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HomeMy WebLinkAboutARB202100134 Plan - Approved 2022-06-241 hristopher Taggart, digital Signature ARB Approved Plan SITE DEVELOPMENT PLANS June 24, 2022 r�r,t*�� FOQ PROJECT CONTACT LIST PLANNING ALBEMARLE COUNTY COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CNARLOTTESVILLE, 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 CNARLOTTESVILLE, VA 22902 CONTACT: KHRISTOPHER TAGGART PHONE: (434) 296-5832 (X-3278) E-MAIL: KTAGGARToALBEMARLE,ORG ENGINEERING ALBEMARLE COUNTY 401 MCINTIRE ROAD CNARLOTTESVILLE, VA 22902 CONTACT: FRANK POHL PHONE: (434) 296-5832 (X-7914) E-MAIL: FPOHLoALBEMARLE.ORG DEVELOPER: CROSS ARCHITECTS, PLLC 879 JUNCTION DRIVE ALLEN, TEXAS 75013 PHONE: (972) 398-6644 (X-301) CONTACT: BRET FLORY EMAIL: BFLORY®CROSSARCHITECTS.COM CALIBER COLLISION CHAPLOTTESVILLE, VA ALBEMAQLE COUNTY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 168 SPOTNAP ROAD CNARLOTTESVILLE, VA 22911 CONTACT: RICHARD NELSON PHONE: (434) 977-4511 E-MAIL: RNELSONoSERVICEAUTHORITY,ORG FIRE DEPARTMENT ALBEMARLE COUNTY FIRE RESCUE 460 STAGECOACH ROAD CNARLOTTESVILLE, VA 22902 CONTACT: HOWARD LAGOMARSINO PHONE: (434) 296-5833 (X-3377) E-MAIL: HLAGOMARSINOoALBEMARLE,ORG VDOT 1401 EAST BROAD ST RICHMOND, V112GINIA 23219 CONTACT: WILLIS BEDSAUL PHONE: (434) 422-9866 E-MAIL: WILLIS.BEDSAULoVDOT,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: TBURNETT®FK-INC.COM OWNER TAP INVESTMENTS LLC 2903 E AUGUSTA STREET STAUNTON, VA 24401 PHONE: (540) 885-5181 EMAIL: LABAILEY®TRIANGLEREALTORS.NET INC. SITE ADDRESS 1720 SEMINOLE TRAIL CNARLOTTESVILLE, VA 22901 PARCEL ID =04500-00-00-10600 GENERAL NOTES L INFORMATION CONCERNING UME2GROL1 D UTILITIES WAS OBTANED FROM AVAILABLE RECORDS AM FELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTLITES BY DIGGING TEST PITS BY HAM AT ALL UTILITY CROSSNGS WELL N ADVANCE OF TRENCHING. E THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 17, WHICHEVER 6 LESS, CONTACT FREEI.AND E KALFFMAN, INC. (864-233-5497) AM OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3, CALL UTILITY LOCATOR SERVICE 72 HOURS N ADVANCE OF DIGGNG AT 811. 4. ALL W012K SHALL• •• • T14E ALBEMARLE• 1••1 1 SPECIFICATIONS. 5. THE LAND DtSTLQBAN10E PSW "T BE KEPT ON THE WORK SITE AND SHOWN LIPON REGLEST. &RVEYCQ ON -SITE TO PROVIDE ALL CONSTRXTION STAKE-OLIT SERVICES. THE C94PACTCQ IS ALSO RESPONSIRE FOR INSLRW THE SURVEYOR 6 IN POSSESSION OF THE LATEST REVISIONS OF ALL PLANS. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . 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 3:1 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 (1-I-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 I RESUBMITTAL TO COUNTY. 4/28/2022 !� RESUBMITTAL TO COUNTY. 6/13/2022 3 RESUBMITTAL TO COUNTY. ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA +/- 1.02 TOTAL DISTURBED AREA 1+/- 0.06 APPROVALS f_>:1TE Dh1"AltI (wll_N I OF COSIMU4sI I Y DE\.+L013A9E.N 13LANNI:-!CZ0N1*v(; INSPECTIONS RB DL-1'A1t ['MENT t)F FIRE RESC'LIE ALI3LMARLL- COUNTY SE.1tV11C'L AU1'H0R1-1'Y V11tCANIA i)1::13ARNIE.NT QF t 1(AN51'0R'! A'Y1() S SHEET I OF NOVEMBER 8, 13 2021 UTILITY INFORMATION ZONING DATA k'00� (, \ N I A WATER AND SEWER: ZONED: HC (HIGHWAY COMMERCIAL) p Oif \fit ALBEMARLE COUNTY Q CR z (434) 977-4511 SETBACK LINES: z ELECTRIC: FRONT: 10' EXTERIOR EDGE OF SIDEWALK r �A o H N PARCEL DESCRIPTION: DOMINION ENERGY SIDE: 0 REAR: 0' 4� m p p S �••"i r � ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE (866) 366-4357 MAXIMUM BUILDING HEIGHT: 65' F ; d � COUNTY, VIRGINIA. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: GAS: ,y0W03 BEGINNING AT A POINT ON THE NORTHWESTERLY MARGIN OF THE RIGHT-OF-WAY OF CHARLOTTESVILLE GAS (434) 970-3211 FLOOD INFORMATION S17E O 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 TELEPHONE: h� RIGHT-OF-WAY S24'56'01"W A DISTANCE OF 149.67 FEET TO A POINT, THENCE LEAVING CENTURY LINK FLOOD ZONE "X" (MINIMAL FLOOD HAZARD) SAID RIGHT-OF-WAY ALONG THE COMMON LINE OF THE LUCK GROUP, LLC. N64-54.04"W (866) 642-0444 PER FEMA MAP NO. 51003CO278D A DISTANCE OF 229.70 FEET TO AN IRON PIN, THENCE ALONG THE COMMON LINE OF EFFECTIVE DATE: FEBRUARY 4, 2005 M BALMUN, LLC. N65'33'27"W A DISTANCE OF 67.97 FEET TO AN IRON PIN, THENCE ALONG CABLE: r\n THE COMMON LINE OF BEARWOOD PROPERTIES, LLC. (FOR THE FOLLOWING TWO CALLS) COMCAST PARKING Q (1) N26'55'37"E A DISTANCE OF 149.77 FEET TO AN IRON PIN, (2) THENCE S65-02-54"E (800) 266-2278 ICJJ LIS�VVI A DISTANCE OF 292.46 FEET TO THE POINT OF BEGINNING AND CONTAINING 44,074 S.F. REGULAR = 39 1% p OR 1.012 ACRES MORE OR LESS. X 477.36 HANDICAP = 1 tt 4>8 xa77.sz LOCATION MAP SCALE: 1 =1,000 s cci478.24 UUU11----- Ipinf #4 179.62-X 480 19� Curb Inlet \ \\ \\ ° Rim=482.57 `481,� X'484 29 � X 476.35 476.34 Throat=482.04 1 ` ' ^ (J J I / 478.32 .0> Inv SW=477.52 \ \�>69 476--- / 00 Inv N=477.48 _487.� B iness W N z 9n 477.95 \\ / X 475.41 478.52 5 N O Asphalt X 478.57 403.14� / °,.a 476.7� . ___ Asphalt // �-. _ W C ti / 48�- , / X478.o- a ^ 14,,:y -.:/5- 3 N ; ca Bearwood Properties, LLC. / / 4781 PID: 04500-00-00-10500 / a. 476.02 - : qq -478.6� (9 Q U O cad ` / gO �i$ 1�5.30 X>S,3\� CLCB } � ' , DB. Zone, PG.HC 119 Asphalt t .S• a>5 ,_, S65' 02' 54*E TG=473.62 W v p y Zone: HC m 478.7E �� \ 'n Cp �� 4j-�-� 29246' nC�eta 4jSJi3' llnv ` r _ .. 4 �k_.., _ ;` NE=4nv 69.72 474-28 Bearwood Properties, LLC. 75.53 COrb -, r PID: 04500-00-00-10500 W Ir 'Z t Z y �/ 475.36�C \ -3.99 DB. 119 !n �\ V 485.64 c� `1i5 38 _ _-- ZonO, HC X 478.94 c, o 474-�X QV \ Canes s>S J �j - %ti Z Z O . ^ CL // Jc '� �\ �� X475.5-. ,,4jy.��\ a" JCn / 406.52 479.06 C �/ -- a ��\\ \ 473.55 Keypad / �/ 4//9�i9.45 \\\ 2 e , 79p6, 475.4 475 47426 X44.18 Asphalt 79.19 x�stin9 N,/ Nail in Asphalt G BV G� Elev=479.23' 486.36�'jl / /� / NAVD 88 o° FF °oowi ;din C X 474.66 Fo° yei 4j9 ii 9 TG=473 4 tp,,n9ht�i 6�• 475.8a Inv SW-4 4 X 474.78 / t�92 4 , O 4,-d.53 X 79.1 �� 4 Sp Inv NE=470.14 ----475•-- -- 474.94-SL B•Pss t CLCB 479.90 qas / LU TG=484.78 / I Sri Inv=480.18 / x�4 1.6� � \ ° // / • o SQq• ° 9os a75.9t .. / to Z w Co O LU \.91 �4/79��5 \79.94 X 479.38 \ / \ \ 14 • s Sanitary MH Rim=476.60 p \� \ l \ \ 4j6_�' X479 1 �' a` _� -Inv NW=467.57 In a CID Inv SW=466.85 U O 79.84 \ \\\\ \ 48" - _ A o Storm MFi\\\ \ \ \\\\ \ O' o e 476.59 e / ay �'� Inv NE=466.70 POB 95 a N O N � N N O N �� \ Rim=489.87 \ �� \ \ \ \\� \\ Of /�� ^'v Asphalt 479.2 \ \ a / \ E 11,490,704.17 LEGEND \ \ \ \ \ \\ \ q Inv SE-484.77 \ _ \ \ \ \ \ \\ \ �• \ \ \ \ \ \\ \/ Inv SW=484.62 ei \ \ \ \ \ \ 479.72 i�� Tap Investments. LLC. / / �/ n� 4; \ e 478---� / - - PROPERTY LINE n '" o N ��\ \� \\\ PID: 04500-00-00-10600 c CLCB / � � ' Storm MH / GQ \\ \ \\\ DB. Zone: HC 500 \ U TG=478.52 / / Rim=491.94 / Inv NE=486.49 /� \�\�\ \\ \ \ \\\\\ \ 17 Area: 44,074 S.F. �' Inv SW=475.72 �, // ^ \ \\\ \ \ \ Inv SE-475.58 (X, -/!{/ / - _ = PROPERTY LINE EASEMENT LINE EASEMENT STORM DRAINAGE PIPE Inv SW=486.04 \ \ \\ \\ \ . \ or 1.012t Acres 478.88 79.75 fig, ss SANITARY SEWER LINE WATER LINE X 479.37 / wtr or '�O / ;'78 50 °' °j Curb Inlet ♦0 N F \ \ \\ \ \\ \ 479.58 S� a Rim=479.92 / / 'P gas ugt GAS LINE UNDERGROUND TELEPHONE Balmun, LLC. / \ \ \\\ \\ �\ \ \ �\ \ \\ \\ \ 479.64 0 ,' /D j Throat=474.5 \\ \� 482�_/��` Inv NW=474.52 ohs OVERHEAD ELECTRIC PID: 04500-00-00-105A0 \ \ 47 .60 •3 / X� �\ \\`\ \ ` _4 '_ \ \ D /� / DB. 2223, PG. 458 �\ \ \ \` �_ ��� 3�` \ 4g / y W �� / = Inv 5E=474.12 Zone: HC \ �� 484� Z\ \ �\ /°,/ R p - - - - - - - - - - - CHAINLINK FENCE OVERHANG q' Sto/�i L�A�\ ��_ �4 �� \ 4g \ oL xe n n o/ /� wv \ / Rim=487.0* -- �� �-.48.-\ \\\ \ \ / r /a 4t a°' ' - -- 4801-- h _ GUIDE WIRE / \� Unable to Aeeeea �' 60 00 �e ���` 6,` \ \ \ \ xJ �i 4 \ \ \ \ \ \ / Q o 8 / I 8�` 487� \\\ o/ rr SPEED BUMP Trees on Top U.uv����` \ \ \ \ X 479.47 \ a - e a. R W X 489.78 489� \ \ \ \ \\\ \ /v ro /� o e Go _ \ \ \ \ -,490-� 479.47 / cr <c/ 4 Q ® TELEPHONE MANHOLE DRAINAGE MANHOLE / / ,�• \\ k ,i o) \\ \ \\\ \ \\\ X 479.49 // y/ v yryr 491.00 \ \ \ \ \ \ 479.48 -T- �" r CATCH BASIN W/GRATE \ \ o ti QOm - �497.\ \\\�\\\\�\\\ Asphalt 80.6 \�\\ QS wM SANITARY SEWER MANHOLE WATER METER •\\\\�\��\\�\ 479.86 �/ p�0 ,/� �^ r / a'jk 3 °WV WATER VALVE 491.39a4\ \ \ \\ \\ a6 � a0` y Yy �ror HYDRANT NOTES: \\\\\�\ ` .80 / = - �.: \ \ \ \\ \ 481.83 s ` / a° (V ,� %v`[ ELECTRIC METER LIGHT POLE ; Q 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA SOUTH GRID NAD 83 ESTABLISHED 481 7 v �O, \\ \ N/F \ \ \ �� i' O Q UTILITY POLE Li z BY STATIC GPS OBSERVATION AND OPUS SOLUTION. The Luck Group, LLC. 491.32\ \\ AC AIR CONDITIONING U 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS PID: 04500-00-00-106AO DB. 4345, PG. 207 490.20iF�\ \\ \ (V DS DOWNSPOUT (/I L' SOLUTION. _ Zone: HC \ \� \ 4 SIGN w j 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: Benchmark \\\\ p 0IPINF IRON PIN-REBAR FOUND489.1 F } A. PLAT BOOK 2960, PAGE 75 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. �Elew4 Traffic3 gnl I 3Cc �Cp IRON PIN SET-5/8" REBAR E" Z Q E- 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT. NAVD TRAFFIC ARROWS p Z z Q' � E," � 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE Sanitary iMH -484- J L STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. Rim=484.03 0 O V) O � 6. THE AREA WAS DETERMINED BY DMD METHOD. Inv SW=475.93 `� Inv NE=475.88 a. Q } Z Q. / z 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. Q� / Q.• Z W 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A111901115-OOA, m Q < 0. 4 V) Ly] FIELD SURVEY (NFORMAT10N AND EXISTING THE YRANTEE AORTME NO AIIN OR MAREA, WSUCH -j 0 Q N m UTILITIES NINGS. THE EITHERAKES UNDERGRO ND UTILITIES SHOWN COMPRISE ALL SERVICE Q Q ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN a �, 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 DRAWN CHECKED #51003CO278D; EFFECTIVE FEBRUARY 4, 2005. \Ifl NLN1 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. TO: LLC INC. 11. TOTAL AREA = 44,074 S.F. = 1.012t ACRES TITLE COMPANY SCALE: 1 ^ 20' 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN 0 10' 20' CONSTRUCTION WAS OBSERVED ON SITE. 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, 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY 6B, 7A, 781, 7C, 8, 9, 10. 11A, 11B, 13, 14. 15, 16. 17, 18. AND 19 OF TABLE A THEREOF. THE FIELD WORK DATE OF SURVEY: LANDFILL. WAS COMPLETED ON MAY 7, 2021. MAY 7, 2021 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY DATE OF PLAT: AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY MAY 25. 2021 WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. PROJECT NO- 2 I -067 NICHOLAS L. MANSFIELD DATE: 1/20/2022 REGISTRATION #3269 * THE WORDS "CERTIFY", "CE FICATES" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN 1 1 EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION of AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. SHEET N0. SHEET 2 OF 13 '-478--// ov\� 47g� "� d Curb Inlet i dl Rim=482.57 p01 M1 Throat=482.04� Inv SW=477.52 Inv N=477.48 IA$2 II I 1 � I II Ili Ir I N /F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE W EXISTING / i 7 lk� ' ASPHALT PAVEMENT/ A 5' Business I / Sign 0 � I r S a t j Asphalt °h MOIN-fiNINAW, l► O \ � P � [ O U/ Asphyl t CLCB TG=473.62 Inv SW=469.77 Inv NE=469.72 5' Concrete Curb Concrete a - - - - - - - - - - - --- - - -- - Existing Building "Goodwill" FF=479. 62' Height=15. 7' Footprint=9, 294 S. F. 47A LEGEND PROVIDE SEAL COAT ON EXISTING ASPHALT r RL PREVE I M\ L,/BYIIX I MY G lilJlrk71 KW I MY NOTM, L 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 Fie 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 with 100 It. of temporary or permanent fie department connections, and have no overhead wiring or other overhead obstructors lower than 13 ft. 6 Inches, this access may be vlo permanent or temporary road but shall be capable of supporting fie apparatus in all weather condition. 4. Contractor shall ensue the street numbers are always plainly visik 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 cot nbustibie materials arrive on site. 6. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fine Code 7. Fie extinguishers shill be provided with not less than one approved fire extihWsher at each stairwell, on al floor levels where combustble materials have accumulated in every storage and construction stied and in areas of special, hazards, such as where flo enable and combustible ligads are stored or used in accordance with the Virginia Statewide Fie Code 8. Operatics involving the use of cutting and welding shall comply with the Virginia Statewide Fie 9. Prevention Code and shall require a permit from the Abomarle Canty Fie Marshaks Office N /F Bearwood Properties, -LC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE �a of Aspho I tPVss PI30CATE EXISTING Keypad KEYPAD gas �.. CLCB-__---� coy ° TG=473.04 PROVE EXIS+ .InvcNE=470.34.�9 . . ?C" / Inv NE=470.14 a o / i4.- .� 1Az 0 CONVB2T EXISTING - IN ET INTO MAN40LE RE, GRADING PLAN) aA�rr I Do OD m 00 m m oo m � REMOVE EXISTING I j Aspholt �h III // o� - 0 ASPHALT PAVEMENT I "c �A8\ III�IIIIIIi / / IoI CLCB u 3 \ IIII III I 14 TG=478.52 o I /o �I Inv SW=475.72 //l I III Inv SE=475.58 I I y/ n Fps Aspholt Tap Investments, LLC. D D 11 c' o °j PID: 04500-00-00-10600 t , q 4�1III i i I @ DB. Zone: G. 500 °X SIDEWALK I2Bv10 TING `u I I/ a /�I REMOVE EXITING $TR H Area: 44,074 S. F. c0 I VE II i II I I Ij a� PP0VIIDING SEALSAT ON or 1. 012t Acres EXISTING ALT TING I °-f 0 G rn SAW CUT LIE MR ° , I"? 1111I 17 0 0 a1b / II 1 11 1 I Asphalt O II u / I/ CLCB _ -- phatt ___ _ IC, act / TG=484.78 / II I I ` .- -- -- -- -- - _ - ------ - ----- �-_ 4d0481--- -- ---- __--_ / `/ JS- Inv=480.18 I I i=_- ---- - - - --- -----one- '3rr� �-o �`-------- -- - - --- ---_ - - - - - - - - BASED-Oa4------ET� 485- - - --- ------- - - ---__------ne ----- _ ` GOOGCE �484LOCQTOR - FQ2TH�4g6487------ - - - _-p__---- _-_ ---_-- � -- __-----_--_� -_ - Rim-4899. 7-- _ice_- - --��_ ` �-- ---- r���-4g8g9-��� ---- ------- -_ �rraffic-S9li Inv 5E=484.77 -_ Inv SW=484.62 /'( _ _�T����,-,r� I;O TSOP_ _` _ �_ _-$farm M4 490' i� ��� -----491-- I_' q - = - Rim=4871��" -r Unable tO7-Aace3S--- /in Trees on Top Storm MH I Rim=491 .94 Inv NE=486.49 Inv SW=486.04 N NFBalmun, LLC, The LuckGou p, -I-C. PID: 04500-00-00-105AO PID: 04500-00-00-106AO Q. D8. 2223, PG. 458 DB. 4345, PG. 207 Zone: HC Z one: HC Co USE:SHOPPING CENTER USE:COMMERCIAL/RETAIL rn Br > II I,A76 a i ro I 1 / / I / / I ifary MH im=476.60 I v NW=467. 7 Inv SW=4166. 5 Inv NE=466. 0 Curb Inlet Rim=479.$2 _ 1 Throot=479.34 / Inv NW=474.`A80- Inv SE-474 12 VV I 18' RCP Ik I I - II ut I Q / / 483- � J Sanit ry MH Rim= 84.03 gb15' 1 1 Inv S =475.9 Inv NE=475.88 �I U o_ 0 I 0 CALL DIG EVERY DIGGING JOB REQUIRES A CALL - EVEN SNAl1 PROJECTS LIFE PIANTINO TPEES OR SHROS. IF YOU NIT AN IWEMAdM UTILITY LINE MILE DIGGING. YOU CAN NARY YOURSELF OR THOSE AROUD YOU, DISWiT SERVICE TO AN ENTIRE NEICNapRDOD AND POTUITIALLY BE RESPONSIBLE FOR FINES AND PEPAIR COSTS. S T DIQOINO ,ERNS CALLING B11 BEFORE EACH JOB. 1 ETIER YM ARE A NOBEORIER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO BI1 GETS Y" uwDERmOUD UTILITY LINES NARKED FOR FREE. ►A, Iw CONTRACTOR RESPONS&E FOR OBTAINNG ALL LOCAL1 STATE PERMITS • • 2E •• DEMOLITION- Z THE CONTRACTOR 94ALL INIDEMINIFY• r HOLD HARMLESS THE OWNER • 1 •• IENIGINEER F012 ANY r ALL INJJQES AND/OR DAMAGES • PIERSI EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED N THE R-ANS AND SPECIFICATIONS, EMSTING3 CONDITIONS AS D63CTED ON `E PI-ANIS ARE GENERAL ♦ r ILLUSTRATIVE • r DO NOTrE ME-CPANCAL, ELECTRICAL AND MISCEOLIS STRUCTURES. IT IS THE RESPONS51BLITY OF THE CONTRACT012 TO E)(AMINE THE SITE AND BE FAMUAP WIT14 EXISTING CONDITIONS •••• TO BIDDING ON DEMCIJTICN WORKFOR THIS PROJECT. IF CMITONS ENCOUNTERED DU1aNG EXAMINATION ARE 519slIFICANTLY DFFBW THAN THOSE SHOWN. THE CONTRACTOR 94ALL NOTIFY::• .1 4. All EMSEMSTING ABOVE1 BELOW GROUND STRUCTURES WITHIN THE LIMITS OF • . • 94ALL BE RAZED UN-ESS NOTED OTHERWISE WITHIN THISARCHITECTURAL MANS 1 • • PROJECT SPECIFICATIONS. THIS IN• 1 • 1 • • 1 FOOTINGS. 5. ALL DEMOLITION WASTE ANr CONSTRUCTION DEBRIS SHALL BE PROVED BY THE CONTRACTOR 1 DISPOSED OF PP9 :r WASTE SITE AND IN ACCORDANCELOCAL • 1 STATE CODESAND PERMIT REQUIREMENTS, 6. ALL UTILITY REMOVAL,PIELOCATIM CUTTING,AND/OR •'• 1• COORDINATED NTH THE APPROPRIATE UTILITY COMPANY. 7. THE Ell -I OF ••:1 MATERIAL AND DEBRIS NOT • :1 UINJESS CONTRACTOR GETS WRITTEN At"' 1EATION F120M THE AIRJ',TiTES. EROSION • 1 SEDWRAT10N CONTROL• AROUND AREAS OF DEMOUTON SHALL INSTALLED PROP TO WATON OF DEMOLITION•-"• TO SWPP PLAN FOR DETAILS • ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SHALL BEREMOVED LICENSED ••DO ♦ :•CONTRACTOR. • •• •• •OWNE32 IMMEDIATELY IF HAZA.1• :• . Al2E ENCOUNTERED. BENCHMARKS DURING DEMOLITION ACTMTw DISTURBED, • •• •• 94ALL HAVEDISTURBED ITEMS RESET BY A LICENSED 9-RVEY012 AT NO ADDITIONAL COST TO THE OWNE2. CONTRACTOR 54ALL •1 :• TO ALL LOCAL,FEDERAL, • I OS14A REGULATIONS E OPERATINGDEMOLITION E! ••• r C PROVIDE CONTRACT012 94ALL RO 1 • MAINTAIN TRAFFIC• •• ♦ • ACCO2DANCE VDOT WAPM• : :E . • 1 AS REGIURED BY LOCALAGENCIES WHEN WORKING ♦ r •• ALONG STREETS.ROADS,54ALL BECONTRACTOR'S RESPONSIBILITY • •: • ••••• • • r •••r • • • r •• STATE AGENCIES T14E NEED, E)(TEW, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFICREGARDING • .• MEASURES 14 CONTRACT012 54ALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND M34S FROM DAMAGE • DUE TO DEMOLITION r DEMOLITION C• 2 •• 94AI-L C0012DNATEEXISTINGDISCONNECTS rt • :• REPRESENTATIVE A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF 16. CONMACT012 SHALL RE932 TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PIERTWENT INFORMATION. F. CONTRACTOR 94ALL REMOVE .,• CONDITION UNITS / FREON IN ACCORDANCELOCAL, 1 FEDERAL REGULATIONS, i OR SERVICE UNES THATDE PROPOSED • • 94ALL 13E REMOVED. ALL ST012M • 1 SANITA12Y SEW? Life THAT LIE BREATH • EXTENDING F120M THE BASE OF FOU14)ATIONS FOR FRIEE STANDING FOLMATICINS FOR LOAD BEARING WALLS SHOULD BE PROVED :1 .• •R . G•. :r DEMOLITION PLAN REVISIONS BY IQ VW2022 12ESLEUTTAL TO COUNTY AK ® 4/28/2022 12ESLIBMITTAL TO COUNTY AK ® 6/13/2022MI 12ESLE TTAL TO COUNTY AK U z CQ O ILL OON O LL Q C aV LL m 0 D �Qorn Q O�o`r C U ) L � (n ch C a) U) .00 00 (T OC Z Q po C� W W W Of ILL R' C n r e rR aNu zQ O C / ^ i W U J J O `o O p ^ o U � LLJ �Fa W�Z! LU� Z LI1 OOda= 1 J Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 3 OF 13 SHEETS o m a SCe1E r • 2D, SDP a 000000413 ACREAGE SUMMARY (IN ACRES) TOTAL PARCEL AREA 1.02 TOTAL DISTURBED AREA 0.09 PROPOSED UMVIOUS COVER AREA 0.81 PAVED PARKNO AREA d VEHCULAR CIRCLLATION AREA (PROPOSED) 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. L RETAMNIG WALLS GREATE32 THAN 3 FEET IN HEIG14T REQUIRE A SEIA12ATE BULDING PERMIT. WALLS EXCEEDING e REQUIRE A STAMPEDENGINEERED DESIGN • Z ACCESS13LE PARKING SPACES, ACCESS ISLES, AND ACCESSELE ROUTE SHAL BE INSTALLED IN ••r• •E WITH [CC ANSI AII7kO9 • 1 THE 2015 VIRGINA CONSTRUCTION. a ALL ROOF 1•• ♦ 94ALL DISCHARGE • TO CAUSE A PLEILIC NJSANCEAND NOT • :• SIDEWALKS. 4. BULDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST RAVE AN ASBESTOS SURVEY 5. ALL WATER, SEM32 AND FIRE LINES PECURE NEW INSPECTION AND TESTING PROCEXRES. THE ACSA PE2FOI2MS ANY TESTING AND INSPECTIONS OF T14E PUBLIC SEWER AND WAT92 MAIMS). 6. ASBESTOS REMOVAL PE12MITS Al2E 12EQUPM IF POSITIVE F012 SUCH F120M ALBB02-E COLINTY • 1 VDOU,• •CT VDOU FOR THEIR ADDITIONAL RECUREMENTS • 1 PE12MITS F012 DEMOLITION ••• • . :• 7. T14E ALBEMARLE COLINTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISA INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER INSPECTOR AS OUTLINED IN THE UPDATED A-BEMARLE COUNTYPOLICY FOR SITE UTILITIES TO PERFORM , •L INSPECTION• 1 TESTING OF ALL • • ER:r BY THE •w• OR ACEID. THIS INCILLIDES BULDNG SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAN 1 - :• 1SPECIALINSPECTOR'S REP ORT . BE EI r APPROVED • :E •• • ENGINEERING DEPARTMENT PROPTO • CERTIFICATE OF OCCUPANCY BENG ISSUED, AsphoIt N /F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE NOTES: 1. EXISTING CONDFIONS AS DEPICTED ON THESE PLANS RAVE BEEN OBTAINED FROM TOPOGRAPHIC 1 , . RESPONSIBILITY OF THE CONT12ACT012 TO EXAMINE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS TO BEGIN ANY WORK. IF CONDITIONS ENCOUNTERED DLIRING EXAMINATION ARE SGJFICANTLY 1 ---•• - NffT 'I • SHOWN, CONTRACTOR 94ALL NOTIFY RiGINHER IMMEDIATELY. Z ALL DIMENSIONIS, LINLESS NOTED, ARE TO FACE OF CUREI, FACEOF 1 OR CENTERLINE OF P•R� UNLESSOTHERWISE N• :1 PAVRENT STANDARD rASPHALT WITHIN1. -r PA12KNG AREAS. 4. THE CONTRACTOR SHALL REFER TOTHEAPC14TEC•• • ♦ F012 EXACT LOCATIONS • r DIMENSIONS OF DOORS, PAWS, PRECISE D ENTRANCEBUILDING 6. ALL W012K AND MATERIALS SHALL COMPLY Wil AND CODES AND O.S.HA STANDARDS. P ;, SITE DATA ADDRESS: 1720 SEMNOLE TRAL, CHARLOTTESVLLE, VA 22901 PROJECT AREA, 1.02 AC ZONING: HIGHWAY COMMERCIAL (HC) OVERLAY DISTRICTS ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AMA), STEEP SLOPES (MANAGED) TAX MAP, 04500 PARCEL ID, 0-10600 MAGISTERIAL DISTRICT - RIO EXISTING USE, VACANT GOODWILL STORE/PROPOSED USE: AUTOMOBILE SERVICE SHOP SETBACK REQUIREMENT, FRONT MPNM. M - 10' FROM THE EXTERIOR EDGE OF THE SIDEWALK FRONT MAXIMUM, NONE SIDE, PER THE BUILDING CODE REAR, 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+16 - 34 (18 EMPLOYEE + 8 SERVICE STALL) 34 I. DEVELOPMENT OF THE USE MUST BE IN GENERAL ACCORD (AS DETERMINED BY THE DIRECTOR OF PLANNING AND ZONING ADMINISTRATOR) WITH THE CONCEPTUAL PLAN TITLED 'CALIBER COLLISION, CONCEPTUAL SITE PLAN 01", PREPARED BY BRET FLORY, DATED OCTOBER I, 2021, TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN, DEVELOPMENT MUST REFLECT THE FOLLOWING ESSENTIAL MAJOR ELEMENTS: • BUILDING FOOTPRINT • PARKING AREAS 2. DEVELOPMENT ALSO MUST REFLECT THE FOLLOWING ADDITIONAL MAJOR ELEMENTS 1 • A FOURTEEN (14)-FOOT WIDE PLANTING STRIP • AN EIGHT (8)-FOOT WIDE SHARED USE PATH CONSTRUCTED OF PERMEABLE PAVEMENT (SUBJECT TO EXISTING EASEMENTS AND OTHER SITE CONSTRAINTS) MINOR MODIFICATIONS TO THE PLAN THAT DO NOT CONFLICT WITH THE ELEMENTS ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. `PROVIDE �•/ EXISTING AS N /F Balmun, LLC. PID: 04500-00-00-105AO DB. 2223, PG. 458 Zone: HC USE:SHOPPING CENTER Asphalt FIRE FLOW REQUIREMENTS, REOUIRED ISO FIRE FLOW: 2000 GAL/MIN FOR 2 HOURS AVAILABLE, 2610 GAL/MIN EXISTING FIRE HYDRANT IS LOCATED 190' SOUTH (FROM SOUTHERN BULDING 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 MNM-M-� SETBACK MAY CHANGE BASED ON THE FINAL PLACEMENT OF THE PROPOSED SHARED USE PATH, PER THE CONDITIONS OF SPECIAL USE PERMIT SP202100003 N/F The Luck Group, LLC. PID: 04500-00-00-106AO DB. 4345, PG. 207 Zone: HC USE:COMMERCIAL/RETAIL W II Traffic Sign II u LEGEND EXISTING PROPOSED DESCRIPTION O NUMBER OF SPACES PER ROW - - - CURB E GUTTER -- y SIGN HANDICAP SYMBOL CONCRETE PAVEMENT SEAL COAT ASPHALT POROUS CONCRETE ASPHALT LIGHT POLE FENCE m m PROPERTY LINE SAW CUT LINE FAUX BRICK CROSSWALK MANAGED STEEP SLOPE SOD PAVEMENT DESIGN NOTE: ASPHALT AND CONCRETE PAVEMENT SHALL BE PER THE SPECIFICATIONS OUTLINED IN THE VIRGINIA DOT STANDARDS AND SHALL BE DESIGNED TO ENDURE I-120 LOADING. FREELAND E KAIFFMAN, INC, ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DESIGN AND PERFOMANCE, Poe I N 3,918,223. E 11,490,70• 1 - CG-6 EXISTING WATER METER P; CSC i CALL DIG EVERY DIGGING JOB REWIRES A CALL - EVEN SNAl1 PFOJECTS LIFE PLANTING TREES ON 9RtABS. IF YW NIT AN IWEMAdM MILITY LINE MILE DIGGING, YOU CAN NARY YOURSELF OR THOSE AROUND YW, DISRWT SERVICE TO AN ENTIRE NEIQlpBpOD AND POTENTIALLY BE RESPONSIBLE FOR FINES AND REPAIR COSTS. sNMT DIGGING HEANS CALLING B11 BERE FO EACH JOB. 11HE ETR YW ARE A HONEONNEt OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 6I1 GETS Y" IIIIDERWOIIID UTILITY LINES NARKED FOR FREL, LEGEND O EXISTING EDGE OF PAVEMENT O EXISTING 6 CURB O EXISTING BOLLARD TO REMAIN OD ACCESSIBLE PARKING SPACE W/ SIGN TYPICAL SEE SITE DETAILS SIFT FOR ACCESSIBLE SPACE SIGN AND SYMBOL QADA SIGNPIPE :O ••D POST /O DLMPSTE12 !ENCLOSURE (RE, Al2CHD DUTY CONCRETE••1 I• ••• 1 O PROPOSED 8' WIDE SHARED USE PATH OI CURB RAMP OJ SINGLE WHITE SOLD l NE-4' WIDE (SWSU41 O ASPHALT TO CONCRETE CDNINECTION O RELOCATE EXISTING A/C LINTS OM RELOCATED A/C LNTS (RE, ARW O PROPOSED 14' WIDE PLANTING STRIP OO EXISTING FENCE TO REMAIN. INSTALL VERTICAL VISION SLATS (RE, SITE DETAILS) OP PROPOSED 6' HIGH WOOD FENCE WITH PRIVACY MESH ORE, SITE DETAILS) © PROPOSED 6' NIGH ORNAMENTAL FENCE WITH 4'XX STEEL POSTS WITH PRIVACY MESH (RE, SITE DETAILS) O SUDNG GATE (RE, ARCR O KNOX BOX O ORNAMENTAL SWING GATES (RE, ARCH) O SAW CUT IU,E O EXISTING SIDEWALK TO REMAN O EXISTING LIGHT POLE TO REMAIN O 'STOP' SIGN O 'STOP' BAR O 'DO NOT ENTER' SIGN ® -ONE WAr SIGN O PROPOSED CONCRETE SIDEWALK (MATCH WIDTH WITH EXISTING SIDEWALK) CC RELOCATED KEYPAD DD PROPOSED 'SHARED USE PATH' SIGN O DETECTABLE WARNING (TYPE VDOT CG-12) O TE TO EXISTING CURB O SPACES ADJACENT TO FBVCE ARE RESERVED FOR DAMAGED VEHICLE STORAGE AND NOT CUSTOMER PARKING SITE PLAN REVISIONS BY IQ VW2022 12ESLEUTTAL TO COUNTY AK ® 4/28/2022 12ESLIBMITTAL TO COUNTY AK AK E6/13/2022 U z CQ O L \0 11 C: C4 LL m 0 QQ)Qorn 000`r oULo L N _0 J `> O 'q a) (n �0 3: 00 N O a) z Q C� WW W a O• zQ O � C / W U J ICT 0 O>��CL �CO U Cf LU < WLU Q � LU 000 mN Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 4 OF 13 SHEETS SDP = 000000413 Gfti� 475 470 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 A" A" Business a \Yd' 4 AsphoIt It F� 475 470 ACREAGE SUMMARY (IN ACRES) TOTAL PARCEL AREA 1.02 TOTAL DISTURBED AREA 0.09 PROPOSED IAPERVIOUS COVER AREA 0.81 PAVED PARKNO AREA 8 VEHCU.AR CIRCULATION AREA (PROPOSED) 0.50 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 SOUTI-ERN BUILDING CORDER) AT THE ENTRANCE DRIVE TO CVS FLOOD INFORMATION FEMA ZONE 'X' (AREA OF MINIMAL FLOOD HAZARD) PER FEMA MAP NO. 51003CO278D, EFFECTIVE DATE: FEBRUARY 4, 2005 SOURCE OF BaWARY AND TOPOGRAPI-IC SURVEY ALTA/NSPS LAND TITLE SURVEY, DATED MAY 25, 2021, PREPARED BY SURVEY MATTERS, LLC `� 30 CLCB TG=484 78 Inv=480.1E - - - - - _-- _-_-------- \ -�-- _- _-- _------_--- _ Z -'� - - ----- --- Rim 8n99, 7-- -'r Inv SE=484.77 Inv SW=484.62 3',RGP-_ -c „4 Storm MH I din Rim=491 .94 Inv NE=486.49 Inv SW=486.04 c N /F Balmun, LLC. PID: 04500-00-00-105AO DB. 2223, PG. 458 Zone: HC USE:SHOPPING CENTER Unable to e-'Tto i.u4 J �cce3S--� Trees on Top ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA +/- t02 TOTAL DISTURBED AREA +/- 0.06 • •• •• • `:1 •• •• STORM DRAIN PIPE SPECIFICATIONI 26WORCED CONCRETE WE (RCP) CLASS III, WALL B PER ASTM C-76 (ASTM C-76W PER SPECFICATIONS, NOTE ACCESSIBLE PARKING WILL NOT EXCEED 2% SLOPE/CROSS SLOPE IN ALL DIRECTIONS. NOTE: ALL DISTURBED AREAS NOT RECEIVING IMPERVIOUS AREA SHALL RECEIVE SOD. NOTE THE CONTRACTOR TO INSTALL SPECIFIC MEASURES (SAFETY BARRIERS, WARNING PLACARDS, FOR EXAMPLE) DESIGNED TO PROTECT PEDESTRIANS. N /F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE CLCB TG=473.62 Inv SW=469.77 Inv NE=469.72 N/F The Luck Group, LLC. PID: 04500-00-00-106AO DB. 4345, PG. 207 Zone: HC USE:COMMERCIAL/RETAIL STC(d,URAN STRL1CTIL E TABLE STIR. NO. TYPE RN NV. N NV. OUR 1 EXSTW NET 47852 475,70 Ctl 475.72 0 4755E 0 2 GRATE NET 47850 47580 tD EXISTING --480--- ss - wtr gos - 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 ® P INLET PROTECTION i I faryM)0 H m=476. Iv NW=467. 7 Inv SW=4166. 5 Inv NE=466. 0 / 11 CONTRACTOR TO PROVIDE SAFETY FENCE ALONG EXISTING SIDEWALK DURING CONSTRUCTION OF PROPOSED SHARED USE PATH \ Curb Inlet Rim=479.$2 Throot=479.34 Inv NW=474.`4 Inv SE=4�4 12 n / °` 3Qz I a�o, 483 � J �. O ui /p84- LU i� U3 Son it ry MH Rim 84.03 Inv S=475.93 Inv NE=475.88 Ag5 P; CSC i CALL DIG EVERY DIGGING JOB REWIRES A CALL - EVEN SYALL PROJECTS LINE PLARTIRO TPEES W SMLlS. IF YOU NIT AN 1RDEM,ROUNO UTILITY LIRE MILE DIGOIRD, YOU CAN NARY Yq LF M TROM AROUD YW, D[S T SENVIM TO M EMIRS NEICNBpBDOD MD POTENTIALLY BE RESPONSIBLE FOR FINES AID P AIR Mn. SMART DIOGINO IE M CALLING B11 BEFORE EACH JOB. METIER YW APE A HOWOR ON A PROFESSIONAL "CAVATM. ONE CALL TO 6I1 GETS YOUR UNOEROROUID UTILITY LINES MARRED FOR FREE. NOTES L ALL SITE WORK SHALL BE DOGE IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND E KAUFFMAR INC, THE CU122ENT REQUIREMENTS ALBEMARLE COUNTY, THE APPLICABLE SECTIONS OF THE VDOT STANDARD SPECIFICATIONS FCR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. TI-E CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNNG SAFETY AND I-EALTH, INCLUDING THE FED62AL CONSTRUCTION SAFETY ACT (PUBLIC LAW %54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGLLATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS LPDATNG THESE REGULATIONS. 3. THE CONTRACTOR SHALL BE 12ESPONSELE FOR EXAMNNG 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 REVEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED N THE FEUD BY THE PROPER AU -IORITIES, THE CONTRACTOR SHALL NOTFY '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 TI-E 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 REMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE 6. ALL SLOPES SHALL BE 311 G40121ZONTALNE3RTICAU MAXIMUM UNLESS NOTED OTHERWISE. 7. ALL AREAS NOT PAVED SHALL BE TOPSOIL.ED, S®® 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 TINS CONSTRUCTION SET FOR OTI 82 PE 2TNENT INFORMATION, 9. THE CONTRACTOR SHALL REFER TO THE APC14TECTLRAL PLANS FOR THE EXACT N-MBE 2 AND LOCATION OF ROOF DRAINS, 10, F ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/CR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. N. THE CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN TI-E GENERAL NP,D.E.S. PERMIT FOR ST012MWATE2 DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITES. 12, CONTRACTOR SHALL ADJJST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. R 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 OWNB2 FOR REVIEW. 14, EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS N®®, AND EXISTING PIPES TO BE CLEANED OUT TO 12EMOVE ALL SILT AND DEBRIS. GRADING � EROSION CONTROL REVISIONS BY IQ VI4/2022 12ESLBMITTAL TO COUNTY AK ® 4/28/2022 12ESLBMITTAL TO COUNTY AK ® 6A3/2022 12ESLE MITTAL TO COUNTY AK 11 z CQ O LPL Q m N > 0 Q�Qorn Oja)0 6 00 L CJ (2)(n � 3: 00 6 ON Q �O N z _N WW W a U- aPR , c go am e zQ 0 y / W U J 0 CY O n U) CO UI � U < Q / �--- ON LLU w W 0 o' a ry1 ^ U I I-JI < Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 5 OF 13 SHEETS SDP = 000000413 ACCESSIBLE PARKING SIGN 19, n �ITE ON BLUE BACKGROUND(TYP) HITE (STANDARD SPACE) r� 8 8 _ NOTES L ALL PANTED PA12KW STALL LINES FOR HANDICAPPED PARKNG SPACES SHALL BE BLLE 4' WIDE LINES 2 CROSSHATCHNG N THE ACCESS AISLE SHALL BE 4' WIDE SOLD ELLS LINES TO EMPHASIZE THAT PARKNG LS PROHIBITED N CROSS HATCHED AREAS. ACCESSIBLE PARKING STRIPING (N.7.S.) I/2' m STEEL —I—. .—T 2'-0" MINIMUM LENGTH SEAL HOLES WITH ASPHALT CEMENT COMPACTED BASE COURSE 2'8'� O CID O 8 co I• -a• NOTES, L ALL ARROWS SHALL MATCH EXACT DIMENSIONS, LN-ESS REWRED BY AH L 2 ARROWS SHALL BE PANTED SOLID WHITE PER SPECFICATIONS ON ASPHALT E YELLOW ON CONCRETE 3 STENCIL 92DGW SHALL BE RLED N ON ALL ARROWS. PAVEMENT ARROW 4,000 PSI CONCRETE WWF 6X6 10/10 ---� a.. f4MIN. • - COMPACTED SUBGRADE SIDEWALK DETAIL N.T.S. BITUMINOUS SURFAC- )URSE ELEVATION NOTE: ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 9" PARKING AREA 2 - =3 BARS i a BITUMINOUS SURFACE 3' 1/2" 0 STEEL RODS (=4 REBAR) 2'-0" MINIMUM LENGTH BUMPER BLOCK DETAIL N.T.S. THIS SIGN TYPICAL ATE ALL ACCESSBLE PARKING SPACES THIS SIGN TYPICAL AT----, ALL VAN ACCESSBLE PARKING SPACES PENALTY SIGN WITH ------� WORDING AS RE-CUIRED BY STATE OR LOCAL LAW RESERVED PARKING ® R7-8 Mai 17 X b' ;ES 17 X 9' U-CHAMH- POST (2-IbaJft•) I 7 GALVANIZED, CAPPED POST. PAINTED BLACK CORED INTO PLACE SLOPE T °°^0 GROUND/PAVING . . 3500 P.S.. P.C. CONCRETE ACCESSIBLE PARKING SIGN ti.".S. k5- -T' TIVE OOD �.O 3' I'-6- OF PARKNVG SPACE I INTERNATIONAL HANDICAP SYMBOL N.-.S. BACK OF CURB MAX. SPACING BETWEEN EXPANSION JOINTS CONTRACTION JOINT VARIABLE WIDTH Li VARU+H.E I:VM:,IL;k, IMVY7 SEALANT PED TOOL I/ SEALANTLEXPANSION JOINT SEALANT I/47 •. '(14R r. SECTION A -A SECTION B-B D EXPANSION JOINTS CONCRETE SIDEWALK STANDARDS \.T,S. 39 0 O 0 0 STANDARD RED AND WHITE SIGN 0o R5-1 O 0 0 O 0 o GALVAA® Y LY AAff P05T 0 LL 6 o O 0 o O 0 O 0 O O b 4 O 0 O 0 o INSTALL 4,000PSI CONCRETE 0 0 FOLIDATION 08' DIA. x 2'-4' DEPTH) 0 WHEN LOCATED N PAVED AREA O O O O O O O O 0 O 0 O O O 0 0 O 0 0 0 0 0 "DO NOT ENTER" SIGN DETAIL Nrs. N STOP BAR N. 75, STOP o 0-1 REFLECTIVE ALUM LM 0 O 0 0 0 O GALVANIZED 'U CHANNEL POST 0 0 O 0 0 0 0 0 8 b 0 O O 0 4 b 0 O o INSTALL 4,000PS1 CONCRETE 0 FOLNDATION 08' DIA. x 2'-4' DEPTH) 0 o WHEN LOCATED IN PAVED AREA 0 0 0 O 0 0 0 0 0 0 O O Q 0 <v 0 0 0 O 0 0 STOP SIGN DETAIL N. T.S. DETAILS-1 REVISIONS BY QI 1/14/2022 2ESU3MITTAL TO COUNTY AK 8 4/28/2022 12ESUBMITTAL TO COUNTY AK ® 6/13/2022 RESUBMITTAL TO COUNTY AK DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 6 OF 13 SHEETS SDP u 000000413 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 10%, 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. 1992 Cateeo1y 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 610M , 10-35% Bristol, Columbia, Georgetown, Glade, Midnight Low -Maintenance Tolerant 10-35% 10-35%n Columbia, Georgetown, Monopoly, Ram I, Touchdown, Victa Promising Kentucky Bluegrass - Limited performance data or seed availability Dawn, Estate, Freedom, Kelly III - 337 TABLE 3.33-A (CONTINUED) **(continued)** TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES Tall Fescue: Adapted to the entire state. 90-100% Amigo, Apache, Bonanza, Chieftain, Finelawn 5GL, Mesa, Rebel II, Shenandoah, Tribute Promising Tall Fescues Certified Arriba, Austin, Avanti, Aztec, Cochise, Crossfire, Eldorado, Hubbard 87, Jaguar II, Maverick II, Monarch, Olympic II, Phoenix, Safari, Shortstop, Sundance, Taurus, Thoroughbred, Titan, Tradition, Vegas, Winchester, Wrangler 0-10% Kentucky bluegrass: Baron, Cheri, Columbia, Monopoly, Nassau, Ram I, 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 II, 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. Source: 1991 Vireini Improvement III - 338 3.33 3.33 Virginia Crop 1992 3.07 GRA VEL AND WIRE MESH DROP INLET SEDIMENT FILTER 19' MIN. GRAVEL *(12"MIN. DEPTH) RUNOFF WATER WITH SEDIMENT Li Li Li °p s v _ SEDIII III) a III WIRE MESH FILTERED 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 BE VDOT #3, #357 OR #5 COARSE AGGREGATE. Source: Va. DSWC III -36 Plate 3.07-2 4' MINI" CLEARANCE PERVIOUS CONCRETE a•. w a, �a • .. U57 WASHED STONE o 0 0 0 0 0 0 0 0 0 0 0 o c 17 4' MN. 4' MIN. WOVEN GEOTEXTLE MINIMUM 4' STONE FABRIC 6 PERFORATED PPE AROLt'D PPE AS SHOWN ON GRADNG PLAN SNARED USE PATH PAVEMENT SECTION PE12VIOUS CONCRETE 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. DETAILS-2 REVISIONS BY �I V14/2022 RESLIBMITTAL TO COUNTY AK 8 4/28/2022 RESLBMITTAL TO COUNTY AK ® 6/13/2022 RESIEMITTAL TO COUNTY AK U Z QC O L \0 LL Q m ON m LL 0 QNa orn Oj CD Ln y oU aL (n cn +— CV �)U)� O a> Q C o LU W LU a LL n c . o_ w N t �.13 22 zQ O V ) i LU J J � � 0 � ON O�co co UCLU0a` Q LU z L11 O0�a� W ^ U �1-�1 < Q U U DRAWN AK CHECKED TBS DATE 11/08/2021 DRAWING 7 OF 13 SHEETS SDP n 000000413 REFER TO SITE PLAN FOR OVERALL FENCING SECTION DIMENSIONS EQUAL 8'-0" PER SECONDARY FENCING SECTION EQUAL (PER PLAN) (FENCE LENGTH / HOLD DIMENSION) (PER PLAN) w w Z WO 0 z w 2�co �w 4 U � Ix wLL ac H- ma O� w LL: mw w� Is ilwill ill I m I—III=11i=III—lil�iillll�lll - 'illlllll�� ill—���= ICI —III_ IT ih ALL WOOD FENCING MATERIAL TO BE WESTERN RED CEDAR STAINED AND ASSOCIATED FENCE •u ' HARDWARE TO BE PRIMED AND PAINTED OR II II . POWDER COATED BLACK STEEL 11" WOOD FENCE ELEVATION SCALE: 1 /2"=1'-0" METAL TOP HEADER FABRIC SCREENING, FROM WIND SCREEN SUPPLY 1"SQUARE ORNAMENTAL PICKETS zo o °D " PIVOTING CANE BOLTS METAL BOTTOM FOOTER SPRINT LOADED CASTER, REF. 06/SP1.2 EXISTING PAVING (10 SECTION SCALE: 3/8"=1'-0" LATCH SIDE PIVOTING CANE BOLTS BUILDING 4" X 4" STEEL POST GATE LOCK AND KNOX BOXY FABRIC SCREENING "BLACK", FROM WIND SCREEN — SUPPLY 2" X 2" STEEL BRACING — 0 iD SPRING LOADED CASTER 2" X 2" STEEL BRACING --- ORNAMENTAL FENCE PICKET 12'-4" 12'-4" 4" RECESS FOR/ GATE PIN GATE STRAP HINGE, WELDED TO GATEFRAME ORNAMENTAL \� _ i FENCE, REF. 08/SP1.1 z� FIELD VERIFY TYPE OF EXISTING PAVEMENT, .I FENCE FOOTINGS BY FENCE CONTRACTOR SWING ORNAMENTAL FENCE GATE ELEVATION Vy SCALE:3/8"=1'-0" F._0.. MAXIMUM SPAN BETWEEN POSTS zx 2s 4" X 4" STEEL POST 1" SO. STEEL TUBE ORNAMENTAL PICKETS FABRIC SCREENING "BLACK", FROM WIND SCREEN SUPPLY CONTINUOUS 1/2" PRE -MOLDED EJ WITH SEALANT AT CONCRETE PAVING ONLY FIELD VERIFY TYPE OF EXISTING 71 PAVEMENT, 111 ` FENCE FOOTINGS BY FENCE .".. Ll CONTRACTOR V-8" PARTIAL ORNAMENTAL FENCE ELEVATION VO SCALE:3/8"=1'-0" 8,_0" MAXIMUM SPAN BETWEEN POSTS q i� X 3" STEEL POSTS :ATED IN DNCRETE PER fRUCTURAL STRUCTION, RAILS ELIDED TO POSTS ACK POLYMER DATED CHAIN LINK :NCING PANEL ITH TAN PRIVACY ATS 07�PARTIAL CHAIN LINK FENCE ELEVATION SCALE: 3/8"=1'-0" CNUbY�1:7�_��7 METALFENCE JAMB TO ACCC METALFENCE NOTE: WAGNER HEAVY DUTY SPRING LOADED CASTER WHEEL ASSEMBLY AND WHEEL BRAKE - GC TO PROVIDE SUBMITTAL. METALFENCE TO BE FABRIC/ ACCOMMODAT CLOSURE JAMI FENCE POST A SCHEDULED PI STYLE CASTER WHEEL FENCE RECEIVER DETAIL 06 SCALE:1/2"=1'-0" (05 SCALE:3"-1'-0" INTERNAL TRUCK ASSEMBLY O 5"x5"x1/2" STEEL ANGLE WITH WELDED GUSSET 2" 1 1/2" 11 5" FRONT VIEW DETAIL 03 i SCALE: 1" SQ. STEEL TUBE ORNAMENTAL PICKET METAL TOP HEADER— DIAG. BRACING WELDED W/ WELDS GRINDED SMOOTH — INTERMEDIATE STEEL BRACING WELDED W1 WELDS GRINDED SMOOTH SPACED EQUALLY METAL BOTTOM FOOT 2" /._. 2" N NOTE: CARRIAGE HOUSING TO BE FABRICATED TO ACCOMMODATE INTERNAL TRUCK SIDE VIEW T YP4 U Hu CANTILEVER SLIDING GATE ELEVATION vL / SCALE: 3/8"=1'-0" REFER POST PLACEMENT TABLE ORNAMENTAL I 8'-0" FENCE TOP RAIL- (MAX. SPACING FOR POSTS) 1 (CANTILEVER SLIDING GATE PLAN 0 SCALE: 3/8''-V-0" STEEL CAPTURE TRACK TO ACCOMODATE WOOD FENCING INTERNAL TRUCK ASSEMBLY FULCRUM/ TAIL POST 5"x5"x1/2" STEEL ANGLE WITH WELDED GUSSET SQUARE U-BOLT ASSEMBLY TO ANCHOR ANGLE TO POST ORNAMENTAL CANTILEVERED GATE FABRIC SCREENING "BLACK", FROM WIND SCREEN SUPPLY ORNAMENTAL CANTILEVERED GATE 1.1 Moil GWIA FULCRUM/ TAIL POST WOOD FENCING PANEL STEEL FENCING POST 03 U. 04� GATE SECTION SCALE: 3/8"=1'-0" TOP VIEW NOTE THE ORNAMENTAL FENCE SHALL BE COLOR "BLACK" SQUARE U-BOLT ASSEMBLY TO ANCHOR ANGLE TO POST FULCRUM/ TAIL POST 5"X5"X1/2" STEEL ANGLE WITH WELDED GUSSET INTERNAL TRUCK ASSEMBLY 4 co z z 7 m 7 ATCH POST GATELATCH FENCE LINE RICHARD I. PC FLORY l of 0 W o cl�(3o� Ln z Ln n W n m LU O Q I— � = Q �m7- Lu ' Q Of 15 �1 Z Q ZO> O LU - > J_ J O > Ucr Ir� W U ~ O co 7 J � � Q J Q U � _ op U DATE: 06/13/2022 PROJECT NUMBER: 20064 REVISIONS NO DATE L DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LATCH/ FENCE spi POST A SITE DETAILS COPYRIGHT © 2021 SDP:m000000413 SHEET 8 OF 13 23.8 5 PLACE ALL IRRIGATION COMPONENTS INSIDE OF PROPERTY LINES SHOWN HERE FOR CLARITY ONLY. ties, LLC. )0-10500 119 STORAGE N/F Bearwood Properties, LLC. P I D: 04500- 00- 00-10 500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE 6 22 49 Asphalt 11t r Ya'luslr-{Ss �Yq• /22 ,Ya"--�---- ,y.=- Asphalt -Sig - - ;•�----- Ic �'-1--------- liIle, �''AE 1Ya' .S Concrete Curb Concrete Asphalt -----r------��__ o0 CIN Existing Building 7 FF=479.62' Heiaht=15.7' 1Ya•PRQ M CONTROLLER - SEE m CALC0 KER WSI0N CONTROLLER NOTE o r 4200 SF II j 1 I a \ r - 1.02 1 3/q' I� Y I 17.1 Z2 L' I Asphalt 1>r2^ v \ ou F6, f I o i I U - - - - - - - - - Asphalt t0 Edge tof Asph It 10 _ Io to Lo N/F Balmun, LLC. PI D: 04500-00- 00-105AO DB. 2223, PG. 458 Zone: HC USE:SHOPPING CENTER Know what'6belOW- 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. 10.0 4 1" J VALVE SCHEDULE 3�4" 1Y4" 7 -' - 7 -- 10_� 10 / 3 \ 16.9 N/F The Luck Group, LLC. P I D: 04500- 00- 00 -106 A 0 DB. 4345, PG. 207 Zone: HC USE: COMMERCIAL/RETAIL NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 Rain Bird LFV-075 3/4" Area for Dripline T02 23.22 33.53 0.43 in/h 2 Rain Bird PEB 1-1/2" Turf Rotor 17.12 32.08 43.1 0.71 in/h 3 Rain Bird PEB 1-1/2" Turf Rotor 16.94 33.43 45.55 0.5 in/h 4 Rain Bird PEB 1" Bubbler 10.00 30.5 41.88 1.7 in/h 5 Rain Bird PEB 1-1/2" Turf Spray 23.78 33.17 53.29 3.03 in/h 6 Rain Bird PEB 1-1/2" Turf Spray 22.37 33.8 56.79 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. -a;fnc syr rn j I I I I I NEW IRRIGATION WATER METER SHALL BE A MINIMUM OF 2' FROM EXISTING WATER METER. I l WM I POINT OF CONNECTION CONTRACTOR TO ESTABLISH IRRIGATION CONNECTION AT 9 EXISTING WATER LINE. IRRIGATION CONNECTION SHALL AT THE a' I EXISTING DOMESTIC WATER LINE UPSTREAM OF THE EXISTING WATER METER. VERIFY LOCATION IN FIELD. I EXISTING WATER METER I II (n �I CRITICAL ANALYSIS Generated: 2022-04-21 12:55 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 ft 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: 6 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: 1.04 PSI Loss for Main Line: 10.39 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backfiow: 8.65 PSI Loss for Water Meter: 2.91 PSI Critical Station Pressure at POC: 56.79 PSI Pressure Available: 64 PSI Residual Pressure Available: 7.21 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 REQURED 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 0' 10, 20' 40' Scale 1" = 20' IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION CITY O ® (ID Rain Bird 1806 ADJ 24 4V 6V 19V Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. 0 OOHE-VAN 12HE-VAN Rain Bird 1806 ADJ 35 ® 10HE-VAN 15HE-VAN Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded Wiper Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet. ® ® 0 ❑ Rain Bird 1806-1400 Flood 1401 20 1401 14M 14N 140E Flood Bubbler 6.0" popup SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY ®7 Rain Bird 3504-PC 26 Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. 0 Rain Bird 3504-PC 26 Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird LFV-075 1 3/4" Low Flow DV Valve Rain Bird MDCFCAP 1 Dripline Flush Valve cap in compression fitting coupler. Rain Bird ARV050 1/2" Air Relief Valve, made of quality rust -proof materials, with a 1 6.0" drip valve box (SEB 7XB emitter box). Use with Installation below soil. The valve will allow air to escape the pipeline, thus preventing water hammer or blockage. Area to Receive Dripline Rain Bird XFS-06-18 XFS Sub -Surface Pressure Compensating Dripline w/Copper 152.6 I.f. Shield Technology. 0.6 GPH emitters at 18" O.C. Laterals spaced at 1811 apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PEB50 5 1-1/2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. w NIBCO Ball Valve 1 Brass, Two -Piece, Full Port, NPT x NPT, T-FP-600A I*)Febco 825Y 1-1/4" 1 Reduced Pressure Backflow Preventer Rain Bird ESP4MEi with (1) ESP-SM3 © 7 Station, Hybrid Modular Indoor Controller. For Residential or 1 Light Commercial Applications. ® Rain Bird WR2-RFC 1 Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter. Ma Water Meter 1" 1 Irrigation Lateral Line: PVC Class 160 SDR 26 1,945 I.f. - Irrigation Mainline: PVC Schedule 40 610.0 I.f. Pipe Sleeve: PVC Class 200 SDR 21 89.3 Lf. Valve Callout Valve Number # # Valve Flow #" Valve Size PSI 25 25 20 PSI GPM RADIUS 25 0.54 15' 25 0.77 20' Z O Q LL Ill Q 0 U) 0 Z Q J EVERGREEN DESIGN GROUP (800) 680-6630 1650 Market St., Ste 3600 Philadclphia, PA 19103 w W w. EvergreenDesi pGroup.com LTH OF 9 i S GIBSON n Uc. No 0406001797 v !� O G 2a CENS� 4 SCq PE Avrl\ DATE. 06/13/22 O U LU O �oa, In } W N M 'Cg OJ tn - �UL(D0r� Q Ucif t 4 ¢m ,-°'ga lowm%%� Z Z 0 > 0 W 1'' J > J_ J � > O � W rr U� r_ W Z J Q J Q U CO U DATE: 06/13/2022 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER U-1 COPYRIGHT © 2021 SDP #000000413 SHEET 9 OF 13 IRRIGATION SPECIFICATIONS I OF''Y I., 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 A 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 21NCHES 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 SUBSTITUTIONS 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 AT A 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 1-112' 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 & 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 60 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 T 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. I c L 0 DRIP CONTROL ZONE KIT SCALE:NTS REMOTE CONTROL VALVE FAN_\4�2Y6" POP-UP SPRAY HEAD SCALE NTS 10 30-INCH LINEAR LENGTH OF WIRE, COILED 20 WATERPROOF CONNECTION (ANY APPROVED) OREMOTE CONTROL VALVE ASSEMBLY OJUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) O5 TOP OF MULCH OFINISHED GRADE-l' BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUB AREAS OPVC UNION (2) OPVC SCH 40 MALE ADAPTER (2) O9 PVC LATERAL PIPE 10 BRICK (1 OF 4) 11 3-INCH MINIMUM DEPTH OF 314-INCH 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 10 30-INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION (ANY APPROVED) O3 REMOTE CONTROL VALVE O JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) O5 TOP OF MULCH OFINISHED GRADE-l" BELOW TOP OF BOX IN TURF AREAS, 2' IN SHRUB AREAS 0PVC SCH 80 NIPPLE (CLOSE) 80 PVC SCH 40 ELL O9 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 FINISH GRADE O2 POP-UP SPRAY HEAD OSCH. 80 PVC NIPPLE (LENGTH AS REQUIRED) O4 SCH. 40 PVC ELL O5 SCH. 40 PVC STREET ELL O6 SCH. 40 PVC TEE OR ELL OPVC LATERAL PIPE 9. 0 CONTROLLER PER LEGEND O2 tYd" ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL O3 SENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) O4 WALL (WHERE OCCURS) O5 120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SWITCH, INSTALL INSIDE STAINLESS ENCLOSURE pC-CLAMPS (TYP.) OCONDUIT(S) FOR 24 VOLT CONTROL WIRES. CLAMP TO WALL. USE 1 CONDUIT FOR 0-24 STATIONS. USE 2 CONDUITS FOR 25-48 STATIONS (DSENSOR CABLES IN CONDUITS (WHERE OCCURS) O9 GROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE NOTES: 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S 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 Iz4: xvvI O2 AUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S INSTRUCTIONS RAIN SENSOR, ROOF MOUNT SCALE: NTS BACKFLOW PREVENTER 10 TO POINT OF CONNECTION - ADAPT AS NECESSARY. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES O BRASS WYE STRAINER W/6O MESH SCREEN OENCLOSURE PER IRRIGATION LEGEND O BACKFLOW PREVENTER UNIT O BRASS UNION (TYPICAL) 60 BRASS NIPPLES (TYPICAL) O7 4' CONCRETE PAD, SLOPE TO DRAIN AWAY FROM BACKFLOW PREVENTER O FINISH GRADE, 2' BELOW PAD O9 BRASS COUPLING 10 PVC ADAPTER AND MAINLINE PIPE 11 12'X12"X24" THRUST BLOCK vJ Z 0 _U IL U LLJ r0- vJ 0 Q J_ Q LLI 0 Z 0 Q C� LL _�A EVERGREEN DESIGN GROUP S GIBBONZ > Lic. No 0406001797 o ' 2'O C,E Ng�c qr. 4 SCq PE APCN� DATE: 06/13/22 O U W O Ln C7 0 Z Ln 1� W OOf J Q V W CD O (� = M Z <co -laa 1-0_\ Z Q z 0 > O U) > J O J 0 Z U) U w w C Ir o 1 W 0 m Z J J 0 � Q J Q U � _ op U DATE 06/13/2022 PROJECT NUMBER. 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LI-2 (800) 680-6630 1650 Market St., Ste 3600 Philadclphia, PA 19103 www.EvergreenDesipGroup.com COPYRIGHT © 2021 SDP #000000413 SHEET 10 OF 13 COVER LIFT NOTCH 12 3/S" WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 1' COMPRESSION x 3/4' OR APPROVED EQUAL 1/8 SEND COUPLING TYPICAL METER BOXES (5/8"-1" METERS) DUAL SERVICE 1' TYPE 'K' SOFT COPPER SINGLE SERVICE 36' MIN. —CORPORATION STOP SAND OR DUST UNDER BOX AND SETTER (2-INCH MINIMUM THICKNESS) NTS FIG. W-7 TD-13 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FLASHED GRADE 18' S�—METER BOX NOTE: ?Vr:::`:K.bs �l�;`_�;ai .'S•;?:x 1) SADDLES SHALL BE USED ON PVC PIPE- 2) NO SWEATED FITTINGS. 3) LATERALS INSTALLED WITHIN EXISTING, OR PROPOSED, MOT RIGHT-OF-WAY SHALL BE INSTALLED IN A 2-INCH PVC SDR-21 OR HOPE DRiI CASING PIPE VDOT SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/81) & 11' METERS) NTS FIG. W-6A TD-10 1D FLUSH VALVE O SCH. 40 PVC EXHAUST HEADER OSCH. 40 PVC TEE OR ELL OCOMPRESSION ADAPTER 60 DRIP LINE OAIR RELIEF VALVE AT HIGH POINT OF SYSTEM (WHERE INDICATED ON PLANS) OSCH. 40 PVC SUPPLY HEADER 80 CONTROL VALVE SUBSURFACE DRIP LINE LAYOUT SCALE: NOT TO SCALE NOTE: SET DRIP LINES 3'-6' AWAY FROM HARDSCAPE SUBSURFACE DRIPLINE CONNECTION SCALE: NOT TO SCALE FLUSH VALVE SCALE NTS SCALE NTS 10 TOP OF MULCH O FINISH GRADE O3 DRIP LINE PER PLAN 40 INSERT TEE OR ELBOW O6 SCH. BO PVC NIPPLE (LINE SIZE) O SCH. 40 PVC TEE (SST) OSCH. 40 PVC SUPPLY HEADER (SIZE PER PLAN) 10' ROUND PLASTIC VALVE BOX OWITH LOCKABLE LID,'CARSON' OR APPROVED EQUAL FINISH GRADE - TOP OF VALVE BOX TO OBE 2' ABOVE FINISH GRADE IN PLANTER AREAS O3 DRIP EXHAUST HEADER 40 BALL VALVE, LINE SIZE Y COILED LENGTH OF LINE OSIZE FLEX HOSE. SOLVENT WELD TO VALVE O6 RED BRICK TYPICAL, 3 REQUIRED O7 6' DEEP LAYER OF PEA GRAVEL 10 BUBBLER PER LEGEND - 3 PER TREE O2 MULCH O3 FINISH GRADEITOP OF MULCH 40 UV RADIATION RESISTANT 112-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O112-INCH FEMALE NPT x 0.49D-INCH BARB ELBOW O6 SWING PIPE, 12-INCH LENGTH O7 PVC LATERAL PIPE O8 1/2-INCH MALE NPT x .4904NCH BARB ELBOW O9 SCH 40 TEE OR ELL 10 EDGE OF FOOTBALL 11 PVC LATERAL LINE - 3/4' BUBBLER LAYOUT nu•nx-xu WERAL LINE -VE a OFINISH GRADE AT 1' BELOW TOP OF BOX IN TURF AREAS: 2' BELOW TOP OF BOX IN 3 SHRUB/GROUNDCOVER AREAS O2 9' ROUND VALVE BOX — WITH LOCKABLE LID 3 O EXTENSION SECTION AS I NECESSARY TO MEET GRADE III I I I II I —Ill —I O PVC MALE ADAPTER III --I 1 I III —III —I 11-1 11- O6 3-INCH MINIMUM DEPTH OF 3-INCH WASHED GRAVEL 5� OB BRASS BALL VALVE (SIZED PER MAINLINE) 0 IRRIGATION MAINLINE BRASS BALL VALVE SCALE:NTS TRENCHING SLEEVING 10 PAVEMENT SURFACE OFINISH GRADE O3 TRENCH BACKFILL O LOCATOR WIRE WIBURIED CAUTION TAPE O6 PVC IRRIGATION LATERAL O6 SAND BACKFILL 0 SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE O8 SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2' DIA O9 SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE 10 PVC IRRIGATION MAINLINE 11 CONTROL WIRES - TAPE TO MAINLINE AT 1 O'INTERVALS 12 PVC CAP, SOLVENT WELDED PIPE AND SLEEVE INSTALLATION SCALE NTS 0POP-UP SPRAY HEAD SCALE NTS OFINISH GRADE OPOP-UP SPRAY HEAD OSCH. 80 PVC NIPPLE (LENGTH AS REQUIRED) 40 SCH. 40 PVC ELL O6 SCH. 40 PVC STREET ELL 60 SCH. 40 PVC TEE OR ELL OPVC LATERAL PIPE __A_w EVERGREEN DESIGN GROUP (800) 680-6630 1650 Market St., Ste 3600 Philadclphia, PA 19103 www.EvergreenDesipGroup.com DATE S GIBBONZ > Lic. No 0406001797 2, SOq PE 0,0N DATE-. 06/13/22 FLORY 0 U w 0 Ln 0 0 q- Z Ln I� >- LLJ n 0-) ul w IY OJ p cif ~ � Q u-C70cv m Q Z Q z 0 > O - > W J0 J 0 Z U) U w w Ir Ir W o 0 m Z J J 0 rr Q J Q U f) _ op U 06/13/2022 PROJECT NUMBER. 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LI-3 COPYRIGHT © 2021 SDP #000000413 SHEET 11 OF 13 411 N /F Bearwood Properties, LLC. PID: 04500-00-00-10500 DB. 1870, PG. 119 Zone: HC USE:SELF SERVICE STORAGE AO Asphalt II 5 AsphaltPVC S'�� 1 ' W � � W W W i• W i W i i Y Wi W WW n W W '��/ y jj II CWoWincb 5' rete AN IIA,phclt Concrete O 4 3M -----F-------I Existing Building FF=479.62' PROPOSED 3 Ij i v CALIBER COWSION 4 o 0 t9,200 SIF II Y it i i I W W II i Ii W W W i/I 1 ❑ o I W W i s t ASph y p W II W i W C f!! Y i✓ .. F U c I a U yr W IW 1W WI}i W a, GM TREE PROTECTION 6 FENCING i Asphalt i W i Ed a I f As h It T PT i W W i i W T P- T i i W W W W W i W W W r i i W Y i W i i i i W Y i W i i Y Y WW W W i i �i W i i i W W W Y i Y W i W i i W Y W i W i Y W i i i i i W +i i W W i W i W W W W W W W W W W W a i i W W i i W W W W i W W W W i i i i W /nt1 W W i W i/ W W EXISTING TREE LINE. NONE OF THE TREES WILL 8N BE REMOVED FROM THE PROPERTY DURING CONSTRUCTION AND THEY WILL BE PROTECTED FROM CONSTRUCTION ACTIVITY WITH TREE PROTECTION FENCING. N F / N F Balmun, LLC. The Luck Group, LLC. PID: 04500-00-00-105AO PID: 04500-00-00-106AO DB. 2223, PG. 458 DB. 4345, PG. 207 Zone: HC USE:SHOPPING CENTER Zone: HC USE: COMMERCIAL/RETAIL Know what'sbelow' Call before 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. I � I j I II I i II II " EXISTING IFI UNDERGROUND WATER LINE I 31.2 II cV �N � NoN yry C3 Li 3 a- C " CO I 2 wad. J j z v W V) it I 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 *NO TREES WILL BE REMOVED FROM THE SITE DURING CONSTRUCTION 0' 10, 20' 40' Scale 1" = 20' PLANT SCHEDULE LARGE TREES CODE BOTANICAL / COMMON NAME CALIPER ROOT HEIGHT 0 AN Acer saccharum'Newton Sentry' / Newton Sentry Sugar Maple 2.5" Cal. B&B 10'-12' MEDIUM ,�TREES CODE BOTANICAL / COMMON NAME CALIPER ROOT HEIGHT �a�' AO Acer rubrum'October Glory' / October Glory Red Maple 2.5" Cal. B&B 10'-12' SHRUBS CODE BOTANICAL / COMMON NAME CONTAINER GM Buxus x 'Green Mountain' / Boxwood Cont. w 24" at the time of planting TS Thuja occidentalis'Smaragd' / Emerald Green Arborvitae 6* min. B&B SOD/SEED CODE BOTANICAL / COMMON NAME QTY W W I FK Festuca arundinacea 'Kentucky 31 ' / Kentucky Tall Fescue Sod 8,822 sf 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 +1-0.1' 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. I. 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 JOSSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. S. 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 1-1Q' 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 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. 12 QTY 5 SPACING 36" o.c. 37 As shown 3 EVERGREEN DESIGN GROUP (800) 680-6630 1650 Market St., Ste 3600 Philadclphia, PA 19103 www.EvergreenDesignGroup.com �PVTH OF �i oLic.NoO406001797 Vkc YO PE Aq�c DATE- 06113/22 0 LU OIn (^ V CD v n >-LU M Lu O LL Q Lr) 0 I- U�,4 � Z Q Z0> O < J > W J_ J O > UCc� W W Ir W o ~ mz0 J 0 01: Q J Q U � _ op U DATE: 06/13/2022 PROJECT NUMBER. 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER LP-1 COPYRIGHT © 2021 SDP =000000413 SHEET 12 OF 13 I OF''1 I'/ 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 I 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 1.12" 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 EMENDING 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 1-1/2" 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 I F IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT O 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 T S O 00 O 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 1" S. 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 3l4" 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 70 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 3/4-INCH 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: V LONG GREEN METAL T-POSTS. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOUS 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. S. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-112 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. TURFHYDROMULCH MIX (PER 1,000 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 30) METHODS CELMIX 60# ULOSE FIBER MULCHEER 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 IT 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,DD0 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 III. "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,DD0 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 12 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. I. SHOULD ANY CONFLICTS ANDIOR 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. (D ROLLED -TOP STEEL EDGING PER PLANS. OTAPERED STEEL STAKES. O3 MULCH, 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 V BELOW FINISH GRADE. 3) 1TOP OF MULCH SHALL BE - LOWER THAN TOP OF EDGING. STEEL EDGING SCALE: NOT TO SCALE OPENLANDSCAPE PARKWAY / TO 10'f ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE TREE PROTECTION FENCING SCALE_ NOT TO SCALE Oj TYPICAL WALKWAY OR PAVING OTREE TRUNK OTYPICAL SYMBOL FOR LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. O TREE CANOPY OTYPICAL PLANTING AREA OTYPICAL CURB AND GUTTER STAKING EXAMPLES (PLAN VIEW) } PREVAILING WINDS } PREVAILING WINDS OATREE PLANTING SCALE: NOT TO SCALE X �- v 2X 2X OTREE CANOPY. O2 CINCH -TIES (24" BOX/2" 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. O3 24' X 3/4" P.V.C. MARKERS OVER WIRES. OGREEN STEEL T-POSTS. EMEND POSTS 12' MIN. INTO UNDISTURBED SOIL. O5 PRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. O6 TRUNK FLARE. O7 MULCH, 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. OSHRUB, 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. OBACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 0 UNDISTURBED NATIVE SOIL. O3" HIGH EARTHEN WATERING BASIN. OWEED FABRIC UNDER MULCH. SHRUB AND PERENNIAL PLANTING SCALE. NTS vJ Z O H Q U_ LL U Lau u1 'L' 0 Q Z rQ VJ Q Lu 0 LL] LL a !0!n vJ 0 ,Z Q J _�A EVERGREEN DESIGN GROUP Z S GIBSON > UC. No 0406001797 o ' S�,q PE APCN� DATE-. 06/13/22 I_ Q W O Ln C7 0 Z Ln n W n m V W OJ 0 of X - N Q V' W O cv � M Z Q m - a a 1-0_\ Z Q LO > 1 Q J > J_ O> Z (n W W c `/ • V Z OJ J_ Q op U DATE 06/13/2022 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 www.EvergreenDesipGroup.Com COPYRIGHT © 2021 SDP ':�000000413 SHEET 13 OF 13 Khristopher Taggart ARB Approved Plan June 24. 2022 Digital Signature I 4 114'-0" ERIFY T.O. MANSARD h 100'-0" F.F. � FRONT ELEVATION 01 )SCALE: 1/8" = 1'-0" h 114-6" (VERIFY) T.O. EAVE 100'-01, F.F. REAR ELEVATION O2 "SCALE: 1 /8" = 1'-0" BE PAINTED PT3 114'-6" ERIFY T.O. EAVE F.F. (VERIFY) 1ANSARD 100'-0" F.F. GENERAL NOTES: 1. ALL EXISTING EXTERIOR MATERIALS TO REMAIN. 2. CONTRACTOR TO VERIFY IF FIRE RETARDANT PLYWOOD BACKING FOR SIGNAGE IS NEEDED. 3. REFER SHEET A1.5 FOR FINISH AND MATERIAL DESIGNATIONS. 4. ALL EXTERIOR SURFACES TO BE PAINTED PER EXTERIOR ELEVATIONS. PAINT EXTERIOR (HM) DOORS TO MATCH ADJACENT PAINT COLOR. PAINT DOWNSPOUTS AND METAL COPING PT-9. 5. REPLACE ALL DAMAGED OR MISSING GUTTERS & DOWNSPOUTS. FINISH LEGEND: PT3 NOMADIC DESERT SW 6107 rP-T-51 KILIM BEIGE - SW 6106 PT9 TRICORN BLACK SW 6258 LOW SHEEN - ULTRADEEP BASE KEY NOTES: Az.10 A2.20 A2.30 A2.100 A2.110 A2.120 A2.130 A2.140 SIGNAGE (BY OTHERS). EXISTING METAL GUTTER AND DOWNSPOUT, REPAIR AS NEEDED, PAINT RECAULK EXISTING WINDOWS EXISTING STOREFRONT / GLAZING NEW OVERHEAD DOOR. EXISTING METAL BUILDING ROOFING. EXHAUST AND AIR INTAKE (REF. PAINT BOOTH SHEETS). EXISTING METAL COPING, PAINT EXISTING WALL MOUNTED LIGHT FIXTURE EXISTING SECTIONAL DOOR TO REMAIN. EXISTING METAL PANEL, PAINT EXISTING ELECTRIC METER EXISTING GAS METER WALL LOUVER, REFER DETAILS 15,16/A6.1 AND MEP FLORY 1-2 0 W O In C7 0 t- �I>- wNrn Ii 0 ~ LU Q =LLUOry U Q ¢m°'Jaa �\ Z Q ZO> O I- W J > J_ J0> O U�� wU~ m z O J 0 rr Q J Q U�U m DATE: 01 / 16/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER A200 EXTERIOR ELEVATIONS COPYRIGHT © 2021 BOOTH VENT STACK CURBS TO BE /IDED BY THE GC REF. MTL. BLDG. :0:1 REFER METAL MASTIC TAPE CONTINUOUS 1/4" SEALANT SUPPORT FRAMING — CAP 4-- ROOFING AS SCHEDULED I I I I ROOF JACK PIPE FLASHING AT MINOR RIB JACK NEOPRENE ROOF JACK TO BE SUPPLIED BY GC VENT PIPE CONTINUOUS SEALANT ROOF PANEL AS SCHEDULED FJACK ROOF JACK PIPE FLASHING AT MAJOR RIB 03 � BOOTH VENT CURB (TYPICAL) (02 � VENT BOOT (TYPI SCALE: 1 /2 - 1 -0 ) SCALE: 1- 1 0 0 INSTAL CURB, AND MI 01 ROOF PLAN: 1. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE LOCATIONS. REFER 02/A1.2 ROOF PLAN 4NEL SCREEN MATCH i BUIILDING ZF,ALTg O RICHARD FLORY O U LLJ O In C7CDt- } W N a) LLJ O ~ Q � =LLOOry � tu-M Z I � O> Qm.iaa j Z Q ZO> O - Q W J > J J � > Lu W wU~ mz0 Q�Q UU W DATE: 01 / 16/2021 PROJECT NUMBER: 20064 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER Al 02 ROOF PLAN AND DETAILS CALE: 1 /8" = V-0" COPYRIGHT ©2021