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Home My WebLink AboutSDP202100087 Plan - Revision 2022-01-24 (2)PROJECT CONTACT LIST PLANNING ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: MARIAH GLEASON PHONE: (434) 296-5832 (X-3097) E-MAIL: MGLEASON®ALBEMARLE,ORG ARCHITECTURAL REVIEW BOARD (APB) ALBEMARLE COUNTY 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: KHRISTOPHER TAGGART PHONE: (434) 296-5832 (X-3278) E-MAIL: KTAGGARTeALBEMARLE.ORG ENGINEERING ALBEMARLE COUNTY 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 CONTACT: FRANK POHL PHONE: (434) 296-5832 (X-7914) E-MAIL: FPOHL®ALBEMARLE,ORG DEVELOPER: CROSS ARCHITECTS, PLLC 879 JUNCTION DRIVE ALLEN, TEXAS 75013 PHONE: (972) 398-6644 (X-301) CONTACT: BRET FLORY EMAIL: BFLORYaCROSSARCHITECTS.COM SITE DEVELOPMENT PLANS FOP CALIBER COLLISION CHAQLOTTESVILLE, VA ALBEMARLE COUNTY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 CONTACT: RICHARD NELSON PHONE: (434) 977-4511 E-MAIL: RNELSON®SERVICEAUTHORITY.ORG FIRE DEPARTMENT ALBEMARLE COUNTY FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 CONTACT: HOWA12D LAGOMARSINO PHONE: (434) 296-5833 (X-3377) E-MAIL: HLAGOMARSINO®ALBEMARLEORG VDOT 1401 EAST BROAD ST RICHMOND, VIRGINIA 23219 CONTACT: WILLIS BEDSAUL PHONE: (434) 422-9866 E-MAIL: WILLIS,BEDSAUL®VDOT.VIRGINIA.GOV ENGINEER FREELAND and KAUFFMAN, Engineers - Landscape Architects 209 WEST STONE AVENUE GREENVILLE, SC 29609 PHONE: (864) 282-3039 CONTACT: TODD BURNETT, P.E. E-MAIL: TBURNETToFK-INC.COM OWNER TAP INVESTMENTS LLC 2903 E AUGUSTA STREET STAUNTON, VA 24401 PHONE: (540) 885-5181 EMAIL: LABAILEYoTRIANGLEREALTORS.NET INC. SITE ADDRESS 1720 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 PARCEL ID u04500-00-00-10600 GENERAL NOTES I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 12', WHICHEVER IS LESS, CONTACT FREELAND E KAUFFMAN, INC. (864-233-5497) AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND E KAUFFMAN, INC. ACCEPT NO RESPONSIBLITY FOR THE DESIGN TO INSTALL SAID ITEMS. 3. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811. 4. ALL WORK SHALL CONFORM TO THE ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 5. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. 6. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A VIRGINIA REGISTERED LAND SURVEYOR ON -SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSURING THE SURVEYOR IS IN POSSESSION OF THE LATEST REVISIONS OF ALL PLANS. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 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 (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3: l or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe — Class 111, 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). SHEET INDEX NO. TITLE COVER SHEET 2 ALTA-NSPS LAND TITLE SURVEY 3 DEMOLITION PLAN 4 SITE PLAN 5 GRADING EROSION CONTROL PLAN 6 DETAILS -I 7 DETAILS-2 8 DETAILS-3 9 LANDSCAPE IRRIGATION 1I-1) 10 IRRIGATION DETAILS � SPECIFICATIONS (LI-2) II IRRIGATION DETAILS (LI-3) 12 LANDSCAPE PLANTING (LP-1) 13 LANDSCAPE DETAILS � SPECIFICATIONS (LP-2) DATE REVISIONS 1/14/2022 01 RESUBMITTAL TO COUNTY. ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA +/- 1.02 TOTAL DISTURBED AREA +/- 0.09 APPROVALS DATE DL--PAK I �ll-:N I OF (-()NIN1 'NI I Y DJ-- VEL(')J'N-lI-N'I 1-1LA"s N1_A;Z(�N IN,6 L�(r1NL1_R INSPECTIONS Alit B DL-1tiAI1` rMENT OF FIRE RESCLJE ALBE-MARLE COUNTY SERVICE AUTHOR UY �!lIk tiNIA I)EPAWME `T of 'rRA1�',j'I'01fl'A]'10.'N SHEET I OF NOVEMBER 8, 13 2021 X 477.36 4>� X 477.52 cai 478.24 Ipinf /4 479 4-- 479.62 OF�FF'- ` �� as__ KA \ Curb Inlet IL \ 1 4> \ a Rim=482.57 `481'�17 X` 8429 847 Throat=482.04 i `� 478.320> " Inv SW=477.52 \ Inv N=477.48 �482'/ �• B iness 9n 477.9 483.14-)� / / 478. 2 Asphalt X 478.5 N/F 4869 / / X 478.65 Bearwood Properties, LLC. / ~\ 478.62 PID: 04500-00-00-10500 DB. 1870, PG. 119 Asphalt \�. Zone: HC 478.7 7�5/3 4 .S+ 485.64 �1484.8 / /� // //,•� X 478.94 �i a aRR 1,9 �� / 479.06 1 e TG=4841.78 Inv=480.18 / )�.j 6I / 489.77-),\ Storm MM Rim=489.87 \�\� Inv SE=484.77 Inv SW=484.62 Storm MH GQ 491, Rim=491.94 Inv NE=486.49 Inv SW=486.04 34 X 476.35 X98 \ g>� X 475.41 476. 7? 475 ✓6 476.02 74.86 478.60T �/5.30 g>se 0 4 36 PARCEL DESCRIPTION ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE COUNTY, VIRGINIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY MARGIN OF THE RIGHT-OF-WAY OF SEMINOLE TRAIL (U.S. ROUTE 29) (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) HAVING VA SOUTH GRID COORDINATES OF N 3,918,223.95, E 11,490,704.17; THENCE ALONG SAID RIGHT-OF-WAY S24'56'01"W A DISTANCE OF 149.67 FEET TO A POINT, THENCE LEAVING SAID RIGHT-OF-WAY ALONG THE COMMON LINE OF THE LUCK GROUP, LLC. N64-54.04"W A DISTANCE OF 229.70 FEET TO AN IRON PIN, THENCE ALONG THE COMMON LINE OF BALMUN, LLC. N65'33'27"W A DISTANCE OF 67.97 FEET TO AN IRON PIN, THENCE ALONG THE COMMON LINE OF BEARWOOD PROPERTIES, LLC. (FOR THE FOLLOWING TWO CALLS) (1) N26.55'37"E A DISTANCE OF 149.77 FEET TO AN IRON PIN, (2) THENCE S65.02'54"E A DISTANCE OF 292.46 FEET TO THE POINT OF BEGINNING AND CONTAINING 44,074 S.F. OR 1.012 ACRES MORE OR LESS. Asphalt S65' 02' WE CLCB 292 46' TG=473.62 Inv SW=469.77 Inv NE=469.72 475.36-X \ \ Rolleto 4>53j \ g> � \� s 46 \ \ X 475.35 475. °t N/F 28 Bearwood Properties, LLC. /� PID: 04500-00-00-10500 /& DB. 1870, PG. 119 74 Zone: HC \�3p\�33g 473.55% \\ \ 7k Keypad \\, X ,' 7! -1 8 1/279.19 m F ' \ 1\ 475.4 '474 26 \ / Benchmark m `1 \. k/sf/n 475 \ Nail in Asphalt C'a 9 eu// Oev=479.23' °° `ka o°w////0'/, CLCB NAVD TG=473.04 m FOOfp,�9ht�96?• 475.8 Inv SW=470.34 \ X 479.53 X 79 1 fQ9Z8 >' Inv NE=470.14 ' I �PO 4 SF 479.90 / o m \ 0 76O4, ° o 94 X 479.38 / / 14 m \ X 479 1 79.84 Of a Asphalt X479.2 R,,pp �m 479.72 Tap Investments; LLC. w r \ \� \\ \ \\\�• \\ PID 04500-00-00-108C0 CC \\ \\ \\\ \ \\� \ DB. 3208, PG. 500 cJcn TG=478L52 \\ \ \ \ \ \\\\ \ Zan« HC \�ypv Inv SW=475.72 /a�• 2t�Acres• f1 Inv SE=475.58 N/F Balmun, LLC. PID: 04500-00-00-105AO / X��79,� \� DB. 2223, PG. 458 \ \ Zone: HC / Ston 141 Rim=487.04 / Unable to Access Trees on Top NOTES: 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA SOUTH GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: A. PLAT BOOK 2960, PAGE 75 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT. 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 6. THE AREA WAS DETERMINED BY DMD METHOD. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A111901115-OOA, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "X" (AREA OF MINIMAL FLOOD HAZARD), PER MAP #51003CO278D; EFFECTIVE FEBRUARY 4, 2005. 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 11. TOTAL AREA = 44,074 S.F. = 1.012t ACRES 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. •a6� X 479.37 4 <79.58 _ 488 X 479.47 \ X 489.78 419� \ � 479.47 491 00-'-\ \�\ \ �\\\�\ \\\\ X 479.49 47, \ \\ Asphalt 491 N/F The Luck Group, LLC. PID: 04500-00-00-106AO DB. 4345, PG. 207 Zone: HC Benchmark I\ Nail in Asphalt 489.13 Elev-480.53' Traffic Sign NAVD 88 Asphalt X 474.66 X 474.78 475E-- --472 9°5 gas i\ � 478.88 / /478.50-X Cie X' °'/^w of// �°i A M, j o/ zy a kar Q / 0 8• / UTILITY INFORMATION WATER AND SEWER: ALBEMARLE COUNTY (434) 977-4511 ELECTRIC: DOMINION ENERGY (866) 366-4357 GAS: CHARLOTTESVILLE GAS (434) 970-3211 TELEPHONE: CENTURY LINK (866) 642-0444 CABLE: COMCAST (800) 266-2278 -476� .15 / Sanitary MH P---_47-7�-- � Rim=476.60- �. Inv NW=467.57 CP Inv SW=466.85 Inv NE=466.70 - / POB N 3.918,223.95 E 11,490,704.17 -- 4?S__�� Curb Inlet Rim-479.92 / Throat=479.34 Inv NW=474.52 Inv SE=474.12 RCp� Q , CID Sanitary MH - Rim=484.03 ,+ Inv SW=475.93 J Inv NE=475.88 --1485- f- / ZONING DATA ZONED: HC (HIGHWAY COMMERCIAL) SETBACK LINES: FRONT: 10' EXTERIOR EDGE OF SIDEWALK SIDE: 0 ' REAR: 0' MAXIMUM BUILDING HEIGHT: 65' FLOOD INFORMATION FLOOD ZONE "X" (MINIMAL FLOOD HAZARD) PER FEMA MAP NO. 51003CO278D EFFECTIVE DATE: FEBRUARY 4, 2005 PARKING REGULAR = 39 HANDICAP = 1 LEGEND PROPERTY LINE - - ADJOINER PROPERTY LINE EASEMENT LINE - STORM DRAINAGE PIPE ss SANITARY SEWER LINE wtr WATER LINE gas GAS LINE ugt UNDERGROUND TELEPHONE ohe OVERHEAD ELECTRIC CHAINLINK FENCE - - - - - - - - - - - OVERHANG GUIDE WIRE SPEED BUMP Q TELEPHONE MANHOLE ® DRAINAGE MANHOLE Q CATCH BASIN W/GRATE Q SANITARY SEWER MANHOLE 44M WATER METER °WV WATER VALVE HYDRANT ELECTRIC METER LIGHT POLE Cob UTILITY POLE AC AIR CONDITIONING IDS DOWNSPOUT Y SIGN O IPINF IRON PIN-REBAR FOUND MCP IRON PIN SET-5/8" REBAR TRAFFIC ARROWS TO: LLC INC. TITLE COMPANY 0 �o LOCATION MAP SCALE: 1 "=1,000' THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A, 6B, 7A, 761, 7C, 8, 9, 10, 11A, 118, 13, 14, 15, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON MAY 7, 2021. NICHOLAS L. MANSFIELD DATE: 1/20/2022 REGISTRATION #3269 • THE WORDS "CERTIFY", "CEO FICATES" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. GIN I A 1\ 9 4 z O y� � NN letJ �N0diT1:0 M O 8 O 8 n 0_ 0 a() W 0 rq cn , > Cd V O' QUO C Z = W U w - ', 00 V) 0 U �>�/ Z VJ LL_ U.j J LU O Q V) J > a O a N N cc N N M O � N W Q L 7 zdz w OLL. U n O O w Q ��¢ z a' CC LLJ z Lg LLJ N DRAWN CHECKED NMR NLM SCALE: 1" = 20' 0 10' 20' DATE OF SURVEY: MAY 7, 2021 DATE OF PLAT: MAY 25, 2021 PROJECT NO- 21-067 1 of 1 SHEET NO. SHEET 2 OF 13 -478-- Curb Inlet i \\ Rim-482.57 p,`b1 K\ Throat=482.04 Inv SW=477.52 Inv N=477.48 III N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE REMOVE EXISTINGENT/ �� ASPHALT PAVEMA-6 Business X / Sign / a? Asphalt \ \ O � 9 o a , U , C o U Asspylt 5 Al CLCB TG=473.62 Inv SW=469.77 Inv NE-469.72 Ch 4�4_/ 5' Concrete Curb Concrete r-------- - Existing Building "Goodwill" FF=479. 62' Height=15. 7' Footprint=9, 294 S. F. M m LEGEND _ PROVIDE SEAL COAT ON EXISTING ASPHALT FIRE DEPARTMM DEMOLITION NOTES: I. Smoking shall be prohibited in areas where smoking maces conditions such as to mace smoking a hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code. 2. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. 3. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ff. 6 inches, this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. 4. Contractor shall ensue the street rnunters are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code 5. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. 6. Waste and combustible debris stall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code 7. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special, hazards, such as where flarnmable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code 8. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire 9. Prevention Code and stall require a permit from the Albemarle County Fire Marshaks Office N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE Asphal tP Vs RELOCATE EXISTING Keypad KEYPAD I___�= gas �. CLCB TG=473.04 REMOVE EXISTING Inv SW=470.34 CLCB" Inv NE=470.14 0 0 CONVERT EXISTING - INLET INTO MANHOLE (RE, GRADNG PLAN) REMOVE EXISTING sr 11 479/ ¢ - N "7 19F, 1 /� m oar GO GD m oG G REMOVE EXISTING I y Asphal t �1� I I III / / o� - - ASPHALT PAVEMENT 1 \F�S� 11 111 II III 1 / / m o 14 CLCB TG=478.52 o I o 0 Inv SW=475.72 / Inv SE=475.58 I ;,/ N N. Ad'G % I I / I I Asphalt Tap Investments, LLC. �, 1 o 0 PID: 04500-00-00-10600 o REMOVE EXISTING 1 a �._ // 1 IIIII I III DB. Zone: HC 500 SIDEWALK REMOVE EXISTING STRIPING BY Area: 44,074 S. F. 0 I VE PROVIDING SEAL COAT ON 11 41 I I I II 1 EXISTING ASPHALT or 1. 012t Acres STING IIIIII�I l I I I � I I I I I I -- -J �_ -----_ao ------n --� __------------- -- _-oc �G SAW CUT LINE (TYP) o _IIIIII rI a Asphalt o 1 Ed9rfA hCc ___---480 - - - - - -CLCB TG=484.78 - -48 __--1------- Inv=480.1E LL--oe- O --___________------482- - ------ --- - ---------- --4B3 --------- �464-�-------------------- �o 4g5__ -he I _ --- __- ---- 86-- __ -_ - --"4�487---------------- - - - - Ill --mill 011 E8_M7� a - - - - - - ag9------491----- ------- -_ Inv 3_P-==--gtgrm MHInv S47-- ifaffi-c-��igrl� \ a, - Rim=487 004- 1 Unable to Acces�- Trees on Top Storm MH /in 1 Rim =491.94 Inv NE=486.49 Inv SW=486.04 N/F The LuckGroup, LLC. Balmun, LLC. P= 4 PID: 04500-00-00-105AO PID: 04500-00-00-106AO DB. 2223, PG. 458 DB. 4345, PG. 207 //� Zone: HC Zone: HC ro USE:SHOPPING CENTER USE:SHOPPING CENTER II> �III 1�4�6 11 All � I / I dNVEI&. 67 Inv SW=466." 111i"11441,10111 ' / I I / / Curb Inlet Rim=479�2 Throat=4 9.34 / Inv NW-474*'1a� Inv SE=472 Vv 18 RCC I N Ll 0 U / > I w c1�90 �4�2 o1v a m/ ' b 4g3 i 1TSon it ry MH T Rim= 84.03 4g5" Inv S =475.9 Inv NE=475.88 �I U ' I d CALL BEFORE YOU DIG EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE MILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, OISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING SIT BEFORE EACH JOB. WHETHER YOU ARE A HOMEORNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. I. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED N THE PLANS AND SPECIFICATIONS. 3. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. ALL EXISTING ABOVE AND BELOW GROUND ST12LICTLRES WITHIN THE LIMITS OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS AND/OR PROJECT SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND FOOTINGS. 5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 6. ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 7, THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE AUTHORITIES. 8. UTILITY CONTACTS ARE LISTED ON THE COVER SHEET. 9. EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION ACTIVITIES. REFER TO SWPP PLAN FOR DETAILS. 10. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. II. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 12. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES. 13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH VDOT WAPM NOVEMBER I, 2020., AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. 14. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DU'_ TO DEMOLITION ACTIVITIES. OC 15. DEMOLITION CONTRACTOR SHALL. COORDINATE EXISTING FACILITIES UTILITY DISCONNECTS WITH THE LU OWNER'S REPRESENTATIVE A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF STRUCTURES. 16. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION, 17. CONTRACTOR SHALL REMOVE AIR CONDITION UNITS / F12EON N ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 18. ALL UTILITY OR SERVICE LINES THAT UNDERLIE THE PROPOSED STRUCTURES SHALL BE REMOVED. ALL STORM AND SANITARY SEWER LINES THAT LIE BENEATH A III LINE EXTENDING FROM THE BASE OF FOUNDATIONS FOR FREE STANDING FOUNDATIONS FOR LOAD BEARING WALLS SHOULD BE REMOVED OR PRESSURE -GROUTED IN -PLACE. DEMOLITION PLAN f2EVISIONS BY 1/14/2022 QI RESUBMITTAL AK U Z CQ O L \0 11 R C N ILL l (3) QNor 0, O > b 'q Y �LIP oU L J o O 'q 0 3: cc) N 'a �O Q U C W W W 011 ILL *e114r.yaLTN OF a a v 4 � l�•1�K4{4 Y� r " Rp■ySslPNAl. E" •�eag ov00@@i@ zQ O W U J O 01 cl�0Ocb cb )ULU _�am UCn WCL� a� Z L1.J O O�a0 CY 1__IL Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 3 OF 13 SHEETS o 10 a SCALE r • 20' SDP u 000000413 3 ACREAGE SUMMARY (IN ACRES) TOTAL PARCEL AREA 1.02 TOTAL DISTURBED AREA 0.09 IMPERVIOUS COVER AREA 0.81 PAVED PARKNG AREA 6 VEWCULAR CIRCULATION AREA 0.50 TRAFFIC INFORMATION 153 VEHICLES PER DAY ESTIMATED FOR THIS DEVELOPMENT WATER NOTE: THIS PARCEL IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED FLOOD INFORMATION FEMA ZONE 'X' (AREA OF MINIMAL FLOOD HAZARD) PER FEMA MAP NO. 51003CO278D, EFFECTIVE DATE: FEBRUARY 4, 2005 SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY: ALTA/NSPS LAND TITLE SURVEY, DATED MAY 25, 2021, PREPARED BY SURVEY MATTERS, LLC NOTE: EXISTING LIGHTS WILL BE USED. NO NEW LIGHTS PROPOSED FOR THIS SITE. BUILDING DEPARTMENT GENERAL NOTES: I. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI AII7.1-09 AND THE 2015 VIRGINIA CONSTRUCTION. 3. ALL ROOF DRAINS SHALL DISCHARGE N A MANS NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 4. BUILDINGS OR STRUCTURES BUILT BEFORE JANJA12Y I, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. 5. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 6. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 XI31. 7. THE ALBEMA12LE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRN LER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO 12ETAN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVER® BY THE ACSA OR ACRID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(SYBUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. Asphalt N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 IDS. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE NOTES: I. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS HAVE BEEN OBTAINED FROM TOPOGRAPHIC SURVEY PREPARED BY SURVEY MATTERS, LLC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BEGIN ANY WORK F CONDITIONS ENCOL NTE12ED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONT12ACTCQ SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2 ALL DIMENSIONS, UNLESS NOTED, ARE TO FACE OF CURB, FACE OF BUILDING OR CENTERLINE OF PARKING BAY. 3. UN.ESS OTHE12WISE NOTED, PAVEMENT SHALL BE STANDARD DUTY ASPHALT. 4. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF THE DOORS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS. 6. ALL WORK AND MATERIALS SHALL COMPLY WITH ALBEMARLE COUNTY AND/OR VDOT REGULATIONS AND CODES AND O.S.H.A. STANDARDS. SPECIAL USE PERMIT: SPECIAL USE PERMIT HAS BEEN APPLIED FOR THIS SITE FOR A BODY SHOP USE (SP202100003) PAVEMENT DESIGN NOTE: ASPHALT PAVEMENT SHALL BE PER THE SPECIFICATIONS OUTLINED IN THE VIRGINIA DOT STANDARDS AND SHALL BE DESIGNED TO ENDURE HI20 LOADING. FREELAND � KAUFFMAN, INC. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DESIGN AND PERFOMANCE. Asphalt SITE DATA ADDRESS: 1720 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 PROJECT AREA: '1.02 AC ZONING: HIGHWAY COMMERCIAL WC) OVERLAY DISTRICTS: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), STEEP SLOPES (MANAGED) TAX MAP: 04500 1 PARCEL ID: 0-I0600 MAGISTERIAL DISTRICT - 210 EXISTING USE: VACANT GOODWILL STORE/PROPOSED USE: AUTOMOBILE SERVICE SHOP SETBACK REQUIREMENT; FRONT MINIMUM - 10' FROM THE EXTERIOR EDGE OF THE SIDEWALK FRONT MAXIMUM: NONE SIDE: PER THE BUILDING CODE 2EAR1 PER THE BUILDING CODE PARKING DATA PROPOSED BUILDING AREA PARKING REQUIREMENT REQUIRED PARKING PARKING SPACES PROPOSED AUTOMOBILE - 9,200 GSF SERVICE SHOP I/ EACH EMPLOYEE + 2/EACH SERVICE STALL 18+7' - 25 (18 EMPLOYEE + 14 SERVICE STALL) 30 W - CALIBER COLLISION PROVIDES 1 PARKING SPACE FOR 2 SERVICE STALL FIRE FLOW REQUIREMENTS: REQUIRED ISO FIRE FLOW: 2000 GAL/MIN FOR 2 HOURS AVAILABLE 2610 GAL/MIN EXISTING FIRE HYDRANT IS LOCATED 190' SOUTH (FROM SOUTHERN BUILDING CORNER) AT THE ENTRANCE DRIVE TO CVS N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE NOTE: THE LOCATION OF THE FRONT MINMJM-�, SETBACK MAY CHANGE BASED ON THE FINAL PLACEMENT OF THE PROPOSED SHARED USE PATH, PER THE CONDITIONS ASSOCIATED WITH THE SPECIAL JSE PERMIT CURRENTLY UNDER REVIEW (SP202100003) Asphalt LEGEND EXISTING PROPOSED DESCRIPTION O NUMBER OF SPACES PER ROW - - CURB E GUTTER �— �- SIGN HANDICAP SYMBOL CONCRETE PAVEMENT SEAL COAT ASPHALT STANDARD DUTY ASPHALT II I II I II �I II I/ tiev—vou.o,) NAND 88 I I I N/F The LuckGroup, LLC. Bolmun, LLC. PID: 04500-00-00-106AO PID: 04500-00-00-105A0 D DB. 2223, PG. 458 13. 4345, PG. 207 Zone: HC Zone: HC USE:SHOPPING CENTER USE:SHOPPING CENTER LIGHT POLE FENCE PROPERTY LINE SAW CUT LINE FAUX BRICK CROSSWALK MANAGED STEEP SLOPE SOD ROB N 3,918,223. E 11,490,70, 1 - CG-6 , EXISTING WATER METER a CALL DIG EVERY DIGGING JOB REQUIRES A CALL EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, OISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING SIT BEFORE EACH JOB. NETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. LEGEND O EXISTING EDGE OF PAVEMENT O EXISTING 6 CURB O EXISTING BOLLARD TO REMAIN O ACCESSIBLE PARKING SPACE W/ SIGN TYPICAL SEE SITE DETAILS SF-EET FOR ACCESSIBLE SPACE SIGN AND SYMBOL. OE ADA SIGN IN PIPE BOLLARD POST O DLWSTER ENCLOSURE (RE: ARCH) © 18'XI8' HEAVY DUTY CONCRETE PAD (RE: ARCH) OH PROPOSED 8' WIDE SHARED USE PATH O CURB RAMP OJ SINGLE WHITE SOLID LNE-4' WIDE (SWSL/49 O ASPHALT TO CONCRETE CONNECTION O RELOCATE EXISTING A/C OUTS OM RELOCATED A/C UNTS ORE, ARCH) O PROPOSED 14' WIDE PLANTING STRIP OO EXISTING FENCE TO REMAIN, INSTALL VERTICAL VISION SLATS (RE: ARCH) OP PROPOSED 6' HIGH WOOD FENCE WITH PRIVACY MESH (RE1 ARCH) ® PROPOSED 6' HIGH ORNAMENTAL FENCE WITH VX4' STEEL POSTS WITH PRIVACY MESH (RE ARCH) OR SLIDING GATE (RE1 ARCH) O KNOX BOX O ORNAMENTAL SWING GATES (RE: ARCH: O SAW CUT LINE O EXISTING SIDEWALK TO REMAIN O EXISTING LIGHT POLE TO REMAIN O -STOP SIGN O 'STOP' BAR O -DO NOT ENTER' SIGN ® -ONE WAY' SIGN BB PROPOSED CONCRETE SIDEWALK (MATCH WIDTH WITH EXISTING SIDEWALK) CC RELOCATED KEYPAD DD PROPOSED 'SHARED USE PATH' SIGN EE DETECTABLE WARNING (TYPE VDOT CG-12) FF TIE TO EXISTING CURB GG SPACES ADJACENT TO FENCE ARE RESERVED FOR DAMAGED VEHICLE STORAGE AND NOT CUSTOMER PARKING SITE PLAID 0 10 a SCALE r - 20' REVISIONS BY 1/14/2022 QI RESUBMITTAL AK TO COUNTY U Z CQ O G 11L R C N LLl (3) QNa orn O > b q Y � 0 L J o O 0 3: cc) N h rn �O Q U C W W W LL a a u r Rp■; 3io,VAl. is `vaag ov00@@i@ zQ O W U J �oco O OCO CO U)LLJ ��am W0LU� Q Z 2f mO O�a0 0 1__IL Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 4 OF 13 SHEETS SDP u 000000413 0 475 470 OZQ Iv � e I I I I PAIqF- TOP OF' PROS® I STRUCTLI2E TO GRADE ELEV. 479.05 E CONVERT INTO EXISTING MAN-IOLE GRADE I :III 11II 1III EXISTING 15' RCP EXISTING :III 6' PVC I I 5 Ir- Li 8 L.F. OF : I 15' RCP • 1.30% I I OnP i� 0+50 0+00 STORM DRAIN PROFILE Curb Inlet Rim=482.57 Throat=482.04 Inv SW=477.52 Inv N=477.48 N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE Asphalt CLCB TG=484.78 Inv=480.18 -478-- StorLn 'FREE Rim=4899. T Inv SE=484.77 Inv SW=484.62 U a: 475 470 ACREAGE SUMMARY (IN ACRES) TOTAL PARCEL AREA 1.02 TOTAL DISTURBED AREA 0.00 IMPERVIOUS COVER AREA 0.81 PAVED PARKM AREA III VEHICULAR CIRCULATION AREA 0.50 FIRE FLOW REQUIREMENTS: REQUIRED ISO FIRE FLOW: 2000 GAL/MIN FOR 2 HOURS AVAILABLE: 2610 GAL/MIN EXISTING FIRE HYDRANT IS LOCATED t190' SOUTH FROM SOUTHERN BUILDING CORNER) AT THE ENTRANCE DRIVE TO CVS FLOOD INFORMATION FEMA ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) PER FEMA MAP NO. 51003CO278D, EFFECTIVE DATE FEB12UA12Y 4, 2005 SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY: ALTA/NSPS LAND TITLE SURVEY, DATED MAY 25, 2021, PREPARED BY SURVEY MATTERS, LLC Unable to Acce-sg- Trees on Top A15' ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA TOTAL DISTURBED AREA +/- 0.09 CLCB TG=473.62 Inv SW=469.77 Inv NE=469.72 MAINTENANCE STATEMENT EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE STORM DRAIN PIPE SPECIFICATION: REINFORCED CONCRETE PIPE (RCP) CLASS III, WALL B PER ASTM C-76 (ASTM C-76M) PER SPECIFICATIONS NOTE: ACCESSIBLE PARKING WILL NOT EXCEED 2% SLOPE/CROSS SLOPE IN ALL DIRECTIONS. NOTE: ALL DISTURBED AREAS NOT RECEIVING IMPERVIOUS AREA SHALL RECEIVE SOD. Storm MH "U) Rim =491.94 Inv NE=486.49 Inv SW=486.04 N/F Bolmun, LLC. The LuckGroup, LLC. P= 4 PID: 04500-00-00-105AO PID: 04500-00-00-106AO DB. 2223, PG. 458 DB. 4345, PG. 207 //� Zone: HC Zone: HC ro USE:SHOPPING CENTER USE:SHOPPING CENTER N/F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE STOR"AN STRl1CMM TAELE STR. NO. TYPE RIM M/. IN NV. OUT I EM71NG N-ET 47852 475.70 0 475.72 0 475.58 0 2 GRATE N-ET 47850 475.80 N EXISTING --A sz�--- 0 ss wtr gas ugt - ohe LEGEND PROPOSED DESCRIPTION - CONTOURS 1-478.0 SPOT ELEVATION TC TOP OF CURB BC BOTTOM OF CURB ® STORM DRAIN ® STORM DRAIN INLET SANITARY SEWER LINE WATER LINE GAS LINE UNDERGROUND TELEPHONE OVERHEAD ELECTRIC LIGHT POLE ELECTRIC POLE FENCE PROPERTY LINE SAW CUT LINE LIMITS OF DISTURBANCE ® IP INLET PROTECTION CONTRACTOR TO PROVIDE SAFETY FENCE ALONG EXISTING SIDEWALK DURING CONSTRUCTION OF PROPOSED SHARED USE PATH Curb Inlet Rim-47942 Throat=4 9.34 Inv NW=474.`Aa11 nv SE=474."12 3 0 ' O 4B3- , Rim= 84.03 Inv S=475.93 Inv NE=475.88 CALL DIG EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF OR THOSE AROUND YOU, OISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING SIT BEFORE EACH JOB. NETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR. ONE CALL TO 811 GETS YOU UNDERGROUND UTILITY LINES MARKED FOR FREE. NOTES I. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, INC., THE CURRENT REQUIREMENTS ALBEMARLE COUNTY, THE APPLICABLE SECTIONS OF THE VDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATE IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND 12EMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE. 6. ALL SLOPES SHALL BE 3:1 (HORIZONTALNERTICAL) MAXIMUM UNLESS NOTED OTHERWISE. 7. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED AND MULCHED OR LANDSCAPED UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER. 8. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION, 9. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT NUMBER AND LOCATION OF ROOF DRAINS. 10, IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. II. TI-E CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR ST012MWAT62 DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 13. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS. LLC IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 14. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. GQADING £ EROSION CONTROL PLAN O 20 XO SCALE r • 20• QEVISIONS BY 1/14/2022 QI RESUBMITTAL AK TO COUNTY U Z Q O 0\ 11 R C N LLL l a) Q Na orn Y � 0 L o q C > U �0 0 3: � N h � Q �O N Q o W W W a U- FA*%myaLTN OF a a e° /' ' V V .. ,. 41 `ors 11 &ate' Rda010PNAl. E.:.`aaa ov00@@i@ zQ 0 V / W U J > IUD I O U � U-- I Wa! ��rn Q Z 2f 00 da= mI 0z �L Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 5 OF 13 SHEETS SDP tt 000000413 MAX. SPACING BETWEEN EXPANSION JOINTS ACCESSIBLE PARKING SIGN 19, TO HITE ON BLUE T BACKGROUND 4S (TYP) HITE (STANDARD SPACE) r� 8 �T� 8 son _ NOTES: I. ALL PANTED PA12KNG STALL LINES FOR HANDICAPPED PARKING SPACES SHALL BE BLUE X WIDE LINES. 2. C20SS14ATCHNG IN THE ACCESS AISLE SHALL BE X WIDE SOLID BLUE LINES TO EMPHASIZE THAT PARKING IS PROHIBITED IN CROSS HATCHED AREAS. ACCESSIBLE PARKING STRIPING (N.T.S.) 2'8'� EP O CID O 8 CID NOTES; I. ALL ARROWS SHALL MATCH EXACT DIMENSIONS, UNLESS REQUIRED BY AHJ, 2. ARROWS SHALL BE PAINTED SOLID WHITE PER SPECIFICATIONS ON ASPHALT E YELLOW ON CONCRETE. 3. STENCIL BRIDGING SHALL BE FILLED IN ON ALL ARROWS. PAVEMENT ARROW N.T.S. 4,000 PSI CONCRETE WWF 6X6 10/10 a., a \ COMPACTED SUBGRADE SIDEWALK DETAIL N.T.S. kVPVA " TIVE O0to I CL OF PARKING SPACE I INTERNATIONAL HANDICAP SYMBOL N.T.S. RESERVED PARKING THIS SIGN TYPICAL ® R7-8 ALL ACCESSIBLE PAR12 KING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE VAN 12' X 6" PARKING SPACES CCESSIBL PENALTY SIGN WITH 12" X 9' WORDING AS REQUIRED BY STATE OR LOCAL LA V-CHAMH_ J POST (2-Ibs./ft.) II � 2' GALVANIZED, CAPPED Q POST, PAINTED BLACK, CORED I I Q INTO PLACE SLOPE T OF CONCRETE II GROU•D/PAVING SU2FACE 41 3500 P.S. /��/ P.C. CONCRETE . • r ..IIII. r .a a 3. � Y� 9 v d 8 A. AL ACCESSIBLE PARKING SIGN N.T.S. BACK OF CURB CONTRACTION JOINT VARIABLE WIDTH 1/2" P12EMOLDED SEALANT EXPANSION JOINT v SECTION A -A VARIABLE TOOLED� I/ SEALANT tL'V4"R *. SECTION B-B EXPANSION JOINTS CONCRETE SIDEWALK STANDARDS N.T.S. 39 "DO NOT ENTER" SIGN DETAIL N. T.S. N STOP BAR N Ts' STOP 0 O O 0 PH REFLECTIVE ALUMINUM O O O O O O O 0 0 GALVANIZED 'U CHANNEL POST 0 ui 0 0 u 0 6 0 0 Cf h 0 0 0 0 0 h 0 0 O 0 0 0 0 0 INSTALL 4,000PSI CONCRETE 0 FOUNDATION (9 DIA. z 2'-4' DEPTH) O 0 WHEN LOCATED IN PAVED AREA 0 \/AAjAAjAA/AAjA °o jAAjA�VAjAA/AAjAAjAA/' STOP SIGN DETAIL /V, T,& DETAILS-1 PEVISIONS BY 1/14/2022 QI RESUBMITTAL AK TO COUNTY Z Q O 2 �O ON LL Q c CV LL > (3 Q Naorn Y yoU� J N (n Ol (>; 0 o Z N Q 0 W W W a LL ai�eCAOn®0 use .stir) r>a of pis I %r `L 1d'1'Jw{ate wdao ' PNgl. E.:.`aaa ov00@iii zQ O� �J I W U r-k�`` "oo O>�,00CO CO �am WQ � ON LLI Z LI.J m0 (D < = �� C)C Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 6 OF 13 SHEETS SDP u 000000413 CG-5 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 1 2" R OF THE VDOT ROAD DESIGN MANUAL. 7„ D D D D D D D D D D D D _ — — — - — — — — — — — THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 1992 3.07 GRAVEL ' WIRE MESH DROP DEPTH)FILTER RUNOFF WATER WITH SEDIMENT V.rk IF WIRE MESH SEDIMEP TFILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL :„ Source: Va. DSWC III - 36 Plate 3.07-2 2' ASPHALTIC CONCRETE SURFACE COURSE 6' GRADED AGGREGATE BASE COMPACTED SUBGRADE (PER SPECS) SNARED USE PATH PAVEMENT SECTION NOTE: PAVEMENT DESIGN HAS BEEN PROVIDED BASED ON ALBEMARLE COUNTY DESIGN STANDARDS MANUAL SECTION 7 (H), TRAIL STANDARDS: CLASS A - TYPE 2 LOW -MAINTENANCE MULTI -USE, SHARED USE PATH, FREELAND E KAUFFMAN, INC, ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DESIGN AND PERFOMANCE, PAVEMENT SECTIONS N.T.S. CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 77zn RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF y PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 'MIN 5. REQUIRED BARS ARE TO BE NO-5 X 8" PLACED VCENTER TO CENTER ALONG 1 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM v CONCRETE COVER 11/z ". 7 7121MAX 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL T �'� 1 12,1 MAX Ski ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED MawA AND USED BY PEDESTRIANS. 5' S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2` MIN AT * 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND , EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X)K AS TOP OF CURB PERPENDICULAR TO THE CURB. ,SAME 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT TYPE C ACCOMMODATE EAVY TRUCK ENTS OF ANTICIPATED P(HEAVY TURNING II3,MCOMMERCIAL TTO STANDARD CGHE TTRAFFlQ REFER ENTRANCE PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRUNCATED DOME C-C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0_ - + 0 00 000 00 0000000�q , U iv 0 0 0 0 0 0 0 0 0 0 0 O O O 0 z 02" SOX - 657. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 JAI J� ER O o O o o o O o o O o 0 9" 1.4T' � ARIABLE r BASE DIAMETER PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE CIFICATION SREREFERENCE 105 GENERAL NOTES REV.7/05 502 2D3.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 A •5 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C CONSTRUCTION JOINT z ;5MI� B B Y = Q v (SEE TABLE) TRUNCATED DOMES A � SEE SHEET 1 OF 4 FOR DETAILS (n 0 O A K 5'-0" MIN U � SHAPE TO MATCH FACE b a OF ROADWAY CURB BACK OF CURB 48 : 1 MAX. 20 -1 48 : 1 MAX. I1 I1 CROSSWALK SECTION A -A -rMl"'-{ TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK PERMISSIBLE CONSTRUCTION JOINT CURB SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. A 12.1 MAX.5. IN N `- f A 4' SQUARE LANDING AREA F OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR QROSSW ALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 12:1 MAX 12:1 MAX 2' RAMP TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 5 7 2 5 B 3 6 9 4 8 2 5 0 5 6 14 15 DETAILS-2 REVISIONS BY inareo22 QI RESUBMITTAL AK TO COUNTY L/o L Q U U RAWN AK CHECKED TBS DATE II/08/2021 DRAWING 7 OF 13 SHEETS D SDP tt 000000413 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 1992 TABLE 3.33-A TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES Kentucky Bluegrass: Adapted to the Northern Piedmont and Mountain Regions. Individual varieties selected must make up not less than 1001o, nor more than 35% of the total mixture on a weight basis. All varieties must be certified. Selections can be made from Category I alone or various combinations of Categories I, II and III, as noted. Cateeory II - Recommended Kentucky Bluegrass Varieties 65% - 100% A-34, Abbey, Aspen, Asset, Baron, Blacksburg, Bristol, Cheri, Chateau, Classic, Coventry, Georgetown, Glade, Haga, Julia, Liberty, Loft's 1757, Merit, Midnight, Monopoly, Plush, Princeton 104, Rugby, Suffolk, Victa Category II - Special use varieties. If used, must contain at least 65% Category I varieties 1992 Shade Tolerant 10-35% Bristol, Columbia, Georgetown, Glade, Midnight Low -Maintenance Tolerant 10-35% Columbia, Georgetown, Monopoly, Ram I, Touchdown, Victa Cate og 1y III - Promising Kentucky Bluegrass - Limited performance data or seed availability 10-35% Dawn, Estate, Freedom, Kelly **(continued)** ITI - 337 TABLE 3.33-A (CONTINUED) TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES Tall Fescue: Adapted to the entire state. Recommended Tall Fescue Varieties: 90-100% Amigo, Apache, Bonanza, Chieftain, Finelawn 5G1, Mesa, Rebel IL Shenandoah, Tribute misine Tall Fescue Certified Arriba, Austin, Avanti, Aztec, Cochise, Crossfire, Eldorado, Hubbard 87, Jaguar IL Maverick II, Monarch, Olympic M Phoenix, Safari, Shortstop, Sundance, Taurus, Thoroughbred, Titan, Tradition, Vegas, Winchester, Wrangler 0-10% Kentucky bluegrass: Baron, Cheri, Columbia, Monopoly, Nassau, Ram L Victa Bermudagrass: Tufcote is adapted to the Richmond -Danville -Newport News triangle. Midiron may be used east of Roanoke and south of Charlottesville. Tifgreen and Tifway may be used to the east and south of Richmond. Vamont may be used east of Roanoke and at lower elevations in southwestern Virginia. Certified Midiron, Tifgreen#, Tifway, Tifway IL Tufcote and Vamont Zoysiagrass: This sod performs best in southeastern Virginia. Meyer, Emerald'* Note: Common Bermudagrass is not recommended for sod production. Only recommended in southeastern Virginia. 3.33 3.33 Source: 1991 Virginia Turfgrass Variety Recommendations, Virginia Crop Improvement Association III - 338 rn A - - N n y N m 2'-7„ 4'-2" DI AAI (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONL' DETAIL A as as p as as > V9 22N D. COLLAR x zz KZ 2M M5 t2„ Nin ip 16 %2 SECTION CAST IRON -�7 %2 SECTION STEEL 2'-7" LUGS TO B CAST WITH E I 1'�� L 21/2" x 2Yz, x I/q" COLLAR 10'-4" LONG 3 B 1 CAST GALV. ONE WELDED lf-� OPTIONAL iBRACE RI /i' X 11/2"X4" LUGS SEE DETAIL IRON STEEL 66 ± LBS 3 LEIS43.6 INCLUDING INCLUDING 1CONNECTOF LUGS x 4, STUD SHEAR CONNECTORS SECTION B-B COLLAR DETAIL %2" MIN RAISED LETTERING DUMP NO WASTE DRAINS TO WATERWAYS DETAIL B C HARLOT ARE 1'-3" SEE DETAIL 78 OR #88z#6"WIDTH HMMMM u- 3" DIAM ETER WEEP HOLE SEE NOTE 8 OR 24'tI, N O, NM OQ S HENIN SECTION A -A 1Y2 CONCRETE QUANTITIES FOR MIN. DEPTH sEE DETAIL B 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE - 1,817 CU. YD. CONCRETE ADDITIONAL FOOTDOF DEPTH. VDOT % �l, %, %, %, %, % % il, i i' i i' i i' i i' i$' i • III • • • GRATE DETAIL NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A 2. THE 'I DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH I/4" MESH OR GALVANIZED STEEL WIRE MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. ROAD AND BRIDGE STANDARDS STANDARD DROP INLET SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION MH-1A ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 106.06 04/20 f,7204111411I 2016 ROAD & BRIDGE STANDARDS NOTES: FRAME AND COVER SHALL BE RATED FOR TRAFFIC CONDITIONS. APPROXIMATE WEIGHT CAST IRON FRAME 174 ± 9 LBS. COVER 137 ± 7 LBS. SECTION B-B BOTTOM A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 233 302 SPECIFICATION REFERENCE 224 302 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH A$ SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36". X . 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER IV OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S 1 - OUTSIDE SPA! DIMENSION OF PIPE. 2. S2 - INSIDE SPA! DIMENSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X • WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 IS LESS THAN 36". X - 18" WHERE Sp IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER IV OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S - SPAN DIMENSION OF PIPE. 2. R = RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". x - 18" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. PE-1 SPECIFICATION INSTALLATION OF PIPE CULVERTS &STORM SEWERS �VooT GENERAL NOTES ROAD AND BRIDGE STANDARDS 302 REVISION GATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Pa 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE _ - - GROUND LINE = GROUND LINE x '- -' - iv- rrr rr = 'II- rrr rr f- rr r - EARTH + =11 Z ROCK DI UNYIELDING + r d EARTH N N SOIL o _ o BEDDING - L T MATERIAL n =1-1 II II_III II 3' _ a MIN. - ... ... MIN. 1/10 D - tl MIN. 1/10 D % D X BEDDING p X D X BEDDING - MATERIAL MATERIAL % D X �/" PER 1'OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1" z D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL --TOP OF FILL TOP OF FILL = x = - - .rrrrrr, rrrrrrr,;..,,..•. _ rrrrrrr ; _ - rrrrrrrrrrrrr rrrrrrrrrrrrrr :;rrrrrr rrrrrr rrrrr . - rrrr ....... 'rrr •rv: r.; � _ :rrrrr rrrrr .; - - .....::. - rrrrrrrrrrrrr rrrirrirrriir - - N_ __ rr iv - }: rrrr rri ::{:$:}:.; - - = rrrrrrrrrrr rrrrrrrrrrr o GROUND +c }; rrr rr •}:•:{•;:•}: - GROUND = - rrrrrrrrrr rrrrrrrrrr = D+ LINE a GROUND =r p N _ -LINE •-•• f III -III II_III II a EARTH II c ROCK OR MIN. 1/10 D UNYIELDING - ni-iTrii�n� -- MIN. 1/10 D BEDDING EARTH MIN. 1/10 D X D X BEDDING MATERIAL =III II_ /2" PER SOIL 1" OF H X D X MIN. 8", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. rrrrr FOR PLASTIC PIPE rrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE ULNIHAL UFFICIL. SPECIFICATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDSINSTALL. CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 2016 ROAD & BRIDGE STANDARDS DETAILS-3 PEVISIONS BY 1/14/2022 QI RESUBMITTAL AK U Z -h SQ 0 1L ON ON LL Q c CV > O Q Q O ON a Y yoUU�) L O 'q J N U0 NO C) 3: cc) y Q �0 c Z Q 0 W W W a LL wp■ySslPNgl. ov04@@i1j zQ O co W U O > (._ 0 CO U OD F= < W 0��rn v a zW (D < 1__IL Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 8 OF 13 SHEETS SDP u 000000413 PLACE ALL IRRIGATION COMPONENTS INSIDE OF PROPERTY LINES SHOWN HERE FOR CLARITY ONLY. Asphalt 22.4 7 112„ ,Yseusiniess 1Ye Asphalt Asphalt ,Y4• -- ----Lit- '• -- - - - - - - - - Im .5' Concrete Curb .❑ Concrete 0 Asphalt -----r-----��- OO J Existing Building FF=479.62' Heinht=15.T I� PROPOSED CONTROLLER -SEE II 23.H v e COWSION CONTROLLER NOTECALIBER o 4200 SF 1.03 2 �I � \ EY 19.9 3 Asphalt 1y2" - d U Q 11Li 1 1- �-T Asphalt I 1Yr _3�4' 1Y2• 3�,� 3�4„ Yr 3/4" ,�" .7 7 --u P= .7 9.50 5 �" 1.0 1, 1.0 1.0 1.0 LO 1.0 1.0 7 .7 1Y2" Traffic Sign 4 25.4 112„ I VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 Rain Bird PEB 1-1/2" Turf Spray 16.47 30.33 40.9 1.73 in/h 2 Rain Bird LFV-075 3/4" Area for Dripline 1.03 23.22 33.52 0.43 in/h 3 Rain Bird PEB 1-1/2" Turf Spray 19.94 30.94 42.48 1.68 in/h 4 Rain Bird PEB 1-1/2" Turf Rotor 25.42 33.21 49.22 0.51 in/h 5 Rain Bird PEB 1" Bubbler 9.50 30.51 41.81 1.7 in/h 6 Rain Bird PEB 1-1/2" Turf Spray 23.78 33.17 53.26 3.03 in/h 7 Rain Bird PEB 1-1/2" Turf Spray 22.37 33.8 56.76 1.58 in/h SLEEVING / WIRING NOTES: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN 25 WIRES. CONTROLLER NOTE LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE. 120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. Know what's below Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE ENGINEER AND THE LANDSCAPE ARCHITECT DO NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. CRITICAL ANALYSIS Generated: 2022-01-20 12:09 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: 1 " Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 65.00 PSI Elevation Change: 0.00 ft Service Line Size: 1 1 /2'' Length of Service Line: 5 it Pressure Available: 64.00 psi DESIGN ANALYSIS Maximum Station Flow: 23.78 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 13.72 GPM Critical Station: 5 Design Pressure: 25 PSI Friction Loss: 4.52 PSI Fittings Loss: 0.45 PSI Elevation Loss: 0 PSI Loss through Valve: 3.83 PSI Pressure Req. at Critical Station: 33.8 PSI Loss for Fittings: 1.02 PSI Loss for Main Line: 10.23 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 8.65 PSI Loss for Water Meter: 2.91 PSI Critical Station Pressure at POC: 56.61 PSI Pressure Available: 64 PSI Residual Pressure Available: 7.39 PSI IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE ail I I I I I I ^ N W 1 16.5' Yi � � I .CL POINT OF CONNECTION CONNECT MAINLINE DOWNSTREAM OF 1• WATER METER (BY OTHERS). ' VERIFY LOCATION IN FIELD. O M rol Or 10, 20' 40' Scale 1 " = 20' IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODE DESCRIPTION CITY PSI 4V O 188V Rain Bird 1806 ADJ Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet, 24 25 f3 08HE-VAN 12HE-VAN IS 10HE-VAN a15HE-VAN Rain Bird 1806 ADJ Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded Wiper Seal. Side and Bottom Inlet. 1 2" NPT Female Threaded Inlet. 62 25 A ❑o A_, ❑I 1401 1402 1404 1408 Rain Bird 1806-1400 Flood 1401 Flood Bubbler 6.0" popup 19 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION CITY PSI GPM RADIUS ®i Rain Bird 3504-PC Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. 10 25 0.54 15' 1.0 Rain Bird 3504-PC Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. 26 25 0.77 20' SYMBOL MANUFACTURER/MODELIDESCRIPTION CITY DETAIL 19 Rain Bird LFV-075 3/40 Low Flow DV Valve 1 T Rain Bird MDCFCAP Dripline Flush Valve cap in compression fitting coupler. 1 Rain Bird ARV050 1/2" Air Relief Valve, made of quality rust -proof materials, with a 6.0" drip valve box (SEB 7XB emitter box). Use with installation below soil. The valve will allow air to escape the pipeline, thus Dreventina water hammer or blocks e. 1 Area to Receive Dripline Rain Bird XFS-06-18 XFS Sub -Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 18" O.C. Laterals spaced at 18" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. 154.4 I.f. SYMBOL MANUFACTURE ODE DESCRIPTION CITY DETAIL Rain Bird PEB 1-1/2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. 6 w NIBCO Ball Valve Brass, Two -Piece, Full Port, NPT x NPT, T-FP-600A 1 BF 1 Feboo 825Y 1-1/4" Reduced Pressure Backflow Preventer 1 © Rain Bird ESP4MEi with (1) ESPSM3 7 Station, Hybrid Modular Indoor Controller. For Residential or Light Commercial Applications. 1 1 ® Rain Bird WR2-RFC Wireless Rain and Freeze Sensor Combo, includes 1 receiver and transmitter. Water Meter 1" Irrigation Lateral Line: PVC Class 160 SDR 26 M� 1 2,112 I.f. Irrigation Mainline: PVC Schedule 40 _ _ _ _ _ _ - Pipe Sleeve: PVC Class 200 SDR 21 598.7 I.f. 58.6 I.f. Valve Callan Valve Number # # Valve How #" Valve Sae Z O Q D N L.L L LI a_ Q U U) 0 Z Q J EVERGREEN DESIGN GROUP (800) 680-6630 1650 Market St, Ste 3600 Philadelphia, PA 19103 www.EvergreeDDesignGroup.com jrP�,TH Oro l' �V�BSON'� S GI Uc. No 0406001797 DATE: 1120/22 re t 0 LU �F,m zLnN �LU C)l�rn LU OJ Q ~ "LL C7ON _ LLJ Q ED - 5- a Z Z 0 > O W > J J 0 OzU) Uww Ir I- V m Z 0 W DATE: 09/15/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER U-1 COPYRIGHT © 2021 1 SDP UOOO000413 SHEET 9 OF 13 IRRIGATION SPECIFICATIONS GENERAL J. BACKFILL 1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1-, LARGE STONES, BRUSH, 1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY SINGLE IRRIGATION SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE 2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED OF ROCK -FREE SOIL, SAND, OR OTHER APPROVED MATERIAL. IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS 2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE AND SUPERVISING ALL IRRIGATION WORK. CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL 3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. OF DEBRIS. B. SCOPE OF WORK K. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL L. PIPING: AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF 1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTIMION$ FOR LARGER SIZES MAY BE PREVAIL. APPROVED. 3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE 2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 12 INCHES. INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, 3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED THREADS ONLY. EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. 4. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER 4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN AND GLUE. HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A 5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. M. VALVES 1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. PRODUCTS 2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24" A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE IN THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH). ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE 3. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED NUMBER. EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR 4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX. AWAPPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR N. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. IRRIGATION DETAILS. B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. 1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION 2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. SECURED IN PLACE WITH WIRE STAPLES ATA MAXIMUM OF 48" ON CENTER. C. PIPING O. SPRAY, ROTOR, AND BUBBLER HEADS: 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION: 1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING b. CLASS 315 PVC FOR ALL PIPE 2' TO 2-112" SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER INSTALLATION. 2. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): SCHEDULE 2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF i INCH FLEX 40 PVC PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH 3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS. BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER 3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. 4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN P. AUTOMATIC CONTROLLER: THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE 1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL STATION NUMBER HEAT -BRANDED INTO THE LID WITH 2" HIGH LETTERS. CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP WITH A REMOVABLE PLASTIC SPRAY 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. TUBING ASSEMBLY. 3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL FAULT PROTECTION. SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24' COIL OF EXCESS WIRE AT EACH STATION AND COMMON WIRE. CONNECTION. 1. STATION WIRE - RED 4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 2. COMMON WIRE - WHITE 5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE 3. EXTRA COMMON WIRES - BLUE KIT' (UNLESS OTHERWISE SPECIFIED). K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF SHALL BE LOCATED IN A 61NCH ROUND VALVE BOX. MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF L. RAIN SENSOR: TYPE AND MODEL PER PLANS. IRRIGATION CONTROLLERS. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. METHODS Q. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN S. QUALITY CONTROL COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO 1. PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLACEMENT LOCATION IS CORRECT. PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION MANAGER. COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER 2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED APPLICABLE PLANS 8 DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS COMPLETELY AND UNIFORMLY. AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S 3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REPRESENTATIVE IMMEDIATELY. REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN U. CLEAN UP ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH WORK AREAS IN A NEAT, ORDERLY CONDITION. OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION V. INSPECTION AND ACCEPTANCE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. 1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION SUPPLY. CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH ACCEPTABILITY. THE INSTALLATION OF THE IRRIGATION SYSTEM. 2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S LEAST 65 PSI AND LESS THAN 70 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED SATISFACTION WITHIN 24 HOURS. RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN 3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO PERIODS WILL COMMENCE. ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN 4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11' X 17" SUCH CIRCUMSTANCES. COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS 5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: OF WALLS, STRUCTURES AND UTILITIES. a. QUICK COUPLER KEYS (2) H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER b. CONTROLLER MANUAL (1) AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. C. CONTROLLER KEYS (2) I. TRENCHING NEAR EXISTING TREES: d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTORICONSULTANT DRAWING AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS MARKUPS. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A W. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE RADIUS EQUAL TO 1' FOR EVERY 1"OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AND START OF THE MAINTENANCE PERIOD. AVERAGE GRADE AT THE TRUNK). X. WARRANTY 2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE 1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1.1/2" AND LARGER IN DIAMETER. WHERE FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL SETTLEMENT OF THE IRRIGATION TRENCHES. UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP 2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE 4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. Y. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. DRIP CONTROL ZONE KIT SCALE: NTS REMOTE CONTROL VALVE SCALE: NTS 0 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATERPROOF CONNECTION (ANY APPROVED) OREMOTE CONTROL VALVE ASSEMBLY OJUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) 0TOP OF MULCH OFINISHED GRADE-1" BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS 0PVC UNION (2) OB PVC SCH 40 MALE ADAPTER (2) 0PVC LATERAL PIPE 10 BRICK (1 OF 4) 11 3-INCH MINIMUM DEPTH OF 3144NCH WASHED GRAVEL 12 PVC MAINLINE PIPE 13 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 14 SCH. 40 PVC ELL 15 SCH. 40 PVC TEE OR ELL 16 SCH. 40 PVC THREADED ELL 0 30-INCH LINEAR LENGTH OF WIRE, COILED 0WATERPROOF CONNECTION (ANY APPROVED) OREMOTE CONTROL VALVE OJUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) OTOP OF MULCH OFINISHED GRADE-l" BELOW TOP OF BOX IN TURF AREAS, T IN SHRUB AREAS 0 PVC SCH 80 NIPPLE (CLOSE) 0 PVC SCH 40 ELL 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH. 40 PVC ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3-INCH MINIMUM DEPTH OFJ-INCH WASHED GRAVEL 0 CONTROLLER PER LEGEND 0 1/2" ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL OSENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) 0 WALL (WHERE OCCURS) O120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SWITCH, INSTALL INSIDE STAINLESS ENCLOSURE OC-CLAMPS (TYP.) CONDUIT(S) FOR 24 VOLT CONTROL 0 WIRES. CLAMP TO WALL. USE 1 CONDUIT FOR 0-24 STATIONS. USE 2 CONDUITS FOR 25-48 STATIONS OSENSOR CABLES IN CONDUITS (WHERE OCCURS) OGROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE NOTES: 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURERS DIRECTIONS. 2) 120 V.A.C. POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT CONTROLLER. CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE. 3) LOCATE GROUND ROD 8' MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD, CONTROLLER AND SOURCE OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS PART OF PRE CONSTRUCTION MEETING. CONTROLLER - WALL MOUNT, INDOOR SCALE: NTS :♦I7_V/=1 OAUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S INSTRUCTIONS RAIN SENSOR, ROOF MOUNT SCALE: NTS BACKFLOW PREVENTER 0 TO POINT OF CONNECTION - ADAPTAS NECESSARY. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES OBRASS WYE STRAINER W/60 MESH SCREEN OENCLOSURE PER IRRIGATION LEGEND 0BACKFLOW PREVENTER UNIT OBRASS UNION (TYPICAL) OBRASS NIPPLES (TYPICAL) 0 4" CONCRETE PAD, SLOPE TO DRAIN AWAY FROM BACKFLOW PREVENTER OFINISH GRADE, 2" BELOW PAD OBRASS COUPLING 10 PVC ADAPTER AND MAINLINE PIPE 11 12"X12"X24" THRUST BLOCK V! Z 0 U_ ILL U W ``a_^ v! ♦♦Q U! Q LU 0 Z 0 a 0 L.L EVERGREEN DESIGN GROUP JBAOfES GIBSON> Uc. No 0406001797 �4 , REV �IYAWY' m ce D 0 W O Ln C7 0 -,I- Z Ln N ~ C� W O ~ "W Q (DON _ M Z n ON Q DO a a Z Q z 0 >\ 0 W > J J O OzU) Uww LLJ /� I- mz0 J 0 U M� U W DATE: 09/15/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER U-2 (800) 680-6630 1650 Market St, Ste 3600 Philadelphia, PA 19103 w .Ever)¢eenDesignGroup.com COPYRIGHT © 2021 SDP UOOO000413 SHEET 10 OF 13 1H Op" j 0 FLUSH VALVE OSCH. 40 PVC EXHAUST HEADER OSCH. 40 PVC TEE OR ELL OCOMPRESSION ADAPTER ODRIP LINE OAIR RELIEF VALVE AT HIGH POINT OF SYSTEM (WHERE INDICATED ON PLANS) 0 SCH. 40 PVC SUPPLY HEADER OCONTROL VALVE NOTE: SET DRIP LINES 3"-6" AWAY FROM HARDSCAPE SUBSURFACE DRIP LINE LAYOUT SCALE: NOT TO SCALE OBUBBLER PER LEGEND - 3 PER TREE O2 MULCH 0FINISH GRADE/TOP OF MULCH OUV RADIATION RESISTANT V2-INCH PVC SCH 00 NIPPLE (LENGTH AS REQUIRED) 0112-INCH FEMALE NPT x 0.490-INCH BARB ELBOW 0 SWING PIPE, 12-INCH LENGTH 0PVC LATERAL PIPE 0 112-INCH MALE NPT x .490-INCH BARB ELBOW 0SCH 40 TEE OR ELL 10 EDGE OF ROOTBALL 11 PVC LATERAL LINE - 314" BUBBLER LAYOUT PLAN VIEW SCALE: NTS kTERAL LINE ME SUBSURFACE DRIPLINE CONNECTION SCALE: NOT TO SCALE FLUSH VALVE SCALE: NTS POP-UP SPRAY HEAD OTOP OF MULCH OFINISH GRADE 0 DRIP LINE PER PLAN 0 INSERT TEE OR ELBOW OSCH. 80 PVC NIPPLE (LINE SIZE) OSCH. 40 PVC TEE (SST) OSCH. 40 PVC SUPPLY HEADER (SIZE PER PLAN) O10" ROUND PLASTIC VALVE BOX 1 WITH LOCKABLE LID,'CARSON- OR APPROVED EQUAL FINISH GRADE - TOP OF VALVE BOX TO OBE 2" ABOVE FINISH GRADE IN PLANTER AREAS ODRIP EXHAUST HEADER OBALL VALVE, LINE SIZE T COILED LENGTH OF LINE OSIZE FLEX HOSE. SOLVENT WELD TO VALVE ORED BRICK TYPICAL, 3 REQUIRED 0 6" DEEP LAYER OF PEA GRAVEL OFINISH GRADE 0 POP-UP SPRAY HEAD 80 PVC NIPPLE OSCH. (LENGTH AS REQUIRED) 0 SCH. 40 PVC ELL 0 SCH. 40 PVC STREET ELL 0 SCH. 40 PVC TEE OR ELL OPVC LATERAL PIPE BRASS BALL VALVE SCALE: NTS TRENCHING SLEEVING OFINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS: 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER AREAS PO 9" ROUND VALVE BOX WITH LOCKABLE LID OEXTENSION SECTION AS NECESSARY TO MEET GRADE 0 PVC MALE ADAPTER O3-INCH MINIMUM DEPTH OF a -INCH WASHED GRAVEL OBRASS BALL VALVE (SIZED PER MAINLINE) OIRRIGATION MAINLINE 0 PAVEMENTSURFACE OFINISH GRADE OTRENCH BACKFILL 0 LOCATOR WIRE W/BURIED CAUTION TAPE OPVC IRRIGATION LATERAL OSAND BACKFILL 0 SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE SO SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA. OSCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE 10 PVC IRRIGATION MAINLINE 11 CONTROL WIRES - TAPE TO MAINLINE AT 1V INTERVALS 12 PVC CAP, SOLVENT WELDED PIPE AND SLEEVE INSTALLATION SCALE: NTS EVERGREEN DESIGN GROUP S GIBBONZ > Lie. No 0406001797 !/ O a %20 ILCAPE APGt` �7_V �IYAWY' m Q LIJ O Lfl Z LT) n i W n 01 uj O ~ '- ILL Q U O lV _ U Lu M ,� Z I m am°'ga 000m\ zQ Z0> O �=_ - Cn Q J J O J 0Z(J) Uww W c) CO Z j Q j U Mf) U W DATE: 09/15/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER U-3 FY9:1��Yi: (800) 680-6630 1650 Market St, Ste 3600 Philadelphia, PA 19103 w .EvergreenDesignGroupxom COPYRIGHT © 2021 SDP =000000413 SHEET 11 OF 13 W W W W W W W W W W W W W W W W W W W W W W W W W W W M Asphalt W � W W W W W• W W W W W W� W W W W W W W W W W W one Curb Concrete 0 Asphalt r-----� — — — — — — — — — — — — — — — — Existing Building FF=479.62' Height=15.7' PROPOSED CAUSER COWSION ° A200 SF D Asphalt u Asphalt W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W WW W W W W W W W W W W W�W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W� tmW cJ�II�'1t^. Asphalt II I II I �I II I II II I I I EXISTING WATER METER i N i1 W VIP /III O W W I i b W W II I AN J W W 3 Q W � LANDSCAPE CALCULATIONS TOTAL SITE AREA: 44,074 SF LANDSCAPE AREA REQUIRED: 4,407 SF (10% OF SITE AREA) LANDSCAPE AREA PROVIDED: 9,338 SF (21.1% OF SITE AREA) 1 TREE EVERY 40' ALONG THE NORTH AND SOUTH BOUNDARY PROVIDED UPRIGHT TREES AND ORNAMENTAL TREES ALONG THE FRONTAGE PROVIDED SHRUBS PLACED AT 24" O.C. ALONG FRONTAGE PROVIDED PLANT SCHEDULE TREES LARGE TREES 0' 10, 2040' Scale 1" = 20' CODE BOTANICAL / COMMON NAME ROOT CONT PR Prunus x'Kanzan' / Kanzan Flowering Cherry 2.5' Cal. B&B CODE BOTANICAL/COMMON NAME ROOT CONT AN Acer saccharum 'Newton Sentry' / Newton Sentry Sugar Maple 2.5" Cal. B&B UA Ulmus americana / American Elm 2.5" Cal. B&B MEDIUM TREES CODE BOTANICAL / COMMON NAME ROOT CONT OAO Acer rubrum 'October Glory / October Glory Red Maple 2.5" Cal. B&B SHRUBS CODE WTI►Nh%&/4@NV0WdI16Mfiting SIZE GM Buxus x 'Green Mountain' / Boxwood --- GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE W W W W FK Festuca arundinacea 'Kentucky 31' / Kentucky Tall Fescue sod W W GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT(FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). PLANT HEALTH NOTE all Know what'sbelow. _ Callbefore you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE ENGINEER AND THE LANDSCAPE ARCHITECT DO NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. HEIGHT QTY 3 HEIGHT QTY 10'-12' 8 10"-12' 3 HEIGHT QTY 10'-12' 5 9,487 sf EVERGREEN DESIGN GROUP (800) 680-6630 1650 Market St, Ste 3600 Philadelphia, PA 19103 www.EvergreeaDesi>glGroup.com ��P�T H op l' 9 � Z ° S GIBSON > Lic. No 0406001797 y0 l/OENS�O1\u SOOPE APGN� If DATE: 1120/22 et law O LU O V O v- }wrrn ' OJ Q ~ — LL(_9OrV U LU am°iaa 00�� Z Q Z0> 0 - Cn Q J J 0 J 0 Z U) UWW 1 W In W DATE: 09/15/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LP-1 COPYRIGHT © 2021 SDP =000000413 SHEET 12 OF 13 PLANTING SPECIFICATIONS GENERAL B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, SPECIALIZING IN LANDSCAPE PLANTING. PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE). APPROPRIATE LOCAL JURISDICTION. 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH B. SCOPE OF WORK AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR ITEM BEING CONSIDERED. THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN C. GENERAL PLANTING ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL AT THE MANUFACTURER'S RECOMMENDED RATE. INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, 3. TRENCHING NEAR EXISTING TREES: TRANSPORTATION AND INSTALLATION OF MATERIALS. a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS ANY WORK. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). PRODUCTS b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. C. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-112" AND LARGER IN DIAMETER. WHERE B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR C. TREE PLANTING CLIMACTIC CONDITIONS. 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON -POT-BOUND, FREE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. JSHAPED ROOTS). REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT ON THE PLANTING LEGEND. BARE -ROOT TREES ARE NOT ACCEPTABLE. DEFECTS, THE CONTRACTOR SHALL SHAVE A 1"LAYER OFF OF THE SIDES AND BOTTOM OF THE 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF OUT FROM THE ROOTBALL. LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE FOUR INCHES ABOVE THE SURROUNDING GRADE. ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON -SITE. ROCKS LARGER THAN V 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL SHOULD LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON -SITE OR AFTER PLANTING. IMPORT ADDITIONAL TOPSOIL FROM OFFSITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON -SITE SOIL. ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT ADHERE TO THE FOLLOWING GUIDELINES: THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. a. 1%2" TREES TWO STAKES PER TREE C. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM b. 2-1/2"-4" TREES THREE STAKES PER TREE HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4' TO 1'. EACH PALLET OF SOD SHALL BE C. TREES OVER 4" CALIPER GUY AS NEEDED ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM NEEDED TO STABILIZE THE TREE PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH COMPOSITION OF THE SEED. MULCH (TYPE AND DEPTH PER PLANS). E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN INCH, FOREIGN MATTER, D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING PLANTS ROOTS AND SEEDS. 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANTS ROOTBALL. INSTALL F. COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/44NCH SIEVE; RECOMMENDATIONS. SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS 2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE THE WEED BARRIER CLOTH IN PLACE. USED. 3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER BEDS, COVERING THE ENTIRE PLANTING AREA. NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A E. SODDING QUALIFIED SOIL -TESTING AGENCY (SEE BELOW). 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. TOP DRESSING OF TREES AND SHRUBS. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD I. TREE STAKING AND GUYING STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 1. STAKES: 6' LONG GREEN METAL T-POSTS. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH UNDERNEATH. DIAMETER. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. F. HYDROMULCHING L. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK 1. TURF HYDROMULCH MIX (PER 1,D00 SF) SHALL BE AS FOLLOWS: GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL. a. WINTER MIX (OCTOBER 1 - MARCH 31) M. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NONSTAINING PRE -EMERGENT HERBICIDE THAT IS LABELED 50# CELLULOSE FIBER MULCH FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES 2# UNHULLED FESCUE SEED SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. 2# ANNUAL RYE SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) METHODS 50# CELLULOSE FIBER MULCH 2# HULLED FESCUE SEED A. SOIL PREPARATION 15# 15-15-15 WATER SOLUBLE FERTILIZER 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL 2. SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE a. GENERAL OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 50# CELLULOSE FIBER MULCH 2. SOIL TESTING: 15# 15-16-15 WATER SOLUBLE FERTILIZER a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES SEED RATE PER LEGEND FROM THE PROJECTS LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING G. MULCH LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE TREE RINGS. LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, COVER WITHIN 12' OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. I. CLEAN UP C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECTS PLANT LIST TO THE LABORATORY ALONG 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS WITH THE SOIL SAMPLES. IN A NEAT, ORDERLY CONDITION. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR 2. LEGALLY DISPOSE ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX J. INSPECTION AND ACCEPTANCE RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER SATISFACTION WITHIN 24 HOURS. INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS 4. FOR BIDDING PURPOSES ONLY THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND ROTOTILLING AFTER CROSS -RIPPING: GUARANTEE PERIODS WILL COMMENCE. I. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. K. LANDSCAPE MAINTENANCE ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN S.F. ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE ill. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT I. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) -10 LBS. PER CU. YD. LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND III. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN IV. IRON SULPHATE -2 LBS. PER CU. YD. THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS. "FINISH GRADE" REFERS TO THE TO MAXIMIZE WATER CONSERVATION. FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, a. BEFORE STARTING WORK THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT CONDITIONS MUST OCCUR: AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. POTENTIAL. C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE GRADES TO BE ESTABLISHED. NEATLY MOWED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL FROM THE WALKS. REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK A GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. OROLLED -TOP STEEL EDGING PER PLANS. 0 TAPERED STEEL STAKES. OMULCH, TYPE AND DEPTH PER PLANS. OFINISH GRADE. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1' BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE'1" LOWER THAN TOP OF EDGING. STEEL EDGING SCALE: NOT TO SCALE OPENLANDSCAPE PARKWAY T� ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE 0 TYPICAL WALKWAY OR PAVING OTREETRUNK 0 TYPICAL SYMBOL FOR LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. OTREE CANOPY 0 TYPICAL PLANTING AREA OTYPICAL CURB AND GUTTER STAKING EXAMPLES (PLAN VIEW) I I PREVAILING PREVAILING WINDS WINDS AD TREE GTPLTO A�NTING OTREE CANOPY. 0 CINCH-TIES (24" BOX/T CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 0 24" X 3/4" P.V.C. MARKERS OVER WIRES. 0 GREEN STEEL T-POSTS. EXTEND POSTS 12' MIN. INTO UNDISTURBED SOIL. OPRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. OB TRUNK FLARE. OMULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. OFINISH GRADE. OROOT BALL. 10 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 UNDISTURBED NATIVE SOIL. 12 4" HIGH EARTHEN WATERING BASIN. 13 FINISH GRADE. NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES 36" BOX/2.5- CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 SHRUB PERENNIAL OR ORNAMENTAL GRASS. OMULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. OFINISH GRADE. OROOT BALL. OS BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. OUNDISTURBED NATIVE SOIL. O3" HIGH EARTHEN WATERING BASIN. OWEED FABRIC UNDER MULCH. SHRUB AND PERENNIAL PLANTING SCALE:NTS v! Z 0 H U LL U W ^ ^ ffa_^ VJ 0 Z U) J_ Q W 0 ^W LL Q fCf^) V! 0 Z J EVERGREEN DESIGN GROUP JBAOfES GIBSON> Uc. No 0406001797 40 , IEV =1111ir?W&Y m IY D 0 W O Ln C7 0 -,I- z Ln n c� C) LU-1 l0 ~ LL QD _ u Uj M 2:n m Q m a a Z Q z 0 >\ 0 ~ w U) ; J J 0 J OzU) Uww lIr LLJ •RI- V mz0 U M� U W DATE: 09/15/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LP-2 (800) 680-6630 1650 Market St, Ste 3600 Philadelphia, PA 19103 w .Ever(¢eeaDesignGroup.com COPYRIGHT © 2021 SDP UOOO000413 SHEET 13 OF 13