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HomeMy WebLinkAboutARB202000034 Plan - Submittal (First) 2020-03-171 AT VALVOLI NE I NSTANT a L CHANGE 100 VALVOLINE WAY LEXI NGTON, KY 40509 CONTACT: JASON HUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT aVALVOLINE.COM 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH45342 CONTACT: TELLY SCHW ETERMAN PHONE: (937) 401-3413 EMAIL: SCHVMETEPA4A1\k&_CESOINC. COM CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PRIVATE SITE IMPROVEMENT PLANS FOR CESO CONSTRUgn� VALVOLINE INSTANT OIL CHANGE 0 ���, VALVOLI NE I INSTANT OI L CHANGE 100 VALVOLINE WAY LEA NGTON, KY 40509 CONTACT: JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@vALVOLINE.COM &LIre" IIL" CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MI WARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOW NG FORMAT: C CIA/C C - ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 W ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 1-TeTa A IG PARCEL OWNER: TM: PARCEL ID: ADDRESS: PROPERTY AREA: ZONING: EXISTING USE: PROPOSED USE: FLOODPLAIN: DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST STREET INTERSERCTION BUILDING SETBACKS FRONT: SIDE: REAR: PARKING SETBACKS/REQUIREMENTS GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970-3812 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 COMMUNICATIONS: EMBARQ/CENTURYLINK CUSTOMER SERVICE: (434) 974-6928 FIRST GOLD LEAF AND TRUST 45-111C 04500-00-00-111 CO GANDER DRIVE CHARLOTTESVILLE, VA 22901 49,546.90 SQ. FT. (1.14 AC.) HIGHWAY COMMERCIAL (HC) UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE 10, 0' 0' FRONT: 10, SIDE: 0' REAR: 0' STALL DIMENSIONS: 1O' X 18' MAXIMUM BUILDING HEIGHT: MAXIMUM SQ FT COMMERCIAL USE: PERCENT & ACREAGE OPEN SPACE: MAXIMUM IMPERVIOUS COVER: PARKING CALCULATION: TOTAL PARKING SPACES: ADA PARKING SPACES: 89.80' 51.53' - 123.78' 82.50' 14' 27.7' - 22' 31.6' 1 O' X 18' 65' 28.9' 22,533.90 SF (LEASE AREA) 51.3% (0.580 ACRES) 48.7% 10 1 10 1 CHARLOTTESVILLE, VA 22901 MARCH 2O20 SHEET LIST TABLE CIVIL DESCRI Pl ON C1.0 TITLE C2.0 EX CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADI NG PLAN C5.0 STORM DRAT NAGE PLAN 06.0 UTILITY PLAN C7.0 CONSTRUCTION DETAILS C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L2.0 IRRIGATION PLAN TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE: VACANT 'r:Z•lJxi��I�y_� IIIIII_�:�D_1 GANDER DR F_ — — I TM 45-11 A TM 45-11 C PLANTERS BANK &TRUST FIRST GOLD LEAF ID TRUST COMPANYOFVIRGINIA ZONING ZONING: HC PARCEL ID: 04500-00-00-111A0 PARCEL I D: 04500-p00-111 CO USE: BANK U.S. ROUTE 29 SEMI NOLE TRAI L VARIABLE WIDTH R(W ABUM NG PARCEL MAP 1"=109 TM 45-11 OC FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER TM 45-110 PTAP I NVESTMENTS LLC & APTAP I NVESTMENTS LLC ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER © 2020 Microsoft Corporation C 2020 DigitalGlobe CCNES (2020) Distribution Airbus DS • LOCAflON MAP NO SCALE VICINITY MAP NTS SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 MFELDBUSCH@USSURVEYOR.COM CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. BENCHMARK ELEVA-nc" DESCRI P ON BM #1 459.30' NW CORNER OF PARCEL B BM #2 456.52' SE CORNER OF PARCEL B * VERTICAL DATUM: NAVD88 va §91mom FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMVENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 0 U) E 0 0 Ln w 07 w Of w z U) a 3: 0- w a w w 0-1 J Of Q w z z p N � Z O O N N 1J J Q i z r U� - J J J O Cn LJ z 0 U) z= Q LLI v Z_ W Ii o J Q Q >w 0 z Q 0 2020 CESO, INC cam. ZACHARY DAVID FRESHNER L i c. No. 0402060785 �J �w ��sSIONAL �G� Project No. 757280 Scale AS N= DrawnBAB Checked TJV Date 03.06.20 Drawing Title TTLE Drawing No. C1.0 TOC=459.54' Q 4Q ` �\ INV=455.51' Qv oV10� =� Q 0 DC o� / P.O. B. / P.O.C. LEASE gsOtiq� r F ljj� 79,W#1 T / 4y9 FOUND 112'RE9,4RW1 L/NCaNC,4P P . 0. B . / l//RG/N/4 ELEC. D RWEOB392RESMT S65,1 j / /S 2�4.00, LEASE N/F PGS52 3 16 ; h N� �� W PLANTERS BANK & TRUST COMPANY OF VIRGINIA Q BK 4659. PG 32 FOUND>/2"REBARtV1 / PARCEL#04500-00-00-1 1 1 A0 qSA L/NCOLNCAP / 3S .. F' I S FOUND 1/2"REBAR sr 4 WIZINCOLN CONTROL CAP LE ERU/CE '� 9 1 �R 39'(�/ / a ♦ / PGS294� / 2 2 4 6 1 / •,, : �� / CITY 49 ryh moo/ o�� l�H/LO ESU/LLEE MT \ �• w w F 49'( o / N� 9 VACANT TELE. CO. ESMT = NQ BUI LDI NGS AT T1 OF SURVEY 453 LEASE v 454 90 Sq. Feet � 02 Acres / TOC=456.94 / ' LAT,38°0927' N \ J� INV N=453.09' / LONG: 78°2905" W `- INV S=453.03' Q C0' FOUND 1/2"REBAR / • / TOC=453.15' \ ZINC O CAP INV=439.82' \ W TOC=456.95 4jb 4 INV=441.75' CO Q c ,2a FIRST GOLD LEAF LAND D TRUST L W BK 4659. PG 32 446 \ �rSq,L ro PARCEL#04500-00-00-1 1100 446��� c x 5Q / co "N C/TYOF H4R Nam' �441a TOC=456.64Az E ' INV=446.69' SSl4/ESMT OUND 1/2"REBARly/ 9 c997 L/NCOLNCAP a8T . I I / l I "' in P ALBEMARLESERVICEAUTHOR/TYESMT OB 4332 I O PGS \ PGS294 IOC-453.93' 514G TOC=456.76 INV=449.91' � pRiyF PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-111C0 49546.9 SQ. FT. 1.14 AC. L2 M N 30-35'40" E 18.55' L3(R) N 24`44' 19" E 15.37' L4 M N 24°42'36" E 1 15.41' 20 0 20 40 1 IM61iii6pi"', I I �-M" GRAPHIC SCALE (IN FEET) �\ -51vS S AS/° SO , 6 ,,OF S°9 I /V F 4R/N SO 36 ,, 9,5 ? ( 1 \ N/F 19,5 \ PTAP INVESTMENTS LLC ET AL �8'�M BK 4659. PG 32 PARCEL#04500-00-00-11000 c/P ALBEM,4RLEDEEDESMT LINE BEARING DISTANCE O94B59 c/p L1 R N 30°32'19" E 18 56' 106532 INV=437.73' z DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDIC110N, AND ALL UTILITY PROVIDERS LOCATED ON -SITE AND IN THE RIGHT OF WAY. 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULA11ONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UP LITI ES, ETC. SUCH THAT THE IMPROVEMENTS SHOM ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTTCHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL Tl MES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7. CONTRACTOR MAY LI MIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SI DEWALK LIMITS OR TO ENS IING JOINTS. 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUC110N. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCII ON FENCE, SIGNS, EFC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURA110N OF THE PROJECT. 11. EXTENT OF DEMOLI11ON WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DI RECTI ON OF THE ENVI RONMENTAL ENGINEER 13. FEDERAL, STATE AND LOCAL CODE REQUI REMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR 15. DEAD SEWER CONNECTIONS OR MAI NS BEI NG REMOVED SHALL BE REMOVED TO THE RI GHT-OF-WAY (UNLESS PLANS OR UT1 LITY OWNER SPEC FY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16. ALL TRENCHES, HOLES AND PITS RESULT NG FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFIH ED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMVENCI NG WITH ANY EXCAVATION OR DEMOLITION. O CODED NOTES. 1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY. 2. PROTECT EXISTING CURB TO REMAIN. 3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. 4. PROTECT EXISTING UTILITY LINES TO REMAIN. 5. PARKI NG SPACE TO REMAI N. LEGEND DGSTING FEATURES LEGEND APPLIES TO ALL CIM L SHEETS RIGHT OF WAY LINE PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE EASEMENT LINE CURB EDGE OF PAVEMENT - EDGE OF WALK PAVEMENT MARKINGS S7M - STORM SEWER SAN - SANITARY SEWER WATER LINE w GAS LINE G OVHD ELECTRIC LINE CHE UGND ELECTRIC LINE UGE UGND TELECOMM LINE UGT - 100 - MAJOR CONTOUR - - 102 - - MINOR CONTOUR - nnnnnnnnnnnnnnnnnnnnnnnnnnnnr GUARDRAIL NO BUI LID AREA MONUMENT FOUND coo® CLEAN OUT ® MAG NAIL FOUND ®o STORM DRAIN MANHOLE BENCHMARK SEWER MANHOLE III►wi WATER VALVE o TELEPHONE BOX o WATER METER TELEPHONE MANHOLE HYDRANT Tc TELECOMMUNICATIONS PEDESTAL roc H FIRE DEPARTMENT CONNECTION M)POSED REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS REMOVE AND DISPOSE OF EXISTING CURB LIMITS OF DISTURBANCE va $�.com ftz� FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMVENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO W99.638011114.4610 co N o I AN U) C 0 E S 0 0 .N 1-- W rn w W w Z U) a 3: J W d � w w J W g z Z 0 N - O Z T- O W N N (D z > Q U> � J J J 0 T U) W � � z Q ~ 0 J WU ZW OQ > Q >W 0 Z Q 2020 CESO, INC o ZACHARY DAVID FRESHNER L i c. No. 0402060785 SSION.AL E�G Project No. 757280 Scale AS N= Drawn BAB Checked TJV Date 03.06.20 Drawing Title EX. CONDIIONS & DEMOLM ON PLAN Drawing No. �) CL.0 Oo i VIRGIN14 ELEC. p coPWERESYT 65,E S 24 44p0, OB 3925 3> 6� 1., g W PGS 52 ^. S ° 6 7So, S 6 ` ` 4, / 6° ALBEMA LE -P'V E AU OR TYESMT R24.00 \ -1 OB 4332 Q� PGS29V 20.00 R3.50 5 24.00 (TYP. ) �cC C/TY F i � ^O CHA L O ES!//CLEF MT j D 4936 16.00 / 4� q CENTRAL TELE. CO. ESMT = OB3999 6 43.00 / 5.E kI PGS 999 / 89.80 8 / 5.00 VIOC N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 PARCEL#04500-00-00-111A0 qSp Z2.25V. A0 " R10.00/ S 6 9 S0' ti ACCESS AGREEMENT ALLOdVS VALVOLINE TO USE STREET 39.00 PARKI NG N� R / N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1 1 100 33.42 AL BEMARL E SERVIC,EAUTHOR/TYESMT OB 4332 PGS294 5.50 b \ J D s N 6,5-,50,F 7qR�H B 36'' 9S 2'6? I/ \ L N/F J9S LAND TRUST PTAP INVESTMENTS LLC ET AL' 08'�M / 165 BK 4659. PG 32 )-00-111C0 PARCEL#04500-00-00- 1 1000 ,Q. FT. �C. ALBEMARLEDEEDESMT LINE BEARING DISTANCE 1094959 \ L1 R N 30-32'19" E 18.56' PGS32 ?� \ L2 M N 30-35'40" E 18.55' \ \ IVL3 R N 24-44' 19" E 15.37' \ L4 M N 24-42'36" E 15.41' - \ \ 20 0 20 40 GRAPHIC SCALE (IN FEET) Q CODED NOTES: 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' 5. PROPOSED PAVEMENT MARKINGS. 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN 10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS. 11. LIGHT POLE BASE, PER UTILITY DETAILS. 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO CONSTRUCTION DETAILS AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. X m C A >B� FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMVENC,E, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. SITE PLAN GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O. S. H.A STANDARDS. 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT AIL AREAS WHERE FALL PROTECTION IS REQUIRED. 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL PAVEMENT MARK NGS AND STRI PI NG SHALL COMPLY W T-I THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNI FORM TRAFFIC CONTROL DEVICES. a. LANE LINE: 6" V\HIT E b. PARK ING STALLS: 4" WHITE C. STOP LINE: 24" WHITE d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARK NGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED V'V1-TIT=. e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WTH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11. ALL LIGHT POLES TO BE LOCATED Z FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURI NG CONSTRUCTION SHALL BE REPLACED. 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERAASE NOTED. 14. HANDICAP REQUIREMENTS SHOWN ON THE DRAW NGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE W TH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS W TH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY O/VNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. 16. ALL CURB RADII TO BE 9, UNLESS OT HERW SE NOTED ON PLAN. LEGEND BASTING REFER TO EX CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING FEATURES LEGEND PROPOISM BUILDING CONCRETE CURB PAVEIVENTMALK 11 7.00 24.00 5 cryp.) 7 10.00 / (TYP. ) 18.00 R6.00 ° a (TYP) 11.00 � 5.50 O O6 R2.50 CONCRETE CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT ASPHALT PAVEMENT O7 PARKING SPACE COUNT ® DE I ECTABLE WARNI NG MAT. ELECTRIC POLE o CONCRETE BUMPER BLOCK 16.00 14.00 /a 4000 5.19 6.00 50 4 �� ° a 6 O 2.00 / -,5.50 4 4i° a / 5.00 j a / / a 11.50 8 43.00 / / o/ 5.00 / a c/ / / 5.50 4 a VICIC / 3 GANDER DRIVE / 1 // A = 2,080 SF; H = 28'-11" ;/ 16.00 4 / R12.00 _ -� / / 5.00 / / / °/ 8 o/ / 43.00 24.00 / 4 a / 5.00 / 13 14 4 10 a a 6.00 // ;� 5.00 a a 8.00 g. a 3 L 7 12 10.00 O 1 4 R2.50 11 ENLARGED PLAN: ACCESSI BLE PARK NG AREA 1"=19 4 a a 911 CESO �rrr.s�ss�ss.ssr 0 0 N O 0 0 0 U) E 0 0 U) W U) w Of w Z U) a 3: J W a w W W W J W Q W Z Z 0 N Z V_ N w Z LI Q LJ = J 0 J 0) Ow z~ a° 0) Q z = Lu v z Lu J > o Q J > Lu 0 z Q 0 2020 CESO, INC F,ALTHOF TI�$' c� ZACHARY DAVID FRESHNER L i c. No. 0402060785 �J �w ��sSIONAL ��� AT Project No. 757280 Scale AS N= Drawn BAB Checked TJV Date 03.06.20 Drawing Title Drawing No. C) .O _Z� O 8 / S lg W PLANTERS BANK & TRUST COMPANY OF VIRGINIA �Q BK 4659. PG 32 /^� S PARCEL#04500-00-00-1 1 1A0 qSp h S ♦ °IS TC 4=458.06 y�CT / e •� \ 16, BC=457.56 TC=458.26 4.01 TC=457.04 F 7 ♦ (R \\, BC=456.54 S4 ♦ ) _ -- �, � 39 � TC_458.49 ' BC=457.99 TC=456.90 �M i O BC=456.40 �S ♦ S /� 6 . TC-- 458.76 6 1 TC=456.54 TC=456.52 3 4 BC=458.26 v o p / BC=456.04 BC=456.02 F ♦ �"1 , / h 4.0 ,, � 0 3 ,� ♦ �`� O Q 6 W F 91 �O 20 0 20 40 i6.64' 5.69' h ° TC=456. o D� TC=458.94 �C hh 455.58 BC=456.18 C° BC=458.44 TC=456.52 TC=456.98 TC=457.72 TC-456.98 (M.E.) �c-,, / N ' / / BC=456.48 BC=457.22 TC=458.19 BC=456.48 (M.E.) GRAPHIC SCALE (IN FEET) O� BC=456.02 4Sj W / �. 1 BC=457.69 OBI 4 / cV TC=456.63 TC-456 67 - � TC-456 77 ryD� 3 .� BC=456.13 TC=457.93 � BC=456.17 BC=456.27 0 CODED NOTES: 9¢ � �Wq / _ BC=457.43 �� 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER TC=456.93 / TC=457.75 BC=457.25 TC=457.00 LENGTH NOTED IN PLAN) 4'S3 BC=456.43 TC=456.94 / 457.14 BC=456.50 � / N° BC=456.94 / 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO N CONSTRUCTION DETAILS !� TOC=456.94' S� INv N=453.09' BC=456.94 / VIOC 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL 455.89 M.E. `- INv S=453.03' / / j TC=456.94 ( ) GANDER DRIVE \ , 456.44 � THIS SHEET. 1 BC=456.94 'IeTC=456.94 / A = 2,080 SF; H = 28'-11" / 456.68 456.78 �N TC=456. �`� BC=456.44 / FFE=457.04' / TC=456.83 ' BC=456. �, / / / BC=456.83 ��* 455.54 (M.E.) EXISTING CURB Cl) EXPOSE BACK OF CURB 6" - .1sl � TC=456.94 � 'ILANDSCAPE / / O� 2:1 ROCK (F DEPTH) TC=457.09 / BC=456.94 o c BC=456.59 TC=456.94 TC=456.53 TC=455.56 o� / BC=455.06 TC=456.89 / o Co BC=456.44 BC=456.03 q / \ BC=456.39 / / 1 //�� \ TC=455.34 TC=456.93 \ / PROPOSED _ / FIRST GOLD LEAF LAND Tf CURB TC=456.47, \, �., \, TC=456.83 TC=455.40 WENDELL W WOOD, TRUS EXISTING CURB TO PROPOSED CURB TRANSITION BC-4 7 \ 1► 456 TC=456.93 / / BC=456 33 O BC=454 90 ^� 46 55.9 \ BC=456.43 -� BK 4659. PG 32 \ / Fo r� TTC=456.83 TC=456.83 454.78 (M.E.) PARCEL#04500-00-00-1 =456.35TC=455.19 BC=455.85 , BC=456.33 BC=456.33 BC=454.69 o / co _cV \\ `7s6 CO TC=455.07 TC=455.09 I �^ N 6S. 70, qss NO-B BC=454.57 BC=454.5� TC=455.88 455 454.43 454.55 (M.E.) r BC=455.38 .N TC=455.14 / BC=454.64 / m TC=455.20 BC=454.70 TC=455.20 BC=454.70 'i / \ TC=454.83 3 \\ D 455.41 ..TC=455.31 (M.E.) (ME) NO -BUILD AREA �/p \ \moo \ BC 454.81 (M.E.) 6S BgS7S l / / \. ♦ SO 3Op 6', \ \ 6Soso , u PARCEL B \ ' �' `(RJ / / / / � N/F \ N/F �9S 0 Ah / / FIRST GOLD LEAF LAND TRUST % PTAP IN LLC ET AL 8 BK 865. PG 165 < BK 4659. PG 32 M) 04500-00-00-11000 / PARCEL#04500-00-00-111C0 PARCEL # 49546.9 SQ. FT. ♦ / // 1.14 AC. ♦ % / LINE BEARING DISTANCE c/p L1 R N 30'32'19" E 18.56' / L2 M N 30-35-40" E 18.55' L3 R N 24'44' 19" E 15.37' _ - L4 M N 24'42'36" E 15.41' N.T.S. TC=457.72 TC=455.56 TC=455.34 TC=457.04 BC=457.22 W TC=457.93 I I G S BC=456.54 GAS BC=457.43 =456.94 TC=456.94 TC=456.53 BC=455.06 BC=454.84 TC-457.45 - BC=456.44 BC=456.03 � TC=457.67 _ 1 I I TC=456.93 BC=456.95 I --I jV - - BC=456.43 BC=457.17 Q TC=456.81 O TC=456.68 / 457 TC=457.64 J 4 BC=456.24 BC=456.14 / I I BC=457.14 g TC=456.68 457.64 457.14 .83 TC=456.15 BC=456.18 ¢ ° 457.34 .33 BC=456.15 TC=456.43 TC=455.19 I I TC= " 457.14 456.55 TC=456.68 TC=456.98 TC=456.68 TC=456.04 BC=455.93 BC=454.69 BC=456.05 BC=456.18 BC=456.48 BC=456.18 BC=456.04 11 I -� TC=455.07 456.78 BC=�454.57 I TC=456.55 04 m SW-45692 456.44 BC=456.05 I Z 455.96 TC-455.14 I - SW=457.04 456.93 SW 457.04 456.89 456.78 Cn TC-456.83 456.12 ��� BC=454.64 �� i FFE = 457.04' P�BC=456.33 �.l..i C- 56 83 C- 56 $� TC=456.93 TC=456.94 roll TC-456.94 T -4 T -4 .74456.68 BC=456.94BC=456.94 BC=456.83 BC=456.74 ENLARGED PLAN: SOUTH PAPA NG AREA - - - - - - - - - - - - - _ - - - 1"=10' ENLARGED PLAN: NORTH PARM NG AREA & TRASH ENCLOSURE 1"=10 LEGEND ENnNG REFER TO EX CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PRCPOSED BUILDING 320 MAJOR CONTOUR 322 MINOR CONTOUR STM STORM SEWER co CLEAN OUT o DOVvINSPOUF CONNECTION MANHOLE CURB INLET CATCH BASIN FINISHED GRADE ELEVAMON TG--XXXXX TOP OF CURB ELEV. BC=XXXXX BOTTOM OF CURB ELEV. TOP OF SIDEWALK ELEVATION (M.E.) MATCH EXISTING ELEVATION TC TOP OF CURB BC BOTTOM OF CURB xxx0/° - SLOPE ARROW A GRADE BREAK GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLI NE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICI PALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PFJORTO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) V RII NG DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFI LL IN NW 6' LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROOF/FOOTING DRAT N CONNECT ONS TO ROOF LEADERS AND TO STORM DRAT NAGS SYSTEM. 7. TOPSOI L SHALL BE STRI PPED AND STOCKPI LED FOR USE I N FI NAL LANDSCAPI NG. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BESET TO ELEVATIONS SHOWN. SET ALL EXIST NG MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAI NS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE ATOLERANCE DIFFERENCE OF 6'+/- DEPENDING ON FIELD CONDITIONS AT THE TI ME OF THE FI R D SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OVITIER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAVN NGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION V\HERE POSSIBLE AND/OR AS NOTED ON DRAV\A NGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT ANDIOR GEOTEC HNICAL ENGINEER 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCl10N AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PRONADE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS VUTH THE ARCHITECTURAL PLANS. 20. ALL ACCESS BLE PARK NG SPACES TO HAVE A MAXI MUM SLOE OF 2% 1 N ANY DI RECTI ON. 21. ALL SI DEWALKS, PATI O AREAS, AND ACCESSI BILE ROUTES TO THE BUI LDI NG ARE TO HAVE A MAXI MUM CROSS SLOPE OF 2% AND A MAXI MUM LONGITUDI NAL SLOPE OF 5%, UNLESS I N AN APPROVED ADA RAN/P. 22. CONTRACTOR TO FI ELD VERI FY PROPOSED AND EXISTI NG GRADES, SLOPES, ETC., FOR PROPOSED ACCESS BLE PART/ NG AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FI El D OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRI OR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVO INE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO CONIVENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES \A HI CH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO �/�i>.liill!!.!!• o N o I ME U) C 0 S 0 0 .N I- w rn w W w z U) Q 3: J w d w >w CO J w Q z z p N T O z V_ w N Z Q = U> � J J �U) - 0 T w � � Z Q0 ~ J � V c Z = wU Z W J > w 0 Z Q 2020 CESO, INC op o ZACHARY DAVID FRESHNER L i c. No. 0402060785 SSION.A,L V Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title Drawing No. C4 _Z� S ?4 6100, / h Ig W PLANTERS BANK & TRUST COMPANY OF VIRGINIA �Q BK 4659. PG 32 S PARCEL#04500-00-00-1 1 1A0 6S° / gSAtigC S � / 141 - 9 4 �S117S 0'' h / 1 M Aj/ / o /,�,/ h • 4 \ �S4 �o � w F 9 , �/ 0 20 0 20 40 19 cam/�� GRAPHIC SCALE (IN FEET) c� y - /N CODED NOTES: 1. 2" FORCE LINE. SEE PLUMBING PLANS �3 y4 459 494 / 3 \ o / 2. WYE CONNECTION / 14.03'-12" STM @ 1.00 /o. ti� 3. 6" DOWNSPOUT PIPE !,�• TOC=456.94' / / / / / �• v / S� INV N=453.09' / VICE / 1 �• `- INV S=453.03' GANDER DRIVE 1 A = 2,080 SF; H = 29-11v' / 1 / / 10.02'-12" STM @ 6.75% / - p, Cl) / STORM WATER MANAGEMENT FACILITY UNDERGROUND / .�W DETENTION : � / ADS STORMTECH SC-740 UNDERGROUND DETENTION CHAMBERS / \ 8 / / / SYSTEM / o q STORAGE VOLUME =1,872 CF CO / �� qW PROPOSED UNDERGROUND DETENTION SYSTEM RELEASES TO EXIST NG BI O-FILTER AND SHALL ACCOMMODATE STORMWATER MANAGEMENT REOUI REMENTS PER THE APPROVED WPO PLAN FOR NORTHTOV\ N PHASE I I DATED 2 / ;� C> / 03/18/2013 AND AIVENDED 09/13/2013. hN \� FIRST GOLD LEAF LAND TI ALLOWABLE IMPERVIOUS COVER DRAINAGE TO BIO-FILTER = 7,815 SF 6 / WENDELL W WOOD, TRUS PROPOSED IMPERVIOUS COVER DRAINAGE TO BIO-FILTER=15,634SF � BK 4659. PG 32 UNDERGROUND DETENTION SYSTEM PROVIDES FOR STORM WATER MANAGEMENT REQUIRTS FORADDIITONAL 446 7�i�^ �- �� ^���/ PD MEN PARCEL#04500-00-00-1 IN/PERVpUSAREA -el � ° / WPO PLAN SHALL DETAI L STCXRMWATER MANAGEMENT DESIGN A (� 1 Q� \\ \ 1 EM13EDMENT STONE SHALL BL A CLEW CRUSHED AND ANGULAR GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <M% �- ^ N I STONE WITH AN AASHTO M13 DESIGNATION BETWEEN 43 AND 867 / / / / / \ �/ - CHAMBERS SHALL MEET THE REQUIREMENTS FOR FINES COMPACT IN A (150 mm) MAX LIFTS TO L M PROCTOR OENSfIY. SEE THE TABLE OF ACCEPTAtt1.E Fill MATERIALS <l/ °�° � (VA r ASTM F2418 POLYPROPLENE (PP) CHAMBERS i 6.64' h Q \ OO ^ OR ASTM F922 POLYETHYLENE (PE) CHAMBERS CHAMBERS SMALL BE BE DESIGNED IN ACCORDANCE WITH ASTM F2787 5.69' ' / / \ 2 Y STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC OC \ ADS GEOSYfMEUND CL1TNONWOVEN CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. GEOTEJCTILEALL EAN. CRUSHED ,�R EMBEDMENT STONE PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 5 N + g 6-(150 ) MIN mm) MIN* MAX 3W V \ PERIMETER STONE _ - (760 mm) i \ EXCAVATION WALL �I•- (CAN BE SLOPED CJQ / / � OR VERTICAL) DEPTH STONE TO BE DETERMINED i_ � � II j I• If -'1I - -��. _li- BY SITE DESIGN ESIGN ENGINEER 6•(150 mm)MIN D 12• (300 mm) MIN END CAP C/rl -f 1 SC 7�0 �=Qs� _.'7i r i. 0� \\ Q� \ .y \ ST (1293 mm) t2• (300 Trim) TYP SITE DESIGN ENGINEER IS RESPONSIBLE FOR 6• \ THE ENSURING THE REQUIRED BEARING(150 mm) MIN CAPACITY OF SUBGRADE SOILS 'MINIMUM COVER TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR. INCREASE COVER TO 23' (600 mm) A0 S 6S° gSiS \ TYPICAL ADS UNDERGROUND STORAGE DETAIL SO 36 „OF eFq \ p \ 1 s3°Sp , F ,5 '23 � 36 ,, ` 02 , / PARCEL B � W iR� N/F N/F 1 5 , .. 10 PTAP INVESTMENTS LLC ET AL FIRST GOLD LEAF LAND TRUST % / BK 865. PG 165 ` BK 4659. PG 32 (M� l PARCEL 04500-00-00-11000 / �s PARCEL#04500-00-00-111C0 # 49546.9 SQ. FT. ♦ STORM SEWER NOTES. 1.14 AC. 1/p / 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, LINE BEARING DISTANCE n SO AS TO PROM DEAWATER11GHTSEAL. L1 R N 30°32'19" E 18.56' L2 M N 30°35'40" E 18.55' � � � \ 2 F�MIIONCxN D30UNLESS DENOTED OTHERWISE ON SHALLS LESS THAN 12'DIAMETER PLANS.R34�BC SDR 35 WATERTIGHT PIPE CONFORMING TOASTM L3 R N 24°44' 19" E 15.37' SPEC _ / \ L4 M N 24°42'36" E 15.41' _-� / / h1 \ 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHFJ NKI I NG AND NON -CORROSIVE GROUT. STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT VDOT WATER 450.15 (12") NE 1 QUALITY BIVIP 454.92 450.05 (1 Z') SW OUTLET CONTROL 2 STRUCTURE 455.69 450.50 (1 Z') SW WEI R ELEV = 453.00' 6' ORI FI CE = 449.59 450.74 (12") NW 3 CURB INLET 456.20 452.0± (2" FL) SW 450.64 (1 Z') S 452.0± (2" FL) S 4 CATCH BASIN 455.58 451.51 (12") SE 450.68 (1 Z') SW450.58 5 MANHOLE 455.99 (2') NW 451.07 (1 Z') SW 6 CURB INLET ` 450.97 (12") NE 7 CATCH BASIN 454.43 451.32 (12") NE MANHOLE W/ SUMP (a°) IN- SEE PLUNBING 8 (SEE SHEETS P-1 & P-3 457.06 DRAWINGS FOR DETAI LS) (2" FORCE LINE) CUT MANHOLE W/ SUMP (T) IN- SEE PLUM NG 9 (SEE SHEETS P-1 & P-3 456.93 DRavlNGS FOR DETAI LS) (2" FORCE LINE) OUT 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PERASTM C-76 CLASS IV) POLYA NYL CHLORI DE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNI FORM POURED MORTAR I INVERT FROM INVERT I N TO I INVERT OUT. 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEAR NG RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE Y ABOVE FINISH GRADE. 8. ALL DOVMNSPOUT DRAT NS ARE TO HAVE A 1.00% MI NI MUM SLOPE UNLESS OTHERM SE NOTED. 9. DX STl NG DRAT NAGE STRUCTURES TO BE I NSPECTED AND REPAI RED AS NEEDED, AND EA STl NG PI PIES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBFJ S. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAI R AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER LEGEND EwsnNG REFER TO EX CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS BUILDING 320 MAJOR CONTOUR 322 MINOR CONTOUR STORM SEWER STM FORCE LINE FM CID CLEAN OUT p DOMNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN FLOWARROW SEWER FLOW DIRECTION 1 .corgi • CARE FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOW NG AGENCIES: M RGI NIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO W99.638011104.4610 a= N U) C 0 S 0 0 .N w rn w of w Z U) Q J w d w >w CO J w Q Z I- > Z p N - O Z T- C ) ui ( V N > Z Q 2 U1 � J J 0 5; U) W z I- 0 J z= wU zw J > w 0 z Q U 2020 CESO, INC �,NLTIHOF� ZACHARY DAVID FRESHNER L i c. No. 0402060785 SSION.AL ECG Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title Drawing No. �+� lh). 1 P.O.C. qsp LEASE yq�T F � TBM#> FOUND 112"RE9,4R GU/ L/NC�LNCAP VIRGIN/AELEC. p / OB392RESMr F es•� 4 / S 24.44o p LEASE N/F / PGS52 2 PLANTERS BANK & TRUST COMPANY OF VIRGINIA cQ BK 4659. PG 32 FOUND 9/2"REBARW1 PARCEL#04500-00-00-111A0 qSA L/NCOLNCAP �Sa 65.E yq� l FOUND 1/2"REBAR \ .3 �Y/L/NCOLN \ F 0' \ / ALBEMA LE ERl//CE IS CONTROL CAP ♦ i� / AU OR TYESMT 6 ' 39, �-, OB 4332 )CITY 0� crOCHA LO ESIIZZZ7 MT if } 4 w F 9 y D 4936 3 ,( � � C � w 0 ) � �kl�y O W �� O�Q /rye / W q CENTRAL TELE. CO. ESMT = OB 99/9 �yW AGS 699 ~� TOC=456.94' Q' INV N=453.09' VIOC INV S=453.03' Q a GANDER DRIVE / A = 2,080 SF; H = 29-11" 40 FFE = 457.04' FOUND 1/2"REBARW1 / - / L/NCOLNCAP / TOC=453.15' 7 N / INV=439.82' � ° G / / / 5.94 LF 6" SAN �O G' TOO=456.95 @ 1.00 % MIN SLOPE b / 12sAN \ h' / co Co� S2 4 INV=441.75' LBE ARL SERU/CE / S1 /\ -4�- TOC=456.64' INV=446.69' FOUND 1/2"REBAR GU/ L/NCOLNCAP 0 TOC=456.76' �CQ INV=449.91' / FA ' PRiME ,C:::S�%/v -m O 2 \ \ �` .00 LF 6 FIRST GOLD LEAF LAND TRUST \ h O\ WENDELL W WOOD, TRUSTEE o SLOPE ' �\ \ C / BK 4659. PG 32 Fo oc ' Sq� PARCEL#04500-00-00-1 1 100 S3B iD NHARLOTTES!//L7 CO 36,33 LF 6" SAN �'�^ / Q . ,� Q \\\� OB 4936E H s\ o PGS92 �� 5 1.00 /o MllN A lam' `� \ ALB RLE 3.. w\ SLOPE l Z SSWR SMT \ b 4 29 , `V .� �47 \ U/RG/N/AELEC. M� Pl�/ERESMT \ t� ALBEMARLZ7 7 V/CEAUTHOR/TYESMT OB 925 \ OB 4332 O PGS�51� PGS294 TOC=453.93' \ \ 6 / INV=437.73' \ D \ ♦ S 6S S. \ \ PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 1 1 CO 49546.9 SQ. FT. 1.14 AC. 20 0 20 40 GRAPHIC SCALE (IN FEET) N So UF 6S° F 7 RANG 1` / PTAP INVESTMENTS LLC ET AS 08, BK 4659. PG 32 PARCEL#04500-00-00- 1 1000 ♦ �\ ALBEMARLEDEEDESMT ♦ LINE BEARING DISTANCE OB4B59 L1 R N 30°32'19" E 18.56' PGS92 / L2 M N 30°35'40" E 18.55' L3 R) N 24°44' 19" E 15,37' L4(M) N 24°42'36" E 15.41' SANITARY SEWER STRUCTURE SCHEDULE NO. STRUCTURE RIM INVERT 451.54 (6') NW S1 SANITARY CLEANOUT 456.94 451.54 (6') SE 451.48 (6") NW S2 SANITARY CLEANOUT 456.78 451.48 (6") SW 451.12 (6") NE451.12 S3 SANITARY CLEANOUT 455.72 (6") NW 450.22 (6") SE S4 SANITARY CLEANOUT 454.19 )Ow(p) SW 0 UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DI FF. AF-3.36 6" DS B✓PI PE = 454.67 12" STM T/PI PE = 451.31 B 6" DS B✓PI PE = 454.94 3.13 6" SAN T/PI PE = 451.81 C GAS B✓PI PE = 453.03 2.05 12" STM T/PI PE = 450.98 LEGEND EwsnNG REFER TO EX CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROKSM BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UG UNDERGROUND TEL. LINE FM FORCE MAI N co CLEAN OUT 1 ]METER W WATER METER e❑ ELECTRIC TRANSFORMER GSANITARY SEWER STRUCTURE GENERAL U nLITY NOTES: 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHORN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSAFI ON SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTORS WORKFORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAY] NG FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (19) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RI MS OF EXI STl NG STRUCTURES SHALL BE RAJ SED OR LOVAERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TI GHT LI IDS. 9. DRAWI NGS DO NOT PURPORT TO SHOW ALL EXI SFT NG UTE LIFT ES. EXI STI NG UTI LITI ES SHALL BE VERI FI ED I N FI ELD PRI OR TO I NSTALLATI ON OF ANY NEW LI NES. 10. CONTRACTOR I S RESPONSI BILE FOR COMPLY] NG TO THE SPECI FI CATI DNS OF THE LOCAL AUTHORITI ES WITH REGARDS TO MATERIALS AND I NSTALLA11 ON OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DI RECEIVES OR ANY OTHER AGENCY HAM NG JURI SDI CITON. 12. ALL NECESSARY INSPECTIDNS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE CON/PAN ES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPEC FICAT]DNS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPEC FICATIDNS FOR ACTUAL LOCAEI ON OF ALL UTI LITY ENTRANCES TO I INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNERAS TOAVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UIE LITY REQUIREMENTS AS TO ASSURE PROPER LOCATE ON AND SCHEDULING FOR TIE -I NS(CONNECIT ONS PRIOR TO CONNECTING TO EXI SIT NG UTl LIT] ES. 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OANERS INSPECTING AUTHOR - I ES. WATER NOTES: 1. WATER SERVICE MATERIAL LARGER THAN 2' SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AW/VA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES Z' OR LESS SHALL BE COPPER TYPE K SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER 2. ALL FITTINGS SHALL BE DUCTILE IRON IN OONIFORMWNCE WITH AVWVA C110 ORAWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED I N ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE CDR -TEN. 3. WATER LI NE SHALL HAVE A MI NI MUM BURY DEPTH OF 4' OR AS REFERRED BY AHJ. 4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK SANITARY SEWER NOTES: 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPED FICATION D3034 WITH 3/41 N STONE BEDDING. 2. PVC PI PE SHALL HAVE AN I NTEGRAL BELL AND JOI NTS SHALL BE PREMI UM GASKE TED JOI NTS MEET] NG THE REQUI REMENTS OF ASTM D3212 TO PROM DE A WATEREE GHT SEAL AND SHALL BE MADE I N ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. STORM SEWER NOTES: 1. SEE GRADI NG PLAN FOR STORM SEWER NOTES. O CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POV\ER COMPANY FOR CONNECTION 2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3. 1.5" WATER SERVI CE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROM DER REQUI REMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 4. PROPOSED 1" WATER METER PER ALBEMARLE COUNTY SE ACE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. Dig With ©} 5. PROPOSED 8' I IRRIGATION METER PER ALBEMARLE COUNTY SERVI CE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. FORTY-EIGHT (48) HOURS BEFORE DIGGING IS 6. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLDIAA NG AGENCIES: VI RGI NIA 7. 6"SANITARYSERVICELINEPERALBEMARLECOUNTYSERACEAUTHORITYREQUIREMENTS. CONTRACTOR TO INSTALL ONE CALL AT 811 OR (800) 552-7001 AND ALL SEROCEPERALBEMARLECOUNTYSERVICEAUTHORITYREGULAFFONSANDSPECIFICATIONS. CONTRACTORTOVERIFY OTHER AGENCIES WHICH MIGHT HAVE EXISTING INVERTS BEFORE STARTING INSTALLATION. UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO o N o I U) C 0 E S 0 0 .N a� I- w U) W W w z U) Q 3: J w W >0-1 0-1 J w Q z z 0 N T O z V_ 00 LLI N z Q = U5; � J J J O U) w Z Q I- ~ O J Iur/ U) = wU z_w J > � Q Q > LLI 0 z Q 2020 CESO, INC �,N,LT11 OF�l�' UO ZACHARY DAVID FRESHNER L i c. No. 0402060785 SSION.AL V Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UPLITY PLAN Drawing No. C6. O 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 6" CONCRETE PAVEMENT, 4,000 PSI 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 + WA F 6X6 - W5.4XM.4 (REFER TO GEOTECH REPORT) 4' COMPACTED AGGREGATE BASE 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE - COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) - EXISTING SUBGRADE EMS Tl NG SUBGRADE x x I I11-1i_ III I 1=i L- - 111111�11�--IIIII IIII�JI I�II11III IIL-JII III IIIJI llll� - PAVF_NENT SECTION ASPHALT PAVENENT SECTION NTS NTS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGAl10N/RECONIVENDA11ONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROM DED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS EXPANSION JOINTS 29-0" oc. MAXIMUM 4 SPACES @ 5-0" oc. ORAS DIRECTED OR SHCV\N ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FORALTERNATE SCORING PATTERN TROWELLED OR SAWN JOI NT(TYP. ) A A u� \ z -►{� 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT LAWN OR PLANTING IF SHCV\N ON SITE PLAN - CURB OR GUTTER LINE R-1/g, 1" PLAN VIEW I TROAELLED OR SAWN JOINT EXPANSION JOINT VVITHSE SEALANT X - 4' 4" MINIMUM COMPACTED GRAVEL BASE SECTION A, A SEALANT WOOD OR FIBER MOUNT EXPANSION JOINT 4" CONCRETE (4,000 PSI) 6" X 6" W1.2xW1.2 WWF COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 NOTE: 1. ALL CONCRETE CURBS AND SI DEWALKS TO BE 4000 P.S.I. CONCRETE CONCRETE SIDEWALK DETAIL NTS LOCATE AT EDGE OF PARKA NG SPACE UNLESS ACCOMPANIED BY "VAN' LEFTERI NG ADA PAW NG SYMBOL DETAI L NTS /7\ I I CUA=M DIV= E:)A(`I!C PLAN 7/8" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO T-8" LONG #4 REINFORCING BARS ELEVATION 30" LONG #6 REINFORCING BAR PAVEMENT SEALER (MIN 4" WIDE) BITUMINOUS CONCRETE WEARING COURSE 11011AI1056 � Y•Ii 0A_.I01114 TROWELEDJOINT CONCRETE SIDEWALK 1/8" PER FOOT X - �r 0 6 x 6 x BINDER COURSE IIIII 'II VV1.2 x W1.2 W/MA III i I -III COMPACTED SUBBASE IIIIIIIIIII- � � �Illlil�1111_ COMPACTED SUBBASE 1i1 III III 1 COMPACTED SUBGRADE #3 KEBABS CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE FC 4000 P.S.I. CONCRETE AT 28 DAYS 18" DIAMETER CONCRETE 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING FOOII NG nI 1'-O" UNO I INTEGRAL CURB & SIDEWALK DETAI L NTS 611 - T } DIA BOLLARD DETAI L NTS FILLED W/ CONC. - SMOOTH SIGN A TROAEL CROV\N TOP GALVANIZED NUTS & BOLTS TYP. 6" GALVANIZED STEEL PIPE SIGN B PAI NTED PER PAI NT SCHEDULE METAL SIGN POST 4' STEEL PIPE BOLLARD FILLED WITH - CROV\V FOOTING - 3:1 SLOPE F. _r NON SHRI NK GROUT (WHEN IN I g FRONT OF PARKA NG SPACE) PAI NTED - z' X 14" REBAR ANCHORS � AFFIC YELLOW THROUGH PIPE BOTH WAYS OPE CONCREFE AWAY OM POST N 4"DEWALK FINISHED GRADE V/2" - 24" Dla CONCRETEPI ER 2' X 14" REBAR ANCHORS o THROUGH PIPE BOTH WAYS 12" DIA CONCRETE FOOTI NG 1" STL. BOTTOM 6" COMPACTED SUBSO L 17' 12, PER PLAN TOP OF CURB \ 6 GUTTER LINE BOTTOM OF CURB CURB TAPER NTS LEGEND: -TWO 8" LONG #4 REINFORCING BARS Fil 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT EDGE. 1 a' 1 I N A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5' NECESSARY ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 14, 10" MIN. M ❑1 3 45° BOTH SIDES #4 REINFORCING BARS (TYP.) RESURFACING ❑2 2' EXISTING PAVEMENT z' SECTION 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARK I NG BLOCK SHALL BE I N ACCORDANCE WITH CMS 604. 2. THE MATERIAL REQUI REMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3. ALL #4 REI NFORCI NG BARS SHALL BE EPDXY COATED AS PER CMS 509. 4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REI NFORCI NG STEEL AND ANCHOR PINS. 20„ MIN. to RESERVED PARKING H VIOLATORS SUBJECT TO FINE AND TOWING MIN. FINE $50 MAX. FINE $200 A B HANDICAPPED PAFNNG SIGNAGE DETAIL III mA119 NTS FILTER FABRIC VVITH T MIN. OVERLAP. ROADWAY BASE UNDER PAVEMENT. MATERIAL AND COMPACT ON PER SPECI FI CATI ONS. 4' DIA PERFORATED POLYEfHELENE PIPE CLEAN #57 AND COMPACTION PER DOT AND LOCAL SPECIFICATIONS I I R TOPSOIL III\II-II VENT SEALER 4' VM DE BITUMI NOUS CONCRETE WEARI NG COURSE BITUMINOUS CONCRETE BINDER COURSE #3 KEBABS CAST IN PLACE \' COMPACTED SUBBASE CONCRETE CURB COMPACTED SUBGRADE NOTE: 1. ALL CONCRETE CURBS TO BE FC 4000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM FILL VVITH 2' PREFORMED EXPANSION JOINT RECESSED'' INCH BELOW TOP OF CURB. 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". STRAIGHT CURB DETAIL NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL VVHERE CURB RAMP ADJOINS ANY RIG D PAVEMENT, SIDEWALK OR STRUCTURE VVITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH VVITH ADJACENT CONCRETE SURFACE. 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL VM DTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4, CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A J-8 0-207 FOR TYPICAL RAMP DIMENSIONS. 5. VU1ENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES VVITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE SI DEWALK AREA NTS CURB RAMP DIMENSIONS NEW CONSTRUCTION NOMINAL RAMP SIDE FLARE SIDE FLARE RISE OF MIoJC RAMP LENGTH DIMENSION AT DI VENSION AT RAND SLOPE (1 : 12) CURB (1 : 10) CURB (1 : 12) 3" 1 : 12 3.0 FT. 2.5 FT. 3.0 FT. 4" 1 : 12 4.0 FT, 3.3 FT. 4.0 F F 91 1 : 12 5.0 FT. 4.2 FT. 5.0 FT. g" 1 : 12 6.0 FT. 5.0 FT. 6.0 FT. 7" 1 : 12 7.0 FT. 5.8 FT. 7.0 FT. 91 1 : 12 8.0 FT. 6.7 FT. 8.0 FT. 91 1 : 12 9.0 FT. 7.5 FT. 9.0 FT. 10" 1 : 12 10.0 FT. 8.4 FT. 10.0 FT. 11" 1 : 12 11.0 FT. 9.2 FT. 11.0 FT. 12 1 : 12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION MAX. RISE MII RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DI MENSION AT DI VENSION AT CURB (1 : 10) CURB (1 : 12) 3" 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4" 1 : 10 3.3 FT. 3.3 FT. 4.0 FT. 1 : 10 5.0 FT. 5.0 FT. 6.0 FT. "mw ,RVI■� NTS NOTE! G.C. TO VERIFY FINAL PVC OUTLET LOCATION WITH VIOC CONSTRUC11ON MANAGER REFER TO WALL SECTIMELEVAIIONS FOR EXTERIOR FINISHES ENSURE MAXI MUM CONCRETE COVERAGE OVER PVC SLEEVE SLEEVE AND HOSE TO OUTLET ABOVE ASPHALT PAVE!VENT. PACK OPENING 1NITH SEALANT USE ONLY WHEN SPACE LIMTATICNS PROHIBIT THE CONSTRUCTION OF 1: 12 OR FLATTER SLOPES. ° CURB HEIGI-ff PLUS RISE OF SIDEWALK CROSS SLOPE TABLE A ITT \\x\\\ > ?> \ \\/\ ° \/ a °m SF_RVICE BELL DETAIL SERVICE BELL SERVICE BELL HOSE FASTENED ll GHT TO WALL AS REQUI RED EXTEND/SWEEP SLEEVE THRU CONC. TOPPING AND TURN UP I NSI DE FACE OF WALL AS REQ'D. 1 1/2' DIAM. PVC SLEEVE TO REST ON TOP OF PREFAB CONC. PLANKS I� CESO i�■�°!iillil.!!■ C o 0 CIO D v? 0 .N F- W U) W W H of W Z U) Q �: J W W > W W 1­_0-1 co 0-1 J W Q Z H 3:Z p N T O Z N �LLI V > zw Q J = J U> J U) Ow L i- Q O - z Q Z wU z J W i OQ Q > W 0 z fQ V U 2020 CESO, INC -v.NLTIHOF� UARDA Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title C \1STRUC11 ON DETAILS 1 NTS -61 NTS FINGER DRAI N DETAI L NTS Drawing No. C7.0 IV 20 0 20 40 GRAPHIC SCALE (IN FEET) n / 0 EvolveTM LED Area Light (EALP) PIN EALP 01 7 Calculation SunTrary Label CalcType Units Avg Max Mn Avg/Mn May Min Haiz Spill @ Prop Line Illuminance Fc 0.14 0.9 0.0 N.A. N.A. Pavement Area Illurnance Fc 1.88 6.8 0.2 9.40 34.00 Sidewalk Area Illuminance Fc 3.36 5.7 0.9 3.73 6.33 THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD. THIS REQUIREMENT IS MET, AS SHOWN. L.uminaire Schedule POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE Symbol Cxy Label Arrangement Total Lamp Lumens LLF Description Wm Watts b 4 EWNB SINGLE N.A. 1.000 1-EM30A47301NBLCKD 44 1 D1 C4 BACK -BACK N.A. 1.000 2-EALP012C4AF750NDD1 BLCKF 73 1 SC5 SINGLE N.A. 0.855 1-EA1_P012C5SM750NDD1BLCKF 67 1 SD2 BS SINGLE N.A. 1.000 1-EALP012D2AN750NDD1BLCKF WITH B_S-EAL-ABL-BLCK 93 E = Evolve 101= 1st AL= Area Light ]Generation P = Premium CS IDS F5 H5 J5 K5 > L5 M5 NS Q5 S5 T5 US V5 C4 D4 F4 w H4 a J4 K4 L4 C3 D3 F3 H3 J3 K3 L3 C2 D2 W F2 F H2 J2 K2 L2 o KA LA 0 = 120-277* " 1 =120 2 = 208 3 = 240 4 = 277 5 = 480 D = 347 H = 347-480* * Not available with Fusing. Must choose a descreet voltage with F Option SM = Symmetric 9 7 = 70 (min) 30 = 3000K` N = Dimming Medium 40=4000K thru PE SW = Symmetric 50 = 5000K receptacle Wide oSelect D= External AF= Asymmetric 3Select r Dimming Forward forlDA forIDAed 1812 3ft AW=Asymmetric cable Wide AN =Asymmetric units All constructio Narrow supplied with AA= Asymmetric ANSI C136.41 Auto 7-pin Recepta, Note: Standari dimming 0-10' A= ANSI7-pin PE receptacle (no control) D = ANSI 7-pin PE receptacle with shorting cap provided Note: See accessories section on page 7 for PE Control ordering Cl =Integral GRAY = Gray Slip fitter 2- BLCK =Black Pipe (2.378 in. DKBZ = Dark OD)* Bronze D1=Universal WHTE=White Mounting Arm, fitted for round or square pole mounting- Kl = Knuckle Slipfitter for 1.9 in - 2.3in. OD Tenon* ++ Sl = Knuckle Slipfitter for 2.3in. - 3.Oin OD Tenon* ++ V1 = Knuckle Wall Mount* ++ * Supplied with leads ** Supplied with 16/3 3ft cable ++ Restricted Aiming Angle 0° to +45' F = Fusing H = Motion Sensor J = cUL/Canada L = Tool -Less Entry R = Enhanced Surge Protection (10kV/5kA) S1 = Rotated Leftt S2 = Rotated Rightt M = NOM031(Mexico)* U = DALI dimming+A V = 3-Position Terminal Block XXX = Special Options * Contact Manufacturer for availability +Compatible with LightGrid 2.0 nodes A Not compatible at 347-480V or with motion sensor control t For aimed left or right light distribution orientation, as assembled in manufacturing. Not applicable for Symmetric Distributions. ra. h,r Left I511 Right 1521 1_C5SM730 IEEALPOIC5SM740 IES EALP01C5SM750 IES Symmetric Medium 7500 1 8000 67 63-U0-G2 B3-UQ-G27EALP01_D5SM730_.IESS LSmmetric Medium 0000 8963 UO G2 BUO G2 EAPOlD5SM740 IES EALP01D5SM750 IES Symmetric Medium 14100 15000 f B4-UO-G2 B4-U0G2 I EALP01_F5SM730 IES EALP01_F5SM740 .IES EALP01_F5SM750 .IES 140 Symmetric Medium 1 18800 F 20000 183 84-UD-G2 84-UO-G2 I EALP01_H5SM730 .IES EALPOl_H5SM740 IES EALPOl_H5SM750 IES Symmetric Medium 23500 25000 220 B5-UO-133 B5-UO G3 EALP01_J5SM730 .IES EALP01 J5SM740 .IES EALP01 J5SM750 .IES Symmetric Medium 28300 30000 1 274 1 B5-UO-G3 B5-UO-G3 F E-ALP01_K5SM730 .IES EALP01_K55M740 .IES EALP01_K5SM750 .IES Symmetric Medium 32800 33600 327 B5-UO-G4 B5-UO-G4 EALP01_L5SM730 .IES EALP01_L5SM740 .IES EALP01 L5SM750 .IES SUmm�8000 8500 67 B3-U0-G1 B3-UO-GI EALP01 M5SW730 .IES EALP01 M5SW740 .IES EALP01 M5SW750 IES Symmetric Wide 10000 10600 89 83 UO Gl 83 UO G1 EALP01=N5SW730 IES EALP01_N5SW740 IES EALP01_N5SW750 IES Symmetric Wide 15100 0100 '1 25200 30200_I� 33800 7000 I� 1 16000 213 00 26700 32000 1 35900 7500 140 83 UO-G2 134 UO G2 EALP01_Q5SW730 IES_i EALP01_Q5SW740 JES EALP01 Q5SW750 IES Symmetric Wide Symmetric Wide Symmetric Wide Symmetric Wide Asymmetric Forward 183 1 84-U0-62 B4-UO-G2 EALP01_S5SW730 .IES EALP01_S5SW740 .IES EALP01 S5SW750 .IES 220 B4 UO G2 84 UO G2 EALP01 T55W730 IES EALP01 T55W740 IES EALP01 T5SW750 IES 274 BS UO G2 65-UO G2 65-11.1043 EALPOl_U5SW730 IES _ EALP01 V5SW730 .IES I EALP01_C4AF730 .IES I EALP01_U5SW740 IES EALPOl_U55W750 IES EALP01_V5SW740 .IES EALP01 V5SW750 .IES 1 327 I 73 1 B5-U0-G2 B1-U0-G2 81-UO-G2 EALP01_C40740 .IES EALP01_C4AF750 .IES Asymmetric Forward Asymmetric Forward Asymmetric Forward Asymmetric Forward 9400 1 14100 18800 23500 � 10000 1 15000 20000 25000 93 136 183 220 62-UO-G2 B2-UO-0 B3-U6-G4 62-1.10-G2 R_-UO-W 63-UO-G4 EALP01_D4AF730 .IES EALP01_RAF730 .IES I EALP01_H4AF730 .IES EALP01_D4AF740 .IES EALP01_F4AF740 .IES EALP01_H4AF740 .IES EALP01_D4AF750 .IES EALP01_F4AF750 .IES EALP01_H4AF750 .IES B3-UO-G4 B3-UO-G4 EALP01_J4AF730 .IES IJ EALPOI J4AF740 .IES I EALP01 J4AF750 .IES Asymmetric Forward 28300 1 30000 1 274 B3-U0-G4 63-1.10-G5 EALP01_K4AF730 .IES EALP01_K4AF740 .IES EALP01_K4AF750 .IES Asymmetric Forward 32800 33600 1 327 B3-UO-G5_J B3-UO-GS EALP01_L4AF730 IES EALP01_L4AF740 .IES EALP01_L4AF750 .IES As mmetricWi a Asymmetric Wide Asymmetric Wide Asymmetric Wide Asymmetric Wide 7500 10000 15100 20100 25200 'I 8000 1 10 000 16000 21300 26700 73 1 93 F 136 I 183 Bl-UO-Gl 1 132-U0-G2 B2 UO G2 B3-UO-G2 B2-UO-G2 B2-UO-G2 I 82-UO-G2 B3-UO-G2 I EALP01_C3AW730 JES I EALP01_D3AW730 JES I EALP01 F3AW730 .IES EALPOl_H3AW730 .IES ! EALP01_C3AW740 IES EALP01_D3AW740 .IES EALP01_F3AW740 JES-1 EALP01_H3AW740 .IES EALP01_C3AW750 .IES EALP01_D3AW750 .IES EALP01 F3AW750 .IES EALPOl_H3AW750 .IES 1 220 B3-UO-G3 B3-U0-G3 I EALP01J3AW730 .IES jl EALP01_J3AW740 .IES EALP01 J3AW750 .IES Asymmetric Wide 30200 32 000 F 35900 F 7800 10400 F 274 B3-UO-G3 B3-UO-G3 F E-ALP01_K3AW730 .IES] EALP01_K3AW740 .IES EALP01_K3AW750 .IES Asymmetnc\\ de 33800 I 327 B3-U0-G4 I B3-UO-G4 EALP01_L3AW730 .IES- 1_ EALPO1_L3AW740 I_ES _ EALP01_1-3AW750 .IES- Asymmetric Narrow 7300 F 73 B2-U0-G2 B2-UO-G2 EALP01_C2AN730 .IES EALP01_C2AN740 .IES EALP01_C2AN750 .IES Asymmetric Narrow 9800 93 B2-UO-G2 132-1.10-G2 EALP01_D2AN730 .IES j EALP01_D2AN740 .IES EALP01 D2AN750 .IES Asymmetric Narrow 14700 15600 136 133-UO-0rB3-UO-G3 EALP01_F2AN730 .IES EALPOl_F2AN740 .IES EALP01_F2AN750 .IES As mmetric Narrow 19600 20800 183 63 UO G3UO G3 EALP01H2AN730 IES EALP01H2AN74D IES EALP01_H2AN750 IES Asymmetric Narrow 24500 26000 220 B3-U0-G3UO-G3 EALP01 J2AN730 .IES EALP01 J2AN740.IES EALP01J2AN750 .IES Asymmetric Narrow 29400 31200 274 63-U0-G3UO-G3 l EALPOIK2AN730 .IES EALP01_K2AN740 .IES EALPOI_K2AN750 IES Asymmetric Narrow 33000 34900 327 B3UOG4UO-G4 EALPOl_L2AN730 .IES _ EALP01_L2AN740 .IES FEALP01.1.2AN750 .IES Asymmetric Auto 32700 34600 274 64-UO-G3 B4-UO-G3 EALP01-KAAA730 .IES EALP01-KAAA740 IES EALP01 KAAA750 .IES Asymmetric Auto 36600 38800 1 327 1 B4-UO-G3 64-1.10-0 EAL501_LAAA730 .IES EALP0I_LAAA740 .IES F EALP01_LAAA750 .IES jwdl eriln Nu, rn er Log is �,Yolv81 ECD-- VV�A Priud N Belau'es� IF{WN13 EWN B 7 i E = Evolve B = Photometric 0 = 120-277* 7 = 70 (min) 30 = 3000K' Series'B" 1= 120 40= 4000K W= Wall Pack 2 = 208 50= 5000K 3 - 240 oSelect N = Housing 4 = 277 3000K CCi Series 5 = 480 for IDA D = 347 Approved unit! H = 347-48OV* * Not available with Fusing. Must choose a discreet voltage with F Option. 1 = None l N = None Required BUCK = Black 3 = Button PE* DKBZ = Dark Bron A = ANSI C136.41 GRAY = Gray 7-pin PE Receptacle # WHITE = White D = ANSI C136.41 Contact manufactu 7-pin PE Receptacle for other colors. with Shorting Cap # *Only available with voltage 1,2,3 and 4. #Order Dimming/Control PE as a separate item. See accessories section of this datasheet for ordering information. D = External Dimming Leads Provided (0-10Volt Input) F = Fusing L =Tool less entry R = 10kV Enhanced Surge Protection H = Motion Sensor # U = DALI Dimming+A XXX = Special Options # R & H options cannot be purchased together. Not available with voltage 5, D and H. + Compatible with LightGrid 2.0 nodes. A Not compatible at 347-48OV, with A -level optical code, or with motion sensor control. .I WNB_A4750_.IES A4 Asymmetric Forward F 4,000 I 4,300 44 l B1-U0-G1 B1-U0-G1 EWNB_A4730_JES EWNB_A4740 IS 1 C4 Asymmetric Forward 1 7,500 8,000 70 131--1 B1-U0--G2 WNB_C4730 .IES EWNB_C4740_.IES V WNB C4750 S D4 ~ I Asymmetric Forward F 9,200 9,800 89 131-1 B2-UO-G2 EWNB_D4730_.IES EWNB_D4740 .IS WNB_D4750_.IES E4 Asymmetric Forward 10,800 11,500 98 B2-UO-G2 B2-UO-G2 WNB_E4730_JES 11 EWNB_E4740_.IES WNB_E4750 .IES F4 Asymmetric Forward 12,900 13,700 125 B2-U0-G3 B2-UO-G3 EWNB_F_4730_.IES EWNB_F4740_.IS WNB_F4750_.IES A3 Asymmetric Wide 4,300 4,600 44 Bl-UO-Gl B1-U0-G1 EWNB_A3730_.IES WNB_A3740 .IS WNB_A3750_JES B3 Asymmetric Wide 6,200 6,600 58 B1-U0-G1 B1-U0-G1 WNB_B3730_JES EWNB_B3740_JES WNB_B3750JES C3 Asymmetric Wide 8,100 8,600 70 B1-U0-G2 B1-U0-G2 EWNB_C3730_JES EWNB_C3740_JES WNB_C3750_IES D3 Asymmetric Wide 9,900 10,500 89 B2-UO-G2 B2-UO-G2 EWNB_D3730_IES EWNB_D3740_IS EWNB_D3750_IES E3 I Asymmetric Wide 11,600 12,400 98 B2-UO-G2 B2-UO-G2 EWNB_E3730_JES EWNB_E3740_.IS WNB E3750_.IES F3 Asymmetric Wide 13,900 14,700 125 B2-UO-G2 _ B2-UO-G2 EWNB_F3730_JES EWNB_F3740_JES _ WNB F37_50_IES A2 Asymmetric Narrow 4,200 4.500 44 B1-U0-G1 B1-U0-G1 EWNB A2730_.IES EWNB A2740_IES WNB A27501ES B2 Asymmetric Narrow 6,100 6,500 58 Bl-UO-Gl B1-U0-G1 EWNB_B2730_IES EWNB B2740_IES EWNB B2750_IES I C2 I Asymmetric Narrow 7,900 8,400 70 B2-UO-G2 B2-UO-G2 EWNB_C2730_JES EWNB_C2740_JES WNB_C2750 JES D2 Asymmetric Narrow 97700 10,300 89 62-UO G2 B2-UO G2 WNB_D2730_.IS 11 EWNB_D2740_.IES WNB D2750_.IS E2 Asymmetric Narrow F 11,400 12,100 98 B2-UOG2 B2-UO-G2 EWNB_E2730_IES EWNB_E2740_IS WNB E2750_IES F2 Asymmetric Narrow 1 13,600 14,400 125 B2-UO-G2 B2-UO-G2 EWNB_F2730_JES I WNB_F2740_.IES WNB_F2750 .IS PE Accessories (to be ordered separately) I n�" L^r ri�i i I iufSi7�r (ur i i�,e�GlBi 93029237 PED-MV-LED-7 ANSI C136.41 Dimming PE, 120-277V 9 0029238 PED-347-LED-7 ANSI C136.41 Dimming PE, 347V 93029239 PED-480-LED-7 ANSI C136.41 Dimming PE, 480V 28299 PECOTL STANDARD 120-277V 28294 PEC5TL F STANDARD 480V 80436 73251 PECOTL I STANDARD 347V F Shorting cap SCCL-PECTL FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO 0014JENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOINI NG AGENCIES: VI RGI NIA ONE CALL AT 811 OR (800) 552-7001 AND ALL Dig With oe(D OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO 999.0380l1111110.item N N O N M CV O O U) ,_ 0 S L? 0 0 N a: OY H W rn W � W Z rn J W a W W W U) 11� J 0-1 Q W Z Z 0O CV - O Z r C) N N W Q CD > Z � Q J = J U> �U) O w N ZZ O ' ` U)Q Z _ wU Z_ W > O Q Q > w 0 Z V 2020 CESO, INC �ALTHOF�l�' ZACHARY DAVID FRESHNER L i c. No. 0402060785 SSIONAL �G Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title Drawing No. C8. O PLANT MATERIALS LIST QTY. PLANT NAME MINIMUM INSTAL LED SIZE T REE CANOPY COVERAGE LOT AREA COVERAGE TOTAL LARGE CANOPY TREES 3 LOCUST - G1e011t513 triacantho5` inerm15 'Skyline' 2" cal. B/B G' ",earTrunk 3 [ 4 042 314 125G MEDIUM CANOPY TREES 5 WHITE FRINGE TREE - Chronanthu5 vrr�jinicu5` 2" ca . B/F3 254 1 270 UNDERSTORY TREES 3 DOWNY SERVICEBERRY - Amelanchier arborea* G' r;t. B;B 200 G 0 0 EVERGREEN TREES 3 NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. 5teven5' 2" cal, E3/13 200 G00 200 1000 SCREENING SHRUBS TOTAL S,GGB 5 GLOSSY ABELIA - Abelia x cyandiflora` 30" ht. 15/B or coat. CANOPY SITS COVI F SITF AREA = 22,534 SF MsnUt 5u11d;r�,] Area Ms u5) Entry Drive Area ADJUSTED NET SITE AP.EA. 10 DWARF YAUPON HOLLY - Ilex vomitoria '5toke'5 Dwarf' 24" sit B/B o.- cont,Mff 17 RUBY SLIPPERS HYDRANGEA - hydrangea quercifolia"" 'Ruby Slippers' 24" ht.B/B or cont 6 BLACK ChOKEBER-Y - Aronia melanccarpa` 'Autumn Ma cgic' 24" ht BIB or- corn. MEDIUM/LOW SHRUBS 13 INKBERRY HOLLY - Ilex glabra 'Compocta` 1 8" ht cont. 12 NEON 5PLA5h 5PIREA - 5pirea bumalda 'Neon Splash' 16" ht con". 9 LITTLE PRINCESS 5PIREA - 5piraea Japonica 'Little PrinGC55' 1 6'1 5pd. cant. PERENNIALS 15 PARDON ME DAYLILIE5 - Hemerocalli5 x 'Pardon Me' # I Cont. 11 5TELLA D'ORO DAYLILIES - NemerocaII15 x 'Stella d'Oro' # I cony. 24 BLACK-EYED SUSAN - Rudbeckra hirta' cant. * Denotes Virginia Native Plants CANOPY COVERAGE DATA r;/ ref/ 5..OAK /11r + YXI51-[NG (4) 5T REET5CAPE TREE5 // (4) EXISTING 5TFEET5CAFE TREES 5treetacape uree5 required by Section / f f/ / ti, �'�' 34-870 may be cmnted toward tree cover requlrennent.5, FEX157TING (5) 1;VER.GREEN TREE5 Tr l a r 1 5" OAK 11 " hy i � 7 O ;AGE cALcuLATION5: 2,019 / / // / Q- O ( 17) BLACKEYED 5U5AN - (4) DWARF YAUPON HOLLY (3)'DWAPF YAUPON HOLLY (7) RUE3Y SLIPPERS HYDRANGEA 3) DOWNY 5ERVICEBERRY 2' 4,200 I G,255 SF @ 1 0% OF ADJUSTED AREALt, a ,�• I ,G2G SF REQUIRED / // / / 4I � PROVIDED TREE CANOPY: 5,GG8 SF AS SHOWN (!)WRITE FRIhJGETREE GENERAL LANDSCAPE REQUIREMENTS I . ALL PLANT MATERIALS SHALL BE NUR5=RY GROWN AND SHALL BE PLANTED IN 7. A MIN'MUM OF 8" DEPTH OF NEW TOPSOIL SHALL DE PRICED IN ALL DED) AREAS ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS ADOPTED JOINTLY BIYTHE BY LANDSCAPE CONTRACTOR PRIOR TO PLANT'NSTALATION. BACKFILL ALL VIRGINIA NUR5ERYM-N'5 A550CIATIOIJ, THE VIRGINIA SOCIETY OF LANDSCAPE SHRUBS AND TREES WITH BACKFILL MIX C7F ONE PART GQMPOST TO THREE DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICANJ SOCIETY OF PARTS TOPSOIL. LANDSCAPE ARCHITECTS. 8, PLACE WEED BARRIER IN ALL 5HRUB 13ED5: 5 OZ. WOVEN, NEEDLE -PUNCHED, 2. DIAMETERS OF PLANT MATERIALS AS DRAWN ARE REPRE5ENTATIVE OF PLA.NT5. POLYPROPYLENE F.aDR!C, OVERIAPPING T HE SEAMS. AT OR NEAR MATURITY RATHER THAN AT INITIAL PLANTING. 9. r r F MJL..H I R_�S AND SHRUE35 uVIT;-� i�ti. 3'° DEPTH I O. ai�.,K GOAD OR 3. THE PLANT LI5T 15 INTENDED AS A GUIDE FOR THE LANDSCAPE CONTRACTOR. APPROVED EQUAL BLACK DYED 5H11_,.'1=D1)1=D HARDWOOD MUNCH. MULCIti IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE: PERENNIALS WITH 2" DEPT H OF MULCH. MULCH SHALL EXTEND 1N A PLANT LI5T AND ON -HE DRAWING, THE GREATER NUM15E R SHALL APPLY. CONTINUOUS LAYER WITHIN PLANTING BEDS FROM FACE TO FACE OF 511TE 4. LANDSCAPE CONTRXCTOR,5IIALL COCROINATEPLANTIN,5TALLATfONSEQUIENCE 5TRUCTURE:5 WALKS, BUILDING, CURBS, OR. OTHER PLANT BED L[MT5. WITH IRRIGATION CONTRACTOR. + 0. ALL DED EDGE5 5= ALL DE SPADE-CL'T AND CL05ELY ALIGN A5 1`0551 1LFE WITH 5. ADJUSTMENTS IN LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DU E EDGES A5 SHOWN DN DRAWING. KEEP MULCH A MIN. 1/2" BELOW` ADJA\CENT TO NEW OR EXISTING UTILITIES OR 51Tf OBSTRUCTIONS. SET NEW TREES A PAVED SURFACES. MIN. 10' FROM NEW OR EXISTING UTILTY LINES. ADVISE PROJECT MANAGER 1 SOD ALL LAWN D15TURBE:D ARFA5 VITHIN PROJECT LIMITS A5 NOTED 01•4 CIVIL BEFORE THE ADJU5TMENT5 ARE MADE.. DRAW:NG5: INCLUDING OUT TO PAVEMENT EDGES. REFER TO CIVIL DRA\WINGS G. ALL SHRUBS OCCURRING IN CONTINUOUS ROW OR FORMAL ARRANGEMENIT AND VER1; Y EXTENF WIT i PROJECTANAGER. SHALL HAVE UNIFORM HEIGHT, SPREAD AND HABIT OF GROWTH. FOR 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATER?AL 5) FOR PERENNIAL LOCATIONS, FILL AREA WITH QUANTITY OF PLANTS DESIGNATED: ONE-YEAR FROM PATE OF OF ACCEPTANCE. PR'OR TO END OFWARRANTY EVENLY SPACED. PERIOD CONRAC"DR SHALL REPLACE ALL TREES, SHRUBS DR PIANTINGS NOT ALIVE OR IN A HEALTHY GROWING CONDITION. LAN D5CAPE CODE REQU I REM ENT5 SEMINOLE TRAIL STREET FRONTAGE: S-3 SCREEN MATERIALS and ENTRANCE CORRIDOR OVERLAY DISTRICT ONE LARGE CANOPY TREE PER 1 000 5F REQUIRED. 14GO.8 5F/ 1 000 = 1 .4G or 2 TREES ,KEQU':RED 4 EXISTING TREES A5 SHOWN ONE MEDIUM CANOPY THEE PER 1 000 5F REQUIRED. 14GO.8 5F/ 1 000 = 1 .4G or 2 TREES REQUIRED 2 TREES AS SHOWN ONE UNDER5TORY TREE PRE 500 5F REQUIRED. 14GO.8 5F/500 = 2.92 OR 3 TREES REQUIRED 3 TREES AS SHOWN ONE EVERGREEN TREE PER 1000 SF REQUIRED. 14G0.8 5F/500 = 2.92 OR 3 'BEES REQU?RED 3 TREES A5 SHOWN ONE SHRUB PER 100 5f REQUIRED. 14G0.8 SF! 100 = 4.G OR 1 5 5HRU155 REQUIRED I G 5HRUB5 A5 5HOWN SOUTH LEASE LINE: S-2 SCREEN MATERIALS and ENTRANCE CORRIDOR OVERLAY DISTRICT ONE LARGE CANOPY TREE PER 1 000 5F REQUIRED. 1542.9 SF/ 1000 = 1 .54 or 2 TREE5 REQUIRED 2 TREES A5 SHOWN ONE MEDIUM CANOPY T:EE PER 1 000 5F REQUIRED. 1542.9 5F/ 1 000 = 1.54 or 2 T KEE5 RL-QUIFED 2 TREES AS SHOWN ONE EVERGREEN TREE PER 1 000 5F REQUIRED. 1542.9 5F/500 = 3,09 OR 4 TREE5 REQUIRED 5 EXISTING TREE5 AS SHOWN ONE SHRUB PER 100 5f REQUIRED. 1542.9 5F/ 100 = 5.42 OP I G 511RUE35 REQUIRED 17 5HRUB5 A5 5HOWN PARKING LOTS- SCREENING AND INTERIOR LANDSCAPING: FOR THE PURPOSES OF FHI5 SECTION THE TERM "PARKING BOT" SHALL MEAN AND REFER ONLY TO A PARKING LOT CONTAINING TWENTY (20) OR MORE 5PAC`.E5.. NIA 10 5PACE5 PRO'05ED � g�:com r� � e LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR_ YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937,654,8199 yellowspringsdesign@bizwoFi.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & LIT 4' R.IG'D M.E5;•i TREE BARK PROTECTORS A5 SUPPLIED BY: A.M. LEONARD, INC PO BOX 81 e PIQUA, 0 ;10 4535E -800­543-8955 OR APPROVED EQUAL 41 MIN. DIA. SEE NOTE 1. BACKFILL: r LANTII'u 5015L MIX - P`R 5PECIP CAT'ON5 G" MIN. I� //. CJ `J '4� // / ---� .� (3) NELLIE R. ATE NS HOLLY �. ,� //// / // �► (1) WHITE FRINdTR E WASHED GRAVEL BETWEEN CUP55 y ♦ F 0 (2) NEON FLASH 51.1REA ov - (1) LOCUST (3) DWARF YAUPON HOLLY 1\ ADD MULCH BEHIND NEV CURD TO EX, BE D )X /� / ! (G) INK13ERRY HOLLY I (9) LITTLE PRINCE55 5PIREA X/ 11 (7) 13LACKEYED 5U5AN ° I \� / / / I % �/ C� (7) PARDON ME DA LILIES °I 6" OAF - (I) WHITE RINGETREE 11 C :CHOK,EBI=RpY " HIP \ 0) WHITE FRINGETRi~li (5) GL©55Y A13EjLrA- ,� Il T i HOLL r 2.. NVLL0, . �,� c ' BIKE RA ..OAK\ \" '/ /��6 2�� H t �� , M 5" TR Q� WASHED GRAVEL ' ° BETWEEN CUR155 CIO N S . f LEASE ry� /22533.90 Sq. Feed 0.52 Acres r<7 �q ' D DC 2"'MAGNOLIA fq (1 0) RUBY SLIP PERS H r HYDRANGEA �S (1) LOCUST / 7 2 HOLLY r3 Co(G) NEON F S11-SPIF A / / 2" 10ZA HOL��C� �Q \_2" MAGNf �, h �/ \ \\ I /Ir t 2., MALL' (3) 5TELLA D'0 0 DAYLILI 5 MTE FRINGET EE ( i-) L U5T 2) 1 ERRY HOLLY / 5„ OAK tj �,`, ✓ -a AYLII LEE5 D'OFO 1\ �-1 44 Z / + I M LTI-TRUNK � ' I .. /l MAG Q�LIA 5 OA , , I/ TREE 1`.� „ HOLLY ' HOLLY AREA 2" HOLLY M / LTI-TRUNK , 4" O K, / \\ / TREE ` I OLLY 11 OAK / /T� \. \ 2" HOLLY �-�0� �� , asp � N DO NOT PRUNE OR DAMAGE LEADER QF TREE PLANT I N5TALLATION DETAI L5 ROOT COLLAR TO BE AT OR A LITTLE ABOVE 501L LEVEL 3" DEPTH OF BLACK DYED MULCH LAYER KEEP CLEAR WITHIN A FEW INCHES Of TRUNK C3 SOIL DAM WATERING BASIN G MIN. WEED BAKKIER�- + DEPTH OF HOLE AS E3ACKPILL. PLANTING SOIL MIX °° o 4, sg ° ° REQUIRED TO PLACE ROOT PER 5PECIFICATION5 ° ; $ ° COLLAR 2" ABOVE FINISH GRADE ° ° • ° o �; L m T_ REMOVE TO' 1 /3 OF BURLAP ° ° r (MORE IF POSSIBLE WITHOUT p LEAVE SOLID 5011- PEDESTAL ROOTBALL DAMAGING FOOTBALL) OR DO NOT D'G DEEPER THAN DIAMETER UNDISTURBED 501L ENTIRE CONTAINER ' 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROM TRUNK 2"-3" 501L DAM WATERING BA51 N (4' MIN. DIA. FOR TREES PLANTED I N LAWN AREAS). BALL DEPTH. 2X DIA. REMOVE TOP 50% OF WIRE BA5KET ROOTBALL OR BURLAP FROM KOOTBALL (MORE IF NOTE5: POSSIBLE WITHOUT DAMAGING ROOTBALL) 'ND`VIDUAL. TRtit5 IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM! DIAN1ETEK MULCHED CIRCLE STAKE AND 2, WRAP ONLY T Nf.CE55AKY AND REMOVE AS SOON A5 KOO15 ARE ' 5TABL15HED (USUALLY ONE YEAR), SHADE TREE PLANTING DETAIIL PLANT MOUND -COMPACTED BACKFILL UNDISTURBED 501L .1,. G° MIN. ROOTBALL DIAMETER 2X ROOTBALL DIA. (MIN.) 5HRUD PLANTING DETAIL NT5 / Z 1 W 16 0 16 32 GRAPHIC SCALE (IN FEET) 2" ± DEPTH OF GRAVEL MULCH FINISH GKADE , GEOTEXTILE FABRIC/ WEED BARRIER UNDER GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB GRAVEL MULCH INSTALLATION r,l 1 , CESO IIIIII.CEi01NC.0011 C O N co 0 0 E Cn 0 M o' w U) w X w z U) Q J W D w w U) J LLI g z Z 0 N r O Z N > zw aJ = J U W O� Q O H � C0 Q Z = W0 Z W J � OW J � > W 0 Z �Q V U 2020 CESO, INC 40rALTH Ok 00 O� LiZ • (D ROGER E. B E A L D•.• 1955 v v. 'L�oC, PE :N Vp �ry NNN NAME: ROGER E. BEAL REG15TRATION NO: LA 406001055 EXPIRATION DATE: 05/31/2020 Project No. 757280 Scale AS NOTED Drawn R E B Checked R E B Date 03.06.20 Drawing Title LANDSCAPE PLAN Drawing No. L- / . O GENERAL IRRIGATION 5PEGI EIGATIONS 1. THE IRRIGATION SYSTEM 15 DIAGRAMMATIC BASED UPON THE INFORMATION / / / 5" OAK I I PROVIDED BY THE OWNER OR THE ON3NEK`5 REPRE5ENTATIVE. THE SUCCESSFUL CONTRACTOR 15 RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS INDICATED ON THE DESIGN. ACTUAL LAYOUT OF PIPING, SPRINKLER HEADS, VALVES, CONTROLLERS AND OTI ER RELATED EQUIPMENT SHALL BE / / / \� / /�\\' DETERMINED ON SITE, MINOR FIELD CHANGES 5HALL BE MADE AT [NO ADDITIONAL C05T TO THE OWNER. / 5" OAK IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WAI 15, 5TRUC-TURE5 AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO P.CCOMMODATE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE V111AY BE TIMES WHEN IT IS OBV'IOU5 IN THE FI ELD THAT UNKNOWN OBSTRUCTIONS, GRADE5 OR DIMEN51ON5 THAT EXIST MIGHT NOT o / 10 HAVE BEEN CONSIDERED IN THE ENG NEERING, SUCH OBSTRUCTIONS SHOULD BE BROUG-IT TO THE ATT-NTION5 OF THE OWNER'5 AUTHORIZED REPRESENTATIVE. IIN , / 10 THE EVENT THAT THI5 NOTIFICATION 15 NOT PERFORMED, THE IRRItGATION `"j / CONTRACTOR SHALL ASSUME FULL RE5PON5115ILITY FOR ANY REVISIONS AND COSTS / 10 THAT OCCUR, 2. THI5 SYSTEM 5HAL_ BE INSTALLED U51NG ACCEPTED AND QUAL IITY INSTALLATION 10 STANDARDS AS USED IN THE INDUSTRY, ALL MANUFACTUKER5 SPECIFICATIONS WILL BE FOLLOWED. 10 3. MAINLINE SHALL BE BURIED A MINIMUM OF 1 2" OF COVER AND A MAXIMUM OF 16'' 1D Ip „ OF COVER. LATERAL LINE PIPING A MINIMUM OF 1 2" OF COVER. ALL BACKFILL j 1 <C-4" SLEEVE SURROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I'' IN 511ZE. BACKFILL SHALL BE ADDED IN G'' INCFF-MEINT5 AND N/lECHANICALLY TAMPED. / 10 \ 4. THERE WILL BE NO .5UB5TITUTION5 OR CHANGES TO THE IRRIGATION DE51GN \\\ 10 ALLOWED WITHOUT DIRECT, WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 5. SYSTEM DE51GN 15 BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY \\\\ OTHERS, STATIC PRESSURE WAS GIVEN AS 70 P51 AND THE 51ZE OF THE P.O.C. IS M \\\\ J \\ ; AS INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER \�\\\15 1 - PRE55UKES PRIOR TO CON5TKUCTION. REPORT DIFFERENCES BETWEEN o REQUIREMENTS AND THE ACTUAL READINGS TO THE OWER'S REPRESENTATIVE. P\\_ 1 a BOOSTER PUMP MAY 3E NECESSARY IF TIME Ri=QUIRED : RE55URE 15 NOT AVAILAELE \, ADDITIONAL COSTS SHALL BE SUBMITTED TO THIS OWNER AS A CHANGE ORDER. `" Ho�L \� 2" HOLLY''` 2' G. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE 15 DIAGRAMMATIC AND SHALL BE 2" HOLD ` \\ LOCATED IN51DE OF THE PLANTED AREA OR TUFF AREA A, PROXIMATELY I FROM ANY -.f% HARDSCAPE. i /�\ 2" MAGNOLIAS A VALVES SHALL BE PLACED IN VALVE B E A5 SHOWN IN THE DETAILS AND 2" 7. ALL V L H LV� OX�S T 2" �HOLL - i ALL ELECTRICAL CONNECTIONS SHAD BE SEALED WITH WATYRPRO(OF CONNECTORS. ro \ - ` 2" HOL CONTROL WIRE SHALL BE SOLID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN \ 2" MAGNOLIA THE GROUND. SEE DETAILS. \ \ 2 6. CONTROLLER, RAIN SENSOR, METER, TAP AND BACKFLOVI/ LOCATIONS ARE A5 \ 7 \ SHOWN ON THE PLAN OR AS STATED IN THE DETAILS AND L YGEND. ALL INFORMATION \ IS TO BE VERIFIED PRIOR TO ANY INSTALLATION Of THE PROJECT. \ 1" Drip MOLTI-TF TREE 9. THE WITH h1SR0RAT ON CONTRACTOR 15 RESPONSIBLY FOR ALL CLEAN UP ASSOCIATED 1NO-BUILD 10. IRRIGATION CONTRACTOR SHALL ALL PROVIDE THY FlR5T WINTERIZATION, SPRING AREA TURN ON, HEAD ADJUSTMENTS AND CONTKOLLEK VAINTENANCE 1P� BID, MI WALL MOUNT: O TO BE MOUNTED ON z" 3' X 4' PLYWOOD BOARD IN UTILITY ROOM. �2 FLOOR INSIDE BUILDING. OGFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER SOURCE FOR IRRIGATION TIMER. SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON IN51DE WALL DF BUILDING. INSTAILL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH LONG WEEP ELBOWS. O LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CH40 PVC. SEE ELECTRIC CODE. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. SEE LOCAL ELEC., CODES. n ELECTRICAL CONDUIT (GRAY), 51ZE I" MINIMUM. FOR I I OV POWERSUPPLY. SEE LOCAL ELECT. CODES. O ELECTRIC CCNDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. SIZE TWICE THE SIZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER 4Sp hq4 T 4" SLEEVE w VIOC / GANDER DRIVE / A = 2,080 SF; / H = 28'-11" / LEASE ev� rh33.90 Sq. Fee, / /�-4" SLEEVE Acres / CONTROLLER TO BE MOUNTED ON BUILDING WALL. POWER TO THE CONTROLLER BYELECTKICIAN. / \ CONTRACTOR 15 TO COORDINAIE 2" CONDUIT / UNDER PAVEMENT FOR WIRES. FIELD COORDINATE !a LOCATION WITH 51TE 5UPEKINTEVDENT AND GC. N50K COORDINATE -ION WITH OWNER'S % FD REPRESENTATIVE. 4" SLEEVE / 1 „ Drip \'y�4�� SLEEVE N ' MAGNOLIA Z �2.� Y FI\ / HOLLY HOLLY / 2" HOLLY / X 1\ \ I��IOLLYJ IRRIGATION DETAILS NOTE: MOUNT SENSOR ON ANY SURFACE WHEEZE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN G' FROM CONTROLLER. O WRC RECEIVER O MODEL WRC2 OO GUTTER OR WALL MOUNT RAINBIRD RAIN SENSOR NTS SECTION ` % NTS SECTION 16 0 16 32 GRAPHIC SCALE (IN FEET) IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL 10 10 10 0 Rain Bird 1804 10 Series MPR Q T H F 12 12 12 12 12 Rain Bird 1804 12 Series MPR Q T H TQ F 15 15 15 15 15 Rain Bird 1804 15 Series MPR Q T H TQ F SYMBOL MANUFACTURER/MODEL Rain Bird XCZ-100-PRF \\\\\\\\\ Area to Receive Dripline \\\\\\\\\ Rain Bird XFD-06-18 (22) CESO ■■w.CEi01NC.00N N N N 0 0 SYMBOL MANUFACTURER/MODEL Rain Bird PGA Globe o' 0 Rain Bird 5-RC Nibco TI-8 BF Zurn 375 1"JJ U) w C Rain Bird ESP4ME z U) LLI <@> Rain Bird WR2-RS w > LI Irrigation Lateral Line: PVC Class 200 SDR 21 JJ z 0 z 0 Irrigation Mainline: PVC Class 200 SDR 21 N Z - = = Pipe Sleeve: PVC Schedule 40 Valve Callout # Valve Number #" # Valve Flow Valve Size 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (I OF 2) ID TAG VALVE BOX WITH COVER: 1 2-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD DV PVC SCH 60 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 60 NIPPLE (LENGTH A5 REQUIRED) BRICK (I OF 4) PVC SCH 40 ELL PVC MAINLINE PIPE PVC 5CH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL RAINBIRD DV-100 ELECTRIC VALVE NTS SECTION LANDSCAPE ARCHITECT: - YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937.654.8199 yellows pri n gsdesi g ri @bizwoh. rr.wm LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT V_ 0) C4 0 > Z W = J J U > 0w o o Z Q Z_ _ W0 Z_ W J > O oC J � Q � > W 0 Z Q C) 2020 CESO, INC �p,LTH Qc!00 OAF • ROGER E. BEAL D: 1955 iON/PEA NNN NAME: ROGER E. BEAL REGISTRATION NO: LA 400001 055 EXPIRATION DATE: 05/31/2020 Project No. 757280 Scale AS NOTED Drawn R E B Checked R E B Date 03.06.20 Drawing Title IRRIGATION PLAN Drawing No. L—^ . 0