P p my' � �� / I /V+l �. REED I �- � mom•. 1 it , � ---- __-�==-=---- -. _ ``' . `'- : , r e A a j.. ".. •,f i ti s 'x,`31 ,,s `w. 4 ° '' / / ''''ro.t'f.✓r ' � 685 ; IR07EC 1014 .AREA UFFER § - A, 687 — M _ 667 682 681 TOP BOTTOM OF DISSIPAT 678 T OUTFALL ,. OM STORM STRUCTURE Ur gyp. SPREADER s k fYt- nc 684 679 681 676 678 673 675 670 1+00 IMUi Z i n EXISTING RADE G EXISTING-- XIS TING_ -GRADE GRADE / ?\PIE Id A TOP OF RIGID S�PREADER_= _677.00 > x BOTTOM_ OF DISSIPATQR STORAGE _ 676.00 � 0 uiLu V) _ OF RIGID SPREADER i 680.00CD � PRO GRADE--// r )R STORAGE= 679.00 '' _ T__ 00 _ _ �- PRO GRADE > m T OUTFALL ,. OM STORM STRUCTURE Ur gyp. SPREADER s k fYt- nc 684 679 681 676 678 673 675 670 1+00 IMUi Z C'4 i L n EXISTING RADE G � I� jm �9 Id A TOP OF RIGID S�PREADER_= _677.00 > x BOTTOM_ OF DISSIPATQR STORAGE _ 676.00 � 0 uiLu V) _ PRO GRADE--// F u 1 STRUCTUREOUTFALL CHANNEL FROM STORM SPREADER HORIZONTAL: VERTICAL: jsfl M i3-1 OR FL4TTEIt TCF OF FILL TIE INTO MSTIN5 GRADE IiIaSIP:`.`d0y�i Sl'fbt-khff= SECTIONi'I#39l' HE se7 d,'i 3:1 GSR FLAT MR �PREPDER FILL TO TIE INTO p C�ISSI�'AT.'t� (No arls;r7Lc 5V�=1!�tI3IH:" LEAST 6' ra009lE i 1WEIR F.XISTINr-r GRADE ilk �. SECTION '—°" a$'�"s M?M?�`° {J t'imiti"Ar'N — j THE TE$8i3Eii `NESfi r. �TIGFI (INHERE FILL IS 10, 11z{ 7'if/S Se�C?"IUPP,� {° i 11 s. I 6:82 SECTION m Z:1 MAXr SLOPE +.;i20UND LLEYATION MUST SE AT LLAST ?' BELOW THE OIJIRALL PIPE INVERT 1'k4' FIlrtSSURE TREATED TIt1MER (INST.A_ 9 EU MENET,) INSTALL 3i—Ii—ICH GP iF:f N1ZECI VDOT #5 ~rT NE `P RA €'ED IN `TEEI_ STAPLES E'!ERY IP fiALVANILED STEEL, 112=iI4Ci MESH', —'INCHES ALONC, TAIL EDGES OF 19 GAUGE HARDWARE CLOTH � THE HARDWARE CLOTH ;y WIDE h,QBa op Mlf,fl7 Fig OF CLASSLtCLASSAI RIP RAP, 'iiii'3i 11:3 Id° 0;C. �3TGIAE AND VOOT *?IAb S10"NE 8ELt.}ed`—1 / Nl0: 5 EFti1XY COATED G€iQU1,40 ELEVATION AT WEIR OUTFALL FILTER Fm.BRIC qx/ —PEBAL 4' LONG x �-_ SECTION NR CQ COUNTY MINIMUM STANDARD 9.01 �s ENERGY DISSITR W DESIGN ; PROVIDE FILL AS NECESSARY TO 'FIE TOP OF SPMAUE€€ 'ddEIR INTO EXISTINGMADE (t'n- SECT;QN C) d jl m 0 C) V) LLJ0 w ON I� 'CD IMUi c) C'4 i L n t 7 CV � I� jm �9 Id .i r > x cn � 0 uiLu V) m ON I� 'CD C� c) C'4 i L t 7 CV � I� jm �9 Id .i r > 6 cn � 0 uiLu V) LARGE STHEE7AND SHADE TREES SCIENTIFIC NAME ACER RUBRUW 'RED SUNSET' BETULA NIGRA 'HERITAGE' CARYAOVATA CERC|D|PMYLLUW JAPONICUM CLADRAST|S KENTUKEA 'ROSEA' FXGUS GRAND{FOL|A L|R|0DENDRON TUL|P|FERA L|QU|DAMBAR STYRAC|FLUA NY33A 3YLVAT|CA T|L|AAMER|CANA "REDMOND" 0LMUS AMERICANA CVS. QUERCUS BICOLOR QUERCUS PM[LLD3 FRAX|NU3 PENNSYL\AN|CA 8c CVS. PLATANUS OCCIDENTALIS SCIENTIFIC NAME CRYPTOMERiA JAPONICA P|CEA AB|E5 JUN|PER|3 V|RG|N|ANA MYRICA CER|FERA PINUS STRD8US THUJA OCCIDENTALIS FLOWERING TREES SCIENTIFIC NAME ACER GR0EUM AWELANCH|ER X GRAND|FLORA CERC|S CANADEN3|3 'FOREST PANSY' CORNUS KOUSA 'CONSTELLATION' CORNUS FLDRD|A 'CHEROKEE PRINCESS' L|QU|Q4MBAR STYRAC|FLUA MAGNOLIA Y|RG|M|ANA OKYDENDR0N ARB0REUM 'CHAMELEON SASSAFRAS ALB|DUM STEWART|A KOREANA CARP|NUS CAROUN|ANA CH|ONANTH|S V|RQN|CUS SCIENTIFIC NAME AR0NiA ARBDDFDUA ^BR|LLIANT3S|MA^ CEPHALANT|S OCCIDENTALIS FORSYTHIA x INTERMEDIA & CVS. L|MDERA BENZ|ON PHYS0CARPUS OPU|FOL|US DART'S GOLDEN VIBURNUM LENTAG0 COMMON NAME RED MAPLE RIVER BIRCH SHAGBARK HICKORY KAFSURATREE YELLOW WOOD AMERICAN BEECH TULIP POPLAR 3YYEETGuW BL4CKCUM "REDMOND" LINDEN AMERICAN ELM SWAMP WHITE OAK WILLOW OAK GREEN ASH AMERICAN PLANETREE COMMON NAME JAPANESE CRYPTOMERk4 NORWAY SPRUCE EASTER RB} CEDAR SOUTHERN WAX MYRTLE WHITE PINE EASTERN ARBORVITAE COMMON NAME PAPERBARK MAPLE 3ERVICE8ERRY EASTERN REDBUD KOUSA DOGW0D FLOWERING DOGWOOD 3YYEET8VM SYYEETB0/ MAGNOLIA 3OURYV8OD SASSAFRAS KOREAN STEW ART|A IRONWOOD YYM|TE FR|NGETREE Immilmmvalm- BRLLIANT RED CMOKEBERRY BUTT0NBV3M FORSYTHIA (LYN00OD. 3PECTAB|LU8. SPRING GLORY) SPICE8USM DART'S GOLDEN N|NEBARK NANNYBERRY VIBURNUM PLANT LEGEND LARGE STREET TREE, 1.5" - 1.75. CALIPER AT TIME OF PLANTING LARGE SHADE TREE, 1.5" -- 1.75. CALIPER AT TIME OF PLANTING SMALL FLOWERING TREE GO. MINIMUM PLANTED HEIGHT NOTE: RETAINING WALL E IS A SOIL NAIL WALL AND DOES NOT HAVE GEOGR|D ALONG NORTHERN PROPERTY LINE GEOGR0LENGTH FROM -- FACE F Y0\U' AND SHALL BE STRATAGRID SG200 ASMANUFACTURED BY STRATA SYSTEMS, INC. ' NATURAL SOIL-/ / 4~ DIA. SLOTTED DRAIN P|PE-'/ CONNECTED TO WE[PM0LES EVERY 40 -FEET & EXTEND BEYOND FINAL GRADE TO DAYLIGHT. DAYLIGHT. NUN WOVEN - FILTER FABRIC 12^ WIN. COVER� OVER DRAIN FILL � `-REINFORCED WALL FILL-,,. � � D M N T0 co: AD[ MAI RB PER UNIT BATTER \ . WIDE BY . 'THICK I CONSISTING OF COMPAC" OR 3 -INCH LAYER OF L (FLOWABLE FILL) W/ 28 �R IRED OR C F | 10 ROSS |S ACREAGE OF THE DEVELOPMENT IS 21.85 ACRES. HOWEVER 14.85 ACRES WILL BE PRESERVED IN NATURAL STATE FOR V3WP COMPLIANCE. THE 14.85 ACRES IS HEAYLY WOODED THUS THE EXISTING TREE CANOPY CAN BE CALCULATED AS FOLLOWS: (14.95/21.85) x 100 = 08.42% CANOPY COYER SINCE 68.42% > 20% THE SITE COMPLIES. z > m O� C) Lo \ o o _~ � CN o ' o m m o � _ � m + �� || m " > 0 _j CL ' o Lli [) 0 0 ES T -I-- F -I MATCH LINE SEE SHEET C30 s i mill I B L ull E R I D GO% tvw='m m A Vt E IN U E ------------- f — — — — — — — — —8';FS— (Y) CD (D 4�' ma Z CD c) 0, > Cc CD W F- cj) C3 O 0— E U U) Lli 0 QO z CD c) 0, > Cc W F- cj) C3 z > D 0 w 0 T. w W -J II Ir W Lli QO C-4CD CD c) c"ll CD (D C3 0 c) (D cv 0 CD Cy" CIIA UW II Lli -i LA LLJ < U w 0 to Io Jo -5, A D) v 0� A o C) 9 I z I/ /1, Ll V) -1 , F -F] Fri F_ (J) ci -r- -- -� I= _Fj -F P-1 CID CD oil C) 00 C) Co gg CD - (3 I J �.7n � % � :z CD CA CD U) NA F ---i L_ I r-11 F_ !E3 P_ P:,- 1-1 E: F_ _r- CD � 1��D IN MA 13.00 B/4'-98.00 15.00' CL:639 15-004V '17.50 1� B W-17,00 H= 3.50' H= 0.50' q n. z Ln CD 0 LLJ CO NN, D z I/ /1, Ll V) -1 , F -F] Fri F_ (J) ci -r- -- -� I= _Fj -F P-1 CID CD oil C) 00 C) Co gg CD - (3 I J �.7n � % � :z CD CA CD U) NA F ---i L_ I r-11 F_ !E3 P_ P:,- 1-1 E: F_ _r- CD � 1��D IN MA 13.00 B/4'-98.00 15.00' CL:639 15-004V '17.50 1� B W-17,00 H= 3.50' H= 0.50' z 0 LJ C-) 0 c_Y Lai IN "A' q n. z Ln CD z 0 LJ C-) 0 c_Y Lai IN "A' q n. z 0 LLJ CO NN, D z > D Ln 0 LLJ 73 W pa A It I �Mo Ilk 'i L 00 rq co CD Ln CN (N Ln CD cllJ In 4, ei> < z 0 LLJ CO D z > D 0 W co CD Ln CN (N Ln CD cllJ 0 o CD C2 m 0 I 0 < Yu lull, D cn 0 co ACCEPTABLE REJECTABLE KN 00 i•�' ,�>} Top of root N — Structural Z a Root collar. roots. A �\ ( CD o \ 1 One central leader Exam h -- — -- \ Absorbing roots. p No �codominant .> �C' t ry 1 3 T'i`p' A - / •' � � �q ( leaders) r One cenVal lender � l r.,,1 " 1 _ \� ,sa- a.eo r'z3 Point tNc `od°°,nant vvtrsre to _ Structural roots circle inferior of rcpt ball. No Or1iy absorbing roots reach the periphery Example leaders) � ' 7r _ `*�, A zso• o_vo• o as p I structural roots are horizontal and reach the near the top of the root bail. Structural 7 i 9^q V Exal {>1- ACCEPTA&LE 5 / R most root I 1« , 3 z -r r.00, oso emer es root bail periphery near the top of [L•a root roots rnostiy •resp or are deflected on the I � A'uv A g ball. root ball interior. ,1 from trunk. , '•I r ' r , R z,_o• ora e.,G P �I _s 2so' o.eb" 0.36 A ACCEPTABLE / The point vrhere top -most root(s) emerges from the irunk (root collar) { � _ � ��` � ACCEPTABLE /g �� r"' d eu'• t �o^ nsa Ps e.t ratio of BA less than 0.66 should !1e v.',ihin the to 2' of substrate. The root collar and the root` 7.0 t dU 0.50 :\ '�*_ z,s,c, r ::e o oa Aspect ronin is less --"� as measured I" above the to of P � � �(��! -� P ball interior should be free of defects including arcli'1g, kinked, `\t �p - /, 7- W' 1 a0 0.64 Wy 'a" . �"' than G E6. lino branch union. g, and stent girdling foots. Structural - {�++ ^-. —__ _ ascending, n gi g .lief root:, shall reach the ' \ t 111 P rY P l� ,n;r:�;r-t ratio cf BA ,ees Ihan o.of periphery near the to of the rcpt ball. Aspect rano is less --�( —` ,/ jl{I Aspect ratio is less a5. easured 1" abov the to:; of than 0.66. Aspect ratio of BA less than o.66 Ilia„ 0.06. n,e brnnnt, union. as measured V above the top of a lead r tine branch union. 'vie Root ball periphery. t (several codumi"a°' Structural roots descend into root ball interior. Structural roots circle and do not radiate - leader,} A I No structural roots are horizontal and reach the from the trunk - Multiple leaders - tf} - w•,'.} ,o` ,4 6 6 root ball periphery near tine top of the rept ball. (aeveral codominant $ �'.6� '-^, t 8 leaders)) 1 ',: i ��'i -- $ A �. REJECTABLE g Exa pie - x �•'�:� \V �., -.. �>,., z.� ,� ,, v ,,,.. ,,....•..,. ,...o,, " ✓ Exan p1e 2 50'r , - 1 n 3 �'4 ." A 6 R'cJECTABLE rye ',11 esu ,.a o]z �~'" 2.0' z.o r.o -Structuraloots"y g Structural root ^Structural GROWN GORRECIIGN DETAIL __ w...r..r,;..,' zso• growing tangent / root S -X 0 F z.a- 2U- i to P / J a.o• a.u' o.rs J (parallel) circling. W Example na-�•--"�- I arallel to trunk. A �� Pe ��"`- � 1 � z.so zo oao Aspect roto is � —Absorbing roots—"'"``•• i 4a o r °J= �` greater tnan 0.56. Roots radiate from trunk and reach side of root ball without Structural roots missing from one side, 0 a° Aspect ratio Is-- Aspect ratio of BA greater than er equal to D.66 as measured defectis down or around. REJECTASLE z,5o•• leo^ 0.72 ° ,e g Structural roots primarily grow to one side. and/or grow tangent to trunk. � greabar than 0.6"v. Aspect ratio of BA craater Ihan or equal to 0.66 Notes: � 1" above the rep of the branch union. _-- 4 20" 240- 1.0 r{arcs: 1 -Aspect mile stroll be less than 0.56 on ail branch unions. Aspect ratio is line diameter f branch Notes: / 1- A,,P.d ratio steal! be less Ihan 0.66 on all branch omens. Aspect ratios the diameter of branch (B) divided by the diameter of the truck (A) as measured 1" above the tap of the b -id, union. l 2,50" 2.0'• 0.60 te) divided by the atnneer of lite trmtk (A) as nrcasurcd 1"above the top of the branch union. b Observations of roots shal€ occur prior to acceptance. Roots and soil may be removed during the observation process; substratelsoil shall be replaced after the r ))rr observations have been completed. J2- Any tree not meeting ire crown observations detail may Ge bie wd. 3.U" U.75 2 -Any t,ee not n,=<;iny the ao:vn °6serraticns Detail may be rejecied. Aspect ratio is 2- Sees specifications for observation process and requirements. URBAN TRE_ FOUNDAnVN V 2014 raaterthan0.66. CRC�4'JfJ OBSERVATIONS - LC)VV BRANCHED ��':`;`,'r�"�h'=�<rot"E `� �F3{ �Vf`J OBSERVATION DETAIL - MULTI a�nrREFr°°r.l�:,n�'N, na p P l g ` un Or Ela eCt;fteE FR'c-c TO U:;E U'•-'F�{-��.•, .�� OPEN SOURCC FREE "iG USE Aspect ratio ofB:Agreaterthanorequalto0.66asmeasured �, � RCCT OBSERVATIONS DETAIL - BALLED AND 13URLAPPED Notes: `""""�""'-""" 1" above the top of the branch union. j �J _ 6 1- Aspect ratio shall be less than 0.66 an all branch unions. Aspect ratio is [tie diameter of branch �\' -----"--- - -— — (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. 2- Any tree not meeting the crown observations detail may be rejected. CROWN OBSERVATIONS - HIGH BRANCHED URa.1n N56URLir: n,REsTO USE Cy VPEN SOUR N FREE TO 011 .0 Notes: I 1- Trees shall be of quality p C r?fiat leader. (See crown ascribed in crown cp 3 observations detail). observations and coat y Central leader. (See crown ---------- ar - er,•:•ooe son nd n ol. a•,er ate root,:ollar. observations details and Step i R observations detail). specifications. I�� _ •� z'`hy j step t -Pen: es4b:;lrmecverreotcoilcr. ..__� w \� . Original slope should pass �d through fin{: paint where the 2- See specifications for � '` � trunk baso meets further requirements related to�, r, 4 L To of root ball shall be flush with - s-� i v this detail. h , /' substratelsoil. P �/ n BEFORE SHAVING PROCESS SHAVING COMPLETE' finished grade. Prior to mulching, ightly tamp \ sol( around the root ball in 6" Q J lifts to brace tree. Do not over ' a u / compact. When the planting _ Trunk caliper shall 4 u % hole has been backfilied, pour '^a T meet ANSI Z60 current �� .eater around the root bail to „. „ 1 Trunk caliper shall - Prior to mulching, lightly tamp soi3 edition for root ball size.�� settle the soil. m�' I rte' eet ANSI Z60 current around the root ball in 6" lifts to r SL:p 2 - Rcmov deers. + J,+y tif t ball Step 2 Remove dcf�c;s. —_ I 1 ,"' Loosened soil. Dig and turn e !t Ion or root Ja size. brace tree Do not over compact. I Root ball modified as / _ When the g tint soil to reduce fh•� � � �-�'.�. r planting hole has been Rte ---t o �.., required. Root ball modified as -_ •_-:- -' ..._;> :[-,-.. - :he area and _ around the r� ax " .•- �.� compaction to � backfilled, pour arou required. root ball to settle the soil. _� depth shativn, m ( �`-- .> -.1:� .-�-.. � Round -topped sell \ >> d N :• � � � berm 4' high x 8" wide r Slope sides of loosened soil. w 4 ?i? above root ball surface shall L-oosened Sufi. Dig and turn the �i - soil to reduce compaction to the a be centered on the downhill N � area and depth shown. '�'' � a side of the root ball for 240`. ., ` Original grade. Round -topped "` N Pa o Herm shall begin at root half ;), I% i g m soil harm 4 high x 8" wide r:". °' ,,�' a R _ ` _ above root ball surface - 4" layer of mulch. ca N '•r.....„,. i� periphery. al shall be constructed around No more than 1" of mulch on r ` i �. top of root bail. (See t9 4" layer of mulch. No more y� ' . i 1 ftne root ball. Berm shall - ! be in at root ball periphery. specifications for mulch). than 1" of mulch on ;r, g P P a / t tap of root bail. (See T 5 ecifications for mulch).r„ r} >� - C ,-I �.. -h ,P;' .r, ,y-,, ;p.'rl)t!;r` y.; i,; r,,\ '•i;li, •'rr ;r,; rr,; rr Shave root ball here to Shave outer Root tips exposed at p ;,, 1 �� r remove all roots periphery periphery of root ball. All I \ ry_ Existing soil. Finished gratia. growing on periphery. growing ; �. .i ` �.°>' �T- ._ of the root ball a roots ro'rrin around '- > '`° • ° • � � I� Fr > � �• ' � � � , - a u of 2" thicm periphery are removed. r soi3. .\ y t - 1- Trees shall be of quality LL Slope sides of loosened ) ` • Notes k. I. / _ F - prescribed In crown Existing soli. I ? F Bette m of taut ball rests on L - T - observations and root j I-- Boifam of root ball rests an existing or recompacted - r-1 , observations details and Notes: 3x widest dimension of root bail existing or recompacted soil. soil. specifications. _ 1- Shaving to be conducted using a sharp blade or hand saw eliminating no more than needed to remove all roots on the perlpherry of root ball. - 3x widest dimension of rout ball. SECTION VIEW URBAN TREE FOUNDATION :D 2014 SECTION VIEW � 2- See specifications for J 2- Shaving} can be performed just prior to planting or after placing in the hole. OPEN SOURCE FREE TO USE further requirements related to of2OPEN SERCEF REE ToK)Nr2Ui4 TREE SLOPE 5% (20:1) T 50% {2:1) - UNMODIFIED SOIL TREE w/ BERM (EXISTING SOIL NOT MODIFIED) this detail. OPEN SOURCE FREE TO USE ROOT BALL SHAVING CONTAINER DETAIL a URBAN QPEN souRCE FREE ro use _ f 1,A "l-11,P11P n If o.�ll E a -. e, c'. rr...,,..r sa..... rel 11 1 ty �1� ROOTCORRcCTIONDE AIL - CONTAINER P ROOT CORRECTION DETAIL - BALLED AND BURLAPPED IL LJ All -- - - Face of wall or building. 77 �� -- -- --- - Lean nursery stake against the (Nall. ,Make to be removed at the end of the maintenance (warranty) rn period after the vine has attached to the wall. v�J i 2 - 3" thick layer of �!mulch- Vine. \ QP 4" layer of much. Shrub. i No more than 1" of -- — ipOOt ball. b. l Finished grade. C t 7 a mulch ball.n top e ( C RoC)tball. rcpt ball. (See L J CTIv j specifications for ---- -- 41' x 8" wide round - topped soil berm above root ) � � ' �� J mulch). f` y «< Modified soil. Depth varies. See 4" layer of mulch. 4" high x 8" ;vide round - topped soil ) � �7 � pall surface snail be constructed around the root p specifications for soil modification). No more than 1" of - bean above root ball surface shall be �y�� Shrub. ball. Berm shall begin at root ball periphery. Original slope should C� 1 p \ clad around the root ball. \ - H pass through the mulch on ball. (See (Berm shall begin at root ball periphery. � — --- - I I 1 — Existing soil. ( t, � � , g'point where the if � � e=�nor to mulching, lightly tamp salt around the roof � g specifications for l meets substratelsoil. _ -- Rootball. ball in 6" lifts to brace shrub. Do not over compact. _ mulch). I �I When the planting hole has been backfilEed, pour - E �1T I Round - topped soil berm 4" high and 8" �+ ^;:: ; ' j,y . ;,A,r j:, t •,- ,=j * i r Prior to mulching,lightly tam soil Nater around the root ball to settle the soil. g y p (=tit " , wide above root ball surface shall be ` v x ,ot ' ' ` r,v;11 �i; `I�i. /`I i Safrlo•u.n d the r O o# ball in 6" IIfS to - r . i j �•fr r � rIIl /r ' /0 ce n tered onthedowt nf ill side ofthe r oot��, I' �I a \. -lv rr - I - I I. a i ,— o- _-4" la ye r o f mulch. N o m ore than ' ' o f mulch lch o nFinished grade. l. SECTION VIEW -tib, Do not over Compact. When the ball for 240'Berm shal gthe top of the root ball.(Seespecifications for e skes of planting hole has been backfilled, pour ..... periphery.SlopL mulch) soil. Prior to mulching, lightly tamp around Finished erode.loosened sail. water d t e root ball to settle t e Loosened Sail. Flo asides of the root ball in 6" lfs to braceshrub. Do Groun-d- cover plants ts to b e Di and torn the soil loosened soil. - has been backfilled, pour water around the triangularlynot over ramPac.. When the p9antn9holeFdvcment to reduce the ' Loosened the soil. Dig ri- rootb n tosettle the soil. Mulch- aridc m action to the I I Existing SOI.tum the soil to Slope sides of loosened sail reduce the shown. I I 1l compaction to the and depth _ _ Loosened so I. Dl and the to T area and ir depth shown. I .Coaction tO P area andepsown. Root ball rests on 3x'svid_st dimension of root ball. rl Dave existing or Bottom of rout ball Existing soil. rets n existing o re om acted soil. �' � rnr.JcCTIC�Wt / 3x's widest root bailRoot ball rests on xisting Or recompacted soil. mpacted soil. SCTIONViEVII ' PLAN-. LLJ -- •` �y``O'r'e.:�4 .G • � :. : LL= •:: `��:` � `ry 3 x's widest dimension _ Notes: Notes: Of root ball Existing soil. 1- See planting legend for groundcover species, size, and spacing dimension, E 1•io#e5 1- Shrubs shall be of quality as prescribed in the root observations detail and specification. .---� g 2_ 1 ce Small roots (/4" or less) that grow around, up, or down the root ball periphery are considered a 1- jihrUDS Shall be Of quality prescribed In the f0(7t UtJSefVati0rh5 detail and specifications. normal condition in container production and are acceptable however they should be eliminated at the 2- Sea specifications for further requirements related to this detail. Notes: normal of planting. Roots on the perlperhy can be removed at the time of planting. (See root ball shaving container detail). 2 -See specifications for further requirements related to this detail. 1- Vines shall be of quality as prescribed In the root Observations detail arid specifications. 3- Settle Soil around root ball of each groundcover prior to mulching. UR3AN TREE FOUNDATION J 2014 9 �g �$ j +� �'y y [, �`' g°"'y OPEN SOURCE FREE TO USE (� (� yq YJ t�•y} yy-- URBAN TREE FOUNDATION D 2014 DX (,�,��j� URBAN TREE FOUNDATION '1) 2014 �• SHRUB N Sj PE 5%0:1TO 50% 2:1 U 9 V M O L,dI FI ED S'L.- I L 2- See specifications for further requirements related to this detail. �q a}� `-^ `�'° `•' N "'°" VI OPEN SOURCE FREE TO USE ! 1^�f V f FI D a,L OPENSOURCE FREE TO USE i .:i ev s._i / ( v i � / � � � +S I URBAN TREEFOUPfDATlON©2014 - OPEN SOURCE FREE TO USE _ C14 C3 0Ll N td C') LL. c�a 0 0 � ice--• Z *-- In !�7 _J II fl_ 0 Q LLJ1 Li.) liLi_I U (- a: FINAL BACKFILL G-OPEDS|MULATED5i"nNE ��5� �EA � mm COVER TO =~'°°"=° RIGID "^,| ="=°' " COVER TO w ___------------------------�� ux�u ------------- WIRE LADDE"R TE S 32uRE-i LADDER FE �) 3211 BEAM INITIAL SPRINGLINF BACKFILL 51MUL47FD STONEE VENEER 31MUL4JED SnrH vENFE� �4 @ 24~ 0.0 /TfP) �4 � 24~ 0.0 AYp\ ��m�^a* PIPE BEDDING �� *^ FOR ao^-mu^ rIps _7"I `—SUITABLE IN. TRENCH WIDTH ITI FOUNDATION NOTES:' (SEE TABLE) ' 8RoU[ALL CELLS �RCU7ALL cELL� B�Lo0�|aAE�T o��oNA|6wE87 1. ALL PIPE SYSTEMS SHALL 8EINSTALLED |mACCORDANCE VV|THASTM DuDc1.''ST^NoAnDPRACTICE 6L4�x�R4Dp'TyP. | \||| |/ i / SL4m/ssAoF.7yp ! FOR Uf,�DERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW � PIPE DAM. MIN. TRENCH WIDTH -- - -- -- - \ ` ^ ` -----| � | � � | � |U| a� MEASURES SHOULD asTAKEN loPnsvEw/m/ax*/mmo+mA/mE+/m�u/m/ouacnF|u'MAI � �nL. WHEN REQUIRED. 3� i�U8N2£U]OAN.VvHERETHETReN�H8OTT0w|SUwGT��LE.THECONTRACT0R8H�LLsxC/o/8T�n]x --- DEPTHnE2U|REoaYTHEENG|NssnANDREpLACEVv|rH8UiTAeLEmATEm*LAB8peCip|Eo8vTHc �J� mI___1 � �-- ENGINEERA��N�LTE�NAT|VE�NDATTHso|8CnET|0wDpTn�DeS|�NENG|NEER THETn�mCn ' SURFACE LIVE LOADING CONDITION IV �� | .^.. �� !^�` '^] � | | | | | | | W HEAVY CONSTRUCTION LOAD' NOTEi 00 INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYE3, REDUCERS, 454 BENDS AND BELL/BELL COUPLERS USE WATER -TIGHT (WT) FITTINGS BUIL�ING FACE EL � � C] DOWNSPOUT ADAPTER � INSERTED IN RISER 1 PIPE 30# FELT BOND BREAKER 30p FELT Bonu BREAKER APPLICATIONS '. LATEST ADDITION �� -�� FINISHED GRADE MINIMUM RECOMMENDED COVER BASED 0m 45 CIN VECHICLE LOADING CONDITIONS MC - -- - |-��1|1�| -- - -- -- - \ ` ^ ` -----| � | � � | � |U| a� MEASURES SHOULD asTAKEN loPnsvEw/m/ax*/mmo+mA/mE+/m�u/m/ouacnF|u'MAI � �nL. WHEN REQUIRED. 3� i�U8N2£U]OAN.VvHERETHETReN�H8OTT0w|SUwGT��LE.THECONTRACT0R8H�LLsxC/o/8T�n]x --- DEPTHnE2U|REoaYTHEENG|NssnANDREpLACEVv|rH8UiTAeLEmATEm*LAB8peCip|Eo8vTHc �J� mI___1 � �-- ENGINEERA��N�LTE�NAT|VE�NDATTHso|8CnET|0wDpTn�DeS|�NENG|NEER THETn�mCn ' SURFACE LIVE LOADING CONDITION IV �� | .^.. �� !^�` '^] � | | | | | | | W HEAVY CONSTRUCTION LOAD' 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill. I -FIE CONTRACTOR SHALL PROVIDE _1�7 0 _FcoT1\r_ VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER GASKETED SPIGOT BY BELL REDUCER IF PIPE SIZE INJECTION ---- -- DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE MOLDED WT ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (11 00mm) FOR 4"-24" (11 00mm-600mm); 6" (11 50mm) CHANGE IS REQUIRED BY PLAN GASKETED 900 BEND CONNECTION 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, If OR Ill IN THE PIPE ZONE EXTENDING NOT SEE SHEET C16 AND C17 FOR CONTINUATION— LESS THAN 6" ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR HIN Nor' CONT. 2'-0"X0'-8` (3) #4 W/ #4 AT 48" O.C. CONT. 2'-0"x0'-8"---- --(3) #4 W/ #4 AT 48- O.C. MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTIVI D2321, OF ROOF DRAIN TO DISCHARGE POINT FOOTING FOOTING u LATEST EDITION. �u 2 MIR— I r- I 6. MINIMUM COVER: MINIMUM COVER, H, iN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 481, DIAMETER PIPE TYPICAL DRAIN PIPE if— — AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE WT WYE 3/41 11-oll 4 3/4' 1_v PAVEMENT OR TO TOP OF RIGID PAVEMENT. ry TYPICAL DOWNSPOUT ROOF DRAIN CONNECTION Lj LIJ .73 TYPICAL HDPE STORM SEWER TRENCH 8EC110N VIEW 00 ANDRAIL CONFIGURATION REQUIRED Cq PER ANSI 1171, SECTION 505. PHECAS'T CONCRETE LK)NUT, ;> HOT- DI PPED-GALVANIZED. NOTE: Zj__ -i _� 110 0 SEE SHEET C5 FOR BUILDING PLUMBEIF NOTE: SEE SITE PLAN "o 0 FOR NUMBER OF RISERS LIMITS OF CONCRETE 'E --F I - :I --CLEk,iou'r WITH LOO' F 1W in UJ APRON EXTENSION & HEAVY DUTY PAVEMENT GR A D Ez REQUIREMENTS IN FRONT OF DUMPSTER ENCLOSURE MINIMUM 10 FEET NOSING LEDGE FOR 10 DIAMETER PVC PIPE SLEEVE sEr ULTIMATELY T0 STOR0-�i GRADE .4. 0 BOTTOM 36" BELOW TOP OF FINISHED 14" TREADS - z GRADE AND CUT TOP FLUSH WITH Conr iect lo n --I 2 dowl')sPOW drainage SUPPORT X FINISHED CONCRETE #4'S @ 10" E.W. Li piping �,vith crvvye fitting oriented cat 45 XI jr-ees above the, harizontal plane,,, CHEEKWALL /K SEE SITE PLAN --PIPE RAILING _T'EM WALK ON IF 6" SUPPORT r\_ DdIF�T"ER1 "T A NOTE: PROVIDE 3" DIAMETER, r C`. A CONCRETE WALK\ SCH40, GRAY PVC CONDUIT PIPE _j SLEEVES FOR ALL HANFRAIL POSTS CuNNECTIurq 61-OFFE 1/5'/FT MIN - CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL az- NOT TO SCALE cc-�TRGL GNI C) NON TRAFFIC INSTALLATION la `-L4GEMENr. TAIL OF REQUIRED 3 -FOOT SEPARATION 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN 0 DE LIGHT POLES (MEASURE TO CONCRETE BASES IF z ABOVE GRADE), 6" CONG61 A5 CN MEASURE TO DRIP LINE OF FURTHEST GRADE REINF0Fr_ED PROJECTION (SIGN, FACIA, LIGHT, ETC,) IF CLEARANCE LESS THAN 15' HIGH, ;N 6LAS OTHERWISE, TO FACE OF COLUMN OR WALL, TREES AND SHRUBS OVERHANG w UPRIGHT SIGN \> 3, MIN, BACKFILL MATERIAL BELOW AND TO 31DES OFSTRUCTURE SHALL BE NATIVE SOIL DETAIL OF ACCESSIBLE DUMPSTER PAD - --- --- T AND BE PLACED UNIFORMLY IN 12" LIFTS AND Q0 to AISLE OR BACKFILL MATERIAL BELOW AND TO COMPACTED TO A MIN OF 90% C) NOT TO SCA PARKING STALL 11 0 SIDES OF STRUCTURE SHALL BE NATIVE SOIL C) 3' MIN. AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% MAXIMUM LL. MAX. SLOPE 6' ABOVE SLOPE AISLE OR FOUNDATION 0 0 01- 0 AISLE OR PARKING STALL PLANTING z U) w OR BELOW PAVEMENT PARKING STALL c1`1 0 to TYPICAL WLOPLAST DRAIN BASIN AND INUNE DRAIN DETAIL 3' PHYSICAL SEP, REQ'D FROM ANY SITE FEATURE HIGHER THAN 6' ABOVE CLOSEST POINT IN SURROUNDING PARKING AREA 6 MINOR DEVIATIONS TO MAXIMUM SLOPE WITHIN 3 -FOOT AREA WILL BE CONSIDERED ON A CASE BY CASE BASIS, 0 FRAME /b COVER STREET SURFACE OR NON -PAVED AREA SLOPED AREA -"' RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED MINIMUM ELEVATION DIFFERENCE ACROSS M,H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE—, 4 VARIES DEPTH OF' FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF T '4 CONTRIBUTING 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALI BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 88 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JO|NTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED 0c GROUTED INSIDE AND OUT. TYPICAL MANHOLE "E/`�|/l�J [`| �|�OUV|N[� ��NP� T|[_|N .�//�/v,//v`/ ��/�r`/v��// TIE—IN N, T. RG. S -|-A TD -25 | zs 1/4- DIA | |[------- (667om] 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" MIN BRANCH |Z FLEXIBLE ZA Fj CONNECTION CONNECTlON--/ WITH STAINLESS STEEL | BAND / � {} � NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION ° BOOT " INSTALLED TYPICAL vrk|L1|OE A |k SHOWING BRAN`1 TIE - IN NTS RG. S -\-B TD -27 ^ 13/16" [38rrim] FRAME SECTION I— [2or-riml 2" (51mm) LETTERS (RECESSED FLUSH) 3/8" [635rnrnl SEE ASSEMBLY T CAM BOLT NEOPRENE CASKE RUBBER PAW# 00981045 PART� 00981250 PLAN VIEW 1 1/8" (29mm) DIA BOSS 6 rn] (13mtn] 63 DIA. STAINLESS STEEL ROD PART# 00981318 PICKBAR LOCKLUG HOLE DETAIL PART# 00981284 1ALI MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME ec GOVERA!___(2) NUT HX JAM 5/6-11 ZN 2. ALTERNATIVE DESIGN FOR 'WATERTIGHT COVERS WILL BE CONSIDERED, PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY, (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY TD -3Q FRAME &oOVER STREETSURFACE OR SLOPED AREA -NOIN-PAVED AREA 11-011 M 2'-0" RUBBER COATED STEEL STEPS AX CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS 31-01, MIN THE DROP CONNECTION SHALL BE !6 DUCTILE IRON PIPE (CI ASS 50) BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. Z� - MINIMUM ELEVATION DIFFERENCE 12"MIN 1 "MIN ACROSS M.H. FROM INLET -TO VARIE� - OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OILILET PIPE SHALL BE 3/4 DIA OF LARGEST PIPE IN MANHOLE M. I N. 6 BEDDING WITH NO. 68 STONE 1. eeoo|wu r:/cmmsos nEooixsmuvrs s*oww ARE m/m|wuw AND SHALL as SPECIFICALLY DETERMINED BY THE CONSULTANT FOP THE SOIL CONDITIONS. c. THE uowsuLTAwr sxAu osTsnm/wE **snHsn wAwxoLsS s*Au HAVE sxTcwoco OR wow-cxTcmosn oAsss. a. ALL Jmwrs, up7 ooLsS. /wLsrs, ouncrs TO BE ss^Lso 8, unourso Ims|oE AND OUT. 4� SPECIAL nowmocnAnom sx^u BE o(wsw FOR cwTnAwnc osmow ON sswcnn WITH nTssp sLopss. TYPIC/\L MANHOLE WITH DROP CONNECTION wrs FIG. S -|-c BOLT CIRCLE, 2" (51rnm) LETTERS r�PICKHOLES :E �� M W (2) oonco .�]p/cxemos -- --� \_1 //u^ (uymrn) om ooss Tj - 27 1/2- DIA M! no 1/4-»m | "J . U e°'�=� || 26" DIA � Yc 660m '~ | ^---` | z 1/8"24 - DIA| �OpREN-'C�Ks | (79m"] -[� -~ ~~| 2DIA�r o | ,~~ r ��m"� �� '/ �__� FRAME SECTION O.D.mr CASKET GROOVE | osnrmm | SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS mAMANHOLE AND NO |wvEnT cLsvAnnw FOR THE scnwos LATERAL IS |woicxTco . THE TOP (onoww) sLEx^now or THE ssnwcc LATERAL PIPE SHALL BE AT LEAST 0.2' mo*sR THAN THE Top (Cnoww} sLsvAT/ow OF THE Tns LnWssr p/Ps oowNccTco TO THE MANHOLE. z. sEwsn LxnsnALs TAppso INTO AN cx|sT|No ss*En wmw snAu BE comwscnco us|wo A pips SADDLE. o. w!w|wuM GRADE FOR SEWER SERVICE coNwEnT|oN SHALL as 2% (1/4^ PER ponT ) 4. ALL SEWER LATERALS Syxu HAVE A M|N|wuw oovcR o|AwETsn or 4". 5, ALL ssmEn LATERALS SHALL HAVE A m|N|wuw COVER op o Fcs� / MAIN UNE SALT — TREATED FINISHED GROUND -_~/ 2 x 4 MARKER � SEWER SERVICE LATERAL CONNECTION N. T. FIG. S-2 TD -31 EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE 8^M!N Jo+ REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5' IN ANY DIMENSION --|NTIAL BACKFILL* (8^ LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCH|NG —BEDDING 6" max min —FOUNDATION (SHALL BE REQUIRED WHEN C[XL CONDITIONS ARE UNSTABLE �� f�*LL P|PE) NOTE : 1. OPEN CUTS IN PAYED AREAS WITHIN EXISTING VDDT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COWPACTED, AND ALL STONES REMOVED OR A 4^ BEDDING OF NO, 68 STONE SHALL BE PROVIDED' J.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 5^ BEDDING OF NO. 68 STONE TY�|�`�| ��VV�� |�� TYPICAL /`,r��_ .��_,v'_/` PIPE �_ INSTALLATION IN TRENCH NTS HG, S-3 TD -32 TYPICAL ANCHOR SEVERS ON" GRADES 70% AND GREATER N.l.3 FIG. S-4 Ic eo � � � w � 00 Ll i Ljj � � � � c4 �> WAN �m � o L) [) 0 � ' m 0 ' Mp� (� rM � WAN m � o L) [) - � ' m 0 ' Mp� (� � CL " i,_ 0 z � z III _-D [] Ld II Ljj. Q:� | 0 - 0 | < 0 | | I_- (19 [[L JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 5' 10 1 5' D WATER SEWER ?0 q of LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS: WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 301 MINIMUM SEE PART 3, PARAGRAPH ITT SEPARATION OF WATER & SEWER SYSTEMS. E A T UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS EASEMENT WIDTHS 6" NTS FIC. W-1 NOTE: RESTRAINED JOINT FITTINGS. Side View = -- - - - - 42" Minimum Certification of 957 YY ccmpaction required Galvanized Steel Beam, W12 x 14 (rnin. 3' min. penetration into undisturbed soil , or as approved by the ACSA, M r5' TYPICAL THRUST BLOCK IN FILL AREA NIS FIG. W-313 TD -5 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I It TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE WATER ADJUSTABLE VALVE BOX W1 LID L Il,I M.J. GATE VALVE 2500 P.S.1- CONCRETE 4 2'x 2' BEARING AREA, THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -9 REND NOT NO DUAL SERVICE Ci SINGLE SER/ICE NOTE: 1) SADDLES SHALL 9E USED ON PVC PIPE. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 IN 2 JIM 1 N INITIAL BACKFILL- MIN. MIN. N MIN. BEDDING STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -OUT CONDITION r r 24 W 4 INITIAL BACKFILL_ 4' Mir UNSTABLE MIN. #68 STONE GRANULAR FILL AS ACSA APPROVED BY 1* 0 APPROVED L ORSTABLE SOIL OR ROCKl NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER cTHAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OU 1- IN ALL CASES. DUCTILE IRON WATER PIPE -IN'-JAILLATION & BEDDING NTS FIG. W-2 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS,,... A VALVE TD -2 ASTM A36 AND HEX NUT ASTM A588 (IYP) UNDISTURBED SOIL (TYP) -WATER MAIN 24" MIN UNDISTURBED EARTH PIANI CLASS A-3 CONCRETE � MEGA -LUG 18° MIN -18"�LLE_VaT_10N UNDISTURBED EARTH-/ SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TY40 COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C TD -6 "OMPRE S ON x 3/4" MA PIPE COUPLING G PPROVIED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESD NIIAL SERVICES OR DUAL RESIDENTIAL,N � E IRRIGATION SERVICES. 2' It "'IMPRESSION x 3/4' MALE PIPE COUPLING PPROVED EQUAL R USE ON DETACHED SINGLE FAMILY ROrSIDENIIAl- SERVICE WHERE AN IRRIGATION DETER IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" 1" METERS) NTS FIG, W -13A TD -10 45' --- max L 2-1 z 45 max M4,9' PLUG i y0I, --f- _j 2 FOR ALt_ BENDS FOR TEE OR WYE �FITTINIGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED, BEDDING AS REQUIRED I . > 1 PLUG 45' 4, MIN MIN I- ---T ---I SECTION 1-1 SECTION 2-2 7 BEDDING REQ F,VOL.EE SIZE DEGREE OF BEND 90 BEND DIMENSIONS (FEET) L H T 2.50 2.50 3.01 V L. CU. YD. 0.24 AND PLUGS (FEET) VOL. CIJ,YD. I_ FI 4" - 6' 115 22 1/2 2.00 2.25 2.10 1.50 2.00 2.52 O' l, 0. 0 2.00 2.25 2.50 0.15 8" 11 1/4 90 1.50 2.00 12.50 3.66 3.16 3,22 1 0,10 0.43 1'-6'2'-6" > _l 1 1/4" 11 1/4' 8" 45 2.66 2.66 2.77 0.26 2' -0 S -O" 2" -72 22 1 /21 -66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 1 0.13 3'-C" 4'-G" 2 1/2" 90 4.83 183 3.42 0.83 1 1/4'. 8' S -O' 4,-3, 45 3.33 3.58 2.95 0.43 3.83 4.OLO2.83 5'-0" 0.52 222 1/2 2.33 2,58 2.86 0.24 W -3".3'-O" Cr 3'-6" 4'-S' i:_ 11 1 /4 1 1.81L2.33L 5'-0' 2.84 0.18 4'-0" 5'-8"2 1/2' W 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPEzu SIZE OF ALL THRUST BLOCKS. CONCRETCE_ THRUST BLOCKS NTS FIG. W-3 FINISHED GRADE TRENCH T---::ITI:L---T f7 Fl T--ITI=-T FT= -U =Ld==Lta= ----I REDUCER -9500 P.S.I. CONCRETE 'THRUST BLOCK - UNDISTURBED SOIL 18:' MIN. PROFILE VIEW UNDISTURBED SOIL EDGE 24„N. N. OF_--- FREH - - - - - - - - - - -- - - --- - - I REDUCER 2500 P.S.I. CONCRETE THRUST BLOCK---�- M N. ---._---- - - - - - - -- - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH a t24 MINI. - - - - -- - - NOTES: PLAN VI'FW -4- . NOT TO SCALE . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 6 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISFURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. . 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. * CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. * THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. LCOVER LIFT NOTCH 12 3/8" CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS)- NTS ETERS)NTS FIG. W-7 TD -13 NTS FIG. W-31) TD -7 Ili=77 CRIMP AND POLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. I SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W -6B TD -11 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOWN. J4 BARS @ 12" ON CENTER ER USE BRACING STRAPS ON ALL PIPE SIZES < 6" -CONCRETE CLASS 8 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF' BITUMINOUS PAINT, BEND PIPESIZE A B I C D E F 4" - 6' V-9" 2'-3" 2'-6` V-2` 2'-O" 1/4" Cr 8" 2'-3' 3'-0' 2'-6' 1'-6'2'-6" > _l 1 1/4" 11 1/4' - 2'-9' V-9` 2'-6" 2' -0 S -O" 2" -72 6, CD z -6' 5'-6' 3'-3' 3'-C" 4'-G" 2 1/2" 2,_6,. V-13" 2'-8" 1 1/4'. 8' S -O' 4,-3, 2'-6" 2'-6"1--3" < :E 2" 22 1/2' 13" 5'-0" 3'-0"2'-9" S-9' 2' 12' S-9` W -3".3'-O" Cr 3'-6" 4'-S' i:_ - 18" 5'-0' 7-6" S-3" 4'-0" 5'-8"2 1/2' W 4" - 6"1 6'-O'i S-0" 3'-3-13'-3-12 1/4" :8: -=: _ 3-I" 6'-6' 3'-0" S-8" S-9" 2 1/4" .}5. 1Q„ 4,-6.,7'-6' 3'-0" 4'-3" 5'-O" 1/4" 1`0 S-3" 5'-0' 5'-9" 2 1/2" _--aw=6-61 (D 0 11'-0 3'-a" 6'-0'7'-3" 2-1/2" CHART FOR UPPER VERTICAL BLOCKING WIDTH = DIM. "I'" THICKNESS OF FILLET WELD STRAP =1 /4" STANDARD HEX NUI 1 _114e THICK PLATE WASHER 1� 3Dj:[THREA NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIP PIPE BELL 4 BARS 0 12" N CENTER FOR 12" BENDS & CONCRETE CLASS "B" LARGER SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. A, LENGTH OF BRANCH VARIES 6' MIN I 2' TO 10 __j (270') "" 7 CU. FT 18-Zr-VALVE #68 STONE IE BOX 42"Mi6" GATE l' VALVE 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION To POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 1/fl RICE 4" DIAMETEF AND VALVE WATER ON-LINE TYPE "B") J. PLUG VARIES -THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVEo orBRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK (D METER BOX (SEE FIG. W-7) VALVE OX - --NO. 57 STONE M.J. FITTING 2 PIPE SLOPED TO DRAIN IF __T GRADE ALLOWS VARIES VARIES _2" PVC OR BRASS PIPE WATER MAIN AND VALVE -2" THREADED TAP ARE SAME SIZE -PLUG DEAD END (TYPE "A".) TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 TD -19 ,w6j-N 1 LO 0 No D 6� ommmmm ommmom %mom 0 CJ Iw U < ?t Cr In > L_Lj Q 6, CD z Cis D 0 00 CO < :E w PJ CJ w Cr xl < Cr > z D 0 < :E w w Cr deo_ W r_0 0 CD C14 1`0 C) d z < U (D 0 M 3: M V) 0 F_ LU 1=0 0 _j z 0 z > 0 2: C) b 0- h 0 z Ld "D LAJ _j Ld LLJ 10 „ mss• - --_) I "I f t , � ” �, 1� , , ,� , � ,fl, "', - , , ,_,,�, ��, , ,,,,�,,�� ,;� ffi ��'-�x.��:.._� sic 1 �-«�`�.�'<�j <1C______ 9.3" ____________._____ (236mm) fI 1 ( �- I It. I(Li � I , l° 0'�! 11, . ,, \ jJ 1 I(305mm) \ ; � 11 lA�_I1 m, i Ll _ sa ill t , II l . 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