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HomeMy WebLinkAboutSDP200500145 Plan - Approved Final Site Plan and Comps. 2006-05-30ALBEMARLE COUNTY, VIRGINIA ... x. �. 11 1llllllllllllllllll5/ 1i j l , •, �:. . ,1:0 : ........... . . ; �* - �, ....a. .1. € .. �: i .. 0, �. � . ,­ � �"" .. " 'll. . . - ... ... , *'- .. ,� -I �. " .- .'. .�- .. -* _. ". i .... . . -1I-, � - t1� 11 �. s 1 - .. .. »: ;, I " ..* �� : -.-,.� ., 1. .... �...I., . I- - 1_.........W_ ...... ...: ......... ­­ - ..... �.� ... : - . ..'....­ ... . . .... - i� - .... T9 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARL®TTESVILLE9 VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 PERFORMANCE STANDARDS: WATER AND SEWER: 1 ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND I OR INSTALLED. U vLEnS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR _ SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER I CONTRACTOR AGREEMENT p THE CONTRACTOR IS � �T iN1SIBL"r SHEET 2 EXISTING CONDITIONS, DEMOLITION & CONTEXT PLAN NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. FOR PERFORMING AND 1 OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRK INGS, INCLUDING ANC( EFFORTS 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINSI UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHEF SHOWN, ARE DOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT ANDIOR COUNTY INSPECTOR PRESENT. IN ADDITION IF HIGH-DENSITY ITHE NSTALLEDCONTRACTOR HOLD A PRE CONSTRUCTION FOR PIPE SPEND A MINIMUM OF TAWO HOURS ON THE URER SHOULD S E T BERKSHIRE ROAD EXT. PROFILE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES A4sVIECESSARY. 2. CALL MISS UTILITY (1-800-552-7001 PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE JOB SITE DURING THE INITIAL PIPE REPRESENTATIONS OF DATA MAD AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONPRI"VLFD, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF GERTAIN SHEET 8 UTILITY (PROFILES AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. UNDERGROUND FEATURES. i 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEIID ALL SHEET 10 STORM AND SANITARY SEWED DETAILS DEVELOPER: REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). , R�PULLLALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND Oj"EC SHEET 12 STORM INLET SPECIFICATIONS ON-SITE AT ALL TIMES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE DF THE PIPE. 6OAl-34 SHEET 13 PHOTOMETRIC PLANMAGISTERIAL THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES„ ETC, 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON-SITE, DOWNSPOUT PROPERTY ADDRESS: NA 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR S:E E + T 15 SITE DETAILS VIES CURRENT ZONING: SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIll COST FOR SHEET 17 EROSION AND SEDIMENT CONTROL DETAILS COMPREHENSIVE PLAN: SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT CF THE ENGINEER. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER NONE VDOT STD. CURB & GUTTER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANTS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTAI3i= . THE LAYOUT OF TH.1= ,l WORK. BECAUSE ARCHITECTURAL DESIGN MANY ti IMES SURVEY SOURCES: REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINIAL" 10. ELECTRIC TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE AND IN THE SAME GENERAL ALIGNMENT AS THE WATER AND SEWER MAINS SHOWN ON THESE PLANS. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE ARCHITECTURAL DIMENSIONS. PRIOR ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. CONTRACTORLIADS �HALOL SHALLNUMBER MAINTPLACEMENT OT EN ®ROACHAINTO WATER OR SEWER EASEMENTS CABLED PROPERSIZE, IN AC5 MINIMUM SEPAARATION FROM ALL WATER AND 7. THEE ALSO SIT S AKEOUND T THE ROVEMENTS TO DUCTILE IRON PIPE SEWER LINES. / NOR ABILITY. THE CONTRR.IAFCTOR SHALL BY RELATIONSHIP OF ATED LL MAJOR SITE IMPPLANS EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE RCP PROCEEDING WITH THE WORK. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 8. THE CONTRACTOR SHALL BEHELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OtF HIS /HER WORKERS AND THOSE EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCILUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. ASSISTING HIM / HER WITH SUPPLYING OR CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR lS HE 1 31 IE PVC WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTSS OF THE PERMIT SHALL GOVERN. RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LdCATION, 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMENT VEHICLES AND TEMPORARY STRUCTURES USED DURING DATUM: UNLESS OTHERWISE NOTED. THE OWNERD RESPONSIBLE THERFT, DAMAGE OR INJURY ON-SITE DURING ENE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED CONSTRUCTION UNLESS IRT S DUE TO SOLE NEGLIGENCE OF OP OR ENGINEER. FFE PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF PLACED SO THE ONTRAC C®MMENCENSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALIVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. LITHE LOGISTIC5. BREAKDOWN: 30 CONDOMINIUMS (4 BEDROOMS EACH) = 12.31..DU 1 A.P. (15 DU / AC PERMITTED) I O.DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL (MAINTAIN SERVICE TO NEIGHBORING TO BE TRANSPLANTED PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER TBS .... ..... ....... ..... _ _.: _.. AND ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE T 0 THE EXECUTION OF THE WORK, ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE -PIPE - CLASS Ill. OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED A THE CONTRACTOR SHALL OBTAIN ALL r r NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-JITE. ALL OTHERS SHARING THE SITE F:._:,� ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS: CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ,THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, 13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD 10. ALL ROOF WATER RUNOFF SHALL BE DIRECTED TOWARDS THE FRONT/PARKING AREA AND ATTENDANT WATER QUALITY MEASURES PRIOR TO ENTRY V,DO WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF I HE PERMIT SHALL. GOVERN. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSOORTATION(1/DOT . THIS PLAN AS DRAWN MAY N6T DISCREPANCIES OCCUR, THE REQUIREMENT'S OF 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START (OF CONSTRUCTION. THE PERMIT SHALL GOVERN. 11. ALL EXTERIOR HVAC EQUIPMENT SHALL BE MOUNTED ON THE ROOF OF EACH UNIT OR IN ATTICS. TOT& SI' A £�E 1 i,1 3 : x.44 Oi?°lu . 3, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR 14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRESSURE REDUCING VALVES REQUIRE® N ALL UNITS UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PRE -CONSTRUCTION CONFERENCE. (WATER PRESSURE AT METERS EXCEEDS 100 PSI) MAX. BUILDING HEIGHT: 24' (35' PERMITTED) 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST 3E INSTALLED QUALITATIVE STANDARDS: PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 5. UPON COMPLETION OF THE FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER !SNOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TESTS RESULTS FOR APPROVAL. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERIICAL). WHERE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT' BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL. APPROVAL 7 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. CONTROL BOND. COMMON WALLS 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 1:1(HORIZONTAL: 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRE[ AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF VDOT THE DIRECTOR OF EWINEERING VERTICAL}}. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTE b WITH VDOT EC SLOPE STABILIZATION MAT. GUARDRAIL FEE OUI (4) FEET OFFSET FROM THE EDGE OF PAVEMEN DIRECTOR'S AND W BEIINC�EASED -2 TOHEFACEIOF GUARDRAIL, ROADWAYSHOULDER WIDTHS SHALL TO SEVEN (7) RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED 5. PAVED,ARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NECESS g, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9lOR C). 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BIE APPROVED BY ENGINEER. 11. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNNEL WHEN, IN THE OPINION OF VDOT, TIE DIRECTOR 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 12, A MINIMUM CLEAR ZONE OF TEN (10E FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADATIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 9. ALL CURBING SHALL BE EITHER VDOT STANDARD CG -6 AND/OR CG -6R, UNLESS OTHERWISE NOTED. ALL PARKINGi SPACES MARKEC. 'i l`1" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE BE 8" X 18` ADJACENT1 A 5" 18' 13. COMPLIANCE WITH THE PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SH/LL BE ,AND PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8'X WAND ADJACENT TO 8'X 18` PAI NT --OO UT AISLE. STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN 01\4 THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 10. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL. REINlFORu­I_ CXjrC]RET'E PIPE 14. ALL REQUIRED SIGNSISTOP STREET NAME SPEED LIMIT SIGNS, ETC. ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACG?TANCE, SIGNS AND THEIR INS ALafION SHALL CONFORM TO ALBEMARLE COUNTY ROAD NAMING AND NUMBERING ORDINANCE AND MANUAL AND THE \IRGINIA SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE HANCOR HI -Q OR EQUAL W/VDOT STANDARD PBA BEDDINi , ALL PVC CONDUIT SHALL BE SCHEDULE 40, i MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESP iNSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON 11. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CA�'a '.E OIRECTED SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS Fi'�_:3PONSIBLE 12. FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 15. TION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE TO SIGNING AND ROAD PLAN APON, RO VALIDATION. APPROVAL T O ESE PLSAUIBD� IISIIONHALL BPELAAT THEN NULL 13. ALL 4" WATERLINE IS TO BE CLASS 53 D.I.P UNLESS OTHERWISE SPECIFIED. 14. ALL SANITARY SEWER LATERALS TO BE SCHEDULE 40 PVC AS A MINIMUM. 111111111 11111111 , 111, I .1 � BRIDGE1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK, THIRD EDITION, 2005.4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED TRIPS GENERATED: i 1 CONDOS / TOWNHOUSES 13.2 15.6 170 145 `,i 1W L:I \ 1:!) - W WATER LINE (EX. / PROP.) SHEET INDEX BOUNDARY / RIGHT-OF-WAY LINE WV(9 WMO ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS (CONT) SHEET 2 EXISTING CONDITIONS, DEMOLITION & CONTEXT PLAN 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECT1OR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. SHEET 3 LAYOUT PLAN & TYPICAL ROAD SECTION 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINSI UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. SHEET 4 DING STT DRAINAGE PLAN 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANL: CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COUR-F SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PFI, 434-295-4005 FAX 434-295-2103 SCALE. 199= 2,09 ISSUED- 11-,14,0 D R ANWN BY S E 1. 3-3-00, CO./ .CSA COMMENTS 2. 4-13-06, CO. COMHEN S 3. 4--21-06, CSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. HEE IT E F 17 \ i / EX. DI a,1 T r/ R&I 509 5 DN TO EX. STEM TO ROUTE UT 59,2,&.7 (�7 TORMWATEI !TE / r - ,/ i/ `j j / A, ;- 17�say..... / k , r , S £ - i / _ 1 _ q -- 3 , 1 -- ..:. , G1 ULj G3 I , r k , , gy y ...: .: . ... ............. _... �__ _......... _...... S. df.,26: .._......... ..... __ w _ .--.. ,,....,,......,.._. -„ 'me", ...,9 ........._...,�.._..._.. _._....._ _..R�.zL713�_ - _ _ � .. _. _ ,. ,. _ -... _#.. .. _�5..54.fi6....... .... _. _ ........_._.. ._.. .. ..... _ _...._ _ _ .. ....._ _... _. _., _. LIMITS OF GRADING, TYP. TRU T. TRU T. TRU M NV I _......__ __....._. TR TRU T. INVERT ER 1. CONTRACTOR TO ENSURE THE DEPTH BETWEEN TOP OF - ;l � � T PIPE ���.� 61 6 �;�...... # TYPE LENGTI I ELEV. I OUT DESCRIPTION # TYPE LENGTH ELEV. IN OUT DESCRIPTION CURB AND INVERT OF OUTLET PIPE IS 3.5'. TM.6 K- 6 -3 ` , .. ID A6 PIPE A A 1 DI -2B 4' % - � ' 542.67 537.67 A 2. CONTRACTOR TO VERIFY AND USE A 4 PVC (SCH. 40) IS USED %:r, r, 8 L F18"RCP 2.00 0RCP 21 LF F 15 BETWEEN EACH FiILTERRAAND BYPASS STRUCTURE. EACH ,�.,:%;%:•,:% '' � i ;;;,:�,'': ;. .,.,',-` ``` ,, • A 52 .74 525.18 W2 MH A 542.77 536.62 A /;1,1,1;1,%,. : V RIP F�A� OUTLET FILTERRA IS EQUIIPPED WITH A 4°° SDR -35 c®UPLING WHICH �� `: TMP 61 K -6-C1 r 2 ., P 2.04 0 i. ; /. yy`ryq ON e, -J_:% %�///s,,.,, i \ s, PI�"e®TECTlId,i �8 .�ii ...,,. . i A4 M{ -I A 537.60 524.54 524.44 THE 4 PVC PIPE IS INSERTED. ;:::;< , . A�\, 93.8 LF F 24 RCP 2-27 0 - / d . _,- H2 DI 1 NIA 543:50 537.60 537.50 �` j EXIST/!�(� 20` (GROUTED Imo"' , .. A3 DI -213 4 -'52-9.13 52' .32 522.22 36.9 LF F 15" R P 8.27 / �l =";, NECSSARIC)..-`=' I / 48.3 LF F 24" R P 2.24 0 H1 DI -213 4° 538-35 1 533.45 533.35 3. A MINIMUM OF 2 IS RECOMMENDED BETWEEN EACH �J /IiIAEEASEME/VT A2 DI -2 6' 526.67 521.14 521.04 j FILTERRA AND BYPASS STRUCTURE. / \ 21.7 LF F 15" R P 2.07 0 14.8 LF F 24" R P 2.30 0 W1 MH N/A 538.90 532.90 I\VA IN ` ----M-H--WA-- _..,....._ , `......_ r,..... ,....., 528.00 520.57 4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA ". , .... :l; ! CD 502.23 �' \ , 83.5 . 2 -12-.5-197. NOTED THAT THE THROAT IS ON THE LONG SIDE.tQ c� w . o'' .�, EX EX N/A N/,q A 510.72 J2 EVti!-1 N/A N/A 558.00 -... - I 24-7 LF F 18 RCP 4.69% �,.., .... ; `., :.. �,,...' `.". ,. `'. � •'..... . ,. D -.. - ..._..._ - .. •:>;:>::: 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER INV. :.'.:.. '�'-9 / ... . J1 A 63.90 ! 56. 6.84 VDOT~ B6 M :,.::...- H A 74 22 583 00 5 74.::. 5 00 2 LF PRIOR TO ORDERIING AND INSTALLING. %`:: 503.48 :. y.. RG 5 8 F 18 R 6.50 n � �. � \ • "_ \ � %" r59n�� _ ,.......__.._...::.:•� ..... � ••-'`;_:� 74 #49-52 #25-28 �167C-LF­OF4!' HDP ; ` � �i�iii�ii'ii��A�ll\wY'.i�7' ,� �® • �r'yi4�:r.1� 1� 80' 100' `I 1 It l . • I 224 COURT SQUARE CHARLO'T'TESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 10 Lica No. 35326 ®NA1, All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Tema Concepts, P -C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. i 1. ALL SINGLE (SWM) H2O METERS TO BE SERVICED WITH A 3/4" TYPE -K COPPER LINE. SEE SHEET 9 FOR DETAILS. 2. ALL DOUBLE H2O METERS (DWM) TO BE SERVICED WITH A 1" TYPE -K COPPER LINE, SEE SHEET 9 FOR DETAILS. 3. ALL SANITARY SEWER LATERALS TO BE 4" SCHEDULE 40 PVC. 4. ALL ELECTRIC METERS TO BE LOCATED ON SIDE OF BUILDING. FOR EXACT LOCATIONS SEE ARCHITECTURAL PLANS. 5. ALL GAS MAINS TO BE 2" P.E. UNLESS OTHERWISE NOTED. IN ALL CASES SUPPLY LINES TO OUTLET VALVE SHALL BE INSTALLED BY THE CITY OF CHARLOTTESVILLE GAS DIVISION. 6. ALL UTILITIES SHALL BE INSTALLED OR PREPARED FOR FUTURE PHASES. IN ALL CASES, STUBS AND WITNESS POSTS SHALL BE PROVIDED AT TERMINAL LOCATION OF ALL UTILITIES UNLESS SERVICE PROVIDER PREFERS OTHERWISE. CONTRACTOR TO CONTACT SERVICE PROVIDERS TO COORDINATE. 7. ALL CONDUIT AND PULL WIRES FOR ELECTRIC, TELEPHONE, AND TV SERVICE: SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NEGOTIATED BY CONTRACTOR WITHI UTILITY PROVIDER. ALL ELECTRIC CONDUIT BURIED UNDER ROADS/SIDEWALKS/ETC. SHALL BE CABLE IN CONDIUIT (CIC). CONDUIT FOR ELECTRIC, TELEPHONE, AND TV MAINS - BETWEEN TRANSFORMERS AND PEDESTALS - SHALL BE 4" SCH. 40 PVC WITH 2 CONDUITS FOR ELECTRIC AND 1 CONDUIT EACH FOR TELEPHONE AND TV AT ALL LOCATIONS, UNLESS OTHERWISE NOTED. 3. SPRINT AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH WHEREVER POSSIBLE WITH ELECTRIC SERVICE PROVIDER. NO CHARGES APPLY TO PLACING BURIED SPRINT CABLES. 9. SPRINT TO CONTACT ENGINEER PRIOR TO INSTALLATION. 10. ALL UNDERGROUND CABLE EASEMENTS SHALL BE 15` IN WIDTH. 11. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. 12. WHERE POSSIBLE, UTILITY PEDESTALS SHALL BE GROUPED TOGETHER IN SAME LOCATION. 13. CONTRACTOR SHALL HAVE PRE -CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES, LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 14. CONDUIT FOR ELECTRIC, TELEPHONE, AND TV SERVICE LATERALS TO EACH UNIT SHALL BE 3" SCH. 40 PVC. TWO ADDITIONAL 3" CONDUITS SHALL BE PROVIDED AT EACH SITE STAIR SET AND ALONG ROUTING OF SITE LIGHTING CIRCUIT WHERE CABLE IS SHOWN AS TRAVELING UNDER PAVEMENT. 15. FOR UTILITY LOCATION DETAIL SEE SHEET 10. W lip 1116 all PRESSURE REDUCING VALVES REQUIRED ON ALL UNITS (WATER PRESSURE AT- METERS DS 100 ERR CONCEPTS P.0 CIVIL, ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 RSI, 434-295-4005 FAX 434-29S-2103 SCALE: Q�P� = 20' ISSUED: II -I4-05 DRAWN BY: AGF REVISIONS: 1. 3-3-06, CO./ACSA COMMENTS 2. 4-13-06; CO, COMMENTS 3, 4-21-06, ACSA COMMENTS 4. 5-09-06, ACSA COMMENTS All rights reserved. No part of the material protected by this ' copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. iWo LANDSCAPE ARCHITECTS 224 COURTSQUARE CHARLOTTESVILLE, TTESVILLE, VIRGn IA 22902 STI, 434-295-40R5, FAX 434-295-2103 SCALE, FIT"= 2 ')VT'=5' ISSUED, 171-14-05 DRAWN BY, AGF EVISION& 1 4--I3-06, CO.. CO IMEN TS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. OF 17 �1 h=9 P4 t� e 1,4 DOFit SCALE, FIT"= 2 ')VT'=5' ISSUED, 171-14-05 DRAWN BY, AGF EVISION& 1 4--I3-06, CO.. CO IMEN TS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. OF 17 ME OR M9 6 r.. 5: 5� s: 10+00 11+ 12+0 SCALE: I"=20' H- 1'"_5' V 540 STA 10+34.30 SD G1 VDOT bi-2B RIM 539.18 SD SUU1 i INV. OUT E34.31 (15") STA 10+20.98 550 SD SVV3 - SD SUU2 RIM 542<67 MH -1 INV, OUT 537.67 (15") SD D1 -- ON 6'X141 BOX CULVERT 1550 VDOT MH -1 BOX CULVERT PROP. GRADE RIM 542.77 INV. IN 541.10;(15 -F) STA 10+00 INV, IN 536.6 (15 "-G) j CONSTRUCTED ON 6'X14' �� I1W .. .............. -- 550 RIM 538.90 STA 10++33 STA 14.4 INV. IN 532,00 (15"-H) BOX CULVERT; 545: RIM 542.67 SD SUU2 ....... 545 STA 10+00 INV. OUT 534.67 (15") 3 EX. GRADE 535 555 RLM..5.47.4.4__.__..........._._._.,,._................................_..._...._....._........_.__..__. 555 550 VDOT MH -1...._..... -..-.---- 550 _ _ ___ _ ___ _ _______ ....... _..............__ , INV. IN 541.10 (15"-F) SD C1 ; CONSTRUCTED"calx 6X14'_... INV. IN 538.44 (15"-C) VDOT DI -2B 34.3 LF OF 15" BOX CULVERT EX. GRADE INV. IN 534.95 X15" -SUV) aTA 10+35.15 ° INV. OUT - BOXCULVERT RIM 547.20 STA 10+00 RIM 542.77 PROP. GRA ®E INV. OUT 539.20:(15") 1 INV. IN 536.62; (15"-G) Al 530 550 EX. GRADE `\ 550 545545 I NV. I N 533.771(15"-D) _- ....._. PROP. GRAD 535 6'X14' BOX INV, OUT = BMX CULVERT (SEE PROFILE) : 5301 3 0 ... _._......... ...........................®, ua Z ............. r� M: _ ......_.......... _ ---------- ---- _ 1530 ' S 3 IUJ 525 545........................................... f 1� _ 54.5 4 12 MIN. 0 SEPARATION, SEPARATION, 1 TYi'. TYP. i 5 5 4 _. - - 54,0 535 _ _ _ ...... ... 535 ............. .................... 0 ........ .... ......... ............................ ..... ....: 6'X14' BOX CULVERT 1+0 6'X14' BOX CULVERT L35.2 LF OF 151:.' STORMU PRO F1L; (SEE PROFILE) 34.9 LF OF 15" SCALE- 1"=20' X1;1"=5' V (SEE PROFILE) 2.16%:' RCP @ 2.58% 5_ 5351 .RCP ._5 530 510 530 w ..... .................... ..... ................_.....,................................................: 3 525 - ........................, ...._......_... ..................._ W ;525 It co 10+00 100 STS \ WC PROFILE I ie .i TORWU PJL\iOF LE SCALE. 1'=20'H; I, 1"=5' V SCALE: 1"=20' H- 1"= S' V i 535 545 530 540:._-_.- -.- 525 535 . 530 525 X525 525 6'X14' 0OX CULVERT I (SEE PROFILE) ; 1+00 10+0 oJCAA.,K 1'=20'H; Y=5' i' 585 M9 " am M9 TERRAI CONCEPTS, P.C. CIVIL ENGINEER,S3 LANDSCAPE ARCHITECT'S 224 COURT SQUARE CHARLOTTESVILLE, VIRG1Nhk 22902 PFL 434-295-40015 FAX 434-295-21,03 ISSUM 1I-14-05 DRAW, BY, AGF VISIONS. 1. 3-3-06, CO./A'i SA C0.MME1JNTS 2. 4-13-06, CO. COTMNIENT'S 3. -21-06, 1 CSA COMMENTS Lretrieval reserved. No part of the material protected by this ight (plans, ideas, designs, sections or details d on these plans) may be reproduced, changed ed in any form or by any means, electronic or ical, including photocopying, scanning, or by any ans of retrieval system without written permission from Terra Concepts, P.C. ese plans may not be assigned to a third party ust written author nation of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. STA 10+34.30 SD G1 VDOT bi-2B RIM 539.18 SD SUU1 i INV. OUT E34.31 (15") STA 10+20.98 550 VDOT MH -1 .'....._...._ .................... .........CONSTRUCTTED - SD SUU2 RIM 542<67 MH -1 INV, OUT 537.67 (15") VDOT MH -1 545 555 .00N`8TRUCT5b..ON.. .1.4, .......................... -.. 555 ON 6'X141 BOX CULVERT 1550 BOX CULVERT STA 10+00 All BOX CULVERT PROP. GRADE RIM 542.77 INV. IN 541.10;(15 -F) STA 10+00 INV, IN 536.6 (15 "-G) j INV. IN 538.44: (15"-C) 540 550 �� I1W .. .............. -- 550 RIM 538.90 ;1111. I1 534.95.1.; 525 ------ .............. ...... .......................................NV OUT 546,84: ........................... I ........................ 570 ..................................... 555 570 550............ ................. .............................. 53 6 0 1 R— OX- —C U­L'V-E-1 -VV/-VDOT-- i ----- --------- 560 .......... ............... ............... .......................... - 545 555 J- .......... .. --- -------- ..................... . ............ ........................... 555 ...... ....................... ........... ........................................... ........... 550 SEVARNTIOR, . ................. . ............ . .... . 540 550 1 ............ ............................... - .......... ............ ...................... ..... � 545 535 545: 530 ------------------ ...................... ............. ........ ............ .. . . ........... ---------------------------- ................ ......................... 5401;540 535 WE 10+00 11+00 12+00 13+00 10+00 10+80 WATERLINE 'A'PROFILE STORM'HPROFILE SCALE; 1'=20'1-1; I"=Sl V SCALE: I"=20" H; I"=S'V . . .... ........... - -------- ---- - - ---- ----- - ------ -------------- ---------- ------- ---- --- --- -------------------- -- - ----- -- - ------------- ---------------- ---------- - -- -- --------- -------------------------------------------------- ------ - ----- - ----------------- ---- ----- -- -- --- - ---- --- ------------- -------------------------------- - ----------- - - -------------- - - ------------------------------------- ......... ...... - ---- - ------- --- --------------------- -S6 MANHQ1'.E STA 13 <22.02 RIM 55..00 INV. IN 1547.45 (2-4") INV. OUT 547.25 - - - - - ------- ------- --- ---- ------- - - ------- ------ ------------------ ---------- --------------- --- ------------ ---- ----------------------------- - - ...... . ....... ------- - --- ----- - ----------- - --------------- ........................... ........... ---------------- ------------ ---------- --- - ---------------- -------- ----- ........... -------- ----------- ------ - .... ........ -- ----------------------------------- ---------------------------------- - --- - ---- ............... . ........ ----------- - ---- - ---- . . ...... �555 5551 SSEX2 MA NHOL E I EXISTING GRADE/STA 12+2787 PROPOSED GRADERIM 538.50 ("ISE EX. 1.05'} INV IN 530,15 (EX. 8') INV. IN 528.50 (PROP. 8") -------- --- ------- -- ------ - - - ------------------ --------------------- --------- ----- - - -- ---------------------- ------------- -------- ------ ............... ........... - - - ------------------ -- ---- -------------------- ----- -- -------- - - ----- ---- ---------- ---------- ------------------------ -- - - --- --- ---------------- ----------------------- ------------------ -- - ------------- j ----- ----------------------- ............ ------------------ - --------- - ........ - - -------------- -------------------- ------------------- ------------ -- ---- -- --- -------- ........... . I . .............. ... - ---- ---- - --- - -------- - ------- - ---- - -- - -- --------------------- --------------------------------------------- INV OUT528.30-(EX ----- '550 540 540 5501 - ----------- MANHOLE STA 10+32.08 RIM 539.70 INV. IN 533.95 EXI 8" SDR 35 PVC 1 (D' MAMHOLE INV. IN 530.0 (DROP) SP .SEWER SEWER STA i0+00 INV. OUT 529.81 - - — - ------------- - -- -------- .......... - - ------ - - -- - ------- ---- ----------- ------ - ----- - - ---------- — -- --------- - -- - -7 535 545 7 --------- - -- 545 535 i MANHOLE INV IN 519.33 (EX 3F) EXISTINGIGRADE STA 10+00 INV IN 518.88 (EX. 8) 0 PROPOSED GRADE kp @4. I RIM 538.50 (RAISE EX 1 05) /IVV. IN 51%63 (EX. 8'9 //VV IN 530,15 (EX. 8 INV ]A/ 515 78 (EX, 8') -4- 5.94 INV. IN 528.50 (PROP. 8") 12" MIN.; INVO T 514.98 (EXI 101) /I V V OUT 52�8, 30 (EX, 8') SEPARATION 540 530; — --- -- --------- - ----------- - - - ----- ------- -- - --------- 540 --__----------- TYP, 18" MIN. SEPARATION 28.08 LF OF TYP. DIP @4 TMIN. COVER ",650%; - - -------------- --- ----- - -- - --- -------- ---------- - - -- --- ------ - ------- j, — ---- ----- 5351 ---- - ----- - --------- 535 525 � . . ........ — ------ 1525 LP -- - ---------- ---- - -- - ----- 520 ..... — ---- - . ..... 530 ---- --------------- -- ......... ..... - --- ------- ---------------- ---- --- — - ------- - - - - ------- - ----- - �4i ---------- 530 520; 4. 7 7 96. EXISTING 8" VCP S�S-. @ 4.7791. VC, Z Z I Z Z Z Z Z CY) :D D LU — --; — — h— — — : — — — — M Uj 0 -j -J -J -j _j -j -j i _j __j __j W w 51763 CONTRACTOR TO VERIFY: OCATION, 2 A Lu LU LU > w LLJ LU LLJ LIJ i ul > w w LU ---------- - LLL --u -lu --w, --ul __ILL > LU J U Ill . .... 1-11 ERG LU L LL F- - -------- ------ - -------------- ------'-�---DEP1TH-- AND -TYPE-OF-UND ROUND-- — ---------- ------------- ---- --- 525 525 515; 5 In r) Z- 0 Uj < U w 0 0 Uj 0 _j -.1 ry -'j _<j U, -j -j U) UTILITIES IN THIS AREA AND CONTACT U) Z w X 1� w ry fy ry ry ry Q� 12f 0� 01-1 Q� al fw Uj 0� 12� Uj UTILITY PROVIDERS AND �NGINEER W (U) 0 Z w w w W w W Uj w w w M w w w w w w w w < < q PRIOR TO CONSTRUCTION. w :w w w w w w w w U-1. U-1 w Uj w U-1 Uj w w w ;w w w ry co va w co U) U) (j) W U) w cf) U) U) U) i< 3 3: 3: � 3� 3: 3 3: w kw 't Nt It Nt -;t 0 'It 'It Nt N7- ---------- --- --- - ----- - - ------ - ------ . ............ - - ------------ - - iw < w I- M -'t W 10+00 11+00 12+00 13+00 10+00 11+00 12+00 SANITARY SEWER'SPFILE EXISANITARY SEWER PROFILE (Na BERKSHIRE EXTA, SCALE: I"=20'HROSTING ; I"=5'V SCALE:: V'=20'H; 1'=5'V TERRA CONCEPTS, P.C. ,C'1VII- ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGIN -LI 22902 PH434-295-0105 fi�,X-X 434-295-2103 Ue. No. 35326 V AL SCALE, 1111"= 20')VJ"=,5' ISSUED- 11-14-05 IRAN BY: AGF REVISIONS, 1. 3-3-06, COJACSA COMMEINTS 2. 4-13-06, CO. COMNIENTS 3. 4-21-06, ACSA COMMEINTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @ TERRA CONCEPTS, P.C. 2LL FOR ALL BENDS 450 45' MAX PLUG Ir 11H 2 __j FOR TEE OR WYE FITTINGS WIDEN TRENCI­ ACCOMMODATI ANCHOR IF REQUIRED. NG AS RED... ...... SECTION 1-1 PIPE !DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) j CU.YD. (FEET) CU.YD. BEND - - ------------ ......... ..... H L T .. ... ..... ............... ­­ L H T ----------- -- - - -------- - -------------- i 90 2.50 2.50 101 0.24 45 2.00 2.25 2.60 z,, R, r11 0.15 22112 1.50 2.00 2.52 Z-.2-5 2.50 0.10 111/4 1.50 2.00 Z50 0A0 --------- - - - ---- ------------ - - - .......... 90 3 3 3 .66 .16 .21 0.4 8 45 2.66 2.66 277 0.26 221/2 1.66 2.16 2.69 i 0.13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 ­-------- .......... i 0.13 J ........... ............ .... ------------- 90 4.83 1 3.83 1 3.42 0,83 101, 45 3.33 3.58 2�95 & 12" 1 43 183 4.00 2.83 0.52 221/2 233 2.58 I 2.86 i 0.24 111/4 1.83 1 2.33 2.84 ---- ------ ---1-1 - ------------- 0-18 . ....... 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES 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 FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE TFIRT TSTBLOCKS FIG. W-3 TD -14 er Z (0 WATER PLACE 5'GALV. " WITNESS" POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 9 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W1 LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA THRUST BLOCK ........... NOTE: IN IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL (GATE VALVE FIG. W-5 TD -18 SIZE BRANCH VALVE THE SA WATER MAIN PVC SLEEVE THRUST BLOCK VALVE BOX M, i. FITTING G ON -LI INE (TYPE "B') M.J. PLUG THREADED FOR COUPLING AND CAP METER BOX (SEE FIG. W-7) NO. 57 STONE .. ................ 1_2" GALV. PIPE VARIES VARIES al 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS .......... ... . ....... . . . . . . . . . . . . . . . CERTIFICATION OF 95% COMPACTION REQUIRED GALVANIZED STEEL VV12 X 14 (MIN. SIZE) TMIN. PENETRATIO1 UNDISTURBED SOIL ."IPPROVED BY THE SERVICE AUTHORIT) ....................... 'MIN. TYPICAL TFIRUST BLOCK IN FILL AREA SECTION U. U-003 1\1�9� DETAIL NA'Jllil. 9 DETAIL U -014 NT.S. 9 -032 DETAIL U-032 IRON LID rl NS, TYPE "K' SOFT COPPER CAST IRON LID rl -FINISHED GRADE V, xl"xl" TEE EXTENSION OR APPROVED EQUAL ­ e/, IN UNPAVED AREAS NOTE: NO SWEATED FITTINGS (FLARED ONLY) FORD VV72 (5/8"x314") DUAL SERVICE VV74 (1 ") TYPE "K" fl F: SOFT COPPER . ........ j .......... ........ ...... ..................................................... .................. N',ETER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED OR UNLESS OTHERWISE APPROVED. -FlPal ml 11=1 I 1=1 I IE --I 11=1 11=1 11=1 11-( I IEABOVE 114 BEND COUPLINGI H MUELLER NOH (112", LOCKWNGGLE jj=j" N - -150685069(1 2") 0 ANGLING FORD NO. L02-44 (1") VALVE NO. L02-66 (11/2") NO, L02-77 (2") EQUAL OR APPROVED (0 co 110, V COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. V COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. 4" STONE RICKAS i BEDDING NECESSARY ) \_ CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATIO;IN INITIAL BACKFILL 6" BEDDING #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCIH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN CIOMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. 24" MIN. z INITIAL BACKFILL UNSTABLE 8" MIN MIN8 SAIL ........ #68 STONE STABLE SOIL OR ROCK F I G. V11-2 TD -17 TD -1 3 NOTE: HYDRANT MUST BE FIG. W4 KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES -NOTES: MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND AOR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE. , LENGTH OF BRANCH VARIIES 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO 6'MIN 2' TO 10'THE FIRE HYDRANT (INCLUDING DITCHES) (270-- 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 7 CU. FT. VALVE BOA GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOTALLOWED IN THE DITCH. r 6" GATE 36"MIN 5. FIRE HYDRANTS SHALL BE INSTALLED AT VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE 8"X 6" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT .. ........... 2500 P.S.I. CONCRETE . ........... SHALL BE PUMPED DRY. BASE AND THRUST BLOCKAGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, ASTEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT C('11"DRANT ASSEMBL Y �G� TYPI AL FIRE H - ---------- - - - - - - U10W DETAIL 24 MIN. MIN N. #68 STONE STABLE SOIL OR ROCK 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 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 OUT IN ALL CASES. W11=801535101M SECTION., PLAIN U-010 DETAIL U-012 19 FIG. W-7 TD-: COVER LIFT NOTCH 1 12 3/8" ----------- (C� =WATER CAST IRON LID NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATE LOCATION)- CAST IRON A BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24" 3. FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 6BROOKS 2200 SERIES -;�Z 111W PIPE SLOT (2 PLACES) TYPICAL METER BO',"z`,7sES (5 /89 11) METERS) 9 DE TAIL U-018 N.T.S. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITEM'S 224 COURT SQUARE C14ARLOTTESVILLE, VIRGINU 229022 P14. 434-295-4W.5 FAX 434--295-2103 SCALE., A S- S: PI 0 VV N I S S U E D DRAWN BY- SWE REVISIONS: 1. 3-3-06, CO./ACSA COMMENTS 2. 4-13-06, CO. COMMENTS 3, 4-21-00, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic: or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission I from Terra Concepts, P.C. i Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SIFIEEIT CAST IRON LID -FINISHED GRADE 10"-151. I 1= BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL ­ IN UNPAVED AREAS COPPERSETTER (PLACED ON STONE) FORD VV72 (5/8"x314") VV74 (1 ") fl F: ORA PPROVED EQUAL . ........ j .......... N',ETER 4" STONE RICKAS i BEDDING NECESSARY ) \_ CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATIO;IN INITIAL BACKFILL 6" BEDDING #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCIH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN CIOMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. 24" MIN. z INITIAL BACKFILL UNSTABLE 8" MIN MIN8 SAIL ........ #68 STONE STABLE SOIL OR ROCK F I G. V11-2 TD -17 TD -1 3 NOTE: HYDRANT MUST BE FIG. W4 KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES -NOTES: MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND AOR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE. , LENGTH OF BRANCH VARIIES 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO 6'MIN 2' TO 10'THE FIRE HYDRANT (INCLUDING DITCHES) (270-- 3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 7 CU. FT. VALVE BOA GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOTALLOWED IN THE DITCH. r 6" GATE 36"MIN 5. FIRE HYDRANTS SHALL BE INSTALLED AT VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE 8"X 6" THE PREVAILING GROUNDWATER ELEVATION. IF TEE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT .. ........... 2500 P.S.I. CONCRETE . ........... SHALL BE PUMPED DRY. BASE AND THRUST BLOCKAGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, ASTEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT C('11"DRANT ASSEMBL Y �G� TYPI AL FIRE H - ---------- - - - - - - U10W DETAIL 24 MIN. MIN N. #68 STONE STABLE SOIL OR ROCK 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 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 OUT IN ALL CASES. W11=801535101M SECTION., PLAIN U-010 DETAIL U-012 19 FIG. W-7 TD-: COVER LIFT NOTCH 1 12 3/8" ----------- (C� =WATER CAST IRON LID NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATE LOCATION)- CAST IRON A BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24" 3. FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 6BROOKS 2200 SERIES -;�Z 111W PIPE SLOT (2 PLACES) TYPICAL METER BO',"z`,7sES (5 /89 11) METERS) 9 DE TAIL U-018 N.T.S. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITEM'S 224 COURT SQUARE C14ARLOTTESVILLE, VIRGINU 229022 P14. 434-295-4W.5 FAX 434--295-2103 SCALE., A S- S: PI 0 VV N I S S U E D DRAWN BY- SWE REVISIONS: 1. 3-3-06, CO./ACSA COMMENTS 2. 4-13-06, CO. COMMENTS 3, 4-21-00, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic: or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission I from Terra Concepts, P.C. i Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. SIFIEEIT FIG. S -I -B FIG. S -I -A FIG. S -I -C FIG. S-2 TD -2 TD -1 TD -3 TD -6 W _j 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN ---------- BRANCH ............ ...... 12 ............ ------------- 2" _ ------------- .......... .......... iz" fJ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND iEXISTING MANHOLES SHALL BE GORED AND A Ft_t:AIbLI= CONNECTION BOOT INSTALLED 0 V__ NOTES: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT OF -WAY SHALL BE BACKFILLED REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL DIMENSION Cl) Z BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR BACKFILL* A 4" BEDDING OF NO. 68 STONE " 8" MIN. 6LIFTS) SHALL BE PROVIDED. EMBEDMENT THOROUGHLY COMPACTED BY HAND OR APPROVED 3.WHERE ROCK IS ENCOUNTERED SPRING LINE MECHANICAL TAMPER PIPE SHALL BE INSTALLED ON A OF PIPE - - ----- HAUNCHING MINIMUM 6" BEDDING OF NO. 68 STONE. NO. 68 STONE ----------- - ----------- BEDDING 6" MAX 4" MIN FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) TYPICAL SEWER PIPE INSTALLATION IN TRENCH SECTION U-016 N.T.S. NOTES: 1. ELECTRIC SHALL ALLOW JOINT TRENCHING TO OCCUR WITH TV AND CABLE PROVIDERS. 30'R.O.W. UTILITY EASEMENT 20' .................... ................... .............. .............. ................ .......... 10 SECTION !W! N.T.S. STREET SURFACE OR NON -PAVED AREA "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE T-0" MIN. PRECAST REINFORCED CONCRETE SECTIONS i 12 MIN. "0" RING SEALS 16"' MAX MINIMUM ELEVATION 15 1 DIFFERENCE ACROSS M.H. 4'-0" 5": FROM INLET TO OUTLET SHALL BE 0.20 FEET.- DEPTH OF FLOW CONCRETE VARIES -------------------- CHANNEL TO BE ---------- 3/4 DIAMETER OF---_J� . ..... -------------- . ...... SEWER. 12" FILLETS CONTRIBUTING . ..... A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING 10 SECTION EFFECTIVE AUGUST 18, 2005 (4) V (25MI DIA HOLES ON 32 314" (834MM) DIA BOLT CIRCLE. EASTJORDANIRON WORKS 00104316 Us FOUNDRY CORP. USF 710 RING & DIP COVER OR APPROVED EQUAL 1 1/2' 27 1/2" DIA [38MMI [699l 26 1/4* DIA [178MMI [667mm] 24" DIA [605MM]- 28 7/16" DIA 518" [722MM] p6ml 36" DIA [914MM] FRAME SECTION [25MM] 1 t7 2- (51l LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES 1112, F138l (2) CORED PICKBARS 1/8' (29l DIA BOSS U-005 N.T.S. FIG S -1-D TD -4 26" DIA 1 1/2" t660MM] [38MN41 3 1/8" 1/4" (61MM) DIA [79MM] NEOPRENE GASKET 23' DIA [584MM] 25" DIA [635mm] - O.D. OF GASKET GROOVE SECTION 011W FIX UIN ....................................... DETAIL U-007 10 N.T.S. 24" MANHOLE FRAME & COVER a) SEE NOTE 1 & 2 b) UNDER TYP. MH . .......... ... 12" OF ADJUSTING RINGS MAX ....... ADJUSTING RINGS REQ'D WHEN C) . ...... NECESSARY TO MATCH GRADE, RINGS NOT PERMITTED ON MIN. 2 BOLTS REQ'D TO SECURE NORMAL EASEMENTS. ADJUSTMENT RINGS TO MH TO PREVENT HORIZONTAL MOVEMENT BOLTS TO GO THRU RINGS AND FRAME. SEE LID DETAIL FOR BOLTM.J.D.I. PIPE & FITTINGS (SAME DIA AS SEWER LINE SIZE. ) ............ 50% OF OPENING BRICKED . ........ WATER PROOF JOINT TYPICAL 4'-0" MIN, SEE SPECIFICATIONS W STEPS 10 -------- --Cyqu- INVERT SHALL BE SHAPED IN ACCORDANCE WITH VDOT 2 (D DETAIL ........... 4" MIN. COMPACTED CRUSHED STONE ..................... .............. - ------------ - .......................... .......... - .......... - U IN AN & M Iff ............... ............... ............................. .. ... ........................... ................. .......... .. 10// DETAIL U-011 N.T.S. 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 11-14-05 DRAWN BY: SWE REVISIONS: 1. 3-3-06, CO./ACSA COMMENTS 2. 4-13-06, CO. COMMENTS 1 4-2106, ACSA COMMENTS 4. 5-09-06, ACSA COMMENTS All righfs resen+ed. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission frorn Terra Concepts, P.C. Ajso, these plans may not be assigned to a third party without first written authorization ofi Terra Concepts, P.C. O TERRA CONCEPTS, P.C. TERRA _Cl.''1S P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1199= 209 ISSUED- 11-14-05 DRAWN BY: SE REVISIONS: 1, 3-3-06, COJACSA COMMENTS 2. 4-13-06, CO. COMMENTS 3. 4-21-06, ACSA COMMENTS 4. 4-24-06, ADD GROUND COVER All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE; PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INI T IAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, I F NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLA`IT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WOF:K) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPEC.°:=S, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, THE LANDSCAPE ARCHITECT MA4' AT HISIHER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL rL3E ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRA NGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY (REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2 -INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERW3E NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36 -INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1') CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BEAT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. GENERAL LANDSCAPE NOTES 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES, PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCURANCE. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEA:URE, ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE i"YORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREE> UNLESS APPROVED BY TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3, ALL WORK TO BE PERFORMED BY THE CONTRACTOR, WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. PLANTING SOIL MIX: 1, THE LANDSCAPE CONTRACTOR SHALL FURINISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL SUBSTITUTES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SECTION 02923 OR BELOW FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS, EVERGREENS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING (UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT SITE) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER (AS RECOMMENDED IN SOIL REPORT) LIME (AS RECOMMENDED IN SOIL REPORT) 1, SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL. IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. 12" 2-3" MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB ---i INA CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE THAN 3" TAPERING UP TO 1 AT TREE FINISHED GRADE C�nl..I. 81P tie Eleln WITP TO EYIST!Mr, Gr?.AnF- �I,} n% Tls AS NECESSARY AT OUTER PIT EDGE {ASiSP' 6IFIED) Ti / EXCAVATED OiDOHRDEOLLPIT O� 1� 2-3"'-\ FORM ROOTBALL F ... co -?. E.'-= 3 2 E'--3 i E`3 i '� .} i E`-"(3 ....` llflil'I;:I,I.€ RETURN EXCAVATED SOIL AS NEEDED A JD COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FU TURE 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS, SEE DETAIL FOR SUITABLE TREE 4 OPTIONS E 12 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE HD2 ROOTBALL PIT DETAIL TREE PLANTING 12 SECTION, PLAN NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER OPTION 1: VERTICAL STAKING (2) STAKES & GUYING TREE. SET STAKES 11 AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE ANC THE LOWEST BRANCI L -001i SECTION, N, P AN N.T.S_ 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE, EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3• TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. 4",TYP. FINISHED -o W:Iff GRADE -1 E TREE (AS SPECIFIED ON DVVIGS.) LAYER TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF 2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE ATED SC;I. PLANTINGS ONLY) L-004 N, T.S. 4'5 r # aloft L-002 N* T.S, COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) 7,_TREE \ STAKE GALV. WIRE STAKING ENLARGEMENT 12L-007 ��S III 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS FINIS' --IED GRADE REFS" TO TREE D ROOTBALL PIT DETAIL 12 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE CF= PLANTING AREA EE PLANTING, 121 SECTION, PLAN 12" Ile UNLESS OTHERWISE NOTED CROWN BED 2-3"; D TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE E MULCH I ° FINISHED GRADE -, UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN BED 2-3' TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRAD;:' STAKES ON "HIGH" - SIDE OF TREE ONLY. ROW SPACING AS SPECIFIED t 12" 0 22 1/2 !-J u DIRECTION O OF SLOPE 1- Z 0 PLAN In w ®_W MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED L-003 N C.S. .. Y >_ S (... :' f ... O.C. w -111,...., F� SPACING ROOTBALL BED WIDTHPLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL BED WIDTH PLAN UNDISTURBED SI BGRADE ®� L PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION S �JB PL�� TI�� (SINGA LE U LROWS) SECTION, PLAN L-005 N.TS. TERRA CIVIL, ENGINEERS LANDSCAPE A]RCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-293-400 FAX 434-295-2103 SCALE, AS SI10AN, ISSUED- 11-14-05 DRAWN BY DYE 1. 3-3-06, CLQ./ACSA COMMENTS 2. 4-13-06, CO, COMMENTS NTS 1 4-21-00, - ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed an these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system v ithout written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. LUMINAIRE LOCATIONS / / Label Qty Catalog Number Description Location File Lumens LLF Watts Aim / ~ / A 30 WLP WITH WHITE SPLAY, ED -17 METAL HALIDE, MH- 3200 100 50 FRESNEL GLASS VERTICAL BASE -UP 95020589.ies LENS.SPLAY COLOR= POSITION, WHITE Winona WindsGape LOW VOLTAGE WALL Q50MR16/FL (EXN) B 30 Gem Series GE -20-- MOUNT Beam spread: 40' Q50MFL.M16 1028 1.00 50 MEDITERRANEAN (3) 60 WATT C 15 L592 -CLEAR SERIES TAPERED INCANDESCENT 88811M_ 2150 1 00 165 HEXAGONAL LANTERN; clear.IES CLEAR GLASS PANELS & WHITE TOP REFL -- / 342 / / Label Qty Catalog Number Description / File Lumens LLF Watts LP6H-50M-6L4-IvIT- / ~ 342 ------_--__-----�� '----''--' -1 --.111.- -------_-'--'--------_'_----- -------------- ­- - --- ­­­ �� ---. - � // / \ / ,/ LUMINAIRE SCHEDULE / Label Qty Catalog Number Description / File Lumens LLF Watts LP6H-50M-6L4-IvIT- / ~ / A 30 WLP WITH WHITE SPLAY, ED -17 METAL HALIDE, MH- 3200 100 50 ------_--__-----�� '----''--' -1 --.111.- -------_-'--'--------_'_----- -------------- ­- - --- ­­­ �� ---. - � // / \ / ,/ LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LP6H-50M-6L4-IvIT- 6" LENSED DOWNLIGHT ONE 50 -WATT COATED A 30 WLP WITH WHITE SPLAY, ED -17 METAL HALIDE, MH- 3200 100 50 FRESNEL GLASS VERTICAL BASE -UP 95020589.ies LENS.SPLAY COLOR= POSITION, WHITE Winona WindsGape LOW VOLTAGE WALL Q50MR16/FL (EXN) B 30 Gem Series GE -20-- MOUNT Beam spread: 40' Q50MFL.M16 1028 1.00 50 MEDITERRANEAN (3) 60 WATT C 15 L592 -CLEAR SERIES TAPERED INCANDESCENT 88811M_ 2150 1 00 165 HEXAGONAL LANTERN; clear.IES CLEAR GLASS PANELS & WHITE TOP REFL GENERAL NOTES: 1.LANDSCAPE AND LIGHTING PLAN PREPARED BYTERRA CONCEPTS, P.C. 2. CONDUIT QUANTITIES AND LOCATIONS TO BE DETERMINED AT PRE -CONSTRUCTION MEETING BETWEEN OWNER, ARCHITECT AND CONTRACTOR. 3. LIGHTING SUPPLIER: ILLUMINATION C(}QCEPT&SALES; PAT KXORG&N;(8O4)358-23OO. 4. THE OWNER I BUILDER MAY SUBSTITUTE FIXTURES. HOWEVER, ANY SUBSITUTIONS SHALL BE APPROVED BYTHE COUNTY PRIOR T{}BEING ORDERED AND INSTALLED. 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-400S FAX 434-29S-2103 � ISSUED: 11-14-05 DRAWN BY: SWE 1. 3-3-06, COJACSA COMMENTS 2. 4-13-06, CO. COMMENTS 3. 4-21-06, ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C.